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16200 SW PACIFIC HIGHWAY-25 I ItiL � i�.>�C.� E = •68.95 1 /t.0 PN FLOOR CO CURB t ASPHALT PAVING -. y -, Z _ � winM,R / EP E-)(1ST MH �� , �'�' • `� ASPHALT PAVING RC 'I(o1I.5O Ei PVC PIPE IE • 152•zS I � new c.7.� `` --�--- - _ V.�.....�.._I? I --'��....��_.�_.�.._� -- -- —.x.4c-_.max--.»-�c.....�«�___••_-- `71> `h-----4---�-- E ��•aj0 CURS ---- /� _ + .��"� FOOT IN DRAIN-. AO \ / C. _ STAND P': % M ,- - v U � �W � METER O m ~wv - - - �-- \-- -- � - - ----- � � r 1 ORM r \ • y h ., G > U© OUT / 0 L. CD INI- j O 0 � 165.95 I 1 --i 6`i C4 01 1104 IV !✓'�V Ll,' — - ROOF +� 15 i6 - ^; ` hE - 05. Ho I DRN4W , O 1j W f-15 �. r IN i_; I-. l'!1_EV 11-70.00 I I R 169•i~A � � ! IE = 1�2 •vo 166 ' TON , i L v C t il, �� • R EPL At E W/iZ"� i X O MAINTAIN �LOP'E � 4C < FU i CURB -- ---- -- --- ---- - -- - _- � Q) 100 L +� I v� N (/1 • r _ p l O 1 \ \ \ s EP O O C� CURB \ I CL E s1�uE U � v N o. 1 ' - • . . a O U NEW 6 3.44x, �� \ I CJRB ELEVATIONS ATFEDI(. ckAnEC EXI �T F- I-,E I-,E I iiiii G(C x 1ST) c� car p1� I O y � - by C) ;- v CD IE 159.71 I n F 113 ._... F e I�� T P F iG 9 CRY OF TI(3ARD vl s - t N1 tNl �IIY Approwhl ..................... . ........... c, I 6� • .\ ,' • \ • • • • ,'� 1 to!'1.25 For or,1 the mark � ^^ + ' \ PERMIT NO. j PVC PIPE Sec letter to:1=nilev.� �'• `� / �� •� O VV1l `i TAN[) F,�)� ................................................( �► Alt�xh......... ... .. I; V1 ................. ............ .. CA TCH 8A IN 6� \� \� I I (TYPICAL_) �,�j �^ , Job bs:,L 7 "_L t� v I C)() Cs AIN N E W PS -E h I > NI I•t Q � _._ "�69 ZS- CL` 113 I3s�' CcC = I tRC' C IE•M^T(:H EXIST 13'� {� �;E I(at9.76 N C w IE \ 159.50 E a _ s AI�D4RATED IAD LAJ Aj # LIGHT POLE IE 1505,46 l �..1 SS _ ,.� (TYPICAL') Q C O __..._ - _._-----__ -- �t9 ASPHAL WAVINGwv -- i �y 5D - - 1i► ---- 5C - _ _ _ -.__^ 5p - - `_. _ 5 --_ � � y W - _- SO U p ---.. - ---- -- - FENCE _ cum NIM -- MANHOLE C 6 = C ATC 14 W.-AN F0 - F L OCIM [7R OV 1620C) ' W ERNST HARDWARkC I .T rt .1_ I I . I 1 1 1 I I I I I I l l l l l l l l l l l l l l l l' ti ","""•°"•"-"""""'""'"""'" ._..........�,,.,,..„r•,..,=,F,t,w;-, -. r-_.._.. .,�...._..�...._....,...,.,..�-..., .gin rl�Yk�.tr•,a�.r., *�.�.. .. ,.,.:w- � .,,. .. ': � .. ... �j /�� p A _. IF THIS DOCUMENT' IS LESS I' I 'I ' I `1 ' 1 ' 1 '1 ' IIIf111 11'1111 II��III I illlll I{1 I 11111 ! 1 ijl `I!1 III ` II ! 1111111 �I ' l 1 I I I �I I I 1 I I I 1 1 I I I I 11 �TllL��f� 26 ' J93 o LEGIBLE THAN THIS NOTATION I I I , { IIf I I I I I �I { I Ij 1 - L—__�_ _ _ - _ 4 - -- —5 L - - I 6 -- - g �1. • 11 _ 12_ IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCU19ENT. -- — --- - - --- -z --- -- w -- - - ---- -- -- -- --- - --- LZ I >9Z Z t'Z £ . T I IZ OZ 6i ETI LI 81i 9i 6T ET ZT fl T 8 L 8 9 ! �t~ T1111111111111J Z �Iairu.,,I � IT T 1 lfll!I I{II�I!11�111{I!III Illi III!►I, II I lil� 111i�llIIIIIIII IIIIIII II �IIIIII 11111!1i11111ll 11I!lllll!111!IIINII� R t I+l gilwtl / 16200 SW PACUIC HIGHWAY _ ERNST HARDWARE/TIGARD TOM; SQUARE i U H U H W 1� U 0 Q N .-d i i INSPECTION N�t� �yr�� l/_ Citi of Tigard Building went v 13125 Rt1 Ball t{1�1. T:^:rd. Orc n 9772_ Inapection,LWO, (Rec-4-P10M)gftj9-4175 Bog /inaas Phones 639-4171 Inspections_ Footing Plbg. 'Jnalarslab Hach. Rough-in Appr/Sdwlk found. Plbq. Top Ou: Gag Line FINAL: Framing -Bldg. Foo' /Seem Ctruct. Sall. 'fir insulation -P1°mb. Poet/Roam Rech. Rain Drams[ +� -Nech. plbg. Underfloor Nater Lina Gyp. Bd. ` _- AH �-- Date Requeateds Time: G/ Z Permit t:-- Address:- Builders TIM, Fatj WINO CORRECTIONS ARE REQUIRM G - Dat.".: Inspectors_ _ APPROVED GISA4PROVRn APPROVED AURJNCT TO ABOVE 1�� call For R"in"p. M MCA MKI 44 INSPECTION NOTICE City of Tigard Building-Department 13125 SM Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 its f (�L_L Inspect ion I Footing Plbg. underelab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINILL: Poet/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb Plbg. Underfloor Nater Line gyp. Bd. Date Requeated: �� _ T t _PM Addreset miiL it — �s— Builder,_ M FOLUMINO CORRECTIONS ARE REQUIRIDr L""' Inspector: Datet Vis_ j� APPROVED -_ — DISAPPROVED —` APPROVED SUBJECT TO ABOVR id _-Call For Reinsp. OF CITY C)F TIFA RD CffyOCCUPANCY DEPARTMENT DEVELOPMENT DEPARTMEoften RD) FIERMIT #. . . . . . . .. BUPW� 0041 13126 SW HWI Blvd. P.O.BOX 23307,TOW,OWW 07220(603)O�OM�76 3I TE. ADDREGG. . . : 16200 SW PALIrIC F4W'v PARCELs 25115SA-140101 sUSD I%,19 1 ON. . . . : ZONINGi C-43 BLOCK. . . . . . . . . . I LOT. . . . . . . . . . . . . CLAW3 01' WORK, iNEW rvPE Or u9E. . . :COM OCCUPAMCY GRP. 102 nrCUPANCY LOAD v i EA84 fl-".HW IT NAME. . , vERNST HUME CENTER Ppmarkus Construct new retail hAv,(fiq.-4v,e/bldp matarials,'WAI-d011 SkIPPlY store'- Own a v,: wESTWOOD CORPORATION 7030 SW MOODY 1. AND OR 97218 Phone #i 2P2-8000 Contractors .............— WE S)TWOOD CONSTRUCTION W30 SW MOODY AVENUE PORTLAND OR 97201 03339 Ut.:cupancy of the tibove referenced build (np is hereby given, alld U.e) i the compj, jaiv�e with -the State Of Oregon Specialty Codr-9 for the grol-P, occp.ipp.ncy, and use under which the t- eferenced pormit W0.2Lts ('Pd- -,7A IRE DEPARTMENT jWJIL,llN(Gl I NSP FF'TC TA POST IN CONSPICUOUS Pt. ACE IMMM-02" OT NA City of Ylga�d l,alldlnq pepsufiment 13125 M Miall Blvd. Tigard, orogon 97223 Inspection Line (Rec-�O-Phone); 639-4175 Buoiness Pro s 639-4111 Inspections />_zrz ;'..:.ting P4 Underslab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line rINALt F 4 i poet/Be&m Struct. San. Sewer. Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. f Plbg. Underfloor Nater Line Gyp. Bd. -Mech. i - ..L.... PM Dake Requested; _Time s AN Address, f 8uilder s zo r ,_ L� �-y THE FOI.Lowimn CORRECTIONS AAE RRQUTREDs InspectTAPPROVED DaternTrAP^ROVED APPROVED SU8JRCT TO AROVR call For Retnep. 9111111 1111111111" 111111111111 INsrECTION No7 <� city of Tigard Building pepartAsat 1312S SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4111 Inspection: -- Footing Plhg. Un,'Jerslsb Much. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Ream Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain insulation -Plumb. Plbg. Underfloor Water Line Oyp. Bd.;i -Mach. Date Requested:. �� 7 C Time: AN Address: ,11��z' Per�mit�Ps��!�_ THE FOLD>WINO OORRECTIONS ARE TUI,2UIRZD: Inepectrr:� � Datet�� APPROVED DTSAPPROVRD APPROVED BUBJECV TO ABOVE call To. Roinsp. w wjw Ns ��QN�ICE City cf Tigard Building Department 3-3125 811 Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec•-O-Phone)s 639-4175 Business Phones 639-4171 Inspections Footinq F11g. Underalah Hoch. Rough-in Appr/Sdwlk Found. Plbi. Top Out Can Line FTNALs Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plhq. Underfloor Water Line Gyp. Bd. -Koch. Date Requested-_ -��— Tim s _ f"" PK S / T -1-V_ Addrenss THIS FOI.IAIWING CORRECTIONS ARE MITIREDs 1129 - - - - i Inspe•torr nhtP- �i`-- �- APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE —Cell For Rsins.a. CTION iiOTICF City of Tigard suildiaq Departs"aat r 13125 8N Hall Blued. Tigard. qi-egon 97223 Inspection Line (ROc-O-Phone : 639-41 � _Buoineae Phonal 39-4171 Inspection: looting Plbg. Underelab Mec_t. Rough-in Appr/Bdwlk Plbq. Top Out Gas Line 11NAL: found. Poet./Beam Struct. San. Sewer Framing -Bldg- Post,/Beam Mach. {lain Drain insulation -ply. M � Nater LL Gyp• Rd. �(�,yl�, Plbq. Underfloor 'My � I I �' Zi _T�3 -�MtM Date Request.dt•�� _U / 5LA-) ,� permit Address:_„ Du,lder:� Ttrg FOLLOWING CORRECTIONS ARE PPOIREU: -__-— ._tee-------- Detet Inspector:L - ----' 1 APPHOVRD _._ DISAPYROVED APPROVEL SUBJECT TO ARGVE call For Reinsp. tr wood INSFBS�ION NIY�ICE �_ City of Tigard Building Dapartiant 13125 BW Hall Blvd. Tigard, Oregon 97223 Inspection Liue (Rec-6-Phgpl+): 639-4175 Busineas Phone: 639-4171 Inspection:_- ----- Footing P1bq. Underslab Mmeh. Rough-in Appr/Sdwlk Found. Plbg.. Top Out. Cas Line FINALS Poet/Ream Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbq. underfloor I Nat P� Gyp. Bd. -Mech. Date Requesteds, �_PH Addreaes �_ 7-4j_ Pt?4f•'_ Buildersr1 -- -. THE FOLLoWINC CORRECTIONS ARE REQUIRED. r t� Date: _ ;_�_APPROIOM _ DISAPPROVRD APPROVED SUBJECT TO ABOVE �—Call For Reinsp. '�sa' •wr s a.r INSPECTION NOTICE City of Tigard Building Department / P.O. Box 23397 Tigard, Oregon 9-1223 / Phone 639-4175 Type of Inspection —l �K-'q/e -SC� �'�_,It_�----_----- Date Requested S"- Time A.M.____P.M. i Address J�Q� �G�f /57C W Permit Owner -- Lot # — i Builder - — -------- ------------------------- The following Building Code deficiencies are required to be -orrectsd: ------ -- — -- - i I Presented to ----- -_- _ -- -__-- Vpproved Inspector _- —..— ---- _-- �� Disapproved Date 2" CALL FOR RFUNSPECTION ❑ YES ❑ NO Ow Ir1pECP10N ISOM_1 I City of Tigard Building w,Yartasnt 1.4125 810 Ball. Riled- Tigard. or-gm 97223 Inspection Line (Roc-O-Phar : 639-41.75 Business Phonst 639-4171 Inspection= —da Tooting Plbg. under/IdY Mech. Rough-in Appr/8dwlk P1bcl. Top Out Gas Liu* lINAL= Found. Post/Ream Struet. San. sower Framing -Bldg. Pe=st/Ream Much. Rain Drain Insulation -Plumb. plbq, underfloor Water Lino Gyp. Bd. -Meer. T ime= .-AM PM Date Recp=est*dR G lV it # Address= Builderz THE FOLLOWING CORRECTIONS ARE REQUIRED: C� - � T� �, ,� ��Z o,rlorr► --�� -- _ Date: � 7� Ljspector�_ - APPROVED — ntSAPPROVED _ APPYAOVRD susin P To ABOVE Cal.l For Reinsp. s MECHANICAL ITMOFTIFARD k -ITY Tl mro FDERM I I- `COMMUNITY DEVELOPMENT DEPARTMENT . . . . . . . .. MEC92-0031 13126 SW HWI Blvd. P.O.Sm 233q7,T'Ysfd-OrSW 97223(603)63"176 - -0' ----] ISSUED 16200 �;W PlACIFIC HWY P,ARCEL- 13ITE ADDRESS. . . ZONING: C--G ,jjsDJVISION.ON. . - - MO- CK. . . . . . . . . . LOT. . . . . . . . . . . . . EVAP CGOLERS1 --i-ASS OF WORK. . -.NEW FLOOR FURN. . . . VE114T FAQ`J. . . : TYPE (IF USE. . . . :COM UNI T HEATERS. - VENT SYSTEMS: 1 JCLUPIANCY GRP,. .. VENTS w/o APPIL: HOODS. . . . . . . : :3TORIES. . . . . . . . BOILERS./COMPRESSORS DOMES. INGIN% i:7LIEL COMML.. IN"IN: : /GAS/ HP. - - C- REPAIR UNITS: MAX INPUT:2_50000 PITU 15-30 HP'. - - WOODSTOVES. - " F IRE DAMPERS?. . N 30-50 1AP- - - -50+ HPI. . . . CLO DRYERS. . : G(�S P-RESSURE- - - z L i�iIR HANDLING UNITS OTHER UNITS. " NO. OF GA5 OUTLETS. :7 URN � 100K FTU 10000 cfmt F PURN ) =100K BTU: 10000 (-fm . HpmAr-ks : C0nStt-,-tct new r-etail h at-dwar'e b 1 d P mater-ials/Pat,den supply Store. FEES t;y f)e amount by date resp WESTWOOD CORPORATION PRMT $ 90. 00 JLH 115/06/92 - ..30.s0 SW MOODY P,LCK $ 22. 50 JLH 05/06/92 - $ 4. 50 JI-H 05/0"92 �,ORTLAND 09 971EII'D #: 222-2000 ont ract ov-3 i,�,T'RGY EXCHANGE 4-,U k4ox 1727 6RESHAM OR 97030 117. 00 TOTAL [Mone Ftp q #. 53723 REUUIRED INSPECTIONS verl,t is issued subject to the regulations contained in the GAA Line Inst) Me(.�t,A nis Specialty Codes and all other nic:al Insp Tigard Municipal Code. State of OM � Heat inq Unt IV-so applicable laws, All work will be done in accordance with expire if work it not started cooling Unt Insp --- --- awcved plans. This pet-Bit will M ed for acre Duct Inspeution Within IN days of issuance. or if work is suspend Final 1,1spection than 180 days, —mittep hlgnatures I. Byc gall far insmer.tion 639-4175 CITY '"GARD RECEIPT CIF P(lyMr,.N,r4' r'IP N 0, - c -. -r ENERGY EXCHANGE ;.1-4ECK AMOUNT 117. tho ODDREGS I PO BOX 1727 �-'ASH PMOIJNT s 0. 00 PAYMENT DOTF OREI*mm, upGUBDIVISION "'URPOSE OF PAYMENT AMOUNT PP I D OF P(,YMENT AMOUN-r PAw 14:1-:HANICAL PE' 90. 00 PLAN r-MECV, r,F I . Bull-L) PER 4. ".50 2;? 50 (3W91' HARDWARE —,,00 SM vlqcIFIC HWY ! 014. AMOUNT PAID I 1.7.fsl@ SIGN PERMIT PERMIT #: SrNq�-0011'" DATE ISSUED. . . . : 05/05/9: EXPIRATION DA E: PARCEL . . . . . . . . : 95115BA-00101 ZONE. . . . C-G . NESS NAME. , : ERNST SIGN LOCATION. . : 16200 SW PACIFIC HWY APPLICANT/AGENT: BOB GRUBER BUSINESS TAX NO: SIGN: PERMANENT (X) FREESTANDING ( ) FRFEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( BALLOON ( ) SIGN DIMENSIONS. . . . . . : 1.5' X 14' TOTAL, SIGN AREA. . . . . . : 21 sq.ft. WALL AP3A. . . . . . . . . . . . . 2240 sq.ft. WALL :iCE (DIRECTION) : N SIGN HEIGHT. . . . . . . . . . . 10 ft. PROJECTION FROM WALL. : 5 in. ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: PERMANENT WALL SIGN. 1.5' X 14' = 21 SQ.FT MATERIALS. . . . . . . . . . . . : ALLUMN/PLEX FXIS1'ING SIGNS. . . . . . . : 0 ELECTRICAL PERMIT I`EQUTRED: YES BUILDING PERMIT RRj�L'IRED. . : NO ADMINISTPATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 10.00 1 � APPROVED BY: I �� DATE: 05/06/92 CITY OF TIGARD Permit No. SIGN PFRMIT APPLICATION ThP applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifina*ions. SIGN LOCATION ADDRESS: 'p 1 —�j W ��_�� ZONIh,;: NAME OF BUSINESS: E APPLICANT/AGENT: COMPANY: PHONE;�—_-- Itx�y L."t�•. y�_ 6►a� 181 -3 a►8� The City of Tigara imposes an annual Business T x whicu must be kept current on all peracns do'ng business in the City. Do you presently have _ current Business Tax? Yes On ( ) U.L. Label # eav__=aaa-smsazr. ----r--sawsvara---------aaaa--aa--aria---aa-massa--saaxaa-- PROPOSED SI(,N: (Check as many as apply) PERMANENT FREESTANDING ! ) FRE^WAY ( ) TEMPORARY ( ) WALI. ELECTRONIC ( ) OTHER ( ) BIT,LBOARD ( ) BALLOON ( j SIGN DIMENSIONS: jZ._ (N- _ ERPIRATION DATE: TOTAL SIGN AREA (Sq. �— WALL AREA (Sq. Ft.) : l tHV �---- -- --- - WALL FACE: juOrct ___ _-- -- HEIGHT (ft): -_ 10 -- PROJECTION FROM 14AT..L: — ILLUMINATION, YES ( NO TYPE: � COPY: M ALMA Ft,o �T _� MATERIALS: ALI�Ihn • _��.�+ c� --- _ ---- --- EXISTING SIGNS: — - ADMINISTRATIVE EXCEPTION: N/A [ J APPROVFD [ ] 11014 M11C1I % AR Et., [ ] HEIGHT ( 1 COMMENTS: --- .._a.cea:--—sass=axaa-s—an-.a—-_ ——_---=sca==-aamasaa-aaae:saavaaa•aaa-saa=sox==� PLANNING DEPARTMENT_ _ All s'_„n permits must be accompanied by a scale drawing Permit_ Fee: D and plot plan. Tf work authorized undlr a sign permit Receipt No: 96 77_- _ has not been completed within ninety days after the Apprcved By: _ __ issuance of the permit, the permit shall become null Date: __d /�177-- and void. F1,F•CTRTCAI, PERMIT I CERTIFY THP,r 1 AM THE RECORDED OWNER OF THE PROPERTY RF.OI1IREn: YES ( NO ( ) OR Am ",';EN: AUTHORIZED BY T,iF OWNER. BIIII,7ING PERMIT S - � i.'_../ RI(n1'1RF.D: YES ( ) NO (,y( ) Applgris Si{ naturr Address ( Telephone U 704� FA.Gr_S K1�,1T� �'Oj� ,•'/ C►-Iv P'°�T✓��`J 1 I 1 ; T , I I s � le Tr- --,k- - -� AWlorist I N I AIL, Fi�7.777 Tn M11H7 t-iv/k SI D� UL7�!! F1► -1G�T '�'j INCA . (T(P� Fig+-� ^0414e— AIV" CrY t10 p 'r tG ARt1 fk m t --en* Wuz> (Ir. &F�! 1T-I" �P) C A J N 1+-kip ) -;)`�;`Jlt 44,!5 fklqTEa> Wup*i oh . A*4WT(511 MPF) Dww•tp -c"90 rM. iLLv!-A10,-T1Vv4 (PC Rt -�415po WNrc rJF�►.! _ I�I.UM. IR,At�„�J�`{h wf'�aG'O NvVh6►-�4 �'' aG(.�,fi 'VG�`'r�> �p•,�,�yt) F*iR- h�Jl GE it_ �.I.• u � APPRo'�� ,r.�1F"..E � f--, - ��Y f tri. T� M A1u-a �W N 1►,l� �Ki►J- ---- '•p I 3731 ]Ut1011H51NEE1 111SSOUTlOSTREET PU !O,J7017 PHOENIX,ARIZONA EW40 TUCSON ARIZONA IjT? � ''0RESCO (/01)716 0600 (6v2)623 T/53 u , rws srt:h•41q[►rw•Kt CORP IM1.•MNy�n• unpYM�•^•e,'••n'V ��"`� ! ��/ I�[/V"�V�V ��1 I � 1 r••N•►\[Iu0••N t l7^I"Y 11 N•.h -� __A_�------�-.-�� [O� [[lue,•N Olrynl,ry IIN nOIbM 1 OC611�f1 O D4 w •ne.•n to M[OM OYI•,!r[eu'Dr1•ni J1� !�,I� lelren ne.N'I In e•.,we .•aale[•e �� Drew By rawe a•[nro,re.'•^r h•n�en �h• SCB�r S/IPSmA^ rw.•y'•p el[elen w•. n •[\M4• - VLe 1 M.� vised hOn•N O\•Nrr H elum.Mbn M•n n01 Dsic —�---- _ er,yn,•him s,n„o..u•�y^nno Customr, fn provrdP prrmeri pmoer to sign h ration All switching circuits P..nw•.,enb aM^•n[IO m e'1.•nien permits eng,neer,ny and trmr j()0t tem,ah c e. s unless other wise spenlred .'hill h.phlrrwa Le,n n„e.n<n -- -- TU .n NumbP' lynlr•ynwn'ny At,p•OVPd�. V- 'Q , 149097 10 (tAa 0�- ,�KK. tA AA OtA fiyn. dDf, r �v� •�,ti�� ,.1oVE M101 kAoil\ Z t5oLl;, 14P. l pye \Jll,�I,D UA MOAtr- x cJN(Q. V7 4) �t`IP 0t4 M L Mcu�-A-rte., m-V-ft'P / roe- PILOT olzlu.It-AU i� 5CITAA A) �eovlUY�j iz,� �i,Vo[X�t:c7 Nt . R.�t -)M ApPizo vi,r, I i CITY •I OF TIGARD v L— V% I�ILl�-- Title f��-�Al� � Date ,»/sem 1 -rVp 5k-'-?-ttM 3151 EAST 46TH STREET P O BOX 270424415 SOUTH 32NO STREET U O R E S C O PHOENIX,ARIZONA 85040 .ARIZONA 657857NTUGSC`NAR12 (602)623-7953 fL IfGHTING SAINMA1NUAFANCIC0n01 (602)278.0600 [-1 Th..a•n nnq,n•i,rnp,rhlnn"e dnrn1.9hhng ,..uh 1-9 pl•nn•n for+nuDtrf .—olrghfm9 nonorlue..norto•n+nne out.,n^V—orq•n, I{16,V-r—>on /•nnnr f. uc hill t"tM uwn r•proo •A i�' �I ✓�X]� (y 1 f-(J1J,N\ roww or•.men•a in•nr a.n,a the Scale Tef;mAn Drawn B �- ch•ngmg of op1o,. .u•. o,xppll- y 110".01".r .wor nlumm•hon.n•n not Date K-i' �Me�t� Revised 111W M.nnu Ar•rm9 U.—,h,p of Ae.lq^'r hold e;rwn,•.ro lr9htmq Customer to provide primary power to sign location All switching circuits, p.rm""°"'°°'•'^•^,Io,mor 1•.h,on permits engineering, and time to obtain,are extra unless otherwise specified mu.f hnl 1111 o61•m.n Irnm l,9nlrngrn rnhn9 Approved By D2 Drawing N-Imber o rK-3z2 1- r lomm SIGN PERMIT PERMIT #: SGN92-0070 DATE TSSriFD. . . . : 05/06/92 EXPIRATION DATE: 07/0G/'/,q— PARCEL. . . . . . . . . : 7/0G/`/,q— PARCEL. . . . . . . . . : 2S115BA-00101. ZONE. . . . . . . . . . . . C-G BUS--NESS NAME. . : ERNST SIGN LOCATION. . : 16200 SW PACIFIC HWY APPLICANT/AGENT: BOB GRUBER BUSINESS TAX NO: SIGN: PEP.MANENT (X) FREESTANDING ( ) FREEWAY ( ) TEAPORARY ( ) WALL (X) ELECTRONIC ( ) OTEER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 3' P 41' TOTAL SIGN AREA. . . . . . : 123 sq.ft. WALL AREA. . . . . . . . . . . . . 2240 sq.ft. WALL FACE (DIRECTION) : N SIGN HEIGHT. . . . . . . . . . . 10 ft. PROJECTION FROM WALL. : 5 in. ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: PERMANENT WALL SIGN. 3' X 41' = 123 SQ.FT MATERIALS. . . . . . . . . . . . . ALLUMN/PI.EX EXISTING SIGNS. . . . . . . . 0 ELECTRICAL PERMIT RhWulKzG! YES BUILDIN4; PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 35.00 / APPROVED BY: DATE: 05/06/92 R?I.Mit No �30 7d-007o CITY OF TIGARD SIGN 1"El l' APPLICATION T1he applicant hereby applies for a permit for the work indicated iicated or as shown in the acx aTpanyiny plats and specifications. SI«I LOCATION ADDRESS: -LJ . -An WRING: NM*, OF MOINLS.S: APPLIC NTIAGI-W: l:An Q _�. MWANY: �6&�J1= •kI-,T.<A%v X1 ONE: The City of Tigard inprses an annual. Business Tax which must be kept current on all persons doing busiule!-�. in the City. Do you presently have a current business tax? YES (—}- NO ( ) U-L- Lahzl. _ MPOSED S-TGN: (Check as many as apply) PERRWWr FRE E9E ANDIIr; ( ) FRES W ( ) TEMPORARY ; ) WAIL E12JCII2o UC ( ) (MIER ( ) BIU ARD ( ) BALLOON ( ) SIGN DIMENSIONS: �X�\l I _ _ EKP.IRATIOiY DATE: TUT!AL SIGN AREA (Sq. Ft.) : QS J; - -- - WALL API- A (Sq- F't-) : Aj.!JC�_ _—-- WALL REE: r4orO-U.. HI err- (Ft) : 1PT---- — --- PRaJFxTION MIM WALL: b� II.rMILMATTON: YES (—) No nPE: EX=ING SIGNS: • ''`�r'}�' -- -------. ---- — ACMINI:SIILMVE EXCrWION-. N/A ( ) APPI:UVED ( ) flow MUC1 --% ARFA ( ) l IEr arr ( ) axp�rtrs: PI ANNING DEPARTHE r ALl sign permits must be acccup3nied by a scale Pe mi.t Fee: Do _ drawing and plot plan. If work authorized under Receipt No: g,--.2a-,6 a sign permit has not '-' oaopleted within ninety P iMruved By: — days after U-N2 issuance of the permit, the permit Date: S ;„'1� stall tern m_ null and void. fZ,E MICAL Pf101IT I CEM7IFY 1I11AT I AM THE PEa7 DED OWNER OF T1II: tMVE ED: YES *ej No ( ) PROPERTY OR AN AGEIrT-?A iOf2IZED BY 711E C7GWR_ RlJXMRM: YES ( ) No ) Apl)l i t- s Signature !!! .a;kt$i 4_"4.A- Zvi-moo -- /I 1.II,IIu4r t.lires, „ N^8,. 'Ih1eaho:h, 7r 711 In w* # 7• i1�f 1��OQ7 if 1 i To r.)- 1�0JA-I I ~�_5 �t'o�. MnJf�I►eco t�T�� ASD�7� a►a A l_ CITY OF TIGN O ru; 7L - n '-'.�Y'7.L�"�7!a; .1-_-r��•awa�arti�..r ts....�.�i•-_�ti.�:.i�-.-- �.-i ." "_ -a-+�-�r^�.� 3131 EAST 46TH STRFFT M42 L T 0 S Os ARIZONA L U O R E S C O 4NIOt'NIIr ARIZONA E T 8"40 ISO40 TUCSON.ARIZONA 6ST?6 - ---- (60?)6)J'TYSJ ITGNrevc aGMY�INrfM11YCrCOMI (G02)M- 600 tJa��e b,161-0"1 k M•.Mtl,.r�.•p rn1r Y•tl Til rlu.rrrte kr nnQ Il i..w 1V ►rw�T rb.e.rKelynh.q Ilq r.plbM .00allOn - rwn..n tenon wa�n b to uootl nM M..crtl 1"-4 ♦ T c.yrt a rrnlbrtl a onT yp,.nn int SCa�C/ � rno.q..19 N tor... wro . �q..r• / I. I / Drawn �e..,t�r,...r..rrr.....n.l.o.�w.rol Date �.-j.Cs r {•�4}..1 RPvISC sw M Mor 4ow.y O..r nnp•1 � __- ^_ w r ueao<e lgnnno Customer ro provide pnmarr power to sq,., location All switching crrcurls ��..ww.a.bror.n onT l o'lern'On pe'm,Is enp-tering and rime tO obrom are e.Ira unless otherwise f w..w.M.'/.�n1/.r0 Horn tluO.�ttt pecll/ed Approved S) ✓� D•awinp Number 142097 1'yP. fi`(P u AL>1 jo P MOU�1''�h11� b��I�LG� S�iJFi��1GE Ci,�� -10 ir IkjlQh �� g C �yP �yP (u1DO t M P OID AA 3 i All000A 3 P I III I I I I I nKtiFnaK� Rk LI � r>. U-A vv�,+,c-G N I SII fj,2 MoJ)fA fS') fws44 kv OIL (� lop 4) , P 110A �P doe- PILOT 1 1��<L ��1�1rJ k►1lr�k�� M \� \r ,SL, �CltT APPROV Op T1GARD CTTY t-AAT MIL at, L'e- FEAST STREETsou C 1PHOENIX,ARIZONA!3010 NA 63726 (602)623 TS 53 IICNrING SIGNM.INIfN�MCtCORP (602)276-0600 I rmr� Tnrt n.n mrpm.r unpubinn.e euwmp ��y ' _— mtlwewrtn.DroPclbrnpDUnneolmO(:ein�• -- raabrtlupre.colpMmp Itnnol to pr I mown to.^ram euurer rou.orp.nrrl 10 of uMtl •:OIOeuC.e �_—_..nrb leo :..r 4F.ran in. CBIe SAIeSmAn<n.nprnp pl rabrt trcet or Gnpll<.. _ 1/ ) fi.nom of mHr nr m glumm.nan Not'101AIe F"1�/�1�^ _s3�ra�w—BY ;�9ed .Iter rM N.r<.r..rnp Owm.rMp of ee.w^rt Z",ar num..<o tgnl.np Cusforcer to orov/de prlmfry power to sign location All therwiswitcha specified P.rm__1.u..m.^r!arm or ..nran permits englneermg, and time to obtain.are ext, unless ofherw/se specdled mutt nip I.obbm.a h—huoc.u^ -- Z. Dr6Wing Number tpnl.np rn..nmy Approved By 1 t(•7 TF``7!L i SIGN PERMIT PERMIT #: SGN92•-0071 DATE ISSUED. . . . : 05/06/92 EXPIRATION DATE: OY10614;Z PARCEL. . . . . . . . . : 2S115BA-00101 ZONE. . . . . . . . . . . . C-r BUSINESS .TAME. . : ERNST SIGN LOCATICN. . : 16200 SW PACIFIC HWY APPLICANT/AGENT: BOB GRUBER BUSINESS TAX NO: SIGN: PERM^NENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 3' X 15' TOTAL SIGN AREA. . . . . . : 45 sq.ft. WALL AREA. . . . . . . . . . . . . 4680 sq.ft. WALL FACE (DIRECTION) : W SIGN 14FIGHT. . . . . . . . . . : 26 ft. PROJECTION FROM WALL. : 0 in. ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: PERMANENT WALL SIGN. 3' X 15' = 45 SQ-FT MATERIALS. . . . . . . . . . .. . : ALLUMN/PI.EX EXISTING SIGNS. . . . . . . : 0 ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT RF,QQUTRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 25.00 APPROVED BY: i HATE: 05/06/92 Permit No. CITY OF TIGARD SIGN PERMIT APPLICATION Tho applicant hereby applies for a permit for the work indicated or as shown in the ac( ompanyinp, plans and specifications. SIGN LOCATION ADDRESS: �l, �iw� ;CACI ZONING: �; Q�F I NAME OF BUSINESS: APPLICANT/AGENT: _y� COMPANY: , vim._=,,•: rJ PHONE: 'III. Tax wh e kept all The City of Tib;ardness °ins the City. Do an annual Businesspresently chmust t ab current cur.rent Bus iness�� persons doing hTax? us Yes (--q.) No ( ) U.L. Label # zaaaaa a sma s aazeaaassaas szaam:eaaazaa:za�ssmscxsa-3azmaazs>ssaszas zzsss�ssessss••zsssasss..aa�r PROPOSED SIGN: (Check as many as apply) PERMANENT (- ) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL ( "") ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) � EXPIRATION DATE: SIGN DIMENSIONS: I TOTAL SIGN ARF'. (Sq. Ft.): H - - WALL AREA (Sq• Ft.): - WALL FACE: -,'yOh<r - "EIGHT (ft): 3l� PROJECTION FROM WALT.: —_---- ILLUMINATION: YES (—T-30-7--7TYPE* Alr.�_ COPY: MATERIALS: — EX[STING SIGNS, _(�4 ADMINISTRATIVE. F,XCEPTTON: - N/A ( ] APPROVED [ ) H014 MUCH % AREA [ ] HEIGHT ( ] COMMENTS: --------- ----- --- -- ----— -- — _ — ^ax=x-a=-xssaa:eaaa�<=ac,=3x x*ax=a zss ax xsaxox-- PLANNING DEPARTMENT All sign permi.t.o must be accompanied b a scale ;Lawinl, Permit Fee: and plot plan. If work authorized undo a sij;n permit —~ , has not been completed within ninety days after the 4-cei t No: 1 -�-16 Ap roved By. — issuance of the permit, the permit shall bocosie null Date: and void . ELECTRICAL PERMIT �' 1 CERTIFY THAT I AM THE RECORDED OWNER OF THE PROPERTY REQUIRED: YES ( NO ( ) OR AN AGENT AUTHORi;FD BY THE OWNER. BUILDING FFRVIT `- _- REQUIRED: YES ( ) NO ( Applican s Signature ►T- �V F tit dress a P�, one 142097 $Vr- O„ FM 16-0 (r 5.�r ��p�. ��,(_ (� U t2C�.1 i�' If.�J I{2�.7 (7 f^}�2 (,.6t�F�� (1 MD.� otil�`� (ALU t1•L �-��Ri��- �.� ��,�,u. (��. � Pkr� c,►��tJ� �Lug . lit pp �=6- 116 Akc"A. ht V�ZIM V 4,) . LWA i r o t,o .k4A }-��t�� -�� F�E� ��D(UE- UIoDti ,2-� �n��L�►2 (`(�((�CAt_, 1,61tA crl .a�L �' "�►c�,t e�� c � crr l�b�� l��t� �rl��i r>� Or ��-►-�yes ►�c-4� L��Vie.. �>��Z.►t�v ►��nrJ i r;��y 2-" 4 Z'� 1� coil° Yz'1 ITY oV TIGARI� 1C ► �bi��T�) _-ry y�bPoret finite z 11a J. fi2t; �• , A41: 1.�/12h O.L . l.byt (,iFT7 kVn20J(, D 3131 EAST 46TH STREET P O BOX 27012 L U O R E S O O A915 SOUTH 32ND STREET PHOENIX,ARIZONA 8 040 �hT1 TUCSON.ARIZONA 65726 �r ;602)623.7953 lMl G SIGN MAIN I[NANC[CORP (602)276-.$00 Namp �f n Ihq i..n m.q.n.l nnpuoh.h.tl orw�nr Ey L_ � i .leo by 1"Wortero Light—)II p.uE v w� mdletl wtle.propyl oeinq 01nneO you by rlu0rerto 1.9f-nn9 IL.n0110 O. 1.nCC'R�r� M n.tn to.nyon, oul.ror you..'9.n, �r��} '�`I�11i /�'LJ.+'�'✓ �{O(,:lf.�',� y .Ir�N on M.'1..1 In t.JWd Ieoroeu:ee �'L�r.V1 p r np.a n...n.b0.tl.n.h.b.n,on Tt- Cale�' t4,1�� SaipS'Mar1 p/a*n By K2 'n.nginq of C.lor. .1r.. 0. Spot.'. ��/1 �� nnn,o•m.l,..n.—1—:70 ft D-,te N FievlSed rill,n e.uc er..m9 O..ner.n,p of e...gn .n.le by rl•.o.e.ro l.9nt.ng Customer to pro,ide primary power to sign location All switching t'-- iifs r"'.S'o'ma-Ili ,rmo,l..n,on permits,englneerlr o and time toobraln &reextraunless otherw'sesp-. ✓ nu.f lu.l M 01112"..1 Oo.�eluore.r0 y.9non9.n..rinno Approved By DraNmg Number I.c` F►C-31Z ouviumm SIGN "ERMIT PERMIT 1(: SGN92-0072 DATE ISSUED. . . . : 05/06/92 EXPIRATION DATE: 07 PARCEL. . . . . . . . . : 2S115BA-00101 ZONE. . . . . . . . . . . . C-G BUSINESS NAME— : i RNST SIGN LOCATION. . : 16200 SW PACIFIC HWY APPLICANT/AGENT: BOB GRUBER BUSINESS TAX NO: SIGN: PERMANENT (X) FREESTANDING ( ) L'REEW'A ( ) TEMPORARY ( ) WAI- (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : "r` X :36 TOTAL SIGN AREA. . . . . . : 259 sq.ft. WALL TREA. . . . . . . . . . . . . 6048 sq.ft. WALL FACE (DIRECTION) : W SIGN HEIGHT. . . . . . . . . . . 27 ft. PROJECTION FROM WALL. : 0 In. ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: PERMANENT WALT, SIGN. 7' X 36' = 259 SQ.FT MATERIALS. . . . . . . . . . . . : ALLUMN/PLEX EXISTING SIGNS. . . . . . . : 0 ELECTRICAL PERMIT REQUIRED: YES BUILDING 7'ERMIT REQUIRED. . : NO IkDMIN.'STRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 35.00 APPROVED BY: {i1�yl DATE: 05/06/y? 4W I O� Permi f No. 1L�-�� CT.TY OF TI.GARD SIGN FERMTT APPLICATION rip a,^.nl i cant hereby applies for a permit for the work indicated or as shown in the accompanying plans an,! specifications. ZONING* SIGN LOCATLoN ADDRESS: NAME OF BUSINFf-S: R'N�T------- HONE' ,�g1-3o$� - COMPANY: r(1�I-,'N1 �I.�G1^ -- f`. . APPLICANT/AGENT: �� all and imposes an annual. Business hhav�tabcurrent e kept cBusinesstlTix? The City of Tig he Cit Do you Presently persons dolnk business in t _- U.L. >>a he L �� Yes ()- ) No ........ -____'_--_____.,:___�•______•____.:_�____ a:ea=ac_==a===s'A==a's°"`=aas PROPOSF•D SIGN: (Check as mnny as apply) � FREEWAY ( ) PERMANENT (✓) FREESTANDING (� ELECTRONIC TF�4PORARY ( ) WALL, BALLOON ) OTHER ( ) BI LL:BOAP 1'i F.X,,IRArloN DATE: ----- ;iGN DIML';tdSTONS: n _ -------- 'COTAL ST GN AREA ( q• Ft. -- WALL AREA (Sq. Ft.) : �1�►d�� - -- WALL FACE,: _.-_-_ ___-----------�- HEIGHT (ft): PROJECTION 'FROM WALL: SNOT- 1 TYPE• ILLUMTNATI(IN: YES COPY:MATERIALS: EXISTING SIG;4�i ` ------ 11014 M ICN % AREA [ ] HEIGHT ADMIMiSTRATIVE EXCEPTION: N/A [ ] APPL,OVF`D [ ]�----^--_- -`-r_--�^-�- Cot*�FNTS: ---------------- - _ - --- - --L d by FPARTMLsNT All sign permits Tf"WorkeauthorizPdFund 'iagslpe permit g PLANNING D and plot Plan Permit Fe?S— has not been completed within ninety days after the Rec�tp____ t NO�`�� `�N—� issuar^e of the permit, the permit shall become null P+roved BY: �- — and void. Late: — c;FRTLFY THAT I AM T112: RECORDED OWNER OF THP. PROIERTY /r 1 FI,F.CTRICAL ''FRMIT ) OR AN AGENT AUTHORIZF') BY THF OWNRR. RFQUIRFD: YES NO C✓) BUILDING PFt'MI.TD�-A J4�� nature RFQUIRFD: YES ( N� Apnllc is Sip A dress J 142097 7/ a MD D� I ��14I J►Q. t� �1 L.T�i►�Cl_ �l.�'vb ATIP O VED CITY/ OF TIGARD ny Y,rrm MPyg Title piQ?�t Date s 17 4 mjp�Lqfm C"I— pal fZ_ v�,(- - � /:ill ls'•. �MY.�.V� 1Vl p (� J��V7 T ` 1c�1� F SY!STH STREET X tT017 o 1115 SOUTH 32ND STREET ARIZONA 657?6 PHOENIX AfIIONA 63nIC RESCO -795? IIGMTING 61GM MAINTFNANC'F CORP (60t!?75-0600 NaInf' �...�- pm.�unpuob.hed dr.w,np lno,..Cd l,phanp 11 q.uh p,01.,1 t..mp pl.—d IM -'---unrwcolgMmpli�.n�noD. IPC .Down In•oxen.ouh�M,nu•o.p.n� �I-�.rj� �``1,._.I� L/_' `A-e �iV�1`�� ulti'�ilJ\y nor i.a In ��111X—.�>F�+ WWW�7744" ./��t.If.r R.✓ Cel l.d o,..IbDiNd In•n,I.Mbn YDt -- 1/I 1 �1 � Ai— ChSMQ,n o,cdo.. .u.. o, .OPD". SC 81!' t M S81eSma1rIn,1� `I [�1�_aWP 11on.01,.41!n.�0.IIIumrVDpn.DxPC Dale Y-L, •1 m A(A. ---- M.,IN INUC d,xwmp Ow.,.•.nm of Be VISPd M.Ipn q h.1d Dr Flu .._I,phonp CuVomer t0 provide t`IIIIIA'�DOWP/ f0 Sign / P.,miuienleo..,een,lw.ne,!•.hien ocation All switching errcurs —.1f".1r•omm-d I,em Feu permits. englnc Pring. and time to cbtam are extra unless otherwise specdleld e,e.0 n �gnurgm.,A'^p Approved By -- -�`---"— ��j D,awmg Number i.0 F-K-i7 11 - I t a�� t CITY OF 1 :i CARD REM I P T OF' PAYMENT HL*c~7,1~'"f NO. 1 2-ei 617b C':HEC R AMOUNT 1015. 00 NAME 1 M,JC..T 1 -i._ r(. HT BROCII)WAY C:ISH AMOUNT 1 0. 00 ADDRESS a SIGN GO. , TCN POYMEN1 DATE: 1 05/04/9E• 3255 NE AR0AD6AY GUE 0I V IS I ON PC1PTLAND, OR 97..-32-- F I PPOS OF 1',lAYME:N7 AMpl.ln'T f.'A I U PURP0 3F OF r,oYMEN'T AMOUNT PAID iN ��EF?MI7 F gr'._!!'�E,9 10. 0J"k SIGN PERMIT f= 9e--070 :.3',3. 00 i()N PERMIT f' 92--071 2°3. 00 SIGN rsRMI'T F 92-07C' 1"CAL AMOUNT PAID INSFtLZI_�N N01'I�"E cl.ty of rtgard guf1ding Deparr�ent 13125 891 Mall Blued. Tigard. Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-A171 Mach. Rough-:n Appr/Sdalk Footing plbq. Unders'lah I I i� 1 lINALs � Flbq• TOP Out Gas 1. no round. / Framing -Bldg. Post/Beam Struct. san. sewer Rain Drain Insulaticn -Flumb. post/Beam Mech. plbq. Underfloor Neter Line Gyp. Rd. -mach. i TiAWNS .&L7- Date /5— Address:-,4 --- Bu THE F()LLOMING CORRSrTIONS ARS RSQUIRSDs ------------ Dato Inspectors 7 7T' �,/ DISAPPROVRD APPROVED SUBJ3f'T TO ABOVE /'—A11 PROMO ---- f Call For Reinsp. _1% CTIOtI [{OTICE City of Tigard Bu+-lding Department 1.3125 811 Bal, Blvd. Tigard, Oregon 97 Inspection Line (Rec-O-Ph.ne)t 639-4175 Business 639-4171 Inspection:_ / ..�Z �, lj -\/ 7 Footl-ng Plbg. Underelab Mech. Rough-in Appr/Sdwlk Found. Plbg, Top Out Cas Line FINALE Post/Beam Struct. San lower Framing -Bldg. Pont/Beam Mach. Rain Drat. Insulat.on -PI mb. Plbg. Underfloor Water Line Gyp. 8d. -Mach. Date Requestedt_-._ _ZtTimes AM �1011 i� . Address: f_,..�� S(( ,f Cir C /'�f L�� Permit f s� Builders ._:t.� THE FOLLOWING CORRECTIONS ARE REQUIRE121 Inepect-ir:-- --- __-- -_ -- natet _ APPROVED DISAPPROVED APPROVED SUBJECT TO ASMS Call For Reinsp. DATE: _ PLANS CHECK NO.: PRGj;:GT TITLE: 04"Ir COUNTYWIDE ---- F--- _ TRAFFIC IMPACT FEE rMAJUNG L,CANT: ,r Agb WOSEE� l1 1 AI?DRESS: (FOR NON-SINGLE FAMILY USES) _ 30Q�/� � �Y--� u�---- C1TY[7.iP/PHONE: RATE PER _f�T'AN��-�7=0/ t1S ATF�c�RY , TRIP TAX MAP NO-: WESIDENTIAL $138.00 X00 SITUS NO.ADDRESS. �INESS_AND 4MM�-��A 12 ��s 133.00 TRIAL_—___ $57.00 L INSTINTIONAI- — — PAYMENT METHOD.- - iE IRRSTTTun(WAL(WLY: CREDIT OESCRRRP IMI OF I�jr� RIPEKBAY AVG TPATwEEKM AVE TPW MT c RgN( iOFT�PROMISSORY NO LAND u G►TEl90M0•'r1 �i � �-- _ M-ftil TO OCCt) BASIS: Os!'R>� � 6� &C 4/G, �� s �awtic 4w b"'/d1401 /proil S41.c apic v (;AL.CULATIONS:` "� ��• .WIP RA'fE x TIS iio R�'"T, C•+��•: T�,� yG. / • Z ' ` PROJECT TRIP GENERATION: F EE�� EOR AC=UNnNG PURMSES ONLY! Am tioNAL NOTES: Rw1Af s 7,�tAR*RT.w 43S', te'o® _- PREPARE BY r _ (X wASMNGTON COUNTY VIII 11F10 ',W NOTEBOM INSPECTION NOTICE City of Tigaid Building Department F.J. Box 23397 Tigard, Oregon 97223 Phone 639-4175 Type of Inspection __- Date Requested_ e7Z Tl me_ A.M._—_P.M. �•� Address v' y rC) A C C✓ —__ Permit Owner _ Lot # Builder The following Building Code deficiencies are required to be corrected: Presented to -.� [�-7Approved i Insp-;tor Disapproved Date CALL FOR REINSPECTION [_-] YES ❑ NO City of Tigard 1h=11diog Department- 13225 ON Hall Blvd. Tigard, Oregon 97223 / % Inspection Lire (ROC-O-Phone= 6.39-4175 Business PhonX 639 v417�^ lrepect ion r Pl.bg. Under=lab Neth. Rough-in Appr/Sdwlk Footiiiq ` Ylbg. Tc, n..: e.e� Line FINAL= Found. i -Bldg. Poet/Beam Struct. San. Sewer -Plumb. Post/Beam Mach. Rain Drain -Neth. plbg. Underfloor Nater Line _ Time= Date AecVlested= ✓ z �, Address=__ guilder= T= FOUR NINO OORRECTIONE AM REQUIRED= -- i � 6 l bate:_. , Inspector 11PPROVEO ___- DISAPPROVED APPROVED SUBJECT To ABOVE Call For ReinsP• IN$P34T ON NOTICEI City Of Tigard Building Departaenr� 13125 SW Ball Blvd. Tigard, Oregon 97223 ILopectlon Line (Rec-O-Phone): 639•-4175 Business Phone: Lf9--41711 / Footing Plbg. Underalab Mach. Rough-in Appr/sdwlk Fou;d. P;.bg. Top Out Gas Line FINAL: Post/,?-am Struct. San. Sewer PtaRing -Bldg. Post/Ream Mach. Rain Wain Inqulation -Plumb. Plbg. Underfloor Water Llne Gyp. Rd. Aech. Dr' ~fir_---- �G� �1( _ Timet /�--AM PN Addresee (11;1-00ALC t_If c Permtt f: � Buildcrr_--E--n. YLkt- _ 7 TAE Fn"WWING CORRECTIONS ARE REQUIRED: 74`?/ Inspector - - - nate: —APPROVED --- DISAPPROVED _ APPROVED RUBJECT TO ABOVE I � _ call For Reinsp. City of. Tigard Baildiar, DePertswn' 13125 RM 9a;1 Bled. Tigard, Oregon 97'!.23 Inspection Line )R.ec-O-Phoga)$ 639-4175 9usiness Phone: 639-4171 Inspect Lon 3_— J Tooting plbg. Underelab Mach. Rough-in Appr/Sdwlk round. Plbq. Top Out Gas Line MINALs Poet/Seam St-ruct. San. Sewer Framing -Bldg. Port/Beam Mech. Rain Drain Insulation -Plumb. Flbq. Underfloor Nater Line Gyp. Rd. -Koch. Date )`equestedt 2- `�Z- , _ -----Times - AM 211-1—PH LO Permit Permit Builders ( GAJ - �-S—` THE FOLLOWING CTIONS An REQUIRED: Tn.;actors Dates, APPR)VEd DISAPPROVED APPROVED SUBJECT TO ABOVE For Rei_nep. INSPECTION NOTLCB �� + • City of Tigard Building DMMWtas:nt 13125 BII Bu11 Blvd_ Tigard, --gon 97273 Inspection Line (Rec-O-Phone): 63j-4175 Business Phone: 639-4171 Inboectioa: i -��c Footing Pibg. U�A-r-tab Mech. Rough-in Appr Sdrlk Pound. Flhy. Top Out Gas L'.no PIna:e Post/Beam :.;•uct. San. Sewer PramiAg -Bldg. --~ -Plumb. Post/Roam Mect.. �t Drain Insulation 1 Plbg. Underfloot: Water Line Gyp. Bd. -Hach. Data Requested: � v�fJ —_Time: vl-- AM ----- ----I'M ---"TTT Address 2_A 27-- Pdrm1t !• i� Suildur: THE POLLGWING CORRECTIONS ARE R.RQ1TIRED: 1 Inspector:__-- — Date:- APPROVED �— DISAPPROVED I:PPPOVED SUB.TECT TO ABOVE Call. For Reinsp. i M CITY OF TICARD April 17, 1992 OREGON Mi.char,l C. Barnett / Peter schroeder Architects A.TA 1904 Third Avenue, Suite 1005 Seattle, WA 98101 Project: Ernst How Center, PUP 92-CJ41 16200 SW Pacific Highway Dear Mr. ,arnett- We have reviewed your letter cf April 7, 1992,. to Mr. Jerry Foy, WestwOCX1 oovporation, relating to t:10 use of thumb.-turn locks on exit dooro. The use+ of such devices is generally not allowed. A full reading of Sectior. .1304(c), from which wou quote in your letter., will disclose the application of the exception iia limited to main exit doors. We concur that thumb turns are readily recognizable and may contribute to security, however such locks do not comply with the code requirements for being operable without the use of any special krAow ledge or effort. A revieir of ANSI Al17.l , Section 4.13.9 Door Hardware, will show fc.rt.her timitatiOno to the use of such hardware. The language of that section has been adopted verbatim as part of the Amaricans with Disabilities -Act (ADA). Our reading of that legislation, and discussiors of its application, leads us toward a fire recomnandation against using thumb turns. Additional review of the ADA guidelines (i.e. thiii is it-bat to do to eecape future law suite) indicates we should require that the sidewalk stairway at the northwest building corner., which connects with the adjacent shops, be replaced with a ramp. This mry nlso impact the other exit stairways, other than the loading dock, which are being provided. We renline the impact of all this, and will assist in every way possible to aid in reaching a satisfactory solution. Contact us at any time. Sincerely, C ' Jim J Plans aminer FAX 503-684-7297 13125 SW Hall Blvd,P.O.Box 23397,Tigard,Urea:n 97223 (503)639-4171 ------------ APR 16 '92 05:01 WEsrECH ENG. INC. 503-565-39% P.1 1NESTECH ENGINEEM11C. INC. --- - CONSUI.TING CNG DEERS&PLANNERS 1 TO: 66 W o�, _ DATE q//G/,;7_ 10B MOPROJECT: ENCUOSED ARE: COPIES DESCRIPTION 1 a-vtx� ,.)A3ge-' c/ c.c. THESE ARE TRANSMITTED: o For Approval (119AsRequested o For Your Ilse 0 Ower REMARKS: NL.31r1J;,j CJA? 16 MMR �' 0 : to COMESm: WESTECH ENGINEERING, INC. 3421 25th St 5 L..Salam,or►gon 9750: .101 (503)5195•9 474 Q 13500 S.W 72nd Ave. Portland,Oregon 97223.8032 (S01)684.9226 D 1300 OaYmor,Wap Cu,ene,Orngnn 91401.3530 (50)),11-4454 SALEM FAX NO,(503)5t4S 3986 a APR 16 192 05:02 WESTECH ENG. INC. 503-585-3986 P.2 v WESTECH ENGINEURINlG, INC. CONSULTING ENGINEERS S PLANNERS —IT VO �rzfr�-- �. �rtun� Apt-.c.,s•� ��c-s� 10 .� ►--� J ou �'jC��T1 r�L U'l /�S d le... � �/•rlSr79t�c.#'t� Mete: 46 A Z By. � Checked: Sheet of APR 16 '92 05:02 WESTECH ENG. INC. 503-585-399G P. II I 49 (P,log ear Ole f t P.4 APR 16 '92 05,02 WESTECH ENG. INC. 503 585-3586 1�1 IN �I c 14 �i -_.---- r Z 4AI'A,'s o sc Az p o '. 2 U 1� 04. dW tAl WI etc- M ArR 16 '92 05:0:3 14ESTECN ENG. INC. 503-585-3996 P.°; Table 2.1 F;+JkO GOEF�aQjS �vR_Itt .RATIOMAi�lfFM ROLLING HILLY FIAT __ QUAN Pavement 6 Roofs . 0.90 0.90 0.90 Earth Shoulders 0.50 0.50 19.50 Drives b Walks 0.75 0.80 19.85 Gravel Pavement 0.50 01.55 0.60 City Business Areas 0.80 0.85 0.86 Apartment Dwelling Areas 0.50 0.60 0.70 Light Residential ,- 1 to 3 units/ac. 0.35 0.40 0.45 Normal Residential : 3 to 6 units/ac. 0.60 0.55 0,60 Dense Residential ? 5 to 15 units/ac. 0.70 0.75 0.80 Lawns 0.17 0.22 0.35 Grass Shoulders 0.25 0.25 0.25 Side Slopes, r:arth 0.60 0.60 0.60 Side Slopes, Turf 0.30 0.30 0.30 Median Areas, Turn 0.75 0.30 0.30 Cu;tivated Land, Clay 6 Loam 0.50 0.55 0.60 Cultivated Land, Sand 5 Gravel 0.25 0.30 0.35 Industrial Areas, Light 0.50 U.70 0.80 Industrial Areas, Heavy 0.60 0.80 0.90 l Parks 5 Cemeteries 0.10 0.15 0125 Playgrounds 0.20 0.25 0.30 Woodland 6 Forests 0.10 0.15 0.20 Headows d Pasture Land 0.25 0.30 0.35 Un mproved Areas 0.10 0.20 0.30 2.4.7.2 RainfaU Inteitsity "i" The rainfall intensity "i" indicates the severity of the rainfall . Rainfall intensity is related to the rainfall duration and the statistical recurrence interval of the design storm. In Oe rational toothed the rainfall inten3ity corresponding to a duration equal to the time of concentration (Sec. 2.4.7.3) is used to calculate the peak flow. The rainfall intensity can be selected from the appropriate intensity-duration-frequency 0-D-F) curve found in Appendix 2.A. r 11 r IUY i n 4r/IM Rrnr Se.Y^I 1 !,4l 1 v rA l`OL ,+Nilo 'A HblfI i ( HP,. �.1j► 1 flood Rad A11.4- � .. 7 MA.n� u Cb.rPr _.i r FQ -N f M'A� / • l Jfllle I NONAI RIV R 1 y a. �_ t,lfw, y. 1 1 n 71 JO len II �� I T ' M ri lw n f11a1 r ,..1 4 � 7 J �, N N 5111 A II I N nen Ob lyl P M O l i « M AIRC!U I O N _._'._HtPbA. fPN Mru,.rr "J /v 1 N.w r BwMrr I/. VM .•, III, = 5 J f /E RS (I N R,e4oy V A C. _ . f R AI T � fY H ! I. f P OAW /• rtrf.rll -� 1 r.-./ 4. WOO `Ill �_n ._ HIM r, 1 Ile "(��.) /rlP � Aluliiu � 1 _ .�•_ �' Peed � R o C +rin � f rK R� I I n C s SfI�J (Miall. 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Iwr+wI;:i==�w • ij'{• _ wr�r-�- w / i• •::rw■wrir >:...aus I. ::ia�ll r■..--_-- sss. .-c---=-• Peter Schroeder Architects AIA 1904 3rd Avenue-Suite 1005-Seattle, WA. 93101 i FAX TRANSMMAL CGVFR SSf.FxT DAIT: 4171 TIME: I 5 -- - TO: AT FAX NUMBER ATTN: RP:GARDTNG: — ------ 1 %NT AjUd SENDING THE FOLLOWING: �yI�_y�,�1/ [�,y�y�� ,1► �'+M� '�� "�+\. � �I i�d I i�dl�I �"• C..✓'�f�r� v^''tlir i�' .IF� ,�� I 1 I �.!I� �Mltii I l 1` F; em!.�v `1� �.al:: i n al:q I. n „� i I rtd:.ji t I I I �dtla G '�k4W�•'1 YI 'I'II,.�,". :� �l�r� .'�;+� �! + "#"�Y6 y,W�q.�� I:,... , b,tr �y9.4dJ��.P.�,��1�1.rIt •I.(;�q �hrC I I„hl.•. LLL I � I II Y NO a,M1 It a in iq�y�1 hpA ilgblli p111y'q� 1,i, F I'n I I:I`'I X41. 1 II I..� �.. ..:., Itr rY•t,�f'H�II N'h�li i'�11 r�'jI41�Il�IIt1..I�M��I�iII:�P..1..:x.'111.IIS,..'..� r ► NtIGF1 .t..� G. _ -fel . ..... .(... .. .193 FAX NUMER:(20)..n3-1042 ^� REPLY BY U PHONE 0 FAX 0 NO REPLY NECESSARY COMMENTS: h�°.11 91�� .i��r�J �� M•'^' - ��^��4�' �'"rrr ✓ '��,.�'14141 1 I'k.�1+�.T r4 ) I c. sv "I iPlk U. ~-~� 1 P4�.�r• MIC .. 1 .1w7.'•.1 Vim' `''^ M�Y.�� • ,\ • \ e TOW, NCTMBER OF PAGES; (Eodudes tb sbePt) TF YOU ISO NOT RECEIVE THIS TRANSMISSION IN GOOD CONDITION, OR IN IT'S ENTIRETY, PLEASE ALL US AT (ZTHANK YOU I 04--09-1991 09a59AM FROM SCHROEDER ARCHITECTS AIA TO 1 503 273 0220 P.02 April 7, 1992_ Jor y Foy Westwood Co4mration 3034 S.W. Moody Avenue Portland, Oregon 97201 He: a t Tigard Subject: Thumbti.im deadboits mar Jerry: � This letter is written in reference to the usw of thumbturn dead bntts shown on the I Eli, egress doors. This hardware hes been approved a number of times before. The code:section that allows this is UBC secfioli 330*;. This section states, "F-xlt doors t shall ba openable from the inside without the use of a key or any spial a knowledge or effort•" We consider thumbturns easily rewgnized by the general public and the operffition understood. In addition, the thumbturns speciad have and integral sign which states whethe' they rare "locked or unlocked" Please $09 he attached catalog cuts. lihe thumbtumg are very important to Ernst to ma�o nos'ecurit. please, verity indicated the 0 use of These device with the building official p apealcztion. ff arrf addition Infiormpttlon or clarif ztlon is required feel free to call. r4 /% ^l Slric.�erely yaG-, --4 g r IVIdiael C. Bam i T01-F-1L F.02 4aozi - ............ -- FUNCTION :1 MATERIAL/FINISH Providts unmistakable noGOceGon to build Ind uwr efculcheon If lino alloy Ing occuponta o1 en uiYs "locked" or with wirer etws9 and clear enamel. open" condition. Under m+n1 lot&' build' Htaotr siin is 003 bltsched alu• , , , In`safety codes, thh olloers the use In all, Urn with Bleck letters. tlln occu0antaes, of a ttcurit3 deadlock Id• stead of cumbersome and Inureun penia Reader sign c'this Door Mud NRamaill un � lotkad During Business Houfi",��r.• �";• MFSSAGF PANEL f� Itis end N ., t. ;" Nhde beclgroure �-Q -1 bctu 'l r lh 'ru (lo^►.call�,'� elld Alsn av+llee e 1 — i Iii" ehtlirtl+lunlr:�r: ''ordl!►�pa^tea J E0 P l 72,1N1,1l74 by II 4066 _ eHill, -- •: -�- ---� '.7• , i" �. t.}ylc'r'ir�)�f C , +�1' �?tA yj/ � r j��/rf' �UM�ff1 iH�`y.+'�h 1 ��•' {,•_ '31,•-►•,•y�'�IiTo epir+te lecl or e(ch tilhovt ay. Infer ' -..'_' �'L.":"�},. d•1�t:'tr+ngit•Nilh'tltndad leu` �ort4sl•�ftir•� SHELL, T URN •'�Cr+, lir d r.C+mi eri ireilebit to suit the pirtfcii; B ass• C'ract of rrs't Unci IINs`es 'lot AIM lilt or Utch Sa resl pi¢+ US1D(818)IfUn aluminum,HardcOia< r� �uni'ipielltallo7n ' 313 (Duk wi leL Hardcolor 333 ► t +ib (Buck) US3 (605) polished br+es, al tl510 16(1)SIMbrontt. ��, � ,''"l`` 'OPTiONs. i Spicily which_A4amf kill'�o<k or Ittch a, ;::•• •j;;; `i �'''+;�;'�' n {".`' >/"� 1�be'opefoled.yyS�ti1r'yin `. , ` d f 7�Y•�;F7.: IF' r1�•l�c'�'.'t•��}'f 'N,�{,' � ',.,r�?' n w : ':f'� `.'1�iaE .-,A lY,jir�,'�',•(4 L�•,;sr'�.�,,;,yn�.3Y1..�```r '1' �'�I�� ''•'l: '�♦'S l�r; +" •1,��•i!`}�.�i. �e'.�°'./'.Z'�7r/i��,'��{� „�,� 7.^�;''•r:'\# I1 tr,.r.. w�vyY•Ir4itr4i � �• , 3r.'J V1c�jy�V � .� �♦ _ J ��'."✓ (..Y .'�1�y1: li�• •M�'Y•�:•4`�s l l'�� =f�1�477� �r .•}� ;Y. �� „Y ,r•• f�" ".i. Y'c:.. ,� 'r„� •I ••�/ ��"•r:•t`yr�l�Ri —. '• �!�1�k,1o•�!'^ •1-,•..� �K TRIM RING STANDARD PACKAGE Y! A."-. + i Furnished. r,i" (n'c�, Sint+bit IOr le n e kl' Ind'vrduehq Oetltd 1 i•'.' l�'" thrck doors Av+11o01a o, s? 7 • �!�.• .ice y 1 c,+' o!�er for other door IMekntstesk; ..1. � ' �' ,\�` ,�,f 1' yf .�•1!{r'•►^•��LItr�X r•,�il•�•��:r(.j_ �tl.' '• ,f' ' 7 ,!?. . '� r1/ •, �:Y,3 Y�� •3; Y• r•.i •'.. .•t '�1?• %'�r'�'LFILi��i • ':P;�.'1..r, .i,,�,'].,f�`rYl.L a rl:, •f j..4i�w►, tf,;^�..�ate.+a1 :��.' .i� Y�Y•Y ^1 �,:•� gW'?lX� ep 11f4e soft,101E ffS.1112. slat til TOTAL P.02 INSP&CTIen aguck 9 / City of Tigard Bulldimq Department '.... _ 13125 B! Hall Blvd. Tigard, Or+egou 97223 Inspection Line (Rec-O-Phonp): 639-4175 Basineas Phone: 639-4171 (ftftLq Plby. •Inderalab Mach. Rough-in ADpr/Sdwlk round. Plbg. Top Out Can Line FINAL: Post/Beam Struct. San. Sewer Framiag -Bldg. Post/Beam Mach. Rain Drain Insulation -,Plumb, Plbg, Underfloor Nater Line Gyp, Bd. -Mach, Date RegveetlIa__dt_ ,I .;p _i.Lmet Address: Permit Ru i lder t-, THE FDI.I.OWINr t`ORRACTIONS ARE REQUIRED! �57- Inspectort _ natal_ —/6 APPROVED _ DIBAPPROV$D APPROVED SUBJECT TO ABOVF. __Call For Reinsp. Cit INSPECT ON NOTICE 131For TIMCT Buildfaq Departsent Inspection Li1e Ball Blvd. T1ga�� (Rec-4l-Phone); 6.39-4175 O 'n 7223 Inepectlan: >� businessPhe; --- �� on639_4171 Footing Plbg. UnderslMach. - - _ Round. Rough_in Plbq_ Top Out APPr/Sdwlk Post/&Uam Struct. San Gds Lina Sewer Gas Poet/BeAm Piech, Framing R. .. DrQin -Bldg. Plbg, Underflocr Insulation Nater Line -Plumb. Date Requested. — 1 GYP. Bd. 1 -Me—h. AddressTi14e7 Builders � Permit THE FOLLOWING 0DRU".11ONS —_.-- __- ARE---�6'2. REQJIRap! InsPectori �APPRONED Dates DL+APPROVED --� Ar'F,t()VED SUBJECT T-0Ate,4 Call Par Reins,. CJ TUALATIN VALLEY TWIRL & RESCUE ANI) Jill BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive • P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 April 7 , 1992 Delta Fire, Inc. 14795 SW 72nd Avenue Portland, OR 97224 Re: Ernst Rome Center 16200 SW Pacific Tigard, OR 97223 Tigard Plan Review 62993 FM7 #628BA-097-018 Gentlemen: This is a Fire and Life Safety P ..an Review for an automatic fire protection system. Tiiis plan review is predicated on the National Fire Pr.otec'.-.n Association Standard No. Thirteen ( 13) . 1 . Hydrostatically test the underground piping system with as many uncovered jcints as possible. NFPA 13 Sec. 1-11 . 2 and NFPA ?.4 , Sec. 8-9 and Sec. A-8-0. 2 (a) and 2 . Provide and maintain signs of standard design, adopted by the automatic sprinkler industry, and attach them as necessary to properly identify the control, drain, test and alarm valves of the ,automatic fire sprinkler system. NFPA 13 Sec. A-3-14 . 3 , UBC Stds 38-1, 38-2 3 . irov.ide and maintain approved spare sprinkler heads . These emergency heads are to be stored in an approved cabinet mounted next to the sprinkler control valve. NFPA 13 Sec. 3- 16. 7 . 1 4 . Water flow, air maintenance, and control, valves shall be supervised incompliance with N1-'PA Standards 72 ^eries by an approved central , pro rietary or remote static =rvice or a focal alartr which will give an audible signal a, _t constantly attended location. UBC 3803 , NFPA Stds 72 Working"Smoke Detectors Save Lives Page 2 , Delta Fire, Re Ernst Home Center, 4/7/92 5. The following tests shall be witnessed by a member of this Fire District's Fire Prevention Office staff. Please call for an appointment not less than 24 hours in advance. NFPA 13, Sec. 1-11. 1 A. Flush (test) the underground and lead-in connection as per NFPA Standard No. 13 , Sec. 1-11 . 2 . 2 and 1- 1.1. 2 . 3 NFPA 13 Sec , 1-1.1. 1 and NFPA 24 Sec. 8-8 B. A1.1 alarm functions shall be tested. NFPA 13 Ser. 1-11 6. An approved set of plans shall be available to the inspector at the job site at all times during construc'cion. Plans are conditionally approved and subject to compliance with the above noted items. Approval of submitted plans is not an approval of omissions or oversiglits by this office or of non-compliance with any applicable regulations of local government. NOTE: One set of plans and one set of calculations will be retained by this office for the file. The remainder of the plans are being returned to you. i Yours very tru Illy, Bert P rker, Fi e Marshal Tuala in Valley Fire and Rescue C: 040792 . L BP:bjl cc: City of Tigard File I wS uCTION_NOT _CE City of Tigard Building Department 1317.5 sN Ball Blvd. Tigard, OregoD 97223 Inspection Line (Rec--o-Phone): 639-4175 business Phone: 639-4171 f: Inspection: �� ` ------ Footing Mech. Rough-In AP1:r/sdwlk Found. Plbq. Top�i1£V� , Gag Line FINALt Poet/Beam St.ruct. an. "ewe Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor /Water Line Gyp nA- -Mech. Date Requestedt ---Time: Address:- ,�L mit 1t l Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: Tnspector:+ / ——Datet _� APF VED DISAPPROVEt7 APPROVED SUBJECT TO ABOVE Call For Relnsp. v oN.NarrlcE Ca Tigard Building D0Part""`0nt' 1312 Aai1 Blvd. Tigard, Oregon 2. rhoro' 639-4".i Innpeation Lina (Rea-O-rhune): 639-4175 9uo•nPP7 Inspectior: Footing P ice' llndoralab Mech. Rough-in Appr/Sdwlk Pl . ,POP Out Gas Line FINAL% Found. � Poet/Beam Struct. Ban. d ' Framing -Bldg. Pont/Beam Hoch. Rain Drain Insulation -Plumb• plug. Underfloor water CLine Gyp. Bd. -Meeh. 7 i ?� Times _� — PK Date ;loqueeteds Address:�� U / permit f i Builder: ---- TRE FOLI.OMIMG CORRECTIONS ARE REQUIRE1): Dates Inapoctorx'!d ,;—,Z--AppROV6D DISAPPROVED f _ APPROVED SUBJECT TO ABOVE Cell For Reinep. i i RM Ins e�r1oN Noes ��,� City of Tigard Building Department 13125 .SW Ball Blvd. Tigard, Oregon 97223 Inepaction Line C(Rec-O-Phone): 639-4175 Business Phone: 639-4171 iti InepsctLons_— � Foating Hoch. Rough-in Appr/Sdwlk Pound. Plbg. Top Out Gas Line PINALt Post/Beam Struct. Sat:. Sewer Framing -Bldg. Poet/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfl..or Nater Llne 6'yp. Bd. -Meeh. o � i Date Requested: � �� Times� PM Address:-, emit i Builder:_-_ ,� TRE POLLOWINC CORRECTIONS ARE REQUIRED: i 42 inspector:_ — - — ---- Dater _'_ -RPFRovRD , -_ DISAPPROVRL APPROVED SUBJECT To ABOVE --Call Foe Reinsp. CITYF TI ARD COMMON" DEVELOPMENT DEPARTMENT CnYOFTMND wnooN 13125 SW Hall Blvd. P-0.Bax M97,Tip",Or"m 97223(5W)639-4175 17 4-HPISING PERMIT #. . . . . . . : PLM92-.001 639-4171 DATE ISSUED: 04/01/92 L_'0 :,ITE ADDRESS. . . . 16 SW CMAC IFIC HWY PARC-Fi-a 2S115BA_'00jj7jL IL':-)UBD I V I S ION. . . . : ZON!NG: C-G 8LOCK. . . . . . _ . - L01 . . . . . . . . . . . . . -------------------------------------------------------------------- --------------- -- "I ASS OF WORK, . :NEW GARBAGE D I SPOSALS. . MOBILE HOAE SPACES. "YPIL OF USE. . . . :COM WASHING MACH. . . . . . . : BA(..KF'LOW PREVNTRS. . OCCUPANCY GRP. . :P,:- FLOOR DRAINS. . . . . . . :? 'TRAPS. . . . . . . . . . . . . . STORIES. . . . . . . . c WATEP HEATERS. . . . . . - 1 CATCH BASINS. . . . . . . cIXTURES- LAUNDRI' TRAYS. . . . . . : E-4- RAIN DRAINS—_ . . . . . . . . . . :3 URINALS. . . . . . . . . . . . : 1 GREA13E TRAPS. . . . . . . LAVrtTORIES. . . . . :2 OTHER FIXTURES. . . . . . 14 IUB/SHOWERS. . . . : SEWER L.INE (ft-) . . . . WATER CLO%3ET5. . c13 WICITER LTNE (,ft ) . . . . 011SHWqSHERS. . . . RPIN DRAIN (ft ) . . . . iema.-r,Ps: Construct new retail 1iav6!-j-ir-e-/bIdkj materials/garden sijppl.y store. !..Jwner: FEES WESTWOOD CORPORATION type a mo m n t by rJ at P r•eC p1 _)'030 SW MOODY PRMT $ 240- 09.1 JLH 04/01/92 P L.CK $ 60. 1710 JLH 04/01/QjF-- JORTLqND OR 9721 '3PCT $ 1::x. 00 JI.H 04/01/9.2 +'-Ihone #- 22 -j°4100 (-'OWER PLUMBING CO 00 BOX 23144 TIGARD OR 97281 5r_'378 31L. 00 TOTAL Phone REQLJRE.D INSV,[.-.C'r IONS 'his permit is Issued subject to the regulations contained in the RD tqfl— i T) In sp ligard Municipal Code. State of Ore. Specialty Codes and all other V1LM/UncJelr-f:1oor- 800licatilf laws. All work will be done in accordance with lop--01.tt ITISP approved clans. This permit will expire if mot-14 is not started Rain Dr,ain I n s p within 180 days of issuatwce. or if work i, susuended for more Mist'. Inspectiin than 180 days. F-irial Inspecticn ............ , ,f*r-mittee Sirinsti.it-P ... By, CAll for inspection 639-4175 CITY OFTI(—:4r,,r0 RECEIPT OF PAYME—NT RECEIP*r NO. CHECK AMUl.jNT 13 00 P,0WER PLUMBING CASH AMOUNT a 0. 00 PF4'Y'MFN'r DATE a 04/01 /90 kDDRESS SUBDIVISTON PURPOSE OF PAYMEN'T AMOUNT PAID PURPOSE' Or PAYMENT AMOUN T PA I U 240, 00 Pt.?)N CHECV. Fr--'. 00 !�.;T,, BUILD PFR071. 00 HARDWARE f-3sVJ PACIFIC HWY ;12. 00 TOTAL AMOUNT' PAID �N�PEGTI�t1UTICE city of Tigari Buildlnq UeoartaentL 13125 EM Ball. 91-wt:, Tigard, Oregon 9722 v_____ Inspoet'on Line (R'c-O-Phons): 631-4175 Buainees Phones 639-4171 Inspection: Footing Plbg. Underal4b Mech. Rough-in 41 Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Past/Boam Struct. San. Sewer Framing -Bldg. Poet/Beam Mach. Rain Drain Insulation -Plumb. rlbq. Underfloc Mister Line Gyp. Rd. -Mech. Date Requested e L� �C __,Times 11N P!I Addr-ees:llrmiitt 12re Li IJ/`f Avildert TtM FOLLOWINO ODRRECTIONS ARE REQUIREDs i T Datet Aj PROVan DISAPPROVED APPROVED SUBJRC[ TO ABOVE G11 For Reinap. IN6P�CTi91 L NOTICE City of Tigard Buildiaq Dsspartaent 13125 BY Rall Blvd. Tigard, Oregoo 972.13 Inspection Line (Rec-O-phone)s 639-4175 Bueineon Phones 639-4 71 Inspection:___ r /J Footing Plbg. Undetalab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top C Gas Line FINAL: Post/Boam Struct. San. Sewer Fr.aming -BId 9• Poet/Bealn Meru. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Mach. i Date Requeeteds y32-� 7-:!& . Times PM Address: Permit 1s„f" Builder: ? �' THE FOLLONIMG ODRpECTIONS AAE RRQUIRBD: Inspectot ---- --- _ ^ates_�'2 7 APPROVED DIBAPPROVXD APPROVED SUBJECT TO ABOVE Call For Rainnp. zUlf �� kA\ �/y ) i 1 ��I R. VMA Ivk Jbibr ,;1" �.v t/�/1A S v,viJj 1 N6p1��cT�ON_NOOT I CF_.. city of Tigard Bailding Ddpartseot 1312S 611 Ka11 Blvd. Tigard, Oregon 9722 Inspection Line (ax-o-Phone)s 639-4175 Business rho er 639-4171 Inspections_ ` Plbg. Underelab Hoch. Rough-in Appr/siwlk -- Gaa Line FINAL: fOtl11d p'lbg. Top Out poet/Beam gtruct. San. Sewer Framing -Bldg. Post/beam Meth. Rei:: Drain Insulation -plUmb. Plbg. Underfloor Water. Lina Gyp. Bo -Hoch. r —Time: ._ AN Date Requestadi T G iormit Ruilder:_i THE FOLLOWING MpRF.CTIONB ARE RSQUIRAD: i I Date s Inspector: ----- APPROVED __ DISAPPRDV=D APPROVED SUBJECT TO ABOVE call For Rsinep. S ECTIO N (C' T City of Tigard Building Departshnt. 13125 OR Bail Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 6.39-4175 Hu/�/eas Phone: 639-417 Inspection:_ li - .•� t'� Jfi�� Footing Plbg. U lab MegI Rough-in Appr/Sdwlk Found. Pltq. Top Out Uas Line FINAL¢ Peat/seam struct. San. Sewer Framinq -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plhq. Underfloor Water `Lina Gyp. Bd. -Hoch. q+ Date Re ,ested: S J / �/ Time: AN __PH Addremu t G ermit Builder: TRE FOLLONIHG CORRECTIONS ARE REQUIRED: 7,5 �" -- -2 ' 'Z-- Inspector: _ Date: _- APPROVED DISAPPROVED APPRUVSD .SUOJECT TO ABOVE __-Call For Reinsp. i + KEYSTONEITENSAR REINFORCED EARTH RE` AIMING WALLS DESIGN C.ALCLILATIONS PROJECT: ERNST HOME C 2frE t TIGARD TOWN SQUARE FOR KFYWEST RETAINING SYSTEMS, t*:-. WHSONVILIZ, OREGON: BY DAVID EVANS AND ASSOCIATES, INC. 28,28 S.W. CORBE'IT AVENUE FORTI.AND, OREGON MAR. 16, 1992 14596 I� OREGON T' 20 , �t q• BARK�J� 3�u�jgy -M : MO ........... r TABLE OF CONTENTS SECTION 1 : PkSIGN TABLE SECTION 2 : lj'YPICAL DETAIIS SECTION 3 : C'ALCM ATIONS SECTION 4 : STANDARD SPECHICATIONS _...............- 1 1 I SECTION I 1 GEOGRID 'CABLE PROJECT* ERNS1' HOME CENTER PROJECT#: RPNX 0035 •ASL WALL A-� GEOGRID L GEOGRID POC'"r[U�� _ 1st 2nd 1 TYPE LAYERS (�) layer layer layer— 8- ASE U}C1at00 3 8.00 2' -8" 3' - 8" ft WALL B+-- �_ -- L C=EOGRD) PO i�I ION EOGRLYJ 3rd YPE LAYERS (Fr) 1st 2nd layer layer layer 2, XIMO 3 8.000' -8"X1d00 2_ 7.00 Y � SECTION 2 r i T ' - r 1 , � � r i , r nursery lumber - I BOLLARD i r , A NEW 87TRlPPINC., I //,' ///CORNERP. -- 4 PAVING , — - —LOADING PLATFOR I W/ I' �� EUcIrCz OF STRI __ -- WIDE CURB AT DRIVLWAI `r ,' '�\ AT 30' RADIUS —--- PROPANE TANK Wt.--)E STF?IPPED '` EEP_J 4` ao LOAE)IW-, AREA AT � t9 WEST SIDE OF F-LATFOR %N EDGE OF EXISTING PAVING ---- SD --ESD ING -- ESD--- EXISTF�NGE —_� — - — RETAINING WALL 3: ANGLE END 45 DEG. Z I STRIPE PAVING 4' TYP. OI PROPERTY LINE y PRC`=EP.TY LINO F�- y C) L \lI G) U � i I Q .� NEDGE OF E? 15TING � a, ` ASF'"ALT P�VING _��0 l END KEY ONE WALL- � �= N 0J 1 ;y i 8 zv I O� Q q 1 , 1 X --I Cd IL I 0 - 1 -9 _ '\ Q .y d fh -35 `31 Ir 1 V1 u 1 \' IL r /,f3GLLARC) AT C05NER TYP. 1F- �� I ' w ICF 1 EDGE OF STf21PPIM, G -- ' MIN` Ex15TIN �\ A7 3p' RADIUS C.:11RVE STAND PIPE w•• ' AT NEW w I 7// �\ RWIP AREA i I i L l�_J FSI \ in / lll__l11 L J z \. .i �;LL �� \��\\.� *y 0 � •� -1 r `---1�-- 'REMOVE EXIST'G U 0 � - E- EEPl, TARJING WALL L.LJ C� o M EXISTING / I ;: 1 RETAINRJG G � TELE �ONE— — 1 RELOCATE I Q Q PF VAUI-T %' / 1 f L WT POLE -1-7� DECx e� RETAINING WALL ENJ A5 DEG ---- -------- -------- a STRIt-E PAVING 4' TY? _-----_- - - - ------—_-__-_ _ ----------------------------- ----- /-�, ' 1 ------------------- - _._.__ .-----.--.—. --- --_. ----------------- _ --- INEir �as+�a��aalrl� rop 1 I I I SURCHARGE w z 8.0' UX1400 KEYSTONE STANDARD O __ - - _� -- UNITS N Lli I 0� 8.0' UX1400� z Lv 8.0' I-1X1400 KEYSTONE COMPACT I (� -- -- - UNITS I FIN. ,RALE 12" LAYER OF FREE DRAINING-_`-I ROCK BEHIND WALL FREE EXISTING PIPE _ F DRAINING ROCK EXISTING CONCRETE WALL I GEOGRID LENGTH MEASURED FRONT FACE OF WALL I I TYPICAL WALL SECTION A _A I c� FRNST NOME CENTRE I1 L a s ��JJ//11 6_0� �r Y1O'Nll�W�7t1�.MC „a �,a ar r awa�t wwa raas �ar,.r r.t• w � wa aa/a1 wla�aUw+a +� wr I � I I f SURCHARGE -MIN. 12" CRUSHED STONE BEHIND UNIT w TENSAR DC1200 DRAINAGE(30% COVERAGE) 'ITE �� (REINFORCED ZONE) - T TI I 2/3 WALL HEIGHT r� , . _ . _ . - . 0 I----- �GEOGRID LENrTH-MEASURED - 5��AIN 7_T SLOPE (MIN) TO OPEN END OUTLET-FIELD LOCATE FRONT FACE OF WALL SEE DETAIL RIGHT I I TYPICAL WALL SECTION P ---F I I 0� aaaw aw wast ra-.a�� AUTOMATIC SETBACK 1/4" TO 1;2" PER BLOCK ATTACH TENSAR —� GEOGRID OVER PINS, AND PULL TAUT BEFORE PLACING BACKFILL. BACKFILL & COMPACT IN FRONT OF WALL TENSAR GEOGRIUS BEFORE BUILDING WALL _ BEYOND 5' HEIGHT LEVELING PAD—SEE DETAIL GEOGRID ATTACHMENT _-_DETAIL NOT TO SCALE — i KEYSTONE BLOCK I I COMPACTED CPUSHED STONE OR CONCRETE LEVELING PAD LEVELINC'' PAD DETATI NOT TO SCALEccc -- --- ----- rxoir�cr �_ _- - ERNST NOME CENTER 'B rol DAVID EVANS AND ASSDCIATES, INc —�—_ PORTLIND,ORECAM R7tA1_/A02 _ (60R)m'Am eDL DRAwx FIY - DL71CN ef KP�vx0035 N.T.S. i I 2 I GEOTEXTILE WRAP TENSAR DC1200 DRAINAGE COMPOSITE---- " ) 4" SLOTTED PVC DRAIN PIPE --� f ° • o • . o� 4 o N GEOTEY,'TILE WRAP CRUSHED STONE FILTER ZONE. � 1/2" MINUS W/LESS THAN 5- _. 1 PASSING THE U.S. STANDARD NO. 200 SIEVE I SUBDRAIN DETAIL_ NOT TO SCALE I t'Raecr B ERNST HOME CENTER slim CB C.o TTTu _ DAVID SANS AND ASSOCIATES, INC. — --------_—_r_._-- -----------.-----_---------___-- -_ - I 287R Sr CURPCTT AVMUE WRTLIND.ORCAM MCI-qoa — ------ ----------_...._.-- -------_._..------ (Ry)W-"," FMA Dk;v RT DG41CN RT K'UA DATT KPNX0035 N_T,5 r I i i SECTION 3 MS i7NG CUNG"RETE RETAINING WALL ADEQUA DESIGNER: BHA PROJECT 11: KPNX0035 PROJECT: ERNST HOME CENTER _ CASE: LEVEL BACKFILL WITH SURCHARGE ALL HEIGHT 3.67 FT DRY SOIL WEIGHT _ - 110 PCF SAT. SOIL UNIT WEIGHT = 110 PCF RE PRESSURE EFP = 0 PCF URCHA.RGE WEIGHT = _0PCF ONCRETE UNIT WEIGHT = 150 PCF 9 = 36.3u PCF ICTION RATIO = 0.58 'LOPE 0.00 DEG •y = 60.00 KSI r -� = 3.00 KSI LOAD FACTORS 0.33 LIVE _ 1.7 DEAD - 1 OIL HEIGHT - 3.67 FT LIRCHARGE HEIGHT 2 _FT 'OV SOIL HEIGHT = 2 FT USE 1.,10 FT FF. SOIL HEIGHT -_ 5.67 F DETERMINE THE MAXIMUM MOMENT OIL LOAD 992 LB/FI' RE LOAD_ = 0.00 LB/Fr Me - 1875 Fr-LB/F7 Io 0.00 FT-LB/FT total 1.87 K-LB/FT_ T B WALL STEM y -� VOL,j W TARM MOl�1� OP 3.67 0.83 1 3.046 1456.9 1.92 R75 SASE 0 1 0 0 1.50 0 FOOTING _ EL 0.83 1.25 1 1.726 259 2.96 765 OE 1 0.83 1.5 1 1.245 186.8 0.75 140 KEY 0 1.5 1 0 0 2.25 0 EARTH ACT} 3.67 1.25 1 _ 4.588 1504.6T 2.96 EAR fH FAS) 0 7, 1 0 0 0.75 ~0 SLOPE 0.00 1.25 1 0.00 0 3.16 1 0 IR W I ARM MO_M VERTICAL FORCE 292 2.33 680 SUM 1699 3951 HORIZONTAL MOMENT'S OIL PRESSURE Me – 1103 lb-FT 'URE PRESSURE Mo = 0 Ib-FT OVERTURNING: SF SLIDING: _ ASSIVE PFESSUutE -- 0 Ib SF – 1.69 —� OCATION OF htESULTANT(E) 1.68 1.19 <,E< 2.39 't PRESSiJRF = 565__ PSP MIN PRESSURE 384 PSF �TF.�L DFS. ISN HEEL DESIGN Vt(S) – 04 V= 0.194 K 0.W IN Z t(con) - – 125 M= -1.18 (K-ina) 0.01 IN t(sur) = 0 d= 6.96 IN (coin) 0.28 IN"2 UM = 28 a= 0.0: IN (max) 1.086 IN"2 (max) - 89 Z= 6.96 IN (min) 384 (max) = 6 Ck SHEAR _ ff(min) – 245 d'�0 --- C.27 IN OK .19 1.18 USE tt 5 ® 12" TOE DESIGN t(51 = V= 1 k = 0.03 �JN"2 t(con) = 125 M= 10 (K-in) K(a) 0.05 iM = 125 d= 6.96 IN As(min) 028 IN"2 (Max) = 65 a= 0.19 1N •(max) 1.086 INJ^2 1(mir.) 489 Z_ 6.&1 IN T(max) _ 440 fT(min) – 65 Ck SHEAR V 1 d req = 0.84 IN OK l US5 q 5 0 12" MR •. WAL .. STEM DESIGN DETERMINE THE TOTAL. VERTICAL_ LOAD FF. SOIL HEIGHT 5.67 FT ALL THICKNESS = 9.96 IN IrLOAD = 992 LB/:'T URE LOAD = 0.00 LB/FT Me = 2083 FT-LB ImIo = 0.00 FT-LB LB total � = 2.08K-FT h h-eff t d Itile Mo Mt a Z s(min) As CK a _ 0.00 9.96 0.92 2.92 9.96 7.96 283.8 0 284 0.00 7.96 0.31 0.01 0.01 1.84 3.84 9.9_6 7.96 644.6 0 645 0.02 7.95 0.32 0.02 003 2.'15 1 4.75 1 9.96 7.96 1 1227 1 0 1227 0.04 1 7.94 1 0.32 10.03 1 0.06 3.67 5.67 1 9.96 7.96 12083 1 0 2083 0.16 1 7.88 1 0.32 10.05 1 0.10 SHEAR d req 0.81 IN OK As(max) h BAR# SPACING TEMP. STEEL 1.24 0.92 5 12.00 IN As = 0.191 IN"2 1.24 1.84 5 12._00_ IN 1.24 2.75 S 12.00 IN 1.24 1 3.67 L 5 12.00 IN I * At p. l of 2 At DAVID EVANS AND ASSOCIA'PES, INC At TENSWAL * 2828 Sit CORBFTT AVENUE * TENSAR GEOGRID REINFORCED At PORTLAND, OREGON 97201 * k,STAINING WALL ANALYSIS * CIVIL ENGINEERS * At Version 3 . 1 At DESIGNER• BHA * F:evision Date 01/31/92 *******.+r**************************************AtAr*********+r**.AR****************** Project: ERNST HOME CENTER Project J•: KPNX0035 Date: 03/17/92. Case: WALL A ** Program Analysis for TENSAR Geogrid Reinforcement Only ** INPUT REINFORCED WALL FILL DATA Height (ft) = 7 Angle of Face (deg) = 0 Density of till (lb/ft3) = 110 Phi in dc:7:.ees = 30 It Cohesion c (lb/ft2) = 0 RETAINED BACKFILL DATA Density of fill (lb/ft3) = 110 Phi in degrees = 30 At Cohesion c (lb/ft2) = 0 FOUNDATION SOIL DATA Phi in degrees = 30 Cohesion c (lb/ft2) = 0 Allow. bearing press. (l.b/ft2) - 2000 LOALTNG DATA. Surcharge ( lb/ft2) = 360 TENSAR GEOGRID DATA Geogrid designation - UX1400 Coverage of TENSAR geogri.ds = 100 Minimum Geogrid length (ft) = 4 Wall soil interaction r•oeff. = 0.9 F. S. for geogrid pullout = 1. 5 Fdn. soil interaction coeff. . = 0. 9 MISCELLANEOUS DATA F.S. for sliding 1. 5 F.S . for overturning = 2 F.S. for uncertainties = 1 . 35 Design Methodolgy = Tensar Guidelines Construction Damage based on = Sand, Silt, or Clay TENSWAL V3 . 1 - (c) 1986-1991 I.-,y The Tensar C,rporalion ********#*#************#**##x:.:.�#*t##*********#*•'. ilrAt�ktkak:4+k*****##* k,e***#,k#•k***,k*k * * p. 2 of 2 DAVID EVANS AND ASSOCIATES, INC * TENSWAL 2828 .SW CORBETT AVENUE * TENSAR GEOGRID REINFORCED * PORTLAND, OREGON 97201 * RETAINING. WALL ANALYSIS CIVIL ENGINEERS ,k Version 3 . 1 * DESIGNER: BHA * Revision Date 01/31, 2- Project: Project: ERNST HOME CENTER Project #: KPNX0035 Date: 03/7/92 Case: WALL A ** Program Analysis for TENSAR Geogrid Reinforcement Cnly ** OUTPUT of S against sliding - 3 .00 F of S against overturning - 7 . 1P Maximum Bearing Pressure (Lb/ft2) _ 13`•3 Angle of Tnclination, Delta (deg) - 0. 0 Eccentricity of Pres. Resultant (ft) = 0. 56 Total Number of TENSA-R Geogrid Layers = 3 --------------- ------- _- -- - -- ----- ' Elevation Ali ow. Length Wor',cingIla% Fc-r e F S Control of TENSAR `Ji of TENSAR Strength of TEN. AR Mechanism Geogrid(ft) (ft) Geogrid(ft) (lb/ft) Geogrid(lb/ft) ---------------•------------------ 5 67 5. 85 8 . 00 UX1400: 1333 600 2 . 22 , ( 3 . 3 , 30. 0) 3 . 67 4 .08 P . 00 UX1400: 1333 579 2 . 30 W( 7 . 0, 30. 0) 2. .67 3 . 54 8 . 00 IJX1400: 1333 F'84 1. 51 Tension ___--Efficiency-of Strength-Used-vs. Available = 69 . 65 1 Area of geogrids required (ft2/ft) = 24 . 01 In accordance with the "Tenswal" licensing Agceement, the designer must determine the suitability of program results. TENSWAL V3 . 1 - (c) 1986-1991 by The Tensar Corporation t * TENSWAL DAVID I•VANS AND ASGOCIATES, INC * TENSAR GEOGRID REINFORCED w 2828 SW CORBETT AVENUE * PO!'.TLAND, OREGON 9)201 * RETAINING WALL ANALYSIS -IVIL ENGINEERS * * * Version 3 . 1 * DESIGNER: BHA * Revision Date 01/31./92 Ptojpct• EPNST HOME CENTER Project : KPNX0035 Date: 03/1, /92 Vase.: .WALL 3 ** Program Analysis for TENSAR. Geogrid Reinforcement Only ** INPUT 1'T;INFO -,1'rD WALL FILL DATA Height (ft) _ / Angle of Face deg) _ 0 Density of fill (lb/ft3) = 110 Phi in degrees = 30 * Cohesion c (lb/ft2) - 0 I RETAINED BACKFILL DATA Density of fill (ib!ft3) = 110 Phi in degrees _ 30 * Cohesion c (lb/f".2) _ 0 FOUNDAT i'JN SOIL L DA'T'A Phi in degrees = 30 Cohesion c (l.b/ft2j = 0 111cw. bearing press. ( lb/ft2) = 2000 LOADING DATA Surcharge. (lb/ft2) = 360 TENSAR CEOCRID DATA Geogrid designation = UX1400 % Coverage of TENSAR geogrids = 100 Minimum Geigri.d lenr,th (ft) = 4 W• 11 soil interaction coeff . - U•9 F. S. for geogrid pullout = 1. 5 Fdn. .oil interaction coeff. = 0•`3 MISCELLANEOUS DATA F.E. for sliding = 1` 5 F. S. for overturning = 2 F. S. for uncertain'_ies = 1. 35 Design Methodolgy = 'rer.►saL Guidelines Construction Damage based on = Sand, Silt, or. Clay TF.NSWAL V3 . 1 - (c) 1586-•1991 by 'rhe Tensar k-,orporati.on * * p.2 of 2 k DAVID EVANS AWD ASSOCIATES, INC * TENSWAL lk * 2828 SW CORBETT AVENUE * TENSAR GEOGRIL REINFORCED * PORTLAND, OREGON 97201 * RETAINING WALL .ANALYSIS * CIVIL ENGINEERS * * Version 3 . 1 * DESIGNER: BHA * Revision Cate 01/31/92 Project: ERNST )TOME CENTER Projo,:,-t #: KPNX0035 Date: 03/17/92 Case: '4A LI, B ** Program Analysis fvr TENSAR Geogrid Reinforcement Only ** OUTPUT F of S against z?iainq = 7 .94 F of S against overturning = 7. 18 Maximum Bearing Pressure (Lb/ft2) = 1313 Angle of Inclination, Delta (deg) - 0. 0 Eccentricity of Pres. Resultant (ft) - 0. 56 Total Number of TENSAR Geogrid Layer's = 3 ------------------------------------------------------------------------------ Elevation Allow. Length Working Max Force F. S. Control of TENSAR Vi of TENSAR Strength of TENSAR Mechanism Geogrid(ft) (ft) Geogrid(ft) (lb/ft) Geogrid(lb/ft) 5. 33 5. 45 8 . 00 UX1400: 1333 861 1 . 55 W( 4 . 3, 30. 0) 2 . 67 3 . 54 8. 00 UX1400: 1333 745 1. 7_ W( 6. 3 , 30. 0) 0. 67 2 . 80 8 . 00 UX1400: 1333 588 2 . 27 Tension Efficiency of Strength Jsed vs. Available = 74 . 05 Area of geoatids required (ft2/ft) = 24 . 00 In accordance with the "Tenswal" licensing Agreement, the designer must determine the suitability of program results. TENSWAL V3 . 1 - (c) 1986-1991 by The Tensar Corporation * * k DAVID EVANS AND ASSOCIATES, INC * TENSWAL p• 1 of 2 k 2828 SW CORBETT AVENUE * TENSAR GEOGRID REINFORCED * PORTLAND, OREGON 97201 * RETAINING WALL ANALYSIS k CIVIL ENGINEERS * * Version 3 . 1 * DE: IGNER: BHA * Revision Daae 01/31/92 Project: ERNST HOME CENTER Project #: KPNXu035 Date: 03/17/92 Case: WALL B INPUT ** Program Analysis for TENSAR Geogrid Reinforcement Only ** REINFORCED WALL FILL DATA Height (ft) _ 5 Angle of Face (deg) = 0 Density of fill (lb/ft3) - 110 Phi in degrees = 30 * Cohesion c (lb/ft2.) = 0 RETAINED BACKFILL DATA Density of fill (lb/ft31 = 110 Phi in degrees = 30 * cohesion c (11)/ft2) _ 0 FOUNDATION SOIL DATA Phi in degrees = 30 Cohesion c (lb/ft2) = 0 Allow. bearinq press. (lb/ft2) = 200 ) LOADING DATA Surcharge ( lb/ft2) = 360 TENSAR GEOGRID DATA Geogrid designation - UX1400 Coverage of TENSAR geogrids - 100 Minimum Geogrid Length (ft) M 4 Wall. soil interaction roeff. 0.9 F. S. for geogrid pul.lou - = 1 . 5 Fdn. soil interaction coc1f. = 0. 9 MISCELLANEOUS DATA F. S. for sliding - 1. 5 F.S. for overturning _. 2 F. S. for uncertainties = 1. 35 Design Methodolgy = Tensar Guidelines Construction Damage based on = Sand, Silt_, or Clay TENSWAL J3 . 1 - (c) 1986-1991 by The Tensar Corporation +� aw 1A w +o w wIRK IRK w M * * p. 2 of 2 * DAVID EVANS AND ASSOCIATES, INC * TENSWAL * 2828 SW CORBETT AVENUE * TENSAR GEOGRID REINFORCED * POR.TT_,AND, OREGON 97201 * RETAINING WALL ANALYSIS * CIVTL ENGINEERS * * Version 3 . 1. * DESIGNER: RHA * Revision Date 01/31/92 Project: ERNST HOME CENTER Project 1: KPNX0035 Date: 03/1.7/92 Case: WALL B ** Program Analysis for TENSAR Geogrid Reinforcement Only ** OUTPUT F of S against sliding - 3 .48 F of S against overturning = 9.85 Maximum Beaning Pressure (Lb/ft2) - 1013 Angle of Inclination, Delta (deg) = 0. 0 Eccentricity of Pres. Resultant (ft) = 0. 36 Total Number. of TENSAR Geogri.d Layers = 2 ------------------------------------------------------------- ------------- Elevation Allow. Length Working Max Force F.S. Control of TENSAR Vi of TENSAR Strength of TENSAR Mechanism Geogrid(ft) (ft) Geogrid(ft) (lb/ft.) Geogrid(lb/ft) --•----------------------•------- 2 . 67- 4 . 81 7 . 00 UX1400 : i333 861 1. 55 W( 4 . 3 , 30. 0) 0. 67 3 . 54 7 . 00 UX1400: 1333 529 2 . 52 W( 5. 0, 30. 0) ------------------------------------------------ Efficiency-of-Strength Used vs. Available = 70. 37 % Area of geogrids required (ft2/ft) = 14 . 00 In accordance with the "Tenswal" licensing Agreement, the designer must determine the suitability of program results. TENSWAL V3 . 1 - (c) 1986-1991 by The Tensar Corporation ._..............-,W SECT1ON a 1 ' SPECIFICATIONS FOR PLA':EMENT OF TENSAR GEOGRIDS AND BACKFILL SOILS FOR TENSAR REINFORCED RETAINING WALLS 1.0 MATERIALS 1. 1 FILL SOILS 1. 1. 1 FILL CONTAINING BRUSH, SOD, PEAT, ROOTS OR OTHER ORGANIC, PERISHABLE OR DELETERIOUS MATTER, INCLUDING, BUT NOT LIMITED TO SNOW, ICE OR FROZEN SOILS, SHALL BE CONSIDERED UNSUITABLE MATERIAL AND SHALL BE REPLACED. 1. 1. 2 FILL MATERIAL SHALL BE FREE DRAINING, GRANULAR SOIL FILL WITH PARAMETERS EQUAL jO OR BETTER THAN THOSE STATED IN NOTE 6. 1. 1. 1. 3 MATERIAL PASSING THE NO. 200 SIEVE SHALL iTOT HAVE A LIQT!ID LIMIT GREATER THAN 30 NOR .A PLASTIC-TTY INDEX GRE,NTER TBAN 20 UNLESS WRITTEN CONSENT IS OBTAINED FROM THE ENGINEER OF RECORD PRIOR TO PLACEMENT. 1. 1. 4 SOIL DENSITY TESTS SHALL BE PERFORMED AT 2 FEET VERTICAL ELEVATIONS OR AS OTHERWISE SPECIFIED BY THE ENGINEER. 1. 2 GEOGRID REINFORCING SHALL BE TERSAR UNIAXIAL GEOGRID MANUFACTURED BY THE TENSAR CORPORATION, MORROW, GEORGIA. 1. 3 FACING UNITS SHALL BE AS SHOWN IN THE TYPICAL WALL SECTION 2 . 0 CONSTRUCTION METHODS 2 . 1 PRIOR TO CONSTRUCT 3N OF THE KEYSTONE/TENSAR REINFORCED EARTH RETAINING WALL, THE CONTRACTOR SHAL'.. CLEAR AND GRUB THE FILL ZONE AREA. REMOVING TOPSOILS, BRUSH, SOD OR OTHER ORGANIC OR DELETERIOUS MATERIALS. ANY SOFT AREAS SHALL BE OVER-EXCAVATED ASD REPLACED PRIOR TO PLACING ADDITIONAL FILL SOILS. 2 . 2 FILL SHALL BE PLACED IN HORIZONTAL LIFTS NOT EXCEEDING 10 INCHES IN UNCOMPACTED THICKNESS FOR HEAVY COMPACTION EQUIPMENT. FOR ZONES WHERE COMPACTION IS ACCOMPLISHED WITH HAND OPERATED EQUIPMENT, FILL SHALL BE PLACED IN HORIZONTAL LIFTS NOT EXCEEDING 6 INCHES IN UNCOMPACTED THICKNESS P SPECIFICATIONS FOR PLACEMENT OF TENSAR GEOGRIDS AND BACKFILL SOILS FOR TENSAR REINFORCED RETAINING WALLS 2 . 3 FILL SHALL BE COMPACTED AS SPECIFIED BY PROJECT SPE.CIF'ICATIONS OR TO A MINIMUM 95% OF THE MAXIMUM DENSITY DETERMINED IN ACCORDANCEVER WITH GREATER. 698 (STANDARD PROCTOR DENSITY) , 2 , 4 TESTING METHODS AND FREQUENCY, AND VERIFICATION OF MATERIAL SPECIFICATIONS AND COMPACTION SHALT BE THE RESPONSIBILITY OF THE OWNER. 2 . 5 {.HE_ RE LARGE ROCK STONE OR OT ER_�4EPTABLE MATERIALS ARE USED IN THE REINFORCED BACK FILL, ZONE, THEY SHALL NOT BE ALLOWEDToINST THE WALL, NEST THE GAAREA TO AVOID BUT SHALL BE DISTRIBUTED POCKETS. VOIDS SHALL BE FILLED WITH SMALL STONES OR OTHER ACCEPTABLE MATERIALS. 2 . 6 C:vNS'T'RTJCTION SH-P.LL BE PERIODICALLY OBSERVED BY A PROFESSIONAL, ENC•INEER REGISTERED IN THE STATE OF' OREGON WITH P N THE CONSTRUCTION JF FREINFFXpIEI ED �THRETAINIINGIAND GN WALLS. 2 .7 'HALL LAYOUT IS THE RESPONSIBILIT''. OF THE CONTRACTOR. THE CONTRACTOR IS TO ENSURE THE SUITABILITY OF THE LIVEN DESIGN SECTION TO THE ACTUALLY CONSTRUCTED FALLS. 2 . 8 CONTRACTOR TO COORDINATE WALL CONSTRUCTION WITH UTILITY PLACEMENT. ENSURING ',:HAT WALL GEOGRDS ARE NOT IN CONFLICT WITH L'TII.ITTES. 3 , 0 TENSAR GEQGRID PLACEMENT 3 . 1 TENSAR GE'OGRID SHALL BE PLACED AT THE LOCATION AND ELEVATIONS SHOWN ON THE ATTACHED SECTIONS. 3 . 2 TENSAR GEOGRID LENGTH SHALL BE AS LISTED FOR EACH RESPECTIVE WALL SECTION. REINFORCED ED1T�LZ ONE LENGTHMEASURED FROM THEFRONT FACE 01F THE KEYSTONE UNIT FACE. 3 . 3 TENSNR BLOCKS GOVERIDTHESHALL PINS E ASATTACHED SHOWN F ON `JTHEBETWEEN ATTACH D ALO CONNECTING DETAILS. OF TENSAR LACFMENm' DS SPECIFICATIONS FOR TENSAR REI FORCED RETAININIG WALLS AND BACKFILL SOILS FOR PRIOR TO PLACING FILL, 7'Y.'E GEOGRID MATERIALS SHALL BE PULLED TIGHT 3 .4 Tu RVIOVE ANY SLACK 1N THE GEOGRIDS AND REMOVE ANY SLACK AROUND THE CONNECTING KPINS- FROM OF 3 . 5 FILL .iATERIALSBiO LL BE PLACED CKS BACK OWARDS T E HFILLCTO ENSURE THE KEYSTONE FURTHER TENSIONING OF THE GEOGRID MATERIAL. . C�NGE, S TO t,,;OGRID LAYOUT ORr ENT 4 .0 INCLUDING, 4 . 1 NO CHANGES TO THE TENSAR GEOGRID 14ADGEOGRID YTYPE, OR BUT NOT LIMITED TO, AD W ELEVATION, SHALL BE ME WITHOUT THE EXT-LICIT ID EV ANS AND AS`�OCIATES, INC. WRITTEN COJISENT OF DAV THE CONTRACTOR MAY USE NGE GEEASEDOFENGTHS THAN THE DESIGN SECTIONS REQUIRE CONSTRUCTION. 0 DRAIN._-AGE THE WALL ACE 5. .� BACKFILL SHALL BE GRAD CH AWAY GRK DAY TO PREVENTFP PONDING ROLLED A7' THE END OF F OF WATER Otd THE SURFACE OF THE REINFORCED SOIL MASS 5 . 2 PERMANENT SURFACE EATER DIVERSION SHALL BE P.Y CTHF.RS. 5 . 3 DRAINAGE AND SITE GRADIItNG SHALL BE THE RESPONSIBILITY cy O 6 . 0 DESIGN PARMETBR8 E IS HE REINFORCEDSOILATES STRUC , UR 6 . 1 DESIGN Or 'i 3/2/ggASED ON A REPORT BY SQUIBN-- ASS COHESION, UNIT FRICTION c WT_ AN7lLE O -- 0 PSF 110 PCF REINFORCED WALL FILL 30 0 PSF 110 PCF RETAINED BACKFILL 30 0 PSF 1.10 PCF 30 FOUNDATION SOIL REQUIRED BEARING FRESSURE: = 2000 PSF SPECIFICATIONS FOR PLACEMENT OF TENSAR GEOGRIDS AND BACKFILL SOILS FOR TENSAR REINFORCED RETAINING WALLS 6. 2 INTERNAL STABILITY OF WALLS: MINIMUM FACTOR OF SAFETY ON GEOGRID STRENGTH = 1.5 MINIMUM FACTOR OF SAFETY ON GEOGRID PULLOUT = 1. 5 SOIL GEOGRID INTERACTION COEFFICIENT = 0.9 PERCENT COVERAGE OF GEOGRID = 100% 6. 3 EXTERNAL STABILITY: MINIMUM FACTOR OF SAFETY AGAINST BASE SLIDING - 1. 5 MINIMUM FACTOR OF SAFETY AGAINST OVERTURNING = 2 . 0 6.4 HYDROSTATIC LOADING: NONE K�vSc or,s Pac 1 i I c NW 6 iCs1 755 post SQUIER ASSOCIATES CIOTECNNICAL k 4253 Oakridgc Rosrd GBO1l M"L cost Office Smc 13J'l Puc 63S l�30 CONSULTANTS lake Or+^cgo,Ortgcn Y. )7031 J '----� prejeetNumbir '9I l a TO - '. 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'R..Sso .Is son Noun C■� (�clon a: :1 son no Si. at a■s ■mr r. to so alm ON QS■rrrr■�I■r!e/rrM■r amwtn.n�ion�Mrsrrr fgrC ■ Ilrwi1MiMw iron 0:0 f1aanf6:11 ■ f menta CCCQClots ■ •■ti�•�CC ■M■ �..Af .t . •* sari wr/r�' CCCC'C: '=CCCC:"� ;R , C�LC:�w:=:CCCCi MMa x we of �Mee/ems ...a/• glean go: ell lso we is Saoii .C�■ I. is noRf■�•MM.M ! rrrr�=�■b•rmin of •.��rrr\�M%MIrMM.r sG•3 ■fCMf��r'�n�� .�.�m 's/rw an/rr t a�a�•eMumma• .a Name rr ■wry �� rrso ■r.M.a.�.�■f�ifrm�w�i t JIM � a • TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076 . (503) 526-2469• FAX 526-2538 March 11, 1992 Betty Wol.lam Westwood Corporation 3030 S.W. Moody Avenue Portland, Oregon 97201 Re: Ernst Home Improvement Tigard Town Square 16200 S.W. Pacific Hwy. 6288A-097-01.8 Dear Betty: 'Phis is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safet- Code (UMC) , Uniform Fire Code (UFC) , and other local ordina), -.,s and regulations. Plans submitted for the above captioned project are conditionally approved subject to City of Tigard Building Department requirements and the following items: 1 . Additional Retail Building between Erns;_home Improvement and Existing Retail Building: Automatic sprinkler protection shall. Le extended to this nest retail floor space as it increases fire flow requirements for this portion of the building, which already is equipped with required sprinkler protection for fire flow. This office would think that extension of the exist -ng system, out of the existinq building, is an acceptdble method of providing automatic sprinkler protection to this area. 2 . Automatic Sprinkler Plane Flans referred to and examined by this office contain no provisions for the alteration or installation of automatic sprinkler system. Not less than three sets of plans for the installation shall be submittt=d to this office for approval prl.or tj installation. UBC 302 (b) Note: This reference is for Ernst Home Improvement and area roted in item #1 . "Working"Smoke Detectors Save Lives Betty Wollam March 3.1, 1992 Page 2 3 . Address Required_ The tenant space number must be prominently displayed on the street front w1here '_t is readily visible to driver and officers of i-esponding fire apparatus and other emergency vehicles. UFC. Sec. 10. 208 4 . Fire Extinguisher Reauirements: Not less than one (1) approved fire e%tinguisher(s) with a rating of not less than (*) shall ire provided for each (**) square foot of floor area or fraction thereof. The trave_ distance to an extinguisher from any portion of the building shall not exceed 75 feet. UFC Sec. 10. 303 (*) 2A10B: C, - Light and Ordinary Hazard 4Ali?B:C - Extra Hazard (**) 3 , 000 - Light Hazard 1, 500 - Ordinary Hazard 1 , 000 - Extra Hazard Note: Where flammable or combustible Liquids are 35 used, "B" ratings of extinguishers may need to be higher and travel distances shorter. See requirements -in National Fire Protection Association Standard 10 -1. 5. Standpiye_ Noted on page C-1 , is a note referring to existing standpipe in several locat.,"ons. This department is not thoroughly clear as to what this note means. If it is in reference to the existing fire department connections that were previously installed to avoid cutting blacktop, only one of the two should be used to provide auxiliary water and pressure to the automati,7 sprinkler system and the other shall be removed. 5. Fire Department Connection: Fire department connection notcJ on page A-2 , between grid lines 4 and 5 on the outside wall of the building is not acceptable. Fire department connections shall be placed across the roadway like the rest of the mal? . This department believes that fire department connections have alreaay been .installed and piping run underneath the existing blacktop to this pad site (see item #5) . 7 . ALoroved Plans on Job Site: One set of approved plans bearing the stamps of the building department issuinr, the E MID 'AN1 N Betty Wol. lam March 11, 1992 Page 3 construction pirmit and &is office must be- maintained on the project site throughout all phases of uonstruction and must be made available to building and fire inspectors for reference during required construction inspections. UBC Sec. 303 s . Feguired_ Occupancy Certificate: Prior to the use arid occupancy of the project (apace) , a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit. UBC Sec. 307 Approval of submitted plans is not an approval. of omission:, or oversights by this office or of non-compliance with any applicable regulations of local government. If I can be of any further assistance to you, please feel free to contact me at 52.6-2502 . Sincerely, Gene Birchill � Deputy Fire Marshal u»:k.w cc: Tigaru Building Derartment L, ANN M pw •o � I IMIEW"i OA NOTICE City of Tigard ®siiding IDgpartzsettt 1125 Stf Ball. Bird. Tigard, 01mgm 97223 Inspection :.inn (L.ec o-PPhone): 639-3175 business ?hones 639-4171 0a �. Insp+ction: -- --- Footing Plbg. Undormlab Mach. Rough-in Appr/Sdwlk Found. Plby. Top Out Gas Line FINA1: Post/Ream S,-UCt. San. Setter Framing -Bld,. Post/Beam Mech. Rain Drain Insulation -Plumb. 5 Plbg. Underfloor rater Litre Gyp. Rd. -Koch. Date Regvestedt --- Tim i ' � '.,� Address.-- Ruilder;.. THE FOLL041140 CMUR TIONS ARE REQUIREDt Oy Inspectors Date: — APPROVED DIS•^^ROVED APPROVED SUB.TECT TO ABOVE Call For Reinsp. w j/rvey2.. �f�'- v IfITER IF YRANSMITTAL (CORPORATION DctiPlpller9 d COIdf8C10f5 3030 S W Moody Avenue Pnrtland.OR 97201-4897 5031222-2.000 _ L—_()Il NoFDATE : TO ATTENTION �l . WE TRANSMIT: Attached ❑ Under separate cover via the following items ❑ Shop Drawings 14 Plans -Samples ❑Specifications ❑Copy of Letter ❑Change Order L' COPIES DATE —NO. DESCRIPTION L z-I rT–HESE ARE TRANSMITTED as checked below: LJ For approval ❑ Approved as subm,ttpd ❑ Resubmit _—_Copies for approval ❑ For your use ❑ Approved as noted ❑ sut-mlt _ Copies for distribution ❑ A., requested �j deturned for corrections El Return Corrected plans For review and Comments ❑ rOR 51DS DUE 19_ ❑ Remarks _ COPY TO — WESTWc n0 CORPORATION BY INFORM LIS OF Ot;-IISSiONS IMMEDIATELY WF)!AAV,,P :. STFU C FURAL Dc;316N SHEET STRU - 7 JUB No. SEATT -':�OULCT DESIO SHEET N CHE(3K-- 1 Z. c? r7 -> 2 4 ��- 7 4; � wa � � � •w a � +� K.H.(Jr-)E)MAW F.E. STRUCTURAUDESIGN" SREET -�i)ATE JOB N0. JECT ..._'".... 1 _ _ __��'�� A ELT N SEMLL, ,; i . .i, : 2 CENT CHECK I ATION +-- I I 3 r � y ! o" /0 �0 I �� t! J � 2 oil GoN7he7 = 8x� z �G � 7 t �� goo xio� � • G 7 cr ori fix= � / ,I ,,fes-x , a K. ..��t 1 PROJECT mum STR�CYli�At_ � - SEA7T:C,v+�`�"''` ' LOCATION 0:4.7143 y_.._.. I ,Cl, 1 3 s- (� S I u _ e; 3x I I K.M.(JOE)MAW,P.E. STRUCTURAL DESIGN'SHL=T ;';,F7 illo. ST(ZU •ice,' ,i ..i _, r__ Oar 7N SEATTLE• L. CLIENT-- CHECK— 11 I !/Ox s � /. ,j ��r1�C ix N 7 / r G �S` (, • 6 C / art 7ht _ S y x s . 7/ // •D/ 44 Z. u6 i i 1 ; c i I K.M.(JOE)f.iA'�';,P.c. STRUCTLI�'AL UE�SIGN SHEET I DATE JOB NO. STRUr'TU ,t f n-OJ,r--CT L:ESi C N . SHEET I` LOCAi ION _. CL'F.NT �,r{ECK pv T 2., b x x ,7 Z 373 n o r V O - C2 2- y S - x - 7 / Z EJ / i . I K.M.(!0E)MAR F.E. STRUC T L)HAL Di_;,iuw INLET DATE JOB NO --- STRUCTURAL ENu:;yLz_ 11-10JECr CENTiU+ ': ,., n.„' SHEET I SEATTLE,WASHIN 3',uJ t s�ti-7t,JG LOCATION CLll__NT_ CHECK -/ I 60 0 -2 /rZ' / 7 62 x/ 6 WN K.M,(!OE)�1AW,P.E. i HUC1 URAL DATE JOB NC PROJECT - DESIGN CENTRAL "" 3 SHEET SEATTLE.WASHINu,u I e:•i-�, LOCATION __._ _._ CLIENT. __ CHECK _ C-3 eA 7 pt i I I I � c .� ~ Q J 61 i i . l e KM Mew Co�lit,N Enpimers 1/3/92 Jerry pay 1lsst400d corporation 3030 Sw Moody Aventirr pdrtlan4, OA 97301Enmt2ioa rd �'' � Re,! ^_g subject, -- � Specification revision: 1) concrete to be each 3goa • Z) a" saxilxn alumb. 3) Rebar, key jointand concrete sltamb e�i.re testing agwwy ;fit 1. R1.1 slabs indicated to be 4" and 5" shall be" thick over 4" minimum gravel uir jl no w�utcn �r ��tnd1 Z. Reber 14 at 24" O.C. each pay, ,rant r in Blab. 34 00"14 ,a. trf red: 0 4. Control 'joints to be Vet sawn 1-1/4" deeF or key joint with %P V/12 maxinsdeokeyRvtrneed nt be cut at typiCal � tlodcenrd 1., esbnt.-�o1 �. Control joints to bq plaaad at coltttans each direation typical. 6. C,jntrol joints to be placed betWee'A QuIumns not to exceof, 251- o" each way. T. ConstruC4%ion joints shall be similar to cmn trvl joints diacuwsed above, but relnfoltcing shall be cut. TheLaft jotntn shall ba pla0ea 100"-OT, maximum o.c. each way. This f0i 1 as keyed 'type Only. A. Exterior slabs, in addition to control joints proviously Specified, provide ;10ints with 3/4" Comprescible filler, cut r*bar and key ioixr'c or dowel at 60'-0" 0,0, each way. Also, provide 3/4" camreaaible filler ;t:: all. mall-to- slab loG�tions. The fop 1/2" or c zeaeibl,a joints to bit Soalant lined., trowel, concrete jointg- 1 ductn 9. IK4I,jixum cover etoxai�� sha�llced over lbel1-1/2"$ove>r w em uti[13ti��C . PIZ Sincerely, OIL,, 1 R.K. (.Toe) ltatr t a�cX�*+,�q� CeM?L l Building R'^ Third Nenue So@",*, W22h;ngton g6104 ?c1R-6�d�?1a15 .r �{16��ON NOTICE /" City of 'figarr. B'uildinq Depertmsent 131.25 Be hall Blvd. Tigard, 4regrjn 97223 Inspection Line (Ree-Ct-phone)s 639-4175Bnaine _• 9e-�1 n�s 9-4171 Inspect' :n _ / Footing P1 . Underelab t"' Mech. Rough-in Appr/Sdwlk Round. .lbq. Top out Can Line FINAL: o,.-uct. Snn. Sewer Framing -Bldg. Poet/Been Mech. Rain Draln Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Mach. Date Requeeteds -Times/ PM hddrenes &fC THR FOLLOWING C7OMItCTIONB ARE MQUI"r A Z4--11u�-- Inspectors _L07 Dates APPROVED DISAPPROVED ).PPROVSD SUBJECT Tc I,BOVP Call For Aeinsp. I i INSP&4R IOW NO��C� // City of Tigard Bullding Department -1 13125 811 Ball Blvd. Tigard, Oregon 972dz6— Inspection Line (Rec-O-Phone: 639--4175 Buri.nese Phone: 639-4171 I aspect � ootinq Plbg. Underelat Mach. Rough-in Appr/Sdwlk Pound. Plbg. Top out One Line FINAL- Post/Ream Street. San. Sewer Framing -Bldg. Post/Beane Mach. Rein Drain insulation -plumb. Plbg. Underfloor W. terLiinnia Gyp. Bd. -Mach. Date Requested: _ '2-22-(7j'-- --__ Tires —x AM _PM Add rem a:_L , ci' i .S- ,ij /A,.- Permit f: Builder:. ZAle'5 THE FOLLOWING OONWTIONS ARE REgUIREDs v Inspector: — - - Date APPROVED nISAPPROVRD APPROVED SUR IECT TO ABOVE ---.--Cal! For Reinap. i f CITYOFTIGrARD BUILDING PERMIT TIA4E�D COMMUNITY DEVELO?HENT DEPARTMENT un011 em �'E RM I T #. . . . . . . : BUP92-0041 13126 SW Hell Blvd. P.O.Bax 23397.Ti6aid,Oregon 97223(603)639-4176 I. PDDRESS. . . : 16c=-'00 SW PACIFIC HWY PARCEL- 2 i I l 'BA-00.1 0 ! .,1_IBDIV7SION. . . . : ZONING: C--G BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . . ------------ HEISSUE s FLUOR ALFAS---------- EXTERIOR WALL CONSTRUCTION- GLASS OF WURK. :NEW FIRST. — :56242 s f N: S: E: W: TYPE OF USE. . . .-COM SECOND. . . . s f PROTECT OPEN I NGS?-___-__ .____.__. TYPE OF' CONST. :33N THIRD. . . . : 1556 ;f N: S. r: W: r)E'CUPFANCY GRP. :Epi_ TOTAL- _- _-: 57798 s f RODE CONST: FIRE" i2E 1 OCCUPANCY LOAD: 1884 BASEMENT. : sf AREP SEP. RATED: ':3TOR. : i IIT. :P8 ft GARAGE. . . : sf' OCCU SED. RATED: BSMT?:N MEZZ?:Y REOD SETBACKS-----_-----.- L=1-..00R LOAD. . . . .. 12 5 psf LET! ft RGHT: ft FIR SPKL: SMOK LET. . DWELLING UNITS: FRNT: ft REAR: ft �- TR ALRM: HNDICP ACC : DE.DRMS: BATHS: I1+11D LJRFACF: PRO CORR: PORK I NG- VALUE_. $ : 1394000 -?emarks : Construct new retail hardware/hldg materials/garden supply -tone. TlF DEFERRED UNTIL. OCCUPANC V Owner: -,___.._____.___.__.__ _ ___.___-.--___ __-- -.._____ FEES --_______-.._--_ WESTWOOD CORPORATION type amount by date r-ecpt 303e SW MOODY PRMT f 3668. 00 JLH 02/13/92 223269 PL.CK $ -'384. i=0 JLH 02121;9.2 ,_23596 Pv,5 T LAND OR 97:'12, F I RE: $ 14�, /. 20 JLH 02121 192 223596 Rhore #: .2,22-2000 5PCT $ 18 s. 40 JI_H 0'i.".'/2 6/S2 — Conti.-actor: WEWSTWOOD COIVS-(RUCTION 2.030 SW MOODY AVENUE PORTLAND OR 97201 1-'h,].1P #: 22:12-2000 7-110j,. SO TOTAI. Neq #. . IJI3339 -- --- -- REQUIRED INSPECTIONS' - -- Th,s permit is issued subiect to the regulations contained in the Foot/F'o1_tnd Insp V inal Inspection ',:yard Municipal Code, Stmte of Ore. Soeciaity Codes and all other StrL1c Steel Insp adpl icabl a Laws. All work Nil'. be done in accordance with Re i n f c'-a r: i. Insp approved pians. This permit will expire if work is not started Slab Inspi within 18@ days of issuance, or if work is suspended for more T i 1 t--Ltp Fin 1 I n s,p than IN days. Framing Insp Roof nai 1nq Insp Ins( lation Insp _ SFiear Wal Insp --- — — Fer•mittee Si.cnat�_1re : _._..._ _ .._._...__..rn� FirPwall Insn I r,y I_t e d B y : /` 9 Y 0 Board Insp ___-•---__--_ __..__ __--- p C;e i l n q Insp —_•_____ v Call for insPer_tion - 639-4175 —J C17YOF T167ARD � ''� SEWER CONNECTION (.Tft-�.,RDj PERMIT CDMMUNMY DEVELOPME -ERI"I-r #. . . . . . . : SWR92- Nl ©EP/ApTMEN't 7 (�07 7 13125 SW FWI SM P 0.Bcnc?. 197,Tigard Oregon 97ZP9(c.09�E1.NV0 76 DATE ?SSUED: :.;ITE: ADDRESS. . . p'AC::IF IC HWY aU81)T l I S I ON. . . " ; PARCEL. 2S 1 1 SPA-00101 BLOCK. . . . . . . . . . : LO•. . . . . ZONING. C-G TENANT NAME. . . . " :ERNS'r HOME (ENTER USA (J0. . . . . . " , , , CLASS OF' WORK. . . :NEW F I h TLIRE lJN!1"G. . . :k8 TYPE OF !JGE. . . . . :CClM DWELLING UNITS. . :,3 T IVSTALL TYPE. , . , :BUSWR NO. OF BL.I I I-D I NGS: J. IMF'FRV 5URFACE. . : 13120f1i : sf Remarks ; Construct new r^etail hardware/!)ldy mater^ials/garden si_ipp),y store. Owner•. --_..-_____-____—_ WESTWOOD r;ORPORA T ION _~ _- --�- _.___.__. FEE r SW MOODY type amol_1nt by date by ._. PRMT $ 570,x. k,0 J'LH 02/26/92 - '(JRTLAND OR 97212 '.NSF' t 45. 00 JLH 1[12/26/92 '.:1-10110 4: 222-20k10 C not r^actor WESTWOOD CONSTRUCTION _� - - --��_—�— ,030 SW MOODY AVENLJF 4-'CJRTLAND OR 97201 'hone ##: 2a2--E000 'deg #R. . : 03339 r 5745. 00 TOTAL. � ',his Applicant agrees to comoly with all the rules and regulations — - -- RFOUIRED INSPECTIONS -.F the Unified Sewage Agency, the permit expires 14 days from cSewer ITlspect ion the date issued. The total amount paid will be forfeited if the permit expires. The Agency doe, not guerantee the accUt'acy of the side sewer lateral;. 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 locate the installer shall purchase a "Tap and Side Sewer" Permit and t Agency ail nstal lateral. Permittee Sinnati(r s ..1 D y : i Ca 1 1 for i nsc,pct i on - 639--41 75 I I CITY OF Ticem) CIC' PAYMENT RFC'E'IPT NO. 9 CF,-- 3,1., - I, NAME WE13TWO0D C,-l)RPnRql-I(-JN CHFCK AMOUNT d 939'13, s!0 ADDRESS t 3030 sw MOODY Ave_ CASH AMOUNT , 00 PAYMENT DATE' 9E, PORTLAND, OR 972ill.- SUBDIVISION PURPOSE Or PAYMi-'NT AMOUNT FIA 11) PUPPOS!E nF PAYMENTI- 9EWIL-'R IJGA 34 70. 60 BUJt..D PEr; 1A3. 40 5100. 00 SEPIE:R INSPECT 00 ERNSI 16 Loo -,-4w PAcirir iiw, T01 AL, AMOUNT IAID CI'tY OF 'T 1 G)r' RD pr--,CE 1P1' C)f- PAYMK, N r r PG'iMOT N I. z 9 �3,L3 `)6 CASH AMOUNT �• �;° NAME= t WE 1.13TWOOD CORPORATION CASHAhii� C.AM DATE % t1�r::l� 1 1DJ)F2F "iGi 3030 !iW MOODY AVE �UsDTVISION PORTLOND, OR OF PAYMf-.N T 0mout"r PAID 01-IRP(ri= (7F= PAYMFNT 0MC?I. N T PA I J) F'1.AFd C4�F CK FF c"t,:�w�i. C "'LIAl FST I N VALL 1 Z?./i. c.*0 SSI P f-It"Z P- I C I4W Y d:"RNS Tt't tit.. AMOUNT I'-A 1 ti _. .,. ._ t �: 4c'�. 1b i 1 r f � i 1 ADDENDUM ONE (Z7 r ERNST NOME CENTER Tigard Towne Square Tigard, Oregon Developed by: Westwood Corporation February 21, 1992 t ADDENDUM ONE FRNST HOME CENTER TIGARD TOWNE SQUARE Tigard, Oregon The following items are revisions to the Construction Documents dated '/14/92. ARCHITECTURAL Sheet A2 - Floor Plan & Notes 1 . The skylight shown at 3.5 and E.2 to be placed at nearest truss to the west. The skylight shown at 3.3 and B.7 to be placed at the nearest truss ± 7'-0" to the west. Sheet AB - Schedules 1 . Revise Finish Schedule to show vinyl composition the N.C.T.) C., D. at Sales 100 and Flower Shop 113. Vinyl composition the N.C.T.) E. is only at Sales 100. Sheet 5 1 . ENTRY and EXIT signs show-i on the elevations are neon EHC (Ernst Home Center) furnished and installed. Sheet A9 - Fixture?�an 1 . At 1.5 and C there are three rows of color D VCT run strai,:it. Note: 7'-1" dimension to east end. Verify length of band and location with Ernst. ,htPet Al 0 - Adioining Retail 1 . Wrap all columns or beams exposed at sore front with anodized aluminum break shape from storefront manufacturer similar to Detail 24 in Project Man-.,al. ;.latch existing storefront finish. MECIA NNICAL til - HVAS X31 1 . Dugs a° (jeneral Sales may be spiral, similar size. Locate ducts and diffusers as indicated. STRUCTURAL 1 . See attached Strt.-ctural Sheet S1-57, 59, 512.15, S16 and 518. Addendum items clouded and noted as Addendum 1. CIVIL Cl — Site Plan 1 . Provide (2) temporary signs. See Section 10400 - Identifying Devices. A - 1 ELECTRICAL ELSee attached Electrical Sheets E1, E2, E3 and E4. Addendum Mems clouded and noted as A. Addendum C. 1 . The three light fixtures located on grid line A between grid lines 4.3 and 4 9 are to be fiYr. e type F1 wi:rr, zero degree ballast. 2. Lighting fixture at grid line A/1.9 is to be fixture type N9. tc, e.J�� a L. -n �h�pr F,y S -Service Arm LiQh(in Po'ner Fix h r I rid L . Fixture Schedule. F1 Fixtures remarks states: "energy saving ballast and...". It should continue to say ...with special reflector as noted in specification." Sheet E7 • Detail heet . em - Delete 70", 74", 70" and 146" dimensions. Locate Boor 1 Detail 6iE7 • Main Entry E.A.S. Syst boxes 6" off of erive of sliding door openings. DE.AILS 1 AIL Arrow size to remain as shown but standard all-weather carpet tile size may be used. Same type as scheduled. Provide shop drawing of arrow for P,rchitect's app 2.. 030 Use standard intermediate mullion for storefro,t' system, not back-to-back mullion as shown. t 3, 043 At sidelight high sill, use two horizontal mull nes and aluminum break shape between. 4. 076 Siderails indicated as F© 3/8" x 211, change to '/2" x 3". SPECIFICATIONS a"Lifi I on SQSSl^^ ' SQQQ TemOeratrrre Genu l 1 . Part Two - Products. 2.01 A. to read: "Rooftop heating and cooling units fumished with remote Carrier/Parker controls or equal." ' met ifiCatiOn SPr(i n 1 CQSO 12 1 . Add: "An additional mcork board to have inum frame." aluminum frame. Write-on/µipe-off board (marker board) to bEelami e nivisiUn Sixteen_ L(Ig cal 1 . Add the following pages! '6015450 26' 111 2, 261164701611654,016120; at12 30.2, 16141-2, !11160-2, 16195-2, - A - 2 �QQ - Flashing & Shee__t tiletai 1• Part 2.01 Materials A. Revise to slate: 1. Minimum 24 gauge with baked Kynar c-imer or approved equal. 2. Finish - Finish s.'tall carry a mi iimum ren (10) year gu.,rantee. 5ection 8410 02 St refron_ Systems 1 Al• Kawneer 450 or 451 or U.S. Aluminum 2" x 4-1/2" center type/thickness. glazed. See details for glazing �SLion 0871 Q_ z OS A 1 Hw-� Door 1 13A (only). Provide and closer similar to others door 113a finish, used on exterior doors, match Secti n 6_ 0, 2.0�A 1• Add the following: "Provide 200 extra tiles of primary and secondary colors." 1 Deiete Part 10 completely. 2. Part 11. Modify to state: Chain hoist operated." END OF ADDENDUM ONE A - 3 , :cttrtcal Cnn�rattor to Ycrii anu be rc.r,rnir :i, :c r nil e:eccriral loads and calculat nn; and to assure :nstuii.,tion Beets all state and local. todes. :o cost increase to contract - w>11 he allowed to meet thic rcquiremcnt. C. Conform to ANSI/IEEE C2. D. Conform to local codes and regulations including those of the serving utilities. E. Obtain eiectrical permits, plan review, a rd inspections from the authority having jurisdiction and utility if required. A'l fees ar.d costs incidental to these permits, inspections, service installation and approvals shall be assumed by the Contractor. 1.07 SUBMITTALS A. Submit inspection and permit certificates under provisions of Section 01340. B. Include certificate of final inspection and acceptance from authority having jurisdiction. PART TWO — PRODUOT-i 2.01 MATERIALS AND EQUIPMENT - A. Materials and Equipment: Acceptable to thr authority having jurisdiction as suitable for the use intended. B Substi(utions: d wncr's request, provide products specificattions. No substitutions will nmanufacturers be permitted. specifically n these PART THREE - EXECUTION 3.01 WORKMANSHIP A, install work using procedures defined in NECA Standard of Installation. 3.02 \REA CLA.SSiFICAT17N SCHEDULE A. Nursery and Other Areas Under Canopy: ANSI/NrI'A 70; damn location. B. Exterior Building Areas Exposed to we; and Open Nursery Art is ANSI/NFPA 70; wet location. END OF SECTION 16010 - 2 i 2.04 FLEXIBLE METAL CCi JDUI f AND FITTINGS A Condui!: Galvanized steel or aluminum. B. Fittings and Conduit Bodies: ANSI/NEMA FB 1 2 05 l.1uUIDT1GH'r FLEXIBLE CONDUIT AND FITTINGS A Condiil: Flexible metal conduit with PVC jacket. B. Filtincs and Conduit Bodies: ANSI/NEMA FB 1. 2.06 PLASTIC CCN'DUIT AND FITTINGS A. Conduit: NEMA TC 2; Schedule 40 P:C B. Fillings and Conduit Bovies: NEMA TC 3. 2 07 CC"IDUIT SUPPORTS A. Conduit Clamps, Straps, and Supports: Slcel cr 1nailcrjhle iron. P A R]" I1REE — EXECUTION 3.01 CONDUIT SIZINk.,ARRANGEMENT, AND SUPPORT A. Size conduit for conductor type installed; 1/2' minimum Size abov2 grade and 3/4' minimum below grade or in slab. B. Arrange conduit to maintain headroom and present a neat appearance. C Route exposed conduit and conduit above accessible ceilings parallel and perpendicular to walls and adjacent piping, D. Maintain minimum 6 nch clearance between ccnduit and piping. P.taintain 12 inch clearance betweeii conduit and heat sources su;,h as flues, steam pipes, and heating appliances. E. Arrange conduit supports to prevent distorlion of alignment by wird pulling operations. Fasten conduit using galvanized straps, lay-in adlustz b e hangers, clevis hangers, or bolted split stamped galvanized hangers. F. Group conduit in parallel runs where practical and use canduit rack constructed of steel ,:hannel with conduit straps or camps. Provide space for 25 percent add tionaJ conduit. G. Do not fasten condL,'t with wire or perforated pipe straps. Rernove. all wire used f('r temrorary conduit support during construction, before conductors are pulled. 3.02 CC'JCUIT !NSTALLATICN A. Cut conduit square using a saw or pipecutter; de-burr cut ends. B. Bring conduit to the shoulder of fittings and coupli,-igs and fasten securely. C. Use conduit hubs or sealing !ocknuts for fastening conduit to sheet inelal boxes in damp or wet Icc,ations. tit IB• Accurately record location of ducts, service liltings Power service linings on --LS-installed floor plans function boxes, and circuiting Jf 1'08 CFEF'A T1CN AND MAINT-ENANCE DATA A. Submit operation P and maintenance dila under provisions of Section 01700. B• Include maintenance instructions with instructions for installin of 1.09 DELIVERY, STCRAGE AND HANDLING 9 tercet inserts. A. Protect underfloor dui is and rittir-gs from dust and rho sture b' 1.10 appropriate coverings. EXTRA STOCK A. provide 10 r,iterset inserts. S Provide 10 percent Of each service fitting t,pe SART T�"✓p PROpUCTS 2,01 ACCEPTABLE r,1ANUFACTUREHS A. Walker S. Robertson C. Square L7 Company 2.02 UNCERFLCOR DUCT A. Underfloor Duct: Steel duct with corrosion-res stint finish; stand nominal: extra width Size 1-1/2 x 6 inches nomin,a �. e't'-4r)4 ra 3 ,1 � / and Size 1.1,'2 x 3 inches 8. i dG a� �r&as r-f^'"'��! V� =x4rc1 w�d� 'lhro Single Level Junction Boxes: Provide internal barriers, 11 c,✓1I , u�1(' 't extension rings as required, r ers, conduit and 'uct entrances, and C. Junction Box Cover-plates: Provide round stainless steel adjustable heigtn, Prnvide till!trim Gush with fin,sh0. eu fto"r. G cover•plate and trim, of CVC✓s' -I Supports: Adjustable before concrete topping placement. E Service Fittings; As sPpc,fred in Section 16141. F Duct Markers: CorrosiOrl•r esisfar;t marker screws svllh pscutche G. Fittings and Accessories: Standard products of duct or.manufacturer SART TNRFp _ s' 1 O_t 3.01 UNCEr;FLCCR DUCT INSTALLATION A. Install underfloor duct :� Shown on the Drawings�rth lop of duct 2 inches below 1013 Of concrete. L°catP ducts as 1611.1 8• Protect boxes, cover—fates, and rings from Cistortion, damage, and entry of concrete or debris. Close unused ducts c. conduit entrances to junction boxes. Seal duct terminations at junction boxes. C. Fefinish or replace boxes, cover plates, or rings marred during construction. END OF SECTION 1611 1 s F. Make conductor lengths for parallel circuits equal. 3.01 WRING INSTALLATION IN RACEWAYS A. Pull all conductors into a raceway at the same time. Use UL listed wire pulling lubricant for Fulling 4 AWG and larger wires. 8. Install wire to raceway after interior of building has been physically protected om the weather and all mechanical work I,kely to inure conductors has been completed. C. Completely and thoroughly swab raceway system before installing conductors. 3.03 WIRING CONNECTIONS AND TERMINATIONS A. Term;nate aluminum wire in accordance with manufacturer's instructions. B. Terminate aluminum conductors with tin-plated aluminum-bodied compression connectors only. Fill with anti-oxidant compound prior to installation of conductor. C. Use suitable reducing connectors or mechanical connector adapters for connecting aluminum conductors to copper conductors. D. Use scloui!ccs pressure connectors with insula! ng covers for copper wire splices and taps, A AWG and smaller. For 10 AVvG and smaller, use insulated spring wire connectors with plastic caps. E. Thoroughly clean wires before installing !uqs and conne::lcrs. F. Make spites, tans and terminations to r,arry full ampacity of conductors without percapitble temperature rise. G. Terminate spare conductors w0h ^Iecfricaj tape or insulated, spring-type wire connectors 3.04 FIELD QUALITY CONTROL A. Inspect,,vire and cable for physical damage and proper connection. 0. To, tPSL conductor.connection, and terminations to manufacturer's recommended values. C. Perform contit!uity test on all power and equipment branch circuit conductors. Verify proper phasing connections 3.05 WIRE AND CABLE INSTALLATION SCHEDULE A. ASI Locations: Building wire in ,,aceways. END OF SECTION tet9n . 8. Electrical box locations sho.vn on Contract Drawings are approximate unless dimensioned. Verity location of floor boxes and Outlets in offices and work areas prior to rough-in. C. Locate and install boxes tc allow access. D. Locate and install to maintain headroom and to present a neat appearance. 3.012 OUTLET BOX INSTALLATION A. Do not install boxes back-to-back in walls. ,,f ovide minimum 6 inch separation. B. Locate 1)oxes in masonry walls .o require cutting of masonry unit corner only. Coordinate masonry cutting to achievo nea; openings for boxes. C. Provide knockout closures for unt,sed openings. D. Support boxes independently of conduit. E. Use multiple-gang boxes where more than,one device are mountf-J together; do not use sectional boxes. Provide barriers to separate wiring of o4feient voltage systems, F. Install boxes in walls without damaging wall insulation. G. Coordinate mounting heights and locations of outlets mounted above counters, benches, and backsplashes. H. Po;ltlOrt outlets to locate luminaires as shown on reflect,3d ceding plans. t. In accessible ceiling areas, position outlets and junction boxes within 6 inches of recessed luminaire, to be accessible through luminaire ceiling opening. J. Provide recessed outlet boxes in finished areas; secure boxes to i,terior wa!I and partition studs, accuratPly pos lioning to allow for surface finish thickness. Use stamped steel stud bridges for flush orAlets in hollow stud wall, and adjustable steel channel fasteners for flush ceilir,g outlet boxes. K, Align wall-mounted outlet boxes for switches, thermostats, and similar devices. L. Provide cast outlet boxes in exterior Iecations exposed to the weather and wet locations. 3.03 FLOOR GCX !NSTALLATION A. Set boxes level and flush with finish flooring material. B. Use formed steel floor boxes for installations in slab on grade. 3.04 PULL ANO JUNCTION BOX INSTALLATION A. Locate pull boxes and junction boxes above accessible ceilings or in unfinished areas. B. Support pall and junction boxes independent of conduit. END OF SECTION 16130 - 1 B. Locking Blade Receptacles: NEMA WD 5. C. Convenience Recec'acle Configuration: NEMA WD 1; Typo 5.158. Face: White nylon. Hubbell 5252 or equal. D. Specific use receptacle cnnfiguration: NEMA WD 1 or WD 5; type as indicated on Urawmgs, white plastic face. 2.05 ACCEPTABLE MANUFACTURERS - FLOOR MOUNI ED SERVICE FITTINGS A Hubbell. 8, Slater, C. Pass 8 Seymour. D. Walkar. 2.06 FLOOR MOUNTED SERVICE FITTINGS A. Suriace•rype Service Filling for Convenience Receptacle: S tin aluminum housing with stainless steel device plates for ene duplex convenience *eceptdci,, B Su,foce-type Service Filling for Dila and Com-nu nicaIions: Satin alumrnurn h using with stainless steel plates with one 1 inch ID bushed opening. C. Flush covers for Duplex Convenience Receptacle: Brass flush cover suitable for floor box, with duplex threaded opening. Provide brass 11; ish prolective rings for use with threaded openings. D. Flush covers for Dat;. ?, .;cmmunicalions: Brass flush cover suitable for Iloo; box, with 2- 1/8 x 1 inch combinaii—i threaded opening. Provide brass finish pre!ecUve rings. k 1 2.07 ACCEPTABLE MANUFACTURERS WALL PLATES A. Hubbell. B. Vass S Sr:yrmur. 2.06 WALL PLATES A. Decorative Cover Plate: While smooth plastic. B. Weatherproof Cover Plate: Gasketed stainless steel with hinged gasketed device covers. PART rHREE • EXECUTION i 3.01 INSI ALL' TION A. Install wall switches at 48 inches above floor, OFF position down. B. Install convenience receptacles 18 inches above finished floor unless otherwise indicated. Install 12 inches above surface of counter-tops. Receptacles to have grounding hole down. C. Install specific-use receptacles at heights shcNn on Contracl Drawings. 16i41 • 2 PART THREE — EXECUTION 3.01 ' INSTALLATION A. Install cabinets and enclosures plumbs anchor securely to wall and structural supports at each coiner, minimum. ©. Install trim plumb. END OF SECTION END OF SECTION 18195 - Q C. Sussman 2.04 FUSES A. Fuses E00 Amperes and Less: ANSI/UL 196E, Class RK5; current limiting, time delay, one-time fuse, 600 volt. B. ;nteirupting Rat g• 200,000 rms amperes. PART THREE — EXEL"TION 3.01 INSTALLATION A. Install disconnect switches where indicated on Drawings. B. Install (uses in fusible disconnect switches. END OF SECTION 16440 - 2 E. Isolated Grounding :systems- Use insulated equipment grounding conductor and connect only Ic separate grounding electrode as sho-:wn. F, Provide grounding and bonding at UI7;ity Company's metering equipment. 3.02 FIELD OUAIITY CCNTRr)t_ A. Inspect grounding and bonding system conductors and connections for tightness and proper installation. END OF SECTION 16450 - 2 D. Winding Taps, Transformers less than 15 kVA: T>ro 5 percent below rated voltage, full capacity taps on primary wrndr-rg, E. Winding Taps, Transfcrmers 15 kVA and La ver: ANSI/'NEMA ST 20. F. Sound Levels: ANSI/NEMA ST 20. G. Basic Impulse Level: 10 kV. H. Ground core and coil a.sembly to enclosure by means of a visible flexible copper ground- ing strap. I. Mounting: Transformers 75 kVA and less shail be suitable for wall, floor, or trapeze mounting; transformers larger than 75 kVA shall be suitable for floor or trapeze mounting. J. Coal Conductors: Continuous windings with terminations Crazed or welded. K. Errlosuie: ANSI/NEMA ST 20; Type 1. Provide lifting eyes or brackets. L. Isolate core and coil from enclosure using vibraLon absorbing materials. M. Nameplate: Include transformer connection data and overload capacity based on rated allowable temperature rise. 2,03 DRY Tr'PE ISOLATION TRANSFORMERS A. Dry Type Isolation Transformers: ANSI/NEMA ST 20; factory-assembled. air cooled dry type shielded transformers; ratings as shown on Drawings. B. Insulation system and average winding temperature rise for rated kVA as follows: kVA Insulation Ternperature hat ng _ Class _ Rise(Q 1 9 185 115 10 500 220 150 C. Case temperature shall not exceed 35 C atovs rise above at-biers at its warmP;t point. D. Winding Taps, Transformers Less than 15 kVA: Two 5 percent bel)w rated voltage, full capacity taps on primary winding. E. Winding Taps, Transformers 15 kVA and Larger: ANSVNEMA ST 20. F. Sound Levels: ANSI/NEMA ST 20, G. Basic Impulse Level: 10 W. H. Ground core and coil assembly to enclosure by means of a visible flexible copper ground- ing strap. I. Provide electrostatic winding shield with separate insulated grounding connection. J. Mounting: Transformers 75 kVA and less shall be suitable for wall, floor, or trapeze mounting; transformers larger than 75 kVA shal be suitable for floor or trapeze mounting. K. Coil Conductors: Continuous windings with terminations brazed or welded. 16461 - 2 D. Provide panelboards with aluminum bus, ratings as indicated on Drawings. Provide coppzr ground bus in all panelboards. E. Minimum Inlegrated Short Circuit Rating: 25,CC0 amperes RMS symr,netrical for 480 volt panel�)oards or as shown on Drawings. F. t.,")lded Case Circuit Breakers: NEMA AB 1; provide circuit breakers with integral thermal and instantaneous magnetic trip in each pole. Provide circuit breakers UL listed as Type HACR where required for air conditioning equipment branch breakers. Provide 'SWD' rated breakers for all lighting branch c.,cults. 2.03 BRANCH CIRCUIT PANELSOARDS A. Lighting and Appliance Branch Circuit Panelboards: NEMA PB1; circuit breaker type. B. Enclosure: NEMA PB i; Type 1. C. Cabinet Size: (; srches deep; 20 inches ,vide for 241)volt and 480 volt panelboards. D. Provide surface cabinet from wi.h -cnceaJed trim cramps, concealed hinge and flush Icck all keyed alike. Finish in manufacturer's standard Cray enamel. E. Provide panelboards with aluminum bus, ratings as indicated on drawings. Provide bonded copper ground bus .n all panelboards and isolated copper ground bus where indicated. F N inimum Integrated Short Circuit Rating: 10,C00 amperes RMS symmetrical for 240 volt panelboards; 14,C00 amperes RMS symmetrical for 480 volt panelboards or as shown on Drawings. G. Mc Ided Case Circuit Breakers: NEMA AS 1; bolt-on type thermal magnetic trip circa t breakers, with common trip handle for all poles. Provide circuit breakers UL listed as Type HACR where required for air conditioning equipment branch breakers. Provide 'SWD' rated breakers for all lighting branch circuits. PART THREE — EXECUTION 3.01 INSTALLATION A. Instal panelbc^a•�Js -lumb, in conformance with NEMA PB 1.1. B. Height: 6 feet. C. Provide filler plates for unused spaces in panelboards. D. Provide typed circuit directory for each branch circuit panelboard. Rr vise directory to reflect circuiting changes required to balance phase loads. 3.02 FIELD OUAUTf CONTROL A. Measure steady state load currents at each panelboard feeder. Should the difference at any panelboard between phases exceed 20 percent, rearrange circuits in the panelboard to balance the phase loads within 20 percent. Take care to maintain prol,er phasing for multi-wire branch circuits. 16470. 2 2.03 FLUCRESCENT LU',11NAIRE F;EFLECTCRS A Fixure Type acctordance w ht Ernst Reflspecifficatiion. rPrlovide rPelecc s compatible wimanufactured fixture e manutac turer. 2.04 EXTERIOR LUMINAIRES AND ACCESSORIES. A. Enclosures: Complete with gaskets to form weatherpra,i assembly. 8. Provide low temperature ballasts, with reliable starting to •20 F. 2.05 ACCEPTABLE MANUFACTURERS - LAMPS A. General Electric B. Sylvania C. North American Philips Lighting Company 2.C5 LAMPS A. General Use Incandescent Lamps: Inside frosted type, rated 125 volts. B. Incandescent Reflector Lamps: Shape as scheduled, rated 125 volts. C. Fluorescent Lamps: As scheduled on Drawings. p, Metal Halide HID Lamps: Phosphor coated or clear as required by ixture type, all of the same manufacturer and batch number. E. High Pfessure Sedii.m HID Lamps: Clear, turning pcs;ticn as required. 2.07 ACCEPTABLE MANUFACTURE:-,S • FLUCRESCEiIT BALLASTS A. Universd B. General Electric C. Advance 2.08 FLUORESCENT BALLASTS A. Fluorescent Ballasts: ANSI C82.1; high power factor type. B. Nomir al 430 ma Lamp Ballasts: Energy efficient type, sound rated A. C. Nominal 800 ma Lamp Baliasts: Energy effluent type, sound rated B. i 2.09 HID BALLASTS A. HID Ballast: ANSI C82.4; suitable for 122 F. (50 C) anibient. g. LS•NC Rating: NE`.tA LE 2: equal fo or less than ratings listed in Table C•1. 16510 - 2 B, Support raceways, backboards, and cabinets under tt.e provisions of Section 16190. C. Install terrninaticn hackboards plumb, and attach securely at each corner. D. Install polyethylene pulling string in each empty telephone conduit containing a bend or over 10 feet in length. E. Mark all backboards and cabinets with the legend 'Telephone' under the provisions of Section 16105. F, Notify serving telephone utility that project is ready for im t APtion of outside plant cabling and terminations. Coordinate telephone utility requirements with Owner's Representative and Owner's telephone equipment supplier. END OF SECTION J 167Lt1 • 2 c.'rry CIF TIGARD RECEIPT OF PAYMENT RECT:I PT NO. t92—Z' ;.32h1r C1',ECK AMOUNT 2 706. 65 I kMl TED MILLAR LIVING TRUST C'1491-1 AMOUNT (A. 00 p E S'C+ a 3030 SW MOODY AVE PAYMENT DATE t 0:z'/z.31921 susr)i V 131 ON PORI-LAND, OR 14 7201-489-7 P1M1-'USE OF PAYMENT AMMINT PAID ;-'�UWDSF OF PAYMENT AMOIANT PAM I ON—ZHE'k' 1"i 43-7. 45) TUALATIN VALL. 2 V 11,WJ HARDWARE' SW PACIFIC 14WY is TOTAL AMOUNT PAID ---------- 17YOFTIFARD SITE WORK COMMUNITY DEVELOPMENT DEPARTMENT RD PERM I T 19126 SW HWI Blvd P.O.Bac 23397.TlgW,Ompon 97223;GW)6304175 PCRMIT #. . . . . . . 5I791--0014 (- 39-41 7 1 DATE ISSUED: 10/ 10/91 —7 SITE ADDRESS. . . : 16200 SW PACIFIC HWY PARCEL: 2S115BA-00101 508DIVISION. . . . : ZONING: C--G BLOCK. . . . . . . . . . . LOT'. . I . . . . . . . . IYPE OF* 0ORK:NEW P4VING?. . . . . . . . . :Y RESO. NO, : EXCV VOLI,ME. cy GRADING'). . . . . . . . ..Y VALUE. . . 11312100 FILL 00L1_iME. cy LANDSCAPING?. . . . :Y ENG F .LL'). . . . . . ..Y SITE PREP?. . . . . . :Y SOIL RPT REQD!:Y STORM DRAINS?. . . : Y IMPERV SURFACE— : 131200 s I marks : Site grading A. parking for Ernst bldg. Storm drains, catch baFins, etc,. Oviller. FEES W1 -'-i'r'WO0D CORPORATION type amo--tnt by date recpt SSDC $ 0. 00 JLH 1.0/10/91. - PRMT $ 513. 00 JLH 10/10/91 — SPCT $ 23. 65 JLH 10/10/91 PPione #: PLCK $ 333. 45 JLH 10/ 10/91 COTltraUtOt-.' WEST1400D CONSTRUCTION 3030 SW MOODY PORTLAND OR 9`101 Phone #.- 50-,22t�: 2000 3 872. 10 TOTAL 3339 REQUIRED INSPECTIONS This permit is issued subject to the regulations contained in the Erosion Cont rol Tigard Municipal Code, State of Ore. Specialty Codes and all other Excavation Insp applicable laws. All work will be done in accordance with Fill Inspection approved plans. This permit will expire if work is not started Grading I n s p within 180 days of issuance, or if work is suspended for more Strin Drain I n s p t;,an 180 days. Final Inspection Permittee siqvlatll.lpl Issst.ted By: Call for inspection 639-4175 I ti CITY OF7 T I CAPD — RE'CCE:I FST OF PAYMENT RECE I rT NO. 19 1—218,525 CHECK AMOUNT r 8 7�2. 1.41 NAME; Ty,'---D M.II_L.AR L.IVINO TRUST CASH AMOUNT s 0. 00 ADDRESS : 3o3o sW MCtnDy AVE:. PAYMENT DATE a 10/10/91 SUBD I V I fi i.'1N PORTLAND, OR ''.17r 0 1--4139 7 F-kIF2F'OSE=n OF PAYMENT AMOUNT PA 1 D PURF'Cll3E: OF PAYMENT AMOUNT PA I D f111 I L I)I IJ[3 FSE f�chi 513. 00 PL Ald U IEUK FE_ 333. 4,5 !". BUILD PER 25. 65 1 F 20el bled PAC i F 1 C HWY SITE PL RM I T —— Ei RNST HOME CENTER T0'l`AL. AMGUN'T PAID -- MWI � SQUIER ASSOCIATES LCEO'F CHNICAL& 1 42.55 Oakridge Road '03-63S-4419 EHCSQCTRCJf7"?rte— Post Office Box 1317 Fax 635.1430 Al CONSUITANTS Lake Oswego,Oregon 1 970:35 U To F�� --- Project Number cff (of'4 -- Date )o - to -q I —— Page \ of 2- Siiihject SITE 1<-:7 V.- 1� Project 7'1>r�a To,.,u < ERn,sY 1 pWn+e�� Attn - f-JTransmrttal '7Telephonc ❑Meeting Memo SrTF �%rSr1— -- /Wo RErry :,,o"AA of w4�wdD -- — A --_ W liL Yn t?T W T tf (-Rw,l�L o J nnJ �4T �E/Lc Sv �Fpc r n� �c � S'ttl PQM a-� C:r�cugFo S As G�FcC. our RT �vrr 0rF- Qr`�, wR� Q b�Sf 2(1L1 AaI�_ _ oT oaCzeC p JV L Y �:e PPr b S��,GR nne -, _ U S S Ccr.,4«TE 'rod" corJG2AeTE 1.SP\Mft-A < y_�D P✓ciite _ y►^arG,kjo`c. ZXXL - -- pl.PcGD SDP c��• ---- rRU C Fl�. 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SQUIER ASSOCIATES _,r.::` _-.= ,;, - w GEOrUMNICAL& 4255 Oakndge Road 503-635-4419 GEOENVIRONMENTAL Post Office Box 1317 Fax 6351430 CONSULTAN FS Lake Oswego,Oregon "?`�� ► 91035 ro _ - Project Number - — -- Date /D - __— Page of 2— Subject Project .1ttn _---- _—! 7I ransmittal ❑Telephone 1-1 Meeting fZI; uU. � ( rvEnL,rEL� T/fA -rCwi6A1-r/V J AFF 5nn1_J` --- sILT f iLL rnlaTJ;�rZ,la m1�7 TiS -F 61ukIklErj At CC From 4ra°: y ;.» r 'ANO rilr + ,m � 1�i•M.1, r � �'f ��i•"4' � ro� �� I�.'�" +� ��:�F� �e w flA - --- -1 C;ZK_ i a•�r•Tk � s t. 00 41- � i i C_•rip TDw� c":F.r+Cp( (ER-w%1k _*nom i s _ , - - r. --. ;`r� _ •_ v-- fib_.� - �g�'� - ` C L J Ir-SP EC7C.rW.DC LL CILL4tjLE C-fGE TtmF�� r I .- - ;`Z 1:jl•1 .r [_ I^o iC C"P:,C T I '.^-��c�s.rltr•)�`hMUM � �fr,rLA �_1_•, I I` _ cT �__J `' •�'.3....�IG9,9 � loo_— i/3. i 17 Z Ip f /eo _- a 1 Flay.. r _ 17. ;rTE rCr:piTi(1r.S/COr:ST�UCTIOr: tCTrvlT�/COr.w�NTS CTC --__�-- L....• IJ ; , ,_ CILLt;LC GAGE 7i•—.__— I r/o Com' 1 'CT ��'�- � % ;_ ._� —� �-i�_ •. � . __ . � .._12'x_._'_. . _ 1�� .L Ivo ilz e r i 'f CC.piTIOI-'S/CC1r:5TFUCTipr, 4C.IvIT', 5 [TC - -- - SQUIER ASSOCIATES =MTEiCHNICAL�t V 4 5 Oakridge Road 503.635.4419 ONMENTAL Post Office Box 1317 Fax 6351430 CONSULTANTS Lake Oswego,Oregon 97035 �U ToFILE Project Number ----- -- — Date /0— I 71 - 9 i — --- — Page I of � Subject C:l :�'�c2Jc. i,yJ � � — -- Project`-%-e4Ln 't- w,i ( F,C�usr Attn _ ❑Transmittal ❑Telephone o Meeting .Memo _ 09 Sl.T P U�s t r- �N F-rNc 5u r1 r1 Y 7$0 —.. vJ �'C-tg _. 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I;±SON MIN, b1�011 -' faLA& P M PLAN MIP!► FPWM A�„1. 6A.�lM.ri 1 cvR 166W• co �Jot�i'C .'iO-�AAA"r A FILL M. *bdiri D.C. s� z �p�tA 0- 4 4� �o TY P FENCE D ETA I L L- -sut�e ,vrwrwwav„ STCUCTURAL DESIGN SHEET—� ! DATE JO© K. M (JOE) MAW, P f-. i -- - -STRUM-, JRAr cr�c;IvCcR - ( 'RaJ' ,f �. –/i� ZS _�^.'�–rl/J _ L�;G a--- _ � —� C.rN1.'V- Ell f:G __ .riHEET tV0 cATTI E NJ4SItINI ;utu4 624-714'4- LOCAlIOfv CUENT_ CHECK. –1 �p D F- G./ C mow/ I v r/� �J1F C X `oj 76 y1 L- G STnUCTURAI. DESIC M EET UATL I K_-M. (JOE)--MAIN, P.E. - -- - `�_ - - - STRUCTURAL ENGINEER t� ��, j; '�j /¢—jc. `� - 9%� 7&j CENTRAL HLDI; PROAL,f _ DESIGN _ SHEET HEET O �PEATTI E WASHINGTC`! 98104 e24•714r- LOCATION CUENT _ CHECK o— lei ¢S^ 47 x 43 92;- /[Z=:UC171 N G s}-aly4G, T 2-- 2 y a US d', X G 3 x ! G I-007rI/ C, z Lx U l-7G x /.S Joe M. (JOE).MAWP�, I^ STr,UCTURAL DESIGN SHEET UATk _ -7 STRUCTURAL ENGINEE�i pROJELf �F�Y �' . 7�G � i /- ! 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STr,UCTUHAL DESIGN 1HEET v^; JOB NO S STRUCTURAL ENGINEER � /7S' 7/ , �-�L� 7 1— 7 T CENTRAL RI DC; PROJi`l.f �[___ C -- DESIGN___ SHEET NO bEATTI E WASH IN(-i1C,1+1 99104 6e4-714h LOCATION CUENT CHECK r y /n 0 lL o r, e _ ��-O 7 ck) I yr 10-02-1990 12:09PM FROM SCHROEDER ARCHITECTS AIA TCi 150.36947297 P.01 Peter Sdvoeder Architect;;AIA 1904 3ni Ave.Supe 101' Seattle,WA 98101 FAX 206,682-5392. 206/223.0393 fes _ ,_.11 tit, e*�� -H OUR- [' mor flg--Card L- -T i Co,) 114 Toe E<x7JA �- To "'rte " i tk)A•C.J, (T74t, -r'! S► If*) 1�' ov -H& ISO, c Alt . 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EI = 1950000 MOMENT ABOUT LEFT SUPPORT= 0 MOMENT ABOUT ;LIGHT SUPPORT= -1 E-04 •- "- REACTIONS: LEFT= 10. 4283232 RIGHT= -4, 835794E X X V( X ) 0 -32 . 238630) 4. ('J'358045- - - 1 -2- . 4028355 4. 8358045 2 -2 '. 567041 4. 8358045 3 -17. 7312465 4. 8358045 4 -12. 895452 4. 8358045 5 -8. 05965751 4. 8358045 6 -3. 223863 4 . 8358045 7 1 . 6119315 4 . 8358045 3 6. 44772601 4. 8358045 9 11 . 2835205 4 . 8358045 10 16. 119315 4. 8358045 ENTER: 1 )NEXT SPAN 2 ) PLOT DIAGRAM ?1 NO MORE SPANS, END OF RUN 110000 DATA 2, 1 , 1 110010 DATA 100, 100, 34. 5, 11NIFORM, 2, 2, END ,?UN CONBU M CONTINUOUS BEAM PROGRAM COPYRIGHT 1982 TECHNICAL SOFTWARE ENTER DATA STARTING AT LINE 10, 000. ENTER DATA IN THE FOLLOWING FORMAT: 1 ) NUMBER OF SUPPORTS 2 ) LIST OF SI-PPORT TYPES: 1 ==PI ;jNED, 2= FIXED, & O=UNSUPPORTED END OF 3 ) FOR EACH SPAN : A) MODULUS OF ELASTICITY, MOMENT OF IN- ERTIA, & LENGTH B) TYPE OF LOAD: POINT, UNIFORM, OR GFNFRAL C ) LOAD PARAMETERS: P. A, W, X1 , W1 , X2, OR W2 t,S REQUIRED D ) INDICATE END OF LOADS FOR EACH SPAN 6Y THE COMMAND ' ErJV SEE EXAMPLE PROBLEM AT LTNE 10000 MORE DETAILED INSTRUCT ,ONS?( Y/N ) ?N ENTER: 1 ) LIST DATA 2) EXECUTE 72 EXECUTION PROCEEDT"" .• n -*A In 1 I. 1 1 RETAKE OF PREVIOUS DOCUMENT 1• K h1, (,nF) c ST"�UC�iU.-,%L Uc"S�;r - - �I HEFT OATL Gf'j�� JU.3 N0. � ALr EA17;; a ;TSV ;1C �C$IGIy No OC,ATIC'`! CHECK � ba-ob , - �� `�FT F. 77- — . 44, --- 5h7. -7 D u� x ' '�' ( «, 7 8% A 43j2 r IJA. � y o. 87 24oU17? Ic 4 {S ` I I J 1 DESIGN OJt 1, V- O CL'.";-. ,L BLDG. 1 :,EA1TIF �%,A-11.;IGTON 98104 -3 1 t24.i14a L�cc"'.T101�+ �____-- .�UENT�_ CHI:CX bwA , b— s. e) 2.2 4rcTIOIJ �= 37.32 Xf2 4 x i ,(g V ?1.11tb- 4x2,2) ' ,x`1'• 15 A — 2q . �5rc C ; x •�5 Ki,;F � ,23c� 432 . 77 6F-AN( 8•� — D 3'i,95 L G '? %rT . - �r_�ccml "OULUS C� 5•g� •45,. S� 44q,-7�?C2- lie 5. 45 ,4'1 -3 22lie5. 4-3 ,4'13 -K 4 D©,76, d� -T6pS UTAT,SY w i a i H JOA'D 45 X 4'1 + 11.2 r�CD U r �-V 37.g5K 4b.g5" � p v Y� 0-5 G P �•3 F r cn r. �Es�o-,� (3�-qg� (ge,o�l (55.3 ) (55. 5°I� C61.o5 C48•a5) �, "Nt^R 1'I,i9 31.19 50.08 sS.Sq uA1 4A,45 c MA)() .5' 5 5g.11 45.5 44,iD� J_l i5_5 l .E4,e, l -jr- De s t C+�t,I 40i •� n c� 7 .~II � r I ^ a =qammAALMm-mjmrpl-gjUmls&�� ..•1 K MA�1'1 TR1 �I�X' 11 50 I J V COMPLV V I I IELI'F.�. I I_ ' K MATRIX 100 % COMP' '- INVERSION 50 % , OMPLL� L INVERSION 100 % COMPLETE SPAN # 1 OF LN = 34, 5 FT, EI = 10000 MOMENT ABOUT LEFT SUPPORT= 1309. 275 MOMENT ABOUT RIGHT SUPPORT= -1309. 275 REACTIONS: LEFT= 37. 95 RIGHT= 37. 95 X M( X ) V( X ) 0 5. j6046448E-08 7, -- 3. 45 117. 83475 30. 36 6. 9 209. 4184 22. 77 10. 85 814. 9457, 7559800001 17. 25 '877.1187 .. 0 20. 7 3T- .226 -7. 58999999 24. 15 274. 94775 --15. 18 27. 6 209. 484 -22. 77 31 . 05 117. 83475 -30. 36 34. 5 -1 . 1920929E-07 •-37. 95 ENTER: 1 )INEXT SPAN 2) PLOT DIAGRAM 1 ^JO MORE SPANS, END OF RIJN 10000 DATA 3, 0, 1 , 1 110000 DATA 1OU, 100, 5. 5, POINT, 37. 95, 0. (j_ UNIFORM, 2. 2. END 110020 DATA 100, 100, 45. 5, UNIFORM, 2. 2, END ] RUN COIJBEAM CONTINUOUS BEAM PROGRAM COPYRIGHT 1982 TECH14ICAL SOFTWARE ENTER DATA STARTJNG AT LINE 10, 000. ENTER DATA IN THE FOLLOWING FORMAT: 1 ) NUMBER OF SUPPORTS 2) LIST OF SUPPORT TYPES: 1 =PINNED. 2= FIXED, & O=UNSUPPORTED END OF 3 ) FOR EACH SPAN: A) MODULUS OF ELASTICITY, MOMENT OF IN- ERTIA, & LENGTH B) TYPE OF LOAD: POINT, 'JNIFCRM, OR GENERAL C ) LOAD PARAMETERS : P, A, W, X1 , W1 , X2, OR 142 AS REQUIRED D) INDICATE E14D OF LOADS FOR EACH SPAN BY THF COMMAND ' END ' SEE EXAMPLE PROBLEM AT LINE 10000 MORE DETAILED INSTRUCTIONS?( Y/N) ?N ENTER: 1 ) LIST DATA 2) EXECUTE ?2 EXECUTION PROCEEDING SA MATRIX 50 7 COMPLETE SA MAfP1X 100 % COMPLETE K MATRIX 50 7, COMPL.ETE K MATRIX 100 7 COMPLETE T Al II C DC T n 0 1 rn .- r,- SPAN # 1 OF 2. 5. 5 FT. EI = 10000 MOMENT ABOUT LFF , SUPPORT= 33. 275 MOMENT ABOUT RIGHT SUPPORT= -242 REACTIONS : LEFT= 0 RIGHT= 105. 413681 XM( X ) V( X-------------------------------------------) 0 0 -37. 95 . 55 -21 . 20525 -39. 16 1 . 1 -43. 076 -40. 37 1 . 65 -65. 61225 -41 . 58 2, 2 -38. 814 -42. 79 2. 75 -112. 68125 -44 3. 3 -137. 214 -•45. 21 3. 85 -162. 412-75 -46. 42 4. 4 -188. 276 -47. 63 4. 95 -214. 80525 --48. 84 5. 5 -242 -50. 05 ENTER: 1 )NEXT SPAN 2)PLOT DIAGRAM ?1 SPAN # 2 OF 2. LN = 45. 5 FT. EI = 10000 '10M _NT ABOUT LEFT SUPPORT= 2277. 275 '•10MLNT ABOUT RIGHT SUPPORT= -22.77. 275 REACTIONS : LEFT= 105. 418681 RIG'iT= 44. 7313197 X M( X ) V( X ) ---------------------------- 0 0 -242 55. 3686,81_3 ' 4. 55 -12. 8452501 45,7358'SIIl3 9. 1 170. 764 35. 3436814 13. 65 308. 82775 25. 3386813 18. 2 101 . 346 15. 3286814 22. 75 ,148- 31 $75 5. 31868135 27. .3 449. 745, -4. 69131866 31 . 85 405. 62775 -14. 7013187 36. 4 315. 964 -24. 7113187 40. 95 180. 75475 -34. 7213137 45. 5 0 -44. 7313187 FNTER: 1 )NEXT SWAN 2 )PLOT DIAGRAM ? 1 NO MORE SPAPS, END OF RUN 110000 DATA 2, 1 , 1 -- 110010 DATA 1C0, 100, 44. 5, UNIFORM, 2. 2, END ] RUN CONBEAM CONTINUOUS BEAM PROGRAM COPYRIGHT 1982 TECHNICAL SOFTWARF ENTER DATA STARTING AT LINE 10, 000. ENTER, DATA IN THE FOLLOWING FORMAT: 2 ) LIST OF SUPPCRT TYPES: 1 =PINNED, 2- FI "11 3 ) FOR EACH SPAN: & O=UPJSUPPORTED END OF A) MODULUS OF ELAS�iiCITY MOMENT OF 'N- ERTIA, & LENGTH B) TYPE OF LOAD: POINT, UNIFORM, OR GENERAL Cj LOAD PAZAMETERS: P, A, !v, X1 , W1 , X2, OR W2 AS REQUIRED ! '� D ) INDICATE END OF LOADS FOR EACH SPAN BY THE COVMAND ' END ' SEE rXAMPLE PROBLEM AT LINE 10000 MORE DETAILED IN;TRUCTIONS?( Y/N) ?N ENTEP: 1 ') LIST DATA 2_ ) EXECUTE ?2 EXECUTION PROCEEDING SA MATRIX 50 ; COMPLETE SA MATRIX 100 % COMPLETE K MATRIX 50 % COMPLETE K (MATRIX 100 % COMPLETE INVERSION 50 Z COMPLETE INVERSION 100 % COMPLETE SPAN # 1 OF 1 . LN = 44. 5 FT. EI = 10000 (MOMENT ABOUT LEFT SI!FPORT= 2178. 275 MOMENT ABOUT RIGHT SUPPORT= -2178. 275 REACTIONS: LEFT= 48, 95 RIGHT= 48, 95 X M(X) V(X) ----------------------- 0 2. 38418579E-07 4f�_ 9.5. ----' --- 4. 45 196. 04475 39, 16 8. 9 348. 524 29. 37 13. 35 45.7. 43775 19. 58 17. 8 522,786 9. 79 22. 25 544. 56875' -1 , 49011612E-08 26. 7 522, 786001 -9, 79000001 31 . 15 457. 43775 -19. 58 35. 6 348. 524 -29. 37 40. 05 196. 04475 -39, 16 44. 5 -2. 38418579E-07 -48. 95 ENTER: 1 )NEXT SPAN 2 ) PLOT DIAGRAM ? 1 N1 MORE SPANS, END OF RUN ] 10000 DAT-1 3, 1 , 1 , O 110010 DATA 100, 106044. 33, UNIFORM, 2. 2, END 110020 DATA 100, 100, 5. 5, UNIFORM, 2. 2, POINT, 48, 95, 5. 5, END ]RUN CONBEAM CONTINUOUS BEAM PROGRAM COPYRIGHT 1982 TECHNICAL SOFTWARE EWER DATA STARTING AT LINE 10, 000, ENTER DATA IN THE FOLLOWING FORMAT: � ) NUMBER OF' SUPPORTS A) MODULUS OF ELASTTCTTY, MOMENT OF IN- ERr - ",- & LENGTH B ) TYPE OF LOAD: P', , UNIFORM, OR .. ORAL C ) i-OAD PARAMETERS : P, A, W, X1 , W1 , X2, OR W('-' AS REQUIRED D ) INIDICATE END OF LOADS FOR EACH SPAT; BY THE COMMAND ' IND ' " SEE EXAMPLE PROBLEM AT L ;NE 10000 MORE DETAILED NST'RUCTIONS?( Y/N) ?N ENTER: 1 ) LIST DATA 2 ) EXECUTE ?2 EXECUTION PROCEEDING SA MATRIX 50 7 COMPLETE SA i,IATRIX 100 % COMPLETE !, MATRIX 50 o COMPLETE K MATRIX 100 7. COMPLETE INVERSION 50 o COMPLETE IJVERSION 100 % COMPLETE SPAN # 1 OF 2. LN = 44. 33 FFT. EI = i0000 MOMENT ABOUT LEFT SUPPORT•= 2161 . 66379 MOMENT ABOUT RIGHT SUPPORT= -2. 161 . 66,379 REACTIONS: LEFT= 41 . 9391787 RIGHT= 116. 636821 X M( X ) V( X ) --------------------- 0 1 . 1920929E-07 41 . 9391787 4. 433 164. 299741 32.. 1865737 3. 366 2.85. 366206 2.2. 4339787 13. 299 363. 199396 12. 6813787 17. 732 397. 199311 2. 92877865 22. 165 339. 165048 -6. 82397_ i 34 26. 598 337. 29931 -15. 5764213 31 . 031 ?. 199396 -26. 3200214 35. 464 103. 866206 -36. 03 ' ")-914 39. 897 -77. 7002593 -45. 834;'213 4.4. 33 -302. 5 -55. 5168214 INTER: 1 )NEXT SPAN 2 ) PLOT DIAGPVl ?1 SPAN # 2 OF 2 , LN = 5. 5 FT. EI = 10000 MOMENT ABOUT LEFT SUPPORT= 302. 5 1CMENT /ABOUT RIGHT SUPPORT= -33. 2750001 REACTIONS: LEFT= 116. 636821 RIGHT= 8. 94069672E-08 X M( X ) V( X ) '1 -302. 5 ------------------------------------------- 1 55 -269. 25525 `'E9:A4 " 1 . 1 -2346. 6/76 587. 46?3 Z: 25 2. 75 -142. 93125 55 3. 3 --113. 014 53. 79 ••�5 = •.71& 2501 21•. 199999 ' 95 - 27. 255?5 50. 1599999 5. 5 0 -•5. 9604644VE-00 ENTER: 1 )NFXi SPAN 2 ) PLOT DIAGRAM ?1 '10 MORE SPANS, END OF RUN PE 51(7, DeANI ON JLA(IL 'MIAUTAKI W10?H• x! A.7,-O, -t 4,4'-01 Lo�'O = 45. 5 x 40 -- 1.82WrT. " 0CU z� c 4�. d-4,4"` $ ' i — x 0 f7E5i�1-1 I' �u 132 4�.' 42'l. �y� r5i.zrt 45 y a�.1ci �aa,6a ¢4 g3' ga58� e,g' r4a 5 (MAX) --- ---- - -- —44-5 I � I D�si�n! rn 441 r; 4741 A9,51 44, 5v r rn rn C� p oI . TRUCMRAL ENGINEER CEN TIAL BLDG P ROJEI.� _—� � — DE51 .:v.—_ .111,ATTI F W/+3IIiW7,TCll 1,0104 HEET NO Co24.7148 LOCATIr% — --CLIENT �"—// CHECK t3S-AM A,(6 - 13 lip g�L7�o1.! vwo�Dul,us. A- se 12 _ 4 � 00 — 1� 4 - (4 o) -34 . n f� - 34x C&x ,�c,s �►. 5 �x 402 = 354,4 o. k L"i l Onl ry1Q ,U LU, S� 2.36x0 2 4 K(,i5 1705.11 LI a 1l _ 'S3 — (4 x 4 S 3 1 � s 4 x x . c6� +�c �5/ = 355. 73 u^ 2 o5 c3 7/4 x4 3 '2.�— u SF 1 K. M. (JU) MAW. 4. • TRUCTURown -ENGINEER ocijhu n - — n�Si��i _ _1 I CENTRAL [A DG :i EET NO I C a ATTI E WASHINGTON b0104 ,� y 624.7146 LOCATIONS CLIENT CHECK _1 12 yEG'l;1,0�.1 ihW OU I.0 S. S 44�,Ob K ;2 44.51 2A K , 5 'L 21 52 4 3 L� 3 V 96 1+4, 4 ><Z,o) = 3 6 5 3 • ..� A-= 3r,7•� o.� 5 257;, 5 x 0- 89 - 2'. 38, Ob o.k , uIs t—:_ fttAd4A o - E,6 56C T rOQ "OCULUS . .� ?.o"/�� F •3 2.4 157 , 35 Q = '�� 5 x (T�� Kr (9) = 3 .4� c� z $ %, n 4 3 ya, A = '350, 6 ©.t 5 x O, 8? r ;24-00, 71 eli �3/Q x 4•s- .�.--- �.-I S F L 10000 DATA 2, 1 , 1 ] 10010 Dr,-A 100, iu0, 42, UNIFORM, 2. 0, END ; RUN CONBEAM CONTINUOUS BEAM PROGRAM COPYRIGHT 1982 TECHNICAL. SOFTWARE ENTER DATA STARTING AT LINE 10, 000. ENTER DATA IN THE FOLLOWING FORMAT: I ) NUMBER OF SUPPORTS 2 ) LIST OF SUPPORT TYPES: 1 =PINNED, 2= FIXED, & O=UNSUPPORTED END OF ; ) FOR EACH SPAN: A ) MODULUS OF ELASTICITY, MOMENT OF IN- ERTIA, & LENGTH B) TYPE OF LOAD: POINT, UNIFORM, OR GENERAL C ) LOAD PARAMETERS: P, A, W, X1 , W1 , X2, OR ;J2 AS REQUIRED D) INDICATE END OF LOADS FOR EACH SPAN BY THE COMMAND ' END ' SEE EXAMPLE PROBLEM AT LINE 1000 ' MORE DETAILED INSTRUCTIONS? ( Y/N ) ?N ENTER: 1 ) LIST DATA 2 ) EXECUTE ?2 EXECUTION PROCEEDING SA MATRIX 50 % COMFLETE SA MATRIX 100 % COMPLETE K MATRIX 50 a COhPI_ETE K MATRIX 100 % COMPLETE INVERSION 50 7 COMPLETE '. NVERSI)N 1rO % COMPLETE SPAN # 1 OF 1 . LN = 42 FT. EI = 10000 MOMENT ABOUT LEFT SUPPORT= 1764 MOMENT ABOUT RIGHT SUPPORT= -1764 REACTIONS: LEFT= 42 RIGHT= 42 X M( X ) V( X ) ---------------------------------------------- 0 ------ ----- ---------------- -------------- 0 1 . 1920929E-07 2 4. 2 158. 76 33. Fi 8. 4 282. 2.4 25. 2 12. 6 370. 44 16. 8 16. 8 4?.3.,,,36 8. 40000001 2' 441 0 25. 2_ 4T . 36 -8. 4 29. 4 370. 4n -16. 8 33. 6 282. 24 -25. 2 37. 8 1 S8. 76 -33. 6 42 -1 . 1920929E-07 -42 ENTER: 1 )NEXT SPAN 2 ) PLOT DIAGRAM ? 1 NO MORE SPANS, END OF RIJN 110000 DATA 3, 0, 'I . 1 ] 1 0020 DATA 1 00. 1 !)0, 1 5. 5, UN I FOR",1, 2. 0, END CONBEAM CONTINUOUS BEAM PROGRAM COPYRIGHT 1982 TECHNICAL SOFTWARE ENTER DATA STARTING AT LINE 10, 000. INTER DATA IN THE FOLLOWING FOR,'-iAT: 1 ) NUMBER OF SUPPORTS 2 ) LIST OF SUPPORT TYPES: 1 =PINNED, 2= FIXED, & O=UNSUPPORTED END OF 3 ) FOR EACH SPAN: A) MODULUS OF ELASTICITY, MOMENT OF IN- ERTIA, & LENGTH B) TYPE OF LOAD: POINT, UNIFORM, ON GENERAL C ) LOAD PARAMETERS: P, A, W. X1 , W1 , X2, OR W2 AS REQUIREiD D) INDICATE END OF LOADS FOR EACH SPAN BY THE CO'4MAND ' END' SEE EXAMPLE PROBLEM AT LINE 10000 MORE DETAILED INSTRUCTIONS?( Y/N ) ?N ENTER: 1 ) LIST DATA 2 ) EXECUTE ?2 EXECUTION PROCEEDING SA MATRIX 50 o COMPLETE SA MATRIX 100 7 COMPLETE K MATRIX 50 a COMPLETE K MATRIX 100 COMPLETE INVERSION 50 a COMPLETE INVERSION 100 e COMPLETE SPAN # 1 OF 2. LN = 5. 5 FT. EI = 17000 MOMENT ABOUT LEFT SUPPORT= 30. 25 MOMENT ABOUT RIGHT SUPPORT= -261 . 25 REACTIONS: IEFT= 0 RIGHT= 104. 241758 X M( X ) V( X ) 0 0 -42 . 55 -23. 402 5 -43. 1 1 . 1 -47. 41 -44. 2 1 . 65 -72. 0225 -45. 3 2. Z -97. 24 -46. 4 2_ . 75 --123. 062.5 -47. 5 3. 3 -- 1 49. 49 -48. 6 3. 55 -176. 5225 -•49. 7 4. 4 -204. 16 -50. 8 4. 95 -232. 4025 -51 . 9 5. 5 -261 . 25 -53V ENTER: 1 )NEXT SPAN 2 ) PLOT DIAGRAM ? 1 SPAN # Z OF' 2. LN = 45. 5 FT. El = 10000 MOMENT ABOUT LLFT SUPPORT= 2.070. 2 -) MOMENT ABOUT RIGHT SUPPORT= -2079. 25 IrEACTIONS: LEFT= 104. 241758 RIGHT= 39. 7582419 -----------`-.-- -_--------�------------ 0 -2:.1 2 51 . 2417583 4. 55 48. 8024999 42. 1417583 9. 1 122. 24 33. 0417582 ✓- 13. 65 251 . 8775 23. 9417582 - 18. 2 340. 11 14. 8417583 22. 75 386..9..375 5. 74175823 27. 3 392. 36 ~ -3. 35824177 31 . 85 356. 3775 -12. 4582418 36. 4 278. 99 -21 . 5582418 40. 95 160. 1975 -30. 6582418 45. 5 0 -39. 7582418 ENTER: 1 )NEXT SPAN 2 )PLOT DIAGRAM ?1 NO MORE SPANS, END OF RUN ] 10000 DATA 2, 1 , 1 ..- --- ] 10010 DATA 100, 100, 44. 5, UNIFORM, 2. O, END ] RUN CONBEAM CONTINUOUS BEAM PROGRAM COPYRIGHT 1982 TECHNICAL SOFTWARE ENTER DATA STARTING AT LINE 10, 000. ENTER DATA IN 'fHE FOLLOWING FORMAT: 1 ) NUMBER OF SUPPORTS 2 ) LIST OF SUPPORT TYPES: 1 =PINNED, 2- FIXED, °c 0=UNSUPPORTED END OF 3 ) FOR EACH SPAN: A) MODULUS OF ELASTICITY, MOMENT OF IN- ERTIA, Ft LENGTH B) TYPE OF LOAD: POINT, UNIFOR1, OR GENERAL C) LOAD PARAMETERS: P, A, W, Xl . Wl , X2,, OR W2 AS REQUIRED D) INDICATE END OF LOADS FOR EACH SPAN BY THE COINMAND ' END ' SEE EXAMPLE PROBLEM AT LINE 10000 MORE DETAILED INSTRUCTIONS?( Y/N) ?N ENTER: 1 ) LIST DATA 2) EXECUTE ?2 EXECUTION PROCEEDING SA MATRIX 50 % COMPLETE SA MATRIX 100 % COMPLETE K MATRIX 50 % COMPLETE K MATRIX 100 % COMPLETE INVERSION EO 1 COMPLETE INVERSION 100 % COMPLETE SPAN # 1 OF 1 . LN - 44. 5 FT. EI = 10000 MOMENT ABOUT LEFT SUPPORT- 1980. 25 MOMENT ABOUT RIGHT SUPPORT= -1980. 25 REACTIONS: LEFT= 44. 5 RIGHT= 44. 5 X M(X ) V(X) -----------------------------77 2. 38418579E-07 44. 5 L'J 13. 35 415. 852E 17. 8 17. 8 475,26 ( 8. 90000001 -22. 25 495. 06'23x' 0 r 26. 7 -475. 26 -8, 9 31 . 15 41 5. 8525 -' 7, 8 �-- 35, 6 316. 84 -26. 7 40. 05 178. 2225 -35. 6 44. 5 -1 . 1920929E-07 -44. 5 ENTER: 1 )NCXT SPAN 2)PLOT DIAGRAM ? 1 NO MORE SPANS, END OF RUN 110000 DATA 3, 1 , 1 , 0 77' , 110000 DATA 100, 100, 44. 33, UNIFORM; ?. O, END 110020 DATA 100, 100, 5. 5, UNIFORM, 2. 0, POINT, 44. 5, 5. 5, END ]RUN CONBEAM CONTINUOUS BEAM PROGRAM COPYRIGHT 1982 TECHNICAL SOFTWARE ENTER DATA STARTING AT LINE 10, 000. ENTER DATA IN THE FOLLOWING FORMAT: 1 ) NUMBER OF SUPPORTS 2) LIST OF SUPPORT TYPES: 1 =PINNED, 2= FIXED, & 0=UNSUPPORTED END OF 3) FOR EACH SPAN: A) 1ODULUS OF ELASTICITY, MOMENT OF IN- ERTIA, & LL-NGTH B) TYPE OF LOAD: POINT, UNIFORM, OR GENERAL C) LOAD PARAMETERS: P, A, W, X1 , W1 , X2, OR 142 AS REQUIRED D) INDICATE END OF LOADS FOR EACH SPAN BY THE COMMAND ' END ' SEE EXAMPLE PROBLEM AT LINE 10000 MORE DETAILED INSTRUCTIONS?( Y/N) ?N ENTER: 1 ) LIST DATA 2) EXECUTE ?2 EXECUTION PROCEEDING SA MATRIX 50 % COMPLETE SA MATRIX 100 % COMPLETE K MATRIX 50 % COMPLETE K MATRIX 100 % COMPLETE INVERSION 50 % COMPLETE INVERSION 100 % COMPLETE SPAN # 1 OF 2. LN a 44. 33 FT. EI = 10000 MOMENT ABOUT LEFT SUPPORT= 1965. 1489 MOMENT ABOUT RIGHT SUPPORT- -1965. 1489 REACTIONS: LEFT= 38. 1265261 RIGHT= 106. 033474 X M(X) V(X) _------------------------------- 0 1 . 1920929E--07 38. 1265261 -_- 4. 433 149. 363401 29. 2605261 8. 866 259. 423824 20. 3945261 Y, ouL52!jJD 22. 165 353. 7372 -6. 20347394 26. 593 306. 6357(., -15. 0694739 31 . 039 ' 220. 131269 -23. 9354739 35. 464 94. 4238241 -32. 801474 39. 897 -70. 6365992 -41 . 667474 44. 33 -275 -50. 533474 ENTER: 1 )NEXT SPAN 2)PLOT DIAGRAM ?1 SPAN # 2 OF 2. LN = 5. 5 FT. EI = 10000 MOMENT ABOUT LEFT SUPPORT= 275 MOMENT ABOUT RIGHT SUPPORT= -30. 25 REACTIONS: LEFT= 106. 033474 RIGHT- -2. 9803224E-08 X M(X) V( X) ----------------------------------------- 0 -275 . 55 -244. 7775 54`. 000001 1 . 1 -215. 16 53. 3000001 1 . 65 --185. 1475 52. 2 2. 2 -157. 74 51 . 1000001 2. 75 129. 9375 50. 0000001 3. 3 -102. 74 48. 9 3. 85 -76. 1475 47. 8000001 4. 4 -50. 16 46. 7 4. 95 -24. 7775 45. 6000001 5. 5 0 2. 98023224E-08 ENTER: 1 )NEXT SPAN 2)PLOT DIAGRAM �1 NO MORE SPANS, END OF RUN A 515,N 5Ej�M CrNj L(tI G 5 m.k Tt�IQU7AA f wIOT+t +4 .43r 5 ncnyD rn a�� mb dm2 ,ti rn Iz (48 ,32� (53.7p (42 12 -4?JA is �laN " - IZ 4U,�i7 �, ?G•bD I 40•rl q9.2 1a2,�t a!i1` (MAX) �3A;_y4 O'l 5 r 1 5.0 _4s,g' ooh �' .4 If,33 �s•g' '� '�a 51 -L I r . c� r i S�:S and 255,E 5q,),51 . X47, I"1 -4i5,2l, -� (MAY) I I -- - -- - ... ---- n � J � 7 muIN I � ! STRUC�UR�a.L ENGINEER k' 5 DESIGN 1 CENTRAL BLDG ROJL-t,( - ~` ISHEFT NO ! -�EAVII F WASHINGTON 98104 ,9--/ / CK 624-7145 LOCATION CLIENT ___ CHE �Io 6 X(2 3s} , S` 1�24Q .0C�j3 x 5. 44 x 0•�ld = 13CJ2 , �j o,k• k / Q � Ix2 1( 0 4b,32 (4 x I q2 4-0 _.J Qfl._pio . STRUCTUPAL ENG1Nw_R ^fiQJt ,r F _ _ _. DESIGN_ _ Ce',`RAL KDG 'SHEET NO ,tarn F wn;,'IINr,i ON 98104 624-7146 'i-nC� j1,'l�V Cl1ENT__ CHECK-_ A" � �� k •3 — � E,3 �• a 1�i 1 j= 475,26 ,, (2 ' 2.A y1 . �� - �t4 S — .2 6. 35w) 3 4 ,12 04 4r) A = 35r}, t, o.�. 3 x 4 S. 347• I1 x (2 4433� C �' �l 5S)—q ' 4 3� L4 X 1. q2 A - 45 (00 N ( rc. 165 ><�.r, ) = 36�. 4 7 c�1? a �4 00, 10000 DATA 2, 1 , 1 ] l OQ1 0 DATA 100, uc, , 34. 5, 11FJ I FOF'M, 1 . 92, END - .•�---* ��'�' ] RUN CONBEAM CONTINUOUS BEAM PROGRAM COPYRIGHT 1982 TECHNICAL SOFTWARE FNTER DATA STARTING AT LINE 16, 000. FNTER DATA IN THE FOLLOWING FORMAT: 1 ) NUMBER OF SUPPORTS ? ) LISF OF SUPPORT TYPES: 1 =PINNED, 2= FIXED, & O=UNSUPPORTED END OF 3 ) FOR EACH SPAN: A) MODULUS OF ELASTICITY, MOMENT OF IN- ERTIA, & LENGTH B) TYPE OF LOAD: POINT, UNIFORM, OR GENERAL C ) LOAD PARAMETERS: P, A, W, X1 , W1 , X2, OR 112 AS REQUIRED D) INDICAI ,. END OF LOADS FOR EACH SPAN BY THE COMMAVD ' END ' SEE EXAMPLE PROBLE •l AT LINE 10000 'ORF DETAILED INSTRUCTIONS? ( Y/N) ?N ENTER: i ) LIST DATA 2 ) EXECUTE ?? EXECUTION PROCEEDING SA MATRiX 50 COMPLETE SA [4ATRIX 100 % COMPLETE K !4ATRIX 50 COMPLETE K MATRIX 100 7 COMPLETE INVERSION 50 % COOPLETE INVERSION 100 % COMPLETE SPAN # 1 OF 1 . LN = 34. 5 FT. EI = 10000 MOMENT ABOUT LFFT SUPPORT= 1142. 64 !,10MENT ABOUT RIGHT SUPPORT= -1142. 64 REACTIONS: LEFT= 33. 12 RIGHT= 33. 12 X M( X ) V( X ) ---------- ----------------— �-------- 0 1 . 1920929E-07 33_ 12 3. 45 102. 8370 26 . 496 6. 9 182. 8224 19. 872 10. 35 239. 9544 13. 248 13. 8 27j.,t2336 6. 62400001 17. 25 �R�" 66 0 2.0. 7 274. 2.336 —6. 62.4 24. 15 239. 9544 —13. 248 27. 6 182. 8224 —19. 372 31 . 05 102. 8376 —2.6. 496 34. 5 —1 . 1920929E-07 —33. 12 ENTER: 1 )NFXT SPAN 2 ) PLOT DIAGRAM ? 1 NO MORE SPANS, END OF RUN ] 10000 DATA 3, 0, 1 , 1 _ , n n A T A Inn 1nn r r nnTAtr )n 111 n n M#tI*MMiI 4 A^ P11h J10020 DATA 100, 100, 45. 5, UNIFORM, 1 . 92, FNf) ]RUN. 7" CON BEAM CONTINUOUS BEAM DROGRAM ' COPYRIGHT 1982 TECHNICAL. SOFTWARE ENTER DATA STARTING AT LINE 10, 000. ENTER DATA IN THE FOLLOWING FORMAT: 1 ) NUMBER OF SUPPORTS 2 ) LIST OF SUPPORT TYPES: 1 =PINNED, 2= FIXED, & 0=UNSUPPORTED END OF 3 ) FOR EACH SPAN: A) MODULUS OF ELASTICITY, MOMENT OF IN-- ERTIA, & LENGTH B ) TYPE OF LOAD: POINT, UNIFORM, OR GENERAL C ) LOAD PARAMETERS: P, A, W, X1 , W1 , X2, OR W2 AS REOJIRED D ) INDICATE END OF LOADS FOR EACH SPAN BY THE COMMAND ' END ' SEE EXAMPLE PROBLEM AT LINE 10000 MORE DETAILED INSTRUCTIONS?( Y/N) ?N ENTER: 1 ) LIST DATA 2 ) EXECUTE ?2 EXECUTION PROCEEDING SA MATRIX 50 % COMPLETE SA MATRIX 100 7 COMPLETE K MATRIX 50 Z COMPLETE K MATRIX 100 7. COMPLETE INVERSION 50 a COMPLETE INVERSION 100 7 COMPLETE SPAN # 1 OF 2. LN = 5„ 5 FT. FI = 19000 MOMENT ABOUT LEFT SUPPORT= 29. 04 MOMENT ABOUT RIGHT SUPPORT= -2. 11 . 2 REACTTONS: LENT= 0 RIGHT= 92. 0017583 X M( X ) V( X ) 0 0 --33. 12 . 55 -18. 5064 -34. 176 1 . 1 -37. 593G -35. 232 1 . 65 -57. 2616 -36. 288 2. 2 -77. 5104 -37 . 344 2. 75 -98. 34 --38. 4 3. 3 --119. 7504 -39. 456 3. 85 -141 . 7415 -40. 512 4. 4 -164. 3136 -41 . 568 4. 95 -187. 4664 -42. 624 5. 5 -211 . 2 -43. 6,9 ENTER: 1 )NEXT SPAN 2 )PLOT DIAGRAM ? 1 SPAN # 2 OF 2. LN = 45. 5 FT. EI = 10000 MOMENT ABOUT LEFT SUPPORT= 1987. 44 MOMENT ABOUT RIGHT SUPPORT= -1987. 44 REACTIONS: LEFT= 92. 0017583 RIGHT= 39. 0382.418 --------- ------ -------------------------- 0 ---- ------ ------------------------- 0 -211 . 2 E . 48. 3217583-� 4. 55. -1 1 . 210 X39. 5857583 9. 1 149. 0304 30. 8497583 13. 65 269. 5224 22. 1137582 18. 2 350. 2656 13. 3777582 22. 75 391., 2.6___ 4. 64175823 27. 3 392. 5056 -4. 09424177 31 . 85 '-354.'0024 -12. 8302413 36. 4 275. 7504 -21 . 5662418 40. 95 157. 7496 -30. 302.2418 45. 5 0 -39. 0382418 ENTER: 1 )NEXT SPAN 2)PLOT DIAGRAM ?1 NO MORE SPANS, END OF RUN 110000 DATA 2, 1 , 1 110010 DATA IOQj $OO, 44. 5, UNIFORM, 1 . 92, END ] 1UN CONBEAM CONTINUOUS BEAM PROGRAM COPYRIGHT 1982 TECHNICAL SOFTWARE ENTER DATA STARTING AT LINE 10, 000. ENTER DATA IN THE FOLLOWING FORMAT: 1 ) NUMBER OF SUPPORTS 2 ) LIST OF SUPPORT TYPES: 1 =PINNED, 2= FIXED, & 0=UNSUPPORTED EIND OF 3 ) FOR EACH SPAN: A) MODULUS OF ELASTICITY, MOMENT OF IN- ERTIA, & LENGTH B) TYPE OF LOAD: POINT, UNIFORM, OR GENERAL C ) LOAD PARAMETERS: P, A, W, X1 , W' , X2, OR W2 AS REQUIRED D) INDICATE END OF LOADS FOR FACH SPAN BY THE COMMAND ' END ' SEE EXAMPLE PROBLEM AT LINE 10000 MORE DETAILED INSTRUCTIONS?( '(/N) ?N ENTER: 1 ) LIST DATA 2) EXECUTE ?2 EXECUTION PROCEEDING SA MATRIX 50 % COMPLETE SA MATRIX 100 % COMPLETE K MATRIX 50 % COMPLETE K MATRIX 100 % COMPLETE INVERSION 50 % COMPLETE INVERSION 100 % CO'rQPLETE SPAN # 1 OF 1 . LN _ 44. 5 FT. EI = 19000 MOMENT ABOUT LEFT SUPPORT= 1901 . 04 MOMENT ABOUT RIGHT SUPPORT= -1901 . 04 REACTIONS: LEFT= 42. 72 PIGHT= 42. 72 X M(X ) V( X ) ---------------------------------------- 0 . - 2.38418579E-07 3_72 Kamm-am 13. 35 399. 2. 134 17. 039 25 .' ` . 5440000?�2. S ri5� 0 26. 7 456. 2496 -8. 54399998 31 . 15 399. 2. 184 -17. 083 ! �/ 35. 6 304. 1664 -25. 632 40. 05 171 . 0936 -34, 176 44. 5 .-2. 38418579E-07 -42. 72 ENTER: 1 )NEXT SPAN 2) PLOT DIAGRAM 71 NO MORE SPANS, END OF RIJN ] 10000 DATA 3, 1 , 1 , O Y 110010 DATA 100, 100, 44. 33, UNIFORM, 1 . 92, END ] 10020 DATA 100, 100, 5. 5, UNIFORM, 1 . 92, POINT, 42. 72, 5. 5, END ] RUN CONBEAM CONTINUOUS BEAM PROGRAM COPYRIGHT 1982 TECHNICAL SOFT!JARE E'1TER DATA STARTING AT LIVE 10, 000. ENTER DATA IN THE FOLLOWING FORMAT: 1 ) NUMBER OF SUPPORTS 2 ) LIST OF SUPPORT TYPES: 1 =PINNED, 2= FIXED, Pi O=UNSUPPORTED END OF 3 ) FOR EACH SPAN: A ) P110DULUS OF ELASTICITY, MOMENT OF IN- ERTJA, 'Y LENGTH B ) TYPE OF LOAD: POINT, UNIFORM, OR GENERAL C ) LOAD PARA''1ETERS: P, A, W, Xi , Wl , X2, OR h12 AS REQUIRED D) INDICATE END OF LOADS FOR EACH SPAN BY THE COMMAND ' END ' SEE EXAMPLE PROBLEM AT LINE 10000 MOR1= DETAILED INSTRUCTIONS? ( Y/Al) ?N ENTER: 1 ) LIST DATA 2) EXECUTE ?2 EXECUTION PROCEEDING SA MATRIX 50 a COMPLETE SA MATRIX 100 7. COMPLETE K MATRIX 50 % COMPLETE K MATRIX 100 COMPLETE INVERSION 50 % COMPLETE INVERSION 100 % COMPLETE SPAN # 1 OF 2. I_N = 44. 33 FT. El = 19000 1110MENT ABOUT LEFT SUPPORT= 1886. 54294 MOMENT ABOUT RIGHT SUPPORT= -1 .986. 54294 REACTIONS: LEFT= 35. 601465 RIGHT= 101 . 792135 X M( X ) V( K ) ------------------------------- 0 0 36. 601465 4. 433 143. 388865 28. 090105 8. 866 2.49. 046871 19. 578745 22. 165 33�. b3�'�,^ �. -5. 95533499 26. 598 294. 3703 -14. 466695 31 . 031 211 . 37401\3 -22. 978055 35. 464 9 . 646871 -31 . 489,415 4q7 -67. 8111354 -40. 000775 4x. 33 -264 -48. 512135 ENTER: 1 )NEXT SPAN ?_ )PLOT DIAGRAM ? 1 SPAN # 2 OF 2. . LN = 5. 5 FT. EI = 10000 11-10MENT ABOUT LEFT SUPPORT= 264 i•1OMENT ABOUT RIGHT SUPPORT- --29. 04 REACTIONS: LEFT= 101 . 792135 RIGHT= -5. 9604644BE-08 X M( X ) V( X ) ----------------- ---------- 0 -264 (1-2' ,3.. 8000.01 . 55 -234. 9864 52. 2240001 1 . 1 -206. 5536 51 . 1680001 1 . 65 -173. ' '' 6 50. 11 ?.0001 2, ? -151 . 4304 19. 0560001 2 . 75 -124.4 48. 0000001 3. 3 -99. 6304 46. 9440001 3. 85 -73. 1015001 4x. 8880001 4 . 4 -48. 1536 44. 8320001 4 . 95 -23. 7364 43. 7760001 5. 5 0 5. 9604644BE-03 E';TER: 1 )NEXT SPAN ? )PLOT DIAGRAM ? l 0r 10RE SPANS, END OF RUN i 17 'El : AV' P.E L!�F�T.� --- - DESIG�v SHEET' O I ,Thi1C• URAL ENGINE'CR i. .;,;�L.f _ - � , CENTRAL BLDG CHECK � tAATTI E WASHINGTON 9II10a 1 CLIEN —�------r-- .J 624-7146 LLOCM I x Y 3 g? _ ?_ X �- s HA r� 'I�v ES Tii CTU L C V �� ,c,• ti I CENTRAL BLDG — SHE T NO 11 SF.A I F WASHINGTON 98104 624.1146 LOCATION - C ,.`JT_ CHECK__ X27 2 �1/ 7? z'v X. ,c� Fes»•. . i MWIAMIUM 1 K. P11 (JOE) P.F. STrLJCiURAL DESIGN SHEET DATE � . ' 177 _ – CEDESIGN_. rvT�+n. ►. , —"' - SHEET NO aEATTi E WASHINGTON :)j;ua 624-7146 LOCATION ---CU-ENT—._ CHPCK C z � >l J �a /z i jr a sa �3D . I �. , 144 - ST�UCTU�AL '3E�"'r' SHEET D!=•T� ill's NO ! K. M. i JOE) P.1 �. -- ---- -- -- -- - -- ,7 CC J. .1 _ 62ATT1 E 3N _;104 czn-7tar, LCCATIC _-- CL1cNT�—.__. 4 x ¢S i c". K M. (.1 r.r I p E. U 4.L UCTi !- , r ( - C —7- Cil I 1 .11 1 SHEET NO SEAM E \,i, CHECK- 3 GOA r 0 Z.5-Z- cq�f 'o 7— /7 IX nj� r -7 37 '4 OATS ` I .JO NO. --�— R� �r STRUCTURAL ENGINEER PRC JLL -7� �7_ �, _ _ nESlCiy 1 1;•.-- CEN rAAL BLDG. �, SNcI NG >,EATTIF WAS41NG10N 98104 y w4-7146 LOCAT.014 — -- r :T CHECK— Z- HECK `47- j j %¢ 1-O ' I C I I -- _ - JUt$ wv STrUCTUF'\L 'DESIGN SHEET GAT E K. V. (JOE) p.E. ___ --- - - - ��- 7 �ES1GN- -- .,'[ rL` fi 4'ROJELE -� - rte- _ _ — I SHEETNO CENTRAL dtOG, aEATTI F w—-14INGTON 98104 — 2 624-7146 LOCATION CUSNT-__ - CHECK--L C ,; /.�J -• ��7 .1 rpt SQA iJ 1.2 (fSE •Zx/ z �� /G �d C Z oxo = 720 '',� 7 ,7 � ¢7�7 ffi( C �2 _ ? 2- 7 7 7 y1 x iS i � j ► SIJ --17J U,-NCI > STT UCTURAL-DESHc . �..c -DATE_ i MAW, P.E I/ 7� TRUCTURAL ENGINEER RROJtI,f CSL��-�� •-- DESIGN L: CENTRAL BLDG S EET�NO 111 JAM E WASHINGTON 98104 - j 624-7148 LU�ATION CLIENT — CHECK LoaA - /' % .4 . 3 /f-s1A7 14 - 4• G�Z = ze,(!3 x 4 o X x Uo x 6 _ /2.c X5 iz � z 3•b� r_ z8 �.S i I -- f 1VI�►., r- -- STr,UCTURAL 0E: lEr-f ATL' - - - _ JUti NO + STRUCTURAL ENGINEER PROJEL r �x/S'` �I-78 CENTRAL BLDG - DESIGN�k2'L EATTI E WASHINGTON 98104 SHEETNO r 624 7116 LOCATION CLIENT _ - C'AECK 2 p : Z 7S' 36 4 D d28 007 /a (, /0 7 c-4-sX S. I I I VA Wqka MAT, =- -0i _ L.- --STrUt UL-TU aES fET----- QATk -- -R-M E) MAW, f 7T LIQ- - TRUCTURAL ENGINEFR Jtl.f �%�� '� � ' CENTRAL BLDG PROAL DESIGN 1L*Zl 7 ' EA111 F WAS!IINGTON 9810,; 1 HEET NO 624-7146 LOCATION 'LIENT �--� CHECKAe- .� e 1l• if7 ? t oIVI/ A # _S n Z I I i i EX-Flar ffA�1q1w-J1M Ulm K M. (.IOE MA -- -. -.-- 1 W, P E - _ _ STrUCTUtt+�L D S�,�� EET DATE O'OB NO t I TRUCTU10%L ENGINEER PFiO.iEur G`.�!1`�7`� - -. DESIGN,-/-/,- CENTRAL �:._/ BLDGS�HEI:T NO a ATTI F WASHINGTON 28104 I 1 C _ 624 7146 LOCATION ___ _CUENT CHOCK ^ c / el yf-7 P GD /.-•7 2- An 7/07 ti /c` ,a LLO NO I' UCTURAE DEg'GN SHEET 04YE �t —'+TFtUCTUR�t ENt,tNEERiOES1G _ SHEET NO U,%V�AL BLDG SEATTI E V%,%l,-+INGTON 9310.1 HeCK.624 7146 CUEMTi I I rc 70 &ox 2 ,Zl�X X33 �� SGS / '�► /Z x 70 ,K /c i i K. M. (JOE) ' RE. STr,UCTURAL D'" "N SHEET CATS JOB N6 A --—y - — --_ L. --- -- -- --- t-t '— U(:TURAL ENGINEER PROJEL< <! DESIGN_ CENTRAL BLDG SHEET NO SEATTI E WASHINGTON 98104 624-7146 LOCATION _ CUENT_ CHECK 6- -0 0 7r= /zoo 7Z =o 0 1l ¢ 0 x G OF 4, '�Z x Zyo a 4,4 /J^^�C-' 40� O O x Z 2 C� 8' :_ ?/ . 3 lam- iJs� �� F� SHEET �'N C TL a •57�'UCTUFtAL D — ----- ' _ K M. JOE P.E. -- --- — DESIGN-- SHEET NO . STRUCTURAL NGINEER PROJECT 1 CENTRAL BLDG. CHECK bEATTI E WASHINGTON 88104 CUENT_____-__- 624.7148 LOCATION ...arc... SOD� /J�-�3'•-- �� ' �D�2 2¢�`. 233 z 33 l 2 x 7 0 X 2 3 _.._.;. - . ?-0 7A6 le, -. z ./ Xzz37- 22? -7 I 7 O Al 7 b-0�Ad mit IL �4? i i I 2u ' 1,16