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8300 SW HUNZIKER ROAD-5 PLANT LIST --------- SYMBOL COMMON NAME BOTANICAL. NAME SIZE SPACING REMARKS "frees Red Sunset Maple Acer Rubrui,3 'iced Sunset' 3" Cal. B&B As Shown SNatlill Vd NUU93M •-- Chanticleer Flowering Pear Pyruo, calleryana 'Chanticleer' 1 If-) 'Cal. B&B As Sh(,v ,1 Matched 1661 6 0 Hdd /I • '{ranter Vesuvius Flowering P►um Prunus cerasifer 'Krauter Vesuvius 1 1/2"Cal. B&B As Shown Matched Columnar American Arlymvitae T:luia o cidentalis 'Fastigiate' 5'-6' B&B As Shown (13A1333H �-- Vine Maple Acercircinatum ','-6' B&B As Show-1 3 Stem Minimum Shrubs - 0 —711 -- Dwarf Heavenly Bamboo Nandina domestica 'Nana' 1 Gallon Cont. 3' O.C. _ rJ Rhododendron, Rhododendron 'Blue Diamond' 18"-21" B&B .As Shown Rhododendron Rhododendron 'Elizabeth' 18"•2l" B&B As Shown Rhododendron Rhcxioclendron 'Mrs Furnival' IK"-21" B&B As Shown 8 C ------ itllocicxlendron Rhododendron 'Scarlet Wonder' 12"-t5" B&B As Shown Convex Le; 1 Holly Ilex crenata 'Cc.nvexa' 2 Gallon Cont. As Shov,n C.l1 (�---------- F,merald Arborvitae Thuja occidenta.lis 'Emerald' 5'-6' B&B As Showh 0-4 F— o Groclnd Cover / Vines V Hahn's Ivy Heck.a helix 'Hahnii' 2 1/4" Pots 10" O.C. v U I� Sedum Sedum spurium 'Dragons Blood' 1 Gallon Cont. 12" O.C. Q, G !- Evergreen Clematis Clematis almandii 5 Gal. Cont. As Shown i r � Annual Color In Season 4" Pots K" O.C. 1;1 1 - Turf- Sod J.B. 'Signiture' From J.B. Sod l=ams Itii E-- 8 -•%. . i ,tom. 11 _ O - ,,, o v o /� �. _ O � 1 dor FIN. FLIM. ELEV. 168.0' lip L / ---� G. 1.t YJ o - v Enoo ° o �Il 0 0 01.- i �- °j CITY of TIGART)� -- --____---- • ° o Title__ y�. �..�» �t o d`. O 1. 0 O O Thr ll\� O O O O � I � o A. N, i it REVISIONS S W. HUNMER DRIVE --- ---------- DATE ' JOB NO. Ei TENIiICK DWN. CHK. � I ASS0CIATF, S \ I. • n d s , a I, c U c s i R n PLANTING FLAN /"7 NORTH L c L Cl' 1 L579 SW 13roadwrx 13caverton, 011, 97005 .) (503) 644-1974 i-Il11\l7::I';;T'r�t: S T•::-E:1' T-..�.�_�""` ..,.. — 1:,\x (50.3) 6.14 •1297 OF—2 SHEr.-TS 0 M � LEGIBLE THAN THIS NOTATION, � ,.;.: r •;,, �he4 +.<.:.^, i�°siRR(rx�- —w•: "�.I,-IP I, --.:t.;. y,,., •. ,.,. OCTOBER ti.., sIF THIS DOCUMENT IS LESS ...... 'N[�14�'!9 93 IT IS DUE PO THE QUALITY OF lT. , _ _ _ _ N�� :0 THE ORIGINAL DOCUMENT. -- -- — -- - — L�; 9 Z 6Z �111111 � YL OL 8TBi —Lt f�'� 4i �T £T Lt iTT 8 L F911111 9 1 � 1IIIIIIIIIII�,��lllll IIIIIIiIi. IIIIIIIII lllllllll lllllllll illllllll�llll, IIIIIIIII Iilllllll IIIIIIIII lllllllll lllllllll IIIIIIiIi lllllllll lilililll IIIIIiIiI � JiW.I 11111 1111111 1 I I I N • k 4u.d0'.„,, ,e` a�,dtii p�xrk�r I a� 1 , I ,Ar' E62UIPMEN T C 1, E l.J V L /' • ' i' r) ; /.• v (' !<A P7yy . .a. 0 v lST FLOOR INTERIOR * WEST ZONE +I71 4 TON GAS PACK , �'�ref �is �,,,_,. EXTERIOR NE ZONE J TON GAS PACK I M, 21111 FLOOP Sop 300 !;�oSS •y ,� I •- �� ...?`I 104 �5U EXTERIOR N t W ZONE 3 TON J A .S PACK 7 CURVED NE. EXTERIOR ZONE 4 TON GAS PACK i' p I l N T E R l 0 R ZONE 4 TON GAS PA CK I ,'i ''ul' ��ir' 3 roil -- '.:' w'_.. .. ._ III!G ( oN r',•�x i ;. , ,��,�� :I;�+.:,I;� ,kph, �• j T" r-� ODU I � 'Y� ' WAREHOUs � EA 3 0 0 til B H UNIT ! �' � e �30 I HEA T E R S �►► o U ,2G'c� I ,, 8.�, UP no Q rdrJ � � r,,, - � ► /A y ON R00 F M -----w I/VI X. �• /R•R- -� r• 3;No ! 'letitGN�vsE �1� l;Z 9ao 4Ix"�S -� I ^T WAREHOUs. U ro 5 roN /d I rZ 900 '}' ON ROpF � f• I ��• , � I �� 18X1 � � � I g" • c I � i50 coN�• , moi• i z 1 I � h � 4 TOr.� /00 571 fod xO e I ii �r r 300 C/,ass t 606) - -•� / � �� / � ,� _'"' L ,f�n,rl wry r 4", i �� ..«—• ._ .. ...._-.., �c I Apprr.+vP►d......... .....NY 'IT ... .........................................[� « Con(monaitV Approved ............................•.... .....,..I, For only the wc� k • d�Q� ,,�,l!��in: r PERN41T PILI.re��l.�^�� See limier to:rovow................................................0 J• Attach . ......,...•. ..................•........... .[ 1: ub Address: _ � By: Data: ' tUALATI!N VALLEY FIRE Ks MSHAI OFFICE A1141t.-IVED . . . . . . . . . . . . . . . . . . . C� CONDiPONAi_LY A'�f•�i}t"IED . • • • • ,A APPPOVAI, "" ''LAN`: I4 N01 AN AFPf;:1VA:.O ' UhtSS>s:�a - cTl nvc:RSlc)Hrs. HUNTER-DAVISSON, INC. si : ,i I�€=t�LerT�s�. . . . . ❑ \ ifc;:riPli; • I CV Air Clmd"tiunink • Refrigeration WEE •�`- Cont-,n a Engineers 1410 6,E. Nil,�'rlil i; . POULAND, OREGON 97202 PHO:i (50J)234.0477 ^, PA P D- T . r/ . �� nr�r nvvr a Ar: nATE: ARCTIC SHEET,,' `- - ». 5304 N.ALB'PJl1 POftTLI\N(), (II ^' •� • –�- 4111:10 ON Ntl. 1000"G1IAIIMINT• " SW HUN71KEr� r.l C (503)285-9:'.61 2 OF .,�— – - • Wa r . ': . + •'f � •�"�� ,. ,�t �:. � '"�•r. 1r, '�•9 EaAY;"�1}rl'nl}{Ar R"N ,M ry : , a•.. .'Q,_. 111 : I ,,1 ,.,.:.:.,,.r ":,. ,, e,7Mvu„,;.,�^wnu^m'+Age'oryN�:'M!r .� .: I F' THIS DOCUMENT I� LES>g r I i I I � I - �' < ,: . I I I I � ) I I f I I I I 1 1 ! I I I I I � • 1 I � III � `•f� I{` 71jt •..''.'� rwl�,4, ! I I I I I I I I I I I 1 J k t k 1 I I OCTOB�E '6 � 3 LEGIBLE THAN THIS NOTATION, e - t ,.. i.. • � P r.f1 R.. (�d h,n aY rte-L# 1 'p IT IS DUE TO THEQUALITY ��• d .,-„, ,, . �,�, .�,�, ,.,;. ,.;, H OF r THE ORIGINAL, Mose IG. NAI. DOCUMENT , .,,, k ,;� s- _�• I .xiCp,*l kt !>• 7 ' tt a fl, �tSf it t t t .t t[ t L 9 9f111111 1111 II � eI ff II III Ililllllllll I r eeIIIh l JI IIIIIII I ( IIIIIIIIIIL ILI IIII fir. . � LI .Lrl II�,. 111 llili�ll� e d. : ... l..,:::1- ,.... . .. .'e..:,M1 ,iF-n,� . l,. "MY k ..�t� .., I; , Y m...: •4• .. �. 77 � :"p ., ,. 1 iii ,1- � .: _. ,+•. .� t . a. .. , .,'» "1 d .. .. _...: i -• - ,...i ... x r -a,,; , ::.r:4,d a .., �> ,.' f 9.,..n,.l r. I.Y a , .• i... - i y a "1010w, r .. ., ^' M ' , p�s t :P': 8 tl:::,l '�',a i el, .➢h....1N. ..,;. .,. . _ , �( ,l,n f.,�II' �Mb..'� �' t'7 1 fyy'Y� ,'.µ. 'u�:1 #'S@ a „1'.=, , :::' ,;.,Ai, s ,�d�� .rn:.-6 k er,4 ,„ riN, 'i;'.` ..; �+�' �.. ��+'' •° t � .f} i �yy�r.t� � t� .ri,'„ -, ' ii,., �'� f ,•:' ,°�.. i at, ,,. .M,,,.. N.. I Ir,. ;:.t�V” f?- ,, ��'ti} ,lr$j�4��n$r A��t4�iu�y,,I��,�1,.. �r�.= Y�1 r,,:;:i ��„�t r a � d, 1,, + S, t1>h,i'< .vN ^S1r •,,-0, � ,k��, L300 SW HUhzTEKR STREET I `."..";__.,_.___.,__...,,_...___..�,,......._._.._....,,....;......_ _. WE83STERN PARTITIONS I� l.� N N iJ C 4L C N 8 " INSPECTION NOTICE City of Tigard Building Department r'.O. Box 23397 Tigard. Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested _ �tJ �/�� '� Time_-� �- A.M. _P.M. Address Permit Owner A__ _ Lot Builder hp following Building Code deficiencies are required to be corrected: r Presented to - Approved Inspector - /G r�y - i Disapproved Date - - ----._�- CALL FOR REINSPECTIOA' El YES ❑ NO SIGN PERMIT PERMIT #: SGN91-3073 DATE ISSUED. . . . : 05/10/91 EXPIRATION DATE: 7/j,4yv/ PARCEL. . . . . . . . . : 2S101RC 02201 ZONE. . . . . . . . . . . : ,(�L BUSINESS NAME. . : WESTERN PARTITIONS, INC. SIGN LOCATION. . : 8300 SW :iUNZIKER RD APPLICANT/AGENT: ANKROM MOISAN ARCHITECTS BUSINESS TAX NO: x e e=e e-._v s a:s moaeaa r_s e m=--L=a.aass s se ac a�c a e araa a s saa a m m a a sa=a=ss=a aaaasm a s as SIGN: PERMANENT I;X) FREESTANDING (X) FREEWAY ( ) TEMPORARY f ) WALL ( ) ELECTRONIC ( ) OTHER ) BILLBOARD ( ) BALLOON ( ) SIGN u!.mENSIONS. . . . . . : 3 X 9 X 2 TOTAL STGN AREA. . . . . . . 48 sq.ft. WALLAREA. . . . . . . . . . . . . sq.f.t. ITALL FACE (DIRECTION) : NA SIGNHEIGHT. . . . . . . . . . . 3 ft. PROJECTION FROM WALL. : in. ILLUMINATION. . . . . . . . . : EXT DESCRIPTI`JN OF SIGN: Permanent freestanding monument sign. 3 X 8 X 2 48 square feet. MATERIALS. . . . . . . . . . . . : STUCCO EXISTING SIGNS. . . . . . . : 1 ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 25.00 APPROVED BY: DATE: 05/10/91 ED APR i! 'l 1991 Permit No. N / ?3 !-STEi2N F'ART1TIl1N`� CITY OF TIGARD SIGN PM4n' APPLICATION The applicant hereby applies for a peAmit for the work indicated or as shown in the accompanying plans ami sl,ecifications. SIGN IL-)CATION ADDRFS.S: sem ' GJ-_�{ �-L� C- (� ZONING: l L" NAME OF BUSINESS: W U S 1 L 12- --- wY+ISA� �Ai��111'IL OOMI'ANY: UHONE: APPIIcAMr/AGENT: __ LICL-? — - The City of Tigard :impcb�'- -kep t current on all s an annual Business Tax which must persons doing busin�; in the City. Do you presently have a ctr-rent business tax? YES ( ) NO ( U.L. Label. PROPOSED SIGN: (Check as many as apply) \ FREE`LANDING L J; FRELWAYTEMPO ( ) PEI�I�' � `� ��T*T7 Q,E7CIRONIC ( ) ( ) BALIDON ( ) , M t7I'fiE�2�Y ( ) BII�.'ARD ( ) � SIGN DIMENSIONS: _ f l 4f�t G 'o �cr t�_,.�'-� w iUF , EXPIRATION DATE' • 'ICyI'AL SIGN AREA (Sq. Ft.) : `7JT5 WALL AREA (Sq. Ft.) : W ,L FACE: _.�J�`►_-_ -- HEIG M.' (Ft) PROU7I+rnON FROM WALL: ILupmwIZON: Yh-j C-} NO ( ) TYPE: COPY: N'�� tf• �a r�A{2T1 fl��1J`� !/-1G. _y�3dG MATFRIALS: —)LV- EXISTING D aLEXISiTING SIGNS: t11UMSI'f2ATIVE EXCEIM- ON: N/A (X) APPIMED ( ) HOW MUCfi. $ AREA ( ) HEIG[H ( ) 1 r" L{ 1 L C. CC II`'ERI'S: t�a� ��r � 5 Cf- PLANNING DEPAR`IMWT _ All sign permits must be aecxpanied i-y a scale F'ernut Fee.' drawing and plot plan. If work authorized Guider Receipt 140:__' '—,r ice—- a sign permit has not been c c�pleted within ninety Approve ,. days after the issuance of the permit, the permit Date: shall �uI1 and void. ELEc'TRIcAL PERMIT I CERTIFY THAT I AM 1,HL RECORDED OWNER OF THE RDQUIRED• YES (� NO ( ) PROPERTY OR AN A;En/ AtTtYIWRI,'FD BY THWN E OER. • � _._��_��s'''. �Nl~Y�c+M ►tiictSA_i_�`l�r-NlT2"c-7� BUIIDING Pawr REQUIRED: YES ( ) NO Applicant!s Sigrkature S rx�tff I"e Telepl',one N:\WORD\001MDEV\ GJI'� 1 ._....._.__.__..._-� -- ---•----- -��- 4b - YKSRlill S4 till- -- ---- _RIH p 8300 _ '1'?� t s ca—tl 7 CITY OF TIGARD RECEIPT OF VIAYMENT RECE I PT NO. n 91-21 i- CHECK AMOUNT 00 IRWIN, JAMES CASH n- MOi..INT 0. 00 ODDRESS a 5132 LANAERT LANE SE PAYMENT nA,rr e x041;='9/111 SUBD i v I s I oil SALEM, OR 97301- flif-'OSCE OF' PAYMENT AMOUNT 1'441D VIURPOSE OF VlAYMEN7 AMOUNT PAID ,-�,0(3N PURMIT F P5. 00 t3IGN PFRMfT #91 -73 TU TOL. AMOUNT VIA 117 00 INSPECTION NOTICE City of Tigard Bni:ding Department 13125 BW Ball Blvd. Tigard, Oregon Inspection Line (Rec-O-Phone): 639-4175 eu ■s one 639-4171 Inspections_ Footing Plbg. Underslab Mech. Rough-in Appr/Sdwl.k Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Bower Framing -Bldg. ; Post/Beam Mech. F.ain Drain Insulation �.-Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Meeh. Date RaTuesteds Time: AN PM Address: �f�� — �V _ Permit iy� B..ilder: Z�Z L. .� C� TNS FOLLOWING CORRECTIONS ARE R400"SO: (ALI Z _ Inspoctor:. _ date: �APPRCVED DISAPPROVED APPROVED SURFECf TO ABOVE __--call For Reinsp. CrTYOF TIFARCERTIFICATE. OF' D7cm - 6ND OCCUPANCY COMMUNITY DEVELOPMENT DEPARTMENT amem PERMIT #. . . , . . . a BUPqk) -(A.:.? 13126 SW FWj Blvd. P.O.Ba 2&W,TOM,Oregon gra pan�4175 3300 GW HUNZIKF-R ST AUBSI.V15,10N. . . . : 7 ON ING . . . . . . . . LOT. . . . . . iA.ASF OF WORK. s NEW 1- USE. . . lCOM XC ANCY GRP. aP2 JCC ANCY LOAD86 T NAME. . . :WESTERN PARTITIONS i earner t Construct rlew two--StOrY Of WMt-ehOMSO bUildinp. OtAn e r i WESTERN PARTITIONS 4253 G. E. INTERNATIONAL Mll.WAUKIE OR 97222 Phone #s 659-9999 Cant race orp YORKE & CUPTIS 101v--Z SW BEAVERTON HWY BLAVERTON OR 97005 Phuriv #s 64G---i?1,:,3 RP14 #. . : 55644 OCCUPAI)CY of thv atbove rt- Ferenced building is hereby given, and certifiev the compliamp isith the Sta;* Of Oreqan Specialty Codes for the group, atc-upaticyl 0�cl ,use under which the refei,emced permit tqFRq if- %k.ted. op,00000, '00 DEPARTMENT BUILDING IN7,urDR PnST IN CONSPICUOUS PLACE INSPECTION NOTICE City of Tigard Building Departmmt 13125 8M' Hall Blvd. Tigard_ Oragou 97223 Inspection Line (Rec-O-Phone)s 639-4175 Business Phone: 639•4171 Inspection:__ Footing Plbg. 11nderalab Hoch. Rough-in Appr/Sdwlk / Found. Plbg. Top Out Gas Line /0, FYNAL: Post/Beam Struct. San. Sewer Froming ILdg. ) Past/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Ed. -Mach. Dare Requested:--1 L- Time: AM _ PH Address:._— — ) Permit 4 Builder-- _--- THE FOLLOWING CARRECTIONS ARE REQUIRED: '`rte a - �5E- Q, 11C l Inspector`s. Dat-n:__ y APPROVED DISAPPROVED _ _ APPROVED SUB.TECT TO ABOVE —`Call For Relnnp. Vit '1�9�.��WYN1Ri '" "e� d. 7gn; N�+i;r.wxw.r, �}rt r^ow�aace�±ppn+ww,wrl. w�r pZ�l� vq�PM TUALATIN VALLEY FIRE & RESCUE ~ AND BEAVERTON FIRE DEPARTMENT -> FIRE MARSHALS OFFICE (503) 526-2460 POSTED: OCCUPANT (�1(110' Tx R AJ R]9 7 1 Lo CONTRACTOR _ BLDG. PERMIT 0 PROJECT NAME PLAN REVIEW lk LOCATION JURISDICTION: 1= Be. 2= Du, 3= k.C.(4—= fl) 5= Tu, 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER FINAL SPECIAL FOLLOW-UPIREINSPECTION ATTEMPTED FINAI-TL ❑ Framing ❑ Separation Walls ❑ Sprinkler System ❑ Shaft ❑ Fire Dampers (Overhead/Underground) ❑ Alarm System ❑ Hood' Extng Systems ❑ Conference ❑ Spray Booth ❑n Ceiling Cover ❑ Other TT '^ i Date: _ a _I� Inspector INSPYCTIG.1 NOTICB City of Tigard SaU dLug Departasnt 13125 SK Ball Blvd. .igard, Oregon 97223 Inspection Line (Rec-O-Phone): f39-4175 Business Phone: 639-4171 Inspection: Fcoting Plbg. Underalab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Strur_t.. San. sewer Framing Post/Beam Mach. Rain Drain Insulation -plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Mech. Date Requested: �- Z L Y -----Time: ___AM _—PM Address: 6.30c-j Permit Builder:_ c�'e!�ddOd�^�IL�7/.w`�.✓+� TBR FOILOWIMO OORRECTIONS ARM REQUIRRDt—..._^ F✓�v 'S� L.:.< �' r-.-t CC,J.t '''7 .4.�•I,c� ( / � ��'.-s4cn/tr GO f en x Inspector: �I,LY Date:- -s'._��__!_` �(y.+�DppMOV11D DISAPPROVED APPROVED SURJErT Tr ABOVE ____Call For Relnsp. I�1)pplGTION N4TI� city of TiJgard nv dlrlT Department 13125 BP Wl Blvd. Tigard. Oregon 97223 Inspection Line ;Rer.-O-•Phony.): 639-4175 Business Phonez 639-4171 Inspection:_-- -- ------- — tootlnq Plbq. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line rINALs Bldg. Poet/casm Struct. San. Sewer Framing ..! Post/Neem Innul.ation -P1•..ab.Mech. Rain Drain -iNch. J p1Uq. Underfloor Nater LineGyp. Bd.s � !f. _____T 4,;p J PH Date Requested: Addre e s: But lder: THE FOLLOWING CORRECTIONS ARE RZUUIRED: i r�� U�� r �' t,y Ate• ,� JGe� C .is: A � ltfspacter t_� APPROVED ntSAPPROVED ^_ APPROVED SUBJECT TO ABOVE N Call For Reinep. i iC r�'M1 .�/fsr47,cwy % o/r 9/v PQM To I 2� 1vjj T LNOTICE City of Tigard Building Departtrent 13125 811 Ball Blvd. Tigard. Oregon 97223 inspection Line (Rer,-O-Phons): 639-4175 Business Phone: 6339--41,71 Inopection: i� Vic'✓�� 1 ! t r i�L's. Footing Plbq. Underelab Koch. Rough-in Appr%Sdwl.k Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. ad. -Koch. :. h Date Requested: ��_ �2� IDLY_.____T me, AK PK DUE'j C c, C^ / Address a vim/ -� 4[ Permit Builder: TFIE FOLLOWING CORRECTIONS ARE REQUIRE'1: Inspector: 1y _ _ Date:_ APPROVED DISAPPROVED APPROVED SUBJIlCT TO ABOVE �� tall For Ralnsp. INSPECTION NOTICE qA41�11 City or Tigard snil&Aq Department 13125 SO Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)t 639-4175 Business Phone Inspectiont_ 01 Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk pound. Plbg. Top Out One Line FINALS Pont/Beam Struct. Sen. Sewer Framing -Bldg. Post/Beam NPr_h. Rain Drain Insulation -Plumb. Plbg. Underfloor Nagy Liffe Gyp. Bd. -Mech. Date Requested: ? �� Times /� AN PM Addrese:__ re �u��z t Permit 1s�t- Builder• L THE FOLLOWING CORRECTIONS ARS REQUIRED: Inspectors_ _.. ---- ----�__Date-- "PR Date: {/APPROVED !— DISAPPROVED APPROVED SUBJECT TO ABOVE / Call For Retnep• ` - 7 A `i '�If �e � r 111spac4IOK W0710E •�/✓' City of Tigard neilding Departmont 13125 811 Ball Blvd. s:gard, Oregoo 97223 inspection Line (Rec-O-Phone)s 639-4175 Business Phone: 639-4171 Inspections — -- Footing Plbg. Underslab Mech. Rough-in Appr/50wlk Found. Plbg. Top Out Gas Line FIKALs Poet/Beam struct. San. sewer Framing -Bldg. Poet/Beam mech. Raln Drain InsulationPly• _ -_C , Plbg. Underfloor Water Line Gyp. Bd. -Koch. Data Requested% IIp_�r `�-� Time: AM _PM Address% - /� "�LL t ri", —l�f----- Permit %�_D _ Buildere--�1i,��VL'�I,L�G"l C (ll�✓�'�— -- — THE FOLLOWING CORRRCTIOMB ARE REQUIREDs i Inspector: .APPROVED DISAPPROVRD __ APPROVED SUBJECT TO ABOVE Call For Reinap. jnspjgT.ION NOTICE (• �� City of Tigard Building Department 13125 811 Ball Blvd. Tigard. Oregon 972.,13 Inspection Line (Pec-O-Phone): 639-4175 Busineso Phone: 639-41 11 Footing Plbg. Undtrrelab Mach. Rough-isfv Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor pater Line Gyp. Bd. -Mech. _ a Date Requested:_ — 5 Times j. PK Address: %� � Perrmit��U Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: —— Inspector:- Date- A. PROVED DISAPPPOVXT) APPROVED SURJRCT TO ABOVE Call For Rainep. j]S,BpECrIAN NOTICE City of Tigard Sal Idiag Department 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (RecPhone): 639-4175 Business Phone: 639-4171 Inspection:__ Fo%iting Plbg. Undarala1(1_/ Koch. Rough--in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINALS Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbq. Underfloor. Nater Li.nv Gyp. Bd. /-Mach. Date Requested: '' / 9C�ime: Y _nw _ PM Addrese: S -Z'Tl C.2 YI 1 _i Grit f Builder:��, THE FOLLOWING CORRECTIONS ARE REQUIRED: lnsper_tor:._ � Date: APPROVED _ DISAPPROVED _ APPROVED SUBJECT TO ABOVE �' Call For Rel.nap. IM "F •a Xw .. 1� IsoncTION N)TICE City or Tigard eailding Department 13126 OR Hall Ulvd. Tigard, Ocveyon 97223 Inspect�ioo1/nLT.ine (Rcz-o-Phone): 639-4175 Business Phones �9-4171 Inspect ions Footing Plbg. Underelab Hoch. Rouqh-in Appr/Sdwlk Found. Plbg. Top Out Can Line FINALS Post/Beam Struct. San. Sewer Framing -Bldg. I Post/Beam Hoch. Rain Drain insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Hoch. Datc Requernted:--__ :71 ' —_ Times _ AM. Ph Address:_. �(.�V `' '_ Al-4-11Permit Builder:�� st _— TRE FCLLOWING CORRECTIONS ARE REQUIRED: { 1 Inersector:_�` —_ Date:_ — Y I�( APPROVED DISAPPROVED APPROVED SU&IECT TO ABOVE 7.TT` Call For R9insp. INSPECTION NOTICEir?y,.�' City of Tigard Building Departamt 13125 ON Hail Bled. Tigard, 'dreg m 97223 Inspection Line (Ree-O-Phone): 639-4175 Business Phone: 639-4171 Lupect ion e Fr,oting Plbg. Underelnb Nbch. Rough-in Appr/Sdwlk Found. �lbq Top Ou Gas Line FINAL: Pout/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underf].(x)r Nater Line Gyp. Bd. -Mach. AM — Date tequaeted: Time: PH�� - - A reMs:____j& Builders THE FOLLOWING CORRECTIONS ARE REQUIRED: --ice//• •��x=�-� �� .----t�,��— L Inapecaors. � /r�� _---_-_ --------- Date: APPROVES _ DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinap. TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE A (503) 526-2469 POSTED: 1 OCCUPANT 'eJ P. 5 T-EA rtJ :4 k i- i ri v xu 5 CONTRACTOR _ BLDG, PERMIT 0 PROJECT NAME / PLAN REVIEW 0 LOCATION �'�� 1/C; ry JURISDICTION: 1= Be. 2= Du. 3= K.C. ,.�= Tu. 6= Sh. 7= Wi, 8= CC 9= WC 0= MC COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL Framing El Separation Walls ❑ Sprinkler System Shaft 0 Fire Dampers (Overhead/Underground) El Alarm System El Hood Extng Systems LJ Conference El Spray Booth LJ Ceiling Cover t__1 Other NJ 14. / 1 J ) �� t T. ff ,,,�D I 1(7 Dater U w Inspector: �S ' clty of Tigardan Buildingr Depat Bell Blvd. Ti;Mfich. Inspection Line (Rei aPhona 97223 ): 639Bu nese Phone: 639- IneNection: r _ 4171 FootingPlbg, Underelab Roug,1-.in Found. Appr/Sdwlk Post/Beam Struct, Pl.bq. Top Out Gas Line FINAL: San. Sewer Framing J -Bldg, Post/Beam Mech. Rain Drain Insulation -Plumh, Plbg, Ur..ierfloor Water Line GYP. Bd. -Mach. Data Req-�eetad: chi — AM Addrese: 7� Time: ---- PM Builder:_-- Permit� _ �L ) -. T" FOLLOWING '`aRRECTIONS ARR REQUI D 1 Inspector: .. PROVEO DISAPPRONBD APPRUVgU SUBJECT TO ABOVF. Call For Rainap, /, I �NSpt4'TION NOTICE /!/J��/%' City of Tigard Building Department �J 13125 IM Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rei:-o-Phone)s 639-4175 Business Phone: 639-4171 Inspect ion s_ — �1 J _� Footing Plbg. Und slab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gan Line FINALS Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rcln Drain Insulation Plumb. Plbg. Underfloor Water LLlne Gyp. Bd. -Hoch. Date Requested:�"�7 ` 411911_— AN _---PH Permit01 Builder:__________ THE FOLLOWING CORRECTIONS ARE REQUIRED: _ V InspeCt'Or: _ -C Dates I APPROVED _ DISAPPROVED APPROVED SUBJECT TO ABOVE Call For RaInsp• i TIG.�IRD 7PLUMBING PERM", 0 CIi[YOF ,r7- 10p !"IERMIT #. . . . . . . PLM91— 009 COMMUNITY DEVELOPMENT DEPARTMENT 13 125 SW HWI Bk4d P-0-PAN 23397,TtPM,O"Qon Y f 6394175 1 SGU-ED' 01. 22/91 6W JAJJ., J.KER ZONING: I-P LO"r. . . . . . . . . . . . . P I. OCK. . . . . . . . ----------- tjoBjI.E. HOME f'J.,ASS OF WORK. - NEW GARBAGE DISPOSALS. SACKFLOW PIREVNTRE. - YPE OF USE. . . . :COM WASHING MACH. . . . . . . T R n P 9. . . . . . . . . . . . . . . OCCUPANCY GRP. - :B2 FLOOR DRAINS. . . • . . • CATCH BASINS. . . . . . . . . . . . . . . oATER HEAIERF). . . . . . SF PAIN DRAINS. — LPUNDRY TRAYS. . . . . . .I GREASE TRAPS. . . . . . . .. SINKS. . . . . . . . . . s URINALS. . . . . . . . . . . . LAVATORIES. - - - - 01HCR FIXJURES. . . . . TUB/SHOWEHS. . . . s SEWER LINE (ft ) - - - - '* 1ATER CLOSETS..: WATER LINE (ft ) ' ' ' ' ISHWASHLRS. . . . .. RAIN DRAIN (ft ) . . . . for irrigation system. e marl,(- - Add back .heck FEES i)wne-: type ame ttrit by date )NKRL11Y1 M()IE:")AN PAYM $ 26. 25 JL2/91H 0112 .1720 SW MACADAM #100 PRMT $ 05. 00 013PTLAND OR 97tR17 5r,,CT $ 1 1. 25 "hor e # ! 4---'45-7100 ;;Ft\!lnjSLJLF-1 1,L-L!MBIP!G POO BOX 16307 r,ORTLAND j.)R 972IC-1 26- 273 TOTAL 761--0500 Reg 2244 REOUIRED INSpt-CTIONS This Dersit is issued sub.jeCt to the regulations contained it the Too-ol.tt InsPInspection Mi sc. ,joard Municipal Code. State Of Ole, Specialty Codes and all other with F inal 1TISPeCt i on applicable laws. All work will be lone in accordancenat started Final Inspec'* Ion ap.proved plans, This aersiwill exD:re if we0 is wn 180 dw of i�50ncet- or if worb is suspended ter fore than Is? days. Flerm tep 5jt3nattAt le'si.tPci By . Call fot., jnsrectjon F,39-.4175 . ,rY --fit;, d '� r4 C 1. TY 01- 1 r[;(a(�U RE"C`.EIPT OF f;AYMF�.NIIF'I' NO. shl,_:kZf�(34E� CI EC Ns AMOUNT 26• 50 IN(ah a WILL I..W.NrJ::iC;G�f-�E CASH AMOUNT a IZ�. Q161� (:�IUT)PF�:ir F'GIYMFN'1' DATE' I.1EjD f v I tON a pt..lI?V,0�rC CSE PAYM�'NT nM0i JNT' PAID PURPOSE (IF PAYMENT MOUNT PAID t P1 IMNING PV,RM PL_I+1`)1 000114 5.Oki t;l". EXt.)ll_D PER 1, 25 JI I I c WE:.SIT"RN F APA l T 10N i V'R l I) — - — ....'t ;"' . c'5 7N6PECTIO[1 NOTI(.B Citr Of Tigard eni141n9 Dopartnont 13125 80 gall Blvd. Tlgard, 01191M 97223 i _. Inspection Line (Rec-O-.phone): 639-4175 Business Phone: 639 171 Inspection, Footing Plbg. Underslab t Hoch. Rough-in Appr/Sdwik —� Found. Plbq. Top Out. Gas Line r FINAL, Post/Ream Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Ineulatlon _ply Plbq. Underfloor Water Line Gyp. Bd. -Mea:h. Date Requesteds_ � Time _ PM Address: Permit Builders -- THE FOLLOWING O0RRRCPI7NS ARE REQUIRED: nates G -APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call Rnr Reinsp. NO 2 ©OI.IENOA VAN DC'1MELEN/L -z moo AR AIaLE/KNAUF ppa CT — Consultil Tg Engineers 22 '53 FAX(5031248 9263 LD ATK3N , 39'13 5W KELLY 0I I PORTLAND. fiFEf.UY 9720143931('50312 CPNI _ C - To _ TENW a at AM vvI a at PM F*IEgENT AT WE THF FOLLOWING WAS NOTEO: _r r� � ` —_--- ------ �� -�-- Q, L - - ------------- r - I 1 1 TE� � ( o �JPOP COPIES TO !LL!!! 11SS ��-1 � 7 VAN COMELEN/LOOIJENOA/ MQOAAAIOLE/KNAUF cu,TF Consulting Engineers 1 00cl"" 3933 BW KELLY AVE/p0 �rl� . NANO.OfWZON 972014393/(303)2224453 F4,11(503)248-9263 W -'--'- TO �ncAT , ry aNNEq �NEATI IF q TEMP a at AM F'gE.9ENT AT 6u 'at PM RECEIVED JAN' I HE FOLLOWING WAS NOTED: ------------ Ad— " w �, If e, r K L `,.---------._ COPIE�O (qLgM 177 c r 0 ..-:•:::. ._..yw.....0 w,.,.:ruseu.mw.. a...:..:W.m.�N,e::�snn..ecowwra:., sIti�UM�BwsaMi :� ,,;,,�y,.w:.w.remo.w.�vu. . ,,.... -.....»,.,., ,.,,...., VAIVI D011AELEN I LOOIJ I Tf- lvEMV4XRRIfOLE /991 KNAUF _ = Consulting Engineers ��F+ 3933,W KELLY AVE. /POF=TLANO.OREGON 97201-4393/(503102 -445i/FAX 249-e263 JobP—X9-MafzRJob No. 0ete %� 1� Phone ❑ with Conference ❑ with Field C1 with Memo -gyp r� Subject: l - u Distribution: VAN OOMELEN / LOGIJENOA / MOGARRIOLE / KNAUF Consulting Engineers _-----_ 3833 BW KELLY AVE. /PORTLAND,OREGON 87201-4363/PM)229?-"53/FAX 248-9293 Job Job No. Date /jr Al Phone with Conference ❑ with _ Field . El with -- Memo ❑ to Subject- REGEIVED� — �� , .ov`cam N - - _ ---------- Novi- l ,fir w. �! Cu - EA • p eN Pet.,, Distribution: --__-_-- i, �I II rraPtrSION NOTICE 1 Anilding Departa� Cit] or Tigard 97223 W- 13125 811 Ball Blvd. Tigard. �n Inspection Lie (Rec-O-Phone)' 63f-4175 Business Phones 639-4171 Inspection: u Footing Plbg' Underslab Mech. Rough-1.1 Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL= Post/Beam Struct. San. Sewer Framing -Bldg. Insulation -Plumb. Post/Beam Mach. Rain Drain , Bd. .-Mech. LATCH Plbg. Underfloor water L!ne GYP• \ 3 (� Time: _�—PM Date Requested•-./�`- - ✓ / permit Address: Builder: TME E•OLLOWINO CORREC_10NS ARE REQUIRED: �- I -_ Date J --- : in . spector: - ---—- �� DISAPPROVED APPROVED SUBJECT 110 AMOVE � _ --- "�!►PPPOVED Call "nr Reinsp. i ,k NBPECPION NOTICE ii'�� S City or Tigard Bailedag Departsomt 13125 811 Ba].1 Blvd. Tigard, Oregon 97223 Inspection Line (R—..—tiPhone): 629-4175 Business Phone: 639-4171 Inspection: Footing Plbg. Underelab Hach. Rough-in A FPr/Sdwlk Found. Plbg. Top out Gas Line FINaL: Post/Beam struct. San. Sewer Framing --Bldg. Poet/Beam Hoch. ga—in Drain'. Insulation -Plumb Plbg. Underfloor Nater Line Gyp. ed. -Hach. Data RequesteA t /�i/' 4111�i -- _Times - AH _� Addrsu Q�) — ?emit /: � KV Builder:_— �� TRE FOLLt)"10 OORRECT,ONS ARE REQUIRED: 7 i. r �i Inspector,:— Date!_ - APPRrVED DISAPPROVRU - APPROVE?) SURJECT To t.BOVE ___Call For Reinup. esu IF 0T1VAFO CIO COMMUNITYOF—VELOPME1150316WAA75 9=3 2SJ01 �,V97,r195M- I--p 13125 SW"41 Blvd.P.0 Sw ............ IT ,u JLF RS" S L OT- 3 v ENT FANS, .. T..tj FL URN �N T rys-l-F _OOR VENT MS-. ........... NEW A T E.R S c WORK. 1/0 AppIL" V400DS- - (If CL t I Om VEN-TS R 0 R ljs� DOMES- 'N 0 F. 'y :Be INC 4 COMITIL_ OCULIPANC UNITSU I REPAIR S, Y V.F S.- 3 -OVIF Hp. WOOD CLO DRYERS' BTU IN-, LI-I- f'r"' L - M f.,� U-Tt ? Hp. . ..N fjo-�r GOV N11 f In 1.0000 c 11.11%11, T(Z3, ctin! J. V,4'T U e t),_t d i P 0 V)V, W, t1c.)US 4, BT L1 001 V.-uRN to,ry (31 f ice/ane....5tury r I C.'L.)t ruct Ilew .............. datE? S t b y amott'nt 7 pRMT 15 0 11 e, mu,.frip,N r),@Suc- Aw-". PLCK 1.70 /04/90 ()NKRUM DAM oIL40 c.;V,C'J' 2 0 SW moco jjj V-AYM 72 19 OND 0 R 13 7100 4 5 a c It 0 0) ON : ........... 0 N x00 Drb I-OTAL contained it the ivisp the TeqU!&t'onS other tij-1t; 111SP sub)ect to 'Odes and all T)r, i,is geT§it is 's of 0-re. specialty h i.119 0,0 t T. larddude, be done in acCoTdaywce Olt t 1L 0 T) started re if VOTI, is not D t-t C)V) applicable laws. Tms otTlit will e, d for NOTI! ar5,roved Plans. Of jssu�')ce- or if 140* is S1115penae ......... within 188 uay4 than 180 days. .............................. ............. ...................... .......... ------------- ............. ...... G 39 4 J 75 nr . ...... .... 'c"OTI PC! .......... ............. ::ITYOF JIGARD J71pl' OF" PAYMENT RECE'r-l' N(,.). :9t),. 2071-77 CHEEK AMOUNT : 96. 2('-) HUNTEf-k .DAV ISSON. ING. CASH AM(.')UNT r Qo '',I)RE' 3410 SE ""CITH PAYMENT DATE t 12/04,,'9t:) SUDDIVI13TON i POkTl,..AtID. OR 8300 SW HUNZIKER URPOOE OF PAYMENT AMOUNT PAID rUPPOSE." OF i*-'A'v'M['--'NT AMOUNT F'All) IE ANIGAL PE MEC?0-0224 "74. r3l . DIJILD PER PLAN (:I-IECP,: VT i B.50 PAF'Trrl(.iNS" !'PTAL AMOUNT PAID D � / INBPECl'Idl NOTlC& 7 city of Tigard MlLLdlsq D rt�t 13125 sw ea11 Blvd. Tigard. oregon 97223 Inspection line (Rec-O-Phone)s 639-4175 Business Phono: 639-4171 Inspection: — -' Footing Plbg. Underslab Meeh. Rough-in Appy/3dwlls Found. PU.i, Top Out Das Line FINAL: Post/Been Btruct. 9r.,,. sewer Framing -Bldg. Post/Seem Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. Mach. Date Requested: _TiMNO Address: C - - �(4A2 Builder:_� TRE FOLLOM WO cORM1=10PS -VUI RRQUIR=D: : Inapector:� Data: i /x_ PPROVED DISAPPAO D _ APPROVED SUBJECT TO ABOVF call Fo:• Reinep. of TUA LATIN VALLEY FIRE & RESCUE AND B' VER'I'ON FIRE DEPARTMENT • 4755 S.W. Griffith Drive• P.G Bo,4755 • Beaverton, OR 97076• (503) 526-1469• FAX 526.2538 November 29, 1990 Hunter-Aavisson, Inc. ;410 S.E. 20th Avenue Portland, Oregon 97202 Re: Western Partitions 8300 S.W. Hunziker Tigard, Oregon 6090A-143-000 Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1988 editionb of the Fire and Life Safety Code (UAC) , Mechanical File and Life Safety Code (UMC) , Uniform Fire Code (ur ) , and other local ordinances and regulations. Plans ars conditionally approved subject to the following items: 1 . Approved Plans on Job Site: One set of approved plans bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. ,►Ar Sec. 303 2 . Required jjj ani Certificate: Pri(;r to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument --,f approval must be obtained from the building department issuinq the construction permit . ):IBC Sec. 307 -Working"Smoke Detectors Save Lives i r Hunter-Davisson, Inc. November 29, 1990 Page 2 of further assistance to you, please feel IfIcan beo Y free to contact me at 526-2502. Sincerely, Gene Bil giremarshal Deputy GB:kv cc: Tigard Building Department 1990RECEIVED 1,0V 2 8 VAN • •MELEN/11.0011JENGA r. r= NO Consulting Engineers I i LOCATUN /.-W WEAT�-WR TEMP 0 at AM 0 at - TF,'E FOLLOWING WAS • ■ ■ � • 1 i n COPIES d ' • • C)ATEm _ _ ME j DOMELEN M,GA Engineers ..� _ To ►. erm TEMP at at p ■ ■ ■ S �- .dirt• r iii ,ii� _1.t1 � . . ,� • F JU P v _ ._._ . . iii. v, Ccrisulting EngirwBerm If � r� ► TIENIP AM w � • • jRMSENT AT SM r� I Ste/ -tyb4ptow THE FOLLOW NG WAS ■ • M�0 .mil' �� / I� �� ♦ 17 A i TLY lip" COPIES T`O-�� IF fl IE FA)�- �1-5 7 r i11 � `•� �:cam' •, ,, �� tom• `� .�.�.' %., ..tea: ✓: - iI� 0 "-,� VAN DOMELEN/LOOIJENGA/ DATE � -- McGAAAIGLE/KNAUF - — Consulting ErC'r-,c:are PFK xWerr 3933 SW KMY AME/PJFTLANR DAMON 972r 143931(503)2224453 FAX C5M)24&9283 ijegl��Eo _ ►hr-�ar rho -- gW.FAT.F4mR .,jTl rte,. TEND "at AM °at PM --- PREBCW AT BETE THE FOLLOWING WAS NQTEO: TP VA COPIES TO i .... .. .... . cityt rtoamt = a=ds nregon 97223 L7 ►'j4 . 171 of n il�popa125 M11 pall Blvd, i9 Inspection Line (Ruc-O-Phone)s 639-4175 Buainea• Fhones 639-4 Inspection:_�_`- Appr/Sdwlk Plbq. Underelab Much. Rough-in Footing FiNALs pound. Plbg. Top Out Gas Lina !taming -Bldg. Sen. Sewer Post/Beam Struct. -Plumb. Punt/Beam Mech. Rein Drain insulation Water. Line Gyp. Bd. -Mach. Plt.,. Underfloor _—PA �el-` PM TimW Date Ro:veeted+_ -�"�� it #t Addraess Builder: TKZ FOLLOWING CORRECTIONS ARE REQUIRED: _ looe 7— _ Dates inspectors ---- — ,APPROVED _ DISAPPROVED RPF Wr'D SUBJECT TO RROVE Call For Reinap- a - --- = VAIN OOMELEN / LOOIJENGA / MCGARRIOLE / KNAUF Cor suiting Engineers 3e33 fiN KELLY AVE,/PCWrn AND,OREGON 87201-4393! M031 MI_44Q3 FAX 24g-8263 Job Job No. C2;,te Phone `4w�j-1 Conference `❑ with _ Field . ❑ with Merno ❑ to r--r rILD W— -INr Subject.. - - ---=---- - _ _ _ ,_ - -- f VLL _AfALL � F m - - -: f� Dietribut,ion: A., VAN DOMELEN / LrOOIJENOA / MoGARRIGLE / KNA` F Consulting Engineers 3933 9W KELLY AVE./PoRTL4No.OREGON e7201-4393 '(CSS 22f2-.4483/FAX 24R-6233 .Job F77 O Jo No. Dete Phone 4A 1 _ Conference ❑ with Field . ❑ with Memo ❑ to _ f..LL -V �' R,nV L � Subject: r DleGrroution. �� _ MR MIN ME w Awx REA WA IN•s9PECTFs{i�IOTTCE /,.yj City of Tigard Building G.apartment L 13125 SN Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Bu•+inedo Phcnn: 639-4171, Inspect ion: __ —�- —_—�-�— ------_»— ►.noting Plbg. Underelab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL:� Poet/Beam Struct. C San. 84 Framing -Bldg. Poet/Ream Mach. Rain Drain Insulation -Plumb. Plbg. underfloor Nater Line Gyp. Bd. -Hoch. Date Requesteds — ��- _ _Tilaef _AN PH ncid:•esr ~' Permit #s B,t Mer 2 L& LG TBE FOLLowINa coRRECT1oNs ARE REQUIRED: Dare: AAPPROVZD DISAPPROVED APPROVED SDBJa T Tr1 ABOVE Call For Reinsp. VAN OQMELEN / LOOWENOA / MoOARRIGLE ! KNAUP Consulting Engineers 30-3313W KE{..L.Y AVE./PORTLAND C*--WGDr; 97201-4393!CW)M 2M-4453/FAX Q4&-UWW //lt61410 Jobe . Job No. G'ete Phone ❑ with COMterenae ❑ with _ LU- Field . Q with T m1pn-C to Subject; _ . --- ��✓ Nom.- - ---v2- __�' _. � _'�' - 1�� _ -- 461 41 er f7 el A2 �,�.,��',�'"�ar•.� •-%rte. t`;?-L---L.�r-�� - - -- _ _ -- _ D!vtrlbutlon: _-- ---- VAN 17iDMMLEN / LCOIJENGA / mcGAmr4lGLIE / K NA F aoneulting Engineers 303.9 ew M4-Y AVE/PORTLAND.OF PORTLAND, B7QlCM-• 3GQ/foC 3J 022-44 @l/RAX g� i Job ( J Joky No. Date Phorm G : G:nferer-P.,:e C] with F►�eld © k-h — Memo to Sublaot: .__ ✓ice�_._ - Agv�. r� ' ...+ '-- ,e7o w_.��u__ �/1�'_��-_lam __,iti►,1�' �--- --.--�,�-- .. _�_ ._......... __._�___�. DWtr4buWon., 4-441!� w a qw-JLger W"m , w w VAN MOMELEN 1 L®QIJENGA 1 Ma0ARRIGLE I KNAUJF Consulting Engineers dw KEI.O AVE./WOPMANO,CRA--c3oN 67201-43=/(EKX-!q 29M"•4453/FAX 240,@B3 Jab +rKel`' .Jab No. Qet. � �A5 kep '*with Phorw Conferonce ❑ with Rielti . 173 with � - Mipr-w 0 by - -- --- Gv'.aJeat; ' -10OP -� - ' _......�. DWW4buticin: 0-7 r-> -- �tii$c1T1uN�t0'1'ICE /� City of Tigard Building nepart:aent l "/ 33125 SA FRnll Blvd. Tigard. Oregon 97223 Inspection Line (Rec-O-Phone): 619-4175 Business Phone. 639-4171 Inspect icn:__ _�— -------------..-_ �_ Footing Plbg. Underelab Mach. Rough-in Appr/Sawlk Found. Plbg. Top Out Gas Line FINAL: Poet/Beam Struct. �'` 94: 'JNMSr Framing -Bldg. Poet/Beam Mech Rain Drain Insulatior -Plumb. Plbg. Underticxjr Water Line Gyp. Bd. -Mach. Date Requost:ed: Time: AM PM Adares e:_— [i - Permit #1 Builder: THE FOLL43WING CORRECTIONS ARE REQUI'(ED: Inepect.or: ----------- �—._ .— pate: ___APPROVED —_ DISAPPROVED APPROVFD SUR.7trrT TO ARovr. __Call For Reinsp. E IN;i'ps:""ION NOTICE City of Tigard Building Department 13125 SR Ball 91vd. Tigard, Oregon 97223 Inapectio1line ;R -Phone): 639-4175 Businean Phone: 639-4171 ' Inspections_ Footing P1.bg. Underelab Mech. Rough-in Appr/Sdwlk Found. Plbq. Top Out Gas Lincs FINAL/ Poet/Beam Struct. San. Seeer Framing -Pldy. Punt/Beam Mech. Rein Drain Insulation -Plumb. Plbg. Underfloor Netc,r Line/, �) Gyp. Bd. -Koch. Date Roquested: �!f ! (/ Ti.mei `i PM L*�.c Permit ts��/I- �] Builder: THE FOLLOWING CCkRECI'.ONS ARE REQUIRED: Y t Inspector:.�j/� - — Date:1 7 r� APPROVED DISAPPROVED APPROM SUBJECT TO ABOVE Call For Reinsp. SPSCPION NOTICE City of Tigard Building Departaeet 13125 WHall Bled. Tigard. Oregon 97223 Inepactf_on Line (Rec-O-Phone: 639-4175 Bunineae Phone: 639-4171 Inspect Plbq. "nderalub Meth. Rough-in�_-Appr/Sdwlk — Pound. PlbG. Toy out Can Line FINALS Poet/Beam Struct. San. Sewer Framing -Rld g• Poet/Beam Mech. Rain Drain Insulation --Plumb, Plbg. Underfloor Nater Line Gyp. 3d. -Meeh. Date Requested:_16L ` ' `� ,s ,T ime s AM Addreea: I•-9._ -7 �2d - /r --�•+ Permit #1 Builder: ME FOLLOWING CORRECTIONS ARE REQUIRED: lnepector: i ------ Dates -- -'_�APPROVtb DISAPPROVED APPRCYVEn SUBJECT To ABOVE --Call For Reinep. # # at # WASHINGTON COUNTY INSPECTION CARD PROJFCI NO. , DEPARTMENT OF LAND USE AND TRANSPORTATION PERMIT NO. EOR INSPECTIONS CALL: 640-3561, 24 HOURS FOR INFORMATION LL: 640-3470 DATE ADDRESS (/ �' ` G PERMITEE DIRECTIONS �--�yU V PHONE NO. _ BUILDING irm,SCELLANEOUS PLUMBING ELECTRICAL ftg post!beam nail mobile home s around rain drain temp service fdn frame apron/ wood stove post/beam storm sewer cover 6 service sidewalk slab in<ul FINAL HVAC top-out FINAL FINAL gas test sewer USA No. OTHERV�406"OVED Ej NOT APPROVED WOUESTED INSPECTION STOP WORK Writ AND RE-INSPECT APPROVED HOWEVER NOT .� INSPECTED BY � __ DATE —rc.4 CIWOFT117ARD CuMMUNrrY DEVELOPMENT DEPARTMENT PLUMBING PERMIT V 126 SW Hal;Blvd. P.O.Box 23397,Tigard,Oregon 972.23 (503)6N-4175 G:3':)•-417 1 WIF. ISSUED: 11/01/90 '!SITE: ADDRESS- 8,300 SW HUNZTKER ST rf)RCEL'. ZONING: I-F' SUBD I V I S I ON. . . . 2 BLOCK. . . . . . . . . . .. LOT.. . . . . . . . . . . . . . MOBILE HOME SPACE'S- CA-ASS OF WORK. . :NEW EIACKFLOW PREVN'TRG. - TYPE OF USE. . . . :COM WAF)HING MACH- - - R f.)F'S FI C)OR DRAINS. . OCCUPANCY *-E2 WATER HEW ERS. - - CA1"CH EIASIN(:). . .. . . . . ." S'TORIES. . . . . . . . :2 1 AUNDP)' '[*R(-)YS)- - - SF RAIN DRAINS-- — FIXI*URES.................. UR1NAL.S. . . . . . . . . . . . URF.::ASE 'I RAPS. . . V;:[NK!:). .1 . . .. . . . . . .. LAVA TUIRIEb. . . . . 0 11A 1:7 R F'I X VU R ES. TUU/SHOWERS.. SEWER LINE (ft) . . . . . WATER LINE: WATER CLC)�-)E'T D1931AWASHERE3. - RAI KI DRAX N (ft) i-�:c?M'o.-r k.S C)v)1:1 I-.-r 1.k t )-I e W t W 0 5..)t y t f j,c o vi e-s;t;o'rY W ck T'E�t'C)k e 1:)Lt i I-d i 0wrie-I': FEES (INKROM MOTSAIA ( RCA' tyre AMOM)t 1)Y (.1 e P R MI $ 90. 00 6?20 SW MACADAM 141.00 P I CK $ 02. 50 1':'OR,TLAND OR 97219 5PCI' $ CSO r:,hc.rie #- 24rj.--'/100 PAYM $ 00 JI-H It/Oi/90 PENINSULA PLUMPINU L:,o DOX 1630*7 PORTLAND OR 97216 t. 11. 7. 00 TOTAL !`'hone #: 761--0500 Reg #- - : 2244RELIUIRED IMSPEC"TIONS This permit is issued subject to the regulations Contained i- the IC)P--DLkt 11-isip Tigard Municioal Code. state of Ore. Specialty Codes and all other avolicable laws- All work will bi done in accordance with ---••---- approved plans. This permit will expire if work is not started wi.Wn 186 days of issuance, or if worP ir S-_--.per.U-'euj for ICTe thar. 186 days. V.,ey,nii,ttee Sig)'1AtLVre.- --------- Issl.te(i Elyt ------- C fa-r illpec,tioll 639-4175 IMA'WAIWJLlw-�IWULWA E)E.'W E-'R CD N N E C I 10 N YT, CITYOFT167AIM LEA r SWR1.-)O WYOFTWARD COMMUNITY DEVELOPMENT DEPARTMENT rw� 13125 SW Hall Blvd. P.O.BOX 23397,Tigard,Oregon 97"-3(503)839-4175 j.I KT77)T L07.. . . . . . . . . . . . . ZONING! J-171 T'E'NANT NAME.. . . . . :W E S T E R,N 1*-"A 0 N S USA NO. . . .. . -, �-43111. FT X'T t.)r�L-' Ll N I Fi 3 2 Ct-()SS OF: WORK. , - :NEW C,E - NG UNUS. . :2 01- U DWE'LL.1 0 * . . . .. . "COM BUTI DINGS.- I T'N L.L I'Y F-'E. . . . :BUSWR SURFACE— :34009 -sf Co"q- t'('uct 111,?w two-- story office/ol-le...-stor y w a r e h c)i.t i.--) b I d i Owiier: F E'E E.', ANKNO11 MOISON ASSoc�'. ARCH. type t date e L 6720 SW MACADAM 0100 F.,R M1' $ 3000. 0o ["OR'I'LAND OR ?7219 r.N S P, q, 4 5,. 0 ri F'1101)e U.- f245 7:L00 3045. On .';LH 1.1/01/90 calit"'ac,tor.. ...... COHrROCTOR NO'T' ON F'TLE V-111,11-le #: Req t 3045. 00 1*07AL REOUIRED 1NSV,LC,TjOj%jS This Applicant agrees to comply with all the rules and regulations Beoier 1rispec,t:i(:)jj Of the, Unified Sewage Agency. The permit expires 128 days from the date issued. The total amount paid will be forfeited if the oerpit expires. The Agenr'Y does not guarantee the accuracy of the .......... Side Bower laterals. if the sever is not located at the measurement given, the installer shall prospect .4 feet in all directions from the distance given. If not SO Located, the installer shall purchase i "Tap and Side Sever" Permit and the Agency will still *,Ia al. (-.-rnlittee ............... .......... Call for ioispectiorj 639-4175 BUI.L.D.INC-) PERM11, L:.R 11117' 0 B U P9(a 03 1.'# ' �� '�A� OF RD COMMUNITY DEVELOPMENT DEPARTMENT ORIGON DATE ISSUED: 13120 SW 14WI BNd. P.O.Box 23397 Tigard,Orp�pn 97223(503)839-4175 EL 1.101,177i'��1� ZONING: I—P FiLOCK. . . . . . . . . .. . _........... ........... R E I S 3)U E F'LOOR AREAS---- - -- '- EX7ER1OR WAI L CONSTRUC:1 I(A" CLASS OF' WORK. 7hIEW F*IRST. . . . ". 17080 f N. S: EC )_ W: I HR 0 PE:N 111 G S T Y'PE 0 F' USE --(,'ON f P,R 0 F E I'Y P 1-' OF' CONST. :5N THIRD. . . . . Sf W y TO'TAI-—----.: 01.268 sf O�XUI'ANCY GRP. 'D2 ROOF UONGI'','D F'IRE. 8111" "Y CK"CUPANC.'Y LOAD'-86 BOSEMLN T. f AREA SEP. RATED: I 'E. . . Sf O(',C',U SEP. RA11:1)"- ,;*TOR. -.2 H 1'.. .2A ft G A R n 1.3 B S IyI T .1:N VIEZZ':)-Iq RLCM R E 0 U I R E 1) F-I OOR LOPD. . - - » J-25 Psf I E F,I ft RGHT", ft, F,I R S F,1/1 L I y SMOK DE 1'. Y DWELLING UNITS*. F'R 14 T ft RE=AR: Ft VIR ALRI"I.-Y HNDICP ACCCY DEDRPIS,.- BATHS 1111, f')URF70CL"...34000 PRO COF�R:Y F-4)R K I N 0 z R 1. VAI UE. $.- 550000 rc ry 0 f f:i. -Aja .-!�i OU e bt-i:[I d i 1-14 Rema-otc;: Cc)rist-rLWt 1101W tWO—StO. C)W I-)e-r F'El:-*.S WE9*T[:RN PARTIT (ONS type 'A M(3 u)-I t by date -recpt 4253 S. E: . INI'LM4AIJONAL. 1'.:,()Y M $ 1.0',.3'5. 9 0 JI-1-1 09107190. 205238 PRMT $ 155P.00 111I.-WOUKIE OR 9*7222 r-,I-(.,V, s 1012. 70 Pflarle #-. 659-9999 FIRE $ 11,23. 20 5 P ET 4 '77. 90 STDC '1, 1.6,80. 90 YORKE tv, CURT IS 'T I F' 0. 00 1,0 1.25 1�;W F.iEOVERI'ON HWY rl(.)YM 3.31.5.90 P L.L I 1 0" C I.IF*AVERION OR 97005 0- (`,462123 $ 4951.. 8(-;) TOTAL Reg 55f,`,44 REQUIRED INSPECIJM3 This oervit is issued sutject to the regulations coir' 0r.,d in the F'O o t/F 0 U 11 C1 .111 Sp Tigard Municipal Code, State of 9Te. Specialty Codes - � all other R e.-i vi f S t e 01 1"Is P applicable laws. All work will be done in accordance with 51.a la 111s fa approved plans. This permit will elDire if work is not started 1-i I t—t.1 P P 111 1 1-1!r,P within 180 days of issuance, or 0 work is suspended for more F`r-.x ni i ii q I vi s p than 181 days. kc)o f ri-.i I n q T ri s p SO"a t I ------ Gy p Boa-rd Iyisp S t.t P C e i.1.1-)q I rI S P A 1.1 P r 9 d W 1.P. I s,P F7 111:k I I I-is Pee t i jr) dt.'l ................................ .......... ............ C,al.I. fo-r jjjvI:)ec:t:iai1 — C,39-4175 F. PLUMPTM6 PERMIT CrFYOFTWARD PERMUt COMMUNITY DEVELOPMENT DEPARTMENT ortaoaN 13126SWHidift-a P-0.Bac 2"07,T0W,Gegrv.97223 (603)839-4175 D(',TF. ISSUEDr 11/0!/90 SITE ADDRESS. . . t 8300 SW HUNZIKER ST PARCELo 2SI0IBC--02204. SUBDIVISION. . . . q ZONINGe I-F, BLOCK. . . . . . . . . . s LOT. . . . . . . . . . . . . ................ ........... CLASS or WORK. . vNEW GARBAGE DISPOSALS. . e MOBILE HOME SPAUES. j TYPE OF' USE. . . . 1COM WASHING MACH. . . . . . . ., BACKFLOW PREVN rRS. . c I OCCUPANCY ORP. . :B2 FLOOR DRAINS. . . . . . . : TRAPS. . . . . . . . . . . . . c STORIES. . . . . . . . c2 WATER HEATERS. . . . . . : 1 CATCH PASINS. . . ., — i FIXTURES....... LAUNDRY TRAYS. . . .. . . SF RAIN DROINS. . . . . SINKS. . . . . . . . a URINALS. . . . . . . . . . . . . .t GREASE TROPS. . . . . . . c LAVATORIES. . . . . v2 OTHER uixruREs . . . . : 1 TUB/SHOWERS. . . . :1 SEWER LINE (ft) . . . . WATER CLOSETS. . i3 WATER LINE (ft) . . . . i):r SHWASHERS - . . . i RAIN DRAIN (ft) . . . . Rema'Vks: C0,19truct new two-story off ice/one-story warehouse bull.ding. OWNERa 'ES F E ANKROM MOISAN ASSOC. ARCH. 90. 00 6720 SW MACADAM 0100 PLCK $ 22. 50 5FIC T $ 4. 50 PORTLAND OR 97219 PAYM $ 1.1'7.0 TLN 1.1/01/90 Phon- #: 245--7100 Plumbing Cityt zip REDUIRED INSPECTIONS This permit is isisued subject 'to the -req ii1ations contained irl the Tigard Municipal Wat'eLf, Line Insp Code, State of Ore. Specialty Codes and all Top--Lout 11-ISP other applicable laws. All wa-(+ will be done Final Inspertion ivi accordance with approved planf,-,. T'his permit will. expire if work is not started within J.80 days of JSSLkallVe, o : 4 Worj-r, is suspended for more than 180 days. X. ------- Authorized Plumbing Contrartor Signature Call for inspection 639--4175 dMWJL��M�� 7,ITY OF TIOARD RECEIPT OF* PAYME"IT RECEIP'T NO. :90-2(.t6480 CHECk: OMOUNT s 64.7 7.9() I NAME e 14�ESTERN FART'ITIONS INC CAal AMOUNT s ().()0 4243 SE INTERNATIONAL WAY PAYMENT DATE s I 1/01 90 SUITE '3 SUBDIVISION MILWAIJKlE. OR 9722.21. sw HUN 71KER. PURPOSE OF PAYMENT AMOUNT FAIT) F-`URF'Of-'.-sL OF PAYMENT AMOUNT PA I V Fl L I)I N G PE R B I iF-9 0--t.,I I "T. PUILD PER 82. 40 FILAN CHEci,* rE 2,2. 50 SEWER USA SWR90-0331 3000 00 INSPECT 45,00 STREET r-,Df. 1690. 0t) I r(ITAL AMOUNT PAID 6477.90 r INSPEcslae lm-0 City of Tigard Building Departumty 13125 an Ball elv.l. Tigard, Oregon 97223 Inspection Line (Rec-o-Phone): 639-4175 businose Phone: '639-4171 Inspection: -- -- Footing Plbg. Underelab Hoch. Rough-in Appr/Sdwlk Plbg. Top Out Gas Lina FINALS Ted. Poet/Beam Struct. San. Sewer Framing -Bldg. Past/Beam Mech. Rain nrain .neulation -Plumb. Plbg. Underfloor Water Line ryp. Bd. -Meeh. /�w Date Requested: / l5 —_Time: _q Addreae: � 1 Permit is Bu 11c1ar. -- THE FOLLOWINQ "' Cf IONS ARE REQUIPMD. � t Inspector:_ _ _�_ Date: lZ^.lZ— XAPPROVED DISAPPROVED APPROVE.[) SUBJECT TO ABOVE Call For Relnnp. ,APPILICATION - STREET IMPROVEMENT/EXCAVATION �``` COFY TO: -FILE ORDINANCE NO. 74-14 (' F• (YELL W) -IN (YELLOW) -INSP. 1 t1 1 (INSTRUCTIONS ON SEPARATE SHEET) ` (MINK)-OTHEP AGENCY r 4(BLUE)-APPLICANT J APPROVED l APPLICATION NO.: � � v NOT APPROVED CI Il OF IIGARU, OREGON FEE AMT.: S 197.24 PENDING FEE. PMT, LJ CITY HALL RECEIPT NOr:� PENDING SECURITY PURL IC WORKS DEPA R TMEN T BY 2 --•• DATE. � FENDING AGENCY "OK" �] %pplic,ILon and Progress Record MAINTEN NCE BONCV PENDING INFORMATION Ll FOR STREET IMPROVEMENT/EXCAVATION ASR UIRro ANNUAL (jlliJ Year PENDING VARIANCE ] EXPIRATION DATE: PERMIT NO � _Ip DATE ISSUED: BY:cr: INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Cigard, Oregon 97223 Phone: 639.4175 Type of Inspection Date Requested Time A.M. M. Address Permit - �- 5— Owner _- Lot #_ Builder The following Building Code deficiencies are required to be corrected: --y�� P,esented to _ _ pnroved Inspector _a Di roved Date ..42 _--�—Y-- _ --- - -- CALL, FOR REINSPECTION YES C7 NO i INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 a Tigard, Oregon 97223 ?hone: 639-4175 Type of Inspection _ j ��Q Time A.M. P.M. Date Requested _ _ Permit Address _� — - — --- Lot Owner � _� — r------ ------- #_ Builder The following Building Code deficiencies are required to be corrected: ---------- Approved Presented to L) IJ Disapproved Inspector —— ---- Date _ ` CALL FOR REINSPECT101% YES CJ NO sssssss'. INSPECTION NOTICE City of Tigard Building Department P.O. Box '23397 Tigard, Oregon 97223 Phone 639-4175 Type of Inspection — �` �,7 Ti m��1 Date Requested -� -� Permit Address Lot # Owner — Builder y `1 The following Building Code deficiencies are required to be corrected: f Approved Presented to i Disapproved Inspector i��-------� -- Date _.------ CALL FOR REINSPECTION [] YES ❑ NO Ml'MORANDUM CITY OF TIGAPD, OREGON DATE: October 22, 1990 , TOr File FROM& Mike Sheehan SUBJECT: Western Partition, 8300 SW Hunziker I have reviewed Plane for Western Partition and have found them in comPliance with the uniform Plumbing code. SITE WORK PERMIT SIT90-44035 CI1rY07'FAP (cn FCffYCFF TWARD If COMMUNITY DEVELOPMENT DEPARTMENT 00160" DATE 113SUED: 1� 13126SWHW1BtVd-P.O.Box 23397.TOW.CWOFM 9 , .. PARCEL: I f L 8300 SW HUNZ11/ER ST '. ZONING, 'i6D DIVISION. . . . . LOT'- RESO. NO. : pAV I NG". . . . . . . . . ..y 34000 TYPE OF' WORK:HEW GRADING . . . . . . . .. .y VALUE. . . $ F,)(Cv VOLUME,, Cy LANDSCAPING?. y F'1:L L VOLUME. Cy STTE PREP?- . :y S Lc, Rp*T* RE-QD`.-):N STORM DRAINS' 01 IMPERV SURFACE. 340014 S Si.tework,, r)a6� jig, Wide rqrot.t)id 1j1.1eS;, et(: new, , I d i 1.)q. 1)U1 FEES) Owrler: type AMOL11it J)y date i)NKROM MOI ,AN ASSOC- ARCH. PRMT P11. 00 (1720 SW MACADAM #100 5PC1 1.0. 55 PLCK 137. 15 1*,(:)RJ'1_.A11D OR 9721-9 SSDC 9750-00 1,q1(.11-1e t4.- 245-7100 PAYM 1.0108. 70 J1,44 10/19/90 t ra -'('!! -.-- .ctc) YORKE g CURTIS 1.@1.25 SW BE(.)V[:.RTON HWY jsF,()VERTON OR 97005 10108. 70 TOTAL rlh(.-)iie 14-- 646-21.23 515644 REQUIRED INSPECTIONS E:-1,0Sioj1 Covitral ihis permit is issued subject to the regulations contained in the State of Ore. Specialty Codes and all other (iradirig 1119P Tigard Municipal Code, P.-A v:k 114 1 p applicable laws. All work will be done in accordance with St-1,nj Drai-ii T11sp .......• approved plans. This permit will eipire if work is not started issuance, or if work is suspended for more I-aridsraPi"14 Ins-,p within 18@ days of 111spection —------- than 180 days. ------ ........... Si.gliatore: . . ..... 1s;sued BY: Ca7.1 for inspertioli 6 39...4175 I i I I f.:3TY t�;.. T'II;Af;U _. RECEIPT oi= PAYMENTNo. I Nf►M"; 1 190-206046 WFSTERN PART I T l:01,1 I Nr !-{��Ck; AMf]LINi 1 l�:► �;► , ADt,R'-'ta 8. 7C, CASH AMOUNT 1 i PAYMENT DATE SUBDIVISION x f3-100 SW HUI�,i.�t��,Efc t`'Uf'tPt�SE OF PAYMENT AMOUNT' f''A:rL1 r'tJkFOSE OF' PAYMENT _ .G.ILDING PERM ;IT9C, .�, -- -.._ ._ _ /�P1Cl1..ilyT PAID i f"'LAN oHf CHE Cl. 21 1 ,t.,�', f;.r„M BU I L U PEf l"C;►, 1 5 ,mR'M r)RAIN ,�.0 97.,►0. I � I r I I TOTAL. AMOUNT" PAID I i ' CITY OF TIGARD OREGON October 19, 1990 Fred Paintner Ankrom Moiean Associated Architects 6720 S.W. Macadam Avenue, Suite 100 Portland, OR 97219 Projectt Western Partitions, SIT90-0035 8300 S.W. nunzikez Street Dear Mr. Paintner: The plans for this project were reviewed for conformity with applicable codas, and are approved. You may get the site permit for the project at your convenience. This permit will cover all site work, such as grading, paving, storm drain system, landscaping and underground utilities. If you hav" questions, or if we may be of assistance, please contact us. Sincerely, 1VJim Ja Plane ine`r FAX ( 3)684-7297 13125 S'JV Holl Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 -- TUAI ATIN VALLEY FARE & RESCUE AND BEANVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Boz 4755 • Beaverton,OR 97076• (503)526.2469• FAX 526-2538 October 18, 1990 Ankrom Moisan 6720 S.W. Macadam, Suite 100 Portland, Oregon 97219 Re: Western Partitions 8300 S.W. Hunziker Tigard, Oregon 609OA-143-000 Gentlemen: This 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 Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations. Plans are conditionally approved subject to the following items. Please respond to these items as to how they are to be corrected. 1 . Gate Valve for Underground Automatic Sprinkler. System: Gate valve for the automatic sprinkler on the building side of the fir: hydrant (Sheet A2) shall be a post indicating valve rather than a key valve. 2. Fire Hydrant Location: .Fire hydrants shall be located so that it is not greater than 70 feet from a fire department connection or vice versa. 3. High Piled Stock: If high piled stock is contemplated for the life span of this bu.ildinq, this department. would recommend increasing underground water supply for the sprinkler system to not less than 8 inches in diameter or. larger. 4 . Underground Flushing and Testing: All underground behind (property site) of the backflow preventor shall be installed and tested in accordance with National IIWorAft"Smoke Detectors Save Lives Ankrom MOizan October 18, 1990 Page 2 Fire Protection Association Standard 24. Tests shall be witnessed by a member of this department. After conclusion of tests, contractors materials and test certificate shall be filled in, signed by a representative of the owner and the contractor and a Cileopy• forwarded to this office for permanent public 5. Valve Su ervision: Post indicating valve noted in Item #1 shall be electronically supervised by central station monitoring. 6. Exitin Seconc' Floor and First Floor: second Floor are not ae arat-� Exits from the alf distance. Furthermore as one Pr by the thedsecondl floor to the first floor, occupant loads for corridor systems exceed 30, therefore, all corridor systems shall be of not less than one hour fire resistive construction. UBC Sec. 3305(g) Exception 5 Installation of smoke detectors ill accordance with National Fire Protection Association Standard 72A and E may be substituted for one hour corridor. In this particular case provided the smoke detectors are installed throughout the second floor, as well as in accordance with the same two standards, this department will recognize it as an alternate materials and method for the short additional distance that the two exits would need to be separated separation of exit,q. to comply with the Exit leading through lunchroom #16 is not p exits directly to thermitted to Pass through a room in that first_ floor. requires two ey outside due to the number of occupants. Revised pians submitted to Jim Jaqua revising the second exit from the main floor is acceptable with this office. Please submit full page A3 to substitute in submitted plans, 7• Door 102: Door #102 shall be not 1es� minute automatic closithanng forty .five frame) . ,ng fire rated assembl (dnnr and 8• Para et • Parapet is required for the west elevation wall . 9• Protec_t1On of Op enin s � — ---SL_- West Wall Fire resistive Ankrom Moisan October 18, 1990 Page 3 grout system shall be specified and used for tilt-up concrete panel joints. 10. Automatic Spiinkle.r Plans: Plans referred io and examined by this office contain no provisions for the alteration or instal '_=tion of automatic sprinkler system. Not less than three sets of plans for the installation shall be submitted to this office for approval prior to installation. UBC 302(b) 11 . Address Required: The tenant space number must be prominently displayed on the street: front where it is readily visible to drivers and off.:cers of responding fire apparatus and other emergency vehicles. UFC Sec. 10.208 12. Fire Ext in,,,,uishar ReQuired: A f:.re extinguisher having a minimum rating of 2AlOB:C must be placed in an accessible location within plain view. UFC Sec. 10.301 (a) 13. Mechanica1 Plans Required: Plans referred to and examined by this office contained no plans for heating or air conditioning systems. Unless Electric baseboard heat is employed, complete mechanical system plans for the HVAC equipment and duct work must be submitted to and approved by this office prior to installation. UBC Sec. 302 14 . Mechanical Equipment Approval_ All heat producing and electrical equipment and appliances installed in conjunction with the construction or occupancy of this project must be approved by Underwriters Laboratories, Inc. -)r other nationally recognized testing agency and inst..11ed in accordance with 'the testing agency's specifications. UMC Sec. 502 15. Fire Alarm Plans: Plana referred to and examined by this office contain no fire alarm system. Not fess than three (3) sets of plans for the installation shall be submitted to this office for approval prior to installation. Cut sheets of equipment anti battery power calculations shall be included with submitted plans. UBC Sec. 302(b) 16. Draft Stor Ceiling stem: Draft stop shall be installed at 3,000 square foot intervals and not over 100 lineal feet in floor/ceiling system of the office area . Ankrom Moisan October 18, 1990 Pa,ye 4 Note of Recommendation: This Plans Examiner would recommend that using TJL rather than Til to reduce automatic sprinkler problems in both the floor and roof system of the office area and possible warehouse. 17. &22roved Plans on Job Site: One set of approved plans bearing the stamps of the :uilding department issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must be !rade available to building and fire .inspectors for reference during required construction inspections. UL- Sec. 303 18. BecLui.:7ed occupancy Certificate: Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the constructiva permit. UBC Sec. 307 If I can be of any further assistance to you, please feel free to contact me at 526-2502. .Sincerely, Gene Birchill Deputy Fire Marshal GB:kw cc: Tigard Building Department Western Partitions i ANKF,(- `' AN ASSOCIATED ARCHITECTS October 11 , 1990 Mr . Jim Jaqua City of Tigard F.rarr;ner Commerci=•1 Plan:. 13125 S. A. Hall Blvd. P.O. Bow 23397 Tigard, Oregon 97223 Dear J�-m: plan with the new exit Enclosed is u copy °f the first floor smoke detection for the Enc1 We also propose installing Ceccnd floors in .lieu of rated construction l be corridor . the building °u to entire first and - In addition, We would like Y and enclosed stains• Cures, �nklered. with these mea.. on the second floor fully spr_ p stairs consider. the distance between acceptable, lease call. if you have any questions or further comments p Sincerely, CIATED ARCHITECTS ANKROM MOI.,SAN AS Fred Paintner FP/tt Enclosure v G00700JJ .P01 6720 s.w•Mxadam. Suite 100,Portland Oregon 97219. 5°I/245-7100,FAX 5ui/245-7710 Karen Bowes r pritx�,als:Stewart H.A nkrom,'(}�omas Moisan,[7avid N.Vonada.Roy N.Streeter Lorraine G Ktllow,Jeff Hamilton. - -ITY OF TIGARD RECCIPT OW PAYMENT RECEIPT NO. 190-205238 CHECi;-'. AMOUNT 1615.90 II ANF MOISAN ADDRESS 6720 SW MACADAM #100 CASH AMOUNT F'AYMENT DA I Ti /go 97-19-- SURD I V I�;1 ON PORTLAND. OR A. SA0 HUNZIKER RD PURPOSE OF PAYMENT AMOUNT PAID PURrOSE Or-' PAYMENT AMOUNT PAID PLAN CHECK FE 9-67C 710 1 FtAL -4TI N'—V—AL.L 6 27-.. 2(, WFTE rN rARTI I IONS T(1.14)L. AMOUNT PAID 1635. 90 - -_- —-- VAN OOMELEN/LOOIJENOA.° •,m�GST R 100 McQARRIOLE/KNAUP Cbem Consulting Engineers ,,oe N . OZI�--O/ ey �5NA • o.o. q-I P�-�� e,.a ruo. ..zNfwr -.•..-rye's,• ,.,,rr�yr.:.c:rwuK•':wK'.!- .urxt»':.v�ete+xx:.�r.*:s—r:sas.rtm::+aaw►r+v..'.us"q'.M'¢`tt%f:A^ �ToRM DRAi�J�G£ RE�uli'��1•�ErtJTS ,. . .- _.._ . t?ANC;E 1 UlEST To�,•�15I+iP 2 SVUT�-1 . _. ._`^~.- _ E�15TIN6 TaRM 5!ID SSEWEQ .SFRS ? CAPAC/ N Cover=U.ED I?OVIMSTREAM By 12" c sP (a) s= o. o0554/Fr TP,FRCFI)RL CAPAC711 OF /2" Gk - 3.6 tits DETel�mo#j 15 PE&u'RED FSP P,PEA C0&Fjt4,'/6UTI JC, Tv IZ". (_INS DCS 161J STbR M : 9-5 YEA 2 e WJOFF CoEFFlG 0-7 : G = G.75 'TUTA (- Mr:;A : A = 5,3a A CRSS "rME OF (fvr3cAn sr2ATionl 15 M i�J RPIk)FtI+ L. WTDJ�)ITy: t = 2,1C IIG1kr FU rvOFF (; = G L'.A _ o.-7S i 2, 101( 'S.3Gr�'S V6,R6IF)RE 112" 4b L. JC 14A5 7W G- f:APP,CITY FORA R,41�J -ALL jK7Ef Srry c - c--� = 3. e = O� q6: 41 /hr FOR FRoJEL7 Sli E DErEI�Trcti/ _ �,�Zc, Cc s Gr,5 (L-m. RAM;:'AL !W;E :�tr;� FU►y,FF l_'oEFr i ciEn1T C - 6,75 APEA : A -= 1. 00 AU2F-S /WEPlq6e- SLOFL : 5 = o.o2oo 7-NE OF T = 5 ,iAtQFALL I3,dD 'inAir RUNOFF . 0 _ ' LA = 0,T5 C5-4o1(I,o) = 2 `=5 c tS A LL(IUJAeLE FAIOF�: - o.75 (0.61( `C I,0) = C' 7L ctS- CE TESTI C)Q X10 LU r-1 E REG)u t RED : y= 7Gq cu DETERM NATION OF 9FOUIRED DETENTION STORAGE 1 2 3 4 Ei 7 TIME, h11N. CA, ACttES NAIN. INTEN. INFLOW RATE INFLOIY VOL. OUTFLOVI RATE OUTFLOW VOL. REO.S TOR 7 in/hr. Cls _ ell. It CIS 7 cit. h. Z. 1'p 2-5 _ I.(po 1 LTJ I P�Do I - -'---- VAN DOMELEN /LOOIJENQA/ Job - U'�ESTER� TITi McOAR RIGLE /KNAUP 00ent Consulting Ergineers Job Na 0 Z93 .O I .y Date - 1C+ - 1 O Sh.Na ORIFICE /A - O. l052s� 0 ( Ia'-7o I(o3•�5 Cl v 77- SL IE (io 1.5 4- q5Z + 21-7-4- 2- iZ? C.F A VA 1 r_A,ELf � Z' VCA-UNE -7(c9 of DEPT-H -� -7'' VOLUHE = 800 C� Ori I F I C-E: A = d cd 0= 0.-7 '7- 0. (pi. 1 [7077 5W K-tlu A-- / O 11-i—'+ [ i P�p(IN VTUALATIN VALLEY FIRE, & RESCUE AND BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE (503) 526-2459 POSTED: OCCUPANT l/Lf.� 4.7L'6i nJ f,�,� r T i s 7~►v�. CONTRACTOR -_ _ BLDG. PERMIT 0�' � PROJECT NAME J/ PLAN REVIEW 0 LOCATIONS JURISDICTION: 1= Be. 2= Du. 3= K.4-4= 5= Tu, 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER FINAL (SPECIAL �.—FOLLOW-UPIREINSPECTION ATTEMPTED FINAL u s ❑ Framing ❑ Separation Walls ❑ Sprinkler System 110 .J Shaft ❑ Fire Dampers (Oveihead/Undelgrowid) 1•- Alarm System ❑ Hood' Extng Systems ❑ Conference C Spray Booth ❑ Ceiling Cover ❑ Other ,%C 15t 1( Tel Gds l✓ Pc " _ ► "� - �'S ov II , Of Date: Inspector: F - dry �y , �PZ%N yq<` TUALATIN VALLEY FIRE & RESCUE � ��►�;,� �� AND ~ ` BEAVERT0N FIRE DEPARTMENT FIRE MARSHALS OFFICE (503) 526-2469 POSTED: AR OCCUPANT fI tV l ► yll CONTRACTOR BLDG, PERMIT It PROJECT NAME PLAN REVIEW it LOCATION JURISDICTION: 1= Be. 2= Du, 3= K.C. 4= Ti. 5= Tu. 6= Sh. 7= Wi, 8= CC 9= WC 0= MC COVER FINAL SPECIAL FOLLOW-IIP/REINSPECTION ATTEMPTED FINAL Framing El Separation Walls El Sprinkler System ' Shaft ❑ Fire Dampers (Overhead/Uudergrouud) Alarm System 0 Hood Extng Systems L_J Conference Spray Booth Ceiling Cover El Other r V0<3 TV h- Tll� 5 c1� IV I � cfiJ 1' r tI s - ? .0 i Date: ' Inspector: October 31, 1989 CITY OF TIGARD OREGON Fred Pdintner: ;Ankrom Moisan Associated Architects 3223 SW Front Avenue Portland,OR 57201 rroject: Western Partitions, BuP90-0314 8300 S.W. Hunziker Street Dear Mr. Paintner: The plans for this project were reviewer, for conformity with applicable codes, and are conditionally approved, subject to clarification, revision or inclusion of the following items. 1. Plans for the mechanical and automatic sprinkler systems. 2. Details and calculations for manufactured joint systems. 3. Heating and lighting calculations to show compliance with the requirements of Chapter 53, Oregon Structural Specialty Code, OSSC, 1990 Edition. 4. Provide special inspection, where required, in accordance with OSSC Sec. 306. for concrete work, reinforcement and structural welding. 5. Went wall panel joints shall to sealed or caulked with a material to maintain rhe required one-hour construction. 6. Door 102 in the west wall shall be a 3/4 hour rated door. 7. call for inspection of roof nailing in areas identified in Note 1 sheet S4 and Note 3 Sheet S5. S. Rest room and shower roam walls shall be of water-resistant gypsum wall board. Rest rooms shall have 48-inch wainscots. See OSSC Sec. 51.0(c) and Sec. 4712. 9. Provide details for mounting of handicap grab bare and other associated construction. 10. Handicap parking space marking is incorrect. A copy of the newly-adopted standard is enclosed. You may get the building permit for the project at your convenience. We will not approve any construction or allow further construction bcrond a point involving any of the above .items. 7f have questions, oz if we may be of assistance, contact us. Sincerely, ;)Ji�miaqu Plane Examiner. FAX (503)684-7297 13125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 as Aw VAN OOMELEN /LOOIJENOA - Me0ARRIGLE /KNAUIF slier Consulting Engineers J�r Sy -- Sheet Na_ Dote ,+-. ..:.. - ..a,an:'!!�.«•,,.�y..a.+; rcaces:rY:u�r_xr.+:++:umra•+aer•::._ _.. .. -.c '_':� - G+�v -p PRtIF s y'AiS, Y 29,lk��Q�w C, VANJ 1,15 3833 SW Kelly Ave. / Portlond, Oregon 972(71-4393 / 15031 L222-4A53 /FAX 1503 24H-92Ed VAN OOMELEN /LOOIJENOA/ Job _ MCGARRIOLE/KNAUF Chem 7- Consulting Engineers Job t jo. By G Crete /9(� Sheet No. ' I Vb 101,01 Grp: 24'� v5 1xrb ' O*z;, /$;E, tz-v IK .2;-Z -aO/,;z 141 IAJI' h � � Gnu ��2►� VAN DOMELEN/LOOIJEN®A MCOARRI©LE/KNAUF Consulting Engineers Job No. T_ e, G.`+ D.t. / d Sh.Na, - :-' '^",y:,;t:b,�x: ,i�6":+J 3[7Wrtft:;: 'r.,. ...::': •..<'., ."e .xs.rttlJ SN:,-..,.,:,..�e .':.r';%•nY.•k.x.=a;ll.�s:. - . . ..._ - .... .. ot, IZ-1, 3933 SW K9dv Ave. / Port end, Oregon 97201-4393 / 15031222-4453 ! FAX 15Q31 246-9263 VAN OONIELEIV/LCyO1JEN[3A/ .pub MCOARRIGLE/KNAUR - '- -- Consulting Engineers Job No. Dy �-- cote Sh—I Na atel t� = 281 r I 62l'��lah�r,r�) P P �ly 3933 SW Kenv Ave. / Prrtfand, Oregon 97201-4393 / IS031222-49 F 48-QDa-j - --_=-- - VAN OOMELEN /LOOIJENOA/ Job F �^� McOAIRRI©LE /KNAUF Molt Consulting Engineers Job Na By Oats— Sheet No.4= O T, 1,51 st �,v 2 =• /`f G'- 3933 S4'd Keuv Ave. / Paruend, ormzan 972CI-43'93 / ISC31 222-"53 i FAx r�r, qi P4a-pa�-; Vs�►N DOMELEN/LOOIJEN©A/ Job McQARRIGLE/KNAUP == -- Consulting Engineers Job Na By c1 Owe Shs t No.�� 21 p �� ` ✓d �,� rhe, C �- ►: <<v�7� �sC24� - 12� ►� � - �3/�"� 3-� ice" mac,, = I�-p ,�,� 3933 SW Key Ave. : orctend, Oregon 9?201-4393 , (5031222-4463 /FAX (503 248-9263 MAN DOMELEN /LOOIJEN®A _ M,:OAFRRIOLE/KNAUP � — _— Consulting Engineers Job Na — ey � P 74M= /2&7l�/2 I(/� Q 5 2 h N N IF Job VAN OOMELEN/ LOOIJENOA/ = em McOARR10LE/KNAUF Job - By Consulting Engineei^s Job No. l`a'i1, ►�� GQ,p At 21 ------------- J JK 15 � � fn SN Keno Ave. / Prct18rd. Orenor 97201-4393 i (5031 222-4A53 / FAX (5031 ;?48-9263 IF VAN OOMELEN/LOOIJEN13A / Job McOARRI©LE /KNIAUF OWIM - Job No. 9y Consulting Engineers Doze 1-7 �� l 2(�f 1,/5 � /�I i�l'S � �✓8 ni`/�� ✓=l�i�: VAN DOMELEN / LOOIJENOA/ Jobj �'!�` Ld-� MCGARRIGLE /KNAUF cranc - -_ Consulting Engineers Job No. BY /� - --� �- Dere _Sheet No. : e:.,,c'arnCr•+�»SNA,i�•:s.qreasA.-. :*V•rAf �vrr+••vm�a�?►:u.rt7rtxr�.Y.r�r.:gteei*a. cStGlpr�,+►:asra•" . h bkev 6L 2 Y-2 i0f7 I � IN 3933 SW Kelly Ave. / Prrtlend. Oregon 97201-4393 / 15031222-4453 / FAX (503124E3-9263 IIr --- — _-'- -� VAN OOMELEN / LOOIJEN DA/ Jab McOAAp1OLE /KNAUF --- Job Na ---- � �'— Consulting Ei lgineers Dste 8twwt Na� I I 1"^ Nry {mfr 2 , �j IV2- pf 393r cw ruv D..L/ Portland. Orr+�nn Fnx 97201-4393 % 15021 222-44r� / ian'� ona_a�ca VAN DOMELEN /LOOIJENOA/ Job�k1 Me0ARR10LE /KNAUP cue„ _ Consulting Engineers Job No. _ By G Onto_ - ffiiest Na ij I I2" 2.38K 1 �,2� � - I,Cv� _ J,� ,Co� 7 X1.1 •a �Nz �, 1►-I.la, - - 112 = 1.45 V-LF �� 12(►.cc)/ _. S,�' Irl �--- � - 2 r� I � s ISL 7 21.5 'aQ'7'7 CV1/ vnu, n. -. / 0-14 4 -A"30'] /fRf 9^ai 707-i,Am,% t On v rin-,31 n wn r�nl3 -- VAN OOMELEN / LOOIJENOA - -- McOARR10LE /KNAUF client Consulting Engineers Job No. BY _ of" Sheet No. wZ. (24��,) M= (.0Cg72)(Yo) = V"` z-= Is(8> 14 WS m ,1,b.ep INti -jerz. 6 INS < Nr�►bYZ - ►�� lig(:eel) 04, rVel 102 •TJ I 3 1 v 3933 SW Keily Ave. / Porvard. Oregon S7201-43e3 / (5001222-4-453 /FAX (503( 2413-9263 AA Jot+ ----�-= VAN OOMEt-EN/LOOIJENGA/ cllw t MCOARRIGLE /KNAUF Job No. By Consulting Engineers �ato� /an Shot Na m tov IN 14 w N 3933 SW Kelly Ave. % Portend. Oregon 97201-4393 /(5031222 4153 % FAX (5031248-9263 Job VAN DOMELEN/ LOOIJENOA! I- cls -_ McOAAAIOLE / KNAUF _ - Job Na9y _= CO�nsulting Engineers of 6 s►,.a Na - na. r D � D 3933 SW Kelly Ave• / Portland, L-Ir'r9on 97201-4393 / 15031222-4453 /FAX (503124F3-92193 VAN DOMELEN /LOOIJENQA/ job-J �F�"� - McOARRiIOLE /KNAUF Client_ Consulting Engineers Job No. By G� on" Sheet No. -its om(O/f 07-3 09 -5/ 3833 SW Kelly Ave. / Portland. Oregon 97209-4393 / 15031222-4453 /FAX (5031 246-9263 Job �� / c�►v� VAN OOMELEN / LOOIJ�ENOA�/ =_ MCGARRIOLE /KNAIJP C6'w}t Consulting Engineers Jot'Na _ 6y _Shit Na�_ .. r. .... - -..,.r «. W,^.•.,,. '#_' .. ^'c L.i:r.3.}."b'�f4'c:.S:+w Y:yKlr�":«R±+r. ,y;21�fd';.::,.e ... szlp 1 ey=39 "lle ley-- 3933 33 SVI Keiy Ove. / Porclerd. Oregon 97201-4:393 /(:5t3M 222-4453 WAX [5031248-9263 -- VAN DOMELEN /LOOIJENGA/ mob McGAIP RIGLE /KNAUF Clio" Consulting Engineers Baa No. By _ .... .. . {•-rt" •'?,.Ny. .. «;,.:TMTM: ._:/'.. .�,tiie-!P�`.`•'t'�iR{Xf.'Vi'lZlJIb1'.7"^' .. a J. .- c l � oee' 3933 SW Kelly Ave. / Por-tlend, Oregon 9'72Ol-4393 / ,1503)2212 4 53 /FAX [9-903124a-92F-43 VAN DOMELEN/LOOIJENGA/ Job -- McOARR1OLE/KNAUP Clio, Consulting Engineers Job N. By G A/. _ ome D 1501—Nael- 2 K5 1-7 3933 SW Kelly Ave. i Portland, Oregon 9'7201-4393 ./ (5031222-4453 FAX [503124a-9263 VAN OOMELEN /"LOOIJENOA/ �b - McOARRIGLE /KNAUP f ' By ' Consulting Engineers Na — . - _. •-r.��an,.•� r.,•.�+rw«•tee-+r--�..� .. 3933 SW Kelly Ave. / Portland. Oregon 97201-4393 ! [5031 22?-4453 /FAX [503124E3-92133 TILT WALL PANEL ---VLMP, Enqioeerinq Software— WESTERN PAR T ITIONS �Jp<u- I > > --------------------------- v Top c,f parapet LF - - - - - - - - - -- - - - - 1 ------- -Top of sheathing L ---------------------------- ' -__._V__ Top c,f slab LP = 23.005 feet **HEIGHT OF PARAPET ABOVE DIAPHRAGM L = I feet *-HEIGHT OF WALL TO ROOF DIAPHRAGM *-(fi,:ed at h = 4.75 inches **ENTER WALL THICKNESS d 2.25 inchrs **ENTER rEPTH TO REINFORCING PD = 0.23 k/f_-,o t: **ENTER EUPERIMPOSED SEi,VICE DEAD LOAD }'L = 0.33 k /f oc,t **ENTER SUPERIMPOSED SERVICE LIVE LOAD e 6.25 inches **ENTER ECCENTRICITY (FROM CL WALL ) k1j 14,00 psf **ENTER SUCTION WIND LOAD f c 3. k.s i *-*-ENTER' CO1',JCF'ECC- STRESS f v = &,;$. .t C-1 te.S i **ENTER STEEL STRESS 2 faces ?NO yes/no **I-:) THERE STEEL ON TWO FACES? As 01.2!.'1 Q' sq. in. **AREA OF STEEL PER RUNNING FOOT OF WALL < OUTPUT i>>> X). k Used !%1.e5 L 2. 147 --------- OK'Iq kL/h F b = 22.636, k i p F:------ OF', Tension controls degign Ms = 1 .605 in-kips DeflS 0,l011 OV.. Service deft . L ,115k]l phiMn 25.'79q in-kips +MUMAX n-kips- +MUMAX 1 .9324 in-kips- M: . Ma;:imufn Mu :.= phiMn M u U'!()3 E = 1 .376, OP - Mu @ Slab Level phiMn W5 TILT WALL PANEL "I'<," ---VLMk: Eriq i.neer i rg Sof twar•e--- wEsTERN PARTITIONS ,pP•N�L� Q �� _�,� �1 . INPUT :': :<: :<:<: , , ----------------------------- ---•-v Tap of parc.pet ! 1 LP _ - - -- - - - - - - - - - - ------- Top of sheathing , s ! i ! I L , 1 v Top of slab LF = c 3.0 0 feet **HEIGHT OF PARAPET ABOVE D T APHroAGM L = 1 .(10 fee t * wHE 1 G11T OF WF-'-LL TO ROnF DIAPHRAGM 5 *•(fi,.ed at h = 4.75 inches **ENTER WALL THICk NESS d = 3.38 inches **ENTER DEPTH TO REINFORCING FD = 3. 1(_1 k/f out **ENTER SUPEP I MPOSED SERVICE DEAD LOAD PL_ = 5. 14 k/foo t *-ENTER' SUPER:I MPOSED SERVICE LIVE LOAD e _ 6.25 inches. *•*•ENTER ECCENTRICITY (FROM CL WALL ) W = 1 t4. p sf *TENTER SUCTION WIND LOAD f"c - 3.1;iyi Icsi **ENTER CONCRETE STPES9 fy - 61%1,010 k_-i o.-ENTER STEEL STRESS 2 face_ %YES yes'no **I'o THERE STEEL ON TWO FACES^ As 0.300 0 sq . i ni.- **AREA OF STEEL PER RUNNING FOOT OF WALL_ Ir. Used = (%1.25 E:L/h = 2. 14- -------- OF' . kL/h _ 51:1 Pb = 33 .9c�4 1: io5--- M . Ten=sion c:,ntrols design M::3 _ 21 .909 i n-k i p s Def1S = 1%1.��'_11 inches-- M < Ssr•:ice defl . 1 L/150 phir1n = 5:1.032 in-kips +MuMAY = 2,x.1%153 in-t--ips- Cik'. Ma':iMIAM Nc=hive MU pl- iMn MuBASE = 12.491 in-kips- Of , MU Slab Level = phiMn �W , >�>�>>>>>��> TILT WALL PANEL U/ OPE�1NG ��<<'�(<<<<(<<<<<<<<</ �--VLMK Engineering Software--- WESTERN PARTITIONS , . >>>>>>>>>>>>> >>}>}>)>>>>>>>>>>> INPUT <<<<<(<<�<<{<<\<(�<<(<<<(<{<�<< | Top or parapet Tup of sheathing � � ~ | | | __-_______ | | | | | L HTO | | �-EU-> | `---WO---> 1 HPg | | | _vv---� vTop nf slab Note: This prngram assumes that a section of the panel "ED" each side o+ the opening resists the additional loads from the cpening . The addzti `nal portion �,f the wider pier should be designed as a typical wall section withnut npenings . LP = 3.00 feet **HEIGHT OF PARAPET ABOVE UlAP|!RAGM L = 21 .00 W' ILL**HEIGHT OF WLL TO ROOF DIAPHRAGM WO = 1V.i� �Pet **141DTH OF OPEN7NG HTO = 12.@0 feet **HEIGHT TO TOP OF OPENING HBO = 0.00 feet **HEIGOT '. O BOTTOM OF OPENING ED = 3.00 feet *°LEAST PANEL WIDTH NEXT TO OPENING � = 0.85 *4-<fi:ed at base`0.75--!1 .0(pinned ` h = 4-75 inches **ENTER WALL THlCKNE3S d = 3.38 inches *~ENTER DEPTH TO REINFORCING 2 -aces ? YES yes/no **IS THERE STEEL ON TWO FACESr PD = 0' 17 k/foot **ENTER SUPEFIMPOSED BERVlCE DEAD LOAD pL = 0.28 k /foot *-ENTER, SUPERIMPOSED BEP,VICE LIVE LOAD e = 7.50 inches **ENTER ECCENTRICITY (FROM CL WALL ) w = \4.00 psf —i-ENTER S�jCTION WIND LOAD f `c = 3.00 ksi *°ENTER CONCRETE STRESS f = 60.0@ k I *-ENTER :�TEEL STRESS As = @.21@ sq . in. REA O TEE T WALL / � �r _ _*° �� / OUrPU7�~^�� / � >>>>> Trfal i,�s = 0.63 sq ' in. , ---TOrAL AREA OF REINF' REQUIRED EA. 8IDE }. useo = 0.95 kL - = 45.095 ---------/ OK. kL/h (m 50 | F,t, = 3�.354 kios-----> 0K. Tension contrc15 design DeflS = 1 .622 incI'es---> OK, Servzce def 1 . ( L/150 Ms = 27.243 in-kips phzMn = 41 .543 in-kipc +M"M�x = 40.641 in-kips '-> OK, Ma''imum �csitive Mu ^= phiMn MuBASE � 33. 132 in-kips— �`� Ok. Mu @ Sla� Level q�= phiMn ' MuHTO = 40.585 in-kips--> OK^ Mu @ Trp pf Opening phiMn MuHBO = -33. 132 in-kipS--`, O�- ' Mu Z Btm of Opening phiMp TILT WALL PANEL W/ OFENINQ 4, < < WESTERN PARTITIONS---VLMK Enginee;-inq Software--- so, Apr I NPLIT < << ---------------------------- ', C-P of pal-apet LP - - - - - - - - - - - - - - Top of sheE.thing L HTO 1 1 HBO ----------------------v---v--- Top of slab No t e - ThiL= 'vrc,q)-am assi-Imes, that A sf?ctlorl of the panel "ED" each side of the c,pening retzsists the additional loads from tt-- c,pening . The additic,nAl portion o-f the wider Pic-i- should be de-:ignE-�d as a typical wall section withC,Ut openings . LF 13. feet **HEIGHT OF PAPAPET ALOVE DIAPHRAGM L I I .0(-4 f eet **HEIGHT OF WAL.1- TO F-:00F DIAFHRvGM 2f- L40 1,7 f ena t -u-*WIDTH OF OPENING HTO 17 fes,t **HEIGHT TO TOP OF C)PENiNG HE40 f."(A f ee 1� -t **HEIGHT TO BOTT13M OF OFENING ED 2.T8 feet —LEAST PANEL WIDTH NE1:T TO OPENING k = f24..9 5 **(f1 ):Ed at base )-J.71-- 1 -0(pinned ) h = 4 .75 inches **ENTER Wt:',LL THICkNES- d = 7) - 2 faces ? '23 inches **ENTER DEPTH TO REINFORCING YES yeF/n(:, **IS THERE STEEL ON TWO FACES? FL) = 1�: .C�:;7 k/f C,C, t **ENTER SUPEPIMFUSED SERVICE DEAD LOAD PL = 1 .33 1,/fC,C,t **ENTER SUPERIMPOSED SERVICE LIVE Ln-f:,'D� 640,,A. e 7.Iml '.nches: **ENTEP ECCEN 11--''1 L I I 'f' (FRCM CL WALL ) V) 14.00 p--,f *�P NTER, SUCTION WIND LOAD f'C 3.(,"01 ksi **EP,JTEP. CCIr4CFETE STRESS f j *�,ENTER sTEEL STRESS f2l.3 4 C,1 sq . i n. **APEA OF srEEL FER RUNNING FOOT OF WALL 4 - < OUJ Pli T Tc�tal As 0.964 sq . in, -.----TOTAL AR'EA OF REIPJF. REDUIRED EA. SIDE U S e-d L,,'h 23-1-21 Pb = 31 .(474 k 1 M , Tei-isic,o-, conti-cls deTzion Def IS 0-5q3 inches— CP� - SrPr-vic- defl . - L/ffr- Mrs = in-kips I— a,Fe--. — C.�,,Je, wl�j(:, ph., Mn 66,q5l in-kips PweL WILA- 4-MUMOX = 68 3 @'? i n-k t--p s-- t,,'n GOOD, Mti �: imum Fc-.,sitive MU mhitln MUPACSf-- = 51 1 "40 in-kips-- 01 Mu -D Slab Level ,= phiMn MIMTO = c?3.622 1 n-I..k ps--.: rjo GOLDE), Mt_t -D Top C-f Clpeninq ph 1 MN MuHDO = 5 1 4 i ips--. MU D PtM (-,f OCenjj-jQ "= phiMn w4p 4' <<<<< -_L W/ OPENING TILT WALL PANE W.. *ESTERN PARTITIONS___VLMK Engincering sc�ftware 41�' INFUT Top c,f parapet ---------------------------- Top of sheath4ng ---------- L HTO 1 .-ED-. HBO ff slab Top Note' This pt-C,qraM aSSUmes thElt a secticem c-f the parlel "ED" sists the additional loads from earh side C.,f trie open3nq re should the c,peninq . The additional pc,rtjc,j-j cf the wider Ple t-e designed iris a tYPiCal wall section withc,Ut UPenirfg'5' LP = 12.0$01 feet **HEIGHT OF PARAPET A20,,)E DIAPHRAGM L = 11 .!;t(;$ feet *-*HEIGHT OF WALL TO ROOF D_'AFHRAGM WO = 16. .17 feet *-*WIDTFI OF OPENING HTO jq). 17 feet; **HEIGHT TO TOP OF OPENING HE40 �;j.�,143 f ee t **HEICHT TO BOTTOM OF OPENING ED = j.33 feet **LEA2T PAHEL WIDTH NEXT TO OFENTNG 0.G_ *-t,f 1 �:ed a t b as e)1-_')-7 5--�� 1 .t';.1(p i nned ) **ENTER WALL THiCKNESS h 4.7�:, i ric h e s **ENTEI�:;,, DEPTH To FREINFORCING d 2.39 inches 2 faces, t-10 ves/nr, **IS THERE STEEL ON TWO FACES7 1.F3 **ENTER' SUPERIml::,OSED SER'VICE DEAD LOAD Po /f Do t **-ENTEF-, SUPERTMPOSED SERVICE LIVE LOAD FL 3a k."f o C,t (FROM CL WALL) 7.5 Q1 inches **-ENTEP ECCENTRICITY e R SUCTION W111D LOAD q .100 psf *-E�,ITE 3.00 k S i **ENTER' CONCREI E STi'ESS f 6 0 ksi **ENTER STEEL STRES':�RLir,jrIING FOOT OF WALL *-PF,r-!A OF STEEL PER 0 in. As 20,J0 sq . T OUTPU Total As .!;17 sq . in. ,:,---TOTAL AF-;:EA OF RETNF . REQU I FEID EA. SIDE V Used ;$.95 k L/h 50 �:L/h 0-3.621 s Fb 24.560 t�. U1 Tensioll cc.ntrc deslqf .% C_ecv 1 _-e defl . z L/ 150 DefIS inches--- M p ph i M-n 30.354 i n-ki Ps Po s,i t i M U p h 1 M r, 1 4.. .7 7 1:� in-k i P S M=' m 1-1 m +MUMAX = Mt., Slab Level ,= phiMn MUPASE = 13.232 in-kiPs O� - n phirIn MuHTO = 15.314 i i p S---;. O� MW Top of OPeyli 9 MuHPO = -13.232 in-klPs—, MU @ Btfn c.f opening phiMn IF - -- -- VAN OOMELEN / LOOIJENOA/ Joby_ ��1 � MCGARRIOLE /KNAUF C, Consulting Engineers Job No. 9y - --' _ -- W� e ar, _ ? 8' rte; 003`' 3933 SW Keily Ave. / Portland, Oregon 97209-4393 ' C5031222-4453 FAX (503124e-9263 VA1►: ii]OMELEN /LOCIIJENOA - = McGARRIGLE / KNAUfF Clio. — Consulting Engineers Joh Nc. By G,�I onto I 0 Sheet No.!�. .^HVi.'..M.S r,t:r A.,o+.iiCA31 C. i,+Y• y // u 3933 SW Kelly Ave. : Portland, Oregon 97201-4393 /(503(222-4453 / FAX (503( 246-9263 VAN OOMELEN /LOOIJENOA/ Job 7 � McOARR10LE/KNAUF client Consulting EngineersJob No. _ By G Oere lhosheet No.L1--�-- .1,,.. .. - 1:/'s'iCiM'i T"G.4'bA.: - .4i::31C" •si L I kJ/F,/!.,I. y� (2rV t tra) �o APO, �~ /�C��2 = �•� -' Goy/!� -- 4, k t•K 3933 SW Kelly Ave. / Portland. Oregon 97201-4393 (1503! 222-4453 / FAX (503124E3-S263 _ — = VAN DOMELEN / LOOIJENOA/ Job I - �`== McOARR1OLE /KNAUP t== Consulting Engineers Job No. By Dete Sheet No ri�-1'2 (14) = 2 ii5ZO- 0- J cm. 60W 3933 SW Kelly Ave. / Po^tl®nd, Gregor 9%201--4'393 % (503 222-4453 % FAX (5031246-92F53 MI • _ ��,ti wog-rEu � _ __ - �-_. _—.�-- ��.� _- _1 �I --- - .33 1011 IGE I I <w all — i PAUIyG' i I +drl•OII ;N 41� 0? ON - + a4T-- OL - - P, I � � 1 D rJl�yl� or'T-1 W�►ITI NGr d G G.<�L t7- Tf -- - --- ----- �•g' II 5� �I I it �I i u,2�, 12 1.0 (IN 1 I I L1 N E DF• cl �t I ' ATA 0 C.1_Qy �-o-�-�-�- 01 B ` ��•o 11 � Id"� -�—� ? �y I-t'-.��-= — ---- — �,,r.3 -t� cam•-,�W.v► -K. �41ta I-- 112 I2 610- AL T L- II 1, 1 ter- ,y li I I 1-1 E c r T-L R A -f�;A d G3��. Gu L r'-- 4 57 +1-12116 ((fLRb f;v L rUiA El:IPU HO Wetlhel 4 5 6 x r l N��•� _ L.UFIE 1- �, N 7/" �q ul.., 0 ' 'I L �- cijLU V- 7 'I Xz 1�1 D d W/-4- `�' 0;7 TIE (2 to i�• I ;► �� ' , �74 db I OT W W4 y . b a 74 k1 IF,4 Ik'(J'e CY �--e 6 ,41 J,! c er f7 -0 .012 w AP ooll jo, DRAWN BY DRAWING. Brod & MI:Clui,g-Pace Co. 9300 S.E. Mcbi)d AVE. DATE PORTLAND, OREOON 97222 --rC—ALF kESTERN PARTITION® SPECIFICATIONS DIVISION 1 GENERAL A. GENERAL 1. These specifications are general in nature and are intended to set minimum standards for construction materials. (iorkmanship shall be controllf-i at good quality by the 3eneral Contractor. 2. Design Criteria: r---� Roof live load 25 pef Wind SC mph ExpOsuY'!–y— Seismic Zone Soil Bearing 1500 psf B. CODES AND STANDARDS l Uniform Building Code •- 1988 edition amended by the State of C� Oregon. 2. Meet all other state and local codes which apply. C. rPTIONS AND ALTERNATE MATERIALS 1. Conirect.ors may submit proposals for use of alternate materials and methods for approval. Options shown on the plans may be used at Contractor's discretion. Allow minimum of 5 days foi review of proposed alternates. L GENERAL. AND SPECIAL CONDITIONS 1. General Conditions as published by the American Institute of Architects (AIA Docun•ent No. A-201) shall be port of the contract the same as :f bound herein. Copies are available at the Artchitect's Office. 2. Modifications of General Conditions. a. Article 9. Psyments and Completion. Payments to the Contractor may be withheld by Owner during the course of tt.e ,fob if the project is not kept free of liens. Such pa mets will b2 promptly released upon removal o{ such liens. Western Partitions SpecificationE Page 2 E. EXAMINATION OF SIT1"_ AND CONTRACT DOCUMENTS 1. Contractors shall Examine the site of the work and ascertain for themselves all of she physical conditions and restrictions before submitting price quotations. They will also make careful examination of the plans, specifications, and other cont.r.jct documents and inform themselves as to the quality ani quantity ,i waterials. 2. ContractorE finding discrepancies, omissions or in doubt as io the true meaning of any part of the drawings, specifications or forms of contract documents, shall notify the Architect in sufficient time to receive '181-ification prior to starting any work or ordering material. 3. Contractor shall coordinate his work with work by others, such as utility companies, public agencies, oiner hired sub- contractors, etc. F. TEMPORARY FAC,IATIES 1. The Cortractor shall be solely respcnsible for all other tempirar,' facilities .,ncluding all utilities, sanitation factLitieA, barricades, construction office, etc. Contractor t(l l.oy costs of all utilities until the time of substantial completion. 2. Contractor shall keep site and adjacent properties, streets, etc. , clean and free of debris and organized to minimize affect on neighboring properties and tenants. The streets in Particular shall be kept clean of mud, rock, etc. GG JOB SAFETY 1. Contractor shell be solely responsible for ,job safety. 2. Comply with all applicable rules, codes, regulations, etc,. , for equipment operation, Snoring, and utilization of protective clothing and devices. 3. Provide all temporary bracing and shoring for walls, floors, structural members and building elements as required by c%)nditions during construction. Western Partitions Specifications Page 3 N• PROJECT CLOSEOUT 1. Record Drawings. Maintain a record set on site during all phases of work and accurately record all fiald changes es they occur. Show all concealed changes in the work and the final loratior r all utilities. Deliver this set of documents to rnpineer upon substantial completion. 2.. Retention. Retention will be wi'hheld until: a. As built drawings are provided. b. Equipment brochures, operating instructions provided. C. Lien waivers provided. d. Warranties and guarantees provided. e. Substantial completion. 3. Cleanup: All areas of the building and site are to be finished, cleaned and suitable for occupancy and/or use. Remove stains and wash glass inside and outside. Remove foreign matter, marks, stains, foreign paint, dirt, etc. , from all finished surfaces inside and ou'.., hardware , fixtures, equinnent., etc. 4. Prior to orcupency of the building, the General Contractor, Mechanical and Electrical sub--contractors shall schr,Qul-? and conduct in orientation meeting with the Owner, Demonstrate operation and maintenance of equipment and deliver operating manuals. 5. Prior to occupancy of hcilding, deliver all keys end keying schedules to the Owner. DIVISION-2 SITE WORK A. GEOTECHNICAL All bidders shall familiarize themselves with the Fubsurface and site conditions. Construction traffic and activities will damage the subgrade and necessitate repairs to achieve a tu?able condition, Contractor shall be solely responsible far correcting any site conditions caused by the construction process. at a s� ■w Aw +�. MWMM Wes-cern Partitions Specifications Page 4 B. STRIPPING Remove organic surface soils, fills, and soft soils below building and paring areas. Proofroll subgrades. C. EXCAVATION 1. Excavation for footings, piers and slabs to sizes and levels shown or required. Utilize straight edged bucket in looting excavations to minimize soil disturbance. :.lean all footing excavations of loose material by hand. 2. All aver-excr:vation shall be back filled and compacted as "e►lgineered fill" or with concrete to same specifications as foot:.ng concrete. 3. If over-excavation is required to remove soft Spoto resulting from conditions beyond the control of the contractor, the contractor sh611 receive additional compensation. 4. Do not excavate closer than 1-1/2:1 slope beinw base of footings unless approved by engineer. 5. Stock pile ejbgrade material to he used for fill or for site grading All excAvated me-erial not approved or required for this use to to removed at no additional cost. Grade stockpiled material to afford weather protection. DD FILL MATERIALS AND INSTALLATION 1. On site materials, free of organic material, may be used for fill inside the building areas during the dry season only. Use of on-site materials is sub.je,t to mainten.,nce of a proper moisture content and obtaining requireu rompaction. (see aolie this report) 2. Structurai fill to be as .follows: a. Under building: 6" layer 1-1/2 (-) clpan crushed ror.k, or clee,i sand leveling coarse only over th, grrJed and compacted subgrade. b. Under paving: Base course of 1-1/2" (-) crushed rock, depth 8 inches. C. Under exterior footings supporting concrete walls or spandrels. Provide crushed rock, or compacted on alte mater:.al, or bear on firm und+.eturbed eerth. mamas�: Western Part-itions Specifications Page 5 3. Top Soil: Natural topsoil available in on -site stockpiles, suitable for growing plants and free? of limbs, roots and ,•ocks over 11-1. (Landscape contractor to fine grade landscape areas). 4. Compaction: Install material except topeoil in lifts not to exceed 9' (loose) and compact with suitable roller. (Notify Architect to observe proof rolling of all prepared subgrades .ender buildings and paved areas before continuing with work. ) Minimum uensity as follows! Application %Compaction Material Beneath Foundations 95% Crushed Rock Beneath Floor Slabs 95 Crushed Rock or sono Beneath Pavements 95% Crushed Rork detaining or Exterior Well Backfill (see not below) 92% Crushed Pock or Sand Interior Fcotings Backfill 957. Crushed Rock Utility Trench Backfill Upper 3 ft. bene=ath pave- mentE, slabs or structures 95% Crushed Rock or Sand Below 3 ft. beneath pavements slabs or structures 92 C--ushed Rock or Sand In landecepe areas above pipe zone 90% Crushed Rock or Sand Random site or landscape fill 907. Crushed Rock or sand Note: Use lightweight, manually gu'ded comnacturs within 2 feet of walls. Where conflicts occur b2titeen the above values, the highest percentage shall govern. E• A3r'HALTlC CONCRETE PAVING 1 . Proof roll subgrade to verify stPFllity. Notify Architect to observe rolling. Remove end r-place with compacted suitable material, all soft spots er;ountered prior to rocking. 2. Base material to be sriect fill as specified above. 3. Asphalt paving to be Class C mix (OSHD), 2-1/2' thick unless otherwise shown on drawings. 4. Slope all asphalt paving minimum 1% to drainage (unless otherwise shown on drawings). Check fi.iished base rock for sloprn before starting paving, Weetern Partitions Specif icationE Pace 6 F. STRIPING Traffic and parking strips to be 3" wide, color white. Paint word "compact" in 1-1/2" r. 6" lettering in stalls designated. Provide signage at handicapped stalls to meet all state and local standards. G. EXTRUDED CONCRETE CURBS p 1. Curbs to be no slum 3000 psi minimum compressive strength at 26 days. 2. Spread epoxy bonding agent such as ConcreSBive #1054 or approved equal over surface t.c receive curb. Install curb within 20 minutes after applying uonding agent. 3. Provide control joints at 10 feet on renter. H. IRRIGATION SYSTEM (BY OWNER) I. PLANTING AND SEEDING (Bl OWNER) DIVISION 3 CONCRETE AND REINFORCING A. GENERAL 1. All work to comply with ACI codes and standards. 2. Tolerances: b. FCoors: •/- 1/4" in b. Wr,Ile, Columns: •/- ) /4" from piumt,. c. Tilt walls alignment: •/- 1/4" from true across panel: •/- 1/6" at joints. N. FORMWORK AND SHORING 1. Contractor shall be solely responsible for providing the necessary formwork and shoring suitable for the conditions involved and compatible with the finished appearances. Wall panel mi`.�rs, recesses, and feature strips: cut and secure form members to insure smooth and properly eligned transitions of fi.n.ished concrete. Western Partitions Specifications Page 7 C. REINFORCING 1. All reinforcing to be A615 Grade 60, except ties and stirrup,3 to be Grade 40. 2. Verify weldability of all reinforcing to be welded. Use only hydrogen (E70XX) electrodes. 3. Fabricate and install reinforcing a*eel according to the "Manual. of Standard Practice for Detailing Reinforced Concrete Structures" ACI Standard 315, 4. Provide 2 -0" x 2' -0" corner bars to match horizontal reinforcing in walls at all curnere and intersections. 5. Provide the following reinfirc.inq around wall openings larger than 30" x 301. a. 2 #5 over x opening plus 2' -0" each side. b. 2 #5 ender x opening plus 2' •-0" each side. C. 2 #5 each side x full story height. d. Provide 90 degree hook for bars at openings if required extension past opening cannot be obtained. 6. Provide 2 #4 continuois bars at top and bottom and at discontinuous ends of all walls (U. O. N. ). 7. Provide dowele from footings to match ell vertical wall, pilaster and column reinforcing. 8. Lap al.l bars in intersecting footings 1' -6" or 30 diameters whichever is greatpr. All wall reinforcing to be placed in center of well unless shown otherwise on the drawings. 10. Extend reinforcing to within 1" of well and slab edges. 11. Contractor to design and provide additional reinforcing as required fur listing tilt walls. wr a wir s WE w Western Partitions Specifications Page 8 D. CONCRETE MIX 1. Use Type 1 cement, per ASTM C 150 unleve otherwise approved. 2. Minimum Mix requirements: a. Cement content per yard: 5 sac!4s except slab on grad,2 t.n he 5-1/2 eduku. b. Slump: 2 to 4 inch... Deviation from design alump +1i4" to 1". c. Air 7ntrainment: per ACI at all exterior slabs. d. Admix: Provide water- reducing admix 1pozzolith or equal , in all concrete except footings. e. A4erage concrete strength as determined by job cast lab cured cylinder to be 3500 psi at 28 days plus increase depending upon the plants standard deviation as specified in ACI 3.18-77. 3. Aggregated size to be 1-112" maximum unless otherwise approved by engineer. E. CONCRETE FINISHES 1. Interior slabs: Smooth steel trowel. Spray exposed slabs with sealer. 2. Exterior walks: Steel trowel then light broom finish. 3. Formed concrete: Remove fins, patch voids. 4. Till-up wells: Light broom on ,rp--face (interior face). Tool edges around openings. Grind and fill "dornside" of panels fnr smooth, even final appearance. kepn3.r chamfer edges and remove fins. Fill and smooth voids. After primer coat, inspect and repair to remove any remaining defects of exposed surface. Western Partitions Specifications Page 9 r V. CONTROL JOINTS ANL EXPANSION JOINTS 1. Provide control joints in all slabs on grade 24' -0" maximum each way, unles3 vthervise shown on drawings. 2. Provide joints in exterior walks as fellows unless otherwise shown: heavy (3/41) tooled Joint @ 5' -0 o.c. and 1/2" premolded expansion joint (full depth) sit 30' -0" o.c. and where walks abut buildings or intersect. Trim protruding filler mhterial to flush. G. CONCRETE CURING AND SEALER 1. All forms And excavations to be moistered before placing concrete. 2. Seal all interior slabs with two coats of full strength Kure- N-Seal by Sonneborn or approved equal. Apply first coat immediately after slab is finished. A?ply second coat when all trades are finished just prior to uccupency. Floor is to be cleaned and hydro-washed before second coat. DIVISION 5 METAL A. _GENERAL All structural members to he fabricated and supplied in accordance with AISC standards, latest edition. B. MATERIALS 1. Structural steel standard shapes ASTM A-36. 2. Pipe: Welded and seamless pipe ASTM A-53. 3. Structural tubing to be ASTM A-500 Grade B fy = 46 ksi. 4. All bolts to be ASTM A-307. Provide standard washers under bolt heads and nuts in contact with wood. 5. Use 1/8" x 2-1/2" Ramset at 2' -g" o. c. for attachment of wall plates to concrete floor. 6. Drilled anchor bolte to be "Parabolt", "Kwikbolt" or approved equal. 7. Welded electrodes E70XX. i � `IIs "i � •RI #� � -7RR � Western Partitions Specifications Page 10 C. WELDING By certified weloers, comp'.y with AWS specifications. D. SHOP FINISH 1. Shop prime all surfaces not to be embedded in concrete with zinc rich paint. 2. Do not paint metals within 1" of areas to be welded. 3. Touch up paint in field at welds or location where paint has open removed or damaged. 4. Any steel inserts protruding from concrete work to be ground flush, primed and painted. DIVISION 6 CARPENTRY A• ROUGH CARPENTR" 1. Lumber species and grades to be as follows unless otherwise shown on plans: (WCLD or WWP-•Rule 16) a. Joists, beams b stringers Douglas Fir #1 unless otherwise noted b. Bucks, blocking, bridging R mise. Douglas Fir #3 or better C. Stri,aping Treated 2 x 4 Douo Fir #3 or better d. 2 x 4 etude Douglas Fir "studs" or "standard" K. D. e. 2 x 6 etude Douglas Fir #2 or better K. D. f. Sills, ledgers. plates, etc. in contact with concrete, and roof curbs and carts Pressure treated Doug. Fir #2 or better g. Poa'.s, columns Douglas Fir #1 h. Plywood to be C-D grade with exterior glue unless otherwise noted on plane. See roof framing for nailing, plywood th'.ckness and apein index. Wcstern Partitions Specifications Page 11 i. Glulam beams - fb = 2400 psi. Combination 24F - V3 for simple span beams and 24F - V8 for cantilever spans. Industrial appearance. Provide top tension lams on top of beams at cantilevers for a length equal tc, Mice the cantilever length. 2. Provide fire blocking where required by code. 3. Connectors: a. Lie straps, framing anchors, hangers, stirrups, column caps, column bases, etc. to be "Simpson" or equal, or as detailed. prime coat miscellaneous steel. Fully nail according to manufacturer's schedule using largest size shown. Ai?. beams and ;foist not bearing on another member to connect with 'U" type hanger unless otherwise rioted. b. Nailing - All nails specified in the plans to be common nails unless otherwise noted. All nailing shall comply with UBC Table 250, nailing schedule. C. Nails at roof decks to bz driven sc. 1,eade area flush with or slightly recessed into deck surface. Check and resink if needed, immediately before roofing, 4. Delivery and Storage: All .lumber and plywood delivered to the site, shall bp piled off the ground and properly protected against weather. DIVISION 7 MOISTURE PROTECTION AND INSULATION A. MEMBRANE ROOFING 1. General Provide a complete built-up roof system with all necessary accessories. 2. Guar3ntee 10 yeer -tritten guarantee. 3. Material and Application a. Class A roof system 4 ply, Owens Corning 32-NC or as approved. Install in strict accordance with manufacturers recommendations. MW ask&INKA w *� western ?artItiona �peC1C1��=�cn9 page 4. Provide two additional reinforcement plies plus cap at all carts, curbs, vents and srcupper openings, Before laying base sheet, cover all exposed metal tie straps with piece of cap shaft material cgranular face devil) • e SHEET METAi. AMC F�ASH.NG 1. Fabrica•ion and installation of ehFet metal rt-ems to C��mFiy with SMACCNA "Architectural Sheet Metal Man'. '_" latest edition. 1 All scuppers, dovnspov.ts, flashing, vents, etc. , to be 26 >.nge, prepar.nt�d with baked on gauge or as noted on dTav finish. Color to be selected by Architect from standard range. 3. All other to to i4 gauge galvanizet1 steel, shop primed or prepainted. 4. Guarantee water tightness of roof llashiny, couings and scuppers for two year s. 5. All sheet metal vork to be installed in manner to saintOln vea:hertightnesu and provide a finished, smooth, unwrinkled appearance. Provide concealed clip at front (outer) face of copings. 6. Lap joints 3' in manner to allow thermal movement and seal with Vulkem sealant. i:' -N rotary vidamper and chord oileratnr 7. Roof Ventilator to cleat 5' k! above fro. floor at column.to (5) total. C. CAULKING AND SEALING 1. Caulk all. Joints between concrete panels, dissimilar materials, and around all door and vindnv frames and all other 'locations as required for veathertigi.tness. 2, provide backup vinyl or rubber filler rods on all points over 3!8' depth. Backup rods to be minimus 1-1/2 tiles joint width. Comply vit..) sealant manufacturer's recommendations. match ad;acent materials. Obtain owner's 3. Sealant color to calor approval prior . ) ordering. Western Partitions Specifications Page 13 4. Apply exposed sealant after painting or mask sealant beads to prevent painting over except as noted. Verify compatibility with paint if sealant. applied after. 5. ha`erial.s: a• roncrete and masonry wall joints - Polysulfide liquid polyene',-. b. Door and window frames •- Silicone rubber, non-acid, porous bond type at ,joints -.butting concrete or masonry, acid nonporous type elsewhere. c. Interior (acoustical) sealant - SendFll Poly-tate or silicone rubber. Apply where required to F:-event sound transfer between rooms. INSULATION 1. Roof ins:ilation: (By Owner) 2. Wall insulation: (By Owner) 3. Rigid und2rulab PL-rimeter insulation: Install ttermal Polystyrene board insulation under concrete slab-on-grade two feet wide at perimeter of new concrete otfxce floor slabs. 1 1/2" thick for minimum P-10. SKYLIGHTS 1. Factory assembled (4) 4'-0" x 4'-0" extruded aluminum framed, curb mounto, with condensate gutter and retaining frame. Frame to have mitered corner, heliarc welded. Inner and out, acrylic pyramid to be white trenclucent. 2. Manufacture,-: Thermolitc S!�ylight Corporation, Clackamas, LIR. Attn: Peter (503) 657-9330. 3. Must conform with Section 5207 of the Uniform Building Code. Western Partitions Specifications Page 14 DIVISION a DOORS AND FRAMES - EXTERIOR A. HOLLOW METAL DOORS AND FRAMES - EXTERIOR 1. Manufacturers: Amveld, Steelcraft, Republic, CECO or as approved. 2. Frames: 1F gauge full depth of wall with welded corners and anchors to suit wall structure. 3. Doors: 20 gauge flush panel bonded to non-varping core. Morticed and reinforced to receive hinges, l.ocksets and closer. 4. Finish: Factory baked on primer. H• STOREFRONT 1. Framing System: Kevneer Trifab 451, U.S. Aluminum, or as approved. 2" x 4-1/2" mullions. Class 1, clear anodized finish. 2. Doors: Kawneer, U. S. Aluminum or as Approved, medium stiles, 5-1/2" top roil, 6'1/2" bottom rail. Furnish complete single acting entrance with threshold, offset pivots, and veather3tripping. Remainder of hardware as specified in Section I. Clear anodized finish. 3. Factory glazed aluminum storefront fixed window units. Class 1; clear anodized finish. Extruded aluminum or vinyl glazing bead to match frame color. Kawneer Trifab 451, U.S. Aluminum, or as approved. C. GLASS As scheduled on drawings. D. OVERHEAD DOORS 1. Steel sectional door: 24 gauge, 2" thick, flush sectional, high lift;. Rai!.s to overlap or be rabbeted for complete veathertightedness. Doors to be chain operated with smooth link type chain free of protrusions. Provide chain anchor to hold dcor at any level. Chain operated 10' high and up only. 2.. Counter-balance with tcrsion spring. 3. Locking device: Dead bolt each side with padlock provision. Western Partitions Specifications Page 15 4. Finish: 'Linc.-coated and factory primed. 5. Weatherstripping: Full bulb type seal at sill. Full length seal between door sections. Adjust doors for full weatherstrip contact in closed position. E. ROOF HATCH 1. Bilco 3'x 2' ladder access roof scuttle or approved equal. Curb mounted. Flash for weathertight installation. E' FINISH HARDWARE 1- Materale Butts - Stanley Stops - Ives Locke - Schlage, Orbit design Locks - Ives Cylinder Schlage Thresholds b Closers - LCN Weatherstrip-Pemco Flush Bolts - Ives PushPulls b Kickplates - Cipco Coordinate butt size with requirements of K. D. frames. 2. Keying a. Locks of all doors shall be master keyed to a single system. b. prepare a keying schedule and coordinate with Owner prior to keying locks. C. Provide a minimum of 2 marked keys for each lock in buildings, each master and grandmaster. Deliver keys, with permanent keying schedule showing key marks and doors operated, to Owner prior to occupancy. 3. Hardware Schedule EXTERIOR HOLLOW METAL DOOR a. Lock - D53 PD, 630 finish (satin stainless) Weether.;tripping - 114PFPS Door Bottom - 345AV Lock Guard No. 184 'Lock Astragal) Door Top - 377V Rain Drip - 346A x 38" Butts - FRB170 4-1/21 x 4" NRP 1-1/2 pr. Deadlock - K460 Western Partitions Specifications Page 16 b. Storeiront Doors PushPull - Forms and surfaces Omni Hardware Group HH9324/US320 satin stainless steel. Closer - LCN 1460 surface mounted Lock - Adams Rite HS 1850A. In 'de thumbturn and locked/unlocked indicator. Cylinder - Schlage. Compatible with lock and keying system. C. Interior Doors (typical) (By Owner) Butts - FBB179 4-1112 x 4-1/2, 1-1/2 pr. Stops - 407-1/4, 436 brushed aluminum finish. Lock - A53 PD, 2-3/4 B.S. DIVISION 9 FINISHES A. GYPSUM BOARD (BY OWNER) Gypsum wall board, 5/8" thickness. Type "X' where note ]. U. S. Gypsum or Kaiser Gypsum. Extericr Gypsum Board: U. S. B. Exterior Ceiling Board 1/2" thick. Screw attach to framing members. U.S. Gypsum or Kaiser metal ? at all exposed edges, corners and as shown on drawings "Perfatape" at joints, filled and sanded where exposed. Finish gypsum board with light texture unless otherwise noted. Prepare texture sample, for approval before proceeding. H. PAINT Manufacturers: Pittsburg, Pratt b Lambert, Ameritone, Rodda, Fuller, Olympic, Sherwin-Williams, Dutch Boy. All colors and sheen by Owner. Conform to UBC flame spread requirement. Provide up to three 10 x 10 foot paint-outs of exterior wall color for architect's approval. Exterior: a. Ferrous, gal•ianized metals: Prime - one coat rust inhibited primer coat it shop primed or prepainted. 2 cats exterior enamel, semi-gloss. Paint all weather exposed faces of flashing. b. Concrete: 2 coats, acrylic latex paint (multiple color paint scheme). Western Partitions Specifications Page 17 Interior: (By Owner ) a. General 1 cost, airless spry (off-white latex). On all walls in the inside face of the exterior concrete walls and the warehouse side of the office walls. b. Gypsum board except water resistant: 2 coats of la'.ex paint, Eggshell. C. Gypsum board water resistant: First coat pigiaented primer and sealer. 2 coats semi-gloss latex. d. Wood doors, frames and trim: First coat stain, 2 coats lacquer or varnish. e. Metal doors Fnd frames: Spot prime as necessary, 2 coats exterior enamel, semi-gloss. f. Note: Color of metal registers, grilles, ladders, railings, electrical cabinets, piping, conduit, etc. , to match adjacent. surfaces. DIVISION 10 SPECIALTIES A. FIRE EXTINGUISHER (BY OWNER) A fire extinguisher having a minimum rating of 2A10B: C must. be placed in an accessible location within plain view. Fire extinguishers must be located throughout the building so that the maximum tri,vel distance to any extingi!isher does not exceed 75 fee from any point including the upstairs storage area. UFC Sec.. 10. 301(a). B. DOCK BUMPERS 36" x 10" laminated rubber bumper. 6" thick constructed with stee_ angle frames. Weld or parabolt to wall. DIVISION 15 HEATING AND PLUMBING (DESIGN BUILD) A. GENERAL 1. The work covered by this section consists of furnishing all labor, materials and equipment necessary in connection with mechanical work, complete and ready for service, as shown and as specified. Western Partitions Specifications Page .l8 2. It ie the intent of these specifications and the drawings to provide a complete and workable facility. It shall be the responsibility of each trade to coordinate with all others for proper and adequate installation clearance. 3. Arrange and pay for permits, fees, service charges and inspections and present to owner "Certificate of Inspection". 4. All work and material shall conform to the local and state codes and all state and other applicable laws and regulations. 5. All measurements shall be verified at the site. Verify all conditions on job site. 6. GUARANTEES: Furnish wr.,"ten guarantee to owner for a period of one year covering all defects in material and workmanship. Should any trouble develop during this period due to defective materials or faulty workmanship, the contractors shall furnish all necessary labor and materials and correct the trouble promptly and without any additional cost to the owner. 7. SHOP DRAWINGS: Provide shop drawings for the following equipment: Fire sprinkler system Plumbing cleanouts Catch basins Manhole components Piping and fittings B. PIPING MATERIAL AND INSTALLATION 1. All materials new. Trade names denote character and quality of equipment desired and shall not be construed as limiting competition. 2. CONCRETE PIPE: Non-reinforced bell and spigot extra strength pipe conforming to ASTM standard specification C-14. rubber ring pressure type joints or caulked oakum with nor,-shrinking grout. 3. CAST IRON SOIL PIPE- c�i ,ice weight hub and aj,igot cast iron pipe and fittings conforming t:, ANSI standard A- 112. 5. 2 or no-hub r_.Aet iron ipe r_onfL.rm:.ng to ANSI standard A-112. 5. 2 OT cast iron pipe with comr.T�ession type gasket fittings. � - POLYVINYL CHLORIDE ,°VGA SEWER PIPE: Pipe and fittings shall � qs .a � w *mt • Western Partitions Specifications Page 19 be PVC sewer classification type conforming to ASTM D3034 standard, with gasket type joints conforming to ASTM D3212 stands: i,. 5. GAS PIPING; ABOVE GROUND: Schedule 40 black steel pipe to conform to ASTM A120 and black malleable threaded fittings. 6. DOMESTIC COLD WATER: Hard drawn, type 'M" above ground and type "L" below ground, conforming to ANSI H23. 1. Fittings shall be wrought copper solder joint fittings conforming to ANSI 816.22. 7. ACRYLONITRILE-BUTADIENE-STYRENE (ABS) WASTE AND VENT PIPE: Pipe and fittings shall be first quality, Schedule 40 ABS- DWV. Classification conforming to ASTM standards D1527 and D2661 with cemented joints conforming to ASTM standard D2235. B. STORM DRAIN PIPING: Above and undergrou,id piping to 5" outside building line: Hub and spigot cast iron and fittings or no hub cast iron pipe. Underground piping beyond 5' outside building: PVC sewer pipe. 9. CATCH BASINS: 10 gauge steel, 24" x 24" x 30" (minimum) high with 28" u 28" traffic grate. Asphalt em0 sion coating. Lynch Company, or approved. PlLmbing cleanouts shall be installed in the drainage system where noted on drawings or where specifically required by the governing plumbing code. Cleanout types as follows: Cleanouts (exterior paved area, . josam 58860 heavy duty cast iron access box with secured scoriated cover, anchoring flanges, and cast irin cleanout with seriated cut-off sections and threaded bronze plug. Provide a minimum 18" x 6" concrete pad at grade. 12. PIPE TEST: notify owner and local plumbing inspector two days before test. Drainage Piping: Test in accordance with governing plumbing code. 11. EXCAVATION AED BACKFILL: Western Partitiuns Specifications Page 20 a. GENERAL: Perform all necessary excavation and backfill required for the installation of mechanical work. Any piping or other work damaged during excavation and backfilling shall be repaired at contractor's expense. b. WATER: Keep all xcavations free of stanJing water. Excavations damaged or softened by water or frost shall be re-Excavated and filled back to original level with sand, pea gravel or other approved material by the contractor at his own expense . C. TESTS: During the progress of the work for compacted fill, the owner reserves the right to provide compaction tests made under the direction of a testing laboratory. d. EXCAVATION: Excavate trenches to the necessary depth and width, removing rocks, route and stumps. Cost of additional excavation to facilitate utility cross-overs, additional offeete, etc. , shall be borne by the contractor. Excavation material is unclassified. Width of trench shall be adequate for proper installation of piping conduit. e. BEDDING: All cast iron, PVC and cement-asbestos piping, duct, shall be full bedded on sand. A minimum 4-inch deep layer of sand shall be placed on the leveled trench bottom for this purpose. The sand shall be removed to the necessary depth for piping bells and couplings to maintain contact of the pipe on the sand for its entire .length. All other piping and conduit shall be laid on a smooth level trench bottom, so that contact. is me+de for its entire length. f. BACKFILL: All backfill shall be placed in layers not exceeding eight inches deep and compacted to 95% of maximum density at optimum moisture content to preclude subsequent settlement. Backfill under the building and asphalt paved areas to be accomplished with well graded, clean crushed ruck in layers not to exceed 10" and compacted with hand operated mechanical equipment. G. GRADING: Following backfilling, grade trenches to the level of surrounding soil. All excee.e soil shall be disposed of off-site. FIRE PROTECTION 1. OCCUPANCY: Automatic fire sprinkler system shall be of a Western Partitions Specifications Page 21 standard approved type for occupancy required by code or the local Fire Marshall, so installed as oprovide complete coverage for all portions of the occupied p 2. Automatic fire sprinkler installation shall be in accordance with all NFPA regulations. 3. Install heads in uniform pattern. Provide shop draving prior t.o installation. 4. Fire sprinkler piping shall be sized in accordance with NFPA standards Pamphlet No. 13 or be hydraulically designed in accordance with Chapter 7 of referenced utandard. 5. PIPING AND ACCESSORIES: All pipe locations shall be governed by structural, mechanical and electrical systems. Install piping as high as possible, tight to the roof structure. Cap all openings .immediately a''er installation to prevenrun only entrance of foreign mndiculerCtcosurfaces or structuralll b end/cr perp members. 6. ALARM BELL- Electric alarm bell, flow and pressure switches, U. L. labeled (J type and sizes required. This contractor to provide contacts for alarm. Electrical contractor to perform connection to switches and alarm. 7. Pipe and fittings to conform to NFPA standards Pamphlet No. 13. g. VALVES: Underwriter's approved indicating type valves, 175 psi working pressure. 9. HANGERS: Comply with the requirements of NFPA standards pamphlet No. 13. 10. HEALS: Provide recessed canopies with chrome escutcheons equal to Grinnell Duraspees in all ceilings. Exposed structure areas shall have chrome plated heads. t,11 hesde to be protected from cor,osion, wax coated or app 11. FIRE HYDRANTS: Shall conform to AWA standards. 5" main valve opening. Provide shut-off valve as shown with cast iron valve box. Hydrants shall be furnished with two 2-1/2" NST hose parts and one 4" PCT pumper connection. Verify with local water district before ordering. Pacific States or approved. D. HEATING "� �I � « 7 •7 7 t Western Partitions Specifications Page 22 1. UNIT HEATER: (BY OWNER) 2. Packaged rooftop cooling unit with gas heat. a. General: 1. Factory assembled single piece, heating and cooling unit contained within the unit shall oe all factory wiring, piping, controls, refrigerant charge, and special features required prior to field start up. 2. Controls: Unit shall be complete with self contained low voltage control circuit. 3. Thermostats: Honeywell T7300 or approved equal. 4. Roof Curb: Fo.rmea 16 gage galvanized steel with wood nailer strip and capable of supporting entire unit weight. E. EXHAUST FANS 1. Toilet rooms shall be provided with a mechanically operated exhaust system capable of providing a complete exchange of air every 15 minutes. Such systems shall be vented to tLe outside air and at the point of discharge shall be at least five (5) feet from any openable window. Section 705, DIVISION 16 ELECTRICAL 1. Bidder to include Electrical Engineering Services drawings, coordination, stamps, and electrical permits. All requirements of local utility company to be included in bid. 2. S_ervire and Distribution; Provide necessary electrical installation for utility company services, power and 277/480 telephone, to building. Services to be underground 120/208, three phase, 400 amp, four wire incoming service from electrical utility. 3. Allow for office tenant improvements. 4. Provide lighting as showing on Drawings and fixture schedule. Install Fixtures A, B, C, D, E, F, all others by Owner. 5. Incoming telephone service :o be coordinated with utility. Telephone terminal boards will be installed. Western Partitions Specifications Pege 23 6. Fire detection and Alarm system vill be provided in accordance vith requirements of UBC1807 and all local codes. Installation shall comply vith the latest edition of the National Flectri.cal Code, and all governing local codes and ordinances. S93300XX.000