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9966 SW KATHERINE STREET 4 �;' c �, i i '� ' 'I y � ,� i �• � . w .. � .. . l ��„ �• �,: � ,i',� ' !' +w ■wr aw +. � •.r � •w +w Permit No. _SP 30-87 CITY OF TIGARD SIGN PERMIT APPLICATION The applicant hereby applies fur a permit for the work i.ndicat.sd or as shown in the accomp?nving plans a.nd specifications. SIGN LOCATION ADDRESS: 9966 SW KATHERINE _ ,— _ ZONING: I-P NAME OF COMPANY: W. H. CRESS CO APPLICANT/AGENT: HEATH '_TG[ ::- RICK FUSON The City of 1igard imposes an arnual Business fax which must be kept current on all persons doing business in :he City. Da you presently have a current Business Tax? _y s PROPOSED SIGN: PERMANENT ( ) FREESTANDING ( x) TEMPORARY ( ) WALL ( ) BILLBOARD ( ) SIGN UIMENSIONS: 1' 6" _x 5' x 2" TOTAL_ SIGN AREA (Sq. f t. ) : 8 sq. ft. WALL AREA (Sq. ft. ) : HEIGHT (ft) : PROJEC1 ION'. __ -----_-- IL_LUMINAT :ON: YES ( ) NO ( x) COPY . _ W. H• CRESS CO. 9956 SW KATERINE MATERIAL:,'. —MF1'A1 _ EXISTING `;I_GNS: O111ER PERMl:iS REQUIRED: YES ( ) NO COMMENTS: PLi}NNI� NG UE.I'iiRIML.:N} All sign permits must be accompanied by a Permit Fee:-_ 10__00 -____ scale drawing and plot plan. If work rteceipt No authorized undE r a sign permit has not been Approved By: ;C� -r71npleted within ninEity days after the Date: 2/17/F7 issuance of the permit, the permit snall - become null and void. I CERTIFY THAI I AM THE RECORi1ED (NJNER OF THE PROPERTY OR AN AGENT AUTHORIZED BY THE OWNED. Applicant' s Signature Address Telephone DAti :bsb2 ""► KAi b�i ht� b�' 1 � Q K 1� 1L�tf hl d�l"g,,� �..M' �,'.`Ntlj4!`N.i� �/J ii2r,I� '"'!}'rP'•�a\ '�.. . �4. .��;�a~:;<.�. •!<A « r..,ire t1�a��'WII� 1 r.fj' �yyt M7! { `,r "W 'tom l ':'�` 'ui, u-T �p1fy �y �SCRffp �,•' • +i 1P'�a 91IIA �1 ,�... `- '+4i°�.at�11�y� '�` S" pit- 41 4 + 1E OF OC(TPANCY CITY OF T IGA RD jGOii1 ,�� +ryq,a!i p permit Ncz. 6305 --_-- ; .,• y Address: 9966 SW Katherine ' I`I Building Address: a one: IP B1cig. '1°WC 3N a �1� Occupancy: — Land Use Z Comments: ' t da of December 1s.ltil r ,. iven this 23rd y Decem 19. 86 Certificate is hereby g that said building may be occupied and that it complies with all g rove '> requirements of the Building Code for the City of Tigard, as approved by the ar Tigd City Council. .x y .l \ � 1I DeptB !!!di I peetor Fire D r` i3ut1d1nK Official 4,} Post Certificate in Conspic"I's Place YI: f �Ti;, i 'xt lit! nI —r-•r—r*T**�rt*"„T r ee.. nT T'r—� y , °r ' C �' V' Va f,� ,,N V �111.,r r� ul ���' +��►+ t' ie rYer :'`p� .,. .,f-4 t' (•I M r 1+'. `■ ,. ►�1Y�r' 41 - •`T �}eq.[ oda ^ty�n�qI �IIr 1N,1f ,�/ i t `:�, i r'! � 7 Aff �/"� '�4f. `'r y ���• � +l� 1".iw f��"��,1+�'C'. Ih t � 'M•.:. 11 a k +�'A'- y ��A• 1'' .� ly, �''YANI ';•I��� �J'Y T�'�,f�{� S�S �� � .�. •. �i7�RN .� +"� ad r ��`�- ++ 1� R• y��,r �. ��.' r.'��, jr�.y'.11 .,. �•r q� �'a+idFs �:� `do- .. /`�"�./`�— �.�.� t sr "A wr s u +a wr �ws wrl INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregor 11"93 Phone: 639-41r Type of Inspection -.._---- Date Requested— Z !� — Time "7_— A.M._. P.M. Address _-�.1�'�._ = - �''T�"rN�d�i/ill� Permit #__ —_--_ Owner_ ---— ----- — — Lot Bwider The following Building Code deficiencies are required to be corrected: OV � /�l fai'�r'7.J E .__M AN1 w/ E tri T - v 'tTt-1t :C-, 1252%2I7- O F _sS. ) �i2c.,�i r��, ��1 C��t1�.__JaL<�•c� N C.?__taLsl__�sl�L�l3L�2Er'- 4 J_Lba.J11Li2�.-__ 1 I/U rl�=l`_S. 7K -- r=k2�vk,Nk-V c_C>otFFGT/©NS -- S-1L2n/. Presented to — ❑ Approved Inspector -__~ _ _--_ Disar proved Date ----�--- --/� ---- CALL FOR REINSPECTION YES ❑ NO wwr � w INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone 6:19-4175 � ��5-��------ - p., of Inspection �' e�y A.M. P.M.PM Date RequestedNi�QPermit Address _. _ --_- Lot # Owner _ i Builder _.-_- - The following Building Code deficiencies a uir d to be corrected: ^� Approved — Presented to '---- --- ❑ Disapproved Inspector Date CALL FOR REINSPECTION YES 0 NO MA.CKENLIE/SAITO&ASSOCIA P.0 ,OREGON MACKENZIE/SAITO&ASSOCIATES,P.S.,WASHINGTON 0696 SW bANCROF7 STREET PORTLAND OREGON 97201 1503)2249570 RECORD OF TELEPHONE CnNVERSATION JOB-C,J2��.f� ----- -- — --- JOB N 0 DATE-LZ----J-- --[.,e_ TIME-- ��—�� _ INCOMING CALL.—� PERSON_-_ , t OUTGOING COMPANY-_ 9,,4,, 35 ,�. _- pLl��?S�SKrSLQ I-Y---- -PHONE NO.— 4, SUBJECT:.—�/�tr��'� jC�L�Sir REMARKS �_- -----�-°�—gid►-b�____�����'_ � � �►���L�'_J�ti Q_���-_�T_------- tar g Iz C- XTE iL4 co — ----- --------- ._--__.,._._...�,� ----- —_---- - -- car:+' �T�N-�D� --------- ------------ -— G-, WJE. HQFE._� �a. l•� 1`,l _ _— --- �— - - - 0& -- 0?301 rr'+ DENNIR WPODI RTLMD, OREGA OF 00" - -- - -'- � Gores.• PSN�L ap V -----�• — f U z.�( E.a E.N D. Nal o.Lr L. - L2? -4- EA , I E-xTElz SoFF IT SHEATH VES 4FY �E E. OF 6LLP'11'J�( � FINS WI Fes. . -' 2,14 4 W i MP oN �-'Tv��FQOfJT' _71 L a i=Lt"� AT �oNG l�JALL G2E_5'� ST > E.F 9- =9 ZFFF= L?ET, II="5 DATE MACKENZIE ENGINEERING INCORPORATED JOB NO PaG. lI God _ 0690S W BANCROFT STREETPORTLAND OREGON 9'201(503)224 955-1 SMT __z-OF 7+_ INSPECTION NOTICE City of Tigard Building Department P.U. Box 23397 Tigard, Oregon 9%223 Phone: 639-4175 Type of Inspection ----- Date Requ es ted A.M.___Y—_P.M. Address �1`A'C Permit Lot #_ i i Builder -- The following Building (;ode deficiencies are required to be corrected: — i a f i t Presented tc _ �._� Approved Inspect-.)r �--_ � ��� __�Disapproved Date CALL FOR REINSPECTION ,,[7I YES ❑ NO w w[ ata xw +wr ar* �.. asi as aw C;TY OF TIGARD MELof;NlANI Racoipt #/ cd _ CAL PERMIT Permit # Description City of Tigard Table 3A Mechanical Coda 0TY PRICE AMT �— -��---- - 13125 S.W. Hall Blvd. 1) Permit Fee -0- -0- 10.00 P.U. Box 23397 — --� Tigard, OR 97223 2) Supplemental Permit 3.00 639-4175 1) Furnace to 100,000 BTU _incl.ducts&vents 6.00 2r i-urnace 100,000 BTU I 't 7.50 _incl.ducts&vents _ ? Name of Development - 3) Floor Furnace 6.00 incl vent _. -- - Job Addiess _ - - Suspended heater,wall heater Address (- i(his A i7.1 �'/� _4) or floc,mounted heater 6.00 Map No. Vent not incl.in 1 of Block subdivision 5) appliance permit 3.00 Name(or name of business) G) Repair of heat;ng,refr ig., cooling,absorption unit 6.00 Mailing Addregs - Pt.one 7 Boiler or coma to 3 HP Owner ) absorp,ui fit to 100,000 BTU 6.OU 61 Stato Z;p --- Boiler or comp to 3 HP-15 HP e) absorp.unit to 550L,000 B1U 11.00 Name Boiler or comp 15-30 HP 9) absorp.unit /;,.-1 million 15.00 MailingAddress - Phone i Boile orcompto30-50HP 0) absorp.unit 1 --1.75 million 22.50 Contractor city state -- lip - Boiler or comp to 50 HP 11) absorp.unit 1,750,000 BTU 31.50 State Registration Nn. City Bus.Tax No 12 Air handing unit to 0,000 CI-M 4.50 I hereby acknowledge that I have read this application that the Information given Is 13) Air handling jnit � 7.50 correct,that I am the owner or authorized rgent of the owner,that plans submitted are in 1 0,000 ci + compliance with State laws,that I am registered with the State Builders'Board,that the Non po,table number given Is correct.(if exempt from State registration please give reason below). 14) evaf`trate ct.,)ler 4.50 Vent fan cot nected 15) tt;a Single duct 3.00 -�- -- ---- - _- 18► Ventilatinn system not - - Included to appliance pormit 4.50 Hood served by 17) mechanical exhaust 4.50 Signature(owner or agent) _ _ - -Gar Domestic type Describe work ❑ addition F] alteration [-] repair '_l 181 Incinerator _ 7.50 to be done _ residential ❑ _non-residential I Commercial or industrial Existing use of 19) type incinerator 30.00 building or properly Other i.e.,woodstove,water Proposed use of 20) heeter,solar,clothes dryers,etc. 4.50 Ibuilding or property_ 21) Gas piping one to four outlets 2 00 Type of fuel- oil 1-_I natural gas 1 1 LPG Ll electric U 22) More than 4-per outlet NQTICE - --- - -- - THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON- - _--- SI B-TOTAL STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 4%SURC14ARGE DAYS, 09 IF CONSTRUCTION OR WORK IS SUSPENDED OR — - - PLAN REVIEW 25%OF SUBTOTAL ACIANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED 'TOTAL Special Conditions Date issued.. —__ by RAMRAMAMrr as qs *wr INSPECTION NOTICE City of Tigard Building Department P O. Box 23397 Tigard, Oregon 97223 Phone: 6394175 Type of inspec*.ion Date Requestei Time.. P.M. A.M.__—____ Address G �' -- Permit # _ Owner — �t: ��'!� .� _.-- Lot # Builder --- Y / The following Buildinl Code deficiencies are required tee corrected: Pre!.ented to _ Approved Inspector / — ❑ Disapproved Date CALI, FOR REINSPECTION [] YES Ca NO sssr s7r 10� I&IUWA IWAL.w ----------------- INSPECTION NOTICE City of Tigard Building Department P,0- Box 23397 Tigard, Oregon 97 223 Phone! 839-4175 I Type of Inspection .___ -- - Time_-- A.M. ` P.M. Date Requested_-- -- - Permit # 3 --- Address _-. �.`�.G -- �'u` d'�.�G�n Lot Owner_ q_ � -- --A4 11 —_— Builder _ - uired to be corrected: The fallowing Building Code deficiencies are req Z— ❑ Approved Presented to � _ Disapproved Inspector Date _ _ — CALL FOR REINSPECTION VI YES El NO +es NNJLWWJE qffAwill.*rw ea ww! a. .wt Construction Inspection&Related Tests Carlson 'resting, Ince P.O.Box 23814 6 :. 12 Concrete TEST SPECIMENS Tigard,Oregon 972.4 REPORT OF - Phone(503)884-3480 Date Molded: _ 11 -11 _, lir 86 Job No. _QL-'-2K1 -- Permit No. Client: B.A. Project: The Cress-Ca- BiaildiD _ --- — Address: Tioard St & Contractor: g.A.Sri y & _— Sub Contractor: _ Concrete Supplier: —West?rrn RACific — Truck No. Ticket No. - Cast By: _ D. Hoff (R.A Gr Y & CQ• ) -- _ Test Time: — _— load Na _- i34 Weather; _—_. — Clear Temp. High: �4 --__ Temp. low: . — --- -- Slab Location of rlccement: _ _-- -- -------- --- Cu. Yds. ___ Concrete Temp: Strength Requirement: --�4QDlL_ — PSI (a._-28_-- days Slump 3"__ Cem%tnt Type Mix No./No. Socks Mix #442 Air Content Max. Aggregate— __— Admix. Amount: - Brand: Admix. Amount: _— Brand: Set Test® Register Date Date Unit Total Area —r Unit Report No. Days _Number Recd Test Wt. -- load — _PSI No. T 7 4229 11-12 it -18 106,170 28.27 3760 14 28 4229 11-12 12 - 9 -- 28.27 28 4229 11-12 12 - 9 —� 18.27 Remarks: Cc: City of Tigard --�.�__.�_ __----- --------------- — Mackenzie/Saito 1• Assoc. wx d.r wet ae �s vsa �r mr asst Construction InslrceNon&Related Tats Carlsson Testing, Inc. P.O.Rox 23814 REPORT OF 6 x 1.2 Concrete TEST SPECIMENS Tlgerd,Oregon 97223 - Phone 1503'884-3480 Dote Molded: -- 19_9St_ Job No. _5 -2961 Permit tib. Client: _H,.A _Gray & COI=ny-- —_------- -- -----__ —.__--- Proiect: _ Tht- Suess Cn,. Building Address: — Tiaard St. & Katherine — — Contractor: _R3A. Gray & Ch. Sub Contractor: Concrete Supplier: WesternPae'f1 lC �_-- Truck No. Ticket No. "- Cast By: D. Hoff j$.�;, ury &_-Co.1 Test Time: Load No. Weather: Cl.ear — --- Temp. High: -54 _— Temp. low: _ 34 Location of Placement: Slab —Cu. Yds. ,- _.Concrete Temp: Strength Requirement: 4000 PSI (a-e.g—days Slump�_" Cement Type- Mirt No./No. Sacks Mix J442 — Air Content- _ Max. Aggregate--.-.--.-- Admix. ggregate_-._._-.Admix. Amount! Brand: Admix. Amount: Brand: - Set Test® Register Date Date Unit Totnl _ Area Unit Renort No. Days Number Recd Test Wt. load PSI No. I 7 4229 11-12 11. -18 106,170 28.27 3760 14 28 4229 11-12 12 - 9 131,090 28.27 4540 18 28 4229 11-12 12 - 9 133,218 28.274 4710 1.8 cc: c'i t of Ti and Remarks: --- =-y------�---- ---- ---- Mackenzie/Saito ty Assoc. - —�--- - - INSPECTION NOTICE QQLG�-�Q—�_ City of Tigard Building Department r eaJy P.O. Box 23397 7 Tigard, Oregon 97223 Phone: 839-4175 Type of Inspection ��/1 }- � ���'�-- 1464 L-V�) Date Requested 'gime A. Address 7 Ti1-[ c - m fit_ Owner_ Lot 0 guilder z eA.4. f I^ L14 1..f i The following Building Code deficiencies ..re required to be corrected: Presented to ;Approved - Inspector 0--proved i Date CALL FOR REINSPECTION U YES ❑ NO INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspectionc, 2—o Date Requestad Time,--A.M. —"C- P.M. Address Lot Builder The following Building Code deficiencies are required to be corrected: Presented to Approved Inspector [/1 Disapproved Date CALL FOR RFINSPECTION U� YES L-1 NG Construction Inspcedon&Rclatcd Tests Carlson 'T'esting, Inc. 6 x 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS Tlgerd,Oregon 07223 Phone(503)"4-3460 Date Molded:_ 10 -24 19— 86 Job No. _ Pe-mit No. Client: R.A. Gray & ompany Project: _ The Gess Co. wilding Address: Tigard St. & Katherine Contractor: R.A. Gray & Cb. Sub Contractor: _. Concrete Supplier: Western Pacific PP Truck No. ticket No. Cast By:_ D. Hoff (R.A. Gray & Co. ) Test Time: Load No. Weather: Temp. High: Temp. Low: . Location of Placement: Cu. Yds. Concrete Temp: Strength Requirement: PSI ® 28 day%Slump Cement Type Mix No /No. Sacks Air Content __ Max. Aggregate Admix. Amount: Brand: Admix. Amount: _ Brand: Set Test® Register Date Date Unit Total Unit Report No. Das Number Rec'� Test Wt. load Area PSI No. _ I 7 4062 10-27 10 -31 98,950 28.27 3500 it 28 4062 10-27 11 -21 28.27 28 4062 10-27 11 -21 28.27 cc: City of Tigard Remarks: s+�„ti� o I "r. Construction lnspecdon R Related Vests Carlson Testing, Inc. 6 x 12 Concrete P.O.Boa 23814 REPORT OF _ _ TEST SPECIMENS PPhonde(5039)66664--3460 Date Molded: 1.0 —24 19 86 Job No. CP-2961 Permit No. R.A. 17rav & CClttpany 1 Client: The Cress Co. Building Project: _ — -- — Address: Tigard St. & Katherine — Contractor: R.A. Gray & Co. Sub Contractor: Concrete Supplier: We,3tern Pacific Truck No. Ticket No. Cast By: D. Hoff (R.A. Gray & Co. ) Test Time: Load No. Weather: — Temp. High: Temp. low: Location of Placement: Cu. Yds. Concrete Temp: Strength Requirement: ___PSI ®- 28 doysSlump Cement Type Mix No./No. Sacks Air Contant __ Max. Aggregate Admix. Amount: Brand: _ — Admix. Amount: Brand: Set Test® Register Dote Date Unit Tctnl Area Unit Report No. Days Number Recd Test Wt. Looe, PSI I No.Y 1 7 4062 10-27 10 -31 98,950 28.27 3500 1.1 28 I 4062 10-27 11 -21 -- 123,280 28.27 4360 17 — 28 4062 10--27 11 -21 28.27 125,925 1 4450 17 cc: City of Tigard Remarks: ---- IF Construction Inspection&Rrlated Tests Carlson Testing, Inc. ______- P.O.Boa 2N14 6 x 12 Concrete 'nperd,Oregon 97223 REPORT Of _ iEST SPECIMENS Phone(SM)U4.3460 86 CP-2961 Permit No. Dote Molded. 10 -�J ' 19 Job No. - Client R.A. Gray & CbFq:)any Proiecl: The Cress Co. Building --- Address: _Address: Z'igari St. & Katherine -- Contractor: R.A. Gray & 00. Sub Contractor. Concrete Supplier: Western Pacific _ Truck No, Ticket No. .�--- Lt. Hoff (R.A. Gray & CIO- ) Test Time: __ load No. Crist By: ---- -- 55 -- -- 65 Fair _ Temp. High: _._._.---- lemN. low+ - Weather:_-- — Wall panels 4`,19, 10 - — Location of Placement: — —__— Cu. Yds. ---Concrete Temp: - 40p0 Pcl ®- 28 do�sSlump—3" __Cement Type Strength Rogvirement: 3/4" Mix No./No. Socks Mix 742 Air Content — Max. Aggregate Air Admix. Amount: Brand: Admix. Amount:___ Brand: _ — Unit Report Unit Total Area Set Test a Register Date Date Wt load PSI No. _No. Days Number Recd Test .--- 28.27 3280 9 I 7 4018 10-24 10 -30 - 92,625 -- _ J 28.27 28 4018 10-2411-1 -20 — _- _ _ '18.27 28 4018 10-24 11 -20 -- 28.27 II 7 401.9 10-24 10 -30 10-24 11 -20 :8'27 28 4019 _ - 28.27 28 4019 10-24 11 -20 cc: City of Tigard -- - Remarks: _ Construction Inspection&Related Testa Carlson Testing, Inc. -- P.O.Box 2NI4 6 x 12 Concrete TEST SPECIMENS Tigard,Oregon 97223 REPORT OF Phone(503)6944M Date Molded. 10 -23 ' 19 86 Job No. CP-2961 Permit No. Client: -.F R.A. Gray & 0311pany Project: The Cress Co. Building Address: Tigard St. & &zthet ine _ Contractor: R.A. Gray & CD. Sub Contractor: Concrete Supplier: Western Pacific Truck No. _ — Ticket No. _ Cast By: D. (toff (R.A. Gray & Co. ) Test Time: _ load No. _ Fair 65 55 Weather _ Temp. High: Temp. low: Wall panels #19, 10 Location of Placement: _ Cu. Yds. Concrete Temp: Strength Requirement: 4000 PSI ® 28 days Slump_ 3 Cement Type_... Mix No./No. Socks__ Mix 742 Air Content Max. Aggregate 3/4" _-- Admix. Amount: Brond: Air Admix. Amount: Brand: — Set Test a Register Date Date Unit Total Area Unit Repnrt No. Days Number Recd _Test Wt. load PSI No. 1 7 4018 10-24 10 -30 28.21 92,625 3280 9 _ 28 4018 10-24 11 -20 120,554 28.27 4260 16 28 4018 10-24 11 -20 122,070 28'27 4320 16 II 7 _ 4019 10-24 10 -30 28.27 28 4019 10-24 11 -20 129,360 28.27 4580 1 16 28 4019 10-24 11 -20 1270600 28.27 4510 16 Remarks: cc: City of Tigard -- -- ----- ---- ------- ■ IF INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phoney 639-4175 Type of Inspection -- -- / `, - L 2 Time A.M._1 P.M. Date Requested_____-1-a-- l G`iC�`+� '-c Pgrmit #_G 3 D _ Address _ Owner-- _----- i✓L.f/t:J — Lot # — Builder —-The following Building Code deficiencies are required to be corrected: — - i Presented to — _—_—_ _ ---— --— Ij Approved Disapproved Inspector -----.---------- --- ---_ �_J Date - CALL FOR REINSPECTION 1 YES ONO r,onstr uction lnspactiun&Related Tuts Carlon Testing, In'. P.O.Box 23814 Tlgerd,Oregon 97223 REPORT OF 6 x 12 Concrete TEST SPECIMENS Phone(503)684-3460 Dont Molded: 10-21 19_Q— Job No. _ - — Client: _ k A Cray & C9N9DV Proiect: _ Tha C rasa ''p131da — - — -- Address: Tigard St& KatheLine Tigard Contractor: R.A. aav & Co. — Sub Contractor: — Concrete Supplier: Western Pagillic Truck Nn._ _ Ticket No. _ & Co U Hoff Tett Time: _ load No. Cost By: R A Gray _ ......_._ i.G:�•. Weather:— _ Temp. High: 64 Temp.. 47 -- Location of Placement: Wal 1 pan 1E -- - Cu. Yds. — Concrete Temp: —_ Strength Requirement: 4000 _PSI ® 28 doy%Slump 3" —Cement Type_ Aggregate 3�4 --- Mix No./No. Socks_ Mix #742 Air Content —_-- Max. Admix. Amount: Brand: Admix. Amount: _ Brand: Water Reducer Set Test® Register EDate Date Unit Toto! Area PSit RNo. No. Days Number Recd Test wt. Load — 28.27 3390 7 1 7 3995 10-22 10-28 95,893 _ ��- 27 28 3995 10-22 11-18 28. — . 7.8 3995 10-22 11-18 28.27— — _ I Remarks: Cc: City of Tigard _ — ------ - Mackenzie Saito & sac. .m .. a• as as Construction Inspection&Related Teras Carlson Testing, Inc. P.O.Boz 23e11 Tigard,Oregon 91223 REPORT OF 6 x 12 Concrete TEST SPECIMENS Phone(503)GM-3460 Date Molded: 1 n-21 19 Job No. CP-2963 Client: R_A_ — Project: ` be ( mag Address- Tigard Ka hp—r ne Ti nam Contractor: R.A. Gray—& (LO-- Sub Contractor. - Daci f is Truck No. ._ Ticket No. Concrete Supplier: Wester.. - CQ _ Test Time: Load No. Cast By: R_A_ _�"� off D H - _-_ -- - _ — 64 Tem Weather: _ Fair- _ �— Temp. High: — p• low: 47 location of Placement: _ Wall Mels. - —Cu. Yds. — —Concrete Temp: -- Strength Requirement: 4000 PSi @ 28 .__doysSlump 3 1 Cement Tape _ Mix No./No. Sacks Mix #';42 Air Content—_ — Max. Aggregate 3/4" Brand: Air Admix. Amount: _ Brand: _Wate-r F,Aucer _. Admix. Amount: r — set Tost® Register Date Dote Unit Total Area pSl Report No. Do s Number Recd Test Wt. Load -- - 90 I 7 3995 10-22 10-28 Y 95,893 28.27 33 7 10-22 11-18 127,617 28.27 4 :10 15 28 3995 _ •- 28.27 28 3995 10-22 11-3.8 — 126,223 4460 15 Remarks: —cc: --- Mackenzie/Saito b Assoc. INSPECTION NOTICE i City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested__ Time A.M. P.M. ter .Address � J v.--� � �•�'- ____ Permit Owner______-�_—, cT ��L -�* -- Lot # _ -I Builder --_.--- The following Building Code, deficien es are equir,d to be corrected: Presented to Approved - - Inspector / ---__--. D;;3pproved Date /r- � -- — ._ --- - CALL FOR REINSPECTION F-1 YES rJ NO GIAKMIKAX INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-417', Type of Inspection Date Requested Time � A.M.-P.M. Address Permit Owner Lot Builder The following Building Code deficienciestarequired to be corrected: � Presented to 1 Approved Inspector Disapproved Date CALL FOR RFINSPECTION Fj YES f7l NO Constn►c•tion/nspecdon&Related Tests Carlson Testing, Inc. P.O.Box 23810 6 x 12 Concrete Tigard,Oregon 97223 REPORT OF _ TEST�LN ENS Phone(503)684-3460 10 -16 86Job No.19 CP-2961 __ Permit No. - Client: � Date Molded: - R.A. Gray & CJattiPany The Cress Co. Building _. Project: -- Address: Tigard St. & Katherine Contractor: R.A. Gray & Co. Sub Contractor: ._ Concrete Supplier: Western Pacific Truck Nc.. _ Ticket No. D. Hotf (R.A. Gray & Co.) Test Time: load No. C.n;t By; 68 43 Fair Temp. Nigh: _ Temp. Low: Weather. -- Wall Panels Location of Placement: —--- Cu. Yds. Concrete Temp: - _ - Strength Requirement: 4000 PSI Qy 28- daysSlump 3" —___-Cement Type------ Mix #742 Max. Aggregate 3/4 Mix No./No. Sacks Air Content "__ Water Reducer Ai r Admix. Amount: Brand: _ Admix. Amount: Brand: -- Unit Total Area PSIUniReport Set Test® Register Date Date Loa —PSI No. No. Do s Number RecdWt.Test _ 28,27 I 7 3936 10-17 10 -23 79,568 2810 6 28 3936— 10-17 11 -13 28.27 10-17 ll -13 28'27 28 3936 — ---T-- 28.27 3110 6 lI. 7 3937 10-1"/ 10 -23 88,001 _ 28 3937 10-17 11 -13 — 28.27 28 3937 10-17 ll -13 28.27 cc: City of Tigard - Remarks: C;onstsvction Inspccdon&Rclated Tksts Carlson Tesw*t& Inc. 6 x 12 Cawretp P.O.eo:�Set4 REPORT OF TEST SPECIMENS Tgerd'��9 7223 Ph me(503)W4-3100 Date Molded: 10 -16 19X86 Job No. CP-2961. Permit No. Client: R.A. Gray & Ompany The cress Co. Building Project: �— Address: Tigard St. & Katherine 9 Contractor; R.A. Gray & Cb. Sub Contractor: Concrete Supplier: Western Pacific Truck No. _ Ticket No. - Cast by: D. [toff (R.A. Gray & Oo. ) __ Test Time: _� _ Load No. Fair 58 43 Weather: temp. High; ` Temp. Low: Wall Panels Location of Placement: — _ Cu. Yds. _Concrete Temp: ._ —3w— Strength 3wStrength Requirement: 4000 PSI a 28 daysSlump 3" Cement Type Mix No./No. Sce::ks Mix 742 Air Content _ Max. Aggregate 3/4" Reducer Admix. Amount: _ Brand: Air _ Admix. Amount; Brand: Water — Set Test®J Register Date Date Unit Total Area Unit r Report No. Days Number Recd Test Wt. Load PSI No. I 7 3936 10-17 10 -23 79,568 28.27 2810 6 --- 28 3936 10-17111 -13 int w 28.27 3590 13 - 56 3936 10-17 12-11 _ 28.27 II 7 3937 10-17 10 -23 88,001 28'27 3110 6 28 3937 10-17 11 -13 1.24,250 28.27 4400 13 28 3937 1 10-17 11 -13 122 163 28'27 4320 13 cc: City r)f Tigard-- Remarks: _.� -- Construction Lispeeriun&Related Tears Carlson `Peering, Inc, 6 r 12 Concrete P.O.Box 23814 REPORT OF TEST SPECIMENS Tlgerd,Oregon 97223 — -- – Plone(503)684-3460 Date Molded: 10 -16 19 86 Job No. CP-2961 Permit No. Client: R.A. Gray & Company _r-_ —. ---- --_ - ------ -- The Cress Co. Building Protect: -- - - - -- Address: Tigard St. & Katherine Contractor: R.A. Gray & Co_ — Sub Contractor: _ __— Concrete Su Icer: Western Pacific Truck No. . Ticket No. Cast By: D. Hoff (R.A. Gray & Cb. ) Test Time: -_ load No. Pair 68 43 Weather: _ Temp. High: _ Temp. low: _ Wall Panels Location of Placement: Cu. Yds. Concrete Temp: _ Stre igth Requirement: PSI ®28--days Slump 3" _Cement Type Mix No./I'-!o. Socks Mix #742 Air Content_ _ Max Aggregate 3/4" _ Admix. Amount: _ Brand: Air Admix. Amount: _ _ Brand: Water Reducer Set Test a Register Date Date ^Unit Total Area Unit Report No. Days Number Recd Test Wt. load PSI No. I 7 3936 10-17 1-0 -23 79, 568 2''27 2810 6 28 3936 10-17 11 -13 28.27 4 v 1 — 1ni,?t;l 35gn I 13 56 3936 10-17+ 12-11 121,610 2 8.27 4300 19 II 7 3937 10-17 10 -23 38,001 28.27 3110 6 28 3937 10-17 11 -13 124,2.50 20.27 4400 13 28 3937 10-17 11 -13 122,163 28.27 4320 13 cc: City of Tigard Remarks: _ __ _—_ INSPECTION NOTICE. City of Tigard Building Department P.O. Bur 23397 Tigard, Oregon 97223 Phone: 63:1-4175 j Sl-K-' e�ha Type of Inspection _._— ------ ---- ---- Date Requested_—&//J� --_y �— Time A.M•- P.M. Address — —_ Permit Ownar ___ Lot Builder The following Building Code deficiencies are required to be corrected: I i Presented :o roved Inspector � __ _ -__ � I Disapproved Date CALL FOR REINSPF.CTIOh' 1 YES ❑ NO .lwx ENKA AM MACKENZIE ENGINES" NG INCORPORATED 100 FF MACKENZIE/SAITO&A;:_JCIATES, P.C. LJ U690 SW BANCROFT STREET PORTLAND OREGON 97201 (503)224 9560 (5031 224 95;0 Dale: October 14, 1986 Project Number 286216_ To: Cress Attention: Scott CressM Project Name: Cress Please find attached: —shop drawings plans _samples _specifications copy of letter change order details calculations Number of copies: Description: 1 1-5 6 Ll & details xx For your use �._. For your review For approval _ As requested REMAWKS: Copy to: City of Tigard Brad Roast Signed: Bill Bailey/dd _ Mailed xx Delivered To be picked up If fncrosura a's not as nova Amery not ry ur of once Construedon Inspection&Related Testi Carlson Testing, Inc. 6 x 12 Concrete F.J.Box 23814 REPORT Of TEST SPECIMENS Tlgsrd,Oregon 97223Phone(503)W4-3480 Doh Molded: 10 -13 19 86 Job No. CP-2961 Permit No. Client: __ R.A. Gray & Company Project: The Cress Co. Building Address: Tigard St. & Katherine Contractor: R.A. Gray & Cc). Sub Contractor: __— Concrete Supplier: Western Pacific Truck No. Ticket No. Cast By: D. Hoff (R.A. Gray & Co. ) Test Time: Load No. ktai r 70 43 Weather: Temp. High: ---- Temp. lour: Wall Panels Location of Placement: — Cu. Yds. Concrete Temp: Strength Requirement: 4000 PSI a 28__daysSlump Cement Type Mix No./No. Socks Mix #742 Air Content _ Max. Aggregate_ 3/4" Admix. Amount: Brand: Air Admix. Amount: Brand: Water Reducer Set Test a Register Date Date Unit Total Area Unit Report No. Days _Number Recd_ _Test Wt. Load PSI No. I 7 J'73 10-14 10 -•20 102,970 28.27 3640 4 28 3873 10-1.4 11 -10 28.2 28 3873 10-14 11 -10 28.27 Ir. 7 3874 10-14 10 -20 82,166 28.27 2910 << 28 3874 10-14 11 -10 28.27 28 3874 10-14 11 -10 28.27 cc: City of Tigard Remarks: "�C�t'_T7Z_ _ ----------- ------ — ----- - Construction Inspection R Related Tests Carlson 'Testing, Ince 6 x 1.? Concrete P.O.Box 21814 REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)684-3160 2961 Permit No. Date Molded: 10 _11. - i9 8b Joh No . _-- Client: R.A. Gray & Catlpany _ --- — -- - _- Project: The Cress Co. Building Address: Tigard .3t. & Katherine Contractor: R.A. Gray & Co. _ Sub Contractor: - Concrete Supplier: -_*:stern Pacific _ Truck No. Ticket No. y` _ Casts D. Haff (R.A. Gray & CO. ) Test Time: load No_._ _ - Mair 70 43 Weather: Temp. High: _ Temp. Low: Wall Panels Location of Placement: -- Cu. Yds. _ _Concrete Temp: Strength Requirement: 4000 F51 a 28 days5lump 3" Cement Type—_ — 4lix #742 Max. A re ate 3/4" Mix No./No. Sacks_.__ Air Content-- Aggregate - Air Water Reducer Admix. Amount: Brand: Admix. Amount: Brand: Set Test® Register Date Date Unit Total Area Unit Report No Days Plumber Recd Test Wt, _Load PSI No. I 7 3873 10-14 10 -20 107,970 28.27 3640 14 28 3873 10-14 11 -10 133,870 28.27 47?0 12 28 3873 - 10-14 11=]0 132,142 28.27 4670 12 11 7 3874 10-14 10 -20 82,166 28.27 2910 4 28 3874 10-14 11 -10 28.27 _ 118,200 4180 12 28 3874 10-14 11 -10 28.27 116,829 — 4130 12 cc: City of Tigard Remarks: _—�_-M'_iCkmrtZi�{ ito-ft- -- -------_— -- - -- — — i INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 i Type of Inspection Date Requested__�_— 1 --1�--LQ---- Time A.M._JC_r•M• Address _ -j- � ' D --- permit #_ Lot Owner #_ Builder - The following Building Code deficiencies are required to be corrected: ca Presented to Approved Inspector ____ Disapproved Date _ _—____. _. CALL FOR REINSPECTION [] YES Ll NO MACKENZIE/SAITO&ASSOCIoA _3,P.C.,OREGON �j MACKENZIE/SAITO&ASSOCIATES,P.S.,WASHINGTON -T 0690 SW BANCROFT 5TREET PORT,ANU, OREGON 97201 (503)224-9570 RECORD OF TELEPHONE CONVERSATION JOB--- JOB N0. DATE— �0 ��' TIME '¢ INCOMING CALL ✓ __ PERSON_ OUTGOING CALL-- COMPANY ALL —COMPANYn QA`r' G'd — PHONE NO.. 601 Z1 SUBJECT: REMARKS �t N I�w TC MOVL � f' �Crf',I$7, Ghfkjj '� O QENE.�, �1 T�1t: A r < I (: '.J THIS W 16.L.. A.GN IEy" ' �` I I �VII GLr n I.'.. G'(LCNI FRAM 'i'I��c l�t�T,-,: D2 FA.--t. , 'Tj*E; 6o1 —:4, (-T02. I".. PoS.,Tfol) -r�- E , .�. a�� ''f► I `�rz.l ori r- A L -rc I ' er nc.c o f= �._►�. c... T►� 1 II�� s► �c�..� �v2 G.overuc-.,E e,0 Q T /%['i D t:. r A. ok C C r-. IV A 0 A 122 1710 TI 12 F t j MACKENZIE/ AITO&ASSOCIAL;:., f,C.,OREGON MACKENZIE/SAITO a3 ASSOCIATES,P S.,WASHINGTON r Cl � 0690 SW &4NCRDcT STREET PORTLAND.OREGJN 97201 (SM)224-9570 RECORD OF TELEPHONE CONVERSATION R.A. GRr.Y 8. CO JOB CQ _-PCU I I.DiNG� .'OB NO. 2 e4V I Coe DATE /O �9 �bCo _ TIME �O l s' INCOMING CALL &I--" PERSON_ )4-Gt%J A NJ DILE kj 5 OUTGOING CALL_ _ COMPANY�_A_&,P- 11 _ PHONE NO.- La3n -g2IZ_L_ REMARKS—j-C-a +_1 OU LP Z.�.T}tER.• �(LO�/I LSE FN M _ ' LOI/J THE 'PLPN:1 oyIinr G 1L I N t' I I'1 k.:. S1LJi R 1 PSE. C L o W t ti EM fbC�� �kS 1(J 2. __ ��S SNo I•�� � 2 - T� a 0 �M � ---------- LAM ibtl T-U PAN E;L. �I ESJC le-1- AS r -I- P hs• r ffilffx��MEM Mika MIKA Conatracdon Inspection a Related 71ats CarLson Testing, Inc. P.O.Box 23014 ngard,Oregon 07223 6 x 12 Concrete TEST SP_ ECr s CP-2961 Permit No. Phone(503)664-3480 REPORT OF 10 -3 - 19 86 Job No. Date Molded: Client: R.A. Gray & Company The Cress Co. Building Project: - Address: Ti and St. & Katherine — R.A. Gra & Co. — Sub Contractor: _ Contractor. Ticket No. - Concrete Supplier: Western Pacific Truck No. Gray & 00.1 Lo. : No.D. Hoff (R.A. Gr y Test Time: _ __ _----- ._-----�---- Cast By: 66 49 Fair Temp. High: Temp. IoW - Weather: Location of Placement: — Cu. Yds. _ Concre,e Temp: — — �•m- .t Type-- -- 4000 PSI ®— 28—daytSlump ---- Strength Requirement: r— Air Content Max. Aggreg 'e — Mix No./No.Sock. Admix. Amount: Brand: ----- Admin. Amount: Brand: Unit Report llnit Total Area No. Date Date PSI Set Test® Register Recd Test Wt. Load No. Do s Number 28.27 2710 3 _- 3776 10-4 10 -10 76,739 . I 7 _ - 28 :3776 i0-4 10 -31 28.27 _ 28.27 28 3776 10-4 10 -31 _ ___ --- - 28.27 2110 � 3 II 7 3777 10-4 10 -10 59,535 -_- 28.27 28 3777 10-4 10 -31 - _ - 28.7.7 28 3777 10-4 l0 -31 — cc: City of Tigard Remarks: ;�'dCkPifZ _ Construction InsptWion&Related'rests Carlson Testing, Inc. 6 x 12 Concrete P.O.Box 23814Tigard,Oregon 97223 REPORT Of TEST SPECI',AENS Phone(603)MM-3460 Data Moldt-J: 10 -i 19 86 Job No. -CP-2961 Pe-pit No. Client: R.A. Gray & Company Project: The Cress Co. Building _ Address: Tigard St. & Katherine Contractor: R.A. Gray & Co. Sub Contractor: Concrete Supplier: western Pacific Truck No. __ Ticket No. _ Cast By: D. Hoff (R.A. Gray & Co. ) Test Time: load No. Fair 66 49 Weather: _ Temp. High: Temp. low: location of Placement: Slob Pour Cu. Yds. —Concrete Temp: Strength Requirement: 3001 PSI ® 28 t aysSlump —Cement Type Mix No./No. Sacks _ Air Content_ Max. Aggregate_— Admix. Amount: Brand: _ Admix. Amncnt: Brand: SeoTest a Register Date Date Unit Total Unit Report No. Days Number Recd Test Wt. i load AfeO PSI No. I 7 3776 10-4 10 -10 76,739 28.27 2710 3 28 3776 10-4 10 -31 106,590 28.27 3770 10 28 3776 10-4 10 -31 �— ' l8»27 104,947 3710 10 lI 7 3777 10-4 10 -10 59,535 28.27 2110 3 28 3777 10-4 10 -31 94,130 28.27 3330 10 28 3777 10-4 10 -31 95,927 28.27 3390 1 10 i Remarks: cc' City of Tigard Cor-'vcdon Inspecdon&RclAtcd T'cste (Carlson. Testing, Inc. 6 x 12 Concrete PO.Box 23014 REPORT OF TEST SPECIMENS Tloerd,Oregon 67223 Phone(603)666.3160 Dote Molded: 10 -1 , 19 86 Job No. _ Permit No. Client: R.A. Gray & Ompany Project: The Crt -is Co. Building Address: Tigard St. & Katherine Contractor: R.A. Gray & Co. Sub Contractor: . Concrete Supplier: western Pacific Truck Pio. Ticket No. Cast By: _ D. Hoff (R.A. Gray & 00.) Test Time: Load No. � W,ao cher- Fair _ Temp. High: 60 Temp. Low: 45 Location of Placement: Floor slab 2 sets Cu. Yds. Concrete Temp: Strength Requirement:._ 4000 PSI a 28 daysSlump .Cement Type_ Mix No./No. Sacks 6 sack Air Content_ Max. Aggregate 3/411 Admix. Amount: Brand: W/A.E.A. Admix. Amount: Brand: Water Reducer Set Test® Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 7 3731 10-2 10 - 8 76,352 28.27 27002 28 3731. —_ 1 10-2 10 -29 28.27 —� 28 3731 10-2 10 -29 28.27 — �II 7 3732 10-2 10 - 8 114,100 28.27 4040 2 2.8 3732 10-2 10 -29 28.27 28 3732 10-2 10 -29 28.2'7 Remarks: CC: City of Tigard CarlsonTesti�ng, Inc. Conatnrcdon/naprrtion/4 Related Teats 6 x 12 Concrete REPORT OF TEST SPECIMENS P.O.Box 23614 T19e►d,Oregon 97223 Phone(503)694-3460 Dote Molded: 10 -1 , 19 86 CP-2961 Job No. Permit No. Client: R.A. Gray & QoRmny -------------- Project: The Cress CO. Building Address: T19ard St. & Katherine Contractor: R.A. ray & (b. --------- Sub Contractor. Concrete Supplier: Western Pacific ---- Truck No. Ticket No. — Cott By: _____ D. Hoff (R.A. Grp & Co.) "— Test Time: load No. Weather;_ Fal r 60 45 Temp. High: Temp. low: Location of Placement: Floor slab 2 set, __._ --` Cu. Yds, Concrete Temp: _ Strength Requirement: 400(, — --- ---._.._ PSI ®, 28 _daysSlump Cement Type Mix No./No. Sacks 6 sack • Air Content Max. Aggregate. 3/4" . Admix. Amount: Brand: W/A•E.A. Admix. Amount:Re t Test Brand: Water Reducer ° DcY® Number ster Date Date Unit Total ` Recd Test Wt. load Areo FSit Report 1 7 3731 10-2 10 - 8 No. — 76,352 28.27 2700 2 28 3731 10-2 10 -29 — 119,311 28.27 4720 8 28 3731 10-2 10 -29 118,260 28.27 4180 t 8 II 7 3732 10-2 10 - 8 — - 114,100 28.27 4040 2 28 3732 10-2 10 -29 — _ 136,650 28.27 4830 8 28 3732 10-2 10 -29 - 135,196 28.27 4780 8 Remarks- cc' City of Tigard Con.."tructdon Inspection R Related Tests Tstng,Carlson IP.O—. Box 23814 Tigard,Oregon 97223 6 x 12 Concrete TEST SPECIMENS Phone(503)U4-3460 REPORT OF Permit No. Cp-2961 9 _2.] 19 86 .ob No. ._�---------- — Dale Molded: __— Client: ------ R.A. Gray&_ The Cress Co Building_ Project; _ Address: Ti and st. & Katherine --_- ____ Sub Contractor: _ R A Gr av & Co.____ 12278 Contractor: Ticket No Truck No. 37—9- , Concrete Supplier: Western P if i ` Test Time: . Load No,J----__ 50 Cast By: _ - -�— 75 — f,_ _ Temp. . ,dh: --------" Temp. Low: Weather: _ Footings _----- —'— Location of Placement: Cu. Yds. —Concrete Temp: ._ --- —�— 3" Cement Type --- ' 2500 ____--__PSI ® — 28 doys5lump----- Strength Requirement: _ Max. Aggfegate_.^-------- Ai•Content�------ Mix No,/No. Sacks_— Brand; Brand: _ Admix. Amount: — Unit Report Admix. Amount: - — Date Unit Total Area PSI No. _ Register Date Test Wt. Load Set Test® Number ReC d 27 3240 1 No. Days 9-24 9 -30 9].�6F37 28. 7 3642 ---- —_______— I 28.27 _ 28 3642 9-24 10 -•21 _ - -- i 28 3642 9-24 10 -21 4_c: City of Tigard uc. — — —_—_------------- --"--- -- _-"_` Remarks: -- Construcdon Inspection&Related Tests Carlson Testing, Inc. 6 x 12 Concrete P.O.Box 23814 REPORT Of TEST SPECIMENS 71peM,Oregon 97223 Phone(603)W4-3480 Date Molded: 9 -23 _ 19 86 Job No. CP-2961 Permit No. Client: R.A. Gray & Company Project: The Cress Co. Building—_ — Address: Tigard St. & Katherine Contractor: R.A. Gray & Co. Sub Contractor: Concrete Supplier: Western Pacific_ Truck No. 379 Ticket No. _12278 Cast By: - D. Hoff (R.A. ,ray & Co.) Test Time: Load No. 75 50 Weather; Temp, High: Temp. Low: Location of Placement; Footings -- --Cu. ids. -- Concrete Temp: Strength Requirement: _ 2500 — PSI ®_-A—--doysSlump-. 311 _Cement Type Mix No./No Sacks_ _ Air Content_— — Max. Aggregate 3/4" Admix. Amount: Brand: _ Admix. Amount: ._ Brand: _ Set Test® Register Date�- Date Unit Total Area Unit Report No. Uays _ Number Recd Test W.t. Load PSI N ,. I 7 3642. 9-24 9 -30 91,687 28.27 3240 1 ` My 28 3642 9-24 10 -211 ' 118,420 28.27 4190 5 28 3642 9-24 10 -21 — 2827 116,227 . 4110 5 Remarks: CC: City of Tigard —_�__ Mackenzie/Saito&AS s oC. -- —- - -- ---- ----- -- -- _ Gonstn[cdon Inspection It Related Tests Carlson Testing, Inc. Aft P.O.Box 23814 T19prd,Oregon 97223 Phone(503)684-3460 CP-2961 Joe No REPORT OF IN-PLACE SOIL DENSITY TESTS Permit No. Client .— Se^+ere-22, 1986 ProjectThe ` Soil Description 34" — 11—rack frm Arogre ss Tach' R 11C1dSt1^ _ Max. Dry Density 129"5 lbs./cu. It Optimum Moisture A-6 % Method of To-.t WrlPar 3411—R o.r[ or TelrTrue IN-PLACE aENf1Tr TnT wo. TEST LOCATION t►Ty war o�w[ lu[.icu. rr.l COMPACTION _22_ 123.0 95.0 Foot-_iag in ��,= rornc�r 2 9 122.6 94.7 —22 oast end irarip 10.7 139.8 126.3 97.5 _ .footing west- P-nd math foo ina Irade 9.71. 41.81 29.3 99.8 9­22 5 Footing in mrnpr Bradt- 1 0 * ait-_nn- splah fill N-W_�ye4j-Qu_._, �. 9 9-22 *7 Slab_grade1 center flab final — made 14.3 133.6 116.8 100.3 — --- -- ' 22 *8 181abqrade S.E. section _ 'rade 114.6 134.3 117.2 100.6 9-22 *9 S1 rade N.E. section _ rade 14.: 131.2 114.8 98.5 Rr'moiks_ CC:_ t3—af-Tigard — _�__ Mackta_zie/Salto & A4.aryP.__— _ -- ___CL_ro-jprt rrrk 1 1 k `i_ka__J_J_. _ — CAPLSON TESTING INC C,onstrwdon Inspection&Related Tests Carlson Testing, ince w P.O.Box 23814 fl98rd,Oregon 97223 Phone(503)"4-3480 September 16, 1986 #CP-2961 R.A. Gray & Co/npany P. O. Box 23516 Tigard, Oregon 97223 Re: Cress Building 9960 S. W. Katherine St. , Tigard Gentlemen: At your request, a soils investigation was conducted at 9960 S. W. Katherine Street in Tigard, Oregon for the proposed Cress Building. The investigation was conducted at '7:00 a.m. on Sefi'-e t)er. 10, 1986. 'It.uo test pits %%-ere dug to a depth of five feet. One pit was dug at the southeast corner of the property, and the other was dug at mid-po.4-nt of the north line. Both pits indicated very hard, dry clayey-silt to the full depth of the test pit. 'Top soils had already been stripped from the site. All exposers excavation had been carried to clean, undisturbed native soils and all fills have been supervised and compacted in accordance with the specifications. Neither free water nor excessive moisture content was detected .in either test pit. Footing pressures of 2000 pounds per squaree foot may he used for footing design. Eng.inec.rino or consolidation testing oerc neither re(-pie-ted i­tt !-k`rf ormed If. there are any further questions on this matter, please do not hesitate to contact our office. Very truly yours, C SON TESTANG, INC. DDD:llo CC: Mackenzie/Saito & Assoc. City of 'Tigard CITY OF TIGARD 639.4171 6 (j BUILDING PERMIT DATE _[,�19 OWNEk-- - Seutt Cr. s.4 TAXMAP –! 61W LOTNO. �(ZSUBDIVISION _ [9G L '--�' - St.— JOB ADDRESS X31) SW KAtberiav 8011 OER SS_ .—� - � c . - ---- - S FATE REG.NO. BUILDER'S PHONE --------- .-- j � - EXP.DATE ARCHITECt lackeusia/94ito ! - ---•------____ ._._�__ —__.._ _. PHONE 224-9510 STRUCTURE �-] NEW OTHER ❑ REMODEi_ L7 ADDITION i , ------_____ ,___REPAIR [ MuVE *'OTHER DEMOLITION RESIDENCE 41 COMM r' EDUCA-ION I IND 1 RELIGIOUS ACCESSORY GARAGE OCCUPANCY ,__LAND I1Sc ZONE � �_=�----- UT-HER [-1 FENCE — '' BLDG TYPE __ FIRE ZONE - Sitevork permit includes redita -- PLAN CHECK NCK BY _ HEATM 9 P pavin ,a voor - ULd.s�..pin; unci irri6atiun. --� --- -,EWER PERMIT N OCC LOAD FLOOR LOAD - --- - - HEIGHT NO 5T'ORIES - __,^_BUILDING DEP_ ARTMENT-- AREA-_- N J pFDR00 VALUE L - SETBACKS FRONT REAP Petmit _ 2�0•�j�l LEFT SIDE _ RIGHT SIDE THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Plan Check 169" _ REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE PI.Ck.Fire -�WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE --- -_ RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax 10.42 TAX PERMITS.SEPARATE PERMITS REQUIRED FO SEWER,PLUMBING AND HEATING. Total 440.25 SDC - - APPLICANT OR AdEN7—'` Prepd. PDCN ___ ' Due 440.25 Receipt Nv:" ADbkE S ~"'--- - -- PHONE -- Issued By Approved By _ — -— PLUMBING DATE DATE INSP. TYPE INSPECTION REMARKS _ ---� Gontroctor / Permit No. _ Q Rough in FiRture i Ac .L'd � , Q.assYil:aer� — Final HEATIN" Contractor -- - -- -- Permi'.No -- —` _ Gas or U'I — - Rough in _ -- - ---- Final _ _._—__ _--------------- — SEWER Final -- DRIVEWAY -- —.-- ------ Final ------ — Storm Drainage --- - --- _ (Hain Dram)Final ------- Sidewalk _ _— ----' -- Curb A Street Final - — -- ----- Approach CERTIFICATE OCCUPANCY Final _ BLDG.DEPT.FINAL TEMPORARY - CERTFICATE OCCUPANCY Landscaping Zoning Final 1 CITY OF TIGARD 639-4171 6 3 0 BUILDING PERMIT DATE 19 TAX MAP 2 L NO. IOU OWNER 4toLt Crags 7" SUBDIVISION JOBADDRESS BUli-DER STATE REG,NO. EXP.DATE BUILDER'S PHONE 9-7 ARCHITECT Nackkauzie/sa CO PHONE -224-95711) CTHER STRUCTURE 1� NEW REMODEL P ADDITION REPAIR i -- MOVE L! OTHEn DEMOLITION RESIDENCE Comm EDUCATION IND I RELICAOUS ACCESSORY I GAPAGE OTHER FENCE OCCUPANCY LAND USE ZONE BLDG TYPE FIRE ZONE__PLAN CHECK BY HI-AT— wLrUCL two story (LcncreLt, -Li1L—;jL)) of is iw jjfj%t!ac, por anni ed glans. SEWER PERMIT N OCC.LOAD FLOOR LOAD HEIGHT NO STORIES AREA 139555NO. BCDROOMS V A L U 1-10 BUILDING DEPARTMENT 11 I SET BACKS FRONT REAR I EF T SIDE RIGHT SIDE Permit THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE Plan Check 123,45 WORK WILL BE DONE 114 ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE MI'T'l— �WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE PI,-Ck.Flte-- 445,2u RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax 44,52 T�!�ERMIIjjebPtMjk,PERMITS REQUIREQ FOR SEWER,PLUMBING AND HEATING. TotalSDC— 104—Z,126.170.00 T1 PDCN APPLICANT OR AGENT Prepd, al.Due %7oo.69 Recqipt No. ADD4F8—S PHONE Issued By Approved By DATE INSP. TYPE INSPECTPON REMARKS PLUMBING DATE' Contraclor Z f Permit No ryTr 3 �-�- (c' <<YJ car-Q�C�-ri��— Cv% __._.- Rough in j ---- f / Fixture Final o HEATING yV9.�{. 11 %.n , %%'irir-<< •,__ _w-4'o-L'� �1='1' r=_ -- L6. I Z 9 Contractor ST _ ' S Permlt No JTf' '.7•V / s /4.' �_-_L.�/_ ��� .-a __—_—_— f_ Gas or Oil `AJ Rough in -- -�d�1� _ Final SEWER Final DRIVEWAY f Final Storm Drainage (Rain Drain)Final Sidewalk 3 -- — Curb&Street Final Approach BLDG.DEPT.FINAL TEMPORARY CERTIFICATE OCCUPANCY Final n x L A CERTFICATE OCCUPANC'f �. >f / y�— 1 /- landscaping ,�(A4" — �--'--.-- ---��---^ Zoning F final 1 tw a• v IConatrucdon lnxpectlon d Related Teets Carlson Tcsfing, Ince P.O.Box 2.1614 T19ard,Oregon 97223 Phone(503)6U-3160 CP-2961 JIM No REPORT Of IN-PLACE SOIL DENSITY TESTS Permit No. C I Lnt_�Z, s * & �any Septr�ilf]er 10. 1986 project. The Crams 1^n {Aiiildiog -- Soil Description 1" reject rork franProgrPa4 - Tested by: R. Dodson Max. Dry Density 110--1 lbs./cu. ft. Optimum Moisture_ 18.5 % Method of Tev Nuclear 3411–B I1411.0 IN-PLACE DENSITY o•rt or ruT TEST LOCATION uta. un OMruat usa.ltu. rTJ r[u r0. ►T� re. I_ cru►�ti o. _ S, w 21 15.3 134.2 112.9 100+ 2 2 17.4 124.6 106.1 96.2 n _ lc" 15.0 132.5 115.2 100+ 4 N.W. section — 1` 19.3 125.4 105.1 95.3 I City. of_M-c arri-_ ___—_��__ _— --------- -------------- ---Mar-k-ri� CARISciw TESTING INC Conthvedon Inspecdon&Related Teats Carlson Testing, Inc. P.O.Box 23814 Tigard,Oregon 97223 Phone(503)6U-3160 CP-2961 Poo No REPORT Of IN-PLACE SOIL DENSITY TESTS September 8, 1986 Client_ R.A. Gray & CaTpranxr_ Project The Cress Co Building Soil Description 3/4" Reject Rock frau Progress Max. Dry Density 110.3 lbs./cu. It. Optimum Moisture 18.5 % Method of Test_Nuclear 3411-B /Ilio IN-PLACE CIENSITv o•1I or rtt+ T E S T L O C A T I O N IF too. olt+uxt 1►ot./cu. /rJ alas eo. Il. No. 1 caw/•tru" - wit gayN 9-8 1 Southwest Section of Bldg. Pad 1 14.8 120.5 105.0 95.2 9-8 2 Southeast Section of Bldg. Pad 1 16.6 122.1 104.7 94.9 9-9 1 Center @ West End Pad 1 16.6 121.8 104.5 94.7 9-9 2 Center of Pad 1 14.0 132.7 115.6 100.0+ 9-Q 3 Solttheast Section 1 1.9.0 120.0 1.04.3 94.6 Remarks cc: Mackenzie/Saito & Assoc. - — --Z'ify oT _� - ------ CARSON TESTING INC �F��; , 2_ m► ►�o tz.. Rims fl�� o� ��s � ��) AV&S /c0t&Tt13 L, I P,N T I iJ U c!(C 11T 111 U AnUGS Aq VLA C.A ��►� aAs �a rJs �w MACKENZIA ,ITO & ASSOCIATES, P.0 , OREGON 4 MACKENZIE/SAITO&ASSOCIATES, P,S.,WASHINGTON ARCHITECTS-11L ANNE RS 0690 SW BANCROFT STREET PORTLAND, OREGON 97201 (503) 224-9570 August 25, 1986 City of Tigard Building Department Attention: Brad Roast P.O. Box 23397 Tigard, OR 97201 Dear Brad: RE: W.H. Cress Project, Located off of Tigard Street on S.W. Catherine Project Number 286168 In response to your request, we are forwarding you a letter to cover some of the outstanding plan check items that you have. 1. Regarding chapter 53, energy code division: To the best of our knowledge, mechanical and electrical designs of this building will conform to the requirements of the Uniform Building Code, Chapter 53. 2. The future office deck on second floor will be labeled as storage and posted for a 70 lb. live loading. 3. Back wall of building which is within 5' of property line: All joints will be stuffed with fire safing to provide the one hour, separation. 4. The building will be classified as a-5N sprinklered building. 5. Clarification of roof nailing: Nailing will be 8D common at 6" on center at all plywood edges and at 12" on center at all interior supports. 6. Roof straps: You had requested an idea of the size end number of nails required for each strap. We are including with the letter a couple of detail sketches which will indicate the number of nails for each strap. 7. Code requirements for drinking fountain: We propose to provide paper cup dispensers in both restrooms in the facility. I hope this covers all the items which were of a concern to you. If you have any additional questions, please feel free to give us a call. Sincerely, Dennis R. Woods, Architect DRW/smk cc: Scott Cress IF ROOF SYSTEM �y NAILS TO TOP PLATE AND NAILS TO SUBPURLIN CONCRETE MALI. PRIM- SUBPURUN WALL CONNECTION NO SCAiZ I i e �we,>l.1 THg—,•1 AL 11r1GFS I IO�J Ai r =d' LL_ lk c.�►�. Tit-T -UP F::A 1E� IoN r sx rllvb �µn I., tTtxtt- II\l-To \VKit& Nj✓'s�Z- r9lG ~ROVar NP�.tL— iN c- L?/� NIHIL -•1 v C + v/�l SIMPsr>IV ST/LAPS rZy 1 c_1-1^12 G+C= ©tN,►' �..I Kq .l_-)/Z 1"�,.tv3vL e.�„Gri e._ /tom'— �q Cr•,v e:.q�'`/�../�. T'AB�c Oh' CUNTLNT Roue FKAMIP46 w,qLc P,gwt- LS FOUNOATIoNS F 2� FF I LATcf,AC �•rJN�: ct7cN; P DO 0 E "rte By --- ��--�---� -- ___----------- -----—_ _–_–__–----------- DATE JOB NO _ --— MACKENXIE ENGINEERING INCORPORATED SNT _OF_—- 0690 S W BANCROFT STREET PORTLAND,OREGON 97201(50)221-9560 r r �.► N x � tis QR f r zy� � I � 2 h Zt� � Zti 9 R uur I,uAPS 3 � 57.1 c��1Tt-�+►.,� ; W Lt yi6 rF At To f� •ill; r Am oc Hcy ►+ 116 L-e J �� a Nc-7 D L — - -_C C�'- — �— --------- — By DATE JOB NO MACKENZIE ENGINEERING INCORPORATED OF I ILII SNT �-- �-- 0690 S W BANCROFT STREET PORTLAND OREGON 97201(503)224.9560 J 64 Z 3,A /Gv Oc4.•J ce I Ar.ey 11 \ •0`15 vsE ti�l�b Oc:►w�F � � k AL= 2, •` s A L z �.8 ? 1 5 ---- �� 3----- --- -—--- - By--- - - �� ------- - DATE- MACKENZIE ENGINEERING INCORPORATED JOB NC 0690 S W BANCROFT STREET PCrITLAND,OREGON 97201(503)221.9580 SHT ._.OF ___ SS X41 M z y-7.341 'It �' 2'8 D-s34 5' S� = �z3z Arz - y S ( iI_z�l 159,1 I (JStr� 3/ti 12 l ( S S Z4 0 d n+ C S l.7R�t l 2'�y 1728 u z = 1.►64 CAt'0CK J2 = Q0c' 0 A' �, nc.e v�� h ltibx V t2LC - Ic -� 3ti.zs t ti6� - ��6-� Id, is K � = ieb•� k 6AL k = 6ou h V +ia.� 9, 34 i� - — -- GCEJ ---------- _ By--.--XI----- DATE NO MACKENZIE ENGINEERING INCORPORATED JQe kF 0690 S W BANCROFT STREET PORTLAND,OREGON 97201(503)224-9560 SHI ___OF r sem : lz ( _ � z�n� s ( zo.as /63.2 3/y Z << A -A /6i .t> T= ?-)s� Qo4,, IL 9 9D 16 �6`Zs1r2 (s-73:�V, � \ BY - _ _- ___ DATE �.-- I MACKENZIE ENGINEERING INCORPORATED JOB NO 2 I 6 0690 S W BANCROFT STREET PORTLAND.OREGON 97201(503)224-9560 SHT le-�OF T T zo 3 ss ir IZ�o --- -- -- Len— - --------- - -- ----- BY -- -- ------- - ---- -- --- - ---.- [LITE MACKENZIE ENGINEERING INCORPORATEDg ' JOB NO 0690 S W BANCROFT STREET PORTLAND.OREGON 97201 )503)2141560 SH f � OF-__ MIA&mw RAL if L 6 � 6 9 S- (3 uz o 2 (S,S-10%r1) 3(t•ts6,2 Es of - -- --- -�- --- __ BY ------ --- -- --- -- DATE MACKENZIE ENGINEERING INCORPORATED JOB NO -4--Af6 0890 S W' ?ANCROFT STREET PORTLAND OREGON 97201(503)224 9580 SHT ���___OF b 'T m �L ,_ r L s y L s li PAW 61, SI-AAA.AR'1 "AM.Lo (2) ►'�S e*,ta eo&tE, 1'h au vt:f• a u rt.oe F A of + (Z) 14 Al C.> ¢ 3/,,�,. c.,�.c� /hN�o O t AAc c '7)4 ►%ac Nd J S 3 (&7) a S EF 11 34'' ,1 (S ) as cF 3?.'• ccc) 7 Yy 4 +�e-k 5 (" ) ps tf f 1N 1 tE 3b Ac C21 AS PA,Ec �6E3 -bo q2" o 1 z`' E w A" P,b. e f- A2 Eyk3 1-1 A � GCr= OATS MACKENZIE ENGINEERING INCORPORATED JOB NO. —_ 0690 5 W BANCROF T STREET PORTLAND,OREGON 97201 (503(221-9560 5HT 1 OF 177 NVtaI�t_ P/4N6L* AI 'Y t, t:u t7 1. 1 our 1 P= = iy.3 P.;f I N v. /3 o PSt OuT' �v u Tt-1 W A t c G O c/,-w-' 1] p- ao,s t = ko3 Ttz�r = 1= 12 2, Of 5 i = 170 t - '1 q,1 11c el ej 3 el i oil Li "'A L> pot 16C 30LX C, wt = q• te K t At By Rz -------- — — -- ------- — -- — DATE MACKENZIE ENGINEERING INCORPORATED JOB NO—P--2— 0690 S W BANCROFT STREET PORTLAND,OREGON 97201(503)2219560 SHT P-2 OF 3 a " 6 Ff'f e-n u C e u c. jov G ri Z. IZ � (Gzzsl .�M� _ �. d ( ,�s� /. ti ( �•2) -+ �.� ( 2ti.�+ Ir. it,e, l Oaf tA 1-3 J ----- --- DATE _ MACKENZIE ENGINEERING INCORPORATED J08 NOall � T 0690 S W BANCROF'T STREET POPTLAND OREGON 97201(503)224 9560 SHT �__ __.___OF o Z = 2,71S fe� C� 12" - ----- - - CIATE L - MACKENZIE ENGINEERING INCORPORATED JOB NDS-- _ X690 S%V BANCROFT STREET POR%AND,OREGON Q7201(509)224.956) SHT _ • yk I{ REINFORCING STEEL Q N AREA( IN"2) O( IN) 1 �+C'L 1 I 1.02 2.7500 FC- 3.0000 FY- 60.0000 B- 30.0000 H- 5.5000 81- 0.8500 AXIAL-K MOMENT-K•FT A-IN COMMENT -215. 179 +4.811 2.6935 8p(0) -191 ,662 +6.686 2.4751 -169.472 +8.142 2.2568 42.923 +9,683 2.0385 -114.013 +11 . 131 1 .8201 -81 .774 +12.574 1 .6018 -44.632 +14. 153 1 ,3834 -37. 193 +13.942 1 .2862 BALANCED CONDITION -29.754 +13,671 ] . 889 -22.316 +13.340 1 .0917 -14.877 +12.949 0. 9945 •-7.439 +12.497 0.8972 +0.000 +11 . 985 0.8000 PURE BENDING 04 �h re 'K Ps PAA ec 2 2,03 " 9466, 36•� t F1-��T1ur �..o�Z� P �^ rn ra t- _ ti.8 tips) _ el z-es �-S (t•l,S - 3.6% L I r,tif J ` M m el R k BY-- - -- DATE - -- ---- - -- MACKENZIE ENGINEERING INC7RPORATED JOB NO 089P S W BANCROFT STREET PORTLAND.OREGON Q7201(503)224-9580 SHT OF __� i U �E rw Q1 Zo3 Z 0-16 �k �8 , el ( 3 Nt .c 0AG6 N AV,,b 49.1 s By DATE - - - - ,IOB NO _- MACKENZIE ENGINEERING INCORPORATED SHT -P7OF—�--- 0690 5 W BANCl1OFT STREET PORTLAND.OREGON 97201)503)224.9560 N AREA( IN"2 ) 0( IN) 1 0.62 4.1880 2 0.40 3.0000 FC- 3.0000 `-,A" e L 2 FY- 60.0000 B- 36.0000 H- 6.0000 81- 0.8500 ��/?Jeu Iti GE.G !,XIAL-K MOMENT-K«FT A-IN COMMENT -487.519 +20,793 4.9857 .BP(0) -437.47' +27.317 4.5059 -386.002 +32.169 4.0261 -334. 100 +35.237 3.5463 -277.665 +36.874 3.0665 -217. 160 +37.037 2.5866 -148.886 +35.918 2. 1088 BALANCED CONDITION -121 .436 +33.899 1 .8668 -92.388 +31 .429 1 .6268 -66. 103 +28.535 1 .3867 -44.069 +25.225 1 .1467 -22 .034 +21 ,474 0.9067 +0,000 +17.283 0.6667 PURE BENDING W Mti ore Zu•6 SIC c ,� .� 13 Ps r r w Ft 1&) •12 X1. 4 l�. _ )� 126 , 5 ..K 2. 46 'k Lo R ' CLQ KS AT 6066 ( ¢ �r c,► t2" C+Lu __ - -- --- -- - --- By_--_�- - -- --- - DATE - ----- ---.—— MACKENZIE ENGINEERING INCORPORATED JOB No 0690 S W BANCROFT STREET PORTLAND OREGON 97201(503)221.4560 SHT P OF___ awr M W ww .. .. +no REINFORCING STEEL N P.REA( IN-2 ) D( IN) -` 11 '02 3.0000 FC- 3.000 rY- 60.0000 ��lJk0t Lam(, B- x6.0000 )I' 6.0000 Bi- 0.8500 26i9.199 MOMENT-N;.F, A-IN COMMENT -?40.368 +6.787 2,8402 .8P(0)-214.320 +9.093 2.6184 -184.324 +10.941 2.3965 +12.6« 2. 1747 -12.138 +14.550 -116. 924 +16.14 1 . 9529 -77.343 f17 ori I1 .570310 B4.453 +17.08a I :3688 BALANCED CONDITION -SI .SS2 +17. 105 �� , -36.672 1 .2..63 +16.455 1 .087;1 25.781 4 15.664 0. 94'75 -12.691 +14.702 0.8071 +0.000 +13.600 C� 0.6667 PURI: PZNDINC re e-f � k f *�n Aw -,w .Rr nd r� �r •e +ter Rw P14 K.NF * 12_2t k c = �q, 3 j74,c4cNLf-Tn, c) ' I - /UPAL F,, vrh Ar �- Q ( 3° Zyb L ` ���.►r,otic e�rao(c 36 " Gv awn-j 0 PR1 A-1 66ff�n�c` 2 -3. 3 6 A S Lq FY. r IL � 7.2 � �,• �2_t S-� i 3.?i tit a l 1�•1 7 r1 �- I I� DATE ----- -- -- -- JOB NO _- -- --- r MACKENZIE ENGINEERING INCORPORATED 1��1 I0690 S W BANCROFT STREET PORTLAND,OREGON 97201(503)224.9560 1 c_w Ht 1��r -3I ) + In ( rZ0.S el � •may lis-2 ©Y---- ___...----- DATE MACKENZIE ENGINEERING PACORPORATED JOB NO 0690 SA BANCROFT STREET PORTLAND,OREGON 97201 1.50;,2249560 SHT _���..___OF__ _ 43 y6 4 REINFORCING STEEL. N AREA( IN'2 ) O( IN) 1 .24 :.4400 FC- 3.0000 FY- 60.0000 B- 36.0000 HR 7.2500 81- 0.°500 AXIAL-K MOMENT-K•FT A-IN COMM.EiIT -456.504 +21 .658 4.9335 .8P(0 ) -417. 948 +27.375 4.5674 -374.818 +32.974 4.2012 -329.669 +37.907 3.6351 -28'2.528 +42.290 3.4689 -231 .947 +46.290 3. 1028 -176.825 +50. 165 2.7367 BALANCED CONDITION -147.7)L4 +48.976 2.415E -117. 363 +47.003 2.0946 -89.412 +44.238 1 .7736 -56.942 +40.686 1 .4525 -29.471 +36.345 1 . 1315 +0,000 +31 .216 0.E105 PURE BENDING OA - - -� 19 Pit Uuo= ��8 Py _ el. ztc �. W 3 W3 el* c '� of k -71 F�-7�— FLL>� 14 21 1cf,1"s 44.37— = ab.Lot l fUry.t l Iu:oc.n 2.1 `t p l i /t = )z�10b 3.7.5 L L' � q � l l x"13 /k' B�"�►.« � �.�1 r cit = �� �3���1 '� (,ir •iS') _ �.3, �" , d ( 72 "1 Lu �s v cp= eli—_-7--- .3 Ali,ZIA 6 3 JAI R- o N►L 5i � .75� ' �•`� �� 3t (�dI �S) } 42r,S 332 , {1 DATE )OE NO MACKENZIE ENGINEERING INCORPORATED OF 0690 S W BANCROFT STREET PORTLAND OREGON 97201 J503)224-9560 SWT �� -- II.JI J l M•, - 33?"`I _ ti 24.z ''K - 3 5.E ' k re ,` 141 Z16 13 ) 1,66 Imo,I INS - �•5 7 K��t 2 M IA �1 \ 8 CA �. 66 1 1 By - ---- -- DATE_ -- JOB NO ---- MACKENZIE ENGINEERING INCORPORATED 0690 S W BANCROFT STREET PORTLAND OREGON 97201 (503)224-9560 SHT _ ,� OF f K v Uk 5 7 z 2 )( 1,6) - 3tiE, e, 4 _ CT LJ _ (- .2'0(041 . '1131( I l� v K I + ( � Tom. + C {� ( 1`i,h 1 1 �.13,f1F,�l14 u� g7. /`► ro7 . ' K T, = /3b,( 1'k O ►� sly,-- AL-- DATE ._ -- --- -- - JOB NO - MACKENZIE ENGINEERING INCORPORATED r 0690 S W BANCROFT STPEET PORTLAND OREGON 97201(509)224 9560 SHT — �"'OF — Z- CS REINFORCING STEEL N AREA( IN"2 ) D( IN) 1 1 .55 5.4400 FC- 3.0000 FY- 60.0000 8- 36 0000 N= 7.500 81- 0.8500 AXIAL-K MOMENT-K*FT A-IN COMMENT -470.752 +22.051 5.0478 BP(0 ) -48.024 +126.547 4.6626 -381 .737 +34.59 4.2774 -331 . 950 +40. 176 3.89« -278. 995 +45.235 3.5070 -221 .698 +49.993 3. 12i8 -158.225 +54.805 2.7367 BALANCED CONDITION -131 .854 453.622 2.4494 -105.483 +51 .807 2. 1621 -79. 112 +49.360 1 .8749 -52.742 +46.283 1 .5876 -26.371 +42.574 1 .3003 +0.000 +38.234 1 .0131 PURE: BENDING Oh re P IS � i 1., Jp: 169 mac= jbu coo L L�,,.orm 1 12 o 3.wi c ii M - z ''k q.► c 71 �It 04u - tlq.S ` k rue ."VI 10 reot � . R en 5 e.,,1 0 RA-1 �'� tZi• �Vli, r�.2S � � . ou L - ----- BY _' -+ ---- - - - -- DA'r. .. JOB NO ----- - MACKENZIE ENGINEERING INCORPORATED 0690 S W BANE ROFT STRFET PORTLAND.OREGON 97201 (x)31 224 9560 SHT - -/ OF' _-- -- eas s �r 'gar •.w 9w REINFORCING STEEL rd AREA( IN"2 ) D( IN) 1 1 .0? 3.6250 FC- 3.0000 FY- 10.0000 B- 36.0000 H- 7.2500 81- 0.8500 AXIAL-K MOMENT-KoFT A-IN COMMENT —313.099 +9.782 3.3591 .6P(0 ) —284.869 +12.636 3. 1,0311 —254.083 +15.318 2.8472 —221 . 106 +17.780 2.5911 —186.051 4410.006 2.3354 -1 +13. 1151 +271q. 1011101 2.047955 BALAN'';ED CONDITION -10E;.20E +t3:�B5 i .63f�8 -88.505 -70.804 +22.874 1 .4380 413. 103 +21 .779 1 .2451 -35.402 +20.400 1 .0523 -17.701 +18.736 0.8595 +7).000 +16.787 0.6667 PURE BENDING Ok bA � 1-7 i�7 8W.AL WA# MA MWA i FV,�j11JC, t b i 3 I `I S 2 �.Jf - -- F u u 't AA4 iR� I Z 1 M is orb 61 5'? Act" (A-1 A S y N b c u� FT,u n„(" S G4t40'1' 0`9 12 f�h,� AR �r IS '� S �� LtiVL� flf �JtS�•y Lr1titR U_.-- F-ix>71R�fa �► �f Q�'ruf I G,2 Mc b L> r; = Z S of --- — ---- DATE 236 � JOB NO –' MACKENZIE ENGINEERING INCORPORATED 0690 S W BANCROFT STREET PORTLAND,ORE30N 97201(503)224-9580 SHT 1—.. OF c"3 L ) R ouF re — Wit s��Al2 T k-,T-4� /A I t y �• a t � � �g� 1 � ► k.r-f -,b /c - - - By DATE------ MACKENZIE ENGINEERING INCORPORATED JOB NO _____s__,_ 0690 S W BANCROPT STREET PORTLAND,OREGON 97201 (503)224.9560 SHT 1cC_OF_ TWAIN 1 —— if Z A 1?u.i F 1. 5 L Olt f4 req - _ r�,u � 1 d 2 (Z . 15) 7it r23 �� 32P INTI f !L1 o r.,, 3� = 2-0 (Gt->1 -8S1Z.S�fitD��•2'� '• a Iv! --. _ BY �� ---- DATE ------ ---- JOB NC _-- (� MACKENZIE ENGINEERING INCORPORATED _ I 0690 S W BANCROFT STREET PORTLAND,OREGON 97201(503)221.9580 SHT __OF_ IWA mmil.M Z'2 0 CI 1 I'LWF 22.-) O 2ouF � 2. � p awl b _4 a AL TYe S ,3c Act= b ' 2,t1'.e) (6) a 2cL -s� 6 3 �� rr e J S-W_ 9v DATE-- -_-_. --_-.-- - MACKENZIE ENGINEERING INCORPORATED 109 NO 0690 S W BANCROFT STREFT PORI LAND,OREGON 97201(503)224-9560 SHT __��_OF_-��a e • '1 rb u�rn�t Z u F fv u4�++6 / = ,To - -- ---- BY�---_- ----- DATE------- 'JOS __-.--'JOS NO MACKENZIE ENGINEERIIVG INCORPORATED 0690 S W BANCROFT STREET PORTLAND,OREGON 97201(503)224 9560 SMT ._-.._.- a P�► < 23- 3S o ) !•i b PAlle L I. IP , 63 L 26.3 �) g reyy . 2��3.r 3� z 1'�t = -L-91 r7A 6 = Fk.�„e k et o 'l / 3 = 2� •3a 3-=� of 3�_2 Z6,j 43bt TA y y 3 K ( � = Syn 136A q _ 3�. S4 5ti,a „ 2,Hej k--T /N`+ DATE MACKENZIE ENGINEERING INCORPORATED JOB NO L_ 0690 5 W BANCROFT STREET PORTLAND,OREGON 97201(V,,31 224 9560 SHT Fb— OF _ ___ r-bo fwr- �( MvA,.t5,4c- • 9 ��► = 2.83 (6)(+2) C�lz _ 5�6 •.K 2 1 i ro 'S116 — - 1. +� 0 (60! . di 97 'r ,t S—` �."�'. BS (2.1 )(1Z)t4;) r16 "k O By DATE MACKENZIE ENGINEERING INCORPORATED JOB NO C590 S.W BANCROFT STREET PORTLAND,OREGON 97201(503)224-9580 SMT 7 OF FLx>T, �•, 3 K 1 77 ._ 23,3 n r�i�.•�� L4 o 0 H. 67 -- 0 l .�s 26.L� •c 90k et s,*-, CA - G 3. 01 �sf j� pry o� DATE -- -- ----- JOB NO MACKENZIE ENGINEERING INCORPORATED OF (1890 S W BANCROFT STREET PORTLAND,OREGON 97201(503)224.9580 BHT a / Ar vsE (tib " �1 E.W. 41 a,� `�3 c,w, By ---.. - LATEJOB NO -- ------ --- -- - r MACKENZIE ENGINEERING INCOFPORATED SHT.--f!4--OF 0690 S W SANCROFT STREET PORTLAND.OREGON 97201(503)224-9560 A-&wF �— � 3E. D 1, > b c I"int : 53.2 k n010-eLRAI 11 4C k �lo - iZ= -3 rA-11 b r q R C �G. o, 3rd`• \ 17 rj64R ♦- 2 S-3 - 3, o-s ku f -t/I, o,n BY __�� DATE�_�.--_----- JOB NO MACKENZIE ENGINEERING INCORPORATED 0690 S W FJANCROFT STREET PORTLAND,OREGON 97201(503)221-9560 SHT �'`� OF -- t.A bv� el Py ice( Lt A-7 DATE MACKENZIE ENGINEERING INCORPORATED JOB No(�_��__ 0690 S W BANCROFT STREET PORTLAND,OREGON 97201(503)224.9560 BHT r --OF_ : r A-, S ��t k 0 S'i 1c AQ ti - a.A •'85 (S.ttl� iR�. ., e►&e -- vi S-S t 3,ti ell Mh R 3.zz ( s-zs )(rte 2'-j7—s tl = 572 `JJ C � Ll i� F �, 2�t C a e� _ . h b3 ,e --Mp /-�,� 5 M-) "it By _ DATE JOB NO MACKENZIE ENGINEERING INCORPORATED C � 0690 S W BANCROFT STREET PORTLAND,OREGON 97201(503)224.9580 SHT 1_�i OF r 'i j Fu•�R � f S, o s p I6.S6 b IPbuF It QQ �7 q ♦k�j 2 '�L. 7� '01 y , 6 4 /'cam�.,�:�.� �� - i��•---�� ,�� ��, , 't.�i� � �ter,•� Z�7 /�J, l,.i,6. �j � •, 6ti (81h S Afpnot �►, = 3, `t f � C.�SL- 2.52 �t f) a � ok Or'-D.Aj Aoti _ BY - DATE__-- MACKENZIE ENGINEERING INCORPORATED "NO 0690 S W BANCROFT STREET PORTLAND OREGON 97201 (503)224.9560 SHT J(-_l OF____ 1 JA U = 3. 22. krPr o y CZ � qq l 2 a7 2.u3 2- A: 2,12 By---- - - ------ DAT FJOB N( -- - ----- - - -`--- - MI.,;KENZIE ENGINEERING INCORPORATED BHT OF 0690 4 S W BANCROFT STREET PORTLAND.OREGON 97201 (503)229`'60 -- - - -- ---- -__ Ul R,,uy r 2� y.a2 r 5 ° 2'1. LK-) c Hti.9 Z. rr, its (25) P, = C2S -�2•Sr 42 �i�►l�c 72 �It� S2 � n A,/, c 3.33 ( 2. r ! k� 1 ) as y d E.w. M� _ 3,►i (S�(►z) I� 2 Z � � �t�'fs �SIC By . .� lin (�➢ Qr • 59 ti ' DATE MACKENZIE ENGINEERING INCORPORATED JOB NO -- 0690';W BANCROFT STREET PORTLAND.OREGON 97201(503)221.8580 SMT. OF b I , i 1 Awo lip 771 i� A qt) I D � r^� �c�Ti tJ G S c..1-�� N A IZ� 512 G �,t-s+s�rsr !t 1 X71 s xs-d (4) s ><-r-3'' �5�-3'� �4)��x�-1''(4) 5 K4r I I //--� n , el f1�`• I S ' �' � 7) 4 1 G4C 1 e 1 o aIC G 2 BY b � E � DATE —_ — MACKENZIE ENGINEERING INCORPORATED JOB NO (b 0690 S W BANCROFT STREET PORTLAND,OREGON 97201(503)224.3560 SNT OF C 2�✓� a P,grlc c F'bo n N 6 � — ,�`g3 •3 �►1: ! J•8 � S L Are7S.3 _ fo 7 Fit tt A 22 lo.z c kr oc ( 2.73 .y 2, t 2 7 S y xl, - --- DATE MACKENZIE ENGINEERING INCORPORATED JOB NO S " O690 S W BANCROFT STREET PORTLAND,OREGON 97201(503)224-9580 SNT OF i i i Tom, I i cis?1.oe .0c 2 FuuTINF, HT 2 4 2 f1.3 I �ref3; QS - - -- ---- ---- ..,------ - By_ < 96, & JOB NO MACKENZIE ENGINEERING INCORPORATED 9) �C�•� i 06S W BANCROFT STREET PORTLAND,OR-GON 97201 (503{224-9560 SHT --�= __OF-�.__,. :.............. A, 1"S E f��r �. 0, r � 1 BY —1==— -- — -- ---— -` DATE - --- ----� — ----- JOB NO --- --- MACKENZIE ENGINEERING INCORP'OR ATEO gNT or'___-- CG?()S W BANCROFT STREET PORTLAND.OREGON 97201 Is 031 224.9580 Fco�� j.'AM#N6 D FF,GE ,7�7 Q�nw► r. c 2 83A4 -42s'h 3 3+/9 fir Ck (�r n o+r► 16 PI 2 1 Z`l= I I � Zti° 5O 1 k r�Jab-Ag I u ME�r1l Ib 67 Tb t A c U3e TSS 3S -A 2s, ` 6• GO 2. a.AI-c -t 2�r Gs L Tl_T 35 � 2 � � f�i=�� ',i Ito" By -,�_-_--__-_-----------------_--.---- DATE -- JOB NO MACKENZIE ENGINEERING INCORPORATED SHT -- 0890 S.W BANCROFT STREET PORTLAND,OREGON 97201(503)224-9580 8c,�►�n 1 �4 l �r't 8 v= w, qa Sri - I z ( �z.�,►s� u:e.° - _ �z.Zs nn �.� \ 'Zj��JX � �• 1 - TRS 6.3�y ,C 7 %t � �� ��.� • r.` �.r'�'�++",��i 1 1 = X37 1�2 � Q/221 !.G f3 5- 6A" 2. 29 ' 33t. iee' 0 14 i-t -- -- - --- --- -- BY_ - DATE MACKENFIE ENGINEERING INCORPORATED JOB NO _C _ 0690 S W BANCROFT STREET PORTLAND,OREGON 97201(503)221.9580 BHT C r r Z OF_�? } C � / 'k 8 _ r" ;f z (172-A) le i.� L _ -- - 8360A L �3u 6 Tie', 691-t V. 2 2%Z /ge,ANA 3 PS - I.y92 k 2,6 '9c K 7 ' f k 5b, b -------------- -- sev DATE___.__ MACKENZIE ENGINEERING INCORPORATED JOB N�OME �_ 0690 S W BANCROFT STREET PORTLAND.OR=-30N 97201(503)221-9560 SHT L t__y OF C �4Cra� 3 C'J'A' c1� J / f = � . , >. ._ USS C A. Zot„ e 7, Z Ar,ey c 86.6 T2 h 3L"; X tido 8�►`f / Ie2 ----- --- -- BY DATE—— -- --- MACKENZIE ENGINEERING INCORPORATED Joe Nor- ��))_�_ 0690 S W BANCROFT STREET PORTLAND,OREGON 97201(503)2249560 SHT �! -OF aL P J�� s A T iL = bH PpQ B•3 ?(6 i1e ti 8 3/4 ,c 2.`1 03/e, >1 25�/Z L l r• ��1) ( btu S�3 " t z �a6. 1 t��vl�l► a ZU0 �2 G1 a G�tvA�f� U • \ � t;d ac TA3 i Z S /2 , d 1,.2 6 i = Q1 A= yds R. 2 � 6%� 1Hgic <<_ 3 e Pry k 1 2 63) Aro I.,g l 144. 13 ti. - lb-s V --.;,e7 �h B��•y /bah: .S' �g3 A yfC C�� v11rJ CFp fU JZ e6? J� - 3 2Ru - - - V / 3 2,z e- BY _-- DATE- -�_-___—_--- -----_.-----_ -- --------- JOB NO --- MACKENZIE ENGINEERING INCORPORATED LA 0890 5 W BANCROFT STREET PORTLAND.OREGON 97201(507)221-9560 SHT f F Of�_- FL U v ff lm6A-n-&t NG APA nN-ROI - FCouR 2ti oe- 3/ti IAicel 7-a►.►G�c G�wvE IN76&o ot WAit'NG (A n f'+►�C A,co Tri A�u K �N O• c. Pi4N c COG r S /U U,C. �NTtvCMt�Vi�'�tC - - -- --- - -- --------- By DATE---- --_-, JOB NO MACKENZIE ENGINEERING INCORPORATED 0890 S W BANCROFT STREET PORTLAND,OREGON 97201(503)224.9560 SNT.EL9 OF i L A a�CAL Pti r 4c S �N MCS=��.►��c" 1 3�z,'` 3 Iter k 2� b (a 1L" 0 2,3 P-'{ ~I 5� 1A, rl N r Av g 3- S I W,QI"( , M&A, I J LR C-•�c Ff , - , u7 L �t w` �� 1 ��.i3� � fSl.�3►3 = �3v r,isA t t—AL(. Gyp--" WA" 1/2 o ` 7")44&X b rr%'#0S TricATH 04b 6�AR�� �f I I �yN f,�,uG� '/IL Ht AO 1.0 Pu,,p4r GAL L A,,j, a e-t, Io.A" 6u^R40 Sol CQULtA NAic.J BY--k -- DATE,_-7. I",q.---- —--- MACKENZIE ENGINEERING INCORPORATED .►oe No 2�1 �1 61t- 0690 S W BANCROFT STREET PORTLAND.OREGON 97201(503)224-9560 SHT F F ) OF- D _ e :-.re 3�3 (�i) �� ti - e1 2. `I A/ l !r. e13Qs) . abs 2,2 �Az USC s By DATE MACKENZIE ENGINEERING INCORPORATED JOB NO 0690 _- 0890 S W BANCROFT STREET PORTLAND.ORPOON 97201(503)721 9560 SHT. Fr�_Of_�! Y axis I CRESS Axial load, kips: P - 16.93 1 --------------------- -I— I TS 6 x 6 x . 1875 yield stresb, ksi : Fy - 46 ! ! I I ---------------------- Ourdti;)n of load factor - 1 1 I ! I 1 Klx/rx - 48.29 All,,wed overstress, % /100 - .01 X I I I 11 Kly/ry - 48.29 MAXimum DEPTH, inches : d - 6 -I ---I-- Id! MINimum DEPTH, inches: d - 6 axial ! I ! Fa - 22.92 ksi MAXimum WIDTH, inches: b - 6 ! 1 I 1 1 Fbx - 27.60 ksi MINimum WIDTH, inches : b - 6 1 1 1 I Fby - 27.60 ksi b fa = 3.96 ksi ------ X-AXI.- ------- fbx - 12.81 ksi Effective leigth, ft : Fix - 9 .5 -lt/ft - 14.53 fby - 0.00 ksi Unbraced flange, ft : lu - 9.5 - - Curvature coefficient : Cmx - I ASIC ( 1 .6-1e ): —fa— = 0. 17 Applied Moment , 1:-ft : Mx - 8.47 Fa Cmr fbx 0.49 ------ Y-AXIS -------- ( 1 - f „F'eY: ) Fby. Effective length, ft Kly - 9.5 Curvature coefficient : Cmy - 1 fby_ 0.00 Applied Momert , 1:-ft : My - 0 ( 1 - fa/F'ey ) Fby ----- 0.67 Print , Revise, re-Start (P/R/S ) 7 FF c1 0,10 K s'y �,sig 6.612 ;y ��- LIK fwz 1.6-1 i �K i I ei 1 /6,Ik P k . 1....P V"r — . 07( 3b6) s 21.,j k E-W . 0111 IC:{ lC7u )(Is/i) 4 (--)(A,Aj] sy k c F 2 "o& 21� k= N-S wnuT c .w w;br 30c-, L-w tos ?A-iwAt-t LVI►,JP Vo 13 Vfl.tA L .217 (/Lfa� 3Z-2 N-J �'��.►D G���R►�t ` K (gam ) = 1-�. �1 E I^•1 �c �ts•.�c 6uvtaC,r� ------- �- c J'S -- -- --- ---- By DATE MACKENZIE ENGINEERING INCORPORATED JOB NO 0690 S W BANCROFT STREET PORTLAND OREGON 97201 (503)2249560 <iMT _Z f OF Qr►�IpWe/16M N/�► a.►NC, 64st'eIc Od f t:ton.lj ` vac s,�s , ZS- moi 'S 6Ab V 2 3c ( I ) Ar �Z ('uu tillN, S-A S'Mwe r 10A).6L ---...--------- BY---�-- DATE MACKENZIE ENGINEERING INCORPORATED JOB NO 0890 S 1V BANCROFT STREET PORTLAND,OREGON 97201(503)221.9560 SMT L 2 —OF_ f + y X1.144 � �7 _ v = Ll) 6Z`� / /tel = �.S16iti� _ �.5-1, - ti �I < y I ell � PT. cL,t ,L �. Sr, %jM wAc,c_ r� a �01�0 /macILJ�,u M,0 �1 Cod, 2'2 u c BY DATE�_ —------- JOB NQ/`_ -- MACKENZIE ENGINEERING INCORPORATED BHT O OF — 0990 S W BANCROFT STREET PORTLAND,OREGON 97201(503)821.9560 Rpu� GLV tA*A P6 c: " gvGk613 E dam oe-prm r j 3 s�i2� 67k a fe Teo 2 8 O 5 yL By DATE MACKENZIE ENGINEERING INCORPORATED JOB NO 0890 S W BANCROFT STREET PORTLAND,OREGON 97201(503)224.9580 SNT ��._OF_ _ _ _.._ .............._...wn w,rr...r..+.�..........�......_... .—r.r...:.IM.��....a...�M .�... •rMr.....- _�.�--_ _ .- r.�_�..._-.. S�m,01,w JT &Z?-41 776 73'VA& Thp s f : Z o t.�/pc ,R At ry wA P,t, L/"'r- ��y I�dP P.IS 41 Al e.g, K8 .�� 0.C. U He L16-I F f 3 Ppt - 3 - /,-) - r. Pvp = 6, 4o < bis ti ID LuN& O 13Y 13ATF - JOB NO _- MACKENZIE ENGINEERING INCORPORATED BHT OF 0690 S W BANCROFT c GREET PORTLAND,OREGON 97201 15031 224.9550 rr 9 U s 06 0 A 03 Di 02 TYf'< <�c ���F COc�,►�,,1 2 L> 4> PA -,�.� -. ----------� --------- -- BY--- ---- DATE __--_ MACKENZIE ENGINEERING INCORPORATED JOB NO 0690 S W BANCROFT STREET PORTLAND,OR200N 97^.j1(503)224-9580 BHT. OF _._ { I1 A.jE ZZi�►�,�Nc` ^� �cGA 1—r r-o r L _ qo tc pp M _ " k tJ�` S 'A s 3 �b / g Z Go L 2 /'?y "K 8 ---------- �6 --- - - - - — By- MACKENZIF DATE ENGINEERING INCORPORATED 0690 S W BANCROFT STREET PORTLAND OREGON 97201(503)224-956o JOB NO r SHT _ _OF_ r Y e>,is I CRESSAND/4� Axial load, kips P 90 I --------------------- i _I� I TS 6 x 6 x .25 Yield stress, ksi : Fy - 46 I I I I I --------------------- Duration of load factor - I I I I I I Klx/rx - 48.97 Allowed overstress, % /190 - .01 X I I I I I Kly/ry - 48. 97 MAXimuM DEPTH, inches: d - 16 --I-----I-- Idl MINimuM DEPTH, inches: d - 3 axial I I I Fa - 22.83 ksi MAXImuM WIDTH, inches: b - 16 I I I I I Fbx - 30.67 kai MINiMum WIDTH, inches: b - 2 I I I I Fby - 30.67 ksi I I b fa - 16. 10 k.si ---- •- X-AXIS ------- fbx - 6.53 ksi Effective length, ft : Klx - 9.5 4/ft - 19-02 fby - 0.00 ksi Unbreced flange, ft : lu - 9.5 --------------•----------------------- Curvature coefficient : Cmx - 1 ASIC ( 1 .6-1a ): _.fe_ - 0.71 Applied Moment , k-ft : Mx - S .5 Fe - 0.29 ------ Y-AXIS ------- � 1 - fa/F'r.A1 Fbn Effective lenoth, ft : Kly - 9.5 Curvature coefficient ! Cray - 1 CMy fbv__ - 0.00 Applied Moment , k-ft : My - 0 ( 1 - fa/F'ev ) Fby ----- 0.99 Print , Revise, re-Start (P/R/5 ) CL Gac . Y axis I Axial load, kips: P - 33 I ----------------•----- I I— I TS 5 x 5 x .375 Yield stress, k.si : Fy - 46 ?Redo from start --------------------- Duration of load factor - 1 I 1 1 1 I Klx/rx 61 .24 Allowed overstress, Y. /100 - .01 X I I I I I Kly/ry - 61 .24 MAXimum DEPTH, inches d - 5 --I-----I-- Id: MINimum DEPTH, inches: d - 3 a).,15 I I 1 Fa a 21 . 10 ki MAXimum WIDTH, inches b - 5 1 ! I I I Fbx - 30.67 ksi MINimum WIDTH, inches b - 2 Fby - 30.67 ksi �b- fa 5.02 ksi ------ X-AXIS ------- fbx 18.29 F.si Effective lenoth, ft : N.1., - 9.5 #/ft - 22.37 fbv - 0.00 ksi Unbraced flange, ft ! lu - 9.S -------------------------------------- Curvature coefficient : Cm- - 1 ASIC ( 1 .6-1a ): __- fa_ = 0.24 Applied Moment , k-ft ; Mx - 13.9 Fa - ..-Cmx fbr:_-..._ - . .68 ------ Y-AXIS ------- ( 1 - fa/F'ex ) Fbx Effective lenoth, ft kly - 9.5 Curvature coefficient : Cmv - 1 Cmy fbv. - 0.00 Applied Moment , [,-ft : My - 0 ( 1 - fa/F'ev ) Fby ----- 0.92 Print , Revise. re-Start (P/R/5 ) v G.7 Cv L 2 Y axis I Axial load, kips: P - 37.9 _ I --------------------- I I._^ I TS 5 x 5 x .3125 Yield stress. Wsi : FY - 46 ?Redo fr0Pl start --------------•------- Duration of loud tb^tor - 1 I I I I I Klx/rx - 60.23 Allowed overstress. % /100 - .01 X I I I I I Klv/ry - 60.23 MAXimum DEPTH, inches: d - S --I-----l-- I MINimum DEPTH, inches: d - 3 axis ! I I I Fa - 21 .25 ksi MAXimum WIDTH, inches- b - 5 I I I I I FbA - 30.67 ksi MIN:mum WIDTH, inches: b - 2 I I I ! Fbv - 30.67 ksi b fa - 6.76 ksi ------ X-AX:S ------- fbx - 13.43 ksi Effective length, ft : Klx - 9.5 #/ft - 19.08 fbv - 0.00 kai Unbraced flange, ft : lu - 9.5 ------------------------------------- Curvature coefficient ; CMA - 1 ASIC ( 1 .6-1a ): _fa_.,_ - 0.32 Applied Moment , k-ft : M+' - 9 Fa _Cmx fbx- - 0.52, ------ Y-AXIS ------- ( 1 - fa/F 'ex ) Fbx Effective length, ft ! Klv - 9.5 Curvature coefficient : Cmv - I Cmv fbv_— - 0.00 Aculied Moment , k-ft : My - 0 ( 1 - fs/F'ev ) Fbv ----- 0.84 Print , Revise, re-Start (P/R/S ) v �l Y axis i CRESS 5 AND 6 Axial load, kips: P - 53.8 I - I------------------- I r„I__. I TS S x 5 x . 1875 Yield stress, ksi - Fv - 46 I I I 1 1 ---------------------- Duration of load factor - 1 I I I I I Klx/rx - 61 .50 Allowed overstress, % /100 - .01 X I I I I I Klv/ry - 61 .50 MAXimum DEPTH, inches! d - 5 --I-----I-- Id! MINimum DEPTH, inches- d - 3 axis ! I I I Fa - 21 .06 ksi 11AXimum WIDTH, inches! b - S I I I I I Fbn - 30.67 ksi MINimum WIDTH, inches: b - I I I Fbv - 30.67 ksi b fa - 15.28 ksi ------ X-AXIS ------- fbx. - 2.24 ksi Effective length, ft : Klx - 10 4/ft - 11 .97 f b y - 0.00 ksi Unbraced flange, ft : lu - 10 -------------------------------------- Curvature coefficient Cmx - 1 ASIC ( 1 .6-1a ) __fa, - 0.73 Applied Moment , k-ft : Mx, - I Fa ___—Cmx fbx. - 0. 12 ------ Y--AXIS ------ ( 1 - ftp/F'ex ) Fbx Effective length, ft ; Klv - 10 Curvature coefficient : Cmv - 1 Cmv fbv -. - 0.00 Aorlied Moment . k-ft My - 0 ( 1 - fa/F'ev ) Fbv ----- 0.84 Print . Revise, re-Start (P/R/S ) 7 Cej Ic to A lbu 6t-A,^ r/-Fna� (rr ) 3/ti M B Q!l Gtr v A^ I 1"(2 + 3'/1 + 4- role A Xb'�w N 6xd � y �� (p STD IOW �7 wt:I-v : -- �h `1 BY —-- DATE - - -- ----- JOB NO MACKENZIE ENGINEERING INCORPORATED ME e 0690 S,W BANCROF7 STREET PORTLAND,OREGON 97201(503)224-95609HT.C Of --- r G�o►.,� �E`nunl �� cul.. Vie rood n it ilr Jre Vl to � i �1 h lip f 8 cel&A 0r R A S^let -------- - -------- -- - - - BY -..�-- DATE�--_ -- MACKENZIE ENGINEERING INCORPORATED JOB NO 0890 S W BANCROFT STREET PORTLAND,OREGON 97201(503)224-9580 SHT OF- J Bch Sh{11A f3v??A y It fi �'� ,.� rj~ o�errs...C � ��•E�" R ti mel . �6 T_!A4t �A^ 13.e4 K -� ti.6 r,4.� S►, / m IL K rro �2b6 —T 7 TA BY DATE_ ---- JOB NO - 1 MACKENZIE ENGINEERING INCOPPORATED s►IT L��1— oF_�..�. 0690 S W BANCROFT STREET PORTLAND,01° GON 97201 (503)224.9560 r �.►17 Gtr L(i M h S , -1- P'J t ti 4 -- ------ -- -- ----.. ------ By-- - - DATE_ MACKENZIE ENGINEERING INCORPORATED JOB NO 0690 S W BANCROFT STREET PORTLAND,OREGON 97201(503)224-9560 SHT ���.OF 14 i 10,7 ti erij 17 4 1-1 kA -it z fi s Iry s 2;p M�A�uS Iii (2) •r � M Q z. 7.S s•��7 'S�R/' � s •,t ��iZ x S/ ti `i r `I h-u o% BcAM TO ILA e14r°Ae-/i'j I - - - -- --- DATE MACKENZIE ENGINEERING INCORPORATED JOB NO ----- 0690 S W BANCROFT STREET PORTLAND.OREGON 97201(503)224-9560 SHT. G 17 OF Sy F`t � r 3t.10 S L� Zh a 2 Au,_ o BY JUL.- �5 Z DATF.-.------..___ -- - MACKENZIE ENGINEERING INCORPORATED JOB NO 0690 S W BANCROFT STREET POFITLAND,OREGON 97201(503)224 9560 SHT G� --OF _. 1� c� tiIV 0, e, V"444 . O.C. �.,�y _ �'3t ls•s) � S �� 0 � use Hit t, 7, [-606t7c- y�l P,r AT wAt-L -A ham u O S R '12 r k' Ir�,ti1.Z fly Z -A 6 O DATE -_- -_- MACKENZIE ENGINEERING INCORPORATED )OB NO 0690 S W BANCROFT STREET PORTLAND OREGON 97201 (503)224-9560 SNT OF x r G-o � v N►� BA rL`S r-TT TAc U-T IVIL IL 2- s1 Pvooc 70 lit 6 T� t M_ Us (11) ( 2._ ) z % M BY ----- ---- - -- - -- DATE ___- -_-...---- ----- --...-_ - JOB NO -_--------- ---- MACKENZIE ENGINEERING INCORPORATED SHT V v OF --- 0890 S VW BANCPUFT STREET PORTLAND,OREGON 97201;503)224.9580 F�Uvk GvLk, w 6a7�3 I , 2, 5 , b � A U5-c SA As 'rYFo GAS Rout; <.,� �.,.�, wr •'1 By DATA-- - --� - ---- JOB NO ------ MACKENZIE ENGINEERING INCORPORATED G,�1 OF__ 0690 S W BANCROFT STREET PORTLAND,OREGON 97201(503)224.9580 FHT . MAc T-b wA'4- 1/o c .Z rAh e16— M s T 2'7 2,c y BEAM S .v. f S. wA&.4 a _. ---- -- --- --- -- By MACKENZIE ENGINEERING INCORPORATED JOB NO 0690 S W BANCROFT STREET PORTLAND,OREGON 97201(503)221.9580 SHT - �OF r IF P.P,�•�►6d L T '('M X1.1 (151T -APPEc1Al. lQc- Cri0W) r SIJ6��I.IIJ H�I .+t- v I5PLjguo W/ i FcW dF — 8 d PP.fLA b o L.T� CA-'::V G. TILT-UP PA4-JFV 5f.Cr 10 0 Roof tie to concrete panel s' �atJD ►.� r F IS �D"�GAL� Q c23 MACKENZIE/SAITO 6 ASSOCIATES.P C.,OREGON IDR A W N t-'1r l MACKENZiE/SAITG R ASSOCIATES,P S ,WASHINGTON OW S A B NCAOn S7 NE E i rOF'LAN,) OW GUN 07201 (502 214 9570 DATE ;JOB EMBUS TECH PARK PRASE ill lips 40 064 114 1 �3/ti 4� 2 S yt 392 f -t L so Aor, G6 ,h 6AcA 1 � 6R�� ► H R s� a '�'0 p. I►1r --- ----- Ml E -- �_�--- JOBNO MACKENZIE ENGINEERING INCORPORATED SHr —(-Zc OF 0890 S W BANCROFT STREET PORTLAND OREGON 97201 (503)224-9560 PROUNIRE ll1 �UHE. HU� 101 , Emu' P.O. BOX 127 • TUALA'riN, OREGON 97062 • PHONE 682.2601 CRESS ROILDING August 5, 1986 10230 SW KATHERINE ST TI CITY OF TtGARD 18931- 2 251C -267-000 Insp. Type RAS Dear Mackenzie Saito, This is a Fire and Life Safety Plan Review and is based on the 1982 editions of the State of Oregon Structural Spe- cia'- ty Code and Fire and Life Safetu Code (UBC ) , the State of Oregon Mechanical Specialty Code and Mechanical Fire and Life Safety Code ('JMC ), Uniform Fire Code (UFC ) , and other local ordinances and regulations. Mezzanines exceeding 2, 000 square feet shall be provider', with not less than two exits. The exits shall be placed a distance mart equal to not less than 1-1/2 the over-all diagonal measurement of the area served. Chapter 33 Projected roof areas in excess of 6, 000 square feet are required to be fire resistive. Section 3202 Provide fire hydrant location so that no part o4 a com.rer- c_ ial building is more than 250 feet from a hydrant. UFC 10. 301 (f ) Not less than one ( 1 ) approved fire extinguisher with rating of not less than 2•-A: 10-8: C shall be provided 4or each 3, 0010 square feet of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet UFC Standard 10 Approval of submitted plans is not an approval of omissions or oversights by this office o- of non-compliance with any applicable regulations of local government. If you desire a conference regarding this plat, review or if you have questions, please feel free to contact me at (503) 682-2601 . Sincerely, Bob n Fi a Prevention Bureau MF_-'6Q OCCUPANCY FILE LIST AUG 8, 1986 (3: 20: 12 IUALATIN RURAL FIRE DIST :T Page 1 KEY SCREEN 1 . Nage CRESS BUILDING Zone )c #: 251C -267--000 5. Special Sortl: 3 Add-r, . - 10230 SW KATHERINE 5T TI 7 Special Sort3: 4 Category BASIC SCRF EN I. Occ Phone 16. Census Tract: 319. 02 ' Marager 17. Code Edition; 3 Phone 18, Bldg Value $ 479721, 97 19. Content Val $() 4. Mail - Apt#: $0 5. Address 20. Other Value 21. ISO Clas!; : 3 6 Cty, St, Lp : Bldg Owner 22. UBC Occ1/ft 22 B-2/ 13475 I 7Phone 23. Fire Alrm Sy: a Suite-Apt: 24. Alarm Syst #: Address 25. Prop in Use N 10 26. Date Built S -08/05/86 11 Cty, s Zp : 12. Emrg Cor�tct: 27. Pate Remodel : 28. Ground Area 10, 842 13. Emerg Phone: 14 Ins Type/Mo: INF / 12 ice. 901 Occ Use: 911 Building under constructi FIRE PROTECTION SCR=-EN 1 Alarm Shutoff Location 2. Power Shutoff Location 3. Water Shutoff Location 4. Natural Gas Shutoff Location: 5 FDC Location 6. Sprinkler Control Location 7. Stand Pipe t_ocation 8. Attic Access Location 9, Special Hazard Type Code 10. Special Hazard Type 11 . Special Hazard Location 1'2, Water Source Loc-tion 13. Stairway/Vert Shaf `: Prot Y/N: CONSTRUCTION SCREEN 1. Const Type 50 V-t4 16 N Prop Line 99 /30 CENTERLINE OF STREET 1-7 Wall Prot 00 NO WALL PROTECTION 3. Basmt Area 0 18. S Prop Linp 5 /10 PROPERTY LINE 4. Total Area 13, 555 19. Wall Prot it i HOUR WALL PROTECTED OPENI 5. # Stories 1 210. E Prop Line 10 /10 PROPERTY LINE b. Height-ft 2? 21. Wail Prot 10 1 HR WALL OPENINGS PERMITTE 7. Inter Colmn: 20 MTL 22. W Prop Line 0 110 PROPERTY LINE S. Roof Const 15 HT LT DEC 23. Wall Prot 00 NO WALT_ PROTECTION 9 Roof Cover 10 FR BLT UP 2.4. Area Ictal : 10. Roof Area 13, 600 25. Area Wal : 11 . UDC Occ2/tt. / 26. Area Wal . 12. UBC Occ3/ft: 27. Plan Loc : 2133. 1 13, UBC Occ4/ft: / 28. Mi's c 14. Auto SP Use. 15. Auto FA Use: r - pujg-110 � .� I ® � . B • PHONE 662 260 . BOX 127 • TUALATIN, OREGON 91062 PO F,ugust CRF` ` n+,`1LUI,dG 1C'.3r.. Sty VATHERINF ST TI 1F,s31— t C 1.1" OF M ARD Irsp. Type' RAS ,= t 11%'�r I��r.KeTl2i� X31. Or q e Plan P.e':ieu and 1 s baud on Th i.; �. 3 Fire and Li*he` 6tate ,�f Oregon structural Spe— th . 1962 editions of i the State �l *,; +, ,da and Fire and Life cafoty Cade ct,3C ) , `,r F3 T, Mechanical Spzci_ lty Code and Mechanical Fire and I i fe Saf=t,il Code (U'dC ) , Unifor,.; Fire Code (UFC ) and other lo _al ordinances and regulations. -, square Meet shall be provided mezzaninas, exceeding 2, eyi sq is shall be placed ,ylth ,;,t less than two tolrto+ less than 1-1 /2 the overall a di=••ranee apart equal dis]rn l meas,.►rement of the ire< ;owed. c itaptEr tz,1 roof areas in excess of 6, 000 square fee+: .3rz Proj rti.on 32, req{j t qd `•'j be fire resistive. Se_ e hydrant location so that no par+; of a r_om'er— pro,..i j _ fir _ y � dram UFC clal b,!ildin9 is more than 250 feet from a d 1r) :301r_f ? less t,har, one ( 7 ) approved fire extinguisher Nr,t y; th rating of not less than be, ern„ i,j�d for each3, C^.0 square feet of : lour to an area or fraction thereof. the tra• el. distance eisfrom any portion o xtinguher f the building shall not s, x_,_eed is feat. UFC Standard 10-1 , . ,�rb,'�itted plans, i� not an approval �'* c„�issions .At.oroval of 1.-ith an'd or o-,,erst ,�hts by this office or of non—caropliance .pplicable regolations of local government . , , conferenc a regarding this plan revilllu Or if If y .iqhe. e questions, please feel free to cnr?ta-*, me at (50 ) Sincerely, Bob W'i..nt Fire Prevention wureau CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW SDR 15- 86 (MacKenzie/Saito & Associates) APPLICATION: Request by MacKenzie/Saito & Associates for a Site Development Review to allow Construction of a 13,555 square foot office/warehouse on property zoned I--P (Industrial Park) Located: SW Kat:herinN & Tigard (WUTM 2S1 2BA Tax Lot 302) . DECISION: Notice is hereby given that the Planning Director for the City of Tigard has APPROVED the above application subiect to conditions . The findings and conclusions on which the Director based his decision are as noted below. A. FINDING OF FACT 1 . Background No previous land use applications have been reviewed by the City regarding this property. 2. Vicinity Information Properties to the south, west, ar,d east are also zoned I-P (Industrial Park) . An industrial building is located on the adjoining property on the east and south and a residence lies to the west.. Single tamily residences within the R--4.5 (Residential, 4.5 units/acre) zone are situated to the north and further west along Katherine Street. 3 . Site Information and Proposal Description The property is presently vacant arid the applicant proposes to construct a 13,555 square foot industrial building. The building foot print will be 10,842 square feet and a mezzanine level will provide the remaining 2,713 square feet of floor area. Parking and loading area will be provided in front of the building. 4. Agency and NPO Comments The Engineering Division has the following comments: a. Since storm water will run to the rear of the property, easements will be necessary to provide adequate drainage for the property. 0. Depending upon the final elevation of the building, an rasement. may also be necessary to properly serve the property. C . Katherine Street is designated as a loca, street and the right-of-way width standard is 25 feet from centerline. City Code also requires the provision of half-street improvements along the property street frontage. NOTICE OF DECISION - SDR 15-86 -- PAGE 1 d. The .;atherine/Tigard Street intersection to the east forms an angle that may be difficult for the anticipated truck traffic to negotiate. In order to ensure that the ultimate alignment of this 4ntersection and the improvements in front of the suk,ject property will adequately accommodate truck traffic, the !+treet design sh-Nuld run from the northwest corner of the property to the Kather .ne/Tigard Street intersection. The Building Inspection Division has no objection to the request. The Tigard Water District indicates that a fire hydrant will be required as well as a one inch meter to serve the property. The Tualatin Rural Fire Protection District states that exterior wall and opening protection shall be provided and a fire hydrant must be no mrre than 250 feet from any portion of the building. No other comments have been received. B. ANALYSIS AND CONCLUSION Thero osed P p project conforms with City Community Development Code requirements for building setback and height, access, lot coverage, parking, landscaping, and visual clearance. One bicycle parking space is necessary, however, for every 15 required parking spaces and therefore i one such space must be incorporated with this project . The location and design should be approved by the Planning Director. The application did not include any information related to exterior lighting, Because of the presence of residences in the immediate area, lighting should be provided which will. riot adversly affect nearby properties . C. DECISION The Planning Director approves SDR 15-86 subject to the following conditions: I . UNLESS OTHERWISE NOTED, ALL CONDITIONS SHALL BE MET PRIOR T'0 ISSUANCE OF BUILDING PERMITS. 2.. Standard half-street improvements including sidewalks, curbs, streetlights, driveway aprons, storm drainage and utilities shall be installed along the SW Katherine Street frontaga. Said improvements along SW Katherine Street shall be built to street standards . 3 . Five (5) sets of plan-profile public improvement construction plans and on a (1) itemized construction cost estimate, stamped by a Registered Professional Civil Engineer, detailing all proposed public improvements shall be submitted to the Engineering Section for- approval . NOTICE OF DECISION -- SDR 15-86 - PAGE 2 4. Sanitary sewer and storm sewer plan-profile details shall be provided as part of the public improvement plans. 5. Construction of proposed public improvements shall not commence until after the Engineering Section has issued approved public improvement plans , The Section will require posting of a 100% Performance Bond, the payment of a permit fee and streetlight fee. Also, the execution of a street opening permit shall occur prior to, or concurrently with the issuance of approved public improvement plans . SEE THE ENCLOSED HANDOUT GIVING MORE SPECIFIC INFORMATION REGARDING FEE SCHEOU! ESL BONDING AND AGREEMENTS. 6. Additional right-of--way shall be dedicated to the Public along the ^t: K&Lherinf_ Street frontage to increase the right-of---way to 25 feet f,•om centerline, The description for said dedication shall be tie.i to the existing right-of--way centerline as established by Washirgton Cnunty . The dedication document shall be on City forms and approved by the Engineering Section, DEDICATION FORMS AND INSTRUCTIONS ARE ENCLOSED. 7. A minimum of one secure bicycle parking ::oace shall be provided with the location and design approved by the Planning Director. R . The plant material shown on the landscaping plan submitted by the applicant shall be installed prior to occupancy . 9. An exterior lighting plan including placement and type of lighting fixtures shall be reviewed and approved by the Planning Director 10. This approval is valid if exercised within one year of the final decision date noted below. C. PROCEDURE 1 . Notice: Notice was published in the newspaper, posted at. City Hall and mailed to: XX The ;applicant & owners XXOwners of record within the required distance XX ^ The affected Neighborhood Planning Organization XX Affected governmental agencies 2. Final Decision: THE DECISION SHALL BE FINAL ON A1Jq st51986 UNI-ESS AN AVPtAL IS FILED. 3 . Appeal Any party to the decision may appeal thi3 decision in nccor•dKn- v with Section 18. 32 .290(A) and Section 18 . 32. 370 of the Community Development Code which provides that a written appeal must be filcd with the CITY RECORDER within 10 days after notice is given and son— The deadlioe for filing of an appeal is 3 : 30 P.M, August 5, !086 NOTICE OF DECISION - FOR 15-86 PAGE 3 MEMORANDUM CITY OF TIGARD OREGON 25 Years of SeMce 1961- July 29, 19861986 To: Interisted persons From: Tigard Planning Dept. Re: Notice of Decision for Site Devel6)opment Revie (SDR 15-8_")6) A notice was recently sent to you regarding a decision_ to approve the development of a property at the south side of Katherine Street near Tigard Street. The location of the property was incorrectly noted on the report. The correct 1a::ation is shown below: Tax May 2S'1 2BB, Tax lots 100,200 MISN � sarwot ,rod�,e` KVW PL d Lin The appeal period for this decision will be extended to August 8, 1986 at 3:30PM. If you have any questi.ons, contact Keith Liden a! 634-4171 . 13125 SW Hall Blvd.,P O.Box 23397,Tigard,Oregon 97223 (503)639-4171 --- '—�" CITY OF f IGARD 639.4171 DATE tY , BUILDING PERMITTAX MAP LOT NO. ...D L-) --SUBDIVISION _ OWNER_ ` + ` <--,•--'i"' � JOB ADDRESS STATE REG.NO. ExP.DATE BUILDER BUILDER'S PHONE - — �� 5 -r? OTHER PHONE ARCHITECT ' StRUCTUAC NEW Cl REMODEL Cl ADDITION Cl REPAIR ❑ MOVE ❑ OTHER p DEMOLITION Cl RESIDENCE E7 COMM ❑ EDUCATION L1 INC) ❑ RELIGIOUS ❑At.uESSORY O GARAGE ❑OTHER EAT n FENCE BLDG.TYPE: _......_-FIRE ZL1NF_PLAN CHECK BY OCCUPANCY LAND US[ZONE ,� ......-.-- SEWER PERMIT A VALUE HEIGHT NO.STORIES RQFA _ NO.BEDROOMS OCC.LOAD FLOOR LOAD RIGHT SIDE BUILDING DEPARTMENT REAR LEFT 810E SETBACKS FRONT Permit H13 PERMIT IS ISSUED SUBJECT TO THE REGULATIOIIS CONTAINED 1N THE BUILDING CODTHAT THE E.ZONING REGULATIONS AND ALL M APCCOROANCE WITH HE PLANt AND SPECIFICATIONS IWC M ICABLE CODES AND ORDI IANCES,AND IT IS HEREBY FD�AM E T WAIVE flan Check WORK WILL BENCE OF THIS pgRW Don WITH ALL APPLICABLE ITCE DESCiDAND ORDINANCES AND 8 CANTRACTORII O HAVE CURRENT C1TM�USINESS PI.Ck.Fkil _ TAX PER IT CO TAX PERMIT'!<.SEPARATE PERMITS REQUIRED FOR SEWER,PLUMBING AN NEATI State Tax ---- -------- -- SOC- AG --- - Total APPL`- ICANT OR ENt POG --------- Prepd. Receipt No. ADDRESS Bal.Due ,- _Approved By_ - ---- - issued BY------ _Approved --- $ SQC - _4 POC - EWER CONNECTION __,_--- ;EWER INSPECTION S - SE,uIER SURCHARGE 5 _—_---- C^mments: CITY OF TIGARD 639.4171 DATE _ tt►. BUILDING PERMIT TAX MAP `J LOT NO. 100 SUBDIVISION _ - `� �` r "' -1i�'„ I I OWNER. �� ,_. _ JOB ADDRESS BUILDER STATE REG.NO._ - - •IMn - BUILDEWS PHONE ARCHITECT-I---,z,— Ai PHONE OTHER St'RUCTURE O NEW ❑ REMODEL ❑ ADDITION ❑ RVAIR ❑ MOVE ❑ OTHER ❑ DEMOLITION ❑ RESIDENCE COMM ❑ EDUCATION CJ .10 ❑,TRiELIG�IIOU4 ❑ACCESSORY (.7 GARAGE ❑OTHER O FENCE OCCUPANCY ;; LAND USE ZONE ,,«�BLDG.TYPE • FII IE ZANE PU►N CHECK BY HEAT SEWER PERMIT s OCC.LOAD FLOOR LOAD HEIGHT VO.STORIES AREA "s NO.BEDROOMS VALUE BUILDING DEPARTMENT SETBACKS FRONT ; I REAR LEFT SIDE i RK1HT 810E 18 Permit f THIS PERMIT IS IS V12-0 I;UBJECT TO THE REGULATIONS CONTAINED IN THE BUILOING CUDE.ZONING REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES.AND IT 18 HEREBY AGREED THAT THE P1arr CheckEL WORK WILL SE GONE IN ACCORDANCE WITH THE PLANS AND SPEpFICATIONS AND IN COMPLIANCEWITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OP THIS PERMITDOES NOT WAIVEPI.Ck Fki IIESTRICTW COVENANTS.CbNTRACTOR AND SUB CONTRACTJRB TO HAVE CURRENT CITY BUSINESS TA t PERMITS.SEPAMTF PERMITS REQUIRED FOR SEWER,PLUMBING AND HEATIN& State Tax / , Total "� APPIICANTORAGENT -. PDC# Receipt No. ADDRESS Bal.Due -- -- ----__-_-- Issued By­._ ____Approved Br SOC — POC - SEWER CONNECTION SEWER IN5PECTION S SEWER SURCH4RGE S Comments: _ - ---�,,r,�f'v,�.:.r �✓���--------- ------ i r APPROVED FOR CONSTRUCTION CITY OF TIOARD PERMIT NO. &o-cg� SITE ADDRESS W44 5ij BYA4xe7--xTlTLE � rti ►! TT,;�- / IVV I FIE: (;0, 9 AT E0 66 SaWn K HE IN 4 L'+�L. '.A?1'�',� _..c. ") �_"" .�►- C...l r a ' ...' :'�-C A�-A30 1 `.`l i v� l if?�f !--► C . LE L Jjj ' \'1' . - :rte �' .. ' ('.l� � ` ....r , ,.!` \�\.�.►."'\.Y ^ ..��w._ �' . ���� yl� ' ���• 'r H ATH F t"A p VIEW 11GN H(-- LE — iW IN p LA FI (A 1 � t z f% r CUNT M[/1 ,OC ATIONA. V LJ ti � L C � w �- $ DlsIGN A1PROV AL sA' ^PPROVAL c Z w DATs etl O[scwl►YION A►ROVAi. O y N � tLi C 9966 SW KATHERINE SIF!µI't � t nr- 1. ! 4' ALL MEASUREMENTS ARE APPROXIMATE AND MUST BE VER,FIED BEFORE PRODUCTION d , � I � � � Ii � lilili Ili �°r ' Il Illi Ali I 7177 �F THIS DOCt1MENT IS LESS III 1 � 1lII Il -LEGIBLE THAN THIS NOTATION i I ( n 023 4 � OGT 6� 6 8 11: OS WA IT IS DUE TO THE QUALITY OF � � - J=' - No.36 THE ORIGINAL DOCUMENT . -- -• „�,..�..,. E 6Z 8Z �C, Z F411i z £ZZT ?, OZ 6T 8i LT 9T 91 � T ET ZT Ti T6 8 L9 I ( SrIIII IlliII ,llllll{III sill IIII Ilil illi IIII IIIII III I I I I II I (IIII IIIIIi 11 I i 1111111 IIII � .►III IIIIIIIII Illy Ill 1 ll. Ill�i,rll 1. .� - . CITY OF TIGARD BUILDING DEPARTMENT PLAN CHECK NO. : 3� PLAN CHECK APPLICATION DATE RECEIVED: 11.0. Box 23397, Tigard OR 97223 P/C DEPOSIT PAID: This is to certify that the attached 3 seta of plans have been submitted for plan check pursuant to the Oregon Structur..' Code and Fire 6 Life Safety Code, _ edition. PROPERTY OWNER:_ ? r(�/Le�4 r� OWNER'S ADDRESS: At-r CONTRACTOR: TELEPHONE: )) `Y JOB ADDRESS: wi LOT NO. 6 MAP: DESCRIPTION OF WORK: Aftpprovajl.sRequired SPECIAL NOTES Planning Dept. O Reissue. Flood Plain/Sens iti.ve Lands �gineering Dept. 0"Fire District O Fewer Availability OOther O Other Items Required / UList of subcontractors ��t` �i �`" r�c /C Business 'fax � �) Calculations OTruss Details 0 Parking Plan OLandscape Plan 0 Other COMMENTS: City of Tigard Building Department PEI r u 7 BUILDING RECEIPT NAME: ® (`�4 �t- Z� e DATE: ADDRESS S LOT # 6 SUBDIVISION NAME_ ACCT. 11 DESCRIPTION AMOUNT 10-432 Building Permit Fees 10-431-600 Plumbing Permit Fees $ 10-431-601 Mechanical Permit Fees 10-433 Plans Check Fee _ 3 1.0-::30-5ol State Building Tax r� 30-443 Sewer Connection (20%) t 30-202 Sewer Connection (80%) $ 30-444 Sewer Inspection 51-448 Street Syc*tem Dev. Charge (SDC) 52-449-610 Parks I System Dev. Charge (PDC) 52-449-620 Parks 11 System Dev. Charge (PDC) _ 31-450 Storm Drainage System Dev. Chrg (SSDC) 10-•230-505 TRFD (957) 10-435 TRFD (5%) 10-230-506 Washington County Fire #1 (95%) $ _ I0 -y3=5 Washington County Fire 111 ( 5%) _ 10-220 Amart/Wedgewood TOTAL — i (Separate Check,for Leron Heights $150.00). (hr/1214P) rITY OF:TIGARD 639.4171 DATE IILDING PERMIT TAX MAP LOT NO. _SUBDIVISION _ OWNER `'J e —7IT C 126 - JOBA Sri BUILDER STATE REG.NO. EXP.DATE — BUILDER'S PHONE PHONE_ — ARCHITECT P'114 .� F. � .N –1E, 1T_ �-� 4 " 1 I -_OTHER STRUCTURE NEW ❑ REMODEL ❑ ADDITION ❑ REPAIR ❑ MOVE ❑ OTHER C7 DEMOLITION O RESIDENCE COMM ❑ EDUCATION IND ❑ RELIGIOUS ❑ACCESSORY Q GARAGE/ ❑OTHER ❑ FENCE OCCUPANCY LAND USE ZONE --=BL TYPE #L•L FIRE ZONE PLAN CHECA BY HEAT SEWER PERMIT_N _ _ -- OCC.LOAD FLOOR LOAD HEIGHT NO.STORI • AREA NC.BEDROOMS VALUE BUILDING DEPARTMENT SETBACKS FRONT R ENP LEFT SIDE RIGHT SIDE Permit THIS PERMIT IS ISSUED SUBJECT TO TH EG TIONS CONTAINED IN THE BUILDING CODE,Z004ING REGULATIONS AND ALL APPLICABLE COD D ORDINANCES.AND IT IS HEREBY AGREED THAT THE Pion Ct►eck '� r '� WORK WILL BE DONE IN ACCORDANCE WI THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE T F' WITH ALL APPLICABLE CODES AND ORD A ES. THE ISSUANCE OF THIS PERMIT DOES NOT WAIVE PI.CIL Fire `� �_ l� RESTRICTIVE COVENANTS. CONTRACT AND B CONTRACTORS TO HAVE CURRENT CITY BUSINESS '— TAX PERMITS.SEPARATE PERMITS RE IRED FO EWER,PLUMBING AND HEATING. ,.to Tax SDC— .2_c< Total AP PL T OR AGENT PDC" F 'I Z 4LAJ ~�S Rscslpt No. DRESS PHONE Bal.Due Issued By_. ppraved By PAO IrN SSDC y ' $ SDC vQcLU «y W. . _ SITE _ ---- P Q C SEWER CONNECTION 5 SEWER INSPECTION S (� SEWER SURCHA S Comments: Z&LA L �! cc,f �! L ���flfL 7t CITY OF T14,4RD No. 1.5243 12755 S.W. ASH f6 P.O.BOX 23397 TIGARD,OR 97223 Date Name Cf 4? Address Tot 7 Block/Map S bdlv�� �dress ( Permit N's Bldg. Plumb Cash Check ✓ Sewer Other Other Rec. By Acct No. 13escrlltl6il Amount 10-432 Building Permit Fees 10-431-600 Plumbing Permit Fees 10-431-601 Mechanical Permit Fees 10-230-501 _.State Bldg. Tax ------ 10-433 Plans Check Fee 30-443 Sewer Connection 30.444 Sewer Inspection 51-4413 Street Syst. Dev. Charge 52-449-610 Parks I Syst. Dev. Charge 52-449.620 Parks 11 Syst. Dev. Charge 31-450 Storm Drainage Syst, Dev. Charge 10430 Business Tax 10-434 Alarm Permit 10-227 10-45S- Y Fines - Traf tic/M lsd/Parking 10--230. CPTA-f—raff O—Wisd/Vic. Asst. 10-456----- Indigent Defense- 30-122-401 Sewer Service/USA —jO—122-15-2 Se i—er Service/City 30% —TO.Q3 Sewer Sevice/City Maint. 30-125 Unmatched 31 124 Storm Drainage 40-475 Bancroft Prin. Pymt. 40-471 Bancroft Int. Pymt. 7 L DEPT. Precast 00incret l' chi. Series Designing a fire-revue joint sea ' 'g Weatherproofing joints between precast panels requires knowledge of panel febrl- cation techniques, proper use of form re- lease agents, joint designs, effective joint I surface preparation steps,and one and two- stage joint sealant systems. The need for fire-stopping in buildings adds another di- mension to this t.,tbject. Fire Resistant—Resistance to fire Is being , considered in the design and Joint sealing y methods of an increasing number of bulld- Ings.This is in the Interest of life safety and meeting building codes. Moreover, build- A ings with higher fire resistance ratings may r earn lower insurance rates. ' Fire Testing—Tests conducted in accord- , once with ASTM E-1 IP determine fire endur- ance of building components. One criterion i�,;•. that generally terminates a test states: 's_,:,'' i configurations was mounted • Holes, cracks or fissures through wWch for fire test on this furnace. flames or gases hot enough to Ignite ----------- cotton waste must not form. Charts reflect test results using Cerafelt which is similar to Cerablanket, However, a Periodically, newspaper headlines confirm parieon test using these Iwo Ceramic fiber materials showed Cerablanket to have a higher how destructive and fatal fires can spread fire endurance. 'therefore, flre endurance ratings would be cons"ative when used from floor to floor, from building to huliding for Cerablety1111 , through openings and Joints where not property protected. One-stage joint The need—Joints between precast panel walls should be detailed to prevent passage of flame or hot gases, and trmsmission of 4 -- heat heyond the limits in A°fM E-119. 7•inch Panel, File tests—Fire tests of joints between pre- Cerablanket-FS 3Inches cast concrete panel v ells were sponsored _ by the Prestressed C.mcrete Institute, Chi- O 3 -- -— cago, Illinois. Engin ser Armande H. Gusts- = 7-inch Panel, ferro of The Consu'ing Engineers Grou�, U Cerablanket-FS 1I/,Inches Inc., Glenview, Illinola, and Manage Mli n Z S Abrams, Fire Researc Section Portland a _. _. 5-inch Panel. C,,rnF,nt Association, Skov,', Pinole, co- Cr 2 - Cerablanket-FS 31nch_; authored a paper entitled "r ., tests of p 5•InchPanel, joints between precast conn ate w,." pan- z Cerablanket-PSV 7 Inches els" which Is published It, PCI Journal's w September-October 1975 Issue. Tests In- ¢ 3?•i•Inch Panel, volved three panel thicknesses (31i, 5end u 1 ---- - Cerablanket-FS 1 I Inches 7 Inches). Types of joints Included butt, two-stege cavity, and two stage shiplap joints 36, 1/2 and 1-Inch wide. 5-inch Panel without A variety of joint materials were testod, Cerablanket-FS Including: o, -- - - -- DYMERIC —a Tremco 2-part polytremdyne u 114 112 3/4 1 terpolymer sealant. JOINT WIDTH(INCHES) JOINT BACKING—a polyethylene, closed " cell, foam backup strip manufactured by I)Ymeric Dow Chemical, Midland, Michigan, lize npfr 2-hour fire endurance CEFIABLANKET-FS*--A ceramic fiber V'. Q aha required a 5-Inch thickanal, blanket insulation made from alumino- Joint J D 'a 1-Inch DYmeric sealed Point and silica fibers manufactured by Johns-Man- ville, Denver, Colorado for Tremco• backing— O m -inch depth of Cerablanket-F8. 4 2� C Without arablanket-F3 the fire Fourteen fire tests vJere conducted. Fire J. g o n y l9 minutes, ., endurance ranged between 19 minutes for 0 j 0 induranee was only well over 4 hours. The influencing factort; included: G L. ' Joint it • Type of joint width Q � Q Q O in • Concrete panel thickness ` Q VO d d J • .+olnt width • Joint sealing system FIRESIDE (contlnued) ti0dornork ot,IohnsManVllle Cc. CE!1978,Tremco Test results — The Tremco Fire-REsistiv� Joint Sealing System' proved both func- tional and practical. The system includes I DYmeric and Cerablanket-FS". Charts on 4 this page reflect the results of this scaling system on one-stage butt joint, two-stage joints with air chamber, and two-stage ship- lap joints. Tremco Fire-Resistive Joint Sealing Sys- 3cc • tem was approved by the International Con- _ Terence of Building Officials (Code 319E). U _ 6-Inch Panel Cerablanket-FST.(Typical Values) Z Manufactured from pure ceramic fi- ¢2 bar,. by Johns-Manville for Tremco. ❑ 5-inch Panel Contains no binder or organic mate- W --•—•--- _ .__ rials. Combines lightness, heat resist- __ ance, low thermal conductivity and ¢ 1 4-Inch Panel high sound-absorption qualities. Non U.- alkaline and chemically stable. Con- tains no corrosion-promoting agents. Resists fungus and mildew. Resilient fiber assure that join; space will be 0 completely filled. Non-deteriorating. 0 1/4 — 1/2 3/4 1 Melting Point . .above 1760°C (3200°F) JOINT WIDTH(INCHES) Service Temperature 1260-C (23000F) Linear Shrinkage for 24 hr. t Cerablanket-FS 11/2 Inches n 1093°C (2000°F) . .. . . . .2.1% .S Joint backing Flame spread, fuel contribution, 3 r Example: 2-hour fire endurance smoke developed . . .. . . . . . Non Compression set (permanent `� .. required a 5-inch thick panel, t'� ' W deformation at 50% Clj7`' _❑ 1/z•inch DYmeric sealed joint compression) . . . , less than 16% (n and 11/2-inch depth of Military Specification: ¢_ Cerablanket-FS. Mil 1-23128A Grade B 6' STANDARD SIZES 3 in,x 1/4 in.x 25 ft. 3 in.x 1/2 in,x 25 ft. 6 in.x 1/2 in.x 25 ft. Bondbreaker 3 in.—8 rolls per carton DYmeric 6 in. —4 1311s per carton Panel thickness DYmeric" (Typical Values) Two-stage joint with air chamber .4 Tremco 2-part high performance sealant designed specifically for dy- 4 namically moving joints. Meets government specs: U.S. TT-S-00227E and Canadian 19-GP-24 Hardness 25 Shore "A'' 0 3 Percent Solids 98% Y 7-Inch Penal Low Temperature Flexibility -54"C 1-65°F) Z Staining None 2 6-Inch Panel Pot life Sagging None u ¢ LIP to 501C (122°F) cc Up to 7 hours at 24°C (75°F) z Initial set 16 to 24 hours at W 5-Inch Panel~ 24°C (75"F) WW 1 - - 3 to4 days at 4°C (40'F) LL Sea data sheet for colors, joint de- 4-Inch Panel sign to meet antiripated movement, and detailed application instructions. [_ Obtain Tremco Tech Data Sheets 1 01 and 2 for information on the two. 0 — stage joint sealing systems 1/4 1/2 3/4 1 I Short Spec: Division 7 Moisture Protec- JOINT WIDTH(INCHES) tion, Section 7 Caulking, Detailing of Fire Barrier. Joint width Joint treatment—Joints between wall pan- CYmeric els, as indicated or shown, shall be sealed Joint backing �7 G, , Example:2-hour fire endurance with the Tremco Fire-Resistive Joint Seal. r� required a 5-Inch thick panel, my System to prevent passage of flame or hot gases and to stop transmission of heat d '/2-inch DYmeric sealed joint, beyond the desired fire endurance as de- ; and 11/4-inch depth of termined by ASTM E-119. Cerablanket+S. The technical information and recommen- Cetablanket-FS : a 1 >r . ;. dations on this page, are based on fasts we 1114 Inches____ believe Trto be reliable and accurate but emco can ossunre no responsibility for Bondbreaker '•' �d: resu/ts obtained or damages incurred through the eppltration of the data and DYm�3ric tests presented. FIRE SIDE 'Patent Pending "Trodemerk or Johne.Manville Co � � 10701 Shaker Blvd. /Cleveland,Onio 44104 s, TREMCO(CANADA)LTD./220 Wicksteed Ave.,Toronto,Ontario M4H 107 0 3091A Printed in U,S.A. 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