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15686 SW SEQUOIA PARKWAY-4 C', W Q r O r N U DESIGN PARAMETERS DESIGN OF THE REINFORCED SOIL STRUCTURE IS BASED ON THE FOLLOWING PARAMETERS: FRICTION COHESION, C MOIST UNIT ANGLE, PHI WEIGHT REINFORCED WALL FILL 32 0 115 PCF RETAINED BACKFILL 32 0 115 PCF FOUNDATION SOIL 32 0 115 PCF EXTERNAL STABILITY OF WALLS: MINUMUM FACTOR OF SAFETY, BASE SLIDING == 1 .5 MINUMUM FACTOR OF SAFETY. OVERTURNING == 1 .5 HYDROSTATIC LOADING = 0 REQUIRED BEARING PRESSURE = 3,000 psf rn O ao O w V) co a . dll1. DESIGN CHART/DESIGN PARAMETERS 15686 SW Sequoia Pkwy / Marriott G eo , En sneers -- 1 of 3 �/ FIGURE 2 N s 1F THIS NOTICE APPEARS CLEARER THAN THE C� � 1�9 E i1 DOCUMENT, THE DOCUMENT IS OF MARGINAL, QUALITY. M 1 ��- ` L l � l � ljlll � l � Ijl ' l � Il � jl � ljljlll4ljljljllljljl I � l11111 ljljljl11ljljl ' I ! lrjYl + lij l lIli , l IjljlMl1 111Ira MADE IN CN INS 11 l l � ljl � i lllEi I l � l � l � l � l � i ! ! ! I i � l � llijljlj ! Ijlil � iil � lj � ': j i INCH M I ��] 11��{I�1111{Il{X11111{I�Il11��1{{�lil,�1!!l�111l111lIl1liifl �ill;l !!Q!IIIlllliilliltii�lili1 � lllmill �I11llll �'11 �'.11111111111IIlll,ll�itslllll !11IIIJ11, Lll � Oil i ' I�IIII�ilf�iltii,i;li Il{i�liii ��t� I � I ' 1111i�i1���+ililll�ilillll,!111,!!1!1:�llll:I,IIIIIIIII ,I1111I:1�111,1,,� J III, 1. 1 U -- Uj (n a i w w o / a-- K N 0 \ L) / Rockery Face Batter not Steeper Than 5(V) to 1 H 2 \ p G OaO40 o � O p 40 p� Oooa ; ov o� o,oa 5 0 " v , -4-J .J o \ o Backfill: 3/4" to 4 Crushed Rock 00000� \ o 0 E opo a 0 'CI� / c o , \—Slope as Necessary E i� po�Qp I acs _- 4 to _--- 4" Minimum Diameter Perforated po 0 0 0 oa PVC Pipe 2% Slope Minimum Wrapped with Non—Woven Geos ynthetic with A.O.S. Equivalent to #70 Sieve Size. Crushed Rock or Dense Soil with First Course of Rock Seeted into it rn 11-1 TYPICAL ROCKERY SECTION CID `3 NOT TO SCALE w rt v) c0 a I .r- 0 15686 SW Sequoia Pkwy �� SECTION DETAILS I Marriott 0 2 of 3 Geo ��Engineers N CURE 3 .. .,, .... �r ...,. .::w.�...Ay.pf�RA1A'"i f.......":•i"hIW':rt'+-•NT'.�!1(ej'!•1-M'VN!M4IRFt R,ERAM1RRLYMMM!N'.- :�.r. IF THIS NOTICE APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. M I TO ��I''��kED � 4 L IMT ! 11111 l Ijljl i I , j IIiI � . II ! Ijljljl Ijl � l � I Ijljl ljljljl J � J � IjI Jul Ise 1 MADS IN CH 11A 1 'Ill�lliilllll�ill!lIII{�I) il!{I �!I{� !!! + 11� s I lIII I��!ii ��� t� a �• ��� .� �. � !!s,illi�; c ,! ,!!�„I#IIl,lll#!#►� !tilli;Il!!#!�illl=II!Ijl###�1i11:!111111f1:IIlll;sll�lllllslll�11111111;�1lI! fllljillt�i{lljl,{;illi{�{I„Jlld'j►llill{{{�l1il�{{IIT#{1J!{ IRI{{.I{{{111IIIIIIII�,111{1111+III EIS, ! x tit x 3f, - L0POINT ON TOP ELEV. = 1"11.7 �N ROD WITH � - .4 DEA CAP �wm X x x X 1 - IRON ROD WITH 10 '�4U'M ODEA" CAP DRAiNAUE STRUCTURE ' + r C/L EX" RUDED CURD �• �� w�;,.y�- LE. I t EDGE Or PAVEMENT 2.c5 x�,5 GRATE l A/3CD FRAHE WITS' GRAVEL IN-SIDE � X � Ono `Z'' �►� X l X1 f � t ! t* 516 P',%C PT?E POND LOW POINT $ x • �� ,i LsRw�i6mo l� t FH s � 39 i mfr•. O Co r A 14 f 1 f M C.1 } x„ ' ► Our, 1-71 • D (ID t I ' , .fn -r 1,—1 Z Ile i z , 1 Ocap r 3' H GH ROC WAL Ext jNGlob 4D_s 13 A E S EA N' CA =40 ► � tz. 5�. , 15686 SW Sequoia Pkwy Marriott 1 04b co 3of3 *jaw IF THIS NOTICE, APPEARS CLEARER THAN THE DOCUMENT, THE DOCUMENT IS OF MARGINAL QUALITY. ii �gI9�7I .f�O� Lt ED I �I � III � lli � i � i ' ! � l ! iliiilili � ilil ! li illi i � l`lil ! li ± { ! � ± � ! ! ! ! i � ili ! � ! ; !• � ; ii , i ! i i ! ;;� �. �� ! i � i I i i ii i 1 i � ' i . �1 t:NINA � I I I I I I ( I I ! � I I I I � � I ! I • I I I Illi � l . 11 t liJill ili � � � i � 11 . Ii 11ij � Ji illl ! I ! IIS I I 1 � ��, CM � MAClE lil • I 1 R Il'illlfl�ilClFlO,I l2iI � , ,i. , ! I 14 1 129 lI11:!l! Iit� ,Ii !IlIll111!!; lIIII,+I t�fI�t fill lllill111��lll��=!!4i+1f�11�l i�l!I!!!!� lill1111.�.!1!t„ A w P i i. I i I i I I moa 'I 0+� I i:\records\microt!m\:argets\building.doc z 'iC .4`� .M"AZ' ♦Mr1f. IAv V#YMwp`"'�.. r w w ACTIVE CASE: Grp Smry Edit Prcl Name Actn Cond Log-note Fee Doc. Tag Misc Xit List related cases in project group # 5457 SITE DEVELOPMENT REVIEW —— — :SDR94-0002 : PROJECT:MARRIOTT STATUS:C : UPD: 03%07,/96 : :JDA: APPLICANT:PRIME HOSPITALI'T'Y CORPORATION PRIM. . :SDR94-0002 : SITE ADDRES5 : 15686 SW SEQUOIA PKWY JUR. . . :TIG: --PROJECT DESCY 1PTION (l)-- A 1)—.A proposed 6 :..tory hotel within the Pactrust Corporate Center at Upper Boones Ferry Roa9 and Sequoia Parkway. As initially proposed the structure is 68 feet in height and a total of floor area of 79, 200 square • feet . Related to this application are a Conditional Use Permit 94-0002 PROJECT LOCA,rIO.N (2) - — --------- Ine project is located one parcel north of the the northeast corner of Sequioa Parkway and Upper Boones Ferry Road. LOT AREA. . . . . : 1�1600 :sf PROPOSED USE. :COM: RESOLUTION NO: BUILDING AREA: 72400 :Sf PROJ VALUATION: $ 0 ZONING. . . . . . . : 1 -L # OF DWELLING UNITS: 0 : NOTES (3) -- — i G, i _ _ . ">r' .�,,. •9Fr.,.y.. .,,. �- .M... .x.«.. y-.�, ..., ,.,. . w, :,.�„.. ... ,, .. .. r ..a. ;..q-.,:,� .,... ,,e.•.•.w•' ,.M•.,M,,,p..,,•,.r. •„ a r N CITY OF TIGARD ELECTRICAL PERMIT DEVELOPMENT SERVICES PERMIT #: ELc97-0040 13125 SW Hall Blvd.,Tigard,OR 97223 503 639-4171 J ' 9 ( � DATE ISSUED: 01/21/97 'w1 s PARCEL: 2S112DD-01400 _ S I TE ADDRESS. . . 15686 SW SEGIUO I Fi PKWY ` SUBDIVISION. . . . : -LONING: I-P, w'+ 9L.UCK. . . . . . . . . . . LOT. . . . . . . . . . . . . .. }" ±. Project Description : Coi.trtyard by Marriott ---RESIDENTIAL UNIT---- ---TEMP' SRVr" 'FEED_RS•- --- 1000 SF OR I..F-SS. . . . : 0 -- 200 amp. . . . . . . : 0 PUMP/IRRIGATION. . . . 0 EACH ADD' L 500SF. . . : 0 201 - 400 amp. . . . . . . : 0 SIGN/OUT LINE LTG. . : 0 LIMITED ENERGY. . . . . : 0 40t GQiO amp. . . . . . . : 0 SIGNAI_/PANEL. . . . . . . : ih MANE. HM/ SVC/FDR. . : 0 601+amps-1000 volts.. : 0 MINOR LABEL ( 10) . . . : 0 ------SERV ICE/FEEDER.-----. ----BRANCH C I RCIJ I I S- _ - - ---ADD' L INSPECTIONS--- 0 NSPECTIONS--- 0 200 camp. . . . . . : 0 W/SERVICE~ OR Fr:EDER: 0 PER IIJSPECTION. . . . . : in 201. .- 400 -Imp. . . . . . . 0 1st W/0SRVC CR FDR. . 1 PER HOUR. . . . . , . . . . . . 0 401 - 600 amp. . . . . . : 0 EA ADD' L BRNCH CIRC: 0 IN PLANT. . . . . . . . .. . . .. 0 Fa(A1 - 1000 amp. . . . . : @ ----_.___-------.----P'I_AN REVTFW SE►"TTOhI___._-__-_.__.__-__-_ 1000+ amp/volt. . . . . : 0 ) =4 RES nnUNITS. . . . . . . . : > 600 VOLT NOMINAL. . : _ ti= Reconnect ly. . . . . . 0 SVC/FDR ? - 225 AMISS. . - CL..ASS AREA/SPEC OCC. : Owner: --------------------------------------------------------- FEES -- -------------- COURTYARD BY MORRIOTT type amol.int by date recpt 15686 SW SEQUOIA P'RMT R 35. 00 JSD 01/21 /97 97-289.148 iP'CT $ 1. 75 JSD N t/c 1./9 7 97-289148 TIGARD OR 96C-23 Phone #: ;. Contractor,: ____.____._.___----.._--•----__-----._____._----.__.___.__----____________---.._____._-__--- E� JARMFR E=LECTRIC INC $ 36. 75 TOTAL 51.05 SW 45TH __.•__....._. .. REQU I RE'D INSPECTIONS - ----- PORTLAND OR 97F'21 ceiling Cover Elect' I Final Phone #: 503-246-5381 Wall Covet- Reg overReg #,. . . 6924 This perait is issued subject to the regulations contained in the _KA Tigard Municipal Code, State of Eyre. Specialty Codes and all other Permittee Signattrre applicable laws. All work will be done in accordance with approved plans. This perait will ewpire if work is not started within 188 days of issuance, or if work is suspended for sore than 188 days. IT s�.r e d ' ___(]6•�fJF_R INSTAL_L_ATION ONI-.� - __.----..__.---- The installation is being made on property I own which is not intended for sal ?, Lease, or rent. OWNER"; SIGNATURE: DATE: INSTAL..1_ATION SIGNATURE OF SUPR. ELEC' N: DATE- LICENSE ATE_:LICENSE NO: Call for ins;pent inn - 639-4 175 I i r Community Development ELECTRICAL PFNMIT APPLICATION 13125 SW Hall Blvd. Tigard, OR 97223 PI?:rcK/Rec. # Permit # C Cc- Phone (503) 639-4171 Date Issued + " 1 CITY 4F TI�3ARD FAX (503) 684-7297 Issued by �-�— TDD No. (503) 684-2772 c t _ Inspection (503) 639-4175 1. Job Address: 4. Complete Fee Schedule Below: Name of Development r` _11,1'1r. Number of Inspections per permit allowed —14" Address �j�R(o � �(it— Sc+rvice included Items Cost(ea) Sum City/State/Zip 4s. Residential-per unit 4 1000 eq 11 or lees $110 00 Pam e Name (or name of bu iness)_ _ dd11. 500 nor portion Ihsreol $25 on Commercial Residential❑ I im4«t Energy $2500 --- Each Menurd Honw,nr Modular ? Dwelling Service or Feeder $61100 2a. Contractor Installation only: 4b.Services or Feeders Installation,alteration or relocation 2 Electrical Contractor n 200 apse or lana 16000 A 201 amps to 400 ampr, $8000 2 401 amps to 0 amps $12000 2 City 150 Stat ZiP 601 amps to loon apse _— $12000 ---_.._— 2 Phone No. rJ14L, Over 1000 amps or volts $34000 2 Contractor's License No. C21 -1 _ _ 1'"`°""""only $5000 Contractor's Board Reg. No. 4c. Temporary Services or Feeders Installation,alteration,or relocation 2 Signature of Supr. Elec'n 200 amps or lege $5000 2 License No. 4 CApIS IF Phone No. _ 201 amps to 400 amps $7500 2 401 amps to 200 amps $too 00 Ower Wo amps to low vo"6 2b. For owner Installations: see W above 1 4d. Branch Circuits Print Owner's Name New alteration or extension per panel Addrebs a)The las for branch cincurfs with City --� i state ZIP — purchsu of service or hoofer Ape. 2 Foch branch circuit $500 Phone No. _ h)The fee for branch circuits wifha.K The installation is being made on property I own which is punchm"or servke or,boiler Are. First branch circuit �, $35 00 not intended for sale, lease or rent. Each additional hranrh circuit $5 00 Owner's Signature 4e. Miscellaneous (Service or leeder not included) 2 3. Plan Review section (if required): Fach primp or it rgation cirde $4000 Each sign or outline fighting $4000 Signal circuit(R)or a limited energy 2 Please check appropriate item and anter fes in section 5B. penal,alteration or extension $4o on _ 4 or more residential units in one structure Minor Lahels(ICI) Eton o0 Service and feeder<25 amps or more System over 600 volts nominal 4f. Each additional inspection ov*r —!Classified area or structure containing special occupancy the allowable in any of the above as described in N.E=.0 Chapter 5 Pg11r p1 t1 w $n5 no _--- Per hour $55 o0 In Plnnl >;SS on --�-- Submit 2 sets of plans with application where any of the$love — '" --- apply. Not required for temporary construction srrrvices. S. Fees: NOTICE 5a. Enter total of above fees $ 'u 5%Surcharge(05 X total fees) $ I PCFRMITS BECOME VOID 11 WORK OR CONSTRUCTION 5b. Enter 0rel g _ AUTHuR!= 'S NOT COMMENCED WITHIN 180 DAYS,OR IF r Review line A for Plan CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR if required(Sec.3) $ A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS Subronal sf COMMENCED T•ust Accountill $ Balance Clue $ .moa .o `M s' I w Page No. 1 CASE 7:TSTORY FOR CABG NO.: BLC97-0040 ,')URTYARD BY MARRIOTT 15036 RN SEQUOIA PKWY 1 OS/1!/9B Action Description Req/ Schd/ End/ Action Notes Disp By Updnte Upd Code Sent Done Done Date BY ------- ------------------------------ -------- -------- ----- ---------------- ---- --- -------- --- • RLCt'001. Application received 01/21/97 / / 01/21/97 PASS JSD 01/21/97 JD RLCC003 Permit created 01/21/97 / / 01/21/97 PASS JSD 01/21/97 JD BLCC500 M lesue permit / / / / 01/21/97 PASS JSD 01/21/97 JD Bl,CC799 R1ect'1 Final 01/21/97 / / 01/30/97 PADS MJR 01/31/97 MJR BLCCP00 Case Finaled / / / / 01/30/97 PASS MJR 01/31/97 MJF 1 i i 1 I r I i 1 � ; w t r 9 •- rr,,.... ., ..wt:,::; ...,,..,.., .. ... ..ry7phNl}A�iYM1^119Nai''�i�dtA9:`�#ARTMi.:*,�+'•m„ .._,, .. -_ .. .... . .,.. ... Geu Enginems June 27, 1996 ConsultiuR Engineers Citi_ andCcoscrtatists offices In Washington, Oregon and Alaska CA PacTrust 15115 Southwest Sequoia Parkway Tigard, Oregon 97224 Attention: Mr. Dick Krippaehne Construction Compliance and Stability Rockery N/all Marriott Property Par;1c Corporat- Venter ' I'igard, Oregon File No. 2361-011-36 This letter addresses the special inspection requirements of the rockeries (rockery walls) constructed at the Marriott Hotel building at the Pacific Corporate Center in Tigard, Oregon. GeoEngineers provided a design for rockeries at this development in our drawings and E specifications dated August S, 1994. Three separate rockeries were constructed in Augwt of 1994 along the north and center portions of the development. Two additional rockeries were constructed at the Marriott Hotel during its construction in 1996. All of the walls were constructed by Starns Rockeries, of Carnation Washington. We observed construction of the three rockeries in the first phase of the development but did not observe construction of the rockeries at the Marriott Hotel. Since field inspections of the Marriott Hotel rockeries were not performed during construction, we considered the following during our evaluation of wall stability (supporting documentation is attached). 1. We observed their post construction condition on March 7, 1996. The approximate rockery height, rock size and the batnr of the wall face were measured. Based on our observations, the constructed wall is in general conformance with our drawings and specifications, with the exception of the wall face batter, which varies from approximately IH:SV (hori-ontal to vertical) to IH:15V. The plans specify 1H:5V). Consequently, we completed additional stability calculations for the rockery with a batter of III:15V. ('ki)Engineers,Inc. 75N tilt Bridgeport Road - Ihirthid,(1R 97224 Telephone(503)624.91'4 t;rr(503)620.5940 . 4 r+nP�o�rec►t4M C� R '���� we,�+.,tiwytnw.w,r,t rvtns^.ew!retur i, {�arf�'."P .'Vtd�f+Odi�lP4r 16�,cMF ;:,'-ir.� M, ;'af sa.1�g oriy�;•+7+r:er+,Jrr,NSP'..1r.rirr. ,r�,,Tnii-'Mpvti`x�;s' .,t.�'-��' aftg'+ _ .pMn,. ..x,.. �r-.,r,.q f.�.,....�,,,. � _..M,�.-•.,.tt-R�•.+yMjS" e. m-.+w• . wa . +r �' F"'`- �`'+'� ^'w' �Y w•n6ry w:1m .�...�..w �..�.y+,a''�P►MiwAr r' Vw ' PacTrust June 27, 1996 Page 2 2. The Marriol+ walls were constructed at the same development and by the same contractor � as other rockery walls observed by us. We noted no exceptions to our construction recommendations for the walls we observed. 3. The Marriott walls were completed prior to September 1995. Therefore, they have been subjected to the freezing and hcivy rainfal, conditions of the 1995/1996 winter season. 4. Rock quality testing of samples taken from the wall have been completed sor comparison 40 the specified values. Expansive breakdown, soundness, bulk specific gravity, and absorption results are in compliance with our specifications. Unconfined compression stren�nh of the rock sample was 13,630 psi (pounds per square inch). Although the specified value is 14,500 psi, the measured value is acceptable considering the accuracy of the test and that the test results are within 7 percent of the required value. 5. We visited the site to evaluate the rockery drainage as constructed. We also spoke with the project superintendent, Mr. Ed Botts of Walsh Construction, to determine which elements of the design wall drainage system were constructed as designed. Based on our observations and discussions with the general cor,;ractor, we are satisfied that the wall drainage system has been installed in accordance with our specifications. Based on our field observations and calculations, it is our opinion that the rockeries at the Marriott property are acceptable and were constructed in general conformance with our specifications. �. 1 a Yours very truly, GeoEnglneers, Inc. David L. Thi len, P.L. Associal e DLT:rr' Documenl ID: 236101 11.rw i Attachments CC: Mr. George Steele City of Tigard D e o E n R i n e e r File No.2361-011-36-2130 1 V I ILL : Mpr uo, ii to �yu ,uvc r ,ut MEMORANDUM W A L 8 H C O N 8 7 R U G T I O N ,lob a®sae-c«urMrd By Marriot � Sw Seg MP Pa". a .Tisa a OR 9722Q Ofnce(00 • PYtOr DATE Maroh 214, 1008 TO: Bma Hupy FROM: 9d 6otts "�� OF. rnirtYard by Marrintt Rork Walls CC. Oen Snow Brad it was nice to have mat with you at CourtYard Marriott to discuss the drainage of the rack walls. t want to assure you that Q'perforated drain pipe with a sock was Instilled per plans ,and the speclfled amount of 4"crushed rock was Installed behind the rockery also per plana and specs. should you Neva any yuesdotis ploose W11. � 1 IWIR JUNE II ' I , , •+.., r. �,,,+.,,. ,,•.,.., �.y.^,» ,4 -l""71M,•..�, .w..� «^'""'..'--,rna. +w -'n ,�+ �m,�.yR..„ ,.n.k,N!+►wQ. a „erWro - MAR-25-1996 16:53 AGRA 503 620 7892 P.02i02 AGRA Earth 8 Environmental, Inc. f AG R A 7477 5w Tech Center Drive Earth & Environmental Portland,Oregon U.S.A. 97223-8025 Tel (503)639-3400 March 25, 1996 Fax (5L%3)620-7892 w� 21-07864-02 Mr. Dave Scott, P.E. l' City of Tigard 13125 S.W. Hall Boulevard Tigard, Oregon 97223 1 Dear Mr. Scott: RE: END OF PRoJECI SUMMARY LEITER TIGARD COURTYARD BY MARRIOTT S.W. SEQUOIA PARKWAY TIGARD, OREGON PERMIT #BUP 95-0079 In accordance with Chapter 306 of the Uniform Building Code and this requirements of the City of Tigard, AGRA Earth & Environmental, Inc. (AEE) has provided zpecial inspection services for the tiubJect site and is writing this letter to summarize our observations. , Representatives of AEE have provided special inspections for foundation bearing surfaces, ent structural fill placement and compaction, to thie beste t olf our knowledgeng, concrete Galtl of The construction pavement. Based upon this wo observed appears to have been constructed in accordance with the approved plans and specifications, our recommendations, and the Uniform Building Code. We hope that the above intormation meets your needs and requirements. If you have any question, please call (503) 639-3400. Sincerely, AGRA Earth & Environmental, Inc. 10 14,4 OSi 3,ip"' Stuert A k right, Frank Shenefield Senior Geotechnical eer Chief Technician Or�00Plnc. �. EY,PIP.ES 1;'1311 Engineering R Envsronrnentar Services TOTAL_ P.02 ...pwu • ,..�. Nom. .."*ew'µ..r, W.t P wy.y�F a,..,.,,h ,. �� .,. .: -, , w:. x a:"a ..wN..��.. =r?. ,., r;-, + ylrtn y���`"�'�l"�'N4ii+�`s`yv1.�;�+'r�*ary}�M�<,; t•lRl i P. t FEP-21-96 WED 13:56 • FEH-�i-1996 13iJa ALAPji awitnL STATION P. 01 P-01 ADVANCED SERVICES COTtt Repc��t Run Data: 02/21/90 P a BOX 55h09 xvpart Run Time: 13126145 WORTL&MV OR 97238-S6as 51-01-0573 i!t«at«f��«aa 11te. snort message wr+*+e**�**#r ►*��* � P 9 Report x�tg*:xd w««a s pate : Month/Da t®j dd Day : Day of the WeeeK, Recvd : Received Tilue cMD1t i Complptwd Time Co. -r. : Event God* COURTYARD BY MARRIOTT MW ACCOUNT) Dosc : Event tlType ption 17snr : User Info 15686 SW SEQUOIA PARKWAY T1C:ARD OR 97124 _ �_ _----_..- •_..�._..- Fold Here All EVG6nts Detail 82/21/96 - 02/21/96 COMATYARD BY MARRIOTT NM ACCOUNT) 15686 SW SEQU07A PARKWAY DATE DAY "CVD CMPLT CODE MS0 DESCRZ.PTION (USER INFORMATION) 02/21 Wed 12o26 00pp [C"" Event Ocartator: AM at:tn0ntt LEFT 1U9Q1FVROALAM CO DO CALL HAa REGARDING GARB COPY CODE-COMM OENT DURPCNG TI&TINd ARE DIFFFERF,NT. rNABLX TO PROCESS HARD COM OP58 Pa•scsard Name: Operator PassCaXd completed on! 0z/21/99 att 17122:22 operator: AM Disposition: COMMents/Schedule Entered 02/al wed 08 t 4J Event OPe;catar: TD8 at! 08143:50 AOet Opn/Clo: Closed : Out-Of-Sorvice: 02/21 Until 02/21 Strt: oa!44 Until: 09144 2ane(aI Comment: TBT RON TILL 0944 02/21 Wod 08:4,4 08:44 - >OU8 OUT OF SERVICE i Out-of-sairvio*: 02/21 Until 02/21 Strt: 08144 Unti,ls 09144 zanw(s) : Colmebt4 TST RON TILL 0944 Comments TESTINO MR - RON W/PC TILL 0944. OP73 I Pussoard Name: DAVID BEtL LoMpletlad on! 02/21/96 at: 09:44158 Operator: TAS Dilapos ltign: 8yste!m out of S4ttvica Q2/21 Wed 09:215 Event Operator: ACG at: 0912514;1 Aavt 0pn/Clo: Closed + Contact C :lied: DAVID BELL Phone Numbars Contaet R ftlt1 Aute-Dial at: 09!26914 02/'1.1 Wed 09t51% 09:36 03 >INV UNDEFINED s1G21AL 02/21 Wed 09:35 69:35 32 >INV UNDRDINED SIGI+TAL 02/21 Wed 09:37 09137 23 >INV +JNM ItiED SIGNAL 02/21 Wed 09:39 09x39 02 >IND UND61MED BIGTTAL 02/21 Wed 09;39 09:39 2a >INV UNDEFIRM 81GNAT, Pq 7 Post-It"Fax Note 7671 are011au From -� ----- AV r ' r f... ,m, .:5,`,�r,+n•,' n + t y spi; r L'0r�""i`'e p::y,;:.e�a7ut';",v* .h< t.tU �•.44�0r D0 'e, ... it P. Eta FEB-21-96 WED 13:57 p, 02 FEB-2i-i9g& 13,35 ALARM CENTRFV. OTRTIQN P.02 01/21 Wed 04141 09:45 02 7INV UNDEVINED SIGNAL 02/21 wed 05:41 09►41 22 ySNV UNDFFxNED SIGNAL 02/21 wed 09:44 09144 RTC REME"D TO 19EVICt 03/22 Wecl 09149 n Clo: closed Event 0 ®rotor: ACCs nt: 09:4916 Acct O P / orator RON M/PPC CALLED To CRECK FOR MKAM.-OP64 Fassaard NaZ61 DAV'XQ ULL completed on! Ce/mments/StChadule7$ntered pptratar: ACd End of Raport i f C I +r 1 1: 1. TOTPL P.O? r � r � - _ R CITY OF TIGARD CERTIFIC:ATE OF' COMMUNITY DEVELOPMENT DEPARTMENT PERMIT +liOCCUPANCY _ 13125 SW Nall Blvd.Tigard,Oregon 071.23.8109 (503)630.4171 . . . . . . . t BllF'9;i ►�07`1 i r1TE ISSUEnt 03/gra/96 PARCEL s .::mi l 12DD-014 00 3I TE: ADDRESS. . . 1 15686 SW SEQUOIA PKWY r i '3UBD I V I S I ON. . . . a 2;ON I NCS t 1—P BLOCK. . . . . . . . . . I LOO.. . . . . . . . . . . . . I r ' I':LAS9_OF'—W4RK, tNEW— _..__ _ _._-. _._ _..._-_._..___�._....�.��__�_�..�.________.___...._____...._ ..._.-•_- TYPE OF USE. . . I CUM i OCCUPANCY GRP. 05 11.18 OCC:UPON1CY LOAD: 0 i f "FNANT NAME. . , tMARRIQ'rT 1 I'.,mavJ(,* : 4 story hotel, 114) quest rooms i i COURTYARD BY I 1.5686 'SW SEQUOIA I XUARD OR 972Fc3 i ''hone #1 I 1 1 S 1 1 I G`h o n e #t Req #. . : ",171c'31XIs Occupancy of the above r••eferenrpd building is hereby given, anri certifieg ! the compliance with the State Of Oregon Specialty Codex for the gromp, I occl..lpAticy, anti use under which 'the referenced rips.mit a issued. I r�i_► 1)CrJU 1NSF`.- _ OR BlJ INU FICIAL POST 1114 'w"ONSPICUC1US PLACE: q 4 . 1 •••. •,.• yl..*An tnMh.wi;:;r,ti,4 tii{: 11, NxY Y' aeucu¢:r ., - ...HnloaIDp:appF:.NW' „e.nlrt.N:. i , 7w w-^r^+.•,e w.w-..•n-•;,c,.,'i„-^ .- .»� ,..,u. . „ ,. ..,r*, „ •rim. , .:. , ,.rYl.,,r..,,.,,,r '►+�,,rK.,,,,,.+1�,. w+ ., -. kWM1:MMThM'gtrrrgwn,yr..+r! MAR-07-1996 15:16 AGRA 503 620 7892 P.02i02 1 � AGRA Earth& Environmental, Inc. GAGRA 7477 SW Tech,.enter Drive Earth & Environmental Portland,Crego,r U.S.A. 97223-8025 Tel (503)633-3400 Fax (503)620.7892 March 7, 1996 21-07864-02 r� Mr. Dave Scott, P.E. City of Tigard 13'25 S.W. Nall Boulevard Tigard, Oregon 97223 Dear Mr. Scott: RL: END OF PROJECT SUMMARY LETTER TIGARD COURTYARD BY MARRIOTT S.W. SEQUOIA PARKWAY TIGARD, OREGON PERMIT # BLIP 95-0079 In accordance with Chapter 306 of the Uniform Building Code and the requirements of the 1 f+ City of Tigard, AGRA Earth & Environmental, Inc. (AEE) has provided special inspection services for the subject site and is writing this letter to summarize our observations. Representatives of AEE have provided special inspections for foundation bearing surfaces, structural fill placement and compaction, 0e grading, concrete placement and rebar, and pavement. Based upon this work and to the best of our knowledge, all of the construction i ! observed appears to have been constructed in accordance with the approved plans and specifications, our recommendations, and the Uniform Building Code. We hope that the above information meets your needs and requirements. If you have any i questions, please call. I Sincerely, AGRA, Earth & Environmenta ALBR fn Stuart Albright, P.E. Frank Shenefield. c k Senior Geotechnical Engi7»R Q tea. Chief Technician ��,t+ �1'CtSTEaF' ♦�c, �SSIDNALF ta4 r(,�{ F-rgineer.'ng R FEnvironmental Service ExQiai_____ lzsl9G —91'AI P.Ci 1. ( r R14VMlWMiiAsi'ir'>,,4 . ...ua, ,,nu owa.amewNerwnv.ewwrw.+ ^ -+w , ',a�mwnv,�+oprn IL/ CITY OF TIGARD BUILDING INSPECTION NOTICE • Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service NAL: Foundation Water Line Ceiling -_Plumb. Post/Beam Mach. Shear/Sheath Framing ec . Plbg.Und/Flr/Slab Plbg, Top Out Insulation -Elect. Post/Beam Struct. Mach, Rough-in Gyp. Bd. San. Sewer Gas Line Appr/Sdwlk Other: /� rLeS 7 -- Date: Z A.M. --P.M. Entry: Address: _. S E'�•1l � - Tenant: _ Ste: MST: _ — UP: Con/Own: - G VEC: PLM: THE LLOWING CORR TIONS ARE REQU RED: ELR: .� DO gs- oo79 JZ x1r qs-t og ���► 9s -o zs 8 �a, .-- I _BJH 5 -0197 -T - E-qs v1,s-✓----- - AN r� --- __ - 2 Inspect or: _�.- Date: - _ P`- 'A PROVED __DI SAP PROVE D/CALL FOR REINSP. CF CO i l ', .�'.'{R►T.. �„„ �«.rra� ."Y"�^'"tw M.. y,r,... N..�.. .t„� ,tAwV+ t'•IMr'Mk«+...y. ...w ryr+_ �'� r p BUILDING PERMIT I CITY OF TIGARD P 5 DATE ISSUED: 02/20/96 a • COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hall Blvd Tigard,Oregon 07223.6109 (503)639.4171 PARCEL. cS 1 1'DA--01400 SIT-' ADDRESS. . . : 156B& SW GEL?UO I A PKWY SUBDIVISION. . . . : Z.ON I NG: I--P E•LOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . . REISSUE: FLOOR ARI=AS.-'_—._------'-- EXTERIOR WALL CONSTRUCTION- CLASS OF WORK. :NEW FIRST. . . . : 0 Sf N: IHR S: IHR E: IHR W: 1HR TYPI` OF USE. . . :COM SECOND. . . . 12) of PROTECT Of=CNINGG?_ __ -_ -- •f TYPE OF CONST. ;5-1HR . . . e 0 sf N. a: E: Ws OCCUPANCY URP. :R1 TOTAL--- - -- -: 0 s t ROOF CONST s IIFI RE: RCT?:Y DCL:UPANCY LOAD: 0 BAGEMENT. : 0 5f AREA SEH'. RATLD:2HR S'TOR. : 4 HT : 47 Ft. GARAGE:. . . : 0 5 F OL'C+.J SEP. RATEDc 11IR BGMT' :N MGZ Z n:N REOD SETBACKS--_._----— REQUIRED--------------------- FLOOR EQUIRED-.--------------------- FLOOR LOAD. . . . : 40 p•.f LEFT: 0 ft RGHT: 0 ft F'IR 'f %-.:Y SMOK DET. . :Y DWELLING UNIT,: 0 FRNT: 0 ft REAR: 0 ft FIR ALRM:Y HNDICP AGC:` BEDRM5: 0 BATHS. 0 IMI--' SURrPCE: 0 PRO CORK: Y PARKING. I?r VALUE. $ : L:4001ZI Remark'a : ROCK RF_HiINING WALLS Owner-: _.________—___.___—_.____. _._-•__ __._.__..---_.___.__..__._..__.._____-- FEES COURTYARD BY type amount by date 1-ecpt 15686 SW SEDUOIA PRMT $ 164. 50 PON 0 :/20/96 96-27065 PLCI, $ 7.06. 93 JHF 07/06/95 95 -26707 5 TIGARD OR 9722.:; SPC"F t 8. 23 BON 02/20/96 96--27085 Contractor: --____.________.___--_•-•----_____._._..__-_ 1 WAL51H CONSTRUCTION INC 3015 SW 1ST AVENUE: PORTLAND OR 97EQ11 --.________ry__.-----..___.____----•----- _._.... . Rhode #i: $ 4.79. 6E TOTAL. Rey k. . a 10.1.398 REQUIRED INSF'EC:TIONS T`Iis pereat is issued subject to the regulations contained in the Mi sc. 1nt:.plect i on Tigard Municipal Code, State of Dre. Specialty Codes and all other rina1 Inuipection applicable laws. P.11 work will be done it accordance with approved pians. This ptrait wiil expire if work is not started witAr days of issuance, or if work is suspended for sore : p than 18 S. o mittee te n�atI_rr e : s.;{rei.1 Byo Call for- ins%ec•tion 639-4175 ti } , 01, Commercial Building Permit Application ^�� h • City of Tigard 13125 SW Hall B.'vd. �5AU0 LA Tigard, OR 97223 � ,\\ (503) 639-4171 f, Jobelte Address: (Q ,r � �� I �' • Teirant:( �J �o to1X �,� A r 10 1 SURD N Office Us*ONIy T ' PlaaddRec Valuation: Qf� Permit a Owner. _ E- l _�_ Map& TL # Address: Approvals ReguirsR! 1i) on c�ZZ4 < t„ KPlanning Phone: �Z Engineering __-- Other Contracto t �Md - Type of const: -'17 zy Occupancy class: Phone: Sprinklered? ( No Contractor's License , attach copy of current Oregon license) Sq. ft. of project: _ lr '� &J Contact name 8 phone: r �.� 12-z `�X7,3, Story (1st, 2nd, etc.) , 45 ?`L_ Proposed use: /L Architect/Engineer: _ LU 41.A/Ce_Z r-- �, f Previous use: Address: Note: Plumbing & mechanical pi ins _ v lF�l�19 O1 _ must be submitted at time of builaing permit application. Phone JOB DESCRIPTION: _ (�X1[: �<�Z/�Rr�II•�I(r � 5v'2 "J (� ti0 Applic nt Signature ?hone number Received by: Date Received: . j ,k til .,Y: .5,� ,4.: k '•1 .;`{7 .iny yM '..a yra «.� .. -•N .5.� y�O. .: ...,e a.ry.m'JY' y' 4 �n _ ' page No. 1 CASE HISTORY FOR G48E NO.: BUP95-0250 TNN VR?M)P.&8 INC. 15,.86 SN SEQUOIA PICKY 05/18/99 R,aq/ Schd/ t:id/ Action Nuts Diap By Update Upd Action Description Date By Code Bent Done Da.ie -------- -------- 9/96 TLP PUPC007 Application 07/06/95 PEcm) JD 02/2Applicationreceived / / / / RECD JHF 02/08%96 JDA PUPCOIO Plan check deposit paid / / / / 07/06/95 8UPC030 Plan cluck by 07/06/95 / / 02/09/96 APPR Ji1F 02/09/96 JDA SUPC090 (P) Ready to issue 02/09/36 This permit was not given to the DSTs PASS JD8 02/09/96 JDA until 2/9/96. Jim F. had this as the engi.nee:ing stamp was fl"m a Scott Mills; and Engineer was Dan Snow. Jim called Scott who said the submitted plan was for another job and was not authorized by him to be used at any other project. According to Jim, Dick R. of pactrust had a conversation with Scott the Engineer of issue on the plane who in turn called Jim F. giving pexmisaiat to use the ?lana. The plans were never routed to the DSTe until 2/)/96. RUPC100 (F) Issue permit / / / / 02/20/96 )ASS B 02/20/96 BON BUPC799 Final Inspection / / / / 02/27/96 PASS TLP 02/29/96 TLP BlIPC960 Cane Finaled / / / / 02/27/96 PASS TLP 02/29/96 TLP i i I ` 1, i. C � 1 { M1 I:, h ti 1 CITY OF TIGARD ELECTRICAL ENERIT - E?f�aTRIL'TC:D ENERCiY � COMMUNITY DEVELOPMENT DEPAR WENT PERMIT #.1 EL R96 •0061 13125$W Hill Blvd.Tigard,Orpon 97223.6199 (503)639-4171 DATE I SGUED s 1 PARCEL: 2S 1 1 r"_'DD••01400 S I•'E ADDRESS. . . : 15666 5W SEQUOIA PKW`! SUBDIVISION. . . . s ZONING: I -F'' BLOCK. . . . . . . . . . . LOT. . . Project Description: Marriot A. RESIDENT IAL-- - - ----- D. GOMMERCIAL-- AUDIO & STE'~REO. . . : AUDIO & EYTEREO. . : INTERCOM & PAGING. . : 6 � BUP`_)I_fAR ALARM. . . . : POILER. . . . . . . . . . . LANDSCOPE/I RR I GAT. . : GF.RAGE OPENER. . . . . CLOLK. . . . . . . . . . . . MEDICAL. . . . . . . . . . . . s HVHL. . . . . . . . . . a . . : DATA/TELE COMM. . . NURSE CALLS. . . . . . . . . f` VACUUM SYSTEM. . . . : FIRE ALARM. . . . . . : OUTDOOR LANDSC LITE:: OTHER: : s HVAC. . . . . . . . . . . . :a; PROTECTIVE SIGNAL. . I NST RUMENTt1TI ON. : OTHER. . : 1 : TOTAL # OF SYSTEMS: 1 Oplicant : ---.___ _._____..__._._._.___._..__..._........ _ _.__ __.. _...-._...- ----•__._.._._ F-EEc; _UURTYARD BY MARRIOT type amount by date rec•pt A 156136 5W SLQUOIA PRI4T $ /+0. k1u7 JSD Oa/ 14/96 96—E'75953 SPCT $ 2. 00 J5D 02/ ,.4/96 96-275953 TTGARD OR 972,23 Phone #: contr-actors PROTLMP A S30CIATES INC. $ 4,2. 00 TOTAL 807 N. E. COUCH — - --— REQUIRED INSPECTIONS )RILANU ' '" 97c_::--: Ceiiiny Lover- Elect' 1 f=inal lune #: C. .3-6911 Wall Reg #. . : 3E3E16E3 This periit is issued sctject to tte regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other F i q )a t _i e applicable ;ars. Ail work will be done in accordance with r �J approved pians. This persit will expire if work is not starteo within 160 days of issuance, or if work :s susperioeo for acre than IN days. i s u d By --OWNI.R INSTALL_ATI!.N ONL.Y The installation is being made on property opety I own which is not intended for sale, lease, or •,ant. UWNER' b SIGNAIURL: DATE: _.__.___... .___._ __...---.. _...... -Cc7NTRnCTOR INSTALLATION ONLY-_._...___._.__.__ _-____ ...__._______.......__.. -rUTHORIZED SIGNATURE:: DATE: LICENSE NO: Call far• inS.pectxon - 639-4175 i i a Community Development RESTRICTED ENERGYE TRiCAL AP LI ATION 13125 SW Hall Blvd. '1 �j_ (J Tigard,OR 97223 PERMIT # Phone(503)639-4171 FAX(503)584-7297 DATE ISSUED TDD No. (503)684-2772 CITY OF TIGARD Inspection(503)639-4175 ISSUED BY -�PLEASE COMPLETE ALL SECTIONS 1. LOCATION OF INSTALLATION 4. TYPE OF WORK y 1 � 51af3� -5, . � U DI A f-L Address RESIDENTIAL—Restricted Energy Fee . . . . . . . . . �,QQ ' )UArz o OQ (FOR ALL SYSTEMS) City State Zip Check Type of Wark Involved: PERMITS ARE NON-TRANSFERABLE AND NON-REFUNDABLE AND EXPIRE IF WORK ❑ Audits and Stereo Systems IS NOT STARTED WITHIN 180 DAYS OF ISSUANCE OR IF WORK IS SUSPENDED FOR El DAYS. Burglar Alarm 2. CONTRACTOR APPLICATION ❑ Garage Door Opener* ❑ Heating,Ventilation and Air Conditioning System" Contractorp[ —&fx.__- lylr(' Fit!Cd-f I C AL.. Cl Vacuum Systems' Other Address ��7 - ------------ ❑ I Date �-14��� _ COMMERCIAL—Fee for each system . . . . . . . . . S40,00 (SEE OAR 918-260-260) Property Owner_ 1��lJ-'S _ Check Type of Work Involved: Contractor's Board Reg. No. 38� ❑ Audio and Stereo Systems 22 El Boiler Controls Phone# ----c),33-),3 3- 4p4 �- - - — — ❑ Clock Systems 3. OWNER APPLICATION ❑ Data Telecommunication Installations El Fire Alarm Installation 2 HVAC Print Owner's Name Phone No ❑ Instrumentation Address - ❑ Intercom and Paging Systems ❑ Landscape Irrigation Control' City State Zip ❑ Medical This permit is issued under OAR 918.320.370.This applicant agrees to make only El Nurse Calls reorkled energy installations(100 volt amps or leas)ander this permit and to do the ❑ Outdoor Landscape Lighting' following: I Only use electrical licensed persons to do installations where required.(Certain ❑ Protective Signaling residential and other transactions are exempt from licensing.These have ❑ Other asted4s(') All others need licensing). 2. Call for an inspection when all of the installations under this permit are ready for inspection at 503-6394175. ❑ Number of Systems 3. Purchase separate permits fnr all installations that are not ready for inspr tion when the inspector is out to inspect under this permit. •Nn lir rnars are required Licenses are mquired for all other Installations. 4. Assume responsibility for assuring that all corrections required by the inspector are done,and S. Assume responsibility for calling for a final inspection wher all of the 5. FEES corrections are completed. v The person signing for this permit must he the applicant ora person a. Enter Fees $ authorized to hind the applicant. ­57 — b. 5% Surcharge(05 x total above) $ Signature TOTAL $ Authority If other than applicant ENERGAP.CHP d �1 rift I-Aww *4 .............. t!a'.Atnywi«.,. ,.,•1.w,+w.�vrMr�+Nlswtwv+�za'�d67�;et�+Mtv:+�.Hr� Page No. 1 CARR HISTORY FOR CASE NO ELR96-0061 COURTYARD BY MAVTOT 15696 9N SEQUOIA PRNY 05/19/9! Action Description Req/ echd/ End/ Actium Diap By Jpdate Upd . Code 8eOt Lane Done Data 9?' PASS JSD 02/14/96 RLRC001 Application Received 01/14/94 / / 02/14/96 JD PLRC001 Pereit Created 01/14/96 / / 01/14/96 PASS JSD 02/ll/96 JD RLRC500 (F) I•eue permit / / / / 0:/14/96 PASS JSD 02/14/96 JD I 02/14/96 JD RLRC700 ceiling Cover 02/14/96 / / / / RLRC720 Nall Cover 02/14/96 / / / / 02/14/96 JD HLRC799 21 't'1 Final 02/14/96 / / / / 02/14/96 JD RIdtC900 Cane fine lad / / / / 02/16/96 YR9 MM 02/1R/96 M.TP I. i` I ` i 1 q Y � L 11 L i' i.( ���,� ' �!k s wwrwew.�r „.. x rcr.:•u£4c �.vMn.:.v.�a w.. :,.,. .......,. `;'f�IC1 f a' j�a MM 5`�"I�`X+' ti y. Jw .y,y,y .w+wwM.�JN�M�iIYSYMO,JSP4 • I I WASHINGTON I ` COUNTY, WIN OREGON f January 22, 1996 s i Roger Collins P.O. Box 3646 Bellevue, WA 98009 RI:: Courtyard by Marriott I 15686 SW Sequoia Parkway Tigard, OR 9722.4 Dear Mr. Collins: j t The Washington County Department of Health and Human Services has obtained the revised plans for the proposed Courtyard Restaurant to be located at 15686 SW Sequoia Parkway in Tigard, Oregon. The following revisions are understood to be planned: l I 1. Item 24 is indicated to be a food preparation sink. It must waste indirectly to a floor sink. I LAO#I/:,a•r"c•t T '' 4 1 2. There must be a handsink designated in each of the food or drink preparation and food or drink dispensing areas. Handsinks are now indicated for the back kitchen area, front service area, and portable bar station. j 3. Self-service salad/condiment areas must have a smooth, nonabsorbent floor covering such as vinyl. tile, or the equivalent extending 30 inches on each side to which the public has access. This includes the portable i bar area. 4. A preopening inspection must be conducted by our Department prior to license approval and operation. Please contact Mark Hanson at 648-8722 at least one week prior to operation to schedule this inspection. 5. All other requirements of this office's December 5, 1995, correspondence must be met. 6. The license fee of $ 395.00 and license application must be submitted to ' this office prior to the preopening inspection. r i Department of Health &Human Services 155 North First Avenue Hillsboro, Oregon 97124 WIC Nutrition Plan (503) 640-3555 Administration & Planning: (503) 693-4402 TDD: (503) 648-8601 Health Services: (503) 648.8881 FAX: Clinic 693.4522/Administration 693-4490 Environmental Health: (503) 648-8722 E -- sy7 ro., _,.- �..--..__,........_,..,.M,,•a•,nWw„ ,ilBlwiWC,wrac®w,aw,.rvrarF.+e..v...wn.w.-- — 1 -- s 1 ' � I i i i Roger Collins January 22, 1996 lr Page 2 1 Please submit requested revisions for final approval from ',his Department. Very truly your,, f HEALTH AND HUMAN SERVICES DEPARTMENT Toby Harris, R.S. Environmental Health and Sanitation i TH:sc c: Mark Hanson City of Tigard i lt' i i r l� IIf I II fri t w � 1 yyht• 1 44i� h F ELECTRICAL PERMIT CITY OF TIGARD DATEIISSUED. IZJ/20/95 COMMUNITY DEVELOPMENT DEPARTMLNT PARCEL: 2S112DD•-•01400 91 NII Blvd.Tigard,Oregon 979.9199 ,J1 0.79.4171 SaITE� ( LSI<L; ;. . . .. ,I,I 1 C]'1Fl 1-11-',WY SUBDIVISION. . . . a 7 ON I NG: I-P BLOCK. . . . . . .. . . . : L.Ci l.. . . . . . . . . . . . . . Project Descriptions -------------------------------------------------------------------------------------------- --RESIDENIIAI_ UNIT•----- ----.TEMP SRVC/rFE;DERS------ ------MISCELLANEOUG-__..__ 1000 SF OR LESS. . . . : 0 0 - 200 amp. . . . . . . : ID PC_IMP/IRRIGATION. . . . : Q EACH ADD' L. 5@05F. . . : 0 ;'01 400 amp. . . . . . . : 0 SIGN/OUT LINE LTG. . : LIMITED ENE:RGY. . . . . 0 401 - 600 amp. . . . . . : 0 SIGNAL/PANEL. . . . . . . : 0 VIANF. HM/ SVC:/FDR. . : 0 601-i-amns-lt7►00 volt i. : (7v MINOR LABEL ( 10) . . . : 0 ------r)E R V I CE/FE EDER- - - --- -BRANCH CIRCUITS-- — ---ADD' L INSPECTIONS--- 0 - 200 amp. . . . . . : 0 l-1/r3'RV10E OR rr-1-DFP: 0 PER INGPCCTTON. . . . . : iii 201 - 400 amp. . . . . . . 0 1st W/O 5RVC OR FDR. : 0 PER HOUR. . . . . . . . . . . 1 0 401 - 600 amp. . . . . . : 0 CSA ADD' L BRNCH CIRr • 0 IN PLANT. . . . . . . . . . . : 0 601 - 1000 amp. . . . . : 0 --- - -- -- ---_----FLAN REVIEW SECTION------____._._-_._.. 1000+ r,mn/volt. . . . . : 0 ) =4 PES UNITS. . . . . . . . : > 600 VOLT NOMINAL. . Reconnect only. . . . . a 0 SVC/FDR >= 225 AMPS_ : CLASS AREA/SPEC OCC. . `+ Owner: _.__.__ _____.__..____._____________._._.______._..___________- FFES COURTYARD BY MARRIOTT tvpe amount by date recpt 15686 SW SEQUOIA PRIri NT $ 1 'a. IIIA JD l.'./13i 95 95•--273855 5PCT $ 6. 00 JD 12/1.3/95 95-273855 TIGARD OR 97223 Phone #: Conteactor,: ____._________._____._-.-------•------------___..__-_._-_---___---__.____.___.__. SALEM SIGN CO INC $ 126. IZlfh. TOTAL 1.825 FRONT ST ' ------- REQUIRED 1 NSPEUT T rihir -- - 1 TIGARD OR 9730::3 Elect, I. Service Phone #: Elect' 1 f=inal Reg This perait is issued subject to the regulations contained in thepro_ It��lJl�ll7_� _ linard Municipal Code. State of Ore. Specialty Codes and all other Per^m l t e Signature applicable laws. All wor4 will be done in accordance with aouroyed olans. This perait will expire if work is not started within 188 days of Issuance, or if work is suspended for ■ore M4�ax than 188 days. Issued By INSTALLATION The installation is being maciP on oroaer^ty I own which is not intended for Sale. le:4se. or r-ent. OWNER' S SIGNATURE: DATE: ----------------------- -- CONTRACTOR INSTALLATION ONLY------ -----------------_--_-..__ SIGNATURE OF SUF'R. ELFC ' Iv: (TVA. �QD,ICGLiU� DATE a IL L I CENSE NO: Cal 1 for, inspection - 639-4175 • i' -\ . •.C' x'1, ... 4�. ..., s. i ; ....lf-. i t N _�,5� fIt. �,',:.'.: i, W qyF. 1 t Community Dovelopment ELECTRICAL. PERMIT APPLICATION 13125 SW Hall Blvd Tigard, OR Wk23 Permit # Date Issued 12--ZO Phone (503) 639-4171 CITY OF TI(�ARD FAX (503) 684-7297 TDD No (503) 684-2772 S Inspection (503) E39-4175 _ 1. Job Address: 4. Complete Fee .Schedule Below: Name of Develo ment� W Number of htspdctions per permit allowed Address L r 1 1.0-^�� c — — I Service inrh dao Items Cost(ea) Sum City/State/Zip_ !__— 4a. Residential -per unit Q 1�t I 1000 sq It or less $11000 _ Name (or na of business) U C L to G� t l .Each additional 500 sq It or �- portion thereof $2500 Commercial -_. Residential C� LimttedEnergy _ $2500 Each Manurd Home or Modular Dwelling Service or Feeder — $6800 2 2a. Contractor Inst Ration only: AA A 1 4b. Services or Feeders �rY ` Inslnllation,alteration,or relocation 2 Electrical C ra 200 amps or less $6000 Address l _ 201 amp:to 400 amps $8000 _ 2 City �— State zp_ �Q 401 amps to 600 amp: $12000 2 " �—� 601 amps to 1000 amps $18000 _ Phone No. )� _ Over 1000 amps or voh $34000 2 Job NO. Reconnect only _— $5000 — 2 contractor's license NO. _ -' 4c. Temporary Services or Feeders Contractor's Board Reg NO. > _ Installation,atleration,or refncatlon Sign&ture of S Mill c' 2200 amps or less 201 amps to400amps $5000License No — Phone No 401 amps to 600 amps $7500 —-- 2 ���_ �� Over 600 amps to 1000 volts $10000 - 1 2b. For owner installations: r see"b"above Print Owner's Name 4d. Branch Circuits ,_._.� — New.alteration or extension per pane Address a)The fee for branch circuits with City__ State _ Zlp^i- _ purchase of service or Feder fee. Each branch circuit $500 Phone NO. _ b)The fee for branch circuits without The installation is being made on property I own which is purchase of service nr feeder roe. 2 _ _ 2 not Intended for Sale, lease Of fent. First branch circuit $3500 Each additional branch circus — $5.00 Owner's Signature 4e. Miscellaneous (Service or feeder not included) 2 Each pump or irrigation circle $4000 2 3. Plan Review section (if required): Each sign or outline lighting $4000 Signal circult(s)or a Iimlted energy "v- 2 Please check appropriate Item and enter fee in section 5B. panel,alteration ar extension $40 0u 4 or more residential units in one structure Minor Labels(I U) _ S1i10.00 �. Service and feeder 225 amps or more 4f. Each addii!onal inspection System over 600 volts nominal � tion ever - Classified area or structure containing special occupancy the allowable In any of the above P- described in N E C Chapter 5 Per inspection v— $3500 —^ Per hour _ $5500 Submit 2 sets of plans with application where any of the above In Plant $55 00 — apply. Not required for temporary construction set vices. 5. Fees: NOTICE Iia. Enter total of above fees �— 5%Surcharge (05 X total fees) $ Subtotal PERMITS BECOME VOID IF WORK OR CONSTRUCTIC N $ AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 'ib. Enter 25% of line A for 3ONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR Plan Review if required (Sec 3) $ A PERIOD OF 180 DAYS AT ANY TIME AFTER WO IS Subtotal $ COMMENCED T.�n.v.kr Trust Account # p $ !!! 13alance Due $ ,r•• «-ter, - _,.__._, a:r<waf4ftt. �,�:,q,;ry Oft , k ' ap� +`'' 1~ µ�r 1, = ,N E4xYIGr'#'� , {int l- '•"' ;,r�1 j - , • i. i Page No. 1 GSE HISTORY FOR CABS NO.: ELC95-0634 COURTYARD BY MARRIOTT 15686 BM SEQUOIA PKWY 05/1!/9! Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd code Sent Done Done Date By ------ ------------------------------ -------- -------- -------- i � tt ELCC001 Appl(cation received / / / / 12/13/95 PEND JD 12/19/9" ■LCC003 Permit created / / / / 12/L/95 PEND B 12/19/ Y W CC400 (F)Ready to issue ' / / / 11/19/95 need contractor info PEND B 1.2/19/-- 1 1LCC500 (F)Iseue permit / / / 12/20/95 PASS B 11/10/95 P. ' ELCC799 Elect'l Final 01/29/96 / / 03/06/96 PASS MJR 03/06/96 K:R 1LCC800 Cane Finaled / / / / 03/06/96 YES KYR 03/06/96 MJR e. i 1 i c ..r�n,.,u�. �, M'd '�r Mr+Mr•.r+M�, ^Vr1�yv'Yw Y ,s+�'..,y,.�,..„y, W, h. 0 5:" k 1 } rad } �� .ytWRIt. .. v r WAWWA NO 01/05/1994 02:45 9045264212 LIHIMAC ENG PAGE 01 UNIMAC,A Rrown Company 3'.iAS Industrial Paris Drlvs Marlanna,Florida SIM FAX COVER SHEET o DATE: FSOUnry 12. 1996 TIME: 4.09 PM TO: We Mudd PHONE: FAX: 5016EW7297 FROM: BeV-Aks Bruce PHONE: 904-5263405,X. 2212 UrWac FAX: 90"2"12 RE: D ysr at Mar0o4t Courtyarfl,Pa -4 OR CC' Gary Cowen I Kevin Hlegm!Jackle McDonald/JoM George Number of Papas Including Cover Shoot Massap, Dear Mr. Rudd: This morning, we discussed the Model CG75 dryers that you have rejected because they did not have a UL. approval. UL is not certifying gas dryers. This is done by American Gas Associ .,tion (AGA). The machines should have an AGA monogram on the data label. If not atta;ned, find a copy of a I certificate verifying that the dryers are approved by AGA. I hope this solves the problem and you allow us to staii up the dryers. Best regards, Beng -Ake Bruce I Imk Attachment ry 1 ya rfi�,�19i+!l1�tC1kMlkiw'4�tJ��.,:7rV:tl-rie'buiaW apipx'.-irtn n a. ,w,r., ra w,. ....m 9 '. j. aril► r..r M 4 i DEC- 6-95 WED 10 : `i3 JOHNSON BRAUND P - 04 PHONE LOG ❑ MEMO ❑ CONFERENCE ❑ INFO ❑ FAX r ❑ Distribution: Project �' Project No. I __ --- --- Datee ( _ Time /u . incoming Call ❑ — Person ' I Outgoing Call ❑ Company �1= Phone No. _ File 0 SH CAW MiT Uri!" �Jt3L.J=� $ _dHP FLA5� LJ, 'C4 � r,4�4-�+ 2�c6 st`S � -5cCUP_4�; To CoV"-MIPIIML01 Yr ,(AGK A& 5'D~ A RD U IJD VENA SKAICY SUAFT _ �,cam. Signature __ tj 130 ANDOVER PARK EAST - SUITE 301 SEATTLE, WA 98188 TEL-206.431 .7960 FAX-206-431 -7960 r --------- ... i DEC— 6-95 WED 10 : 34 JOHNSON BRAUND P _ 0S LjQ � ca Q YI V I i o GL 1 o� o o � a 117 .a. ffi1 er �fuu�fRR � I • I 11r�1''I�Ir..r,�r■ .. r ■ ■ ■ I■ ■ I � ■ IN A � , _ _.. •, ;x*r^�r�Y�f`".".:,,.,f-��:., ry�.anm:x.�*7m-.: r'?w..R...q.. ...._. -Jr A t Y�• ,N � , 1!'�.N �� � � ,•�;Yid��Y„r4`'b,�i����'jl�+s�'� .��� �`��.��1�'"�k�� �� y � t ,.'.,5, ►,...r 4 p.y.•^.+n�m!ti.*.....p. .9...r,'a*Mlr�, .• ,. • w. r.�.k ,' �y�.•...,...,� �.,.„y,qr�.,�.,q v, v r DEC- 6-53 WED 10 C32 JOHNSON HRAUND P .. 4'3 r December 6, 1995 Mr.Jim Funk City of Tigard,Oregon 13125 SW Hall Boulevard / Tigard,Oregon 97223 ✓ I RE: CONSTRUCTION MODIFICATION COURTYARD BY MARRIOTT r Dear Mr. Funk; As you know, 1 have been requested by the owner of the Courtyard Hotel project (represented by Mr. Richmd Krippaehne) to pursue a construction modification with your office. Please find attached copies of the plan, section and elevation of the I proposed.change. The following items have been addressed as described: r 1. Sprinklers in the cavity: Pursuant to our conversation with Mr. Jerry Barbcrra of I.C.B.O., sprinklers will be provided within the cavity. 2. No vents in the eaves: We have shown screened, weather proof vent openings with a net flee area of 208 square inches, minimum. Iris is equal to 1/150th of the area of flat and sloped portions of the roof, roughly 1.5 square feet. GREG L. ALLWINE, AIA 3. Non combustible surface: We propose to cover the bottom of the one hour roof ARCHITECT ceiling assembly with sheet metal within five feet of the fan outlet (minimum.) 1 There will be at least 3" of space between the fan outlet and the non-conibultible metal surface and 18"to any combustible surface. 4. "Vertical wall element": As we discussed with Mr. Barberra, the vertical stud assembly will be clad with 5/8th inch "Type X" sheathing on tl+-_ exleriu, Ae only (ie.: not on the interior side within the cavity). The sheathing will be protected from the weather by standing seam metal. Please feel free to call or fax me directly if you have any questions or comments regarding these issues. Sincerely, GREG L. ALLWINE A.I.A., ARCMTFCT lRCHITECTURE / Robert II.KJeven, A.1.A.,Vice President f AND PLANNING 421111 130 ANDOVER PARK EAST SUITE 301 SEATTLE, WA 98188 / r FAX (206) 431-7960 T E L (208) 431.7960 I Z�O F' t .�...`y, r�' �, „, , r..vi.•-.e,y.n-u.... �, •41e' a .. .. s n my �4.fPR 'y, � ,r....tk�r ;. .pMy"•.,.4 ."!T :fae C' 1, 1'1 MEMORFdNDUM CITY OF TIGARD, OREGON TO: Finance Department FROM: James S. Duckett, Development Services DATE: OctobLr 31, 1995 SUBJECT: Refund due to miscalculation i RECEIPT: 95-267822 dated 07/10/95 Please issue a refund check in the amount of $61, 600 . 00 to the payee, Pacific Realty Associates, due to a miscalculation in the sewer assessment process . We calculated the sewer permit (SWR95-0236) based on individual. i. fixture units for the entire project ; the appropriate assessment I method determines the EDU count based on the number cf rooms and the fixture units in common areas . The appropriate calculation calls for one EDU for each two rooms. Since the project has 11.0 rooms, they are assessed 55 EDUs for the � b rooms . Since the common areas had 164 fixture units, they are assessed 10 EDU9 for the common areas . The total EDU assessment, therefore, should read 65 EDUs and the total charge should read $143 , 000 . Since $204 , 600 was paid on 07/10/95 for the sewer. assessment, $61, 600 should be refunded due to the recalculation. Thanking you in advance, i i C : Pacific Realty Associates ATTN: Dick Krippaehne FAX: 624-7755 I , C: Jeanne Flaig, Buil ing Dept s: s i 4 �a �.v IFr. ►y,•r• . �..,...; R�•,....,..�y.re•,.,l.nr.Ml"'.r+ .,,,�. r - •^�. yr .••M +s•<r,: r„^.,h ...q: .ew rryMa.rw^ i 1 1 f October 27, 1995 1 Mr. David Scott, P.E. City of Tigard, Oregon 13125 SW Hall Boulevard Tigard, Oregon 97223 RE: CONSTRUCTION MODIFICATION Courtyard by Marriott Dear Mr. Scott; I I have been requested by the owner of the Courtyard Hotel project to pursue a substitution to the required roof hatches at the stairs with your office. Since the hatches are intended in this case for smoke venting and not for roof access, we are proposing to use an operable ski at. (Please see the attached "Velux" model GGL cut sheets.) This particular model pivots in the center for ease of use P and maintenance. When open, the free area is roughly the entire length and width GREG L. ALLWINE,AIA of the curb allowing it to act in the same manner as a sixteen square foot manual AR011TECT smoke hatch during an emergency. Double pane tempered, laminated glazing meets safety and energy requirements. I Please feel free to call or fax me directly if you have any questions or comments regarding these issues. I Sincerely, GREG L. ALLWINE A.I.A., ARCHITECT r l0bcrt I1. Kleven, A.I.A., Vice President 4 ARCHITECTURE, attachmcnts AND PLANNING 421PF21PFIt08 O8 130 ANDOVER 0 PARK FAST I SUITE 301 f b/3) q�- SEATTLE,, WA 98188 TEL (206)431-7960 FAX (206) 431-7960 c� j' 1 a•} m l! r 4 r 16 4R : , 10/25/95 18:32 x503 824 7755 PACTRUST/UT/PDA Q 001/003 S FAX TRANSMITTAL COVER SHEET a Date_ Zs S Time w-- — r Number of Pages (including this sheet) IF THERE IS ANY PROBLEM WITH TRANSMISSION, i TELEPHONE (503) 624-6300 TO: --- Company: _�6 ry Location: _ ___ Cilygi= FAX Autodialer No.: FAX No.: FROM:, 'PI �omoanv _ Qjr91nalpQQ4ID�gSs {Pacific Realty Associe'es, L.P. ("PacTrust") [ ] Will follow via regular mail [ ] M&T Group ( ] Will follow via overnight mail [ J Property Development Associates ("PDA") (JCI, Will not follow � { j Real Estate Properties Limited Partnership [ ] Other: [ J Wiltala Property Management Company - (503) 624-7787 [ ] Other: _ Location: 15350 S.W. Sequoia Pkwy., Suite 300 Telephone No.: (503) 624-6300 Portland, Oregon 9722.4 FAX No.: (503) 624-7755 MESSAGE J:94-14;:PA _ TEs !cV 1,5e7> 1N67't r o�non•u w r` i 1 10/25/95 16:33 V503 924 7755 PACTRUST/N&T/PDA 14 002/003 _ 1 �4d'noaccumulative Sewer Tally This gS,'0 ,rasa: w tool Values value hwious t Credits Fimmas added # New total is ase Capped off Vs Tub/Slwwer 4 Jeets/lM+d 4 - 11 amid /Www Asp 1 T f alern•.�r+t -cotnrtar 4 arinklrq leis" t ( 1 FkW Drain- 2 inch _S� B 4 imh ° CAAW s1° cWoC" 3 Z- .Dein fo aK WPI ' -Goth fm 3 HPI 3z - _ HPI 48 OR snp jaw Sta) 6 1 SWI 2 _ I •' Sink ow .llrsdytl C _ 'COrrUnMtl4l 3 �--�— b - serw+ce S r O wow, ekA w 6 war Eat wow closet S Udnel _ C TOTALS - lc ided by 16 = U Total fixture values: _ ---• HISTORY, >LNt EDut t pass �wRs PLM# EDUO SWRS P1�At EDU1 SWR+ --- sWRt pip Eau�r SVV><t PUNA EDut � SwRt Puy+ wun ��L "� Yriq'ssJMlyy�yytJM .,aWfAa :.�i�,n,<u !,��:�diN.R�trakntlWYsrWVs;.x,1, rare�t.Lxuw- r.;ici_..,cS+±W!=f�1w�'"'• •• - o k t , �'+ T'IR,,+_iw. ..p. w.�. ,vr+-ypw•,�,. Myr +•�?' ., I u `d 10/25+5 18:35 $503 824 7755 PACTRUST/MAT/PDA Q003/003 -r IM NA-nOJ OP 4.hNdYAILY C T L� h N p D W ur t►JC• lJ/v t T EQ V.t U BisaYa �aD xS' VN iT'4 (1wwf) ». A �lNb GNR.G 'S t��,J'nvN oR.. 57 f� F. (ACJ' /�r �' ---- ectlon .D. t—IWPCA a kitchen. 3. Rcsidential H Rate Method a. This method shall apply to five major categories: l 1) residential dwellings served (or calculated to be served) t by larger than a 314" water meter and service; ` 2) motel and hotel units without individual kitchens; ` 3) dormitories; I 4) bed and breakfast facilities and other commercial lodging facilities; f S) recreational vehicle parks. This method shall apply whether the unit,dwelling,or I space is occupied or not. The Residential H Rate Method shall include ill facilities such as a central laundry,kitchen, ane recreation area, providing they are intended for the sole ,.se of the residents and guests. If the structure contains commercial operations available for use by the general public,additional DUs or DUES for the facilities used for the c)minercial operations shall be determined using the Fixture Count method. ' CALCULATION --Residential Dwelling: 1 DUE for the first five bedrooms plus 1 DUE for every two bed[OOA1S over five. • Dormitories, Hotels,Motels,Commercial Lodging Facilities: 1 DUE=2 bedrooms • Recreational Vehtc a ar cs: 1 DUE=2 Recreational Vehicle Spaces with Sewer Rates and Cha.*Res Resolution and Order Sectiot: 2 — Rules ar.d Regulaticns -- Page 14 40 55 fi 2066994403 FATRILIT FIRE PROTE;T 005 P01 SEP 29 195 07:24 3012 N.E.MINNEHWAA STREET,UNrT A VANCOWER.WA 98883-1409 FIRE PFI cnON TEL(3801899440:3 FAY,13801899--"65 F�.,�dMrr I�Tu��llispjrTTAr, COVER �,t r t please deliver the following pages to: MK NAMECArf :_ ------ COMPANY: --.- - RE: FACSIMILE 1 �\ FROM: Gerry Linnell COMPANY NAME: PATRIOT FIRE PRUiEF"PION, INC. Total Number of Pages ( Incl. covey pages) Date• _ Time Sent: If you have any difficulty in receiving this fax, please contac_ us at (360)-699-4403. �+ � �'Y r11�,/t4�pT[ 1^� �161P�� {�+4 b Z►h�- 4 Comments: -rv% f%3LL. LS ntT ! back. $LO 5 L I INIZE _ .JHn__�__y�� c'o�a�.ra ►Jor �i�J � ei�1G u?� s��� �� Z��+_,� -��, Z►+;- '�� �..�. � _ C .� ods� _�u�.11��i�aJ i��, � R,��►�►y"��"�..�L�oaG lk -t1��.r ��.t.a... SPOKANE,WA DIWE TACOMA,WA OFFICE TEL(5091926-3428 TEL(20619M2290 FAX 15091928-3708 FS, F FAX 12061922-8150 ,� ..Y, '!Y•�,.V "�y.�y,. zpn..1p ,y, •„•.,r....•.� 'T R "!►'�M'i � �" M T , 20,66994403 PATRIOT F:RE PROTECT 605 P02 SEP 29 `95 07:20' 0 J 1r �,f � �►r I 10 N ILU T >' LU OL � � � LU :D - P/Y+^}'ai•, 4 F^ r! / J� 1. ''logo 2066994403 PATRIOT FIRE PROTECT 005 P03 SEP 29 '95 0'7:26 I' 10 C11 TITLE: C11 I r Z Hour Rated Fires top /Cor Plastic (NON/t'ltatallic) POO o.- Cor/duit 1"hrough 61psurn Board Walls ST1 Using SpecSeal®Serles ;00 Sealant 1 i_na_Nat To Scala aa r r , I r j4+r�wiilwu� " til �. � r 15) 0 FIGURE I FIGURE 2 s 01 Rohd 9yPS&0M wiv//baard assemb y. OZ Ptd or CPI closed p/pe or coneiv/I aP M Z" S/rw NOTE: The products used W1 this design system have + been tested as follows: 0 SpecSeoSer/eS 1019 Senlont/"Stalled lie /-ml* depth w/M ow odwwonol//I'cove bead applied • ASTM E914(UL 1479). Refer to System No.W 2047 beMwrn Noe P/Pe and boh4 SLrrfoces of tMr;,.M// , ASTM E119(TlmaiTempWature Exposure) .4nnaler space fi/n/mu"r //1'fo mor/mw 1" (Cotton Waste Ignition) • Annular Specs Requirements OF/ber�/esS insu/olio"ntoNrloi wroo/ed oreaa+d P/pe end Secured.os/my a stw/Ne wJro. Recess /n"Anvo"from eoc/4 s/de of"ll Meek-emmodote j f//l mchr/al � Approved By: Date: Drawing No. Pn,Iect Name: �~ f Vs 10!U NOTICE This Information is Intended for engineering purposes only arrd Is Address: os based on lntemal 8'nlyd party testing which we believe to be accurate.The t user must dstermirn,tht suitability of the design to the application and the installer: product to local building codes. Since the use of the product Is beyorA control, Spechl+d och!'wfogles Inc.'s only responsibility shall be to refund Addreaw — or replace materials IOU nd to Se,defective as per our standard warrenty. Specified Technologies Inc. 2.00 Evans Way,Suite 2 (W) 992-1180 Sorrorville,NJ 08876 Signature: • —" en•ttxra •�M nay.to OM E fro►M i i ,M,�„ w•.-e, yp.,,�.- .,�..,,.,,.r,y.,y,.,r-,••"ick. .,�..ypr.. r.. ...-rr ...r ...y.. «}r ..,y. .«..� ..>•.�,y..,�........ ..,..two�r.wh ,r,., y. i - .XM . I . Pi— TACOMA 4Brh AVENUE r T ETACOMA,WA 98424RE PROTECTION FAX(2013)922-6150 CONTRACTORS MATERIAL&TEST REPORT FORABOVEGROUND PIPING TEL(208)928-2290 -:::::ar.^^.ccrr'^^^- rte s—^:^^as"^rzz........_.....:n.•.......�az�r.:.- ^..^.�^a�zrzti;^^r.^.r:swa:...:... _.-z�--::---- •:n:crr^::^r..^::sr^n^t.^.tnn^^:^s::«^ns�rsrs:•::rrrsauar.:r. PROCEDURE Upon oompletion M work,Inspection and tests shall be made by the oontra.:'tor's representative and witnessed by an owner's representative. All defects shell be ooneeted and system left In eervlce before oontractor's personnel finally leave the lob. A artNlcate stall be filled out and signed by both representadives. Copies shall be prepared for approving authorities,owners,and contractor, It Is under- stood the owner's representative's signature In no wsy prsludices any claim against contractor for faulty material,poor workmanship,or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME C vR D (2(� p I O DATE r I � /C. "l"� _ PROPERTY ADDRESS ACCEPTED BY A ACAANG A! THORITIES( tT ADDRESS INSTALLATION CONFORMS TO ACCEPTED PLANS LJYES IJNO PLANS EQUIPMENT USED IS APPROVED OYES LINO IF NO,EXPLAIN DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION YES-0 NO OF CONTROL VALVE AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO,EXPLAIN HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: UYESNCl INSTRUCTIONS 1. SYSTEM COMPONENTS INSTRUCTIONS ❑YES ONO 2. CARE AND MAINTENANCE INSTRUCTIONS. OYES LINO 3. NFPA 13A []YES ONO LOCATION SYSTEM " �/1/� r ^w� SERVES: l gl ��— OF SYSTEM --- - - - — - �— ----- ——-- --- YEAR OF RIFICE U MAKE MODEL MANUFACTURE SIZE QUANTITY RATING Ilve ire _ SPRINKLERS i Z PIPE AND TYPE OF PIPE 1,17"I 08 TYPE OF FITTINGS_ ALARM ALARM DEVICE MAXIMUM TIME TO OPERATE VALVE THROUGH TEST CONNECTION OR FLOW TYPE T MAKE MODEL MIN SEC. _ INDICATOR DRY VALVEQ.OD. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. _ TIME TO TRIP TIME WA L7C ASM DRY PIPE THRU TEST WATER AIR TRIP POINT REACHED OPERATED OPERATING CONNECTION PRESSURE PRESSURE_ AIR PRESSURE TEST OUTLET PROPERLY TEST MIN. SEC. PSI PSI PSI MIN. SEC. YES NO WITHOUT Q.O.D. WITH Q.O.D. N MEASURED FROM TIME INSPECTORS TEST CONNECTION IS OPENED SSA (OVER) t OPERATION �! []PNEUMATIC ❑ELECTRIC 0 HYDRAULIC DELUDE i PIPING SUPERVISED YES NO DETECTING MEDIA SUPERVISED -_ YE3 NO DELUGE ION DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL STATIONS YE5 NO VALVES IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING IF NO,EXPLAIN OYES ONO DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME T MAKE MODE. SUPERVISION LOSS ALARM OPERATE VALVE RELEASE OPERATE RELEASE 'YE YES HYDROSTATIC:Hydrostatic tests shall be made nt not lens than 21X1 p,l(13 a t•nrnl hrr two hours or"pet(].4 bare)above itetic pressure In etrcess of 10o pal TESTDESCRIPTION (10 2 bars)for Iwo hours.Differential dryPipe valve cioppere anal:he left open during tool to provent damage.All above ground plping leakage shell be aelpeed PNFUMATICt Establish 40 psi(27 bare)air pressure end measure drop which shall not exceed 1 v,pal(0.1 hare)In 24 noure.Teat pressure lanke at normal v,ater t level end sir proseure end rnnasure air pressure drop which shall not exceed 1A psi(0.1 bare)In 24 hours. Aii PIPINGOC) PSI FOR Z- RRS. IF RO,STATE RUM- DRY PIPING PNEUMATICALLY TESTED OYES ❑NO t EQUIPMENT OPERATES PROPERLY ❑YES 0 N DO YOU CERTIFY AS THE SPRINKLER SYSTEM CONTRACTOR THAT ADDITIVES A140 CORROSIVE CHEMICALS,WDIUM SIL)CATE OR DERIVATIVE'S OF SODIUM SILICATE,BRINE,OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TEST- ING SYSTEMS OR STOPPING LEAKSi ❑YES 0 N TESTg I IN h .A N WAT ST SUPPLY TEST CONNECTION: PSI CONNECTION OPEN WIDE PSI UNDERGROUND MAINS AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING. VERIFIED BY COPY OF THE U FORM NO.WB OYES ❑NO OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDER- ROUND SPRINKLER PIPING ❑YES ❑NO RIANK TESTING NUMBER USED LOCATIONS _ NUMBER REMOVED GA8KET8 DD PIPING __-IIYES UNO • IF YES. . DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AWS D10.9.LEVEL AR-3 ❑YES ❑NT', DO YOU CERTIFY THAT THE WELDING`NAS PERFORMED BY WFIDERS QUALIFIED IN l WELDING COMPUANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9,LEVEL AR-3 ❑YES 0 N DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A Mt;UMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED,THAT OPENINGS IN PIPING ARE SMOOTH,THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED,AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED OYES 0 N CUTOUTS DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL r - {DISCSCUTOUTS(DISCS)ARE RETRIEVED? ❑YES ONO FLI A DOES AFU REQUIRE A FUNCTIONAL FLOW TEST OF RESIDENTIAL SPRINKLERS? UYES NO FLOWTEST WEAE FUNCTIONAL FLOW TEST RESULTS SATISFACTORY? _ ❑YES ONO HYDRAULIC-NAME PLATE PROVIDED IF NO,EXPLAIN DATA IfIAMEPI ATE OYES ONO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN. REMARKS NAME OF SPRINKLER CONTRACTORV CONTRACTOR LICENSE "' PATRIFP099CF TESTS WITNESSED BY _ SIGNATURES FOR P45PERTY OWNER(SIGNED) N ) � 41 ITLE DATE- FOR SPRINKLER CONTRACTOR(SIGNED TITLE DATE FOR APPROVING AUTHORITY �1 r--�-' T m�� 1 9 AO �S TE f CERTIFY THAT THE INFORMATION H N IS TRUE AND THAT THI SPR KL STE AS INSTALLED INACCORD- ANCE C RD- E WITH RCW 16-100 AND THE RUktS ADOPTED BY THE WASHINGTON ADRAI STRA CODE AS ADMINISTERED BY CERTIFICATION HE STATE FIRE MARSHAL NAME Or CERTIFICATE OF COMPETENCY fIOLDER rRNT OR TYPEI SIONATURE OF CERTIFICATE OF COMPETENCY HOLDER CERTIFICATE REGISTRATION II DATE ADOTUNAL EXPLANATION AND NOTES a6A BACK .., ,..,M' k �.1Y•�Y 7 g1M*w0ye. . by.. A.-y ,V ft Vol"' BUILDING PERMIT 1 CITY OF TIGARD . PERMIT #. . . . . . RUF'95 _0.".-7 (COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 08/29/95 13126 8W Hall Blvd.Tigard,Oragm 97223.8199 (503Y]139417,4 1 PARCEL: 2S1121)1)--01 ,00 SITE ADDRESS. . . : 156B6 SW SEQUOIA P1-,WY . . . . : ZONING: I—F' SUBDIVISION BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . REISSUE: FLOOR AREAS-------_._,_._.-___ EXTERIOR WALL CONSTRUCTION— CLASS OF WORK. :NEW FIRST. . . . : sf N: 1HR S: 1HR E: 1HR W: 1HR TYPE OF USE. . . :COM SECOND. . . : sF PROTECT OPENINGS? _--._________ TYPE OF CONST. :5-11AR THIRD. . . . : sf N: S: E: W: OCCUPANCY GRP. :R 1 TOTAL--.-- IT 5f ROOF CONST t S FIRE RET?:Y OCCUPANCY LOAD: BASEMENT. : sf AREA SEF'. RATED-PHR __)TOR. :4 HT. :41) ft GARAGE. . . sf OCCU SEP. RATED: 111R BSMT? :N MEZZ" :N RE.QD I FLOOR LOAD. . . . :40 p s f LEFT: ft RGI-IT: fl FIR SPKL:Y SMOK DET. . :Y V' 4ELLING UNITS: FRNT: ft REAR: ft FIR ALRM:Y HNDICP ACC:Y +EDRMS: BATHS: IMP 13URFACE: PRO CORR:Y PARKING: VALUE. 8530;:' Remarks : 4 story hotel, 110 gl_lert room sprinkler system lOwner.: ___._.__._----_._..__.__._._._.._._ _ _ ._.. .. _._.. _. _....__.._.._.__. ._ ....____.._.._ __- FEES IN V T'URES� INC. type amo�_mt by date recpt CENTER BELLEVUE PRMT $ 391 . 00 JHF jb8/09/95 500 10fi AVE N. E. 41ar�r,o1� ! FIRE $ 156. 40 JHF 08/09/95 AEL_LE E 913004-:3646 /SG86 Scl S�o�o.a Rc 5PCT i• 19. 55 ,THF OA/09/95 — Ph Or #: ='0 —431-8000 Contractor- : PATRIOT FIRE PROTECTION INC 3013 NE MINWHAIIA ST. UNIT A ' VANCOUVER WA 98663 - 1409 l Phone #: X60-699- 440'. $ 566. 95 TOTAL 1 Reg #. . 7088.12 r ------- REQUIRED INSPECCTIONS This permit is issued sub)ect to the regulations contained in the Sprinkler Unciers Tigard Municipal Code, State of Dre. Specialty Codes ani all other Sprinkler Rough— applicable laws. All work will be done in acco dance with Sprinkler, Final app oved plans. This permit will expire if wore is not started Fire Alarm Insp within 180 days of issuance, or if work is suspel.aed for more Misr_. Tnsper_t i nn than 180 days. Final Inspection Permittee Gi MoreI t l T s s 1.r is d S y . Call for inspection — 639-4175 i (til e�--7 T"�Mdr 1 �Y4,P � OZ/Og/OS -4ii+-l9 18'503 681 72a7 CITY OF TIG:k'21) 1001/001 I .� 1,4 \_ APPLWATION FOR PERMIT TO INSTALL FIRE SPRINKLER S`rSTEM BUILDING DIVISION, CITY OF TICARD 639-4171 DATE: Permit Fee: 40°') Plan Check I-ee: 1TVr4a /Sbrfo 5% State Tax: __ --'-' /9sS Plans must be submitted to the Buildhig Division before i haliatio is Three Cse s of t;je plat r*6&A plan, showing the layout and the location of the 0 /1 Rensi�:_ Alteration:— k New I��stallation: _ Addition:---- -------- ,� aasament:�_._ Hood & Vent•_ � Complete:_ Partial:_Exitway: Spray Booth:,. — IN EXISTING BUILDlt4G: __-,._IN NEW 5UILDING:—'� _._—.----- NUM8ER h STREET: LO��e. Sw J per. +e�.Sem . NAME OF BUILDING or BUSINESS: _ — Ogg 02M NO. OF STORIcs• 4" SIZE OF BUILDING: OCCUPIED AS: -T - - TYPE OF SYSTEMS: Wet--y— Or �'C Combination:__ __ STANDPIPES:-.�OCC.HAZP PD: Light ORU.GRP.HA7�RD 1__ �_3_4,__Extra- _ —_ lo GPM/Ft2 DESIGN AREA_VAe SPRINKLER AREA kZ DENSITY . _ /2 ` "K" FACTOR 4, d--LTEMP. RATING!�s is ti� SPRINKLER ORIFICE SIZE'...--- "_!_ K 10;& p+ ► .t E t g80ah OWNEI'• 1Nr4 ADDRESS: 1;00 V�TJR£� ----- r _ QPrr�uX l tP.E ADDRESS: �iblL t Mttil�ltt}�t}Ph �A J 3 lykpa+lrq PLANS DPAWN BY: REMARKS: _- APPROVED permits includes only work described above and/or on plans ind specification bearing the same permit number and will comply with all applicable codes and ordinances of the City of Tigard. SPRINKLER COMPANY: 0=� --- ( l i �7 - PHONE: oo) q9— 4-03�"T SIGNATURE OF APPLICANT` �°�-n S,11LDIN - 71VISION: ---- --���' PERMIT VALID FOR 180 DAYS ;r v�rd+ce•neh'N�� e. •,. . .. ... ... ....... fir,... 1 :e Page No. CASR HISTORY FOR CASE NO.: iSUP95 0727 yy� p. 1 V' COURTYARD BY 15686 SW SEQUOIA PKWY 05/18/98 Schd/ Rnd/ Action No-es Diep By Update Upd Actics� AsecrSpt.irn R«I/ 1 Date BY Code Bent Lane Done i I PUP9762 Sprinkler Rough-In / / / / 10/06/95 entire system PASS TLP 10/09/95 TLP BVPCo07 Application Leceived / / / / 06/27/95 UNE OB/14/95 JD 06/27/95 UNE 08;14/95 JD 1sI1PCOl0 Plan check deposit paid / / / / 08/09/95 plan review done outside and i followed APPR MB 08/09%95 J6F PUPCO20 plan check by 08/09/95 b' up jhf BUPCo40 (P) Ready to issue / / / / 09/14/95 TSD 09/14/95 JD BUPC100 (F) Issue permit / / / / 08/29/95 BON 08/29/95 B BUPC787 Sprinkler Rough-In 08/09/95 / / 09/15/95 2ND 4 ]RD MRS ROU6NIN INSP AND PART GS 09/15/95 nRS HYDPOSSATIC TEST FOR 2ND AND IRD FLRS BUPC783 Sprinkler Rough-In / / / / 09/20/95 18T FL INSTALLATION ANT.) HYDRO-STATIC PART 08 10/09/9- TLP BUPC787 Sprinkler Rough-7n / 1 / / 10/18/95 attic area PASS TLP 10/18/95 TLP BUPC794 Sprinkler Final 08/o9/95 / / 02/27/96 PASS TLP 02/29/96 TLP HUPC785 Fire Alarm Insp 08/09/95 / / 02/27%96 PASS TLP 02/29/96 TLP BITPC799 Final Inspection , / / / 02/27/96 PASS TLP 02/29/96 TLP BUpC96o Cane Finaled / / / / 02/27/96 PASS TLP 02/29/96 TLP ,I aK I„ �I a sts, r ,r w r i V Y" Community Development ELECTRICAL PERMIT APPLICATION 13125 SW Hall Blvd. Tigard, OR 97223 Planck/Rec. # `)� -Abg(2 Permit # r 9 q-0'? _ �) Phone (503) 639-4171 Data Issuer! Y`- ? FAX (503) 684-7297 Issued .r'iy C h c.r les S-C ,4 m t d i CITY OF TIGARD TDD No. (503) 684-2772 Inspection (503) 639-4175 1. Job Address: 4. Complete Fee Schedule Below: Name of Development It % ijeA / Nrimbsr of Inspections per permit allowed Address 540 ���cL4Cfr -- / Service included Items Cost(ea) Sum • •� L_�� ,�'"r-ITU City/State/Zip TG ,1I C 4 4a. Residential-per uni: 4 1000 sq It o•bee $11000 Name or name of business Each eddilwnd 500 oq ft or ( ) -- portion Ih,�red $2500 1 Commerciah Residential ElEach null $25 DO -- Eaoh Meuld Nome or Modular I Dwelling Service or Feeder 11se 00 1 2s. Contractor Installation only: 4b.Services or Feeders ! / Installation alteration or relocation Cj 2 EIecIrica' Contractor _ lr if�1 ' I 200 amps or Isms W oo J1 2 AckireSS te%`r ![ 201 srr•A to 400 AMPS sec 00 t -) 401 ar.:pe to 600 amps 1112(',00 2 1 Cilfy (u`7•`1 State_ Zip_ I,�7- 601 amps to 1000 amps _ 11180')0 — , 2 i Phone No. )y( n ___� Over 1000 AMPS or voNs _•y $340(0 2 i Contractor's License No. Reconnect only 11500 Contractor's Board Reg. No. r' _ 4c. Temporary Services or Feeders nstaNatlon Alteration or relocation 2 Signature of Supr. �Iec f],✓/ e' — _ 200 amps or loss $5000 2 License No. 3 `J4_ Phor t-4o - 201 amps to 400 am $7500 � _ 401 amps to 600 amps $10000 Over 600 amps In 1000 volts 2b. For owner Installatiows: see•b'above 1 4d. Branch Circuits Print Owner's Name Naw alteration or smiension per panel AddressA)The fee for branch circuits with p purchew of somko or Meda bo. !e 2 Clry_,� State_ Zip__ Farb branch circuit _] )C, s500 Phone No. b)The fee for bran.h caa,rts without The installation is being made on property I own which is purchase of ewyke or fe4KMr Me. 2 First branch 7rcurf $3500 2 not intended for sale, lease Or rent Each nddA,o,wl branch circuit 115 00 Owner's Signature 4e. Miscellaneous (Service or fsedef not included) 2 3. Plan Review section (i/ required): Each pump or irrigation circle $4l.00 2 Each sign or outline lighting $4000 Signal cimud(s)or a lensed energy - t 2 ) Pleats check appropriate Item and enter fee In section 5B. Panel,alterabon or erAen•-nn $4000 Imo_ t 4 or more residential units in one structure Minor I atwls(10) $10000 JServile and feeder 225 amps or mole Systam over 600 volts nominal 411 Each additional inspection over Classified area of structure containing special occupancy the ellowablr,in any of the above i as describwd in N F C Chapter 5 Pai inspechon $3500 -- E Per hour $5500 J` In Plant $5500 Submit 2 sets of r1-1 with application where any of the above apply. Not requil•-d►•ti, temporary construction services. 5. Fees: NOTICE So. Enter total of atwve fees $ L Ci 4 5%Surcharge(05 X total fens) $ I PERMITS BECOME VOID IF WORK OR CONSTRUCTION Subtotal $ AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 5b. Enter 25/of line A for yr5 ' CONSTRI,GTION OR WORK IS SUSPENDED OR ABANDONED FOR Plan Review if required(Sec.3) $Subtotal $ A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED El Trust Account M $ Balance Due $ wdrhwrd�J•16t jfT erg 1 ✓wsaMWiYi'.agvry,vNpy NfMArilavNW,Nyry.' ' If �. 'f / `. � CASE HISTORY FOR CA98 NO.: aLC9S-0)16 Page No. 1 JAP.MRA HLRCTRIC 15686 SN SEQUOIA P"" 05/16/98 ig / Schd/ Snd/ Action Notes Disp 6y Update upd Action Deecrinr'^ eQ Dste D1/ ' Sent Dove Dane code ------------ --- --- -------- .__ 1 ------- ------------------------------ --------- -------- --------------------------- j ACU (:,TS 12/15/95 'RAP , SLCCUal Application recei%ad / / / / 08/09/95 oe/o9/9s P1D1D cJP 12/15/95 RAP SLCC003 Permit created / / / / pA99 CJS 12/15/95 TMP 31L08/09/95CCS00 (i,)Issue permit / / / / MJR 02/13/96 MJR S " LC70o Ceiling Cover 08/09/95 / / 02/13/96 ceiling cover approved for kit. and telephone roams 91,CC7n0 Ceiling Cover 12/20/95 / / / / ^_ening ewer for 2nd and 3rd floor PASS MTR 12/20/95 MJR hallways approved SLCC700 Ceiling Cover 02/01/96 / / / / except Kit PASS MJR 02/01/96 MJR SLCI'700 Ceiling Cover 07/06/96 / / 12/08/95 GC'_A MJR 03/06/96 MJR 9LCC720 Mall Cover 06/09/95 / / 11/06/95 Kit.,dining, exercise, communication, RMCA MJR 03/06/96 MJR and maintance rooms HLCC720 Mall Cover 03/06/95 / / 10/06/95 4th flour only SCA MJR 03/06/96 MJR gLCC720 Nall Cover 03/06/96 / / 01/29/_6 2nd and 3rd floors PASS MJR 03/06/96 MJR SLCC799 Slecr.'1 Final / 02)21/96 items not complete PASS MJR 02/21/96 MJR legends signn for eervice and panels light fixtures above buf. line signs and kit compactor Hiti.C'799 Rlect'] Final 01/05/96 / / / / unite only 4Fi,P MTP 01/05/96 MJR SLA-C799 Sleet-'l Final 01/29/96 / / / / 2nd and 3rd floor PASS MOR 01/29/96 MJR RLCc'199 &i.er_t'1 Find 02/01/96 / / / / let floor guest Rm. PASS MJR 02/01/95 MJR i ' YRS MTP. 02/7.1/96 MJR j SLCC800 Case Fiumled / / / / 02/21/96 ITl1D MJR 03/06/96 MJR RLCC920 Miscellaneous a.-tion 03/06/96 08/01/95 underground cover approved .: ._ -:aaaRw+�r+s�"" ,.+.w..r«...u«.•,. wenw+ww�..,,.. .rw..'�w. _� �1 ML t �R as y CITY OF TIGARD PERMIpUIMLDIh1G. 'ER13UF 35 V1 '7U • COMMUNITY DEVELOPMENT DEPARTMENT DATE= ISSUED: 018/018/95 13126 3W Hall Blvd.Tigard,Oregon 9722395199 (503)639-4171 PARCEL. CS 1 12DD-0114+x0 ITE: ADDRF.65. . . : i iC 66 aw LQUO 1 A PKWY UHDIVISION. . . . a ZONING: I_P OLOCK. . . . . . . . . . . LOI.. . . . . . . . . . . . 1 __.__.____._._ .____.._ 1♦ REISSUEr: FLOOR ARCAS- • -­ -- CXTEnIOR WALL CON5TRl1CTION RK. :NEW FIRST. . . . sf Nc1HR 5: 1HR E: IHR Wilt-IR # ' CLASS OF Wp TYPE or UfiE. . . :COM SECOND. . . . s f PROTECT U"'FN i NG5 ?--- _.___... i'YPL OF CONS7. :5-1HR THIRD. . . . : sf N: S: E: Wil OCCUPANCY GRP. :R1 TOTAL- - - ­­-s 0 s f ROOF CONST:B FIRE RET?:Y OCCUPANCY LOAD: 1?:ISEMENT. : s f' AREP, SEP. RATED:ZHR S10R. .4 'IT. .49 ft GARASiC. . . : 5-F OCCU GCP. RATED: 11-IR BSMT?:N MEZ 1?s N READ SETBACKS-..-------- REQUIRED- --_---- --~----- -____. FLOOR LOAD. . . . :40 pe F LEFT: Ft I GIRT ; Ft F':R '- 1:*'.'.:Y SMOK LET. . :Y DWELLING UNITS: PRNTs ft REAR: ft FtR ALRMsY HNDICP ACCsY SEDR11st SATHG: IMP SURFACE: PRO CORR:Y PARKING: VALUE`. $: 10735 Remarks : 4 sitory hotel, 110 g�test rooms In5tAllati011 uf' swimming paol /'spa Own 13 r- : ,✓ __.. _...'__.__._._._.__.-__-_.. -.- FCEa INN VENT P701rr10 type amolsnt by date recpt 00 -1I PVL. NL /,S-6?6 SW Se via 10R)w PR11T 1, 3C.. `0 JI-ir 08/1Z4/95 - F'l.Cl4 1, 56. 23 JHF 08/0.14/95 - BELLEVUE -WA 9GV104 `.SPL i . 4. 33 JIAF- 08/04/15 - Phone 1k: ontractor PS,CADE F'''OOLS 775 SW MCEWAN RD f3KE: OSWEGO OR Phone #: 6 `0--G174 i 147. 06 TOTAL Reg M. . : 00494 __.-•--_--•_. REQUIRED I NSPE i ',I ONS This perut is issued subject to the regulations contained in the R e i n f S t e e l I n s p _. Tigard Municipal Code, State of (;re. Specialty Codes and all other 51­10tcrei:e Final r__„�__,-,___,__•_....._. applicable laws. All work will be done in accordance with Mi 5c. Inspection -pproved plans. This pertit will expire if work is not started Mi 5U. InSpeCtion -ithin 180 days of issuance, or if work is suspelded for tore Final Inspection .an 188 days. ermittee Si ; ' U e d B Call for inspection 639-4171; Ir Commercial , Ldiym Permit Applicaltian City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 (503) 639-4171 w Jobsite Ad dress; Tenant: 1 I f 0 ,T Suite Me Use Oni ;, Planck/Rec S Valuation: ���� �� ,1� A Pzrmit # owner: --r-NN V Q.-_ J V1 d e) _ ;.lap & TL # _ t� 41 Address: � �a� !"�U ���F , Approvals Re_guired 7 l >�,I i I V(L tO (.0 /�} 7�J ) _�— Planning Phone: Engineering Other Contractor: r_a.SraQe R. Ij Address: to r) �� � J �.f� /1�'/ (�uJa1 �-d( I _�r� Type of const: Or1 T Occupancy class: 1 Phone 0 4 <� D 1 Sri 5 Sprinklered? Yes No Contractor's License # � (attach copy of current Oregon license) Sq. ft. of p,ofect: _ Contact name & phone: � ( 'r �j Story (1st, 2nd, etc.) Priposed use: _ ArchitectJEnglneer: r IA If °4016__ IlPrevious Previous use: Address: /4 �, l Note: Plumbing & mechanical plans rte/ V le must be submitted at time of 7`- building permit application. Phone: � c JOB DESCRIPTION: J ,►� v ApI ant Sin & Phone number Received by Date Received: 7k, • 1 pamalt S Account Description Amatmt Amt. Pd. Bal. Due Bldg. Permit (BUILD) Plomb. Permit (PLUMB) ------- Mach. Permit (MECH) State Tex (TAX) t Bldg: _ o Plumb: Mech: Pian Check (PLANCK) Bldg: Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PN SDC) Residential TIF (TIF-R) _ Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) i Industrial TIF (TIF-1) _ Institutional TIF (TIF-IS) w Office TIF (TIF-O) x Water Quality (WQUAL) Water Quantity (WQUANT) Fire Life Safety (SLS) Erosion Cntrl Pe;mit (ERPRMT) Erosio,: Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) 'rOTALS: fl y n. .-�.,, ._ y..n. N'•'Wv-^..-.�r'nnw „'�R I. ..�. .. . -.YA W 'F'Y'V..�7! M.M .�..�.... -+n> >y�wr>ryw I. �. yy Page No. I CASH HISTORY FOR CARR NO BUP95-0299 ,p COURTYARD BY 15686 SW SRQUOIA PKWY 5� Acticn Description Req/ 8chd/ End/ Action Notes Diep By Updats Upd 1: Code Sent Dane Done Date ---- ------ --- SUPCO20 Plan check by 07/26/95 / / 09/04/9S APPR THF 09/04/95 JHF B11PC090 (F) Ready to issue / / / / 08/08/95 BON 09/08/95 B BUPC100 (F, Issue permit / / / / 09/00/95 BON 08/09/95 B BUPC715 Reinf Steel Insp 00/04/95 / / 09/02/95 PASS TLP 02/29/96 TLP BUPC799 Final Inspearion / / / / 02/28/96 PASS TLP 02/29/96 TLP BUPC960 Case Finaled / / / / C2/27/96 PAnS TLP 02/29/96 TLP ON, ,f� .1 f ip l ;.., .. a, t j 7 - 'ten p *�' 1 CASR HISTORY FOR CASK NO. BUP45-030" COURTYARD BY 15686 SN SgQttOIA PKWY oB/1�/tf R / Schd/ Und/ Action Notes DieP By Update 41 Action Description e9 code Bent Dane Dane Date By — ----------- -- BUpC007 Application racaived / / / / / J 08/02/95 JHF t BUPC010 Plan chick deposit paid / / / / J J 08/02/95 JHP BUpco2o Plan check by 0//07/!! / / 08/02/95 pMW JHF 08/02/9S JHF ifupco3o Fps review 09102/5!5 JHL BUPC040 Check for prcl. restrict. 00,103/99 / / / J ` 08/02/95 JHF SUPC1.20 Void Permit / / / / 02/16/96 ,This permit is a duplicate of HUP95-0298 VOID ODA 02/16/96 Mh BUPC460 Duval review cord. not / 08/02/95 JHF BUPC71S Struc Steal InsP 08/02/95 / / 08/02/95 PASS TLP 08/16/95 TLP BUPC716 Rainf Steel InsP 08/02/95 / / / / 09/0%/95 JHF RUPC798 Misc. Inspection 08/01/95 / / / / 08/02/95 TH'F r i i f p i t! h vq.41 1 4123213 EIAPI 424 A3 ''qr 1 of 1 MAST si: I-;tJ': 'U .51..i. h28; S.J. NIMBUS, SUITE 125 Z:CMVERTON, OR 97005 USA Phone: 503 520 5025 ---------------------------------------------------------- --------------------------------------------------------------- Name: ROB :T )ICHELL Project Haee: WRIOTT Page Title: FLOOR LOADINGSS a N Omo. Based on Allowable Stress'Design DASD) 'IER building code for TJM products available through Dlstribution(Res.) -------------------------------------------------------------------------------------------------p---p----------------- Application........ Floor - Res. Deflection Criteria (MR) Member Use................ JOIST Load Classification....... Floor LL Defl TL Defl Member To Slo e(in/ft)... 0.090 Load Duration Factor....... 1.00 Span 1 L/360 ;./240 Roof Slope(in/ft)......... 0.009 Live Load(osf).....,...... Floor Decking................. G Dead Loadlasfl...........� 20.0 Repetitive Member Use......... Y Reinforced Overhangs........ N/A LOAD: Class LDF Begin End Live Load Dead Load Cooment 1 Conc(lbs) Floor 1.00 51- 4.001, d 150 Add 2 Cooctlbs) Floor 1.09 9'- 0.00" 0 150 Add 9. 5" TJI "n'/1':SDF" JOIST (' 1G. 0" o/c 6. 8'r— x ------------------------------------------ S I Z E A N A L Y S I S - A S D ------------------•---------------------- r IMPORTANT' The analysis presented below is output from software developed br Trus Joist MacMillan(HM). Allowable 1 product values shown are in accordance with current TJM materials and code accepted design values. TJM Engineering has verified the analysis. The input load and di3ensions have been provided by others and Aust be verified and approved for the specific application by the design professional for the project. Floor Perforeance Classificr.tion: Class III with 3/4 Plywood deck and 20.0 psf dead load. A structural analysis of the deck has not been performed by the p-ogram. Maximus Design Allowable Control Shear(lc) 696 696 ( 1120 161% RT. end Span 1 under Floor loading Reaction(lb) 696 696 ( 945 136% Bearing 2 under Floor loading Moment(ft-lb) 2535 2535 l 2912 115% MID Span 1 under Floor loading Live Defl.(in) 0.227 ( 0.458 L/715 MID Span 1 under Floor loading Total Defl.(in) 8.473 ( 0.675 L/343 MID Span 1 under Floor loading pan Max, Reaction Total(lb) 684 696 Live(lb) 360 368 Required Brg. Length(in) 1.75('W) 1.75(11) Max. Unbraced Length(in) 28 Copyright 'e' 1994 by Trus Joist MacMillan, a lioited partnership, Poise, Idaho. Till"' is a registered trademark of Trus Joist MacMillan. TJ-SitingTM is a tradeoark of Trus Joist MacMillan, s i. i; F e Oil XtlfMl.. .... .n,i. . .:h.>_,xi..,„ .,y.✓'14_Yl...""q.. w!.R.i ......, .....r.. ,.....w.t.. .i. Ll t i SUPPORT MEMBER `- FILLER BLOCK BY 07 HERS. BY OTHERS. (NAIL TO TJI JOIST WEB) LOA C NOTE: USE 1-NIS DETAIL FOR LOADS EXCEEDING 250 LBS. PER TJI. A 250 LB. LOAD CAN BE SUPPORTED ON EACH SIDE OF THE TJI BOTTOM FLANGE AT 5'-0" ON CENTER, PROVIDED THE LOAD 15 INCLUDED IN TWF NORMAL DESIGN LOADS. SUPPORT DETAIL FOR LOADS SUPPORTED FROM TJI JOIST TO ----- r SUPPORT MEMBER L_ FILLER BLOCK BY OTHERS. BY OTHERS. (NAIL TO TJI JOIST WEB) LOAD NOTE: USE THIS DETAIL FOR LOADS EXCEEDING 250 LBS. PER TJI. A 250 LB. LOAD CAN BE SUPPCRTED ON EACH SIDE OF THE TJI E30TTOM FLANGE AT 5'-0" ON CENTER, PROVIDED THE LOAD 15 IrICLODED IN "(HE NORMAL DESIGN LOADS. SUPPORT DETAIL FOR LOADS _. SII.IPPORTED FROM TJI JOIST - T I Y�!M"'!„}n' •.twA,.^a.- .MI•'w. �,.r.a.. ..�. . . �.. .ww. A I) VI' DIA TWRu-BOLT5 w/ STAGGERED UP AND DOWN Y TIMBERSTFAND RIM BOARD TWO CZSIGN AN- 5Mm404 V I41YRE11 PR0P4 Kt T'►' C: THEY MAY NOT COPIip IN UJ4c WITHOUT THIN I C:CN69NT OIC Typ_10140 5AXONY secTio 3/4' nil-01 1t C44D FILES. DATE,. 1 WR. AREA 5EPERATION �! WALL, REF. ARC141 'I' J015TS REF PLAN 16d NAILS • 6'o c. 5TACK'sERED UP AND - DOL-AI TYP. 4b�zo 4-II-35 F'Lt 1-I0-95 PEF NO.: DATE: ISS BNEET TITLE: WOOD FRAM INd 2-I6d NAIL -51MPSCN UT'9 HANGER TYP. Ls • EA. STUD TYP: SIMPSON A-d EA.---- -TIMBERSTRAND RM BOARD DRAWN 13Y: 15IL SIDE s 16' a.c. BOTW SIDES ryP. —' n_ J015 NO.: 9466 - DATE: 2-10-W SWMT NC.'.: FA. Hk WA `� a � llMllfl ff, lll ( lSNI ► �- �-Oa i -TJL�j,I��� o bro.� I I (TYP) 17 I I � irr � i I 1 , I —C-4�­--N.— i `-- 3/4f' Oto. TYP•) 1 I yY 111" tV;1 rm Iy+ T ' �t a" lab Name c U r+YQ'� C'. �i rl r i/ ' � ())A l� L' 3 r)—— lab NINI'�Mf r ^yam � Loot I h t"LAI d Q 1 G r'I�W A y - T,ra-6 f -- w" _mlk� BG_, - 1-JBy s Y Y � JUL 28 '95 09:50AM CARY KOPCZYNSKI & CO P•2/2 JOB TITLE; Tigard Cou Mrd I? Marric,.. MEMORANDUM 108 NO.: IT9466C LOCATION: Tigard,0p, -- --� DATE: 7 28 95 MEMAGE TO: — __-- M TELEPHONE WITH: Roger Collins with Inn Ventures MEETING WITH: _ - ----- RUING: -_ Trus Joist Shop Drawing Submittal requested, I have completed the review of the Trus Joist MacMillan submittal package received by our office July 21995. Included in this packsge were calculations for the typical T11 floor joists,cakulatiiq for the roof _=pgjover the�rool area, and_sl ement�lJ 4�at Qn re�ardi ie s Mas blacks at��second floor_transfuAkoms.-_A11 of le infory i Appears accu a>; �and tom�lete• and T1�}i& i� h drawing tubi uubi tal requiremgnts CC' .i� Under our stmctural eneral tmtes�.�__ i Kevin Wilger, P.E. - COPIES T0: BY: - -- i �MIII ��1� ,:�: .;::ger. ,.: , ,., i•;•I-n���'�li�, �,p,� dw*..r r. , fi..{+»« yr.nr. F�wr^. ..,�ea�..,nm+ SR, •.R,�. r. ..,a• .. .',*, s pet`,► Y'Mf,, •,'+rM1",�"."`qA.r' ,� Is�y�l11►'1M Z f ��t�► Uld jl�C` 1'�'U�L COPY FOR YOUI i 1 l I %ili a � Nl 1 MIF M I1�1 6Riii A 10,1 t i e Y 1 1 Dan Snow Tuesday, July 11, 1995 Walsh Construction 3015 SW First Ave. Portland. OR 97201 Dear Dan, We have reviewed the applications of our residential products specified as 9 1/2"TJ115(R)joists to be used in the Courtyard by Marriott located in Tigard, Oreqon The City of Tigard building official and you have asked that we look this job over for any details that may go beyond the scope of our l'IF_R 119 code approvals and our Installation Guide literature. Three nonstandard applications were evaluated. The first was a kitchen range vent located over a stove which weighs d00#. This is to be carried from the joists by four all-thread rods resulting in two 150#loads beinq applied to two of the joists in this area. No specific detail was shown on i how this connection was to be made Attachad is a load calculation showing that the joist will be able to carry these loads as shown. Also attached is a detail (T) showing how this would be done. I , The second concern was with regards to Detail 15 on page S30 Attachment Uf the Tiberstrand I.s.l. ledger to the studs appears to be acceptable as shown. The th+rd concern, an odd shear condition where the bearing walls above do not align with the bearing below, was addressed earlier on June 15th I have attached a copy of the detail cent to you at that time showing how to reinforce the joist to transfer the shear. All other applications appeared to be common to our code approvals and irsta0ation literature. If you have any further questions or concerns please feel free to contact this office. Sincerely, y� Mike Bair 'gig on 9295 SW V!mbus Suite 105•810'.'011,Oregon 97005 Nr1 503.S20 5025 fox 503.',61937 v . i +� � 1 CARS HISTORY FDP Cr"R NO.: RIC95-0156 JARMHR R16(-TRIC 15696 SW SEQUOIA PKWY 06/30/ 0 Action Description Reg/ Schd/ End/ Ac,icr Nate• Diep By Update Upd code Sent DOae Done Date y ---- By Apl:lication received / / 07/11/95 _.—. _ RRCD 01/26/96 TMP ELCCO03 Permit created / / 07/11/95 PEND 01/26/96 TMP BLCC5T.n 6o petmit Voided / / / / 02/06/96' i■ permit is a duplicate of BLC95-011 A 02/09/96 JDA Q1,CC700 Ceiling cover 07/11/95 / / / / T 01/26/96 TMP a. SLCC720 Wall Cover 07/11/95 / / / / 01/26/96 TMP IILCC770 BleLt'l Service 07/11/9S / / / / 01/26/96 IMF BLor-C799 Elect Final. 07/11/95 / / / / 01/26/96 TMP i I I i li .p q I I � 1 I; 1. q fR nr SEWER CONNECTION PERMIT • CITY OF TIGARD PERMIT #. . . . . . . r SWR95-023b ■ COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 07/ 10/95 13125 SW Hall Blvd.Tigard,Oregon 97223961 99 (603)639-4171 PARCEL: cS 1 1 2DD--01.40 7 51TE AUbRL5G. . . : 1°`,666 SW '-JEQUOIA PKWY SUBDIVISION. . . . : ZONING: 1--P BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . I ■ M TENANT NAME. . . . . :COURTYARDBY MARRIOTT USA NO. . . . . . . . .. FIXTURE UNITS. . . :373 CLASS Of WORK. . . :NEW DWELLING UNITS. . -93 � TYPE OF USE. . . . . ;COM NO. OF ESU I LD I NGS s i INSTALL- TYPE. . . . :BUSWR I1rIF"ERV `.lunrocE. . : sf 10 g,.iest room hotel l 7emarks .• ewer' for, 4 storj1 Owner _.._.. .. _ ...__. _. ._ .... .. _..__ ._..... .. .. FEf_S IN,� e! VENTURES INC. type amount by date rcpt ;TILL DCLLEVUE' PRM1" 9 1�4L 00. 00 JD 07/10/95 95. 2678c2 .,00 108 N. E. picG/Y"ID INJE � 45. i7i1T JD 07/10/95 95 -267822 PE UE WA 9134 _-'E,�i6 is'6KG sw s�Nao'�, lone #: 206--431--8000 f pQk(� !` CONTRACTOR NOT ON FILE Phone #; t 04645. 00 TOTAL Reg #. . . ----_ -- REQUIRE'D INSPECTIONS ------ - This Applicant agrees to compiy with all the riles and t,egulations Sewer, Insper_tion of the Unified Sewage Agency. The permit expi.res 188 days from the date issued. The total amount paid will be forfeited if the permit expires. The i,yancy does not guarantee the accuracy of the _— Al side seller laterals. If ti,.e sewer is not located at the eeasurseent given, the installer shall prospect 3 feet in all directions from _ -, the distance given. If not so located, the installer shall purchase a 'Tap and Side Sewer" Perut envy will OS-U latgAi. Per-mittee 15i '.iod Ca11 for, inspect ion - 639-.417!S G i f I �._ i Page No. 1 CASA HISTORY PON r_ASH NO. SWR9"+ 0216 TNN VANTIMRS INC. 15686 ^W SAQUO[A PKWY 05/1!/98 ri. K� 1 Action Description Rey/ SOO/ Rnd/ Action Noten Diep by Update Upd code Set D,ae Done Date By �;•. I. -� 7WRA007 Application received / / / / of,/13/9s RSCro ,n)A 06/13/95 JDA SWRA010 Plan check by / / / / 06/13/95 APPA M8 n6/13/9s JDA SWRA0S0 (P) Issue permit / / / / 0'/10/95 JSD 07/10/95 JD 9WRA705 Sewer Inspection / / / / 03/23/96 PASS TLP 02/26/96 TLP INRA720 Case Pinaled / / / / 02/23/96 PASS TLP 02/26/96 TLP ` 1 i I i ' �, _•A.. Lir, ams PERMI CITY GF TIGARD f�ERMITU*LD. .IN.. .. - 131T95-0079 COMMUNITY DEVELOPMENT DEPARTMENT DATE_ ISSUED: 07/10, 95 13125 SW 14nll Blvd Tord,Oregon 97223*8199 (603)&"At71 . PARCEL: 2SI12DD-01400 1 L i-ODRE:�,a. . . : 1!5636 SW SEG!UOIA PKWY SUBDIVISION. . , . a ZON I NG s I--P ZLOCK. . . . . . . . . . I LOT. . . . . . . . . . . . . : REISSUE:: FLOOR EXTERIOR WALL CONSTRUCTION 2LASS OF WORK. :NEW Fl RST. . . . s s f N: 1 HR S: 1 HR Cal FIR W i l HR I TYPE OF USE. . . :COM SECOND. . . . sf PROTECT OPE=NINGS? --- "Yp'E OF CONST. :5--1 HR TH I RD. . . . : s f N: S: Es W3 XCUPANCY GRE'. :R1 TOTAL ------ . - : 0 s f ROOF CONOT:D FIRE RET? ; v DCCUPANCY LOAD: PASEMEN1. : s f AREA SEP. RATED:2HR —,TOR. :4 IiT. :49 Ft GARAGE. . . : S O(_'CU 0—EP. PATED. 1IIR ,b aSMT?:N MEI Z?:N REED SETBACKS— --- REQU I RED----------- LOAD. . . . : ED-----------LOAD. . . . :40 p f LEP I : f t RGHT : ft F I R SPKL s Y 5M01! DET. . :Y DWELLING UNITS: FRNT: ft REAR: ft FIR ALPMI:Y HNDICP ACC:Y BATHS: IMF' SURF'ACC: PRO CCIRR:Y PA 1 NG )ALUL. # : 33179465 R( mai-ks : 4 story hotel, 110 guest t-oums Owners —__—______.._.._._______._.____...___._ ...... FEES NNZz VEN URF_',) C. type amount by date recpt -'050 SW 0 - CENTER BELLE VUE F'RMT # 8133. 00 ,TD 07/10/95 95-2678::•- j00 103TI VE• N. E. I'11o/ /�n/'f, fc��tYa��l np PLCK I. 5286. 45 .ILG @c/14/95 95-26161) 1FLLEVU ' LJ 90004-364E. I S-bYG .Scd SnolUo FIRE 3253. 20 JL.G 02/14/95 95•-261699 ='hone 20 -431 . 8000 ~F'rT # 406. 63 ,1D 07/10/95 95- 2&7t3" ' _'ont Tact ors I(01_1_ CONSTRUCTION COMPANY ")600 SW OAK #360 ORTLAND OR 9722=3 Phone It: 452--91,00+ # 17071x. 30 TOTAL e g #. . . 502303 PL:C:UIRCD INSPECTIONS This permit is issued subject to the regulations _ontained in the Fr,a m i n g ins p igard Municipal C3.1e, State of Ore. Cpeciaity Codes and all other I n s U l aat i o n Ins p ,plicable laws. All work will be done :n accordance with Gyp B o :at-d Insp approved plans, This permit will expire if work is not started Sus p C e i l n g Insp Within 180 days of issuance, or if work :s suspended for more Final Insipec_tionw- than 160 jays. _ Call fol• inspection 639--4175 i 4 a' 6 Commercial Building Permit Aa�lic ion City of Tigard 13125 SW Hail Blva'. Tigard, OR 97223 (503) 639-4171 , ti l (Ir � � ,,, - MEN Jobsite Address: _� JC-1 r v+� 1 5 , Tenant:�� p AW uite # ,�- Office Use Only Valuation _ I! ` Permit# (�`1)Q "k`� _ en—Al\ Owner. Map 8 TL Address: ��J'S� QGC /_�__1 Approvals Required Planning _ !'hone: Engineering Other Contractor: i ///$© lV'r- 33't�ACjr J'ulr,6 /5� � Address: — A Q� , `G Cf✓U, Yl/A PbIW -1�(q8 Type of const: �Qt — Occupancy class: !� Phone Sprinklered? es No Contractors License # Z--3-1 03 - 98 T4L cS { (attach copy o/current Oregon license) Sq. ft. of project.6 ,o, — / F I ri Contact name 8 phone: NAPn" 6001'VM/� Story (1st, Ind, etc.) o j � L• 414411AIC 4 /A Proposed use: — Architect/Engineer: _ Address: — /� A ^Loyra AU?;e r Previous use: _ Note: Plumbing mechanical plans must be submitted at time of _ // building permit application. Phone: 09- Y �� 794 a — — JOB DESCRIPT!C N: .4_ U r004r zll�/ 2? - 07rj //0 '-4W**jf_ it uJ OOAAC/� '/?r C/T71/T1,6�,r Applicant Signature & Phone number — - r Received by: --11&4- Date Received: •iikr.�"aa;; � . �..,}r,.,r •+w+n.. ♦+.,r'•'"•wN1�w v...-•Y*��, ,.."�'.T. _ ,.. ,riw '.^'�'♦ "1L irrr;. 1..'�`k' "" q+wFo"+w'�'+•-••�V Y _ A Permit# Account Description Amount Amt. Pd- L21. Due 3. Plumb. Bldg. Permit (BUILD) 3• Plumb. Permit (PLUMB) Mech. Permit (MECH) �. State Tax (TAX) _. qo(" 105, _ ✓ � s Bldg: _—�-- Plumb: Mech: Plan Check (PLANCK) 5-2�(a. = SL�5i. Bldg: Plumb: Mech: v0_ Sewer Connection (SWU3A) 2-Ln,(c(c � ` 00— �. u I Sewer Inspection (SWINSP) ,�5d Parks Dev Charge (PKSDC) Storm Drainage Chg (SOSOC) Residential TIF (TIF-R) 7 Mass Transit TIF (TIF-MT) ll�Ry• ` All,lo ' Or�r` Commercial TIF (TIF-C�� (All Industrial TIF (TIF-1) Institutional TIF (TIF-IS) Office TIF (TIF-0) _ Y_ Water Quality (WQUAL) Wates Quantity (WQUANT) ✓ _ Fire Life Safety (FLS) S�• 2) - Erosion Cntrl Permit (ERPRMT) Erosion Planck/USA (ERPLAN) — + Erosion Planck/COT (ERC,133N) TOTALS. /off U3 f oJ TIF = g I A14 ykt w ...r}.;•.�.-� -mrr• R,��,,.. •,p..h^ 'ee�nw n• .-ar .p. a ,... r.w •wp .,� y... .y�„r,i'�... ,+w'•��w v r Page No. 1 !"ASR HISTORY FOR CASE NO.: BVP95-0079 I INN VRNCtJRR3 INC. 15686 SM SEQUOIA PKWY i 05/18/96 Action Description Poq/ Schd/ Rnd! Action Notes Disp By Update Vpd . Code Sent Done Dan. Date By ----'•- ------- -------- -------- - - --------------- ----------- ---- --- -------- --- BUPS730 Framinq Insp / / / / 10/06/94 4th floor PART TLP 03/07/96 JDA i SUPB730 Framinq Inap / / / / 10/27/95 first floor PASS TLP 10/30/95 TLP I SUPCO20 Plan check by / / / / 07/20/95 APPR JHP 03/05/96 JDA i. SUPC040 Check for prcl. restrict. / / / / 07/05/95 PASS SKN 03/05/96 JDA BUPCO90 (P) Ready to issue / / / / 07/05/95 AKN 07/05/95 SN RUPC100 (P) Issue permit / / / / 07/101/95 JSD 07/10/95 JD BUPC100 (P) Issue permit / / / / 07/10/95 This needed to be pr7nted up again as JSD 07/10/95 Jn contractor wan not added previottsly. BUPC460 Dove) review cond. met / / / / 03/07/96 "PR JDA 03/07/96 JDA BUPC705 Foot/Foiund Insp / / / / 09/29/95 exterior pillars column pads PASS TLP 10/02/95 TLP RUPC727 Masonr,/ Insp ; / / / 09/05/95 brick veneer ties PASS TLP 09/05/95 TLP BUPC740 Framing Insp / / / / DF/04/95 m'iscelaneoun first floor coiling areae PART TLP 08/04/95 TLP first floor SUPC740 Framinq Insp / / / / 09/15/95 BEHIND GAS FIREPLACE IN DINING RM PART GS 09/25/95 GES R17PC740 Framing Insp / / / / 09/29/91 cover for -nitaide wall 4 floor right PASS TLP 10/02/95 TLP side Bt1PC740 Prvming Insp / / / / 10/13/95 third floor PASS TLP 10/16/9S TLP ) i PLIPC740 Framinq Innp / / / / 10/17/95 2 floor PASS TLP 10/18/95 TLP RUPC742 Roof nailnq Insp / / / / 09/02/95 PASS TLP 10/03/95 TLP BUPC750 Insulation Insp / / / / 12/07/95 PASS TLP 02/29/96 TLP BUPC757 Shear Mall Insp / / / / 10/30/95 PASS TLP 10/11/95 TLP BUPC757 Shear Mall Insp / / / / 10/17/95 2 floor PASS TLP 30/18;95 TLP BUPC759 Firewall Inap 09/09/96 / / 03/08/96 PASS TLP 03/08/96 TLP DUPC760 Gyp Board Inap / / / / 11/13/95 PASS TLP C2/29f96 TLP , EUPC760 Gyp Beard Insp / / / / 09/08/95 EXTERIOR GYP RXT GS :19/08,195 GRS RUPC799 Misc. Inspection / / / / 09/19/95 BATH MJR 09/18/95 M.TR . ;aj BUPC799 Mi",. Inspection / / / / 1.0/03/95 south 12 units on 4th floor RCA MJR 10/03!95 KMI south 12 units on 3rd floor B'JPC798 Mise. Inspection / / / / 66/09/95 -RMP MJR 10/03/95 MJR AUPC798 Misc T^-na ction / / / / 10/02/95 PARS TLP 10/03/95 TLP BUPC798 Misc. Inspection / / / / 10/17/95 2nd floor elect. cower of units RCA MJR 10/17/95 MJR i 5 RUPC798 Misc. Inspection / / / / 10/10/95 4th and 3rd floors RCA MJR 10/17/94 MJR E r C f ( Page No. 2 CAS& HI8'MPY FOR CABR NO.: BVP95-0079 INN VRM IPES INC. 15686 SW SEQUOIA PKWY OS/lt/f8 ' I I Action Description Req/ Schd/ Rnd/ Action Notes Diep By Update Upd { I Code Sent Done Done Date by ) ------- -------------------- --------- ------ ---------- ---- -- ---- -- -------I. --- I • 4 1 RUPC799 Mise. Inspection / / / / 10/111/95 SRR MJR 10/18/95 MJR SUPC799 Misc. Inspection / / / / 10/24/95 lot floor corridor RWCA MJR 10/24/95 MJR IUPC798 Misc, Inspertion 11/90/95 / / 11/30/95 SCCA M,TR 11/30/95 MJR I BUPC798 Misc. Inspection 02/18/16 09/18/96 02/16/96 telephone cables across attic walkway FAIL MJR 07/05/96 JDA I. RUPC-799 Final Inspection / / / / 02/29/96 PASS TLP 02/29/96 TLP BUPC950 (F) Issue Cert. of Occupancy / / / % 03/08/96 PASS JDA 03/08/96 BON BUPC96o Case Finaled / / / / 02/27/95 PASS TLP 02/29/96 TLP I I i { I, I I 1 I i I i i I f i I `I I f �y FS' 1� 4 7r r y t ?Yi' i i I+tECFLr-tN;GAt_ PERII IT C11Y OF T1%.7AKRD PERMIT #. .. . . . . . MEC95•-0195 COMMUNITY DEVELOPMENT DEPARTMENT DA1-E ISSUED: 07/07/05 13125 SW Hall Blvd.Tigard,Oregon 07223.8199 (503)639-4171 PARCEL s 2S 1 1 2DD--01400 ITE ADDRESJ. . . : 15666 SW SEQUOIA PKWY SUBDIVISION. . . . s ZONING: I- F� BLOCK. __. a. . `YYs LOT. _. W. ^_r--- .-. . 11 • CLASS OF WORK. . :NEW FLOOR FUPN. . . . t EVAP COOL.ErRS: 1 TYPE OF USE. . . . :COM UNIT HE:ATi.RJ. . s 5 VENT FANS. . . s OCCUPANCY GRP,. . :R1 VENTS W/O kPPL: VENT OYSTEMS• ,.5 - TORIES. . . . . . . . 14 BOILERS/COMPRESSORS FLOODS. . . . . . . t3 • UEL TYRES---_._. __ ___._. Ir-. 3. H'. . . . : 12 CnMES. INCIA: :/3AS/ELE/ / 3-15 HP. :3 COMML. INCINs 11AX INPUT: V., U 15--30 FLP. . . . : RE."AIR UNITS: FIRE DAMPERS?. . :Y 30-•50 HP. . . . : WOODSTOVES. . s GAS PRESSURE. —M 04- HP. . . . : CLO DRYERS. . it NO. OF LIN I•rs----___.-._..._..-- A I R HANDL I NG UN I TS OTHER UN I TS. :28 1J'2N ( :00K BTU: (- 10000 c f'm : CESS OUTI_F-TS. : URN ) -100K BTU: > 10000 c•fm ; l Remar••Fis : 4 stol-y hocel, 110 91.tost rooms Contr^actorr: Protgmp :30060 94•-2964 NULL ' the:-P ar-e 122 air- condi not 1L as shown in form INN VENTURES INC. type amo-,-Int by date recpt F'RNIT R .1037 3. 00 JD 07/07/95 r,4 J- 267725 �i1rz!_ �VE N. E. ftlP.rrtoJ�, �o,,,t-uP!_CK f x:58. 25 JD 07/07/95 95-26e'725 BLLLE_VUE WA :G46 15-6k6 _Q) gcfpa," r -PCT t 51. 65 JD 07/07/95 95--26773 Phone #: 206 ..431 •-8001 PROTEMP ASSOCIATES INC. 51217 N. I-. COUCI; PORTLAND OR 97E32 Rhone #: 233-6911 1:142. 90 TOTAL Reg #. . : 308868 RE UU I RED INSPECTIONS This perait is issued subject to the regulations contained in t'e Mectlarnical Insp Tigard Municipal Code, State of Ore, Specialty Cedes and all other Coo .i n g Un t Ins p applicable laws. All work will be done in accordance with Shat Inspection _-- approved plans. This preit will expire if work is not started Hoon Inspect ion within l80 days of issuance, or if work is suspended for lore F ir•e StIppr Inc;p than 180 days. Dl.tct Inspec:tian F-ir^e Dampel, lnsp '�_-- In pection _ F=ina. 11)SpeC-t ion Call for inspection 639--4175 I d 't i City of Tigard MECHANICAL PLHIVII I Flanck/Rec. # _„2 - 13125 SW Ball Blvd. APPLICATIONI c Per`�4W-'�S�l�� Box 13397 �j ✓, Tigard, OR 97223 f / �" g (503) 639-4171 I / 7 Q&Mfi� Table 3A Mechanical Cafe OTY PRICE AMT .Y ? P Jot) 'j�Q `,>v '(tA�fl.. 1 f r f 1) Permit Fee 0- 0• 10.00 , 2) Supplemental Permit 3.00 . . .�. «. urnace Io`100,000 BTU 1) incl.ducts d vents 600 Furnace 100,000 F3 r + Owner 2) Incl.ducts d vents 7.50 .1. Floor Furnnnon L—� 3) incl.vent C n0 Suspended heater,wall rr—T •" 4) or floor mountteeter ed healer , 6.00 .o «. -• Vent not inct.in Occupant 5) appliance permit 3.00 1 .» epoir o teatlnp,to ng. 6) cooling,absorption unit 6.00 --- .» — 1 er or comp,hp.at pump,air cond. 1 7) to 3 HP absorp unit to 100K BTU l ' ! 6,00 /3;t .v «• Boiler or comp,herit pump,air con j _��y Z33•�F(1) 8) 3.15 HP absorp unit to 500K BTU j 11.00 Conlraclor r,. Boder or comp,heat pump,err COMT -372 1 9) 15.30 HP absorp unik.5.1 mil BTU 15.00 I .1. «YM • ••1•. Boiler or comp,heal pump,air cond. c3CIL4-2-0tL-1 10) 3050 HP absorp unit 1.1.75 mil BTU 2 2.50 hereby ac ow ge tat nve ren this ap cation,Ilial the Boiler or comp, teat pump,air cond. Information given is correct,dial I am the owner or authorized agent 11) >50 HP absorp unit 1.75 mil BTU 31.50 of the owner,that plans submitted are in compliarxv with Slate mr enc utg unit to laws,that I nm registered with the Constniction Contrnrior's Board, 12) 10,000 CFM ' 4.50 lhat the number given is correct. (11 exempt from Stale registratl(jn, Air handling unit 1 please give reason below.) 13) 10,000 CTM+ I 7.50 Non portable , 14) evaporate cooler 4.50 Vent inn connected 15) to a singly duct 3.00 Vent— i a�tioonn system not �•�_ 16) Included In appliance permit i I 4.50 s °eI loodserved by — 17) mechanical exhaust 4.50 S Iesc#ibe wor new addition alteration repair Commercial or n uslrla to be done residential Q non-residential Q 18) type incinerator 30.00 XlsllnTuse o Other I.B.,woodslovo,water building or property 19) heater,solar,clothes dryers,eta 4 '� i z ) 4 50 1 Propose(:rl-o! 20) Gas piping one to lour outlets 2..00 building or property Type of fuel•oil natural as LPG 21) More than 4-per outlet YP O g 0 O electric p NOTICE Minimum Fee$25.00 SUB TOTAL 't7 PERMITS BECOME VOID IF WORK OR COYSTRUCTION G`- . ) AUTHORIZED 19 NOT COMMENCE)WITAIy 180 DAYS,On 5%SURCHARGE t f IF CONSTRUCTION OR WC AK IS V-U.SPENDED OR -- 9 ABANDONED FOR A PERI'ID OF 110 DAYS AT ANY TIME PLAN REVIEW 25%OF SUBTOTAL AFTER WORK IS COMME110ED. TOTAL f t r Special Conditions _ Data Issued by 0j, wMMvrv4r t ,asacmma+aloww,.,�aeNMrlllMrg71111�'INlMill0Al49YAMiMKRw!u+�M,taa�rrtwv��raea•;,w,.,,..... „..N ro*r�;�a`,row!-,,�*4;.;�Ili'Y{iM�'41r�tffiWa,�kAW��IW IdM� � 1 t. k • i Page No. 1 CASH HISTORY FOR CASH NO- MEC95-0195 11,1,N VVWWRBS INC. , 15696 RM SaQftolh PRN`! r 06/1//9• Action Description Req/ S..lid/ tnd/ Action Noter Disp vy Opdat- code sent Dane Done Date ----------- -------- -------- ------- - -—-------- -------------------------- -------—-------------- --- •-- - MFCCO10 PIAn check by 06/23/95 / / 06/23/95 planned reviewed by david scott A!!R M 06/22/111 dw MRCCO50 (F) Ready to issue / / / / 07/07/95 RON 07/07/95 CTA MR47CO60 (F) Issue permit / / / / 07/07/95 JSD 07/07/95 JD MRCC725 Shaft Inspection 06/23/95 / / 12/21/95 PASS TLP 12/22/95 TLP MRCC730 Hood Inspection 06/23/95 / / 02/' '/96 PASS TLP 02/29/96 TLP KRCC7.1S 71re Buppr Inep 06/23/95 / / Oi;27/96 PASS TLP 02/29/96 TLP KRCC740 Duct Inspection 06/23/95 / / 02/27/96 PASS TLP 02/29/96 TLP M19CC799 Final Inspection / / / / 02/27/96 PASS TLP 02/29/96 TLP MRCC600 Case Pinaled / / / / 02/27/96 PASS TLP 02/29/96 TLP Kj �..«T.-.�,,•.. T..,w•1lRr,. „ .wr .w^ .•-y,m yr 91'.! 'may'a ...•�.�.+ .�. ,w. yr,y+ ... w..;. ..w..iN �' 1Nk �'�"fi:,.n7RY•y+1r�riVNm:!MKeawww.n'.+ua,..,.,.,,..... ,.'.'r.w..s.' t. 1 f'. 1 CITY OF TIGARD July 6, 1995 OREGON w Inn Ventures, Inc. 2050 Koll Businass Ctr j 500 108th Ave NE Bellevue WA 98004 RF: Courtyard by Marriott 15686 SW Sequoia Pkwy The rates for Traffic Impact Fees (TIF)s were increased on July 1, 1995. Since you submitted a building permit application for the mentioned project in February of this year, the fee will remain $37,323 unless you defer payment to occupancy. If you defer pays gent of the TIF until occupancy, the fee will be $38,280. Please find enclosed a TIF worksheet prepared this date using the new rates. Again, !' the new rate will apply only if you defer payment to occupancy. If you have any questions, please telephone me at 503-639-4171. t� James S. Duckett Development Services Technician 1 I I c I 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 - - i d0L MAW t t , "•A� � C l,'..�4�I���1N71jW{7"Mt7"!u"JN�:;arow,<�,e.,.,wn. ._... _ .....,.._._ _ .,..«w„u ,mr+pyMw,t'10. k 5 f DATE: PLANSECz1 CKON .: r 4;, (yr r+`> -C?--4t c r OJECT/TI�TLE: COUNTYWIDE TR. MC IM ACT FEE APPLICANT:WORKSIMET KWUNG ADDRESS: (FOR NON-SLNG[.E FAMILY USES) GTY/ZIP/PHONE: t RATE PER N r' RY TRIP TAX MAP NO.: RESIDENTIAL $159.00 c-, t 2 I� - c ►yy BUSINEAND 'OMMERCIAL $40.00 SITUS NO.ADDRESS: OFF,js',E_ $146-QQ 1 INDUSTRIAL $153.0 INSTITUTIONAL $66.Op PAYMENT METHOD: CASH/CUECK CREDIT INSTITUTIONAL ONLY. BANCROFT PROMISSORY NOTE) LANO use C AIEGORY rESCRIA"1014 OF USE EEKDAY AVO. TRIP RA WEEKEND AVE TRIP MATE DEFER TO OCCUPANCY I' �4, ',,/ �c 9A,CIS: r�ec? tc �� :z �t I-r c--"I Wcr k S�+er i c4,q CC-L'l-qc, 1 Glf�lsrrc� iD re CALCULATIONS' r jc ?gt.c'c PROJECT TlR�OOI<1inT10M: FM- ADDITIs17Z NOTES: FOR ACCOUNTING PURPOSES ONLY: ROAiD AMT.: TRANSITAMT.:AMT.: i/ -16L -- PREPARED 97�--- / CC WASHINGTON CrAHM " TIF NOTEBOOK 1OIR1 dH 0 i I • n. w. f: • June 27, 1995 CITY OF TIGARQ E �±r � Inn ventures Inc . / OR`�`,N 2050 Koll Center Bellevue / 500 108th Ave. NE Bellevue, WA 98004 (((••• Courtyard 14arr.iott 15686 STA Sequoia Pkwy Plan check 02-27C Deur Sirs: i I have completed review of the primary plan review letter and subsequent ceel)onses. we are able to permit the structural and mechanical. once we have received the following: �y J3 complete revised copies of the architectural plans dated 4/24/95. copy of the E-1 thtovgh E-5 plans with most recent revisions. i cis 3 revised copies of Ml tt,iough M7 with the most recene revision. i The emergency evacuation plan shall be in accordance with Section 3107, exception A, B and C. Submit plans for the sprinkler system, e.larm system and the hood fire suppression system. Please call if ycu have any questions or comments regarding thF-se issues. Sincerely, Jim Funk _ Commercial Plans Examiner i s i c: Leon Hartvickson 1 15115 Sw Sequoia Pkwy Suite 200 Portland, OR 97224 F H:\LOGIN\JIM\PC2-27C i 1312.5 SW Hall Blvd.. Tigard OR 97223 (503) 639-4171 TDD (503) 684-2772 --- fit. a OYU y,iV 1 Ali,9 .S.F u• V .' I�b VJ •,yJ ! � i rt�4 1t�L�i• ' 9 I ; f _yy - 14 -.41 24 r� ; j, i IIII 1 3012 N.E MINNEHAHH STREET,UNIT A VANCOUVER,WA 986631409 FIRE PROTECTION TEL(360)699-4403 -AX(360)699-4485 s June 23, 1995 To: David Scott City of Tigard Re: courtyard By Marriott Tigard, OR Gentlemen: Enclosed is our resubmittal for the above mentioned project and following are responses for the original review letter, 1. Piping above the kitchen and laundry has been changed to steel p 9 , pipe. 2 . Calculations show flows of 19 GPM (single head) and 1.7 GPM (multiple head) which is more demanding than the 18 X 18 area noted. F, 3. New calculations enclosed. 4. Corridor heads changed to residential . New calculations enclosed. 5. New calculations including pumper truck enclosed. 6. Sign for FDC connection limiting maximum pressure to 110 psi to ,. be posted. 7. Cut sheet is located ir, the equipment submittals. Please call if you have any questions or comments. Sincerely, a' PATRIOT FIRE PROTECTION, INC. or I Gerry Linnell Project Manager i ' SPOKANE,WA OFFICE TACOMA,WA OFFICE W'6 TEL(509)926-3428 TEL(206)926-2290 W FAX(5091926-3708 PATRIFP099CF FAX(206192P-6150 ` A ` �' CIT` OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT PLUMPING PERMIT 13126 SW Hall Blvd.Tigard,Oregon 07223.8190 (503)839-4171 PERMIT #. . . . . . . : PLM95--0129 =,39 4 17' DATE ISSUED: 06/16/95 PARCEL: 251 12.DD -01400 CITE ADfir2 055 - : 15636 GW 'EQU�)lA P"WY :_-UBDIVISIGN. . . . . . �UN►NG: I F' BLOCK. . . . . . . . . . LOT . . . . . . . . . . . . . -------- CLADS OF WORK, . :NEW GARBAGE DIOPOSALS. . : 1 MOBILO. HOME SPACES. : TYPE OF USE. . . . :COM WASHING MACH. . . . . . . :7 TRAPS. . .DACKFLOW F. . .. . . . . . :c OCCUPANCY GRP. . :R1 FLOOR DRAINS. . . . . . . :7 TRAPS. . . . . . . . . . . . . . : STORIES. . . . . . . . ..4 WATER HEATERS. . . . . . CATCH PASIN5. . . . . . . : FIXTURES-----_------ '- LAUNDRY TRAYS. . . . . . . GF RAIN DRAINS. . . . . : :3INF;13. . . . . . . . . :6 URINALS. . . . . . . . . . . . : 1 GREASE TRAPS. . . . . . . : 1 I_.AVATORIES. . . . . :99 OTHER FIXTURES. . . . . : 15 TUB/SHOWERS. . . . :99 SEWER LINE (ft) . . . . : 1 WATER CLOSF_TS. . :99 WATCR I_TN1= DISHWASHERS. . . . : 1 RAIN DRAIN (ft ) . . . . I<emarks : PlLrmbiny foie 4 ,toe~y, 110 giiost room hotel Owner.. ___..__..___.-._________.__.__.___.__._._ _._.__.______.___.__-.-- FEES TNN VQJTURE3 INC. tYl�e amol.int I.-►y dotte recpt: 054h S ;0L1f_ f FR BEL.LEVUE PRM? $ 3480. 00 JDA 06/16/95 9506690'4 SQ1Q 10 VEN, G. I'Y)a���ott P!-CK $ 1370. 00 JDA 06/16/95 95C6G904 BELL VU E W­ 98004--3646 IS686 Sw Segw,CA pR1,r5PCT $ 174. 00 JDA 06/16/95 95266904 Phone 4.1 *:06- 31 80Qi0 Con tt_actor: 1 PENINSULA PLUMBING PO BOX 16,307 PORTLAPJD OR 97216 Phone #: 761-0300 4524. 0171 TOTAL - - -- - REQUIRED INSPECTIONS 'his perait is issued subject to the regulations contained in the Sewer Inspect ion Final Tnspect i.on Tigard MunicipalCode, State of Ore, Specialty Codes and all other Watei, Line Insp ^_ applicably laws. All work will be done in accordance with Water Ser-vice In approved plans. This perait will expire if work is not started Rol.rgh-in Insp within 180 days of issuance, or if work is suspended for sore F'LM/Underf l oor than 20 days. Top--ol_1t Insp Storm O r-a i n Insp _ __---- ----------- Rain Drain Insp Ihi sr. Inspect ion Permittee ilfJilat -rr D,,­in1<iny FoLrntai . " RF'1Pack f l ow F'rt�v 1 s s,Lie d By _ .._4-tuvwl,-_... Final Inspection C,-All for inspection - 639-4175 r ti City of Tigard PLUMBING PERMIT AP_;=LICATION Planck/Rec. # 13125,,SSW Hall Blvd. Permit # Tigard, OR 97223 (503) 6394171 NIMUM $25.00 PERMIT FEE + ST. SURCHARGE •' � r--~ New SinghFamilit Residences 'lnA I 1 1 BATH HOUSE$140.00 ❑ 2 BATH HOUSE$195.00 .lob 145 S !fir a C1 3 BATH HOUSE$225,00 Address Wow. _�-- m Fee includes all plumbing fixtures in the dwelling and the first 100 feet of water service, sanitary sewer and storm sewer. See fees below. '*•'• "un.N Q.n...' FIXTURES OTY PRICE AMT Sink ✓ 9.00 '""^�A°'•" Ph- - Lavatory f. 9.00 Owner _ Tub or TublShk7wer Comb. 9.00 Z �'► '"• n Shower Only 9.00 Water Closet V 144 9.00 624 "•"~'""•"•w""^^•' Dishwasher.� � 9.00 Garbage Disposal 9.00 Occupant M."Ad*- '� *.» Washing Machine V 9.00 1 Floor Drain 9.00 °^"°"'• n^ Water Heater , �„ 9.00 Laundry Room Tray 9.00 Urinal 9,00 dy Other Fixtures (Specify) 9.00 M%"Aft- l . S � ✓ 1 9.00 7 Contractor < < 9.00 c.yiexM. m '4 9.00 ' Sewer 1st 100 30.00 .70 pyt SUN'r'r" tlin N. "^"" Sewer-ea. Addit. 100' 25.00 lN� Water Service 1st 100' 30.00 I hereby acknotiiedge that If1Av++lead this.. n, that the Water Service ea. Addit. 200' 25.00 information given is correct, that i am the owner or authorized agent of the owner, that plans submitted are in compliance with Slate laws, that Storm 3 Rain Drain 1st 100' 30.00 I am registered with the Construction Contractor's Board, ftthe Storm&Rain Drain Addit. 100' 25.00 number given is correct. (If exempt from State registration, please give reason below.) Mobile Home Space 25.00 Back Flow Prevention r Device or Anti-Pollution Device 9.00 "'°" "°"'"'""'"" °"• Any Trap or Waste Not Connected to a Fixture 9.00 Describe work new addition C7 alteration Q repair O Catch Basin 9,00 1 to be done residential 0 non-residential Q Insp. of Exist. Plumb+ng 40.00/hr Specially Requested h.spectlons 40.00/hr Existing use of Rain Drain, single family dwelling 30.00 building or property 9 ly 9 Residential backflow prevention devices 15,00 Proposed use of building or property _ '(Except axafdendal backflow pnWendon devices) NOTICE "Minimum Fee $26.00 SUBTOTAL PERMITS BECOME VOID IF WORK OR CONSTRUCTION a�! AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF 5%SURCHARGE / CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 160 DAYS AT ANY TIME AFTER WORK IS COMMENCED. PLAN REVIEW 25% OF SUBTOTAL 7v( Special Conditions TOTAL Dab issued by s lr.. ...,;l '�•SS �-�' 1p"'I.�Mq^ Iii +�y l.'Yrd� ikP C ETi T !r ------------- .............. S r Ce 1 f , r....n a•'4. it -:..,_.i, - .. -. ��. —CIE!3 Acc:!mulative Sewer Tally Address•• A; ���, r� -j,:_— This PLM#: 95 9 i — Fixture Value previous Previous Credits Capped Fixtures Fixtures New New # Value Capped off value added # added total #s total 1 Count off #s count value values Baptistry/Font 4 i Bath - Tub/Shower 4 - Jacuz/Wh;,)l 4 - Cuspidor/Water Asp 1 _ _ !► Dishwasher Commer 4 Domest 2 Drinking Fountain 1 .� Floor Drain - 2 inch 2 3 inch 5 4 inch 6 --- Garbage Disposal 16 Dom Ito 3/4 HP) _ Comm Ito 5 HPI 32 Ind lover 5 HPI 46 Oil Sep (Gas Sta) 6 Shower - Gang 1 - Stall ��— 2 Sink - Bar 2 ` Bradley 5 N Commercial 3 Service 3 Washer, Clothes 6 — Water Ext I 6 Water Closet 6 Urinal A 6 TOTALS Total fixture values: ( ��` 'divided by 16 3`' EDU HISTORY �� ._, r 7 �,c e-t�>�� s 10 COO �," .f;4� PLM# EDU# syi 4 PLM# EDU# SWR# PLM# F.DU# SWR# PLM# EDU# SWR# PLM# �EDU# SWR# PLM# ED" SWR# -- -- ±�3 PLM# EDU# SWR# PLM# EDU# SWR# __ -- i ti r M4r�1° Accumulative Sewer Tally :dress: g�D �7 SQG Li__J�. This PLM : eLMqS- ure V-1lue Previous # Credits Fixtures added # New total #s New total values Capped off #s k ry/Font 4Tub/Shower 4Jactu./Whpl 4 or/Vllater Asp 1 she Commer 4 — � S- Domest 2 g Fountain 1 Floor Drain - 2 inch 2 3 inch 5 4 inch 6 Garbage Disposhl 16 Donn (to 314 HP) Comm (to 5 HP) 32 Ind (over 5 HP) 48 OH Sep (Gas Sta) 6 Shower - Gang I - Stell 2 Sink - lxjqr 2 114 f 13 -1112 t Bradley 5 Commercial 3 Service 3 Washer, Clothes 6 J ; Water Ext 6 Water Closet _ 6 Urinal 6 1 TOTALS Total fixture values:_ IL+90 , divided by 16 _q�, EDU q3 Y 2200 HISTORY �t0 �io�{Sr °a 4- qs- 1115 .FC e. PLM# EDU/ SWR# PLM# EDU# SWR# PI.M# EDL)# SWR# PLM# EDU# PLM# EDU# SWR# PLM# EDU# SWR# PLM# EDU# SWR# PLM# EDU# SWR# �••, � k:.1617Y x-R5+?:'FXfS'9P"' 1A.1 Im E Xv. 1 CASE HISTORY FOP CASE NO. : PLM95-0129 INN VENTURES INC. 15686 SW SEQUOIA PKWY A tiao Dgeriptien Req/ sclui/ End/ Action Noten Diap By LIpd4lte npd Dent Done Done Date By � s i PLMB7J0 Water Line Insp / / / / 10/04/95 north side PASB TLP 10/04/95 TLP PLMB715 Rough-in Insp / / / / 10/04/95 PASS TLP .10/04/95 TLP PIMB740 Misc. Inspection / / / / 10/27/95 fixture test PASS TLP 10/30/95 TLP PLIC007 Appli.catirm received / / / / 06/13/95 P.RCD JDA 06/13/95 JDA PIMCuIo P)an check by / / / / 06/13/95 APPR MS 06/13/95 JDA P114C050 (P) Ready to issue / / / / 06/13/95 PASS JDr, 06/13/95 JDA Need contractors information i PIMCo60 (F) Issue permit / / / / 06/16/95 PASS JDA 06/20/95 D8 PLMC060 (F) Issue permit / / / / 06/29/95 PASS JDA 06/29/95 JDA PLMC120 Plumbing Underel 06/16/95 / / 06/30/95 PASS TLP 07/03/95 TLP PLMcl20 Plumbing Underol / / / / 07/05/95 kitchen area PASS TLP 07/06/95 TU PLMC120 Plumbing Underel / / / / 07/11/95 PASS TLP 07/11/95 TLP PIW710 Water Line Insp 06/16/95 / / 07/05/95 PASS TLP 07/06/95 TLP PL14C711 Water Service Insp 06/16/95 / / 07/05/95 PASS TL2 07/06/95 TLP PLt4C711 Water Service Insp / / / / 07/13/95 PASS TLP 07/14/95 TLP PIMC725 Top-out Insp 06/16/95 / / 09/02/95 grid 19 to 8 PART TLP 10/03/95 TLP FLMC735 Rai-i Drain Inep 06/16/93 / / 07/05/95 interior rain drain PASS TLP 07/06/95 TLP PLMC740 Misc, Inspection 06/16/95 / / 10/17/95 fixture toot 3 floor PASS TLP 10/10/95 TLP PLMC740 Misc. Inspection / / / / 07/13/95 grease trap+ PASS TLP 07/14/95 TLP PUW740 Misc. Inspection / / / / 10/10/95 fixture PASS TLP 10/11/95 TLB test PLMC740 Misc. Inspection 01/23/96 / / 01/23/96 shows pan ok PASS MS 01/23/96 MRS PIMC799 Final Inspection / / / / 02 15/96 need plumber for walk thru NP M.5 02/15/96 MRS PLMC799 Final Inspection 02/28/96 / / 02/23/96 soap d4-r-nn9r constitutes a FAIL MS 02/29/96 MRS �4`. croseconectlin PLMC600 Case +inaled / / / / 03/06/96 PASY MS 03/06/96 MRS i loop , ---__— -- --- _ T! MLCHAN I CAL `. CITY' OF T I GARD PCRM I. . PCRI�I1 T #. . . . . . . MEC95••-0105 COMMUNITY DEVELOPMENT DEF��IAWMENT DATE I SSUrC. 13126 SW Hall Blvd.Tigard,Oregon 97223.6199 (503)639-1171 PARCEL. ,-J 1 i 2DD--01 400 .ITE ADDREGS. . . : 15 G& SEQUOIA 1 Kl!'r' ZONING: I-P ':;UBD I V I S I O u. . . . : DLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . . CLA55 OF WORK. . :NEW rLOOK FURN. . . . : EVAP COOLERS: TYPE OF USE. . . . :COM UNIT HEATER'S. . ;; VENT FANS. . . : '.)CCUPANCY GRP. . :R1 VENTG W/O APDL: VENT SYSTEMS: '_1TORIES. . . . . . . . :4 DOILERS/COMPRESSORS FLOODS. . . . . . . : 0--3 I-IP. . . . . DOMES. I NC I N". :/GAS/ / / 3--15 HP. . . . COMML. i NC I N: MAX INPUT: BTU 15-30 HP. • . , REf''AIR UNITS: FIRE DAMPERS7. . : 30--50 HP. . . . : WOODSTOVES. . : JAS F RCGGURE. . . : ', + I IP. . . . : CLQ DRYERS. . : NO. OF UNITS-- ___.___._--. AIR HANDLING UNITS OTHER UNITS. : TURN ( 100K BTU: (= 10000 cfm: OAS OUTLETS. : 16 FURN ) -100K BTU: > 10000 cfm : Remarks: 4 story hotel., 110 gi-rest r,uoms. Mechanical Iyer-mit issued in connecticr• with the PLM95--0129 issived 6/16/95 FEES EPITUFCS INC. type e.mo�.rnt i:�y date r,ecpt 2000 OLL. ER DELI-EVJC PRMT $ 44'. 00 JDA 06!16/95 95c6690c 500 J.0C3T�i- !\I. C. m°i��"�° PI._CI, $ 10. 50 JDA 06/16/95 '35.6E;90 RELLf~VUE WA 9 04 �aE46 �56�5'G S(.1 sequoia FRi.y.5PCT 9 10 JDA 0L�/ 16195 9526E90 r-'home 4t: 406 -431--B0072) F PENINSULA PLUMB-NG P,O BOX 16307 PORTLAND OR 97 :16 --.--.-.--- -_..__._.._._.._._...__ _.-____.-__..._---__-.- Phone #: 7 G 1 -0500 $ 54. 60 TOTAL [Reg #. . : 02244 REQUIRED INSPECTIONS This permit is issued subject to the (egulations contained in. the Gas Line Insp Tigard Municipal Code, State of Ds. Specialty Codes and all other Final Inspect ion applicable laws. All work will be done in accordance with approved plans. This permit will expire if work is not started within 188 days of issuance, or if work is suspended for more than 181 days. i Par•,mitt:ee Signatiar-e: Issi-red By : Call for inspection 639-4175 R I ,J �' '�• �we+n ,F" ° ' �'.. .� e.M, 1w'X'^+..we « r�r n. w✓ ,_p"y' y .,van' ..., .y.:�r+-,... , Flmw 4' ' 0"'"q�'fh'c'"r. ,•.,., .. .,,. ,.�y'�r'+�';�lRSw :!ev'tM"r�c^�V7`.!�'dMM'H4 .��i n�;t.,«pygt!a»'+N!,�-rc,.. .. , 06.'15;A5 15:42 0503 684 7287 CITY OF TIG.ARD Wu111 vvi. LI — POS1417 Fax Nose 7671 ful" s City of Tlg3td ,>l ;, Platu:WRoc- # -- 3125 SW Hale Blvd ooa:a Pelrrnh 1 r�� :(;�b 'flgaM OR 97223 ` : Pr xw" - C�y 639-4.71 7-T yhrc C1 �[ M rA2a 1 o T�7A M drrieal Cady+ QVY PRICEA 1dTJo ( SW 5EfAuO1=SIL 1) Penni F40Addr9,7 Z, v, 1) 8upplsrrranrrl pwtttit 3.00 an��1D�D00'BT�-- P►.Gc u g► 1) krtrl ducts s sw4 a.00 Wtme Owner t 5)t S Svj eep U c,!6% P p•-, 2) W duels A WWO 7.90 unurwa 3tx t r tea Z Cro pCI,Q Qy(,C;7 Z 3) irA`erd - 6.00 a-a. 44VA2 humbor.we rN V EM-ru&Ms - plow 4) or neo-nimxitod h=W 6.00 om"paw F.+ff Z O" 5) appoance pomrt 3,00 MW g �! - I-ellga W A. 9lDo4-- 6) o liirq.absorption w* 6.00 2 ar or camp. pure,W mond R5 W I fi 1 S 1.k Pl$(x C.L7• 7) ro 3 NP;akaorp unit 1a 100K BTU 800 WAMG sr or camp. ,rar MMI (iOnl7aCbr O' (0307 6) 3.15 HP.abs-p-it rf SM B'U 11.00 sora PUMP.ar c p QCZ dtrJt� r CYL. 9 7 1(a A) 15.30 HP-.abtarp and SF1 wall in'0 ..- 15.00 - �`s�c- �si�namamw or oomp.IMF pvrr4,as CoRr 10) 30-5014P.mhxwp ad 1.1.75 mi BTU 2250 n y:ate ie�� rtl�pficarival Big EMWfir np, pup�p.au InhxrrtWbn g1van k Correct.that I am Me ow-rsr or 0uthortted aWt 11) >SO HP,*Wap twit 1.75 sri BTU 37•� �--- of 010 Owner.oral plass cubrnias{d aro in compranas Vier Stale )w OR 10 _ laws,that I am ragigarsd with the ecmvtrlction Conaamrs Board. 12) 10.000 CFM 4.60 1 ttint the number given is amvot. Of warmpt from Stm rogi&"Iin,, urn'r— ^r ptn-wo givw Mx.%0"bwuw.) 13) 10,000 CTM f 1.54 — -- - -------_ — — - on 14) evopmaks Coder 4.50 151 to a siroa dui 3A0 vMMv symn not C.�t4y a•►� -A �,.LcA � 6--/4 9 S- 16) irKb tried in ap bum permit - ASO HOW by - 17) mochanitart exhaust 4.50 INSCEMWER 3111194 WWWO MiiiffiftuPOW oommeoval Or ss - -- to be dons residential Q non-nsidrrntial(D 16) typo Btoinoratttr 30.0? exWq 1ls@ q,Wartf — bwHkv or pt Mr Any — 10) haslsr,solar,dClltas dryers,nom t 50 Proposed uss raf 20) Cass pipitg fine b 11txOLd"M 2-00 32 t7� bu►tdktq er map" -- Type ml tual-oa Q nslural err® LPG C,l Olndrie Q 81) Akre��~pr CUM kinlmum Fee MIX) SvM"TAI0 TS � PEAMBECOME VAD IF WOW OR CUP STRUCTION ` AUT14CWAM IS NOT COMWNCF_D M1RTHIN 150 DAYS,OR 5%SURCMAME L U •�� IF CONSTRUCTION OR WORK IS SUSPEP,Drz[)OR - �— ARAAOONED FOR A PERIOD OF 160 DA rS A f ANY TIME PLAN REVIEW 2S%OF SUBTOTAL 5O •0`0 f APTEF,WORK IS CCENCED - �_ TOTALQ 4 I.4 0 — Oats issued try---- ..nikwn. I 11 Y t T• )i p.* AL F .v l " I Page No. 1 CASE HISTORY FOR CASE NO.: MEC95-0195 INN VENTURES INC. 15696 SW SEQUOIA PKWY 05/18/98 I Action Description Req/ Schd! End/ A•tion Notes Diep By Upda,-e ,pd ' Code Sent Dane Done Date By A MBCc007 Application received / / / / 06/16/95 REM JDA 06/16/95 JDA PBCc010 Plan check by 06/16/95 / / 06/16/95 APPR MS 06/16/95 JDA MECC060 (P) Issue permit / / / / 06/16/95 PASS JDA 06/16/95 JDA ' MBCC'705 Ciao Line Inep / / / / 11/02/95 PASS TLP 11/03/95 TLP OCCC799 Pinal Inspection / / / / 01/27/96 PASS TLP 02/29/96 TLP PASS TLP 02/29/96 TLP MBCC800 Cage Pinaled / / / / 02/27/96 AN9aeA i J II IV �U i is 90 a C 6C,re- N �trIF �s Pole'sk b C, w . 1 �To n..r� �ar�►�N�� r Pa.tu�r AC-Tr-C-5 _ >t 2.-mviot Jg1.r M�sTl--�v0 l O cn h `-�TZxtJI'1 • IDI/\S H . C.c-�' . I .ID.F_ CAJ•CW lS O.sc. I I 15504`lp OREGON 25, I SRL KOa0G EXPIRES: 8/3olas� 1 c f BY DATE MACKENZIE ENGINEERING INCORPORATED JOB NO. CIVIL • STRUCTURAL • TRANSPORTATION SHT. . OF 0690 SW BftNCROFT STREET • PO.BOX 69039 _ PORT LAND,OREGON 37201-0039 0 (SC3)224-9560 • FAX(503)228-1285 m 1Ni ALLZR10 TS RESERVED ORP+JRATEO a i W A'TL- L Qy P C T Ci.3�oA/�1 HR--• A,c.J //tet_. J y HIt- 3CrOo --cc- C- f I I -2-s \ __ � f BY I i DATE_ MACKENZIE ENGINEERING INCORPORAI;D 308 NO. 1941 ~3`1 CIVIL a ;STRUCTURAL • TRANSPORTATION SHT. __ _ OF _ 0690 SN. BANCROFT STREET • PO BOX 69039 PORTLAND.OREGON 97201-0039 • (503)224-9560 • FAX(503)228.1285 MACKENZIE ENGINEERING Nh OM1tiiMTlO '© IM3 ALL AIGHT8 AFlJTM-0 ' .. Air•. . .:.. ......... .. ....... .wase.. ,,� _ ixl � II i r- �{ �� =I � IIIIIIIIII � IIIi � l � ill� l �llll �� l - I - II _J _ I -11111 I � I� III � I I I ILL J O p � W I I LI �''.� ',`�y�' r:`.;i �• -4 inl��;,'A'.Y '+Ctr��Mi�� S.��l'i{pl�''F+1.,h1 �.r:R:.la, .. .,._...... .. ....r:.aR»„ �r ��..*: .AM-,y r,..• Ir"'T"`.e w • p�• F•,�,. ,N �. „ ,,, � v?vl �u ni1�q�.vrxq. ,..�,tiM'' . ry vw1 I I ' I 1 , r I I � K E� �Ql H I W I`ll II I I H ilIQJi 'nl ki -tI ISI I�� Irl H I�I ISI ISI Iq 1� I ml ISI SI UI 14 II j E I I I I �I I�� i°I I I I I - I _ 71 i tz In _ Ll -96 O J — ll, iil�lll lJQlil y IJ Y V ',I� Z I C I �I I� loll U1 \� OI_ I 11(ll II� I�I I I� I I�I I�I I I '. r_ ebb I I I L i I I MI I d l I��-I I-I 14 I I 1 I IH I I 11r) La LT IIIiIJ '�� Il � l� i� bll� lll_illl� ll'� IIII 'moi � l II"'�� I� � Illl� b� l� � � lll� lll�ll� lll_ I_ I � I� I�1 Ill � ld '� � �� I � 11 '_II� I � . IIII j , ;� = I I ! ! �I 'SNI ' Ilsi ' ' II� iIII ' IIIII 'II '�' III_II i�l11 - I iIla ld '�il Idi� l� dla , �llll I1--. 1p! M M I Id I I I IA 1� I H le ERE J it je: S f 1 pYat rl,1r �drn °rid ��a s �, UF r June 14, 1995 R-ev/G, Mr. David Scott, P.E. City of Tigard,Oregor 1125 SW Hall Poulevarc Tigard, Oregon 97223 RE: PLAN- CHECK#2-27c R:TVIEW RESPONSE ITEMS Courtyard by Marriott ' Dear Mr. Scott; Pursuant to our phone call of May 24, 1995, the following is a list of responses to your questions regarding previously submitted plan revr,:w comments. Responses to SITE RELATED ITEMS 3., 5., & 7 were provided in a letter dated N!ay 25, 1995. ► ARCHITECTURAL ITEMS j 16. Per our discussion, the two-how wall extends to the underside of the overhanging hip roof"apron" assembly which is essentially the bottom of the roof at this point, thus completing the separation. 18. Electrical drawings Eu and E7 indicate smoke detector locations. (see attached E drawings) wA prt 7 GREG L. ALLWINE, AIA ARCHITECT j19 Electrical drawings E6, E7 and E8 indicate alarm and strobe locations. (sce attached E drawings) N,Aeri 1 211. See attached letter from Jarmer Electric regarding provisio-'s for hearing impaired occupants. i 23. As we discussed over .he phone, the issue of how to provide an emergency evacuation plan approved by your department in conjunction with the Tualatin Valley Fire and Rescue will be fully resolved prior to issuance of a certificate of occupancy An ■ approved plan is not requirf d prior to permit. fel G7 271% Ample room for a 60" clear turning circle within(&kitchen will ;e met. Currently the only obstacle to providing the required maneuvering space is a free-standing table which could be moved, or modified for clearance. 31. dotes have now been added to the plan regarding corridor glazing and frame ratings. See attached EXHIBIT A. 7Y _ tlJ A R C H IT E C T U R E 32.E As we discussed over the phone, paired doors numbered '32' between units are not AND PLANNING 'occupancy separation' doors but rather 'occupant separation' doors and as such do not 130 ANDOVER require closers or rated hardware. As previous,y stated, when these doors are in the PARK EAST • SUITE open position,the rooms function as a suite with two egress doors. Section 1202 of the 301 SEATTLE, WA U.B.C. handbook supports this position. 98188 TEL (206) 431- ll r 7960 FAX (206) 431- 5 See attached Jarmer drawings. 7960 ' 6. 1 See attached Jarmer drawings. ■ AVL a 1� y' I-. CPVC intended for use infir,proleclion piping only is approved for use above the ceiling. � 31911 Plastic plumbing will not be used in area separation walls or occupancy separation walls. pipes penetrating fire iesistive construction will be metal to a minimum of 18" from the wall. Peninsula Plumbing is working with the City of Tigard and intends to carryout all construction in accordance with the aporoved drawings and current code requirements. Note has been added to architectural details 1&2 on drawing A16. See EXHIBITS `D & E' attached. 71 e e r/ 7111 I 41. Mechanical documents indicate uampering required at corridors occupancy separations and other rated assemblies. 77 e ex 42. Based on a conversation with Mr. Scott on May 24, 1995 i, is our understanding that the letter of April 26, 1995 has been accepted by the city of Tigard. wX 1._e 4r f CHANICAL ITEMS See attached Kitchen 8 1/2 x l I drawings. `Allthread' point load connections to floor joists - will be attended to by joist manufacturer/designer and iubmitted for review along with the rest of the floor system as required. For the record, the kitch:.n consultant has stated that the total !v' dead weight of the hood is about 300 pounds,which divided by six points amounts to six, fifty pound point loads. Such loads can be easily accommodated by the building structure and the floor system proposed. See EXHIBIT B attached. Top of hoods are more than 12" from the rated assembly . i Interlocking switch will be provided. j4. Peninsula Plumbing is working with the City of Tigard and intends to carryout all construction in accordance with the approved drawings and current code requirements. 6" - 1 space will be provided per code. 5.� Struct. ral roof platform is designed for the comhined anticipated weights of the mechanical equipment. Mechanical rooftop equipment is individually brazed by it's connection to an integral prefabricated curb assembly. Suspended equipment is to be tied to/supported by roof trusses which are to be reviewed by the engineer of record according to State of Oregon requirements. Actual bracing detail will depend upon the truss configuration which will be supplied by the truss manufacturer. / See detail 13/A 17 for one hour rated hood horizontal shaft enclosure. See mechanical i drawings for•location of shaft within the kitchen. uP �" / r,. 3 w UC'rURAL ITEMS Specific mechanical equipment items are to be supported by the roof truss system which will be designed by a licensed State of Oregon structural engineer. Drawings and calculations will be reviewed by the engineer of record according to State of Oregon requirements and submitted to the city for approval as required prior to erection. Anticipated gross weights of suspended equipment are accounted for in the overall building design calculations. See attached 8 1/2 x 1 1 copy of note added to building elevations which specifies typical brick ties. See EXHIBIT C attached. C7, Eng;ueered joist shop drawings and calculations will be submitted to the city for approval a` HuvD required prior to erection pursuant to State of Oregon requirements. �}ApYl1 NAML"` Trusses will be placed directly over shear walls. Shear walls and notes have been added to the L� roof framing plans. See revised Structural drawing being delivered under separate cover. According to the .:ngineer of record, uplift forces in question are resolved via a connection to a grade beam as detailed on the approved foundation permit documents Based on conversations with the building department, no further documentation is required. y i Please feel free to call or fax me directly if you have any questions or comments regarding these issues. Sincerely, GREG L. ALLWiNE, A..I.A.,ARCHITECT Robert H. Kleven, A.I.A.,Vice President 421 PER04 l I1 Y 1 ffi Yi f 4 ; r r "t.. ,y(1 -1'4 i'y3.�!!4M+ � �r°C�r„n.7'Y��1=�'S�9�Y�A'�i}�". •��'�'.4 Uj�'��M"-�F74"?ralN!.��w:mwnnf+uw,....,-... ..r. ,.�} _. .:i> ��' . { , 1J3.• P.: 6-4 1/2" __- :2'-:2 3/4" I Q SIM I —t'�'-- ECUAL i AGGES BIBLE F H/ G.T.ON V,;ALL5 TOr © A16 CEILING 5OFFIT O F.D. tV r _ — -- — FURR-CUT THIS VIAL i - _ TC MATT CH �IGKNEE �TcM P�ERF RE OF I-HR FIRE PROTE 7- 2x6 GLAZING IN g' AROUND COLUMN MTL FRA MEN C15 ' � m 1 �0 EXERCISE 13 ROOM 9 1 j b 1� I I a , I i f T b .a , .,, ,� ,.. �., �c�v�;'•�ii�Y?'�!�6K.C>�S°�Wr9nMIMv'►a,.�m��w«wren.,.,,,_.. �...._....�u'.�i�, i� i l ILALL Tu►tA:-".ATI" A&W"CLr DOLTED AT TCP � 4 0 ' AL' TI.Ge•AA ' i i ALL''RGAD f C a� • "COD 4 � , I 'O WAl i 8T=6 c;M 9A"Kit�s S I { I J� 4 HOOD SECTION SCALE VV r-V OS 'I �r 1� 7 s.y IrP• vf*±;':,�, d A�r. :. 4 1 r,,,4 1:.�1 1 . s�i,'IF+4k�.�'� �� '."f'..'�, N�yl� . _ ]J&"�"/=,:A�YIH.rw,4�jy,Rh?.Rv�➢'/M'„Y^,a, ,...,. ...y...,.... ., .1.- � , ' o 1 111111�1LIL(LL — L L E9 r ' e. = _ _.1 ,� 74 NILE SET I1• v BRICK VEr METAL ROOFING -- (TYPICAL) TIL-E SET INTO E.I.F.5. (GREEN COLOR) ---3/"V" JOINT IN CONCRETE'---- 5EE OLLG, AI FOR STAIR, RAMP i RAILING PLAN AND DETAIL REFRENCE5. ELEVATION Lf_s_t FL GRADE �+ L-BRICK VENEER AT GROUND GREG 'ava FLOOR WITH 12" SOLDIER COURSE TOP AND BOTTOM, SEA A� 12" 5CL:)iER COURSE ABOVE WINDOWS AND ROWLOCK CURSE UNDF WINDOWS TYPICAL BRICK TIE NOTE: I CORROSION RCSISTANT ANCHOR TIES PER UBC 3006 AT 24" O.C. HORIZ. ,M1D 12" O.C. VERT. W/2" MIN. EMBEDMENT INTO VENEER AND W,-'ACED TO CONTINUOUS PREF 1 ;ATED HORZ. JOINT < GREG L i REINF<,)t.,_,NG OF GALV, NO, S GA. WIRE CR EQUIVALENT. PROVIDE SPOT BEDDING W/CEMENT MORTAR 1_\AT AL TI TIES. p, . 1 -, .�.... ....,..... ...,. ,,,... y,..�.., .. .,.._r ., .a .e.a ylr w: .'rnr'N".,,s,•"' .»w`,w,'w•'''^'+Y y A .w _ - .. r .L•,•WMf Mlfrr •,. y.e.... . ._. y Q;4 bC - Ii I1 — ABS PLASTIC IN WALL CONNECTED TO i METAL PA5SINO THROUGH WALL I! 'NOTE: PIPE CRAIN OK CONDUIT PENETRATION5 OF WALLS RE:,.UIRING PQOTECTED OPENINGS M4,'5T EE GOP":•R, FERROUS METAL, OR GCNCUIT AND I=1RESTr:PPED WITH APPROVED,, MAc �c7L - Y HI TH U5C 4304 (G) (SE`. NOTE 2 BELOW) �3\\ R-5 OP�FL iA 'E5EAL" FIRESTOP PUTTY. "3M BRAND" FIREBf,RRIEF- OR OTHER 51MILAR APPROVED Ma cRlitiL. (MINERAL HOOL NOT ACc'EFT ABL-) s PR0—1=ST W/ METAL E�GUTc;,F!E^N PLA_. _ ELECTRICAL :UTLE7 BOXES MUST BF nTEEL, I i NOT OVER Ib CO. IN., OF—FSET HORIZONTALLY ® A MINIMUM OF 24" HIEN ON OPPOSITE SIDES OF WALL. - SEE UBG SEG. 4304 (G) 2 � NOT: I. INSULATIC:N NOT 5H0 FOR GLARI T Y 2. METAL PIPE SHALL EXTEND IV FROM L� FACE OF WALL AT ALL RATED PARTITIONS. MEMBRANE FENETRAT10 5 ISCALE: I-I/2"=1'-O" SIMILAR: EXCEPT STUD HIDTH(5), AIRSPACE AND/OR 51NOLE STUD W,*LL IN LIEU OF COU15LE STUD HALL o»o e i NOW- M. �...,A,,,y' .. �.,..y... .�,..»+y.;,,, .,gyp ,.r ►.. .. ... , . .. i oe • C V 141OUR OR 2-HOUR WALL A 5EMBLY ) 1/4" MIN BEADS OF '3M FIRE BARRIER � GP 25" CAULK OR MOLDABLE 7UT1Y 1-1/2" TO 2" NOMIt AL ABS PIPE (SEE NOTE 2 BFLOI^U MINIMUM (1) WRAP '3M FIRE BARRIER FS-195 WRAP/STRIP' 2' WIVE 30 GA STEEL 5L_Fv`/E -- TIE W/(;) WRAPS OF TIE WIRE AT EACH EVC lo NOic: I. INSULATICN NOT 5H0 FOR CLARITY Z. METAL PIPE SHALL EXTEND 18" FROM PAGE OF WALL AT ALL RATED PARTITIONS. SCALE: 3' I'-G' ��- 0125 ,4 i. a CITY OF TIGARD BUILDING COMMUNITY DEVELOPMENT DEPARTMENT .. . :PERMIT r-�r_RMtT �. . . . BtaF'95-0197 13126 SW Hall Blvd.Tigard,Orpon 97223.8199 (603)639.4171 DATE ISSUED: 06/1L2/95 63'7-•4171 PARCEL: 2S 112DD--01400 SITE ADDRE55. . . : 15686 SW SEQUOIA PI:WY SUBDIVISION. . . . ; ZONING: I-F' . . . . . . . LOT. . . . . . . . . . . . . s ? REISSUE: FLOOR ARCAB- --- - ~--- EXTERIOR WALL CONSTRUCTION i CLASS OF WORK. :NEW FIRST. . . . : sf N: IHR S: 1HR E: 1HR W: 1HR 1 TYPE OF USE. . . :COM SECOND. . . : s•f PROTECT Or'CNINGa?____.__...__. TYPE OF CONST. :5-lHR THIRD. . . . : sf' N: S E: W: OCCUPANCY GRP. :R1 TO-AL-- -- -: 0 7f ROOF CONST:B FIRE RET? :Y OCCUPANCY LOAD: BASEMENT. : f AREA SEP. RATED:e'HR STOR. :4 1 IT. :4'7 ft GARAGE. . . : s iOCCU SEP. RATED: 11IR i v BSMT ?:N [VIE Z Z? :N REOD SETBACKS---------- REGU I RED----- F LOOR LOAD. . . . :417, p s F i-cr-T : ft RGI IT: ft FIR SPI:L: v SMOI', DET. . s Y DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM: Y HNDICP ACC:Y BEDRMS: BATHS. IMF' SURFACE: PRO CORR:',' PARKING: VALUE. 3 : 90000 Remarks : Foundation only for the 4 story hotel, .110 gLtest rooms and, does not include slab or pli_tmbing. Owner: __..___.__..__.____--_---_._____.___.__._.__.__.._..____ _ _____ . FEES PACIFIC REALTY ASSOCIATES type amo1-tnt by date recpt 15350 SW SEDUOIA PARKWAY STE 300 PRMT $ 40;. 00 JD Q16/12/95 95-266636 PLCK $ <<61. 95 JD 06/12/95 95-•2-66636 PORTLAND OR 97224 5F'CT $ C20. 15 JD 06/12-/95 95-2-666.36 Phone #: 624--6300 Contractor: _ ... WALSH CONSTRUCTION INC 3015 %! IST AVE=NUE" PORTLAND OR 97201 Phone #: t 685. 10 TOTAL Reg #, . 11390 --- --- REG7U I RED I NSPECT I ONS This permit is issued subject to the regulations contained in the Foot/rol.tnd Insp Tigard Municipal Code, State of Eyre. Specialty Cotes and all other Reinf Steel Insp ^ ■ applicable laws. All work will be done in accordance with Framing Insp apprrved plans. This permit will expire if work is not started Inst.tlation Insp within 180 days of issuance, or if work is suspended for more Final Inspection than 180 days. f-'r_�r' m i t;t p_p Sign s, L Z-4 Call for inspection - 639--4175 #a i ------------- i Rl, Commercial Bullaing PermARR11cation City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 (503) S 4-4171 / Jobsite Address: )'E &/ke 'rk- ff.c 1 v Valuation: , owner. L _ - TL# Address: 7a S-o vals Hagulre_d Planning Phone: -- Engineering _ >a Mer Contractor: '� L ` _L .11-1i j/Zct e 71-i v A-, ' Address: I I Type of const: --Tj., Y � Occupancy class: - IZa Z/; � L Phone: �� G d Sprinklered? Yes) No Contractor's License # (attach copy of current Oregon license) Sq. ft. of project: _60, y Contact name & phone: Story (1st, 2nd, etc.) Proposed use:. /I(i C L Architect/Engineer: � Previous use: - Address: Note: Plumbing & mechanical plans must be submitted at time of building permit application. Phone: 115 JOB DESCRIPTION: ! 0 -f/'yJ2 a-t')o� U>>/� — A/,) J L4 b Appl Signature & Phbile number 1� Received by: U r Date Received: Y' Permit N Account Description Amount Amt. Pd. Bal. Due Bldg. Permit (BUILD) Plumb. Permit (PLUMB) _ Mech. Permit (MECH) 1 State Tax (TAX) 7 c? �✓ Gi J S Bldg: Plumb: e, Mech: Plan Check (F LANCK) Bldg: Plumb: _ { Mech: Sewer Connection (SWU:A) _ Sewer Inspection (SWINS.''I _ Parks Dev Charge (PKSOC) _N Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) _ Institutional TIF (T1F-IS) Office TIF (TIF-0) Water Quality (WQUAL) Water Quantity (WQUANT) Fire Life Safety (FLS) Erosion Cntrl Permit (ERPRMT) Erosion Planck,,USA (ERPLAN) Erosion Planck/COT (F.ROSN) TOTALS: ✓_ f I �4 I I YI�4"4°�°�g?4A'4�M7R" , �7 I I Page No 1 CASE HISTORY FOR CASE NO.: BUP95-019'1 INN VENTURES INC. 1,,696 jW SEQUOIA PKWY 05/19/9V Action Descxipti.xi Req/ Schd/ End/ Action Notes Diap By Update Upd Date By Code SAnt Done Dane _ ___ __ • 1 BUPA745 Uyp P7ard Inap 11/02/95 / / / 1 ]and • floor PASS TLv il/02/95 TLF BUPC010 Plan check by 06/09/95 / / 06/09/95 Foundation Only. Does nc�t include any APPR D8 06/09/95 JHF floor slab or underfloor plumbing. I I { JSD 06/12/95 JD DUPCO90 (F) Ready to issue / / / / 06/12/95 f� BUPCIGO (F) Issue permit / / / / 06/12/95 JSD ^6/1./95 JD 1 i OUPC705 Foot/Found Inap 06/09/95 / / 06/15;95 pending- engineering for short dowers w/ PASS RB 06/21/95 TLP tied extension; footing onlyl I BUPC705 Poot/Found Inep / / / / 06/21/95 elevator pi`_ PASS 1'1p 06/21/95 TLP bacretaining wall grade beam RUPC705 Foot/Pound Inep / / / 06/22/95 perimeter fou.idation PAPS TLP 06/22/95 TLP I� BUPC705 Foot/Found Inap / / / / 06/26/95 remainder perimeter foundation walls PASS TTP 06/26/95 TLP I. BUPC705 Foot/Pound Inap / / / / 07/05/45 PASS TLP 07/06/95 TLP BUPC763 Reinforced concrete final rept 03/08/96 / / 03/08/96 PASS D9 03/09/96 D8 SUPC799 Final Inape^tion / / / / 02/27/96 PASS TLP 02/29/96 TLP I �. ' SUPC960 Case Finaled / / / / 02/27/96 PASS TLP 02/29/96 TLP 1` 1 00 late" i 4 � I I I { I II 1 W.....�.....,o.,.........,a,{. I r- A i .r ti i I tl� WASHINGTO COUNTY ELECTRICAL PERMIT Departmepartment'ot Lans1_tJae-&Transportation "t. Electrical IpzpeT11ion Section 155 First Avenue, #350-12 APPLICATION eboro, Oregon 97124 Information: (503) 640-3470 Fax: (503) 693.4412 permit �(.,c q5 -00; 5 NPLEASE PRINTumber -� - __ Date �j I - Please ° 4. Complete Fee Schedule below 1. Location of Installation Number of Inspections par permit allowed + Address } S_ cI tiCltg u• Service included: Items Cost(ea.) Sum Buildingg A. Residential-per unit City i Suite tJo. --- n D ff 1000 sq n or legs _ $110.00 a Tenald Nam / C)L L/rG'T� l Each additional 500 sq.ft (if con' nerclao IVVI� or portion thereof $25.0061 -- Limited Energy $25.00 __ 1 Map Nu._-- r Each Manuf'd Home or Modular (]welling Service or Feeder 568.00 2 ' Thomas Map Book: Page: Section: Directions - B. Services or Feeders Installation,alterations or relockoon. 2r)0 amps or less $60.00 2 Commercial ❑ Residential❑ 2o) amps to 400 amps $80.00 2 401 amps to 600 amps $120.00 2 r 601 arnps to 1000 amps $180.00 2 2a. Contractor Installation onOver 1000 amps or volts $340.00 2 Electrical Contractor ax rn r r CZI C Reconnect only ---- $50.00 2 Addre City State ZIP ) C. Temporary Servires or Feeders Date_ as^ J b Nu lber �� Installation,alteration or relocation r. Property Owner ,L- ti — 20o amps or loss _ $50.00 /S tr 2 Contractor's License No. - 114q 201 amps to 400 amps $75.00 _. _ 2 oe 401 amps lc 600 amps $100.00 2 Contractor's Board Reg. No. , over 600 amps to 1000 volts see'e-above Signature of Supr. Elec'n ,J. Branch Circults 1 i License Nc. �� hone No. New,alteration or extension per panel a) The fee for branch circuits with 2b. For own gr Installatio s: purchase of service or feeder fee. Each branch OicuiY $5.00 _ 2 b) The fee for branch circuits without Print ner s erne done--No purchase of service or feeder fee. Address -- -- First branch circuit $35.00 2 Each add'nl branch circuit-- $5.00 2 City � e - IS, Miscellaneous; (Service or Feeder not included) Each pump or irrigation circle $40.00 _ 2 The installation is being made on property I own tach sign or outline lighting $40.00 2 which is not intended for sale., lease or rent. Signet circuil(s)or a limited energy panel,alteration Owner's Signature Y or 3atension _ $40.00 _ 2 F. Each additional inspection over the allowable In any of the above 3. Plan Review section (if required) Per Inspection $35.00 _ Per hour $55,00 _ Please check appropriate Item and enter fee In section 58. In Plant $55.00 _4 or more residential units in one stnicture _Service and feeder, 800 amps or more 5. Fee..^a System over 600 volts nominal A. Enter total of above fees $ S I_Classified area or structure containing special 5% Surcharge (.05 X total fees) $ occupancy as r1e9crihed in N.E.C. Chapter 5 Subtotal $ /5-7 sem' B. Enter 25% of line A for f Submit 2 sets of plans with application where any of the Platt review if required (Section 3) $ above apply. Not required for temporary construction Subtotal $ ` services. 0 'rust Account $ T- ----�--- Balm ice Due For inspections call This permit becomes null and void M the work authirixed by the perm"io not commenced 640-3561 or 693-4415 within ISO days lrom date o4 issuance of such Wrml:or N the work auhorlred is suspended or abandoned of any time abler work Is mimanoed lot a I wrlod of ISO day& [ 24-hour recorder, one working day in advance of noed Eledrleat Permits are non-re/undabN and non-transforao:- N{ 8/94 a i Page No. 1 LASS HISTORY FOR CHAS NO.: SlryS 0021 Y i JARMRP ELECTRIC t 15686 SN SEQUOIA PKWY o 05/19/99 Action Description Req/ ScLd/ End/ Action Notes Disp By Update Upd . Code gmt Dane Done Date By SLCC001 Application Received / / / / 06/09/95 REM SUS 11/07/95 TMP 81,CC001 Permit Created / / / / 06/09/95 PSN) SUS 12/20/95 TMP 91,CC500 M lesue permit / / / / 06/09/95 PASA SUS 12/20/95 TMP 91.CC900 Cane Finaled / / / / 12/09/95 APPR MJR 02/16/96 JDA b:. 4i page No. 1 CASH HISTORY FOR CASH NO.: RLC95-0015 JARMt6R HLHCCPIC 15686 5W SEQUOIA ?RWY Os/16/96 echd/ and/ Actio, Nolen Oiap By Update Upd Actin Description Req/ Dare By code Sent Dane Dane ' RECD JDA 12/14/95 TMP RI,CC001 Application received / / / / 06/09/95 PEND JDA 12/14/95 TMP ELCC001 Parmit created / / / / 06/06/9s 06/06/95 PASS JDA 12/1.4/95 114P sucsoo Missile permit / / / / MJR 02/21/96 ?VR 01/21/96 no reit a licstiond RLCC800 Cane Plivled / � / / � � 1- I l �I / y:4 �-iYA 6 F . ........ -..vw+h'.K.�,.•WVM¢y1N'.Y'�'Y1'HAl1N„7NAxYlU9l�R� �. JMIlY11t`t�A'YkY+YM*.MloM11AAMri. s � Pago No. 1 CASE HISTORY MIR CASE NO. : ELC95-0026 � JARMEP ELECTRIC li 15686 SW SEQUOIA PKWY 05/10/90 . Actin Description Peq/ Srhd/ Filed/ Action Notes Diep Py Update Upd code .^>ent Dane Done Date By -------- -------- ---------------------------____--------- ---- '- --—---- --- RLCC001 Application received / / / / 06/09/95 REM JDA 12/14/95 Tt!P ELCCO03 Permit: created / / / / 06/00/95 PEND JDA 12/14/95 TMP 11LCC500 M Issue permit / / / / 06/00/95 PASS JDA 12/14/95 TMP BLCCe00 Caoe PinAl«. / / / / 02/21/96 no application 7777 MJR 0!/21/96 MJR i r i r ` f Ji.. p • insulate Industries Inc. 3 3i8 I 3,11111 15/16 t/ -- - AIR SPACE • L. SL DER 3000 SERIES Y I V W EL O - - --- � I p � I a I 1 1 I 1 Scale: 6" f MOTET: _ - M.""" SHIM BY OTHERS TnTAL, P.02 r.r ..,..ir.,,,�., vr+.�... ...ry 'w 1� -•!ff .�.. +nv+R" .+..- .w.r,�p,,K..w 1,•. SITE WORT, CITY CSF TIGARD rCRNIIT #. . . . . T. s CIT9512IQ+►i'I!3 COMMUNITY DEVELOPMENT DEPARTMENT DATr' ISSUED. 0(,101/95 13126 SW Hall Blvd.Tigard,Orpor 07223.8129 (603)839-4171 PARCEL; �a11�'DD rZli�r00 r� - er` c r 'T STC ADD( rr:_ �. , . . 1 �C,E1E� .��'! '77'TUC`,(; .' r .JPDIVI5Iml. . , . s 70NINCs .aCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . y >' c nr WORK:NrW PAV I Nr,I. . . . . . . . . t Y RErO, No. t 4CV VOLUMIE. t 121000 cv (,f'ADA'N0T. . . . . . . . IV VALUE . . . 300000 ,+ . ': 'LL 4'a(-1!ME. c;d .v LF iV1y5CA1"'Ir1-^, NG FILL'. . . . . . :N 51TE PREP!. . . . . . t`'/ • MF'F.Rv sunrF ACC. . t 6: sal Iv f khn yl r v hoi;pl, 110 u'ke:;•t ronr.s itta ��,u (+ ins.' _Iri.irq Ik .il. itirrsr. pat•kirl� c. , sirie walks,. ctc. rl�., ,urt .._.._____.......»_...__..._._ .... ._..._ .._..._..._ - _.__.._».__ . _w_ _. F'EE'S _._»... .._ .. __.__ ,. NTURE'3 If, amcu,r)t. by at�; a I"r:;.clt; d l NTEf? T,:`' (.f`VI_'C !='f%M'T 1' 933. 00 TD 06/01/9 )5 -6147 Svc p,t. F. Met rriotl• "�:;'i 1 �6 65 JD OC401/1il5 ')S, 2.£,C,1.47 ► 98004-." " IS�g6 s ..C(', f 0C.-. 4S ,JD 06/01/95 9t5-8661471 4 j /'/1kJ' 1. 0. CZ JD I!'',`' 'Q7 1 266147 '4 ERFC 39. 00 Jn 06/81/9n 95-266147 !I _ti,i,. .A::tr.,f- .....--- - f,^r"G ii '',7. 1210 JD OG/01/95 ')a••,�'f6t4 �. f1N*rRACT0R NUT' ON r'I L _+N1ht f '40121, 021 ,JD 06/0 1/95 'lS ,'..'661.; �+ yy # �, 'v 'i 1 C;'•r. l�� .r I:; i:1. � - - _.... REQU I RI-T) I NT V'r "i 0Na s persit is issuer; subwt to the requlatiors .antaired in the E:rr; ion Cnrlt;r•ul _.- {ard lkniciaal :Ae. State of Ore. Specialty Codes and all other f"xcavat ion Insp _ . plicaltlt laws. fill work Nil! to dw, in accordance with f'i 11 InsPeCt ion roved plana. 'his y;rut Aill expire :f worw is not started f`ira.iir q Jn,.p _hin IAIda�t of issuancr, or if work is susperded fok t St?.-a brain J n a p ar, lA� dans. Ski, ,ini(l+ar- 1,tty ly __.. ..___ _ _ rz6car)(.e � ni�;t•^i.1(_tlll''311 �Ilci!'sUn ' �• J�7f- '��"'"r ; n e e t e t) q)-ad.i r m> 1 i 1 V I �►L- ---��'r s k.:t c:t i c,n _ til v IYAFM'4''MA�MfXA' .. Commercial Building, Permito fp batio� e City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 (503) 639-4171 /JC n 7 Jobslte Address: a Tenant: ' plancWRec ALL. ev 2 ! Valuation: 3Do_ Permit # We Owner: _ .�i _• r f'� t � - \ s QAap&.. Address: rovsls Re�ul_rerf r !landing 504„� Phone: ---- �r,gineering—�L'I j /Ctrl Other Contractor: Address: Type of const: Z- n- Phone: Occupancy class:��/ 4 � _ _ i Contractor's license Sprinklered? .'Yes-� No #f_ (attach copy of current Oregon license) Sq. ft. of project: c- -- Contact name & phone: Story (1st, 2nd, etc.)�_ �(�' Proposed use: /-/v fQ L Archltect/EngIneer. �� Previous use:- A Address: _ Note: Plumbing & mechanical plans must be submitted at time r,r Phone: building permit appliration. JOB DESCRIPT;ON: Applicant Signature & Phone number _ r Receiver+ !jy: _ Date Received: v ir FA 1 .,�.. P.. .• •- yrw.rp.• ..w.+"',Y,e.:.. pop. ..• . .....•. . �.y"�' .-IFr,p M'i :Ilny„�.+...h.tA „^►' "'q"'rV Permit# Account Description Amount Amt. Pd. Gal. UU0 � " C1 t l -L*2 00,-If" Bldg. Permit (sm D) Plumb. Permit (PLUMB) Mech. Permit (MECH) State Tax (TAX) C9r i Plumb: I Mech: / US7 Plan Check (PLANCK) G VG �` G���—✓ Plumb: Mech: Sewer Connection ISWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PK-gDC:) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF-1) Institutional TIF (TIF-IS) Office TIF (TIF-0) Water Quality (WQUAL) Water Quantity (WQUANT) 9900 Fire Life Safety (FL-1) Erosion Cntrl Permit (ERPRMT) U Erosion Planck/USA (ERPLAN) ....1.Z.. ��' Erosion Planck/COT (EROSN) �� TOTALS: i yN 1• ^F �P. w ( Page No. 1 CASH HISTORY MR CASE NO.: SIT95-0000 INN VE2111IRE9 INC. 15686 SN SEQUOIA PKWY p. 05/16/90 ' Action Description Req/ Schd/ End/ Action Notes Disp ry Update Upd Code Sent Dane Done Date By SITA010 Plan check by / / / / OS/25/95 APPR DO 05/31/95 JHF 7ITA070 (F) Ready to issue / / / / 06/01/95 JSD 06/01/9° JD SITA080 (F) Issae permit / / / / 06/01/95 JOD 06/01/95 JD SITH720 Grading Inep / / / / 02/27/96 PASO TLP 02/29/96 TLP SIT9740 Otrm Drain Insp / / / / 06/11/93 PASO TLP 06/13/95 TLP SITB750 San Sewer Inep / / / / 06/12/95 PASS TLP 06/13/95 TLP 9ITB750 San Sewer Insp / / / / 06/13/95 PASS TLP 06/13/95 TLP SITB735 Sprinkler supply lines / / / / 07/06/95 PASO TLP 07/06/95 TLP SIT0757 DoeestiC Hater line inspsCt. / / / / 07/05/95 PASS TLP uv/06/95 TLP OITS775 Engineered grading final reprt 07/06/95 / / 03/06/96 PASS DS 03/09/96 DS SM799 Final Inspection / / / 02/27/96 PASS TLP 02/29/96 TLP OITB900 Case Finaled / / / / 03/04/96 PASS TLP 03/04/95 TLP is t -4. e.141--, , y -, ,p... r..,ri„••....�.,,�..;.pry y. �,.r�.. .. ....� r .•„w +r �.kyr rer. ,�. .,..�, N„rt ,may,.wu,,,�.. 1,. t CITY OF TIOARD � OREGON May 31, 1995 I Peninsula Plumbing PO Box 16307 Pottland OR 97216 RE: Courtyard by Marriott ABS piping to cast iron at risers Plancheck R7.-27C/3-2EC Attention: Mark Having discussed your request with Mike Sheehan, Plumbing inspector, it is our opinion that plastic may be used in the four story hotel and conversion to cast iron for, the vertical waste lines is permitted. Sincerely, James Funk Plans Examiner i � p i f i i A b 11:\10g1ntbup9S_70 •S\plurbing.Joe V 13125 SW Full Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 654-2772 ---- 5 " . NM— �° ' 'r.,,..._...i.u+a.iwi.n�eNarr+�'',�.n�,�'"'17V"•��"�Cb���'�t'+�.4''I' ��!�'�''��'�"+�!'P"'.t�" ., Y ... .:�K.Mw.+ai. Peninsula Plumbing P.O. Box 16307 Portland, Or. 97216 May 30, 1995 RE; Courtyard by Marriott ABS piping to cast iron at risers PR 2-27C & PR 3-28C ATT. Mark: Having discussed your request with Mike Sheeon, plumbing inspector, it is our opinion plastic may be used in the four story hotel and, conversion to cast iron for the vertical waste lines is permitted. sY4:: Sincerely, "'Ma M. IF 'T f'r#,,.,, ».'"r.""0.'FY -'M*IR• 'C+ "''-'.. ,� �"' '^f+i ,-M^I�, .'M^Y",A""' .•��?+ i".. c . 1 May 25, 1995 NFCFIVED Mr. David Scott, P.E. MAY Z r. 1995 City of Tigard,Oregon 13125 SW Hall Boulevard pa&I lust I M lt, I I PDA Tigard,Oregon 97223 RE: PLAN-CHECK #2-27c REVIEW RESPONSE ITEMS ! � Courtyard by Marriott Dear Mr. Scott; I Pursuant to our phonw call of May 24, 1995, the following is a list of responses to your questions regarding previously submiaed plan review comments. SITE RELATED ITEMS 3. ROCKERY DESIGN An engineered rockery design is attached. l5. All necessary forms will be prepared and submitted by Mr. Leon Harvickston, `.'..'., 9 PacTrusl or his designated agent. GREG L. AHAVINI., A]A ARCHITIV I The soils report addresses compaction and subgrade preparation and is a permanent part " 4 of the contract documents. Pursuant to a telephone conversation with Mr. Jim Funk, the Ir necessary information from the soi!s report will be included within or subsequently attached to the civil engineering plans submitted to the city with this cover letter. ARCHITECTURAL,/ENGINEERING/ITEMS 1 The remaining issues will be addressed under separate cover next week. Please feel free to call or fax me directly if you have any questions or comments regarding site related items 3., 5.,or 7. Sincerely, GREG L. ALLWINE , A.I.A., ARCHITECT ARCHITECTURE Robert H. Kleven, A.I.A.. Vice President AND PLANNING 130 ANDOVER PARK CC.: Roger Collins, Leon Hartvickson EAST • SUITE 301 421 PER06 SEATTLE, WA 98188 TEL (206) 4.51-1960 FAX (206) 431-7960 Y ,Y , I April 26, 1995 Mr. David Scott, P.E. City of Tigard,Oregon 13125 SW Hall Boulevard Tigard,Oregon 97223 RE: PIAN-CHECK#2-27c VARIOUS ARCHITECTURAL ITEMS t e Courtyard by Marriott Dear Mr. Scott; The following a response onse to certain numbered "architectural" items addressed in your P letter of March 30, 1995. As stated in the attached cover letter, other numbered items have been addressed by specific disciplines and are included under separate cover. ARCHITECTURAL ITEMS i J1. Van accessible spaces have been provided. See attached plan A1, north side of building. GREG L. ALLWINE, Al ARCHITECT 2. Accessible stalls are IT long. See attached plan A I. j D rockery design: see civil engineering plans. J4. See civil engineering responses for cut and fill volumes. 5. attached forms: 6. Note has been added to architectural plans and to structural plans. Also, see structural j review comments and structural plans. ? See civil engineering plans for grading and related notes. SO p M� t 8. An accessible pedestrian approach shall be provided. 9. Geotechnical recommendations affecting structural work are incorporated by note on the structural plans. R.Z.A. Agra has been contracted to provide all soil testing and j site monitoring required during construction. Recommendations and further A R C H I T E C T U R E refinements of recommendations relating to all site work (civil included) shall be AND PLANNING subject to R.Z.A.'s review and -pproval. 130 ANDOVER PARK EAST • SUITE 10. Pool and spa plans to be submitted under separate cover. 301 SEATTLE, WA 98189 TEL (206) 431- 1 1. See civil engineering responses for site specifications. 7960 FAX (206) 431- 7960 12. See attached Oregon Energy Compliance forms prepared by Daryl Inness of f Protemp. I meq` �E ';ql'^r N-k 'Y�',w. 'y..^^w+.,.�'T°p`...r'�,.�, H^AF.. "w. >. ...►-..»�.. a._ ,•p.4. .I..� „rs- s I II� WPM 2 } � Z f 13. See plan details: 4 A 14, M4 / A15 for perimeter insulation details. Phis detail was J / recommended for use by the Oregon Energy Conservation office and has been approved for use in other locations within the state. v 14. Water fountain will comply with accessibility requirement See attached letter. J15. Notes added to CSI regarding assembly occupancies. The two hour wall extends through the roof assembly to the roof decL (see roof plan and wall section 2, DWG. A14). The entire building is one hour construction, therefore any significant projecting elements are typically of one holt,- construction along with all wall and floor construction within the overhang dista!lce 1 There are no window, door or other openings in the building envelope within the overhang distance of the two hour se,laration wall Note that the exterior de--Ks adjacent to the two hour wall have the two hour side wall extending to the edge of the roof overhang above. The roof' projection therefore is considered to be only that portion of the overhang beyond the rated exterior wall at the outer aspect of the roofed deck enclosure. I' It is .Iso important to note that necause of the proximity of the water heater gas flue and the dryer exhaust vent outlet to the two hour separation wall, we have continued the two hour separation between the shafts for the full height of the building. (see plans A3, A4) The top of these adjoining but `two hour separated' shafts extends above the roof line with the appearance of a chimney, topped with a wind screen. (see drawing A6 west elevation, grid 7) Since it is not possible to protect or close off either of these openings with a rated enclosure or damper, � we propose to mitigate any potential breech in the fire separation between buildings with the vertical separation between the top of the `chimney' and the adjoining roof area. It should also be mentioned that the surrounding roofing material is of a non-combustible material. �17. Nc propose to implement the exceptions considering the fact that the buildi,ig has an automatic sprinkler system. �t 18. Electrical drawings Et;and E7 indicate smoke detector locations.(see attached drawings) 19 Electrical drawings E6, E7 and E8 indicate alarm and strobe locations. (see attached drawings) \/20. Attic access information has been added to the drawings. (see attached drawing A4) 1 .Shgk Q 1See attached letter from Jarmer Electric regarding provisions for hearing impaired occupants. 22First floor door 21 is in compliance, door 22 has been reduced in width to 42" in order to comply. 0-3; As we discussed over the phone, the issue of whether to provide areas of rescue assistance or an emergency evacuation plan approved by your department has not been fully resolved and is subject to further investigation as to what is required for an `approvable' plan. 130 ANDOVER PARK EAST SUITE 301,SEATTLE,WA 981$8 TEL\FAX 206-431-7960 `F i r i M 24. Pool and spa equipment BTU's are not yet known therefore a note has been added to the drawing to indicate need for one hour door and closer if 40,000 BTU limit is excecded. v 25. See attached cut sheet for hydraulic fill. - V 26. See revised unit plans A I I and accessible fixture notes A 12. CS2 reference to 3109(2) has been deleted. t • There are no unit kitchens. The accessible suite plan technically has a `wet bar' per 3108(d)3. Ample room for a 60" clear turning circle and reach range requirements have been met. The employee kitchen base cabinets allow for correct side approach cabinet reach ranges for over 50% of the cabinets. Thr uppermost shelf in the wall cabinets partially exceeds the. 50% rule and could be eliminated fir perfect compliance, however we have elected to leave it in f'or the I' convenience of non-disabled staff. 29. Wall section notes have been added to clarify the two hour condition. Detailing of the one hour floor intersections with two hour walls is established in the sections and details. x/ 30. Re-lights have been redesigned for compliance with this rule. Notes have been added to the plan regarding corridor glazing and frame ratings. 3 Doors numbered 32 are always between units and are always paired, that is, each opening has two doors closing againFt each other. When the rooms are used independently, both doors are jlocked from their respective side. When the rooms are combined for use as a suite, the doors " /�/t?►//� must be able to remain open, for instance when parents wish to monitor small children. Given x',1 + 4y the unique usage of these doors, and given the fact that when closed for occupant separation, they are by necessity locked, we ie-luest relief from the requirement for a closer. As for the fire rating, we propose to use two 45 minute solid core doors in a steel frame. Note that when doom are in the open position, the rooms function as a suite with no need for separation and z have two egress doors. - i �3. See drawing A9 for plan revisions and notes relating to doors 4, 5, 6, 18, and 23. Door ' number 5 will not be able to be locked. 4 V34. Elevator doors in question are specially designed with push plates to meet code requirements for emergency egress. S 5 See attached March 30, 1995 .farmer letter regarding exit signs. L- See attached March 30, 1995 Jarmer letter regarding exit signs. f 7. Gables shall he framed with gable end Musses with studs at minimum 24" o.c. and clad inside with type X GWB to create a continuation of the exterior rated wall assembly. See new note added to roof'plan and section BB drawing A8. i I CP I, piping is intended for use in fire protection piping. See attached letter from Patriot Fire rotection. I f See attached letter from Tri-State Plumbing. I J � 130 ANV DOER PARK EAST SUITE 301 SEATTLE� -------——-- _ . . ---_ -------'-----'___—+WA 98188_TEL\I'AX_206-431-7960 o 1, #1 '" «a�;. 'b'n*r ..M"r'M�" "'r"�'7p(r. "M"'�4'�^-"a:A ,,,pw'►+ ..r�.,.,,,•,w:�....�, ,}..Y. r r r,r.'•"h. a , _ :. :.. +v( `?.'r'F49iiS!G�4QC#f if►Mw..... r,.,,a..nwxvruax;bw�wn..veimre.w..n� 1 I 4 -- 411, Tempered glazing will be used pursuant to UBC section 5406(d)6. oil'' 41 " See attached April 6. 1995 letter from Design Consul.ants regarding mechanical issues. 2.r � See attached April 18, 1995 letter regarding cormient #42. Also, note plan revisions on 4, I drawings A3 and A9. L^-At r 1 )- e-e Y A 6 �, 7Y ,r Is�f lelr'.e I i 43. One hour occupancy walls show on drawing A9. Doors 21 and 22 (revised) complete the separat,on between occupancies at the corridor. Per our phove conversation, doors to guest laundry and employee lounge were upgraded to 60 mineies in older to further segregate those t indiviaual B2 rooms from R I guest wings. HANICAL ITEMS See attached drawings. Note will be Jded to mechanical drawing. 3 See Design Consultants' letter from April 6, 1995. 0 /A. See Tri-State letter from April 5, 1995, V Structural roof*platform is designed for the combined anticipated weights of the mechanical equipment. See mechanical information for individual bracing• hold downs or straps where required. < Walk in cooler specifications are attached. J7. See attached fire extinguishing plan. See detail A17 9H for one hour rated hood horizontal shaft enclosure. See mechanical drawings for location of shaft within the kitchen. 9, Corridors are not used for return air plenums. STRUC'TITRAL ITEMS ) See attached letter and drawings from the structural engineer of record. Please feel free to call or fax me directly if you have any questions or comments regarding these issues. Sincerely, G GREG L. ALLWINE, AIA, ARCH1'fT'(1, l � A Rubelt_1L.1Ueven,.A_LA. -Vic Tresideat__ 421p_ER44.130 ANDOVER 'ARK EAST SUITE 301,SEATTLE.,WA 98188 TELEFAX 206-431-7960 ' "Y"' •:! ".,,,.0 i .. y..-p.-_-.,} 0.. ,Ya- v.�n- ._ ... . .., •'Mr •.r ..At qr. ,.,p,�.y�+y..,n�•..ah'..�il+q•'v! 1+ R .. '1 ,.1 M y� April 26, 1995 Mr. David Scott,P.E. City of Tigard,Oregon 13125 SW Hall Boulevard . Tigard,Oregon 97223 RE: PLAN-CHECK tt2-27c ITF,M 42- L01311Y CORRIDOR Courtyard by Marriott Dear Mr. Scott; Regarding comment X42 in ,your plan review there appears to be a need for a rated corridor intended to t Bene as the second exit from the guest wings(into the lobby)that would effectively cut the restaurant off from the rest of the ground floor. Given the importance ot•hoth functional and visual linkages between the restaurant, courtyard and main lobby, we are herewith seeking to maintain a permanent opening through mitigation. I In accordance with our conversation of April 3, 1995, the problems to overcome include: a.)the potential for `bottle-necking' during an exit emergency and, b.) the need for a level of fire protection betiveen the exit corridor and the restaurant(assembly)space. The following plan chwnges are offered: I. Reduce the opening between spaces in question to twelve feet. By enclosing the planter along the corridor side with a wall, people would not be required to walk along the assembly space but could turn and walk toward the exit at the open area. The actual open passageway between a planter wall and a column at the entry to the restaurant is 48". GREG L. ALLWII\'F., AIA ARCHITECT 2, Protect the twelve foot open space by dropping a minimum 18" Soffit along the corridor line for smoke and heat separation at the ceiling level and providing two quick response sprinkler heads above the opening connected to a flow detection device in accordance with fire department l 1 standards. You will see on the plan that the 18" ceiling drop is alrady provided by a low ceiling in the corridor relative to the restaurant ceiling and the lobby ceiling. S / 311, Ink rease the opening width of exits within the restaurant. The revised plan has a double door configuration that would allow for about six feet of opening width to outside plus the 4 foot passage on the lobby side. I Icing the UBC exit calculation, for the +95 occupants within the space at 0.2" per person we are well above the minimum requirement for two, three foot wide 11 exit doors. 4. Given that the only true exiting conflict that occurs is between guests on the first floor passing through the lobby area, and restaurant space, we offer the observation that egress is also facilitated by the close proximity of the windows to the ground and the fact that there are relatively few rooms(occupants)on the ground floor level. 5. The last point to be made is that all cooking operations involving open gas flame are conducted within the kitchen and outside of the restaurant seating area. Appliances along the wall within the restaurant include only drink refrigeration units,coffee warners,and the like. I ARCHITECTURE AND PLANNING Please fee,free to call or fax me directly if you have any questions or comments regarding this issue. 130 ANDOVER PARK EAST • SUITE Sincerely, 301 SEATTLE, WA GREG L. ALLWINE,AIA. ARCHITECT 98188 TEL (206) 431- ` 7960 FAX (206) 431- 7960 Robert If. Kleven, A I.A., Vice President 421PER03 r W 1 n A P I"2 — 1 1 -- 15 -f t.J C 1 4 1T.. P . 02 SECTION "r - SYF,i t:M DESIGN UL EX. 3470 111-11-94 Page 4-24 I NOZZLE PLACEMENT REQUIREMENTS (Continued) Nozzle Application Chart The following chart has been developed to assist In calculating the quantity and type of nozzle required to protect each duct, plenum, or appliance. Nozzle Tip Maximum Hazard Nozzle Nozzle Nozzlr, Stamping - Huard Dimensions Ouantity Heights Part No. Flow No, _ ! Duct or rransitior Length - Unlim!ted 1 - 5692714155tf7 1WriWS E (Single No:sle) Perimeter - 27 In. (67 cm) Diameter _ 8,5 in. (22 cm) Duct or Transition Length - Unlimited 1 - .16916/78078' 2W/2WH (Single Nozzle) Perlmetb - 75 In. (190.5 cm) Diameter - 24 In. (61 cm) Duct or Transition Length -- Unlimited 2 - 56928/78078' 2W/2WH' (Dual Nozzle) Perimeter - 150 in, (381 cm) vametar - 48 in. (122 cm) Electrostut!c Precipitator Individual Cell 1 - $6929 1/2N (At Base of Duct) Plenum Length - 8 h. (2.4 m) 1 - 56930/415566/41733?, 1 N/1 NS/1 NSS (Horizontal Protection) Filter Height - 20 in. (61 cm) - Plenum Length - aft. (1.2 m) 1 56927/4155871417333 /W/1WS/1WSS i (Vertical Protection) Width - 4 ft. (1.2 m) Fryer/Split Vat Fryer Longest Side (without drip board) 15 In. (38 cm) 1 Area - 210 sq. In. (1355 sq, cm) High Proximity 1 27 - 47 in. 418117 230 Low Proximity 1 20 - 27 In. 418118 245 Longest Side (with drip board) 21 in. (53 cm) Ares - 294 sq, In. (1897 sq. cm) " (Fry Pot must not exceed Gi 15in. `c14in. (38 cm x 36 cm)) High Proximity 1 27 - 47 in. 418117 230 Low Proximity 1 20 - 27 in. 418118 245 Range Longest Side (High Proximity) 1 40 - 50 in. 418118 245 , 28 in. (71 cm) (102 - 127 cm) Area - 672 sq. In. x (4335 Sq. cm) Longest Side 1 30 - 40 in. 418119 260 (Medium Proximity) (76 - 102 cm) 28 in. (71 em) Area - 672 sq, In. ` (4335 sq, cm) t Longest Side (Low Proxlmlty) 2 15 - 20 In. 418120 290 �P+ 36 in. (91 cm) (38 - 51 cm Ibr Area •- 1008 sq. in. (6503 sq. cm) VN 2VM rvirs en 1.0 0e11m,0 now,dUdt Nd cWtim peveanon onry. �r .'I r 1 Y AP R — 1 1. SECTION IV - SYSTEM DESIGN UL EX. 3470 11-1-94 Page 4-25 F i NOZZLE PLACEMENT REQUIREMENTS (Continued) Nozzle Ar,.iication Chart (Continued) Nozzle Tip Maximum Hazard Nozzle Nozzle Nozzle Stamping - Hazard Dimensions Quantity Heights Part No. Flow No. i Griddle Longest Side (High Proximity) 1 30 - 50 In, 418119 280 ■ 48 in. (122 cm) (76 - 127 cm) Area - 1440 sq, in. (perimeter (9290 sq, cm) located) Longest Side (High Proximity) 1 30 - zn in, 418120 2^0 30 in. (76 nm) (76 - 127 ,m) Area - 720 sq. 1n, (center located) i (1829 sq. cm) Longest Side 1 20 - 30 In, 418120 240 (Medium Proximity) (51 - 78 cm) 48 in. (122 cm) (perimeter Area - 1440 sq, In, Iocatud) (9190 sq, cm) Longest Slde (Low Proximity) 1 10 - 20 In. 416121 2120 48 in, (122 cm) (25 - 51 cm) Area 1440 sq, in, (perimeter (9290 sq. cm) located) 1I r Chain 9 oiler• Longest 510e - 34 In. (88 cm) 2 10 - 26 in, 589271.1155671417333 1Wl1WS/tWSS (Overhead Protection) Area - 1068 sq. in. (25 - 66 cm) (7019 sq. cm) Chain Broiler Length - 43 In. (109 am) 2 1 - 3 In, 569301415566/417332 1N/1NS/1NSS (Horizontal Protection) Width - 31 In, (79 cm) (3 - 9 cm) Gas•Radlant Ch••^- _ongest Side - 24 In. (81 cm) 1 18 - 40 In. 818118 249 � -Y� Area - 628 sq. in. (46 - 102 cm) ff�� (3406 2q. cm) E!3cirlc C'•9r•Br011er Longest Side - 34 in. (86 cm) 1 20 - 50 Ir, 56930/4155661417332 1N/1NS/1NS8 Area -• 680 sq. In, (51 - 127 cm) (4388 sq, cm) Lave-Rock Broiler Longest Side - 24 In. (81 cm) 1 18 - 35 in, 56930/415586/417332 1 N/1 NS/1 NSS Area - 312 sq. in. (46 - 89 cm) (2013 sq. cm) Natural Charcoal Broiler Longest SIC@ - 24 In,(61 cm) 1 18 - 40 in. 66830/415566/417332 1N/1NS/1NS3 Area - 288 sq. in, (46 - 102 :m) (1858 sq. cm) Lava-Rock or Natural Longest Slde - 30 In. (78 cm) 1 14 - 40 in, 78782 3N Charcoal Char-Broiler Area - 720 sq, in, (35 - 102 cm) (4645 sq. cm) Mesquite Cher-Broiler Longest Side - 30 In. (78 cm) 1 14 40 in. 78782 3N Area - 720 sq. in. (3e - 102 cm) { (4645 sq. cm) Upright Broiler Length - 32.5 In. (82.5 cm) 2 - 56929 1/2N Width - 30 in. (78 cm) Salamer or Length - 32.5 In, (82.5 cm) 2 58929 1l2N Broiler Width - 30 in, (76 cm) T Wok 14 in. - 30 in, (36 - 76 cm) 1 35 - AS in. 411+119 2601 Diameter (89 114 cm) I 3,75 - e.0 in. (9.5 - 20 cm) Deep 14 In. - 18 In. (36 - 46 cm) 1 35 - 40 In. 569301415558/417332 1N/1NS/1NSS I Diamuter (89 - 102 cm) 3 16 - 5,0 in. (9.5 - 13 cm) Deep l •Mkllmum uhun book 9xhouel wr,irng - 12%n .12,A.111 em.21 Co"),and MI 1463 Inert 10%of frrq'n R1 Orodo,virs. ....rte milt r� o• -� -+ Cil j U ~` I CIN N \ Nt- 1 0 01 ,Gl � � •rl�i�l� a f Q0 d r t = f t aniL c6 - t t - 'HA%F .y, MR" �� r wana,}�. �. � �. ia•� *,.h•r.»..�..,n�-v '4a- .�..�,�. r,.. •..yr. �.• .. ,fr �, •.'1'y�gF vny. �.�,.,yY,• .u,� ♦Apy��e.,w..,A,. �.. l 6 a RfK i 1 KJ - fq 1 0 - r ..rte'" y. .. .,,.., ,�,.-�......nya'ii•w.�"'•'Y�"'�,y„�, vi. -.r,. .•n r 7 n�.,y ,w vi r ,.�,,,.,,�...... ...•qM,r.„e r �11 1•' .i es CAR_Y KOPCIYNSKI Anoe Ad Ma�M D Aden P A A A is 0 Y f A N Y Kevin I Wiluei,P f April 10, 1995 David Scott, P.E. / Building Official City of Tigard G 13125 SW Hall Blvd. Tigard, OR 97223 RE: Plan Check #2-27C Courtyard by Marriott; E i Tigard, OR I Dear David: t The following is an item-by-item response to the plan check correction letter generated by your office dated March 30, 1995. These response; are for the structural concerns as enumerated on your page 5 and 6 of the above mentioned d xument. 1 ITEM RESPONSE 1) Please substitute attached stamped ana signed structural calculation cover sheet for the l existing cover sheet. At the time of structural design die intent of the project was to provide a bidder- designed mechanical system. Consequently, exact mechanical equipment loads were not available. Based upon preliminary numbers received from a mechanical contractor, we have noted on the structural roof framing plan that a capacity of 100 lbs. per square foot needs to be utilized in the iesign of the trusses. This value should prove cdequate for the type of mechanical equipment necessary for this project. 1 A note has been added to Detail 1 on Sheet A15 requiring the installation of 22 gage ties every 2 square feet to meet the requirements of Chapter 30 as requested. (� The general note for shop drawings has been modified to include both wood trusses and shop•,fabricated wood joists for submittal to the engineer of record for review. \,/6) See new calculation sheet B3 for continuous footings. V 7) See new calculation sheets D7 ,and D8 for tube steel columns. ;Noun;E114innn Pacific First Plaza 155 108th Ave I E,1220 Bellevue,Washlr pton 98004•(206)455.2144•Fax(206)455-2n91 !w 1 t, ' 1 David Scott, City of Portland Courtyard by Marriott April 10, 1995 Page 2 I, I J 8) Camber has been added to the glul9m beams on the grids 13 and 14. Loading conditions on all other glulams are such that the dead load deflection is not substantial enough to warrant cambering. I 9) Per the previous telephone conversation with yourself, for liability reasons, we as the structural engineer would rather not represent geoteclinical information on our drawings. References are made in the general notes on sheet SOI under the heading of "Geotechnical" which direct the contractor to review the soils report for all geotechnical related construction requirements and recommendations. 101 See revised calculation sheet E2 attached. See new details at 6 and 11 on sheet S302 for shear transfer requirements through roof truss space. 12) The column tie size and spacing on this detail is called out on the left side of the elevation. 13) Tlie expansion bolts shown on Detail 10 on Sheet 5201 has been referenced as a Hilti r Kwik Bolt. 4) The note ot, detail 12/S201 has been modified as required. 15) This is correct and the wall stud schedule 15 on sheet S302 has been revised. J16) Please see attrched calculations for horizontal diaphragms. \j 17) Please see attached calculations for holddown loads at wall plates. \.I 18) P see attached calculationsfordevelopment of uplift forces at continuous footings. 19) Based lipon the very low span to depth ratios of the plywood diaphragms, we feel that for the horizontal beam analogy, the system is igid enough that we can cantilever the diaphragm out to the exterior walls and safely assume that no "rotation" will occur in the system. , 1 1 1-. r } David Scott, City of Portland Courtyard by Marriott April 10, 1995 Page 3 t 20) Modifications have been made to the calculations and to the structural drawings to coordinate these 2 items. You are correct in assuming that we are wising calculation sheet F29 to eliminate some of the minor holdown forces at shearwalls that have intersecting walls. There is a.,.i existing typical detail 11 on Sheet S02 which specifies the nailing requirements of these wall intersections. Detail callouts on each of the plan sheets have been added to clarify this issue.. F I hope that these responses and modifications to the structural drawings resolve any of the outstanding issues pertaintug to issuance of building permit. Please feel free to contact me if you have any questions or concerns that i can assist you with. r' Sincerely, M Kevin Wilger, P.B. i Associate f Attachments CC: Bob Klev n,Johi,son Braund Design Group 1 KWjsm t I f .S f v- 'p- r nus trig ?343 3767 P.G DESIGN CULTAN�Slw. A[" d, 1995 33 N.W.FIRST AVENUE,SURF 2 "MAND,OREGON 772A (501)248 0227 FAX 20-W40 Daryl IMM Pmarp Asgo4;d" Im. W7 N.F— Couch Kx tlaad, OR V M2 Rx.- Mwriat-t Cowtyard - Tigad Phuxh L.k Tamar Dwyl: In m two l�ec� items hswd the C't of T 1 � �'in8 P by �Y �d t� �eev�rl itw�, (#41 �- arld#9 firom UMC mvicw� float C81 wt tx fid*tb� Urxiil =h%xAIratl so1u4(= to items #16, 4 (AI tl42 rid #43tjwm been wtM[eted. 7beSML6cm may rryuire the adcitbaVrci&adM of fns dwWni, ft;twft mi en air srdks. Pit= tet = lam hcrw thele its will be rcsDhvcd end wee Will MSP" as qdckf as prwiblc If you ncod from ow aspen, let me koavw. PlMa call me if you 1mve any clunkic,us, 1 Sil�cxr�:ly, �--qtam Degign Ccm dws, br— mel P. Kimie, PY— Vim President v TCTP: P-01 TUTAL P.02 1 - ,Mryrv�.,. +�MRMvfM1Y� .71Mdt � FV...... J .+.�7MNPW'N7GH' i?11{ M+ww.'1GM'rN 1 w w.�. ftifK ►u-3�o Ilui, 8� .» ilon�i�o� ran ivu, ."�"J.�!�ti523iG C MACKENZIE ENGINEERING INCORPORATED CIVIL • STRUCTURAL • SURVEYING • I RANVORTATtON 1890 SW B0:CROFT 3TREET • PO BOX.63039 POR'LANO.OREGON 9120'•:039 • :501)224.9560 • FAX(503)2260285 April 6, 1995 �' A i Greg All%vuie Architect Attention: Mel Easter 130 Andover Park East,Suite 301 Seattle,WA 98118 Project: Courn,ard by Marriott(Tigard)-City of Tigard Plan Check#2-27C 4' 15686 SW Sequoia Parkway Project Number 194434 Re: Letter of Response to City of Tigard's Review Comments Dear Mel: The review comments for the plans for Courtyard by Marriott(Tigard)have been addressed as follows: #4. The volume of cut and fill in cubic yards has hcen calculated by a contractor on the project team and amount to 12,000 CY cut and 0 CY fill. ��o 07. All general grading notes are showm on th4 grading plan, Sheet SD3. Compaction and subgrade preparation notes are shown on sheets SD3 and 04. #11. Site work specifications are shown on sheets SD3,SD4,and SDS. Sincerely, r. Karl Koroch,P.E. MSH:KK/ks " F:\WPDATAV' -01101J7 P06Lt.KS 'e r.. r ':C '►'tl."d' p I" `" 4. r. ,. ar ,�..�.. ..�'.. rm e.,w.v' - w �..d v WWW' r i J �dr� �a►hr7la March 30, 1995 CITY OF TIGA� a Greg Allwine Architect OREGON 130 Andover Park East, Suite 301 Seattle, WA 98118 Project: Courtyard by Marriott - plan check M2-27c 15686 SW Sequoia Parkway Subject: Euilding Plan Review (1991 UBC with Oregon Amendments) Dear Mr. Allwine: The plans for this project were reviewed for conformity with applicable codes. Please submit the following items for completion of the plan review process at your earliest convenience: 1. Van accessible parking spaces shall havN an adjacent access aisle on the passenger side of the vehicle (Section 3104)g)281 . See the accessible parking of the north side of the building on sheet SDI. 4-1 2. The minimum accessible parking stall length to be 17 feet. See detail 4/A2. U3Submitdetails and calcs for the rockery retaining walls and show adequate 10 drainage. 17)-/ j4. What is the volume of cut and volume of fill in cubic yards? r 5. Please complete the attached forms and return to the Building Division. 6. Provide a rote on the plans similar to: Special Inspections will be provided pursuant_ to Sections 306, 7014 and 7015 of the currant UBC. S1 Please provide general grading notes, especially for compaction and sub- grade preparation. All materials shall be compacted to a minimum of 90% �1V density using the ASTM standards in Section 7002, or per soils report. 8. An accessible route shall be provided connecting the building to accessible pedestrian walkways and the public way (Section 3106(b)2) . �9. Plans do not inccrporate all recommendations from the geotechnical report. 40. Submit complet;- pool and spa plans for review. Submit two copies of the site work specifications. i 2�2. Submit Oregon Energy Compliance forms for review (Section 5301(c) ) . Please specify the R-values on the plans for all areas. i 13 . The perimeter insulation shall extend downward from the top of the slab for a minimum distance of 24 inches or downward to the bottom of the slab, then hoi izontally beneath the slab for a minimum total distance of 24 inches (Section 5303 (d)4) . The possibility to eliminate the perimeter insulation is an option, if the energy compliance forms car justify compliance with Chapter 53 for the entire building. 14. One water fountain shall be accessible complying with Section 3109(L) , and at least one fountain shall be mounted at a standard height (Section 3108(d) first floor only. 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 --- I (r i , i Greg Alluire Architect Page 2 March 30, 1995 5. Dining 021 and conference 026 to be referenced on sheet CS1 under : statistics as A-3 occupancies. 6. The two-hour area separation wall to extend through concealed spaces to �J the miter edges of projecting elements. The projecting elements shall not t T be less than one-hour fire-resistive construction for a distance not less e'rJ than the depth of the projecting elements on both sides of the area separation wall. Openings within such widths shall be protected by fire aEsemblies having a fire-protection rating of not less than three-fourths hour (Section 505(f)3 exception) . 47. Draft stops shall be installed in the attics, mansards, overhangs, false fronts set out from walls and similar concealed spaces of buildings containing more than one dwelling unit and in hotels. Such draft_ stops o shall be above and in line with the walls separating individual dwellina units and guest rooms from each other and from other uses. (Section 2516(f.)4B(ii) ) or the exception in 2516(f)4B(iii) may be used. ^ ' -L 18. Smoke detectors shall be installed in each sleeping room and at a point (` centrally located in the corridor (Section 1210(a)4) . 9 Submit fire alarm and strobe/visual alarm plans for review. 20. The attic access doors to be one-hour fire-rated, self-closirg and ff latching with smoke gaskets. 21 Sleeping rooms oi- suites for person with hearing impairments shall be f provided in accordance with Table 31 (5 rooms) . Requ_red sleeping rooms .for persons with hearing impairments shall have visual alarms complying ith Section 3109(n) . Such rooms shall have installed telephones omplying with Section 3109(m)3, and an electrical outlet installed within 8 inches of the telephone connection.. Such rooms shall have devices separate from the visual alarm system which provide visual notification of incoming telephone calls and doorbell activation (Section 3106(a)8D) . 22. Public-use and common use areas of all hotels shall be accessible (Section 3106(a)8D) . On the first floor, provide an 18 inch strike edge wall on i \ the pull side at doors ll and 22. 23. Provide a uniform ire- and life-safety emergency plan which specifically © addresses the evacuation of persons with disabilities and is approved by 9,�the building official and fire chief (Section 3107(a) exception B) or provide areas of rescue assistance pursuant to one of the items (A-F) inC Section 3107(b)l. 24. Mechanical room 043 and Poo]. Spa Equipment 044 doors to be one-hour self- closing i- mechanical equipment exceeds 400, 000 Btu's ;Section 608) . 25. The swimming pool shall be accessible by transfer tier, hydraulic chair, ' ramp or other means (Section 3108(d)4) . Submit manufacturer's specifications for the proposed hoist system per sheet A2. J'26. An unobstructed floor space shall be provided within accessible bathrooms, toilet rooms, bathing facilities and shower rooms of sufficient size to inscribe a circle with a diameter not less than 60 inches. Doors in any position may encroach into this space by not more than 12 inches. The clear floor spaces at fixtures, the accessible route and the unobstructed floor space may overlap (Section 3109(j)2) . i . t +w141 . I �rgyt� � •Fomxu'ria�l .lu.i�_e�,..x+wsi. -„:s-� 3..:.;... _;i.�...- u:.,�� r�s}� ( i r- �;, V. i Greg Alluire Architect Page 3 March 30, 1995 1 , The reference on sheet CS2 to (3109(2) ) does not apply to 'hotels per the definition of 'dwelling unit” in Section 405. Also, see Sections 3109(i)3 and 5 for additional requirements. +0 61" ,R!N I .i A IIS l /a"�'rr�` 7 An unobstructed floor space shall be provided within kitchens of y)� sufficient size to inscribe a circle with a diameter at loast 60 inches. Doors in any position may encroach into this space by not more than 12 inches. The clear floor spaces at fixtures, t�r acce9_s-n le route and the unobstructed floor space may overlap (Sectio�13109(k)1): ) 28. At least 50 percent of shelf space in cabinets, mfilgerators and freezers shall be within the reach ranges specified in Sect.4.on 3109(b)3 D or E (Section 3109(k)2) . ?.9. Interior wall's of. stair 1 and 2 adjacent to sleepiig rooms to i,; two-hour fire-rated (Section 3309(b) ) . Detail 2/A13 only shows corridor walls. i 30. The total area of all openings, other than doors, in any portion of an "'yyy interior corridor shall not exceed 25 percent of the area of the corridor wall of the room which it is separating from the corridor (Section 3305(h)2) . Seep ttiP interior re-lights at exercise room 019. C Q Openings other than doors in one-hour corridors to be protected with fixed t % glazing listed and labeled :or a fire-protection raring of at least 3/4 hour (Section 3305(h)2) . See the re-light next to door 16 (pool entrance Vrom corridor) . i 32. or 32 to be a one-hour fire-rated, self-closing assembly as the walls between units are required to be one-hour rated (Section 1202(b) ) . 33. The dining room 021 and conference room 026 are A-3 occupancies requiring panic hardware at doors 6, 18, and 23 . Also, panic hardware is required at the main entrance-doors 4 and 5 (Section 3317 (4) . Panic hardware may be omitted at door 4 provided there is a visible durable sign adjacent to the doorway stating, 'THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS. * 34. Additional doors to the elevator shall be readily operable from the car side without a key, tool, or special knowledge or effort (Section 3305(j) exception 3 and 5106 exception) . What is the hardware groi+p for this door? / 35 .When two or more exits are required from a room or area, exit signs shall kilo d be installed at the required exits from the room or area and where otherwise necessary to clearly indicate the direction or egress (Section 3314(x) ) . -- 36. When exit signs are required by Sectior 3314(x) , additional approved low-level exit signs which are internally or externally illuminated, or self-luminous, shall be provided in all interior exit corridors serving guest rooms of hotels in Group R, Division 1 Occupancies. i The bottom of the sign shall not he less than 6 inches or more than 8 � inches above the floor level. For exit- doors, the sign shall be on the door cr adiacent to the door with. � the closest edge of the sign within 4 inches of the door frame (Section. 3314(e) ) . i i I M1� i �i411�ICM�NMMeaawiarotaviauriwron,awwwA<,,. ...,..,,.w„r�w+�;+�r�.wan.+ Greg Alluire Architect ' Page 4 March 30, 1995 37. In fire-resistive exterior wall construction, the fire-resistive rating 1 shall be maintained for such walls passing through attic areas (Section 4304(c) ) . Plastic piping is not allowed above the suspended ceiling within the � fire-rated corridors. 9 - lastic plumbing is not permitted in occupancy separation walls or in area �eparation walls. In walls required to be of fire-resistive onstruction, plastic plumbing penetrations shall be through metallic sleeves extending IS inches beyond the foot_ of the wall (UPC Table M-1 S nTo Co- exception 1) . nip {'h 40. Tempered glazing is required in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position (Section 5406(d)6) . 41.) Fire dampers complying with the requirements of UBS: Standard No. 4307 \ shall be installed and be readily accessible for servicing in the following locations (Sect-ion 4306(i) ) : 1. Duct per titrations through protective elements of fire-rated corrid r walls. 2. Duct penetrations through occupancy separation walls. ) 3 . Duct penetrations of the ceiling of fire-resistive floor-ceiling or roc"--ceiling assemblies shall be protected in accordance with Section 4305(b) . �4's �42. Corridor on first floor cannot be unprotected from dining area. Also, lobby 'corridor' should not encompass supply and manager's office. 1f4� 1` 43 . One-hour occupancy separation walls between B2/R1 and A3/Ri shall extend across corridor. The following mechanical corrections are noted (1991 Uniform Mechanical ode with Oregon Amendments) : I Submit typical sectional drawings for the type 1 and 2 hoods and their exhaust systems and how they will be supported to the r - structure. Hoods less than 12 inches from the ceiling or wall shall be flashed soli.dly with materials of the thickness specified in Section 2003 (b) or materials conforming to one-hour fire-resisti.ve construction (Section 2003 (d) ) . f The exhaust and makeup air system in the kitchen shall be connected I J by an electrical interlocking switch (Section 2003 (i) ) . 4. Oas piping on the roof to have a 6 inch minimi!m clear space between the roof and the piping. Submit seismic bracing details for the mecha-,ical equipment on the roof which exceeds 500 pounds per unit. 6. Submit specifications for the walk-in cooler from the manufacturer. i v }ia_ra I` U�1wit a ^� i 1 a Greg Alluire Architect, Page 5 March 30, 1995 7 . Submit fire-extinguishing plans for the protection of the type 1 grease hood. C8.)< Submit details for a one-hour tire-rated shat-t which is recaired for the type 1 hood. Also, incl,.ide penetration L;3tails throtgh walls, ceilings and roof (cross-section) per the requirements of. Chapter 541 mro, 20. A typical one-hour fire-rated shaft consists of a 3-1/2 inch stud space with 3/8 inch type x gypsum board un each side. other alternatives 4xist for approved one-hour fire-rated shafts such as the Pabco syst.r, other systems in the gypsum association manual. UL listed systems, etc. 9. One-hour fire-rated corridors cannot be used as return air plenums - need their own return/supply systems. The following structural concerns are noted: 1. Stamp the structural calcs. Provide calor for the mechanical equipment on the roof or suspended in thea attic. l-1) % ,r <-If Specify and detail the attachment of the brick veneer to the structure per the requirements of Chapter 30. t4it 19. truss and I-joist Flans for review. Uncertified fill mentioned in Agra's letter is not mentioned in Geo Engineer's report. What special recommendations are there?Calculations for continuous footings?Calculations f r. TS's? Camber on glu-lams? Detail slab prep on plans per soils report. Corridor joists on plans not per calculations sheet E2. Provide shear transfer details at root (perpendicular, parallel, at 'l-hour walk and at "shear-trusses") . 2. Call ties at 11/9201. 04 ZP 13 . Specify product for exp. bolts at 10/5201. 14. 12/9JO1 calls drainage per civil. Civil does not show. 5. 15/5302 calls stud grade at 2nd floor, calculations sheet D1. call v 11 '1 construction grade? �16. Design for horizontal dia,.hragms? i" 17 . Calculations for large concentrated HD loads at wall. plates? 1 Calculations/details for devel.�pment of uplift force at footings for HD locations. /3 j)t,1 1 k a., /4,4,r ri0 hp tli,/1�c� 1"l Tf,ll Af.-.l ��- �a)� �� } ;w k r Greg Alluire Architect k Page 6 March 30, 1995 J19. Using rotation in E-W direction? Please clarify. ` 1 20. Appears that several shear walls/hold downs are not called per tables in calculations (please clarify or correcti : --4th (lines 3, 4, 7, 8, 9, 10, 12, 13, 14, 15, 16, 17 and corridors, especially at elevator) -3rd (lines 2, 3, 6, 7, 10, 14 and corridors especially at elevator) -2nd (lines, 2, 3, 4, 6, 7, 8, 1.0, 14, 18 and corridors, especially at elevators) -1st (lines 2, 3, 4, 5, 6, 7, 16, 18 and HD's at corridors, walks and HD's at elevator) Note: If you are using calculations sheet F29 to eliminate some HD's, please stipulate and detail the nailing on plans. Since ly, D id Scott, P.E. Building official CC: Roger 0. Collins, Inn Ventures, Inc. Leon Hartvickson, PacTrust DS:wh pmsy\docu ent\bup9s_oo.79\pc9]]7.doc 1¢ t I �i'�( ,' '. �Mil ��g4��y4`"�� x k�' a�. �'r ., +���`�"L N4M►VF��1 y,�l� r,�w�S�` y�y+ q �' ' , 'PW` YdMRi �h)i, w�,��vp,�w` �'fG �1hsi t��P`�i�'�����'1,+��s�,'v�� �, rt(�P7M�� k ';��w ���'( �+6�'M'g7f� h F,,fi�6� !"�J""y�� rni•, y . / � ��{�u, '�"'T w�ren.:ut�'1}g�,. .. s � ��' ° ",Yt a ., �`�n� :a�.'��. 'S,� ;� E �, a � ,,�I !.;' X. � �, i� �,' � , -� �� \ � b ��..i ��� �' i �; tt�F'• �. VA: � Ip�� � 6�� �y �; f L;h'. N'. ,� {1 `Y'J �, I • • • . �i - : � , a; •�] i FOOS March 15, 1995 CITY" OF TIGARD OREGON � Gerald Linnell Patriot Fire Protection 3012 NE Minnehaha, #A r Vancouver, WA 98663 i RE : Automatic Fire Sprinkler Installation Coutyard By Marriott, Corner SW Upper Boones Ferry Rd. 1 and SW Sequoia Pkwy. , 'Tigard, OR This plan review is based on the 1993 edition of the Oregon Structural Specialty Code, Uniform Building Code Standard 38-1 and the 1994 edition of N. F. P.A. Standard 24 . Occupancy Hazard: Ordinary Hazard Group 1 for the Kitchen and Laundry Room, Light Hazard for the remainder of the building.A Dry-Pipe system will be installed within the attic space of the building. Plans for the above referenced project have been reviewed by this office and are not approved as submitted. The following items will need to be revised on the drawings and resubmitted for review and approval prior to the issuance of the permit : 1 . Approved CPVC piping cannot be installed in the kitchen i� and the laundry room since the piping is only approved for light hazard occupancies . 1994 UL Fire Protection Equipment Directory. � . The F1/RES/2/F2 residential sprinkler heads require a min: ,tum flow to a single sprinkler of 17 gpm at a minimum pressure of 16 . 4 psi and for two or more sprinklers a flow of 15 gpm at a pressure of 12 . 8 psi . This was not indicated in the hydraulic calculations . Since some of the sprinkler heads in the dwelling units are located 9 ft . from walls, these minimums are required. Provide hydraulic calculations for the First floor laundry room at a density of . 16 gpm/1500 sq. ft . per Figure 2-2 . 1 . 1 (b) , UFC Standard 38-1 for a Ordinary Hazard Group 1 designation with a hose demand of 250 gpm. �i 4 . On the fourth floor provide hydraulic calculations for the corridor in accordance with Section 7-4 . 3 . 1, exception 1, UBC Standard 38-1 in order to verify that the demand in the corridors is not greater than the rooms . 13125 SSV Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 Wi... i. I 5 . Class I standpipe system is required to be installed within this building. Submit hydraulic calculations to this office to justify the design of the system. Class I systems shall receive from their source a supply sufficient to provide 500 GPM for a single standpipe and 250 GPM for each additional standpipe . The total supply need not exceed 2500 (',PM. The supply system shall be capable of maintaining a residual pressure of 1.00 psi at each topmost outlet with 500 GPM flowing from the most remote standpipe and 250 GPM flowing from each additional standpipe up to a maximu;l of 2500 GPM flowing. Section 38 . 203 , UBC Standard No. 38-2 . �5 . Outlet residual pressures in excess of 125 pounds per f` square inch shall be .reduced to not more than 125 pounds per square inch at the required flow by the .installation of a listed pressure-reducing device . These devices shall not be of the type which can be adjusted for pressures above 125 pounds per square inch. Section 38 . 211, UBC Standard No. 38-2 . Check with Tualatin Vallev Fire and Rescue regarding operating procedures on charging the standpipe system. If it is over 125 psi, then listed pressure reducing valves will be required. � . Provide manufacturer' s cut sheets on the double-detector check valve installed in the exterior vault to verify friction loss data on the hydraulic calculations . Since4_ y, Ali David Scott, P.E. Building Official r !i:\login\devid\marriott.apr .. M°iu!!�ifl'lt7�Y'IiNI"Ibif9YN9P;,vpylt+'1�.Nm,6xm+^N'M,rr,.yaRa'4r'.�•,•+ .w a...r,».,»,.•..«"...sti+ww.nw...,r• O i February 10, 1995 Mr. David Scott City of Tigard Building Deja. 13125 S.W. Hall Blvd. Tigard, Oregon 97223 Re: Commercial Permit Application Courtyard by Marriott Hotel/Tigard, Or. gon Dear Mr. Scott, We are prrviding herewith four (4) sets of plans and calculations along with a check for the plan check fee as required fcr a commercial permit application. GREG L. ALLWINE, AIA ARCHrITCr We understand that it is acceptable to your departni,nt that electrical, H.V.A.0 and fire protection drawings are submitted under a separate cover, 1 later in the month of February, 1995. Please let Lis know if we may be of assistance in processing the application. Sincerely, r� GREG L. ALLWINE, ARCHITECTS Lowell W. Alseth Attachments ARCHITECTURE. AND PLANNING 130 ANDOVER PARK EAST • SUITE 301 SEATTLE, WA 98188 TEL (206) 431-7960 pp FAX (206) 431-7960 N 4 . } u x rc n• fir, � . ..