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E V i '�� I FLGVI� R 1I.I T7J +r/L�t_l IN5ULATIOPI: R 1 K AND DESIGNS INCORPORATED HFk1 �.4 STAPLES r `./ AND IN,DF IS THEPROPERTYCINCORPORATED I WALL-6 41 L-$ " L " INTERIOR FINISi-� 5/8' VINYL COVERED O I / 9 I INC .ANO S NOT O 0E USED IN [I4 I G7 51 OF �TsZAP ( '- ' " _ 1 WHU1 OR IN?ART FOfR ANV Z x s K I RT IZ !A.1 GYPSUM BOARD I 3 g�4 s'- 11 '/2'' 4'-I% X -,K TU LL.�1C fZ 1 M I r I ----+ ..—_ ___ �t7 0 , F`EG E[7r I FJ DTH' ,USE OR PROJECT WITH G� SKIRT: SAW. AS SIDING �0�, (� to OU1 rVRITTENAUTNORIZATION (� C AI",I Q E-T a' j�1�- WALL (,'I�t_STRI IrTIr1nI A/c FL�GTIIF�1' - StT7< INsT �nFINISH: cvwtf'�ZE _ �`- -'---- 1 cr7NEKS 1 i� �_.. _ I I I � 1►.IgT•1►L1.ED INTER I CF? 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SPACC111 - - STYLE: METAL INSULA' T- r m w/ wood F�2ANEs _ �. I a RIM 3 .ArS T17 FI-(� JCYST � .A7t5; 7"� �Cv�, �✓lL�i,_7IJ PAi.j E'L_ '---. ' ;ll 2 "ST 7 u jxsT 2 ADWS . —r_ c>TCP T��P - - —- - - - 1 - _ 040 -_. i tr at - a.ocxJ►� 2 Saw I�JD !� . HARDWARE: 1`V2 PAIR BUTTS, LEVER LOCK SF_1, %�•c� �;,--> f / •� �.-. j l d. „ '- i '�Z' • CLCISER. WEAT�F STRIP AND THRESHOLD • - 1-►c,fm >� TRIM: S}-IAI� MOLDING � ----} �T'�C35 TC? P1�TES-i�]�O NAL 2 EA. BSO • 2 X < - NETT --- _. _ --- --TUMzw TO NLA T FS-- W NAI. 3 EA. FM • 2 x 6 - -` YR r M HEADER: 4 X 6 CF "l �F LAT T ,{ 2 FAI?r ATO _`._. �__ _.. _.+._ � �� ►, L I- 3 w l 1L � ,Z, ��N �'4, - - — - 91 >3 W49 STll7 TO V( HFaI>f3R ILMICIR MIN- i F-, END ' �� 3- '�� v�i4n' S T Y�-E: F•nl.l..0�ti CDF;E WITH TH W JAMBS V Zc\%ZV 15p TC 2k HEACFR MIK. ? E/1. EAG ' 0UQ `�TiLI TO STLD (CRY'YIE, EfC,} b' OAC RjL!NT7 '�TDf' 27-!3 f'tZEFI�11'51-IED 1 REST 1Z 1.1 (r CYf.UPIED I HARDWARE: `I-V2 PAIR BUTTS. 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Ir I a , (,. r1TXZ — 12�,,LACE S - f'OST SHEET PIA tJr - 'g1c'Wr_i,[ a.Jl%I'1_ TYPO L C.LI � � yJi►�fJC)v�/ APFyE1�RLV�l�'t. w�S T E A 1S 5 9925 CW Greenhl_Irg Road y ` LU 84 _ NO s ��� � 10 ��...G T i O►��) T H K U l�G�C.r I 1�.Dc�F �i '' - I#- 011 1 1 ��� . t2 �•-+�-� f 1 [� �'"�'� T� U �Lr/I�.L► f" I`(/�.✓ ��<� " "U^ OF _ V PROJECT i If This notice :Ipl>'e:u•s clearer than the �/��/^ document, the document iS of mal•ginal quality. (9 WJ 1111111111111 lilllll � lllll 1111111111111 111111111111111 Illllllj !1111 11111!jl� ll111 1111111/ 1111 ! IIII111 � 11111 I Illlllllllill ! 1111111 1111111 IJIIIII�Ij jljf (11111111111 INCN ' MADE IN CHINA24X VIII►IIII!Iltlil2 llulltllllnlll11111nlllnllnllllllllnnlnlllnnlnu Ilnlnnlnnlnlllllninlilinllnn Inlllnllnnllnllilnlllnlulllllli11=1111 Illnlllnilllll� Illl�lllllllllnlllnl nl I I nIIIInIInllluulnnlnulln4lnlllnll�nl�Ill�inllnnllnllnnlnnlnli!i ' I (A C ( •.'7 -3 �T P.T. M U1 SILL. -- I W"/SIW MA6 AT 4'-0' G.C. AM 1'-0` FROM BUTT EMS 5 iv FT)N. VENTS — k SEE PLAN GIMP C • 1 TOM ,��'. „�, N 1J EA• E NL7 2 EA I d STA G•ri ta0'S T 4 ,1 4 COQ TOP AND E30I PA It? j x 6 POST ON SHW�F 84 VERT AT 48' 0.:. w /(��►J -10 '4 \` I I `. 11qtr,; I 1 I �� _ �+T Wil► I 1 fi' X 3'�' X 1'-0' POUTING -- - -. 7 (4) •4 X 3'-0' EA. WAY 8OTTOM I -- - 11111 =ULI I�I ;•, o e �* -'--- --_•� - '� + REUSE OF DOCUMENTS AND DESIGNS INCORP THIS DOCUMENT AND THE i;EAS -_ _ HTEU EREIN IS THE PROPER OF 4 1R' 6• 4_1/7' 1 �1' - I - I -EEVE T�IKU I i �; MOnERNBUILDINGSYSTEMS, —7 ( _ ;mall' 5 TW�t ^�Qu- I 4 x G I INC, AND IS NOT TO BE USED, IN I I ^— I�� I ��- -- I 1 ii, ^ 1Y '50JLE OR IN PART, FOR ANY SII ► =IIIIII!IIIII(111111111111 -. I j Efi1Z 1”'NE y'S OTHER USE OR PROJECT WITf ,• illlllllF =1111111111. S� I OUT WRIT TEN AUTHORIZATION -.... FIRM UNDISTUFWD SOIL TYPICAL PERIMETER FOOTING r` I r- 'x i0 `*� L T Y F' 1 .�T�..f`� I � � •..,,c.,>1... ��( M N F J� SCALE 1' 1'-0� --- - - t I - % 3 Y Q r R: SCHLF r -e• ti "T Ff I GK GONG. ;•-� � ,-�-�� f I N W j � ca A/L GOMP'R A V& w U. 4x10vF1t1 .► F' EPP,44 Cy • j ' CIL 1' I V' t i 2 i Z 3 L OF 2 _ T2d TOE NAILS 7Y F �1._.44 2 x 6 P.T. WOOD LID % 8" nc.11'HmTr-*- I„l,o,IL_ EA :1(X� U55F-T W/("4) - y ' 4XG ( ( ► f MIN. 24' X 18' ACCESS � ;TAVt-E 19, TV, EA 3- '� - ----_ 4 X 4 POST ON SHINGIF I �'r I.�+E Mt3E2 c 2' 0' JIA_ X 10 FOOT INC === -- P. ___ DE�'F2FSS FOOTING TO POGrcET ; I (r F .T. 2 X 6 AREA WF1L MAINTAIN 18' T /41 PLA,cFS ' I r aa� I -•�--� ---- - , / VER CCR. i ►� GRAVEL �- / /I ) A5 s i C r - �' 72 D _ f � i __ IIIII OP'r1CN SILVE-2 MFG, . O �aNK 7TceP 0 �V (OR A5 REQ 'D)- FVN VEN'r5 -� CIz�W�- HOLE VENJT /t1 j PL.ncES I �) { W/ 36 MTL , L�fZEA �/./ELL� aJ I NTERMED I TE FOOTINGS 4 AREA WELL " ;�`� LAJ SCAL.F 1' 1'.-0' 3 I N i E \/E R +c �' L.06AT IG►•,J SCALE - '' t'` IL I L_ v'/ ,wNErZ LL UJ I— I11 -- EOIEATION NOTA j I r I I , Lir �1VING ��/ER ------ � ALL FOOTINGS TO BEAR ON NATIVE I I IS'RJ;K�.OR 952 COMPACTED SOIL. 1 11 15 a F E L T ©v E R LOCM COIF CONCERNING FROST UEPTH. (— Z �'/e 0,5,3. Nov/ I �0—�A )c ! _ 2x6 P.T. MILD SILL MINIMUM SOIL. 8FARING IS 131/4 " 5 TAF'L_E 5 4 "O/C ' W/SIW MA6 AT �I '-0' O.C. 1500 P.S.F. 1� L� r j ANP V-0' I" BUTT (=POS COPA --TE STRENGTH AT 28 DAY SHAT i. + G - BF fC - 2500 P.S.I. MINI4311 ! +. e ALL STEEL. ANC MS TO CONII,I* TF- �r 111 (r 7 FDN. VFNT S FOOTINGS AND REBAR TO KwF -- _ ---- - SEF. PLAN 3' MINIMUM CLEAR TO 13070M tY - 60 ,;.S.I' L �^ LN.-5"INGI ) u 04 CONT TOP AND 130TTOM VFN7 CRAWL SPACE PFR PLAN C C�Nc tiLL��+ ALL LIMBER IN CONTACT WITH CONIUCTE - / z I I -11 I SHALL BE PRFSSURE TRFATE.D .258 ICU. FT. C.C.A. •4 VERT AJ 48' O.C. AL1 i;aTL LUMBFR IN CCN'TACT WITH FAPTH 1 • � ., SHALL BE .40•/CIJ. FT. C.'-.A. _ _ KTom% CONTACT LOCAL UTILITIES FOR SERVICE DRAWN BY 1 `T-F-- LOCATION PRIOR TO DIGGING ' � 1111 INTERIOR PADS MAY BE REQUIRED 'HEGkED TO W - - •A SET FLUSH TO CRAW! SPACE GRAD TO AVOW FOR TRAILER BACK IN SFT. VERIFY REVISIONS WITH SITE CONN I T I ONS ZFIRMTITAL ROOF - 37 P.S.F. 8C WH - FW. eTOTAL FNELOORGa P.S.F. SEISMIC ZO28 R / NiuD UNDISTURBED SOIL [)EI, 10 1992 MODERN PERIMETER FOOTING _ >�ur1LI�INcs !rEaTRMB V-- �cor� T T-'Of?, I—I SCALF 1• • 1'-0' 3 - S T)E =::,77 �� 1 " _ t o T, FF 9925 SW Greenberg Road � 3 of 4 �J OF 'ROJECT MBER If this notice nphe:trs rlesu•er Ih:ul file �/��/^ document, file documentm (9 is of morainal qualify. W j 11111111111 111111111111!II 1111111111111 111111111111111 IIIIIIi111111 11111!I1111111 I II111 I �11111 I I IIIIIII11111 I II1111!IlIi11 1111;'ll � lllll(I 1111111111111 Illllllllllll I INCH MADE IN CHINA ' f II►(((I((((It(i(I(IIIII(uI(n(I(�nl((I(I((((In((Innlunlnn ((nlnl(I(n1lnnlunlnnlnnlniilnnlunlllnllll Ilnllnnlnnlllulnnlllli!nnInIIIInIInnlunllnl�nlllnn nnln(Iln(Ilnn (((tl(t((I((((It� (I((t(I(n(III!►(I((((I!Ili!i!(Illniilllllnlllllnl!II'I "1 e-�- ()1!I 1 INI• 'SPI•('li-WA I IONS i CI�*'��"'•.5 f ,�a� } ,q 02512 ASPIiALTCON('ttl XEPAVIN(i PRIME COAT': CUT IrACK P.SPHALT A`►11I IALT CEMENT': AASI1I01 M226, 225 DEG. MIN. ROOT IN PLA('Ii. _W) D )MLS I it WA IEk PIPING: COPPLR TYP!' "t." WITH NO-IA-I'AD SOLDER. _ VALVL: 3/4"'TWIST VALVE,W/NON-U,LE("fROLYSIS UNION. 02720 STORM S1-Wlik SYSTI'M 1111'IN(i: PIPING H(OM I)OWN SPOUT T'O CACCH BASIN PVC SCH 40 I 02730 SA TAIaY to 11'WUR I - ! PIPING TO HOLDING TANK, ABS I 03310 ('AST-IN-PLACE :LCEMr Ims r'ORTLAND ENT:4 ASTM(' 150. WITH AIR-FN'TRAINMCN'1'ADDITIVE. - — _ 35001'SI f 28 DAYS. KI.INI t)lt('!' ___. -.- .MENT: DFFOtMED HAIRS: AS'TIt1 A 615,GR 4(I. -=-- - _ ----_----�r_ _ _� MIsSH: WI'LDED W)R.1's FABRIC, ASTM A 185. I•INISII: BROOM, WITH TROWELED JOINT'S (0 6)"O.C. MAX. 05520 IIANDRAII.S & RA!LING + STI-1:1. PIIIV ASTM A 53 SCII.40 SMOOTH. fWA . �I>�GI MOAN!'HAND RAILS I.5"('LR OF WALLS AND OTTIER.RAILING r (OJr>M PAINTING MIR IT'.RROUS METAL. ZINC PRIMER&2 C'OA'TS ALKYD ENAMEL 13120 PRE- MANIJFAC"1'IJRFD 11;11:.%NG B[JILDING• t)NG STOK i WOOD FRAMED 5"fitUCJURE. BIJA,T IN AN II I I I AI11'ROVED AND INSI'E(-IT.D FACtury. MANI IFA(7TURE:R �d SHALL. 1NSTAI.I. HIL: BUILDING A17MR Olt I'AINING ALL. 1 / C•}/ �� ��� _ t �. �r y,, I�T J / REQUIRED MR MITS, INSTALLATION SHALL !NCL1 IDE �G go- f� GWORK REQUIRED %f 7 �v P " A, ` ' >�I '�- `�)��''►� AND OC.CUPANCY1 FOR IOUNf)ATIUNS,WEATHERPROOFING 1600) FLE("TRICAL +'Z, I INDERGR(►1 IND CONDUIT- PVC SCHEDULE.40. �_F t WIRE: WIRE SHALL BF PROVIDE ANI)PULLED BY THE ELE(.TRICAI. POWER COMPANY. .I (cS �. --t------------ --- -. — - -` if t` I 100 L j-4 - ---- — D� ' it y� 4 A, f�� N �Fc k. r o x Io1•,d ! �, -- -- M co _j 1'1v.1f err Arm Mhz �+ r II � iJt ter- 1292. I 0 Aq+ logo?") to �.wtroi, war�w ' Iry kl4r, k�v"0 --� I.R. . � .A ROBILi . RD ARCHITECTS 1600 . 30.1.0 2Co'-f_�' SCHOLLS VIEW PLAZA 4850 S.W. SCHOLLS F FRrAN RD. SUITE #202 PORTLAND. OR. 97225 (5()3) 297.551)3 992E SW Greenburg Ruad �/,:� ��„� DATE SEPT. 8, 1992 4 of 4 CRESENT GROVE CEMETERY 9925 S. W. GREENBERG ROAD TIGARD, OREGON If this notice appears clearer than the document, the docunte"t is of marginal qualify. 2/27/97 IIIIIjIIIIII I�I�Ijl�l�l�l I I�I�I�I�I�I�I I I�I�I�I�I�I�I� 11IJIlI! 11111 1 11I�I(I1I�I�I I I�I� 1111ill 11 I IIIlI�I ii , l�l �l�l IJi 1 1 1 1 III I I I ! I I I I I . INCH MADE M CHINA I "1113,IIIIIIIIIIIIIIIIIIII+III!llllillnllfllll�IIIIIIIIIIIIIIIIIItIIIIIIIII � II24X f� III � s° i Inow I • • • • •• 1►'�•.u�WY+"J'1r�'R-- � .div y�7'.�,�'� +p�,,, iT�F" yDM � ��1� r, �!+ x ''� �� � �i✓,�•e.W+i.:�d w....w,l,., � `' CERTIFICATE OFCITY OF T I GARD OCCUPANCY COMMUNITY DEVELOPMENT DEPARTMENT CRM IT #. • • • • • • 8 8UP93-000i:� 13125 SW Hall Blvd.Tigard,Oregon 9722308160 `(603)'69-4171 DATE ISSUEDt 04/27/93 51TE ADDRESS. . . t 09925 SW GREENBURO RD PARCELS IS1260C-01SOO 10 SUBDIVISION. . . . S ZONINGS R-4. 5 BLOCK. . . . . . . . . . S LOT. . . . . . . . . . . . . S CLASS OF WORK. sNEW TYPE OF USE. . . eCOM OCCUPANCY GRP. 1;82 OCCUPIPNCY LOAD tIO fENANT NAME. . . :CRESCENT GROVE CEMETERY Resiarksi Place pro-fab office hidg. OP. Tag%, 5erial No. 92106 A & B. NO V'LLa rel ATE COLLECTED ALL FEES -,RESCENT GROVE CEMETERY ASGOC. `4925 SW GREENBURG kOAD iIUARD OR 97223 Phone Oc 639-5.1147 Cantractor: MODERN BUILDINU SYSTE1115 1710 WX i".50 TU;:.!-f4'TIN Or 97062 Phone #1 682-1422 Reg #. . r 04C,37 Occupancy of the abov, referenced builditiLl is hereby [.jivPnj and certifies the cm ance wit. t 0 State r-enon l3pprialty Codes for the group, �Pl i �L Of 0 t't� which the referenced pormit was issued. f DEPARTMENT BUILDING INSPECTOR /8UILDIN13 OFFICi-AL '--" POST IN CONSPICUOUS PLACE ,�NSYECTZAN NdiICE Cit? of Tigard Building Department 131.45 811 Bali Blvd. Tigard, Oregon 97223 • Inspection Line (Roc-O-Phons): .¢39-4175 Buainiss Phonet 639-4171 I / Inspections Footin // �7 Plbg. Under■ Mech. Rough-in Appr/b�dwlk Found. Plbg. Top otit Can Line FINALt Poet/Beam Struct. San. Sewer Framing Hld I . Post/Beam Hoch. Rain Dr,�ln Inzulation -Plumb, i Plbg, Undart:oor Matwr. Line Cyp, Bd,//J/ Mech. I ate Aequeatodt 7' AN pN F Permit `t Builder: THE FO',I.OWINC COPP CTIONS ARE REQUTAEnt Inspsctort__--J[ Date:.-2. 7-9 APPROVED DISAPPROVED APPROVED SUBJECT To ABOVE ---Call For Reinsp. i'_, �r TUALATIN VALLEV FIRM: & RESCUE AND BEAVERTON FIRE DEPARTMENT • 4755 S.W. Griffith Drive • P.O. Box 4755 • Beaverton, OR 97076 • (503) 526-2469• FAX 526-2538 ' r February 23, 1993 t� J.R. Robillard Architects Scholls View Plaza 4850 S.W. Scholls Ferry Rd. , Suite 207. Portland, Oregon 97225 Re: Modular Office/Sales Building Cresent Grove Cemetery 9925 S.W. Greenburg Road 58890-152-000 Gentlemen: This is a Fire and Life afety Plan Review and is based on the 1988 editions of the Uniform Fire Code (UFC) and a those secOnn.-, c:f the Uniform Building Code (UBC) and Uniform Mechanical Code (UMC) specifically referencing the fire department, and other local ordinances and regulations. Plans are conditionally approved subject to Tigard Building Department r,• quirements and the following items: 1. *address Required: The tenant sr,ce number must be prominently displayed on the street front where it is readily visible to drivers and officers of responding fire apparatus and other emergency I vehicles. UFC Sec. 10. 208 2 . Fire Extinguisher Requirements: Not less than one ` (1) approved fire extinguisher(s) with a rating of not less than (*) shall be provided for each (**) sc+uare foot of floor area or- fraction thereof. The travel distance to an extinguisher from any portion of the building, shall not exceed 75 feet. UFC Sec. 10. 303 (*) 2A10B:C - Light and Ordinary Hazard 4A108:C - Extra Hazard "Smoke Dmector�Save Lives R I x r J.R. Robillard Architects February 23 , 1993 Page 2 • r 1 (**) 3 , 000 - Licht Hazard 1, 500 - Ordinary Hazard 1 , 000 - Extra Hazard i • Note: Where flammable or combustible liquids are used, "B" ratings of extinguishers may need ! to b� higher and travel distances shorter. See i requirements in National Fire Protection e� Association Standard 10-1 . Approval of submitted plans is not an approval of omissions or oversights by this office or of non- compliance with any applicable regulation- of local government. If I can be of any further assistance to you, please feel free to contact me at 562-2469. Sincerely, Bradley N. Wanamaker 1 Deputy Fire Marshal 4 BNW:kw cc: Tigard Building Department i PUP w, R .M1 n r S - CITYOFTIFARD C11YOFflWAID BUILDI14G PERMIT COMMUNITY DEVELOPMENT DEPARTMENT 0111000+ PERh1I7r #. . . . . . . .. BUP9:3-0002 13126 BW FWI Blvd.P.Q.Box 23377,Toad,Ornpon 47 (603)830-4176 63974= DATE ISSUED: 02/22/93-- SITE ADDRESS. SW GREENBURG RD PARCEL: 1 S 12SCO-•01900 • SUBDIVISION. . . . : ZONING: R-4. 5 BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . ------------------------------------------------- .---------------------------------------- RE I SSUE: ___---__—_—_--__--------__--___—__—_—_REISSUE: FLOOR AREAS----__._—._.__. EXTERIOR WALL CONSTRUCTION-_. GLOSS OF' WORK. :NEW FIRST. . . . :998 F. Ns So Es W s TYF,E OF USE. . . ;COM SECOND. . . s Sf PROTECT OPENINGS?---------- I YF IE OF CONST. o 5N THIRD. . . . : s f N: S: E a WN OCCUf ONCY GRP. :B2 TOTAL--•-----: 998 s f ROOF CONST:B FIRE: RET? : r OCCUPANCY LOAD: 10 BASEMENT. : sf AREA SEP. RATEDo STOR. : 1 H'T'. : 12 ft GARAGE. . . : sf OCCU SEP. RATED: a BSMT?:N ME Z?a N READ SETBACKS-------- REQUIRED----------______.___--_. I � FLOOR LUAD. . . . :50 psf LEFT; ft RGHT o ft FIR aF'KL a N 5hIOK DET'. . :N LWLLLINU UNIFS: FRNT: ft REAR: ft FIR ALRMeN HNDICP ACL:Y BEL)RIrIS: BATHS s IMP SURFACE s RRO CORR s N PARKING: }' VALUE_. $a 30000 R�?marksa Place pre—fab office bldg. OR -lags, Serial No. 9211zlt:v A & b. IqU FL-LS — STATE COLLECTED ALL FEES i Owner; ----------------------------------------------------- FEES CRESCENT GROVE CEMETERY ASSOC. type amol.rnt by gate r-ecpt 9925 bw GREENBURG ROAD PRM'T s 0. 00 JF 03/02/93 — PLCK $ 0. 1 0 .TF 03/02/93 I1GARD OR i7Z_83 5PCT $ 0. 00 JF 03/02/9"1 — Ffhllne #: 639-5: 47 Contractor 4 MODERN BU1LDfNCS SYSTEMS P10 BOX IR50 7U(ILA'fIIV OR 97082 Phone #: 682•-1422 $ Ir. O@ 7'OfAt. Recl :I;, . s 04637 -- ---- REUUIREP INSPECTIONS This permit is issued subject to the regulations contarneo 1n the Foot/Found Insp _ Tigard Municipal Code, State of tire. Specialty Codes and all other Final Inspeetior applicable laws. All work will be done in accordance with h' approved plans. This oermlt will expire 1f work is nqt started within IBB lays of issuance, or 1f work is suspended for more than IBa days. F_lermittee I s s 1-r a d By : { _ --— -- ---.�... Gall for• inspection — 639-4175 Off- i l {,. 4 iiiR1 irt.i �, xls"J �.• �r""t �ul',..x'�i .4. �:. y..;;k ,wr,' - • ��A��• yr' 1hi� i�q w' r3 , w� � 1 � .� INSPECTION NOTICE City of Tigard Building Department 13125 SW Ball Blvd. Tigard, Oregon 97223 fit" Inspection bine (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: i Footing Plbg. Underelab' Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: ��;;+• <d. Post/Beam Str. t. San. Sewer Framing Poet/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. i�Mec�1 Date Requeated:az / Time: _ AM _PM Addreee: � Permit /: y�-VSO 7i S Builderr—` THE FOLLOWING CORRECTION$ AAA REQDI D: S —� 4,4 oT. - y c , 1 i 1 Innpector:- Data: s..�i.. a APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinep. r gyp. .v. .. . . . 1 r � t y �I t) INSP3CTION NOTICE City of Tigard Building Department 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (ReC-O-Phone): 639-4175 Bunineas Phone: 639-4171 Inspection:_�—i Y Footing P1bg. Underalab Mech. Rough-in Appr/Sdwlk dFound. Plbo. Top Out Gee Line FINAL: - Poet/Beau Struct. Sar.. Sewer Framing -Bldg. Post/Beam Mach. Rai:; Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Ba. -Hoch. Date Requested: e ��— Times AA PH _I Addreea: .� 01 Permit #:'�=� Z- . 4 Builder:-4L � ���L�.�_ � -- TBS FOLLOWING CORRECTIONS ARE REQUIREI? t r i lnepector:_ ../� — ._ Date: APPROVED DISAPPROVED APPROVED SUM79CT TO ABOVE Call Pnr Reinsp. i Ab i a iw PLNCK/RECT # CITN'r O F TIGAR D W Hal Blvd, PERMIT # COMMUNITY Tigard,Oregon 97223 — (503)639A171 DATE ISSUED JOB ADDRESS: c1q;2-6 qp-ev.*j 6 TAX MAP/LOT C o l9o"' SUL: LOT: LAND USE: VALUATION: OWNE-�,f. ' SPECIAL NOTES NAME: EISSUE OF: ADDRESS: REISSUE: APPRUVED i u 5zou L j LAST FLOOD PLAIN/ PHONE: �v---23.7 SENSITIVE LAND: CONTRACTOR APPROVALS REQUIRED NAME: No 0tr2w PLANNING: ADDRESS: ?4 An-1-171 ENGINEERING: To 144 ki FIRE DEPT: PHONE: OTHER: N,0 71'1— CONTP. BOARD #: EXP DATE: ' ITEMS REQUIRE tjBCQNTRACTORS: PLUMB: LIST/SUBCONTRACTORS: MECH: BUS TAX: ARCH ENGINEER CALCULATIONS: NAME: TRUSS DETAILS: ADDRESS:q�° � � �' r�--��� �S�t`�s2� .�t�YLR: ��__ _ " PHONE: PROPOSED BLDG. USE: COMMENTS: Es- )I("o k— APPLICANT SIGNATURE Received By: Date Received: , pFM AMOUNT AMOUNT PD. RAL. DUE IT # ACCT # DESCRIPTION 10-432 00 Building Permit Fees — – 10-431 00 PlumLing Permit Fees lu-431 01 Mechanical Permit Fees — `� 10-230 01 State Building Tax (5%) Building Plumbing _ Mechanical " 10-433 00 Plans Check: Fee _ �' 8 , Building Plumbing _ L ' Mechanical 10-230 06 Fire _ ._ 71, 60 y` 30-202 00 Sewer Connection 30-444 00 Sewer Inspection 25-448-02 Commercial TIF Fees _ 25-448-04 Industrial TIF Fees 25-448-06 Institutional TIF Fee3 25-448-03 Office TIF Fees 25-448-01 Residential Traffic Fees 25-448-05 Mass Transit TIF Fees 52-449 00 Parks System Dev Charge (PDC) 31.-450 00 Storm Drainage Syst Dev Chrg (SSDC) 24-445-0I Water Quality (Fee in lieu of) 24-445-02 Water Quantity (Fee in lieu of) TOTAL i nm/3587P.WPF i i • i rr i 1' Cl TY C1F' i"1 G}F1RD - aE'C_`E.:t 4'"C OFt,AYMF NT fdE'I;E I vC NCI. ;y::: CHECR AMOUNT 134, NAMs:� I;;;�; f"'; t_!..}r ,,-ti i l7 fill ! C;AGH AMOUNT s tits. 00 ��— PAYMf^NT DATE: 01 %t't�r/�,'' Y SUBDIVISION U f..jR ClsE OF PAYME''N"f 11M(7UN1 PAID PURPOSE OF PAYMENT AMOUNT PAT U, ` G---!_AN-_Cld1:CK__ .f: _.. .__. I :?,H TUALATIN VACI_ �.__._. .,I�. oil CRESCENT 6ROVE CEMF i ER r \ 9925 SW GREENPURC �. TOTAL. AMOUNT PAID _ > 107. 38 }5i3j r a I s STATE OF OREGON PLAN: M-16-92 095 BUILDING CODES AGENCY EXPIRATION DATE: 12/3 /9.3 PREFAB PROGRAM VALUATION: $44 , 142 . 00 1 � SALEM OPERATIONS 1535 EDGEWATER N.W. FEE RECD: ST• 'M, OR 97310 NOTICE OF PLAN REVIEW a MANUFACTITRER: MODERN BUILDTNG SYSTEMS DATE: 12/31/92 H- DE:ST INATION: TIGARD, OREGON OCCUPANCY: B-2 TYPE OF CONSTRUCTION: V-N FLOOR AREA: 5�-W SQ. FT. • DESCRIPTION: 28' _x 36' MODULAR OFFICE i i DESIGN DESIGN CRITERIA: ROOF: L.L. 25 psf PROFESSIONAL: KENPIETH A. RASMUSSEN WIND: MPH 80 EXP. : H AGENT: N/A FLOOR:L.L. 50 psf. or 2 , 000 lb. load FIRST USER: CRESCENT GROVE CEMETERY PLUMBING: YES N.L.E.A. REQ: YES Unit s) reviewed for _ .itormity with the 1990 Oregon Structural Specialty Code (OSSC) , 1990 Oregon Mechanical Specialty Code (OMSC) , 1990 Oregon State Plumbing Specialty Code (OSPSC) , 1990 CABO One and Two Family Dwelling Specialty Code , and other related rules and regulations, as applicable. Where plans reference ICBG, or simi_.ar reports in lieu of specifics, twu (2) copirs of those reports shall be submitted with the plans for approval ani be provided to the field inspector upon request. Inspectiui-, will not be completed and a re-inspection required if current copies of the referenced documents are not available to the inspector as requested. This plan review does not cover the design of the foundation, marriage Of multiple component structures, connecting the building to its f foundation, or exterior stags and ramps. I Care shall be exercised by the authority having site jurisdiction that the requirements of Table 5-A and the appropriate portions of Section 503 , 504 , 505 and 506, of the OSSC, are considered in setting the structure on the property. No modification to this structure shall be commenced without the approval of the design engineer, the local building official and the Ma.rlifactured Structures & Parks Section of the Building C(-.des Agency. Page 1 n ii d Plan Review M-16--92-0358 MODERN BUILDING SYSTEMS I i i Foundation systems, marriage connections of multiple component units, site work _,)ni outside of the confine,- of the structure (plumbing, electrical, gas piping, and utility connections) are the responsibility of the local. building department having site jurisdiction. • REFER TO APPROVED PLANS FOR NOTES PERTINENT X11` THIS PARTICULAR PROJECT. I FOR ELECTRICAL INSPECTIONS CALL (503) 373-1239 or 373-1315. � INSPECTIONS REQUIRED: COVER: X FINAL: X_ _ C OTHER: Submitted plans are acceptable subject to the following: p� f 1. Pro-.,-;de interior light-irg budget that will meet design target. Also include track lighting. 2 . Provide worksheets 3a, 3b, 3c, to determi.ie R-clues. 5 3 . Documentation shall be submitted prior to , incl inspection. i t A NOTE: The following list of items are standard plan review comments J made :.n an effort to be of assistance to the manufacturer. The items r licted below are not meant to imply that these plans do not comply with code requirements. The field inspector will verify code compliance during the inspection at the ruanufactures' s facility. n 4 . Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. The opening of any door shall not require more than one simple motion. The use of dual Locking and/or latching devices or any dual combination of the above is prohibited. See exception to first sentence above for E key lock only for B occupancies„ 1990 OSSC, Section 3304 (c) . 5. There shall be a floor or landing on each side of a door. 1.990 OSSC, Section 3304 (1) . 1 6. One perm dry cup vapor barrier shall be installed (on the warm side in winter) on all exterior floors, walls, and ceilings of heated commercial buildings. 1990 CSSC, Sec.tici 5303 (f) . 7 . Exposed vapor barriers (not in substantial contact with a covering surface) shall be rated FS-25 or less, or shall be covered with a 15 minute thermal barrier. 1990 OSSC, Section 1713 (c) . i 8 . The flame spread of interior wall and cei.Ling finishes are to be a maximum of: Stairway-Class I, Corridor-Class 2 , Other Areas- Class 3 , 1990 OSSC, Section 4204 , Table 42-B. i 30\PR.JG\M16-0358.JGT Page 2 r .i d Plan Review M-16-92-0358 ? MODERN BUILDING SYFTEMS 9. Where compliance with the requirem,-_nts of Table 5-E are not shown, it shall be the responsi:,ility of the local authority having jurisdiction to determine that the existing sanitary facilities on the property meet the requirements and the exceptions specified by 1990 OSSC, Section 510. i 10. Draft stopping materials shall be not less than 1/2 inch gypsum board, 3/8 inch plywood, 3/8 inch Type 2-M particle board, or other approved materials adequately supported. 40 1990 OSSC, Section 2516 (f) (B) (iii) and 2516(f) (5) . 11. In Buildings Having Uses Other Than Dwelling Units and Hotels: Draft stops shall be installed in attics, mansards, overhangs, fal.sE ,nts set out from walls, and similar concealed spaces so that the area between draft stops does not exceed 3, 000 square feet and the greatest horizontal dimension does not exceed 60 feet. Where approved automatic sprinklers are installed, the area between draft stops may be 9,000 square feet and the greatest r horizontal -iimension may be 100 feet. Draft stopping materials shall be not less than 1/2 inch gypsum board, 3/8 inch plywood, 3/8 inch Type 2-M particle board, or other approved materi-als adequately supported. 1990 OSSC, Section 2516 (f) (B) (iii) and 251.6(f) (5) . i 12 . Two (2) layers of 15# asphalt felt are required (applied shingle- fashion) on roof slopes below 4/12 to 2/12 . 1990 OSSC, Table 32-B-1. 13 . Enclosed attic and rafter spaces shall have cross-ventilation for each separate space. The net free ventilating area shall not be less than 1/150th cf the area of the space ventilated. 1990 OSSC, Section 3205(c) . 14. Safety glazing material shall be installed in doors and in locations within 12 inches of the door. 1990 OSSC, Section .5406 (D) (6) . 15. Plywood shear walls require all panel. Edges backed with 2 inch nominal or wider framing. 1990 OSSC, Toble 25-K-1. 16. Materials exposed within ducts or plenums shall have a flame- spread rating of not more than 25 and a. smoke-developed rating of not more than 50. 1990 GMSC, Section 1002 (a) , NOTE: Class I rated ducts are required for other than residential occupancies. S0\PR.JG\M16-0358.JGT Page 3 n Plan Review M-16-92-0358 i MODERN BUILDING SYSTEMS i r 1.7 Supply and return ducts in unheated spaces are to be insulated in accordance with the 1990 OSSC, Table 53 (k) and r 1990 GMSC, Table 10-r. 1 18. HVAC unit shall be installed in accordance with the manufacturer' s listed installation instructions. Clearances to supply plenum shall recei,.re particular attention. Provide instructions with unit when shipped. 10.90 OMSC, Section 504 (x) . 19. The minimum classification of roof coverings (i.e. , fire retardancy) shall be in accordance with 1990 OSSC, Table 32-A and applicable footnotes. 20. Plans , specifications, and other requested data shall be provided to the local building official for his inspection of the foundation system, utility connections, and the "marriage" of : multiple component structures, other site work performed on the unit itself (other than the above-mentioned) will require an incomplete systems agreement (NLEA) . 21. All plumbing, wiring, heating, and structural work below the level of the modular unit (bottom of floor joists) , shall be site- permitted and site-inspected.. 22 . In lieu of the natural light and ventilation requirements of 1990 OSSC, Section 605 being met, a mechanical ventilation system and artificial light shall be prodded. The mechanical system shall provide a minimum of 5 CFM of outside air with a total circulation of 15 CFM per occupant. 1990 OSSC, Section 605, and occupant load factors per Table 33-A. 23 . Maximum allowable notching in exterior walls and bearing partitions shall not be more tha.il 25�: of the width. In nonbearing walls, the notch shall not axceed 40% of its effective depth, 1990 OSSC, Section 2517 (g) (8) . Bored holes in studs shall not be mois than 40% of the stud width. Holes equal to 60% of the stud width are allowed in nonbearing walls and bearing walls where the borFd stud is doubled. No more than two such successive studs will be allowed. In no case shall the bored hole be closer to the e6ge than 5/811 , 1990 OSSC, Section 2517 (g) (9) . The pians for the above-indicated new structure are acceptable as submitted subject to the items noted above and the approval of the authority having site jurisdiction. I Examined by: - —� Jpffff GORDON, Plans Examiner JG:mgi 30\PP..JG\M16-0350.JGT Page 4 1' STATE OF OREGON / FOR OFFICE USE ONLY BUILDING CODES AGENCY Plan Approval: MANUFACTURED STRUCTURES AND PARKS SECTION 1535 EDGEWATER NW, SALEM, OREGON 97310 Date Revived: J TELEPHONE: (503) 373.1235 Date Reviewed: FAX: (503) 373.1014 — PREFABRICATED STRUCTURE APPLICATION Reviewed By: — FOR PLAN APPROVAL OR RENEWAL Expiration Date:_ Manufacturer: Mfr's No i Modern•Bu' diner Systems Inc, M-16 Address Sue: 7ip Code, Phorw, Square Foote Plan Designation: e: _ Number of Modules: �_^ ❑ Plan renewal +xpixapon Date. _ Prefabricated Building(Permanent C stom Structures one or.n kind ❑ Relocatalelo Rol Idirig(Movable) Design Plan (Two or more structures built to the same plan ❑ Component(building subassembly) Incomplete system(N LE.A.is required to be submitted with plans.) ❑ Existing Structure Owner i ddress: City: ale: — - hone -- DESIGN OPTION FOR DESIGN PLANS ONLY STRUCTURE DESIGN DATA " Design Occupancy Grou cAr clad to the Option#1 _� Oregon Structural copec"' Code. Design 1 ype of Construction- s class,ted in the Op on#2. Ore on Structure;Special Cor i. eson Dor Dad-rya loadcape t iq in pounds per square foal. Option#3 Design Roof Load -live oa capabikty ,n pounds per square toot. option#4 _ Design Vtrind--Honzontal wind d+sign(MPH)Z:xposure 8 or C Option#5 - Oesign Desion 1 emperaturn--68°F at 15 MPH wind Option#6 PLAN REVIEW FEES Agency Adjustments FEE CA'.CULATION INSTRUCTIONS Determine Binding Valuation from B;nlding Valuation Data Sheet,then deduct 11%for site BuiLrjValuation. $ 44.142 $ work. '15elerm,ne IructuraPlan Review Fee from too schedule by taking 65%of permit lee. SU uctural $ 154-7Q $ Additional hourly Fees may be charged. etermtne ❑e and Life 'a ety Plan Review Fee from t e fee schedule by taking 40'4 0 Fire Life Safety: $ _Q_ $ permit fee. See Section 302 SSC for applicable structures, ketermine Mechanical Plan Review Fee by taking 25%of the total mechanical permit fee Mechanical; $ Ikierminr.f'lumb,ng Plan Review Fee by taking 25%of the Total plumbing permit fee. Plumbing. $ 38.06 $ Hourly fees are applicable to there view of /ogress,Design Uptwns, ,ystem Plans. Hour, fee $ $ Component Pa•Is A additions,changes or revisions to plans. nnual renewal fee equaling 50% of the initial plan review fee shall e pa, prior ir, Renewal Fee $ -0- $ expiration. Cus'om structures may not be renewed Dial all ee i and submit with plans and applications Make checks payable to the ulldinq Total Fee $ 59 $ codes Agnnc% Fess Not Sublecl to Refund IMPORTANT NOTICE:Two cnpol;of this application and reoueod plans,specifications,engineering,Lost reports,manuals.N LF.A's and all other perlinom Inf ormalion with tees should be submitted to,ecd approved by the Oregon Building Codus agency poor to commencing construction. Application will not be accepted and plan review will be delayed$application,plans and/or � tees me not complete No Inspectlone will be made prior to plan review and approval by the Oregon Building Codes Agency. N I F A - Notice to Local Fr forcement Agenry r SUBMITTAL CHECKLIST Make Checks payable to: Copies ofPlans U BUILDING CODES AGENCY Copies of Specifications ❑ Fee Enclosed: $ 25? 3g > �� ❑ Pevenue Code 04-04 07 B,t f3 Copies of Engineering Calculations Check No: Copies of lest Reports U Copes of O C Manual Lin- — -- Vit' (:op-es of N L E A U �- /L —� M-0028 10/21/91 IL 0._.4_�___y�_� „. ..•_°'; .,..... I FOR OFFICE USE ONLY ! STATE OF OREGON Revenue code 04-04-07-e31.e4e BUILDING CODES AGENCY Plan Approval No.: MANUFACTURED STRUCTURES AND PARKS SECTION 1635 Edgewater NW, Islam Oregon 97310 Date Received: TELEPHONE: (503) 373-1236 FAX f (303) 373.1014 Date Reviewed: NOTIFICATION TO LOCAL ENFORCEMENT AGENCY The Prefabricated Structure Identified below requires completion work at the site as specified. Manufacturer Natne: Modern Buildinu Systems, Tnr- Address: Phone: P.O. Box 250 City: State: TualatinOr Plant Location: —'— — Tualatin Or. Owner's Name Mfr's Serial No. Crescent Grove CMgtery Installation Address Occupancy Group Type of Construction 0 City County State" Zip Code Date of Arrival on Sito UzL 1j13jA; _ Installa'ion Site is in: C )W County ❑ ✓ WHEN ✓ WHEN COMPLETED M.u)MPLE7'E ITEMS COMPLETED INCOMPLETE ITEMS Install Porch Mf r. 1 I y. i V f. M t Inspectors Signature M ufactu er's Signaru -- -- Minimum $60.00 payment with application. Make check payable to the Building Codes 'Agency. Fees not subject to refund. M-0058 10/1M1 y "111-Mill September 15, 1992 CITY OF TI OREGON J.R. Robillard 1 Architect d Scholls View Plaza 4850 SW Snholls Ferry Road Suite #202 + Portland, OR 97225 Dear Mr. Robillard; I am writing is response to your September 14 request to replace the existing pre-manufactured office building at the Crescent Grove Cemetery with a larger lire-manufactured office building. I 4' .. This property is zoned R-4.5 (Residential, 4.5 units per acre) . a. The present use of this site is listed as a Conditional Use for this zoning designation. The Community Development Code Conditional Use Section states that if the requested modification meets any of the major modification criteria, that this reques-c shall be reviewed as a new Site Development Review with a nev '4 public hearing. This request does not meet any of the 10 approval criteria for equalif.Lca*ion as a major mod.ificat-,.on. This is specified as follows: 1) The request will not result in a change in land use; 2) The request will not increase the dwelling unit density- 3) The request will not result in 3 change in the type of commercial or industrial structures; 4) The request will not result in a change in the type and location of accessways and parking areas where off-site traffic would be affected; 5) The request will not result in a change in the f loon area proposed for nonresidential use by more than 10 percent where previously specified. Crescent View Cemetery was approved at this site Jy Washington Country prior to annexation into the City of Ti-,ard. Therefore, the City has not previously specified : hE, allowable size of an office building at this site. 6) This request will not increase the floor area proposed for + nonresidential use by more than 10 percent where previously specified for the reasons stated in item 5 above; 13125 SW Hall Blvd,P.O.Box 23397,Tigard Oregon 97223 (503)639-4171 P E 7) The request will not cause a reduction of more than 10 percent of the area reserved for common open space and\or usable open space; P 8) This request will not cause a reduction of specified setback ( ' requirements by more than 20 percent; 9) This request will not cause the elimination of project amenities by more than 10 percent where previously specified. . . ; i 10) The request will not cause a 10 percent increase in the s approved density. i I This request is determined to to a minor modification to an existing site. This letter satisfies the requirements of Section t 18.130.060 in that no code provisions shall be violated, and this request is not a major modification. E Therefore, this request has been apprraed. E t If you have any questionR or comments please contact the Planning } Div .sion at 639-4171. Sincerely, i Ron Pomeroy Assistant Planner i I E i i i f i i t i i i i I 1 s •5 P.i,.y •,""�a+'� ' -;y. Mile111111110110f• 24114 yj. i i J. R. ROBILLAR®/ARCHITECT Schoils View Plaza 4850 S. W. Scholls Ferry Road Suite 4202 Portland, Oregon 97225 503-297-5503 }�s Community Development Department Sept. 11, 1992 I City of Tigard • Tigard,Oregon Re: Crescen, 9rove Cemetery 9925S. Greenberg Rd. i Tigard, ;on I We are requesting and authorizing the processing of a minor zoning modification. This is to allow the placement of a pre-manufactured office building and related site work. The proposed office c building wou►J be a one story,960 square loot wood framed structure. It is our understanding that this modification i;required prior to application for a building permit. if there are any questions or need of additional f^:mation please feel free to contact the Architect or the Owners,as noted below. t 4J. obillard /Architect Ru _ hft /Crescen tery Assoc. 297-5503 639-53 7 i ti F= r F t Y t•4 f t' f 4f; . ... t r. ;4 i 4l _ 4 ^ w At. •'f�.1/PSN•�Y.{N�KM711�NT�1pM14!�N��Rh»v..r. ...•.,� -a .. - � t 1.`r:: • 64 I 1 Wil ! I 3w Q 7 � j I g I j 2I ugnF s �I J i i it 1 I I� i I 'fT.rM,:♦v.. r' •r -. . a ,,�.r. ._ �� .:, . ..., :. .. t=k.raj You r;