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16044-16278 SW 113TH AVENUE %cY �cjr,1 �7� ,��c Ur li c� i �110\ .0A ST REET OPENING PERMIT IS Yil. *AR? tSO' APF vad................................ .....:.. _ REQUIRED BEFORE INITIATING�onditionelyAppirnvod .... .. ..... : > only the w,. ANY WORT( WITHIN A CITE! PERMIT Pvr --o�s�: ._ __.. RIGHT-0F-WAY M.C.15.04.020 \ see Totter to: , .- � ( ) I O At ........ IN j Job V 459.0' - - - - - I . . ods I I 1 BLD #2 BLDG #1 7Yr% TO L] Pat \ I • � .. �v�\ \ I L I � 1 �t , � 11 I l i i E I I I I , I — \ -,AR I A`- - ,\ co -0 — \\�\ BLDG #4 i ' 160' i \ - ---- 3 BLDG #5 I .-TI E, I I I I � Q I L J,) - I i - _ _ I � I/ / eoxHs �-�► "r VIM uj BLDG #6 a - ; a /o uj FENCE �\ GP�� G TERRACE z POOL SPA '— A 1 1 M 4 1( l 1 G I I ` I I I I I I A ~ TYJ �,! •�, \ - - I,/I rr'JJ i - I 7-- ILI • I IG BLDG # BL #@ R � rj r II I � 1 INCE `� 0 r4l . - � -�-�---�-� � L_I SITE DEVELOPMENT PLAN ,,, 4.-,619;; SM 11 *TH (WENUE 11 PI -T, C1 S':ALE- �� ee1.nM,. I OF 1. .. � I N1 1 1 1 1 i l i { I I I { I� � r I _ IF TIIIS DOCCIMENT IS LES " I 'I ' I '� ' I 'llll IIIhh II II IIII IIII ( VIII VIII I IIIIIII Illlll IIIIIII Illll T T�1 ill Illllll fIIIIII III I i , II Ill Ill Ili li f I I I I I l III OC.�.QaCF2 26 19� 1 LEGIBLE; THAN THIS NOTATION, I l I � I � ( I fj I � � 8 I � � �O 11 �� IT IS DUE TO TIIF QUALITY OF Ne.3D &=ZF;. THE OWIGINAL Du,, UMENT. - - -- -- - — — --- - I; � 6Z 8Z LZ 9 Z t•Z � Z I tZ Z 6�i T Lt 9t 9I bt fit tilli it O�t I Tluulm, t1l', � FLI1111MIIII)II 9 �j �£ �IIIII lllf Illilllil Illi IIIJIIIIIII ll1{ IIII IIIIIIIII it ill�lllll i� I ll l l ��l ll�l�llllll 4•. 1 y , l , 1 • I ( v I I I I 11 I 1 I r ► ►�►'r r r LIL.lLIL/ Ll,Ll Li LI- LII ILlC7l I I 6 1 r 1 1• 1 9 1 � 1 ` i I( MANAMA r®r I N L-LL I aw SIGN PERMIT PERMIT #: SGN91-0036 DATE 13SUED. . . . : 03/11/91 EXPIRATION DATE: 611/1--31 PARCEL. . . . . . . . . : 2S11511.0-01700 ZONE. . . . . . . . . . . . 7 BUSINESS NAME. . : WOODSPRING APARTMENTS SIGN LOCATION. . : 16100 SW 113TH AVE APPLICANT/AGENT: VLADO BARICEVIC BUSINESS TAX NO: SIGN: PERMANENT (X) FREESTANDING (X) FREEWAY ( ) TEMPORARY ( ) WALL ( ) ELECTRONIC ( y OTHER ( ) BILLBOARD ( ) BALLOON SIGN DIMENSIONS. . . . . . : 2.8 X 8 TOTAL SIGN AREA. . . . . . : 23 sq.ft. WALI, AREA. . . . . . . . . . . . . sq.ft. WALL FACE (DIRECTION) : NA SIGN HEIGHT. . . . . . . . . . . 6 ft. PROJECTION FROM WALL. : in. ILLUMINATION. . . . . . . . . : NON DESCRIPTION OF SIGN: Permanemt non-illuminated freestanding monumenet sign. (8 X 2.33) + (2 X 2) = 22.66 squar feet. MATERIALS. . . . . . . . . . . . . WOOD EXISTING SIGNS. . . . . . . : 1 ELECTRICAL PERMIT REQUIRED: NO BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 10.00 APPROVED BY: DATE: 03/11./91 Permit No. CITY Gr TIGARD SIGN PERMIT APPLICATION The applicant hereby applies for a pexrdt for the work indicated or as shown in the aeceanpanying plans and specifications. SIGN IIXATTON ADDRESS: C%C� C7 w I I -e- ZONING: NAME OF BUSINESS — C I'Ii,/��C1�L�G°1`e- Z-J. to APPLICANT/AGENT: �c : COW. ��. PHONE: 6t)q- The City of Tigard irposes an annual Business Tax which must be kept current cn all persons doing business in the City. Do you presently have a dent business tax? YES ( ) NO ( ) U.L. Label # PROPOSED SIGN: (Check as many as apply) PERMANE c, E .'TANDINv ( ) FRFNWAY ( ) TEMPORARY ( ) WALL ( ) EI,ECrRONIC ( ) OLHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS: Y / XZ'y //+ I, ` ' �( ? � ENPIRATION DATE: TOTAL SIGN AREA (Sq. F-.) : `- — -- WALL AREA (Sq. Ft.) - /L)//i �/ WALL FACS:: HEIQfl' (Ft) : r-'FiA LrTION FROM WALL,: 111f�� ,U1JM NATION: YES ( ) too COPY: — MAgTIZTAT S: 1 T — — EXISTING SIGNS: ADMINISTRATIVE E XCE MON: N/A (� ) APPROVED ( ) flow MUCH % AREA ( ) HEIGHT ( ) PLANNING DFPAR1141M All sign perhmi.ts must be acronipanied by a scale Permit Fee: ;D 00 drawing and plot plan. If work authorized under Reaei No: ; r �'5� a sign permit Ins not bee o let within ninety rrnod days after the i.- -uatxx� of the permit, the permit. Date: d/y. L�� sha l 1 became null and void. ELUCIWCAL, PERUT I CERTIFY THAT I AM TfiE: RL=RDED OWNER OF THF.. RHQUIRED: YES ( ) NO ) PROPF M OR AN AGENT AU1`HORIZED BY THE OWNER. BiIIIDING PERMIT RDQUIRED: YES ( ) NO (V At-4-)1iciint_'s Signature cp/BKmPFivr Address Telephone N:\WORD\CCMEV\ w I �P BLDG #6 bAY✓,iJ •I'L A x a TERRACE Poo'_ E �I 7�+r,� SPA I }h cot -- r Y161I h MA G —T—F-T I I I I I I I I I I I I RT�TY4) �) r l„nwN BLt)Q #8 i E f,ct )ss.o' r✓D �3 s �� THAM ROAD Date "'WED TIGARD 64c~ew" A* =J TI r Jmv TIC,%RD pAtc -�ot ......... ------------- ------------ CITY OF TIC3PRI., RUCEwIFST OF PAYMENT RECE=IPT NO. z91- 14312 CHECK AMOUNT a 10. OIL) NAME: WEST PORTLAND CONST. CASH AMOUN'r z 0. 010 11, All)C)RE✓SS a 5815 SW PATTON ROAD PAYMEN'T' DATE: 03/05/91 � OUPI)MOION POR 1 LAND, OR 97:2''1— C-'III;I�U�iE OF PAYMENT AMOUNT PAID PURPOSE OF PflYMENT AMOUNT PAID TON F'FCRWIT h_. 10. 00 I � I^ W000 SPRING APARTMENTS fi I GN PERMIT 91--0036 16100 SW 113'm -T OI FSI AMOUNT t O I D > 10. 00 I , s Li I' CITY OF T I GARD RE-:.CF'I r!T (IF PAYMENT RE:C;E I F.,'T NO. :9 1 10312 I ,; CHECK AMOUNT 10. OWN NAME: WEST 1* C3RTI—ANN,, CONST. CASH AMOUNT a 0. 00 ADDRESS r 815 SW PATTON ROAD PAYMENT DATE 03/05/91 SUBDIVISION PORTLAND, OR ` 722-1-- ('HRPOSE: OF PAYMENT AMOUNT PAID PURPOSE. OF PAYMENT AMOUNT PA I D -IT(:iN PERMIT i' 10. 00 I ; f WOOD SPRING AFIART MENT S SIGN PERMIT 91-0036 16 1 00 SW 113TH Tr1;•Al r-tMnl1N'F r,A I D — _. __.) 10. 00 � I �, ,7, 71 �?11�.�c ��yt •v2�ti � R INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 / Phone: 6639-4175 Type cf Inspection Date Requested Time — A.M.__ P.M. Address r Permit #_ � Owner ._ Lot - Builder The following Building Code deficiencies are required to be corrected: IF Presented to - - -- --.-- -— -- Approved Inspector -- - —— 67 approved Date - ".1.1G,� CALL FOR REINSPPCTION 0 YES ONO :-ITY OF TICAND RECEIPT OF PAYMENT RECEIPT NO. 9('.),--204576 CHECK AMOUNT v 167. 19 NAME ANDERSON POOLS CASH AMOUNT c 0.00 PAYMENT DA T'E (ADDRLSs a PORTLAND, OR 9722? - SUBDIVISION PURPOSE OF PAYME=NT PAID pliRPOSE OF PAYME.NT AMOUNT PAID 104.50 PLUMBING PERM 25. 00 F�CEI—DIN6 PERM 24.(to 57 . BUILD PER 7. MECHANICAL PE FLAN CHECK FE 6.00 jej)o` Ej SW J. 1-TH AVE 101'Al- AMOUNT PAID a C:?TYOF TIGARD RECLIFT 0;: PfWMENT RPEC_E- JPT NO. :90--204716 CHECK AMOUNT . 67. 9:n NAME ANDF-S[*-N P^CIFIC POOL� CASH AMOUN7 - C).o ADDRESS 1509 SW F'AT'l ON RD PAYMENT DATL' t CIR/31 1W) E3U 8 DI VI S I ON PORTLAND, OR ?7.301-- ("'UPPOSE OF PAYMENT AMOUNI PAID PURPOSE OF PAYMENT AMOUNT Pi4fr) fl.-AN C:HECK' FE 8- 6',jC 6 7. 977 .HAH PLACE API F'OOL. ANO SPA ,)t.-98 SW 113TH 11,31AI . AMOUNT PAID 67. 93 APPLICATION - STREET 1MPROVEMEN'I-/EXCAVATION COPY TO: (WHITE)•FILE ORDINANCE NO. 74-14 (YELLOW)-INSP. (PINK)-OTHER AGENCY' (INSTRUCTIONS ON SEPARATE SHEET) (BLUE)-APPLICANT APPROVED 1j;K APPLICATION NO.: —L— — C11'l' OF TIGARU, OREGON FEE_ AMT.: s 3x400'00 ---- NOT APPROVED ❑ (:I Iti' IIAL1. RECEIPT NO.! >'� p'}D_S(,:• PENDING FEE. PMT. ❑ - 8V -- .ijr_ DATE / / _ PENDING SECURITY ❑ PUBLlCV1�0.'tKSDEPARTMENT – – – – .. – – – – – – „ – – – – PENDING AGENCY ''OK" ❑ application and Progress Record MAI NAN1�,�.CEEBONDti -- PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION JUJJ� EXPIRATION DATE: _orip Year from PENDING VARIANCE ❑ —_ PERMIT NO _ ��>— -- DATE BY.�__ _-- -- i 1 I APPLICATION IS HEREBY MADE TO tXC AVA'TE FOR AND INSTALL PW'—1C street & storm saber improvements AS DESCRIBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. p��.�. d Construction Go. 5815 ,a'v L'att�yT�- Rd poctland or 97221 292-9437 APPLICANT West P b ---NAME ADDRESS —CITY FNONE CONTRACTOR (SaM) NAME__ AUDRES$ WB Wells & Assoc Inc 4230 NE ftemont St POCtland, OR 97213 2--5896 PLANS BY . _ -.— — CITY PHONE - — NAME AD )RESS ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): $ 85'u00-uu DOLLARS -_— ___u FOR OFFIS�UI/I/V•W 3/ . MIN, (2) EXCAVATION DATA. 0.04 xs__ = s— ---- STREET _ DESCRIPTION PROGRESS & INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTA]ED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM a QUA — - STREET PENINSPE - aW 113th A enue (see tach p l i) E'r 10N Q _ E ES TIM ATEDSTREET OPENING DATE:_�.—__—.__L—_._ / S — T ESTIMATED STREET CLOSING DATE: —__---- L--- E — --- BS,�)AO.00 _ STREET ( i) SECURITY NO. SECURITY AMT.: S -- CLOSED SURETY CO.: Srcurity Pacific Bank of Oregon FINAL c Pr"1 FIr.P cHEch _ cA9H n SON13 'x INSPEC. (Q) PLOT PLAN: INDICATE SITE PERTINENT PNY4ICAL--�— _ SPECIAL PROVISIONS / CONDITIONS: FEATURES, EXCAVATION LOCATION AND EXTENT, 1. Conditions Ot SDR 90-33 are applicable hereto. 2. All work shall conform to Ctty I Standards & Spl3cif ication3 and 1 to the City approved plan. - r � 3. Notify City inspector 24 hrs -x — - ------- prior to starting work 639-4171. 3W 113th Avenue I Z I (5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WOPK WHERE RIGHT-OF-WAY JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE Si ATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SECURITIES TO COMPLY WITH ALL PERTINENT L�WS AND CONSTRUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORK, AND TO SAVE HARMLESS THE (:ITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS }., 'l ICC ,l_.(,.1.. — DATE KJ .0 fo/ —� APPLICANTS SIGNATURE r.mvlaoo Alfred Charles Nelson Architect= 3948 East Burnside Portland,Oregon 97214 503.238.5910 August 14, 1990 Jim Jaqua City of Tigard Community Development Dept. P.O. Box 23397 Tigard, Oregon 97223 RE: DURHAM PLACE APARTMENTS Dear Jim: This letter is to inform you of a clarification of a note found on the Building Sections, Sheet No. 17 & 18. The particular note in question, "4x10 Beam Typ. at Int. Open'g", shown directly under the pre-manufactured roof trusses, are not required structurally. Since the roof trusses span and rest on the perimeter exterior wal Is, these 4x 10 beams are not needed on the .lob. Consequently, they were not included in the building frarnevrork. Your field Building Inspector, in doing a walk-through, brought this fact to Vlado Baricevic's attention. Dale Haller, Engineer of Record, was contacted and agreed that the 4x 10's headers were net needed. If you should have any questions regarding this matter, please feel free to contact me. Sincerely, CO— Alfred Charles Nelson cc John Zegar, Security Pacific Bank Vlado Baricevic i I i INSPECTION NOTICE �J C City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 / ' Type of Inspection 7 Time AM, P.M. Date Requested-- � Permit #_—�-- Address --� - of --- Owner_— -- ? guilder s are required to be corrected: The following Building Code deficiencie Approved Presented to --'---� / ❑ Disapproved Inspector Date ----- CALL FOR REINSPECTION ❑ YES ❑ NO PROJECT No; I4.✓3 DATE:. PROJECT CA �- F'o rz-t Pow- $E�U D nZ- "uj kt. ovc rs a F-ssUC ; URAL DESIGN NOTES Ile OFA44 rn Ch No. G 21,187, rn �/ �� 'p'��j.^' TgrF OF CN�� OL' 'e� ,r its:,,.. .._ i r r INEER vClB ,.�� • 1' OF Iq �JOM�'IN R. L.CJVN CON9ULl7NC1 FNCIINEER9 INC. 11p70o50 S.W. SKYYLINEE_ ©NUUL�:7VAArib TelApFi0ne (5C�i3 ?97 g37E36 riottta 06.13011900. AT 1e-30 c►�rr Po 2'� �s�rs'( e � , C0rJ4-- ico(z NII' oS'__ d / 10 f 2J --Z"��c S C� I� SFAG �S P1ao 5\i vi S Psf Ufc r I � r �� ►JCv� UMC f�u15H �, 660k ��' � 5��. � �d►.1 S ., �y"( �-� �ar4C� � CAD � D C log � lZ 14 C 6,01 Ccs� v►-� I� S , A T - � 2 I 00 fj o Q �p I� o r tic-, i � 1 --. , - T-f I G/_t L SSC-(10►�J NQS' CAO F IJP I►J Zj � P. �- ?IO r- S � �� :- 1'RFSS C 0 c OOF — I, l L� 30 OM4x, 23- J prop ' F!&clot 1 , 0 I 3`i4 2 v� Q u P( i 1)"EcL u Urn 23 ,�,2 I4, ys� FrZre�M� � FYes ; 1-7. 6 4 SPS C 7 VK. G 1 I C4 MPO Ne Q u C �rn �( ►� Zo 40 000 to WON - 4i� 1 � — ► - qn� � � oto w1►J7�u L ' vi = 2352 - . '1- 2 ,ac "5 ti 4C 'Dow M 'Dow n 3, s7 c �t I I S�4 2 . SuPc'a t2-� 4 6ti $r M ,�s�r M ,� -44-6 3lz _ _ go 1,77 b 4A,Ca x N1a x 'Qe P t N o S o N v ti 5vt Z M� � � ►� � �U26ou ' � 10 2 �L o N �3`)_---- u L L, ST 2 S � hd JY �or< 31�? i 4' �a C-o►�Tf� F(4x .d K IbrI, R4ce (sl �U C4' �� 1� �oe- 'DLd L� —� Ltj L L, P 0 tip C00Y \ WWW VJ ►►.�f� 1..o h P C -r fJS ►b til T 1.A �c 4+v rt n J RTF'oK.. �� CU1J1K�1�.�NGs cp►Jv nbo �4' el i5cer w c V +�Cb ns• TOO n� =t 1 frifa� �--- �J o �►� 54u N , Cal.. UV IJ CoW0tC'C _ 239 x I Ick It - 14s . Iz-14 SMS. - S-µ sc 2 Ew S 01 ITL 1` f LA Le p.t:''5!,G�J 750 , _ 57S -- - - 7 �y US �O eA_!�'°LJ 7/14 STM A L � 2 075 80 ldc ?,moo___ �2 — � Ilr� T� � r �►�hz oN VEft �C �'� D � Co��Guq'\ �N , u1 A L Ll- s l 2t' + Uw,a-x 2 AI►fot eh*e h.e62 U7 X 44 z 2 8 '1 , 3 ee C� I cl oo ( '- Q� '-0+2 M hX . C,oN�i '1 ►� 10 ),/ q"O 2�O 2- i �4 z � 7 1, 2G7131 x 2 s Nq� \V • 3 V1 � V v � { � I<I�� U S r S, b T�� S --------------- 6,1 Z j ',�� r� 2 SES aF c ows tz �1►6�6� OtAce I � CLIENT PROJECT PROJECT: 0 • fL FL) S'( S�C M DATE: e--.A 7/ OF GE e� 1 G Co IA i IJk1ISN S 4. X W WL 1 s io 11icy fC vie V-r. L L I -� 25 z 13 " rs�' ( - I'1 . I I MI 11, p. 8 ( gv I r I�IL u e)v 2 _ - , V 10 $ 70 I 12�3 I b LL Zo o 10 0 6 3 � Vl_awL� ---- a0 --- OZ50 . 1 ,, ,� Ip , 21•S I�� 1C �� ov O . x� /ld SN�f1,-Q►u . . . . . . . . i CLIEtJ i PROJECT PROJECT: I sjq S-q U DATE, -1/7 / ,l() CJ'.2_ to R l SISzem PAGE I o S�tl t Coo-0Mn� SU►-� �r SLI I GTOT)— - fi c a row 60 w oD nttrn• nn�tn%roan et 11,x` Ed CLIENT "'^ IFCT PROJECT: I1r��Q AV-%) Q PO y� T S-f S"{E• ,� DATE: 71 y n PAGE OF wUO D COL VWJ 17 N � (� 11 Ino C CIC �(kX d S � TL 2"1uc� ., 81, ZG �n 12 Ji (� 1 I?h b „ LA . . . . . . . . . . . . . . . . . . . . . . _ i CLIENT PROJECT - PROJECT: I�,3�`i VDATE: -7 U Qou F�tv Q�2 S"1a� OFGE 1Z I 1p 1 � In rc 20 c Q f-i<oJ�!U -- 2 (-11 r � 0M K, 6d- d fps J'Ia- eo lb � 1�' I� cc _ ."7 4 l . . . . . . . . . . . . . CLIENT PROJECT PROJECT: DATE: PAGE 1'j OF I . ?, BJ � I S C c�►��i�U l��! `1�'�rJ So Mr'►a �x� �r_ a W L t� sAA ,. .. _ 250 (q.0 FT. 3 _ 31`nll' Y 2 9 I � n l o r1 ' 1 4r- � u��STANc� CC 90 - - I 3,'l5 � h? , bl � 1i �n a • � 4 -i Jf� VOL, 091 �5 � JL2 2 t CLIENT PROJECT PROJECT: DATE: PAGE 1 �- OF 8 7C16 r o rljf-; ('00 rC 4� (� d rJ_ w L aJ p -- -- — ---- --_ —__ w WL Ifs � ��- o"' �41 J 2 4' C NEr V-- LL LL ' r.... i� �� '•t� d N � 1' )�'7��I Y � SL7 Y 1,C) 2 �+JC �r1 ,�.11, �I� -�� AT P 184 _ t 8 OF' TIGPiPT F,,ECETPT OF PAYMENT RECEIPT 140. /27 AMOUNT WEST PORTLAND CONS IPUCT. AI,101..INT DURHAm ROAD FSOJECT PAY'ttEt,ll* DATE 0 6 5815 ISM PA,rT0N RD SUDD I V I r-%I FIN ,��-�'n PUPHAM PLACE APTS POPTLAND. (]FOP. PAVIIENT AMOUNI PA I D r-t-IPPOSr OF P(AYPIENT AMOUNT PATI) PUILDING PERM 7 1�L)5. 6 -ST. PUILD PER VP 4 9. I IUALATTN VALL 14 167. 5() MECHANICAL PE ,6 51.(.) i:q.tiMS I NG PEPM TREET SrAL 920. (W) �EWEP IJ'-'-;A 18 20- .I 3 7 7.62. SO PAID eat asr INSPECTION NOTICE !' ' City of Tigard Building Department P.O. Box 23397 Tigard. Oregon 97223 Phone: 639-4175 �• i Type of Inspections — Date Requested /!'3/9C� — q __— Time A.M. Address 9Li/—�iC,/1/ Permit Owner_ 1�-�� r��G C F' l Lot # c� Builder The following Building Code deficiencies are required to be corrected: -- 14 Presented to _ �-( Approved Inspector ❑ Disapproved Date CALL FOR REINSPECTION YES (-�] NO I TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith Drive • P.O. Bnx 4755 • Beaverton, OR 97076• (503) 526-1469 • FAX 526-2538 May 30, 1990 West Portland Construction. 5815 S.W. Patton Road Portland, Oregon 97221 Re: Durham Park Apartments S.W. 113th Avenue Tigard, Oregon Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Life Safety Code (UBC), Mechanical Fire and Life_ Safety Code (UMQ, Uniform Fire Code (UFC), and other local ordinances and regulations. Revised plans submitted are not approved for construction. Please revise and resubmit with the following corrections: Item numbers Wthin this letter correspond to those items in the April 24.. 1990 letter. 1. Two_Hour Separation Wall: All structural members supporting (wall, etc.) trusses enclosed in one hour fire resistive construction adjacent to both sides of two hour area separation wails shall be of not be less 'ran one hour fire resistive construction. tJBC Ser. b04(e). This Plans Examiner coWd not find any notation on plans !o this resolvement. 2. Recessed Exit Stairways: Exit stairways that exit ten or more people (two per bedroom) shall comply with Uniform Building Code Section 3305(8&h). These exits do not, comply with the exceptions for exterior exit balcony. Therefore, walls and ceilings shall be of not less than one hour fire resistive con:3truct.ion. Doors sliall not be less than self closing or automatic closing twenty nunute fire resistive labeled assemblies (door, frame, hardware, etc.) fitted with srvoke gaskets (IJBC Sec. 3305(g&h)) Note A on Sheet #7 is invalid in i.h._ exit systems in two level units exit sixteen people counting two per bedroom, two bedrooms per unit, exiting four units, two upper and two lower. Detailed cross sections of these exit ;ryy&tems tihall be included on the plans showing cc,mpliance with construction required in UBC 3305(g). 3. Three Level Exitine Systems• Corrected. "H orking"Smoke Detectors Save Lives 14 West Portland Construrtion May 30, 3.990 Page 2 4 Exit_!1e S_ ,p_ read; Flame spread for vertical exit systems shall not, be not Chapter 42) Material daw sheet submitted greater than 75 or Class 2�(UB Class�(flame spread i. This is not an on L-P Liner-Seal siding acceptable fl:,wie spread for vertical exitway systems- Extension ystems. tion Walls: This 5. One Hour Fire Resistive Ex_ te_ rasion°�h�'`�'e exception orur st son g he one al,,pears to have been corrected with P hour note arrow has been wo hour area wall is required. This shouldawn to an arpa where t be revised to point to the exterior wall extending from and parallel with the two hour area separation wall. g, OneHour Construction: Corrected through additional installation of two hour separation walls. . Return Rends at Two Hour Fire Resistive Area Separation Walls: Corrected. g Openings s in Ito f. Corrected. 9. Five Foot Return Bend: Protection of openings in ceilings in this area adjacent the two hour area separation walls shall be provided with additional protection where penetrations interrupt t�lmembrane rnote if he problems will be Please provide details as to h corrected ill another mariner. eas i° note rations esThis Y liana Examiner did room fans, recessed lights and other appliancesPenet not find any elaboration on details for these penetrations or dryer for the fixtures to be used. Additionally, cane should be concerned about dry 10. Fire Resistive S stems: Corrects, 11. Handrail Height: Corrected. 1`L. Fire I3lockin 1 in Ste ed W,311s:. 1t waE nnt.ed that. the firelblloc ngowasuo�mg is ill the floor/ceiling levels in stepped wally. Fire blocking all bt across the dou'.:: jtud wall channels as In these situations. Noted some blocking was added but was not shown atall locations requiremblyd by the code. to Noted areas were where the second floor g the wall from the right hai:d side. 12A. Added Item: Two Hour Separation Wall Yana ets:. Please revise the stepped two will so that sheathing on both sides of the �a tionelly,I requirementslel not of Uniform Building in) to the underside of roof sheathing. Code shall be followed explicitly in lieu of parapet construction. UBC Sec. 504(e) West Portland Construction May 30, 1990 Page 3 13. One Hour Construction Throughout: This item has been corrected through the inclusion of two hour walls. 14. Club House Chemical SIorae. Storage for pool and club house shall comply with Uniform Fire Code requirements. This is noted as a field type item not applicable to be addressed on plans. 15. Club Holnse Double Door Hardware: Where exit doors are used in pairs, approved automatic flush bolts shall be used on the secondary leaf. The door having the automatic flush bolts must have no door knob or surface mounted hardware. The unla!thing of any leaf must not require more than one operation. UBC Sec. 3304 16. Approve(f Plans on Job Site: One set of approved plans bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. UBC Sec. 303 17. Insulation_Flame Spread: `Phe insulation, including breather papers and vapor Carriers which are not in contact with the upper surface of the ceiling and under surface of the floor, as the case may be, must have a flame spread rating of not to exceed 25 and a smoke development classification of not greater than 450 as measured on the Steiner Tunnel Test. Scale referred to as UBC standard No. 42-1. UBC Sec. 1713 18. Interior Finish: Interior finishes shall not exceed flame spreads of 25 for stairways, 75 for corridors, and 200 for other areas. Smoke density of materials used shall not exceed 450. UBC Chapt. 42 1.J. Ivieclianical Plans Required Plans referred to ar.d examined by tinis office contained no plans for heating or air conditioning systems. Unless electric baseboard heat is employed, complete mechanical system plans for the HVAC equipment and duct work must be submitted to and approved by this office prior to installation. UBC Sec. 302 20. Fire Extinguisher Requirements: Not less tivn one (1) approved fire extinguisher(s) with rating of not less than 2A1OB:G shall be provided for each 3,000 square feet of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall not exceed 75 feet. UFC Standard 10-1 21. Required Occu)acy rtificat.e: Prior to the lase and occupancy of the project (space), a certificate of occupancy or other written instrument of approval must. be obtained from the building department issuing the construction permit. UBC Sec. 307 West Portland Construction May 30, 1990 Page 4 If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, Gene Birchill Deputy Fire Marshal GB:kw / cc: Tigard Building Department ✓ Alfred Nelson, Architect 3948 E. Burnside Portland, OR 97214 i ,-�, tom +-✓- �-✓ �, i p(AyMENT CITY OF TIGArn) - RECEIF"T cA-iFGK. 0111(JUNT n 400. CI (,,AE;H AMOUNT C).CIO (:AE I WEST POPTLAND CONSTRICT PAYMENT UPTE 0'.--"29:'90 14 Lo D R E 5 81 rm PoTYUN F40 SURD W I F'.'f Dt%l f)UPHAI'l PL Aff P'T S P(MTLAND, OR 9T4'.'2A -- t4MOUNT PAID ti OF F-Avtl�lo, AMcolANT PATO PUPF-09E OF PAYMENT 00 PEV6`1 PLDG 6 00.1 00 HOUSs1 Uri 9 110,11LO!NG PERM G 100.(K." BUILY)ING PERM P�ALDING FERM 1014 F,(+WETS 4CA"'. X) 1(310L. t-! CITY OF TIGA RD OREGON 5-25-•90 Mr. Vladc Baricevic 5815 SW Patton Rd Poxtland, Ore 97221 Dear Mr. Baricevic, Permits for "Foundation" work only have been approved for the following buildings: Building Address Permit# Club House 16100 SW 113th MST90-0160 6 16180 SW 113th MST90-0180 8 16082 SW 113th MST90-0181 9 16044 SW 113th MST90-0182 There will be a fee of $100.00 per building for the permit. The fee wi11 be credited to the total building permit for each building. _ y� If you have any questions, please call me at 639-4171 Sincerely --� Brad Roust l Building official I X3125 SW Hall Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503}639-4171 --- ----- BIRCW ES Rule inq lat dial Centj% 4oy-�2I-� 3 � M AtLL� I IB �( II w LU VL Uma- x '073+e ,j I� SECEIVED V AY 2 9 1990 , �MUNITI O�IEIG�MEN1 MEMORANDUM BUILDING DEPPRTHENT To, planning, Engineering Dept. Respond By-'�) BAOMs -- �� ic�A _�_ __For Your Information DATSs _ %•. - _SJ.gii and Return I have been requested to isal.e , foundation permit for the above referenced project. Please let me know if this is possible, ASAP. Approved_` Denied /Ir, S By: i !l �& JfK.� 11 � 7X� bt Ier- ✓ oil in I( y &ttu Afizh4 � 4 ____- EKW MEMORANDUM BUII.DING DEPARTMENT TrJ: Planning, Engineering Dept• Respond By,�zJ= z � For Your Information FROM: — Sign and Return DWTE: SUBJECT: completed the plan review f,3r this project. Please The building department has nt's conditions are met, �,,a we may issue permits notify us when your departme... for construction. Approved for is.;uance of permits By:____------- Date: MEMORANDUM CITY OF TIGARD, OREGON DATE: May 23, 3990 TO: Mike Sheehan, Jim Jaqua, Tom Plescher. FROM: Brad Roast SUBJECT: Pre-job Conference There is a pre-job conference for the Durham Place Apartments scheduled for Thursday, May 31, from 8:30-10:00. It will be held in the building department area. Please plan to attend. � ae� MEMORANDUM BUILDING DEPARTMENT 7 TO: Planning, Engineering Dept. - Respond FROM: _._ For Your Information DATE: -7' ('7 y5ijn and Return sUB.7ECT: The building department has completed the plan review for this project. Please notify us when your department's conditions are met, so we may issue permits for construction. Approved for issuance of permits By- Dates y-Datei duf AUV' OOf 6� he I `%t' V C%�'C• 1 ,J yek, r MEMORANDUM BUILDING DEPARTMENT TO: Planning, Engineering Dept. Respond Bye % �l For Your Information ,:----*FROM: DATE: -7_,� Sign and R9turn it�ZA2-iJ Ate-) SUBJECT: The building department has completed the plan review for this project. Please notify us when your department's conditions are wet, so we may issue Pel-mits for. construction. Approved for issuance of permits By: ___ Date: iKI CO 1 14 J ,fig MW WHAUMWM N 1 CITYOFTIIFA 13125 S.W. 97 PIAN ( APPZ2ICATION 23 P.0.eon z33v� PLAx a= # 12--z4c ngaa a�v1 PERMIT # '7 �Q OCOS �eoa)a3v-am - COMMUNITY DEVELOPMENT DEPARTMENT �J DATE I�UED JOB ADDRESS: %6v/v�C��j��f j7i�G TA?C MAP/Lor LLS SUB: R...h� s LOT: LAM USE: J--2 - VAI,tumcv: .20C>, OCGIi - OWNER NAME: V/00/10r r•1, ✓1C REISSUE OF: _ ADDR[W: - 5b'7c�h .c-- IAST REISSUE: - �---- Po.f g 9ZZa! - FLOOD PLAIN/ SENSITIVE IAM: P1iONE: _ - APPROVALS REDUUIRM NAME:A_ N �IZ��.J Jc�� II4GINEERIlG: _ ADDRESS: SS/5' s'cy Pcr7`ft�ri h'd• __ FM DEPT F'o�i�yncy, OR 9-7221 -._ OTIER: PtIM: < -- 9 7 — _ ri�rss fir tr BUILDERS BOARD if: 0435 EXP DATE: IST/ • -� BUS TAX: AFiC7 1T1cIr_EQ2 CALOX- IONS: __-- NAI-E: 1-/�a/C' M/ Is�. z'1uzsS nom: -- F�.-�-�ra�� — cxx�gNis: o'c' x cajBCONTRACroblIS: PLUM: PF1001IT if Ak-f-T # DESCRIPTION ANXJUNr AWWr PD. BAL. DUE 10-432 00 Buildi ng Pertait Fees 10-431 00 Plumbing Permit Fees _. _ A 10-431 01 Mrchani(m l Permit Fees -- -- 10-230 01 State Building Tax (5%) �34,1 -- - Building — Plumbi ng Moci 10-433 00 Plans Check Fee Building -_-- Plumbing Mem 30-202 00 Se wr Oonnection -•-- 30-444 00 Sewer IMpectiun - 51-448 00 St-reset b-yst'E!m Lev Charge (SDC) 52-449 00 Parks System Dev ChargE (PDC) 31-450 00 arm Dralm-KIe Syst Dev Cu-g (SSDC) 10-230 06 FireTorAL -- -- RDC APPLICANT SIC HATURE- ReceivedBY ' _ �__-._-- Date Rece.ive9: / = .L�. of/3587P.WPF j/ v� MWIWW WAWIWIM�r CIT'r OF 7*113AI-:n 01- F'(iYMF-JIT RECEIPT NO. CHECI.', i-MICILINT e)161 . 10 NAME WEST PORTL,)ND CONSTs AMOUNT 0. 00 ADDRESS 5815 :�W PATTON RD PAYMENT DiiT[-- " SUK)TVISION PORTLAND, OR 9 7,1142'.2 1 16098 SW t I *7,1'H AYE rURFOSE OF PAYMENT AMOUNT PA 11) PURPOSE OF F'AYMF:NT NMOIJNT PAID BU I L.0 f NG PERM S JT�0-0013!-ej 687,. GO sr. BUILD PER 34. 15 CHECK FF 44 5 s,rorai Ew�,apj -,,Dc !Tiono.CIO 1, a 5e3 958 4514 05%15i199e 12$43 FROM Sadie's Word Procastimv r0 1-284-8330 P.01 Loverna Wilson, )r nvironmentai Consultant Botany Plant Ecology 1810 N.E. $eavy Avenue, Corvallis, Oregon 97330 (503) 752-4156 TRANSMITTAL DATE: 15 May 1990 To: Brad Schleining j W. B. Wails j 4230 NE Fremont. Portland, OR 97213 } Phone: 284--5896 I FROM: Loverna Wilson i PROJECT: Durham Place I TRANSMITTED: Wetland Delineation Report VIA: FAX 284-8530 a j COMMENTS: If you need more dettil on any of this, give roe a call. + I Haar Mr. aericov c: R 503 758 4'514 85/13/1990 12,48 FROM S4d1•'s Word Processlns TO 12848538 P.04 Loverna Wilson, Environmental Consultant Botany / Plant Ecology 1810 N.E. Seavy Avenue, Corvallis, Orcgon 97330 (503) 752-4156 14 May 1990 i I Vlado D. Baricevic Building contractor 5815 SW Patton, Road Portland, OR 97221 RE: Durham Plaice Project Wstland Determination Dear Mr. Baricevic: On May 4 of last week, at your request, I visited the Durham Place project site to determine if there were any wetlands present in a particular portion of the project site. I found that there were no wetlands present in that area. This letter documents my observations and the results of the determination. Site Description i The site is located in Tigard, at 113th and Durham Road, the southeast quadrant of that intersection . The project arca is planted to meadow grasses over most of the site. The arra of interest is a drainage channel that begins at a culvert on the south aide of Durham road, and flows south across the project Property. The area of concern is the first 300 ft of the stream channel , from Durham Road to the first_ Douglas fir encountered downstream. The upper 200 ft of the stream channel is a gently sloped Swale lined with Himalayan blackberry. Moving down tho channel, the side embankments become steeper and develop a shrub community comprised of black hawthorn, serviceberry, hazel and cherry. Farther downstream is a riparian forest of red alder, western red cedar, and Douglas fir . Methods I This wetland determination was made using the techniques described in the Federal Manual for Identifying and Delineating J'!risdictional Wetlands (Federal Interagency Committee for Wetland Delineation, 1989 ) . The manual focuses on the three criteria listed below that must be met: 1 . A wetland must be inundated or saturated with water at some time during the growing season of the prevalent vegetation (usually seven days or more) ; i r r eq r i S 503 758 4514 TO 12949559 S ,, - -a-�3- ei13g .1,21 r7ia11 �eO �ed.��4�tt•}� s.. .. .. 14 May 1990 which are that are 2 . A wetland must have hydricsils,daring the growing h ngseason saturated °anaerobic enough and to develop !! 3. A wetland must support a prevalence of hydrophytic (water- at has Mor loving) ieaaadaptedhto we soileconditions than 50 percent of the plant spec There are some exonto (hydrology, this isoilsor ewhere one or more vegetation) have of the original components rology, rwige, all three c been disturbed or altered; a as jothe griadictional w et riteria must be met to class Y I ree Site conditions evaluated along studied the stream drainagedandlinhthe ` i criteria adjacent uplands. Results and Discussion H drolo i Hydrology is considered the driving force of wetland ecology. The criteria for wetland hydrology rr 18 iinche res that of the water table must s 1ppoorly-drained, or very poorly- soil for somewhat poorly-drained, must f ora i e signif/ respec icant period iduring allin Cases, Cgrowinga season, usuallyua week or more. 1 The hydrologic feature of the Durham Place site is the small stream channel . it begins at Durham Road 86 outfall from a culve:t , under howeverA theroad. sr.r.�,amside channel haa are moder ses in thbeeneditched , andeis I sloping, ' to two feet deep and two Leet wide along the first 15 about one stream. Capillary action seems to conduct water into feet of a to the channel oco o thesoilsidejace but tonly at the depth of the t ttom ofhechannel on e (12•-24 inches) . Farther downstream, in the wooded section, the stream follows a more natural channel. T btmksl sloping swayflows stream fromalon�he chi shallow scream bed with steeps g stream. soil is wet adjacent to the stream but moisture does not extend up the banks. I I i!e s 503 756 4514 P5i15/1990 12e49 FROM Sadie's Word Processing 10 12840530 P.95 Durham Place - Wetlands Oetermination Page 3 14 May 1990 Determination: Since the growing season is well advanced in the Willamette Valley, and there is evidence of soil saturation, wetland hydrology is present at the bottom of the channel and may extend for about 6-•12 inches on each side of the stream channel. Soils Hydric soils usually develop certain morphological characteristics due to prolonged wetness. These are listed in Hydric Soils of the United States (SCS 1987) and the federal delineation manual (F'oderal Interagency Committee for Wetland Delineation 1989) . According to Washington County soil surveys, the soil along this drainage is Verboort silty clay loam, a poorly drained soil which is classified as hydric by the Soil Conservation Service i,SCS 1967) . The predominant soil on rest of the site is the Quatama loarl, a moderately well drained upland soil. Determination: Site examination confirmed the presence of hydric soils with soil characteristics typ+cal of Verboort silty clay loam on the site. These soils were in the stream Channel, and extended about one foot on either side of the channel . Vegetation On a species by species basis, plants can tolerate different ranges of soil moisture. For the purposes of determining wetland or hydrophytic vegetation, plants are classified into five categories based on their frequency of occurrence in w&tlands . The categories are obligate wetland plants (OBL) , facultative wetland plants (FACW) , facultative plants (FAC) , facultative upland plRntr. (FACU) , and ooligate upland plants (UPL) . There are two other designations: no indication (NI) is for those species which lack saifficient information on their frequency of occurronce in wetlands; and not listed (NL) is for those species that are not included in the National. List of. Plant Species That Occur in Wetlands (Reed 1988) . It is frequently inferred that NL species are UPL. The criteria for determining it a site, under normal conditions, has hydrophytic vegetation is that the site must have more than 50 percent dominance by OBL, FACW, and/or FAC species. The upland meadows are dominated by a variety of non-wetland grasses, legumes, and other herbs. Common species include tall fescue (PACU) , orchardgrass (FACU) , clovers, and vetches. 503 752 4514 05/15/1990 12149 FROM Sad1s's Word Precsslln0 TO 1204e530 P.ee Page 4 Durham Place - wetlands Determination 14 May 1990 At the upper part of the stream channel , where it pasBes thryAn ough the meadow gr Near , thsculvertant outfall► species areaaa few blackberry (PACU) yeas (FACW) , and at one opening in small patchas of reed can l ere is sumo '.tivetgral;e (FAC) and two the Himalayan blackberry, nor the most part, however , small clumps of soft rush (FACW) . lane meadow spraciea grow to the edge Of the blackberry the up yaws under the blackberry. thickets, and little or nothing g In the shrubby lower part of the channel, the stream has cut down deeper, and the ban'Kc� are steep and high. The dominant woody ry species are black hawthorn (FACT , Saskatoon UPG)iceJther (PACU) , western hazel (NI) , and cultivated cherryFACU)(r tell (7regon shrubby species include Himalayan blackberry grape (UPL) , and willow. Underctory s blackberry includePeciflf swox These (III) - (M) ,, bracken (PACU) , and trailing predominantly upland specir's extend down the banks to the stream channel . Determination: JurisdictioOBL 50 percent dominance by , wetlands and/or have more lc PAG epoCies vegetation along the stream channei and the adjacent meadows ! is dominated by UPL and FXCW species . The nit* does not have hydrophytic vegetation. I Summary of Wetland Determination Jurisdictional wetlands are defined by the "common area" where all three parameters--wetland hydrology, hydric soil, and hydrophytic vegor_ation-'-are present. There are no areas it c®the rar in the site we examined that ha° all etreamthree channelp ands there s There is hydric soil along t hydrology, but there is not a limited evidence 0 tic vegetation . dominance of by P Y A previous r®port confirms those observations-ie ewer lira farther ways conducted in prapacation of installing downstream, thQ wetlands along the stream channel OCCUrr9d below igated for this report is between 140 ' elevation. The area invest 150' and 16e ' elevation. If you have any further questions, or need more details s, ploaAC "'ive me s call. regarding my finding / Sincerely, i Loverna Wilson Plant Ecologist ,I I XF ! ■1 ��ffm's 1 503 75-1 0387 MAY 15 190 13:53 CAMPUS PRINTING 27E P01X06 Durham place - Wetlands Determination Page 5 14 May 1990 References Federal Interagency Committee for Wetland Delineation. 1989. Federal Manual for identifying and Delineating Jurisdictional Wetlands . US Aimy Corps of Enginers, US Environmental Protection Agency, US Fieri and Wildlife Service, and USDA Sol], Conservation Service, Waahi gton, DC CCooperative technical publication. 76 pp. P pp Reed , P. 8. , Jr . USFish and 1988 . llational List oF, aSpecies Wildlife occur in Wetlands: National Summary. ServiClp Biological Report. 88 (24) . X44 PP- Soil Conservation Service. 1982 . Soil Survey of Washington coeraOregon . USDA Soil Conservation Service in ptin with OregonAgriculturalExperiment Soil Conservation Service, 1937. Hydric Soils of the United States. USDA Soil Conervation Service in cooperat_:n with the National 'technical Committee for Hydric Soils. � MEMORANDUM BUILDING DEPARTMENT Engineering Dept- Respond By-LLL-111- TO: Planning, Eng g P _por Your Information FROM: _ Sign and Return RATS:��../�" (—/�" SUBJECT: I have been requested to issue a foundation permit for the above referenced project. Please let me know if this is possible, ASAP- Approved Denied i _ - By: - `/ MEMORANDUM BUILDING DEPARTMENT Respond By TO: Planning, 8ngine°ring OPt- For Your Information FROM: Sign and Return DATE SUBJECTS emit for the above referenced I have been requested to issue a foundation pe ASAP. project. Please let me know if this is Possible, Approved DeAied , �O J�'x 4- y �y � V X/ - • /v y_141 UALATIN VALLEY FIRE & RESCUE ANDA1 -Iron BEAVERTON FIRE DEPARTMENT ;728-59110 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 April 24, 1990 West Portland Construction 5815 SW Patton Road Portland OR 97221 Re: Durham Place Apartments SW 113th Avenue, Tigard Gentlemen: This is a Fire and Life Safety Plan Review and is based on the 1988 editions of the Fire and Life Safety Code (UBC), Mechanical Fire and Life Safety Code (UMC), Uniform Fire Code (UFC), and other local ordinances and regulations. The plans are not approved. Please revise and resubmit with the following corrections. The fire district highly recommends that access be provided between this development and the development adjacent East at the Southeast coiner where roadways come within a few feet of each other. If nothing else, provide an emergency crossinj that will support fire engine and emergency apparatus so that multiple ways can be gained to either your project or to the adjacent project. 1. 2-Hour Area Wall: All structural members supporting (walls, etc.) /� cusses enclosed in the 1-Hour fire resistive construction adjacent to V ✓ both sides of 2-Hour area separation wall s!iall be of not less than 1-Hour fire resistive construction [U.9.C. Section 504(e)]. 2. Recessed Exterior. Stairways: Exit systems that exit ten or more people �.zr4i•,; (two per bedroom) shall comply with Uniform Building Code Section 3305(g) .,•,rS and (h) . These exits do not comply with the exceptions for exterior exit o0z"'`' �'' balcony. Therefore, walls and ceilings shall be of not less than 1-Hour J v-� ffTe resistive construction. Doors shall be of riot less than self .r r* or automatic closing 20 minute fire resistive labeled assemblies rr ` 3r+ (door frame hardware, etc. ) fitted with smoke gaskets (U.B.C. Section i f �j'If� 3305(8) and (h))• �> JCL f)e 0, f r, o{7 o.�' S 3. Three-Level Exiting Systems: Where there are three or more levels of �-�- exiting doors and windows or other openings within 10 foot horizontal of the exiting system, they shall be protected with riot less than 3/4-Hour fire resistive self or automatic: closing fire resistive assemblies. I� Where this item and item 2 above are conflict, the most restrictive of ___,,-'each shall apf .y (U.B.C. Sert ion 3306) . Crnnke Deterfnrc gnve 1 iv" 1 i I 4------ ,_..�_.--- -- - � _._r.------�.._.� _. � � I ______ __ _ ____ �� : �, ,, t 1 --�" , � � � .�� - �_ Page Two, April 24, 1990 (� l Plan Review, Durham Place Apts 0 /1 4. EXitway F1 ma e Spread: Flame spread for vertical exit systems shall be V not greater than 75 or Class 2 (U.B.C. Chapter 42) . L p „0 w '�ri--Si� c- 5- S J•✓_,,. , r c�� {f rrz �- rr o S (c) i 5' One-Hour Fire Resistive Extension of 2-Hour Area Separation Wall: 1-Hour 1 walls shall extend in line with the 2-Hour fire resistive alta separation wall on the front of the buildings similar to the way it is shown on the back of the buildings (U.B.C. 504(e)). 6. One-Hour Construction: These buildings are greater than 3,000 square feet on the level above the first floor level. Where buildings are r�,,'. greater than 3,000 square feet between area separation walls, buildings shall be of not less than 1-Hour fire resistive construction throughout. �. Return Bends at 2-Hour Fire Resistive Area Separation Walls: One-Hour fire resistive system shall be utilized of a 1-Hour fire resistive ceiling/roof system of a listed ceiling/roof assembly shall be used on the bottom of the trusses within this area. 8. Openings in Roof: Openings in roof shall not be placed closer than 5 feet to the area separation wall. Where return bends need to be ventilated the return bend may be made at the 6 foot break adjacent to a truss system and the vents placed between 5 and 6 feet marks. 9. Five Foot Return Bend: Protection of openings in ceiling in this area adjacent to the 2-Hour area separation walls shall be provided with additional protection where penetrations interrupt the membrane of thu �dire resistive system. Please provide details as to how this will occur. Areas to note are recessed bathroom fans, recused lights, and other appliances or penetrations. 10. Fire Resistive Systems: Fire resistive systems shall be called out by test lab number, and/or Uniform Building Code Table 43 and item number. A complete description of assemblies shall be included on the plans for review and approval. The description of the assembly shall include materials, fasteners, fastener spacings, and other items included within the system for construction of the system. 11. Handrail Height: Handrails shall not be closer than 34 inches to nor 0/<, greater than 38 inches above the nose of stair treads, measured „`__ver.tl-ea14y. above the nose of the stair treads. �. Fire Blocking in Stepped Walls: It was noted that fire blocking was missing at floor and ceiling levels in stepped walls. Fire blocking i , shall be continuous across double stud wall channels in these situations. -~13. One-Hour Construction Throughout: It was noted that in Buildings 0, 417, 4110, and #11 either a 1-Hour shall either be constructed of 1-Hour fire resistive construction throughout, or additional 2-Hour walls shall be p((-/- provided to reduce areas to less than 3,000 square feet above the first floor. v Pager Three, April 24, 1990 Plan Review, Durham Place Apts 14. Clubhouse: Chemical storage for pool in Clubhouse shall comply with Uniform Fire requirements. 15. Double Door Hardware: Where exit doors are used in pairs, approved automatic flush bolts shall be used on the secondary leaf. The door having the automatic flush bolts must have no door knob or surface mounted hardware. The unlatching of any i.e<if must not require more than one operation. UBC Sec. 3304 16. Requi^ed Occupancy Certificate: Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument )1 of approval must be obtained from the building department issuing the construction permit. UBC Sec. 307 17. Insulation Flame Spread: The insulation, including breather papers and vapor barriers which are not in contact with the upper surface of the ,J ceiling and under surface of the floor, as the case may be, must have a ie flame spread rating of not to exceed 25 and a smoke development r—f7 classification of not greater than 450 as measured on the Steiner Tunnel Test scale referred to as UBC Standard No. 42-1. UBC Sec. 1713 18. Interior Finish: Interior finishes shall not exceed flame spreads of 25 Y- for stairways, 75 for corridors, and 200 for other areas. Smoke density of materials used shall not exceed 4501. UBC Chapter. 41 19. Mechanical EquipmentApproval: All heat producing and electrical 1 equipment and appliances installed in conjunction with the construction dry or occupancy of this project must be approved by Underwriters 6' Laboratories, Inc. or other nationally recognized testing agency and i w installed in accordance with the testing Ggency's specifications. UMC Sec. 502 20. Fire Extinguisher Requirements: Not less than one (1) approved fire extinguisher s) with rating of not less than 2AIOB:C shall be provided r 41 for each 3,000 square Feet of floor area or fraction thereof. The travel distance to an extinguisher from any port.iun of the building shall not exceed '75 feet. UFC Standard 10-1. 21. Approved Plans on Job Site: One set of approved plans bearing the stamps of the building department issuing the construction permit and this office must be maintained on the project site throughout all phases of construction and must be made available to building and fire inspectors for reference during required construction inspections. UBC Ser.. 303 Page Four, April 24, 1990 Plan Review, Durham Place Apts i 22. Re uired �u anc rtificate: Prior to the use and occupancy of e projec space a certificate of occupancy or other written instrument of a roval st be obtained from the building department issuing the co truct permit. UBC Sec. 307 If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, Gene Birchill Plans Examiner GB:bjl:4314e cc: File: Bldgs. 1-11 Club House cc: Tigard Bldg. Dept. cc: Alfred Nelson, Architect i April 17, 1990 Vlado D. Baricevic CITY OF T'G;RD West Portland construction 5815 S.W. Patton Road OREGON Portland OR 97221 Rv:: Oak tree protection Durham Place Apts. (SDR 90-03) ��-- Dear Mr. Baricevic: I would likes to clarify the city's intention regarding condition 20. (attached) of the recent Director's Decision for the above project on Durham Road and 113th Avenue.. In addition to the fencing around the drip line of the large Oak tree near the northeast corner of the property (see attached site plan), the following activities are prohibited within this area unless approved by a qualified arborist: 1. Tilling the soil below a depth of four inches. 2. Trenching of any kind, including landscape irrigation systems. 3. Maneuvering or parking of equipment or materials storage that would cause any degree of soil compaction. 4. InstallaLion of paved or gravel surfaces. It was also recommended by the arborist who supervised the work for the adjoining apartment complex that the protective fencing be installed ten feet beyond the drip line of tha+ Oak tree. Also, he urges that watering within the drip line area be kept to a minimum and that only drought tolerant vegetation be planted. I think that this extra protection effort is warranted considering the benefit of maintaining the long term health of this tree. Please call Jerry Offer or myself if you have any quesitionB. Sincerely, Reith S. Liden Senior Planner c: Jerry Offer Barad Roast Keith Jackson SARI(--VIC/kl 13125 SW Half Blvd.,P.O.Box 23397,Tigard,Oregon 97223 (503)639-4171 — -- R 14. Building permits will not be issued and construction of proposed public improvements shall not commence until after the Engineering Division has reviewed and approved the public or construction improvement plans and a street opening pe 100 construction compliance agreement has been executed. A pe rcent performance assurance or letter of commitment, a developer- engineer agreement, the payment of a permit fee and a sign installation/streetlight fee are required. f " ►FF CONTACT: John Hagman, Engineering Division (639-4171) . 15. The proposed privately-uperated and maintained parking lot and/or roadway plan-profile and cross section details shall be provided as part of the public improvement plans. STAFF CONTACT: Gary Alfson, Engineering Division (639-4171). 16. Additional right-of-way shall be dedicated to the Public along the Durham Road frontage tO increase the rigi,t-of-way to 45 feet from the centerline and to provide area for a 25 foot radius curb return and sidewalk at the 113th Avenue intersection. The description shall be tied to the existing right-of-way centerline. The dedication document shall be on city forms. Instructions are available from the Engineering Division. STAFF CONTACT: Jon Feigion, Engineering Division (639-4171) . 17. Additional right-of-way shall be dedicated to the Public along the 113th Avenue fronte.ge to increase the right-of-way to 25 feet from the centerline. The description shall be tked to the existing right-of-way centerline. The dedication document shall be on City forms. Instructions are available from the Engineering Division. STAFF CONTACT: Jon F� igion, Engineering Division (639-4171) . 18. A grading plan shall be submitted showing the existing and proposed ccntours. A soils report shall be provided detailing the soil compaction requirements. STAFF CONTACT: Greg Berry, Engineering Division (639-4171) . 19. An erosion control plan shall be provided as part of the public improvement drawings. The plan shall conform to "Erosion Control Plane - Technical Guidance Handbook, November 1989." Z0,/ A tree removal pex,ait shall be obtained prior to removal of any trees with a caliper in excess of 6 inches at 4 feet above grade. In order to protect trees within the ravine area, temporary 1 fencing of a heiqht of no lees than four V shall be installed along the edge of the wooded area. .Fencing must also be installed on the dripline of the large oak tree located near the site's eastern property line. Fencing shall remain in place until the completion of all construction activities the site. STAFF CONTACT: Jerry offer, Planning Division, (639-4171 ) . NOTICE OF DECISION - SDR 90-0003 - BARICEVIC Page 10 60 � L i PT 11°� i - I G.O. ��_ • r I ` p x.83 r ILacS ,p yo� � iNGrfALI- YroP Z'MIIN v »o' o ` m I � Int I 1 MA BOXE 1 I _ LL �.N. I �'� I • f Ll. IZ`AN J I -- -- -i /,�• o f 11 r+ I / T 1 v1 I I I LI I G � I`rt,-- � t Z° IPr TG I I _ t A d I t BLDG #9 1 x 1 �T 1 II t F. N E E - i2„ - w W1 � - I Z"' M.! OF y'GiJ(Arad I Z•��G,.� CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW SDR 90-03 VLADO BARICEVIC APPLICATION: A request by Vlado Baricevic for Site Development Review approval to allow development of a 172 unit apartment complex on an 8.73 acre site. Zoning: R-25 (Residential, 25 units/acre) Location: southeast corner of SW 113th Avenue and Durham Road (2S1 15A, Tax Lots 1700 and 1300) . DECISION: Notice is hereby given that the Planning Director's designee for the City of Tigard has APPROVED the above request subject to certain conditions listed on pages 8 through 11. The findings and conclusions on which the decision was based are noted below: A. FINDINGS OF FACT 1. Background The subject site was annexed to the City of Tigard in October, 1983. The site has been designated for Medium-High Density Residential use by the Comprehensive Plan and has been zoned R-25 since annexation. No land use or development applications regarding this site have been reviewed by the City of Tigard. 2. Vicinity Information The 94 unit Sycamore Terrace Apartments are under uonstruct',,n on property zoned R-25 to the eaot of the subject site. Properties to the north are zoned R-25 (PD) (Planned Development), are developed with apartments, and are located within the Summerfield planned community. The Tigard Towne Square shopping center is located to the west across SW 113th Avenue on property zoned C-G (General Commercial) . Properties to the south are presently within Washington County but are within the City of Tigard's active planning area. Plan designations are provided for these parcels by the Comprehensive Plan Map. A 1.0 acre parcel designated for Medium- High Density use, which presently contains a single family residence, is located immediately south of the subject. site. This parcel shares 484 feet of the subject-. property's 594 foot southern boundary. The remaining 100 feet of this border is shared with a parcel which is desiynated for Low Density Residential use by the City of Tigard's Comprehensive Plan. The shared border between the subject site and this second adjacent parcel is within the wooded ravine area which extends to the Tualatin River. 3. Site Information and Proposal Description The 8.73 arse suhject site is an open, undeveloped field cut by a ravine in the eastern third of the site. The site has 594 feet MITICF, (q, Iit?rlhlo14 - SDR 90-0003 - BARICEVIC Page 1 of frontage on Durham Road and approximately 760 feet of frontage on SW 113th Avenue. Durham Road is classified as a major collector street by the Comprehensive Plan's Transportation Map. Durham Road is scheduled for major improvements and widening this summer. SW 113th is functionally classified as a local street. The applicant proposes to develop a 172 unit apartment complex on the site. The development would include eleven 2-1/2 story tall residential buildings. Also proposed are a single-story office and recreation building, an outdoor pool, a spa, and a putting yreen. Recreational facilities would be located in the northwestern corner of the site. The development is designed to have three accesses to SW 113th Avenue. The northernmost access will be approximately 150 feet south of the centerline of Durham Road, directly across from the driveway from the Tigard Towne Square Shopping Center. The other driveways would be located 150 feet and 350 feet south of the first driveway. Half street improvements are proposed to be constructed along SW 113th Avenue, including 20 feet of pavement from the road's centerline, curbs, sidewalk, storm drains and streetlighti.ng. Twenty-five additional feet of right-of-way along Durham Road will be dedicated for future street improvements. No improvements to the site's Durham Road frontage are proposed. Internal circulation for the development will be provided by a network of 24-foot wide roadways. An eastern segment of the roadway system would extend parallel to the ravine and the Sycamore Terrace Apartments site to the east. Thirty-six apartment units would be located in the two apartment buildings along this easternmost driveway. The driveway would terminate with a hammerhead-type vehicle turnarOL.nd approximately 170 feet from the end of the driveway. Eight garages would be located at the southernmost end of this eastern driveway. A total of 287 parking spaces would be provided including the 8 garages, 176 carport spaces, 97 uncovered parking stalls, and 6 uncovered handicapped spaces. The designated handicapped spaces are all located on the western one-half of the site. The proposed site plan calls for approximately 398 of the site to be landscaped. The landscaping plan calls for maple trees to be located within the development site and behind a fence along the site's border to serve as street trees along the Durham Road frontage. Maple trees would also line the proposed development's Pastern border with the Sy%:amore Terrace Apartments. A number of linden trees would be located along the southern border of the site. Landscaping alonq the SW 113th Avenue frontage would include a combination of hornbeam trees, arborvitae, Douglas fir, and other smaller bushes and shrubs. The landscaping plan also provides for the provision of three picnic areas scattered NOTICE OF DECISION - SDR 90-0003 - DARICEVIC Page 2 throughout the site including one area in the far northeastern corner of the site underneath the large oak tree located just to the east on the Sycamore Terrace property. The landscaping plan also calls for a 6-foot tall fence to be located along the Durham Road frontage and a sign to be located at the intersection of 113th Avenue and Durham Roade. The development .is proposed to be connected to the public sanitary sewer system through installation of an B-inch private sewer line connecting to a proposed Unified sewerage Agency public sewer line within the ravi-ne to the south. Unified Sewerage Agency has applied for a Sensitive Lands permit for installation of the sewer line in the drainageway through a separate application. Water service to the site exists from a 12-inch line along Durham Road, and an 8-inch line along SW 113th Avenue. Water service development on the site would include installation of six fire hydrants. Storm water drainage would be provided through storm sewers draining to the ravine on the edstern third of this site. 4. Agency and NFO Comments The Engineering Division has reviewed the proposal and offered the following comments: 1. The site fronts onto Durham Road and 113th Avenue. Durham Road is a 2 lane paved road classified as a major collector. street. The exi9ting right-of-way is 20 feet from the centerline whereas 45 feet is required for Durham Road. Thi.s additional right-of-way is shown appropriately on the submitted plans. Additional right-of-way must be dedicated at the intersection of 113th Avenue to allow a 25 foot radius curb return and sidewalk to be constructed within the public right-of-way. Improvements to Durham Road, typically required of developments such as this, should not be requires: since the Major Streets Bona is providing for these improvements. The future curb will transition from the existtng width west of 113th Avenue to the standard 22 feat from centerline along the sites frontage. 113th Avenin is a two lane paved local street, improved on the opposite side through the recent development of that site. Half street improvements should be constructed, as shown on the submitted site plan, to local street standards along the site's frontage. 2. Three acceunes are proposed to the site off 113th Avenue and none are proposed to Durham Road. Access to Durham Road is not recommended since an alternate access exists off 113th Avenue . NOTICE of DECISION - SDh 90-0003 - BARICEVIC Page 3 3. A traffic analysis should be performed to determine if right and left turn lanes are warranted for vehicles entering Durham Road from 113th Avenue. The analysis should consider the full development of areas to be served by 113th Avenue to the south, this apartment complex, and the commercial development across 113th Avenue. Traffic volumes for the commerr;ial site and for Durham Road are available from the Engineering Division of Tigard. 4. Since the site contains a large drainage Swale, storm drainage is provided. However, the drainage swale should be evali.iated to determine if wetland areae are involved within the swale. A Corp. of Engineers permit should be pursued to determine the limits of any wetland area and how much fill can be allowed within any wetland area. Sanitary sewer and storm drainage lines are proposed to be installed within the Swale. Since the swale contains slopes in excess of 25 percent and is a drainageway, the installation must comply with the Sensitive Lands requirement of the TMC Section 18.84.040. 5. The site is to be served by public sanitary sewer at the southeast corner of the site. The sewer service is to be provided by a local improvement district formed through the Unified Sewerage Agency. Tigard School District 23J has reviewed the proposal and has commented that the proposed apartment complex is located within the Templeton Elementary/Twality Junior High attendance boundaries. This complex is expected to generate 42 new students for Templeton Elementary and 69 students at Twality Junior High. Because 2.7 other developments are also now being planned c..- rinstructed, prospective occupants of this development should be advised that students may need to be bused to other schools in order to accomodate this growth. After the District completes its new middle school in 1992, there should be room available at Templeton Elementary and Twality Junior High schools to accommodate the anticipated additional students. The Tualatin Valley Fire and Rescue District has reviewed the proposal and has provided the following comments: 1. The District recommends that an emergency access be provided along the site's eastern boundary connecting with the internal roadways for the Sycamore Terrace Apartments; 2. "No Parking, Fire Lane, Tow Away" signs shall be posted at the turnaround on the eastern edge of the site in accordance with ORS 478.910; NOTICE OF DECISION - SDR 90-0003 - BARICEVIC Page 4 WW AM 3. Fireflow shall be provided an required by the Uniform Fire Code. NPO #6 has reviewed the proposal and has provided the following comments: 1. More lighting is needed in the proposed development's far southeast corner garage area; 2. The proposed landscape buffering along the southern border ►nay need to be increased; 3. The NPO recommends that one of the picnic areae be converted to a children's playground for the ties of the tenants; 4. The hammerhead turnaround for emergency vehicles in the southeast corner does not appear to provide adequate area in accordance with Code requirements. The Park Board has reviewed the proposal and has recommended tl.mit the eastern side of the site be left undeveloped. The Park Boar-i recommends that the developer consider a combination of sale and dedication of this area for development of a ravine/parkway connection with a trail to the Tualatin River Greenway. The Park Board feels that this proposed greenway connection would be a great asset to the proposed development as well as to the City. However., if development of this greenway area un the eastFrn third of this site cannot be accommodated, the Park Board would like the area within the drainageway to be dedicated for greenway purposes. The Building Division, Tigard Water District, General Telephone, PGE, and the Metro Area Communications Commission have reviewed the proposal and have issued no comments or objections. No other comments have been received. B. ANALYSIS AND CONCLUSION Proposed site improvements comply with Community Development Code R-25 zoning district (Residential, 25 units/acre) requirements for netbackb, building height (35 foot maximum height) , lot coverage (maximum allowed site coverage of *15%; 61% site coverage proposed) , and landscaped area (25% minimum required; 39% site .landscaping provided) . Multi-family residences are a permitted use in the R-25 zone. The proposed number of dwelling units, 172, complies with the permitted density standard as applied to thin parcel. Plan and Code standards would permit in excess of 200 residential units on this site. The proposal also complies with Code standards for internal roadway widths, total parking spaces (258 parking spaces required; 287 total NOTICE OF DECISION - SDR 90-0003 - BARICEVIC Page 5 I parking E )aces provided), covered parking (172 covered spaces required; 184 covered spaces provided), and provision of 6 designated handicapped parking spaces as required. The site plan also satisfies Code requirements for private and shared outdoor recreational areas, site and parking area lighting, and number of accesses. Issues of special significance regarding the proposal are detailed below: Landscaping/Buffering The landscaping proposed satisfies Code standards for amount of landscaped area and for street trees along Durham Road. Parking area landscaping requirements are also satisfied. However, modifications to the landscaping plan will be necessary to provide for an adequate number and type of street trees along the site's SW 113th Avenue frontage. The landscaping plan must also be revised to remove oversized landscaping materials from the required vision clearance areae at the intersections of internale driveways with SW 113th Avenue and to modify the fence at the site's 113th Avenue/Durham P.oad intersection. Landscaping, fencing, and signs within required vision clearance areas may not mock motorists' or pedestrians' vision between 3 and 8 feet above grade. In addition, the landscaping plan should be revised to provide additional landscaping or fencing along the site's southern and eastern borders to provide privacy for the residents of the proposed development and adjacent properties. The present landscaping plan calls for a combination of linden and maple trees along these borders. Additional understory landscaping or screening would serve to also provide low level privacy not afforded by these trees. Park Dedication/Park Access: Comprehensive Plan Policy 3.5.3 requires that developments which include land within and adjacent to floodplain areas and drainageways dedicate sufficient land area for the development of a greenway/open space system. The ravine on the eastern portion of the s.►bject site is designated as a drainageway on the Comprehensive Plana Floodplain and Wetlands map. The ravine is lirgely undevelopable because of its steep slopes. Several pieces of thio ravine have previously dedicated to the City of Tigard as conditions of approval of the Dover Landing II and Rebecca Park subdivisions and the Sycamore Terrace apartments. The site plan notes that the ravine area below the 140 foot elevation is intended to be dedicated an greenway in conformance with the preceding development approvals and City policy. It is recommended that the remainder of the heavily vegetated ravine area also be dedicated in order to better preserve thts important open space area. It in also recommended a public use pedestrian easement be provided between the head of the ravine and either SW 113th Avenue or SW Durham Road. In addition, in order to protect this open space/resource area the City of Tigard will require that the ravine area be fenced off NOTICE OF DECISION - SDR 90-0003 - BARICEVIC Page 6 during construction on the site so as to prohibit construction equipment and materials from entering this area with the exception of necessary construction activities for sanitary and storm sewer installation. Emergency vehicle Access Staff finds that the proposed hammerhead-confi.gured turnaround on the easternmost driveway satisfies the dimensional reuirements of system Code Section 18.108.0 70.0.2 and therefore the proposed tha de provides an adequate, thoughless emergency service agrees with`ithe laFire Distriction system t's recommendation thaatt the applicant pursue an agreement with the tsed w abutting property owners for a connection between the pro Po a Terrace Apartments. The connection could development and the owners be limited to emergency vehicle use Only- Signage nly.Si na e nt No plans for signage have bored Bi application except for the propcgnulocationed hat the corner the oofpSW 113th Avenue and SW Durham Road. If the sign will exceed three feet it will violate the Code'+ vision clearance e requirements at In height, is applied the anning intersections. When a sign permit division will. review the sign's location, size, and height ction s. requirements for compliance with tnentCode require9 mentsign at aacheentry 18.1.14.130.II allows one Pe feet. per face. point to the housing complex, not to exceed 32 square Recommendations Staff and conunenting agencies have noted several items with regard to the site plan that could be modified to improve the functioning of the site. ger_ause these items do not conflict with Plan or Code mandatory fered requirements, modifications are not rtoorBeautdeonitead are fvelopment. Staff as recommendations for improving the p po recommends that the applicant consider the following: one designated handicapped parking space to Relocate at least the eastern section of the site to serve tencnts or visitors of the apartments in this area; Place at least two of the designated handicapped parking spaces to serve handicapped tenants of the underneath carports apartments; Provide playground equipment for the use of children residing within the development Playground equipment could replace one of the proposed picnic areas or be located adjacent to a picnic area; Page 7 No,rlcF OF DECISION - SDR g0-0003 - BARICEV1C Additional lighting should be considered for the area of the garages in the southeast corner of the site; Dedicate all area within the ravine to the City as greenway/open space instead of just the required dedication of land below the 140 foot contour. Provide a public use easement from either Durham Road or SW 113th Avenue to the ravine to allow access to the ravine for non-residents of the development. C. DECISION The Director's designee approves Site Development Review SDR 90-0003 subject to the following conditions. Building Permits will not be issued until the following conditions have been satisfied or a satisfactory performance assurance provided: 1. A revised site plan/.landscaping plan shall be provided which provides for: a. Satisfactory numbers, sizes and spacing Of street trees along the SW 113th Avenue frontage of the site; b. Revisions to the proposed landscaping at the proposed driveways to SW 113th Avenue and revisions to the fence at the 113th/Durham intersection to comply with vision clearance require>ments; C. Additioi��, understory landscaping materials or fencing along the site's southern and eastern borders to satisfy Code buffering requirements. STAFF CONTACT: Jerry Offer, Planning Division, (639-4171) . 2. At a minimum, the area below 140 foot contour shall be dedicated to the City of Tigard as greenway -• open space. A monumented boundary survey showing all new title lines, prepared by a registered professional land surveyor, shall be submitted to the City for review and approval prior to recording. STAFF CONTACT: John Hagman, Engineering Division, (639-4171) . 3. A permit or evidence that a permit is not required shall be obtained by the applicant from the US Army Corps of Engineers and Division of State Lands, (Authority: Section 404, Clean Water Act, and ORS 541.605 to 641 .695) . A copy of the permit shall. be provided to the City Engineering Division by the applicant. STAFF CONTACT: Greg Berry, Engineering Division (639-4171) . 4. The applicant shall demonstrate that the requirements of the TMC Chapter 18.84, Sensitive Lands are satisfied. 5. The sanitary newer improvements provided by the USA Local Improvement District shall be in place prior to issuance of NOTICE OF DECISION - SDR 90-0003 - BARICEVIC Page B Evidence assuring the Local Improvement District is occupancy- prior to issuance of a building permit. valid shall be provided provide connection of proposed buildings to 6• The applicant shall p it is stem. A connection perm the public sanitary sewerage eY uhlic sanitary sewer system. required to connect to the existing p STAFF CONTACT: Brad Roast, Building Division (639-4171) . sewer and �, The proposed privately operated and maintained sanitarysewer provided as storm drainage system plan-profile details shall be public improvement plans. STAFF CONTACT: Greg part of the P 639-4171) . Derry, Engineering Division ( de for roof and pavement rain drainage g, The applicant shall provide drainage system or by an on-site system to the public stormw djacet ro rty• STAFF designed to prevent runoff onto tieion (639n4171). CONTACT: Brad Roast, Building Di The applicant shall demonstrate that storm dwithout significantainage runoff can ly 9, discharged into the existing drai.nageway Greg Berry, impacting properties downstream. STAFF CONTACT: Engineering Division (639-4171) - lo. The development: shall not permitted to access directly onto 'Tohn Hagman, Engineering Division Durham Road. STAFF CONTACT: . (639-4171) • 11. A traffic analysis report shall be provided detailing the the area to be expected traffic volumes at fullhedenelopmentonoff 113th Avenue an Durham Road based up The traffic analysis shall determine accessed by 113th Avenue. if right and left turn laned on SW 113th Avenue are warranted at Durham Road. 12. standard half-street improvements, incl��ding concrete sidewalk, driveway apron, curb, asphaltic concrete pavement, storm streetlights, shall be tliand underground utilities drainage, e, improvements shall be installed along the 113th Avenue frontag designed and constructed to loca: eimprovementstreet standardu orto conform to the alignment of existing adjacentSTAFF alignment approved by the Engineering Division. CONTACT: Gary Alfson, Engineering Division (639-4171) . 2) seta of detailed public improvement plans and profile 13. Two ( construction sets drawings shall he submitted for preliminary re,iiew Seven (7) sets of approved drawings to the Engineering Division. and one (1) itemized construction cost estimate, all prepared by shall be submitted for final review and a Professional Engineer, i these plans are in addition to any approval (NOTE: Division and should only include sheets required by the Building relevant to public impro.C:rer1tB. ) STAFF CONTACT: Iohn Hagman, Engi►:eering Division (639-41711 . Pr�q� 9 NOTICE OF DECISION - SDR 90-0003 - BARICEVIC 14. Building permits will not be issued and construction of proposed public improvements shall not commence until after. the Engineering Division has reviewed and approved the public improvement plans and a street opening permit or construction compliance agreement has been executed. A 100 percent performance assurance or letter of commitment, aadeVelop developer- engineer agreement, the payment of a pe rmit fee nd a sign installation/streetlight fee are required. STAFF CONTACT: John Hagman, Engineering Division (639-4171) . 15. The proposed privately-operated and maintained parking lot and/or roadway plan-profile and cross section details shall be provided as part of the public improvement plans. STAFF CONTACT: Gary Alfeon, Engineering Division (639-4171) . 16. Additional right-of-way shall be dedicated to the Public along the Durham Road frontage to increase the right-of-way to 45 feet from the centerline and to provide area for a 25 foot radius curb return and sidewalk at the 113th Avenue intersection. The description shall be tied to the existing right-of-wa,- centerline. The dedication document shall be on City forms. Instructions are available from the Engineering Division. STAFF CONTACT: Jon Feigion, Engineering Division (639-4171) . 17. Additional right--of-way shall be dedicated to the Public along the 113th Avenue frontage to increase the right-of-way to 25 feet from the centerline. The description shall be tied to the existing right-of-way centerline. The dedication document shall be on City forms. Instructions are available from the Engineering Division. STAFF CONTACT: Jon Feigion, Engineering Division (639-4171) . 18. A grading plan shall be submitted showing the existing and proposed contours. A soils report shall be provided detailing the soil compaction requirements. STAFF CONTACT: Greg Berry, Engineering Division (639-41.71) . 3.9. An erosion control plan shall be provided as part of the public improvement drawings. The plan shall conform to "Erosion Control Plans - Technical Guidance Handbook, November 1989." 20. A tree removal permit shall be obtained prior to removal of any trees with a caliper in excess of 6 inches at 4 feet above grade. In order to protect trees within the ravine area, temporary fencing of a height of no less than four feet shall be installed along the edge of the wooded area. Fencing must also be installed on the dtipline of the large oak tree located near the site's eastern property line. Fencing shall remain in place until the completion of all construction activities on the site. STAFF CONTACT: Jerry Offer, Planning Division, (639-4171) . Paw, 10 NOTICE OF DECISION - SDR 90-0003 - BARICEVIC WING CONDITIONS SHALL BE SATISFIED PRIOR To THE ISSUANCE OF THF. FOLLO AN OCCUPANCY PERMIT FOR ANY OF THE PROPOSED BUILDINGS. STAFF CONTACT: STAFF CONTACT: Jerry Offer, Planning Division. 21. All landscaping materials shall be installed as per the •ipproved revised site plan/landscaping plan. Financial assurance shall be the installation of the landscaping within provided guaranteeing ther proposed site six months. All public improvements and oor. the approved improvements shall be installed as illustrated site plan. 22• Vegetation planted within the required clear -vision area at the SW 113th Avenue/access driveway maintained threebe kand trimmed so that clear vis eight feet above grade. sign permit shall be obtained print to the erection of any 23• A si s Sign location, height, and area shall be in accordance 9 with provisions of Section 18.114 of the Community Development Code. D EXERCISED WITHIN EIGHTEEN MONTHS OF THIS APPROVAL. SHALL BE VALI THE DATE OF FTNAL DECISION AS NOTED D. PROCEDURE 1, Notice: Notice was published in the newspaper, posted at City Hall :nd - mailed to: )! The applicant and owners _X_Owners of record within the required distance X The affected Neighborhood PlanningOrganization �t Affected government agencies - UNLESS AN 2, Final Decision: THE DECISION SHALL BE FINAL ON �17L90 APPEAL IS FILED. decision may appeal t'lis decision into the 3, ApEeal: Any party and Section 10.32.370 of the accordance with Section 18.32.290(A) and that a written app Community Developmeneal must be t Code which providescis s after notice is given and filed with the City Recorder within 10 Y and forms are available at Tigard City Hall, sent. Appeal fee schedule 13125 SW Hall Blvd. , Tigard, Oregon. l is 3:30 p.m. 4 The deadline for filing of an appea /_ 1�/9��---_ 4 If you have questions, please call City off Tigard Questions: Planning Department, City of Tigard City Hall, .131:25 SW flail Blvd. , Tigard, Oregon. Page 1] NOTICE OF DECISION - SUR g0-0003 - BARICEVIC 411 1 P ARED Y,: Jer ffer, D TE Ae ate Planner A PROVED BY: Xeith Liden, DATE Senior Planner BR/JO:SDR90-03.jo �A A 1*- .��J GW ASI S r�- F � NOTICE. OF DECISION - SDR 90-0003 - BARICEVIC Page 12 a NORTHWEST TESTING ILA]E$OR ATORI E,S9 INC 5405 N.Lagoon Avenue NON-DESTRUCTIVE TESTING CONSTRUCTION INSPECTION WELDING CEATIFIC A TION "ATRIALS INSPECTION P.O.Box 17126 SOIL TESTING �IIEMICAL ANALYSIS Portland,Oregon 97217-0126 ASS AYING PHYSICAL TESTING Phone:(503)289.1778 FAX:289-1918 March 21, 1990 REPORT NO. 332423 Mr. Vlado D. Baricevic 5815 S.W. Patton Road Portland, OR 57221 Attention: Mr. Barice-lic RE: Soils and Foundation Investigation Proposed Durham Place Apartments S .W. Durham Road Tigard, OR Gentlemen: At your request we have conducted a soils and foundation investigation ] Tigard, OR. Werpresenntaherewith aartment treporteaS.W. of Road findings, Ftoa conclusions and recommendations. Site Description The subject site is located at the southeast corner of the intersections of S.W. Durham Road and S .W. 113th ite is roughly square in shape with Avenue in Tigard, Oregon. The s some 569 feet of frontage along S.W. Durham Road as it' s northern boundary and some 624 feet of frontage along the east side of S .W. 113 Avenue as its western border. Also, the properties eastern border has a north-south depth of some 714 ft. Topographically, the subject site slopes at a gentle to moderate declivity from the north to the south; however the eastern third of the site has been moderaLel.y to deeply incised by an unnamed north to south flowing stream (a direct tributary to the Tualatin he erty f 160 ft andexitslatsantream elevationroft136pftpbasedaonacontourslon extrapolated and from the provided plot plan. The subject site is currently devoid of structures and supports only shrubs and field grasses. A cop!,e of Evergreen trees are located along the eastern bank of the stream in the southeast quarter of the property. An abandoned well (6" diameter) of unknown depth is located in the north center portion of the site. Several yards of loose over- excavated brown clay silt, from construction to the immediate east of the site has been dumped along and across the eastern border of the site. Page 1 of AS A MUTUAL PROTECTION TO CLIENTS THE PUBLIC AND OURSE.M; ALL REPORTS ARE SUBMITTE7 AS THE TgN to rOP THE USE Of OUR CL ENTS ONLY No OTHERDREPORT T„N1�Ti,pootA THE f CLIENTSANDA AN'RE IN NDTHEREEOF WITHOUT HOUTT OUR WRITTEN OR ENPERSON Mr. Vlado D. Earicevic March 21, 1990 Report No. 332423 Page 2 of 6 soil Subsurface Dc lor_ ation with adtract rr to amountednbackhoe conditions,Test pit eight test pits were dug 1 , attached. Samples were identified locations are shown in Fig. 1 in the enclosed Log of Test in the field, and logged according y Pits. olo Soils in the project area consist ofea sequence Soil and Ge__gy found of fine-grained sediments (silts and sands)atin Valleys Willamette Silt) , throughout the Willamette to sod1sual of the Troutdale Formation. The underlain by fine-grained Troutdale Formation is known from other subsurface informatio units nate to extendto slept:�s s:lhundred feet. SP - described briefly as follow 1, Clay. Silt The uppermost unit encountered in the test to s clay explorations was a moderately This unitextendedbto depths silt (rooty to 6�Iin dept ) ranging from 5 to 8 ft beneath existing grades. 2 , Silt A moderately soft light All test explosilt wasorations underlie the clay silt horizon. ft below bottomed within this unit at depths of 8 to 9 existing grades. was not encountered of this untered in the test pits Groundwater that the groundwater table 1 n investigation. We anticipate may rise during periods of prolonged heavy rainfall . Proposed Con__ strUc_tion We understand that plans call for the i-story wood-frame apartment structures constructior� of several mult at unspecified grade. Conclusions and Recommendations on the basis of our studies at this site, we draw the following principal conclusions: 1 . Excavations for structures will encounter clays and silts of alluvial origin. ing 2 . Adequate support for all proposed site loads ( include) structural fills needed to raise the site to the design g will be found in the native soil unit. 3 . Strctural Fill __ Site Prenaration site preparation u could be accomplished by a number of methods depending on All b ould grades selected for the project. obviousl lona e gorrunsuitable be stripped of sod and any Y materials. We anticipate that stripping to a depth of 6 to 18 inches below the existing ground surface shouldr die. We point out that favorable ather wilbe materi is are beiworked; d for operations in which fine-grained consequently, it would be advisable to conduct the site Mr. Vlado D. Baricevic March 21, 1990 Report No. 332423 Page 3 of 6 preparation phase of the project prior to the on-set of the rainy season. In the event that rainy weather is encountered during site preparation, it may be necessary to suspend operations or use a clean granular material (i.e. , sand, gravel or crushed rock) , Granular fills can be constructed in any kind of weather and can be compacted to support even heavy structures with comparatively modest compactive effort. Structural fills should be spread in uniform lifts not exceeding 9 inches loose thickness with each lift thoroughly compacted by repeated coverages of loaded hauling equipment, heavy crawler tractors, or vibratory rollers. Fills should be compacted to 95 percent of maximum density as determined by laboratory compaction test AASHTO T-180. 4 . Foundations may be constructed in structural fill or in undisturbed native soil at shallow depth beneath finished grade (18 inch minimum) using bearing pressures of 2000 psf and a minimum footing width of 18 inches. 5. Foundation Preparation Inasmuch as the native soil units which will. provide support for the main portion of the structure are extremely sensitive to disturbance in the presence of excess moisture, care should be taken to protect prepared bearing surfaces until footing concrete can be placed. Precautions to achieve this end would consist of. (1) covering of prepared bearing surfaces with impervious membranes or granular blankets (4-in. minimum thickness) or (2) cessation of work during rainy weather . r'. Surface run-off (from roofs, parking areas, etc. ) should be tight-lined to the storm sewer or other approved disposal areas. 7 . Under no circumstances should surface run-off be led into foundation drains. 8 . Any areas or the building which are to be developed below the exterior site grade must be provided with a well-designed drainage system, in order to control hydrostatic pressure against walls, seepage of groundwater through base walls, etc. 9 . Lateral earth pressures on retaining walls, etc. , may be calculated on the basis of equivalent fluid pressure 35 pcf for level backfill . Mr. Vlado D. Baricevic March 21, 1990 Report No. 332423 Page 4 of 6 10 . Pavement Recommendations Asphalt Pavement We recommend that asphalt pavement be designed for a subgrade CBR of 4 . A typical asphalt pavement section would be: _Thickness Entrance Car Service Roads Parking Asphalt Pavement. 4-in. 2-in. (Ore. St. Class C) Crushed Rock Base 12-in. 8-in. (Ore. St. Spec. ) Concrete Pavement We recommend that concrete pavement be designed for a subgrade reaction of 150 pci. A typical concrete pavement section would be: Thickness Entrance J Car Service Roads Parking Leveling Coarse (Sand) 2-in. 2-in. Concrete (4 , 000 psi) 7 . 5-in. 4-in. Prior to placing base course the subgrade should be proof- rolled with a loaded dump truck to detect areas or pockets of unusually soft material . These should then be excavated and replaced with suitable compacted fill . The civil engineer for the project may have more traffic and project design data available than is presently known and may wish to modify and refine these pavement sections. We will , upon request be pleased to provide a more detailed pavement design when definite traffic and building plans are available. 11 . We request that we examine and identify soil exposures created during project excavatinns in order to verify that soil conditions are as anticipated. We recommend that the structural fills be continuously inspected by a representative of the soils engineer in order to insure the thoroughness and uniformity of their compaction. Mr. Vlado D. Baricevic March 21, 1990 Page 5 of 6 We will be pleased to provide such additional assistance or information as you may require in the balance of the design phase of this project and to aid in construction control or solution of unforeseen conditions which may arise during the construction period. Respectfully, NORTHWEST TESTING LABORATORIES, INC. e�64�_ ' Fo PRoF Charles R. Lane, P.E. Vice-President �saa Report Number: 332423 OREGON ma-YJ '�'�E R LP Mr. Vlado D. Baricevic Report Number: 332423 Page 6 of 6 LOG OF' TEST PITS TPI 0 - 7 . 0 ' Brown moderately soft to firm silty clay. 7 . 0 - 11. 0 ' Light brown moderately soft silt TP2 0 - 5. 0 ' Brown moderately soft to firm clay silt. 5. 0 - 9 . 0 ' Light brown moderately soft silt TP3 0 - 5. 5 ' Brown silt, moderately soft to firm, clayey silt 5. 5 - 8 . 0 ' Liqht brown moderately soft, silt. TP4 0 - 6. 01 Brown moderately soft to firm, clayey silt 6. 0 - 8 . 0 ' Light brown mod--rately soft silt TP5 0 - 5. 5 ' Brown moderately soft to firm clay silt. 5 . 5 - 9 . 0 ' Light brown moderately soft brown silt. TP6 0 - 7 . 0 ' Brown moderately soft to firm clay silt. 7 . 0 - 9 . 0 ' Light brown moderately soft brown silt. TP7 0 - 8 . 0 ' Brown moderately soft to firm clayey silt. 8 . 0 - 9 . 0 ' Light brown moderAtely soft silt TP8 0 - 5 . 0 ' Brown moderately soft to firm clay silt. 5. 0 - 8 . 0 ' Light brown moderately soft silt No groundwater was encountered . I I r i I°---- o - =I � r at el 1 014.0' ww pw....w,rlw •..mow WNU�eHtlw S.W. 113TH AVM. TEST �I I I #VST 7�f,1\ V- „�, PORT LAN D,OREGON r _ / to Mr G�fP. I eaZ (� IS I ^ e 10 h Q t1 17 i i o v 2 ww 3 Z 6241a a m a R O cl --- "�rw Sn�n♦Seunm S.W.HVE.ATH A _ Nt-F T TEST PIT LUGI�TIUN `' of 9C�- 3G� ,Duerar#,• Y�.MC� AVrs . I 5r2�c. C,aA.cs. / - 2s pSF DGArJ LO,4c01; - X'ooF, P-5 r- 7a-s. 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OREGON h NSA ISE- F'. p. r-eor,�� 4, O g-O X 16� .s�r��• G 6 — 0,9 ' 10. y � CITYOFTIFARD 0ff0FTWWARD PLAN CHECK APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT PLAN CHECK ft [%L 13125 S.W.tan cwre-P.o-se.23n7.T+y,rxt ofeyon 9nn.csaol 6394»s PERMIT ISSdED JOB ADDRESS: TAX T/b- O TAX MAP/LOT SUB: S W /d-ylf pz LOT: —� --- LAND USF: VALUATION: OWNER //�� - SPECIAL NOTES NAME: Lf��e7, -�&,ST• _ REISSUE OF: 1`1 ADDRESS: S�/S S�✓__ x_77, i4V LAST REISSUE T«_�P ow-9722 _ FLOOD PLAIN/ ----- _ SENSITIVE LAND: PHONE: 2.42 37 _ APPROVALS REQUIR`'0_ CONTRACTOR PLANNING: NAME" ENGINEERING: _ ADDRESS: _ - - _ LIRE DEPT -_- --- OTHER: PHONE: _ _ ITEMS RE UIRED BUILDERS BOARD //: Of�j/,j$- EXP DATE: - LIST/SUBCONTRACTORS: BUS TAX' _ ARCH/ENGINEER A J CALCULATIONS: _ NAME: �1�' 'fW ��i�r�+� TRUSS DETAILS: — ADDRESS: �-�f'. OTHER: - PHONE: _ -�- -_ /O-- —— — ---- --- COMMENTS: SUBCONTRACTORS: PLUMB i MECH: PERMIT N ACCT # DESCRIPTION AMOUNT AMOUNT PD. DAL. DUE 10-432 00 Building Permit Fees _ 10-431 00 Plumbing Permit Fees _ �- __ 10-431 01 Mechanical Permit Fees 10-230 01 State Building lax (5%) _ Building Plumbing - --- - Moch 10-433 00 Plans Check Fee Building _ Plumbing --_-- Mech 30-202 00 Sewer Connection 30-444 00 Sewer Inspection 51-440 00 Stroet System Dov Charge (SDC) 52-449 00 Parks System Dev Charge (PDC) 31-450 00 Storm Orainage Syst Lev Chrg (SSDC) — _ — 10-230 06 Fire ,_— TOTAt REC N APPLICANT SIGNATURE Received By: - - Date Received: rn/3507P/I OP WI-W-1, V�JkmrWAR CITY OF TIGARD RECEIPT OF PAYMENT Plic NOt 00 1 Cl CHEV AMDUNI 7700-UO WES'T PORTLAND CONSTRUCT CASH AMOUNT s .00 1815 5,W PATTON RD PAYMENJ DATE Q,-t4-90 J BLOCt NU�Al)bkl PORTLAND, OP '77221 DURHAM PLACE AFT", AM"')UNT �All) 410UNT Fi�dD PURPOSE OF PAi'HENT IPPOSE Of, F'AYMENI i ll CHECK FEE e00.00 'TUALATIN Wtllr 00.00 I . 013 M2.5 Sw.Hoa ewd. PLAN QUX3C APPUCPMON CITY OF T16;J'A em 23397 PLAN amm �i Oregon 97223 PEWT ----C — (503)639-4777 DATE ISSUED DEVELOPMENT DEPARTMENT TAX MAP/Wr JOB ADDRESS: '`" - LAND USE: V� TlON: t C, Ia0►rl:'S pELSSUE OF: _ NAM: _ 1/��bCID R�ri�`C✓/� /— LAST REOS�SSUE: SCJ/.�._.S' i a"-rr'rr Ji, :z - p,DDRFS.S: FIlJOD PLAIN/ SENSITIVE 1J%ND: _ -- PHONE: _ APP' D R� PLANNING: LnNrRACTIhR V1 �.,.-��i rn r/ CGI7 EjX;INEERIx NAME: -�JC 1�`` �.� QLZ' FIRE DEPrADCPM _ S n o- Rd• 5� /S' 97Z.2/ OI4RER: __ ----- � ��--�1 --•- I'1'>;MS 1217QCTT�tID PHONE• p,�43 S EXP DATE: LISTN : -�-- BUILDERS PARD #: BUS TAX: CAIaRATIONS: ARCH/ENGSNF.F� TKS DErAI S: ✓ — NAM: roc CIII�Et' — p; S: — S PHONE: cotwQdlm: _ - , 7 ---- rjSH -- DFSCRIMON AN >N r AM"f PD. BAL. PEFd�IIT # ACX.T # it Fees 10-432 00 Building pe-,-mit-,-mitom= -- 10-431 00 Plumbing Permit Fees 1_+L - 10-431 Ol Mechanical Permit Fees �6� 10-230 01 State Building Tax (5%) — — Building _-_-`-- Plumbirg Mech _ o o 10-433 00 plans ChI Fee - Baildirg - Plumbing J Mech _ - 20 < . .r1 30-202 00 Sewer axvx.'c`ti°n - I 30-444 00 Sewer I lor'PDC)) 51-448 00 Street System 52--449 00 Parks SysfA3n Dev Charge (S�) 31-450 00 Storm Dr -'l Sys 10-230 06 Fixe APPLICAW S 1 rj AgURE Reaeived BY - - - ------ -- -- -— Date Rived: -- - ef/3`,117P.W'F w MIX CITY OF TIGARD 13125 SW HALL BLVD PLUMBING PERMIT p. O. BOX 23397 tumbing TIGARD, OR 97223 ^pptiunts must hold Oregon Regtstr�r,�1hiring iuct -as det�et� (503)639-4175 business or must be properly owner/� not Plumbing Permit No. �---- Nsn►e 04 peveigxnent /-- �.` -- ----- > Description GUAN. PRICE AMT. AddressS `�/ ORS 814-21_610-- ax Ld Map.No Job T - FIXTUR'LS 7.50 Address, ------ - ta1 Subdivision 7.50 ----- --- lavatory, ---- .2 -- 7.50 eme or name business] - /v 7.50 Tub orTub/Shower C°nb' 7.50 _ '(wig-�&ess Stvowef Only Wator Mosel 7750 Owner City/State - ____ 7.50 _- _- Phone Garbage disposal -- -- _ 7.50 S _ Wishing Machine -- 7.50 Name F Icor Drain -- 7.50 -- -- `- - Water Heater - Ptione __.--- 7.50 Ting Address - - laund�Y(� ^Tray__ 7.50 -- Occupant City/State Urinal ----- -_-- --- 7.50 - Other Fixtures(Spedh)----- - 7.50-- _ ame _.-_ --- 7.50 7�ross� Mone _------ - - 7.50 ZIP Contrscior Ctyl,^,tate MISCELLAN-SOUS_ 30.00 -- -- - -� City" Tex tdo Sewer 1 st 100' - ---- -- -- 15.00 ,ewer�a Addrt 100- - - 20_00 � 3 — Mate Water service 151 10(3 - � 15.00 (Resdontial) ---- _ 30.00 that Ute intornu+tin,r _._---- � -- 1 b"arel"y ackrtowle'Ve that 1 have read this spp4,cs*)n. also Sionn 6 Rain Drsin t st 100' -- - siered wit,Uro State&'Adw.,Board.-1 t1tat all '----_ 15.00 given is oorrbd.lhwt 1 ami that U+e mm- t em 17^fen Stam 6 ptin Drain Adr1i1.100' -- are coned. ttave a State Pk�n9 provisirxt-s d Ore 25.00 pkanbwV work wA be date in socorda-v.ittt ° codes and that Motile Hne orSpace gon Revised StettAes C Viers 447 and P93 and JIVOk�bls H exempt hon, no help will be enK* ��s W1°r�w�()41-,;6933 ( as&,Flow PW.,W ion 7.50 d t1,e a Anfi-P0"ion peace Mate registration.ptwe*.n give reason below). Propertytill t�v�- --------- 110MEOVYNFRS-I hw"--tfY Uwt 1 am the owner irva"aAa,k� AnyTropayVeebNot 7.50J "*w,d dxr," at vvl,i b location 1 propose to make a pkar ting _rent COrr+Rtto a Fixture _ w"'b'KM d td sale.leas"orl/d 7.50 my nun use arxt tl,ls proS+«li M not hekq Call,Basin --- .- -- 10.00 Per Nr FidstP1unt—^9- 40.00 Per Hr - - - Specialty Inspadlons - -- Raln Drain, 15.00 single Fam. Ow19• _ !lade - - - AUITKN�IZEU SIQNATIJRE ---'-----.- altotetion Dnew(-] escrlbe work addition(_.) -residentiai�----^ ,tial —---11" —25.00 ) tq be dom _ MINIMUM PERMIT FEE SUB-TOTAL 6dstbn0 tna of - --- ----- -- i•; building Or IxOPOrtY-- 5 S$,URrHARGE FFLAN REVIEW '^ bullakV Oropow f P"Wtl' ----- -- — --- TOTAL /vim 7�(7T1� arAt or,>•4 Y not con} This pom*b000m"nAt and rok'M MRlrh a 44 wntMnor*er�rlad rx ebmul reed Icy rnartoed wktdn 100 d"'m s efx1^or wont{• • pKkr;et 180 d"aI eny Nnw a}lnr Mark la rnrnrrw x7ac1 by NUMUNKAU ------- City of Tigard 13125 SW Hall Blvd. MECHANICAL PERMIT - P.O. Box 23397 a.ufl�riq. - oTY Paler- �� —AUT Tigard, OR 97223 Tabde7AMedutrka,— 639-4175 -- 1O 00i 1) Penful Fee Pennt 3.00 Nros of OevsloP�1e^f , 2) Supplemental_ _ ----- i� I L 1) Furnacc to 100,000 BTU 6.00 - Job Ad`**" .-i inct.duds&vents - `--__ . f armaw�e 100.000 BTU 4- 75(1 Add"ms Tazlar Map No. 2) inct-duds&vents Subs Flo�x rvtmnce 6.00 3) (al Karns(or narrw of busitess) -- Suspended heater.Watt tw'.ader 6.00 Ma&V Address MOM 4) or(°°(fit9ltlttot�tMlaLe( _ owner Vent rat incl-in 3.00 zip 5) appGanoe penT>?t Repair of headim.wrig.. 6.00 b; coorm tron unit Boller or coop to 3 HP 6.00 ess phor° 7) absorp.umto:F)opoo m Boller 0(comp to 3 HP-15 HP 11.00 Occupant City/Stale zip 8) abs .uPA to 5W.000 BTU- - Boller or comp 1530 HP 15.00 al>somunit 1/2 T1 nulf�- - --- 10 Baler or comp to 30-50 HP 22_50 LAwrov Peden Mom ) at7sorp.unit 1-1.75 million-�-_ --- Boiler or cow to 50 HP 31.50 c',ordrador yrsure ---- absorp and 1.750.000 BTi1-- No -------- Y E4u.Tax No. 12) 1 pf l)VO CFM handling unit to 44.50 - .,Lata Regiwitun �— _ Air handling unit 750 *jqwwwRut 1 love read Reis ar f+D^itut ars irdonna6on give^is 13) 10.000 CFM i — — u m#m l �ewrw a auRnnre�!69"a(#%@ own-.Ilia'plans sub^'itbd u`e in Non pod�ablO 450 with Mrs staw molder i Do".Rud the 14) �.apOfale eoolor r�nT „^r'�wrttr$tale lays.Rud I am regestered reasnrr beiow) — --- ysrinr pivert K a0rr'ed-(M axerryrt horn$tale r.pi`-traticin t�fease gi"e ------ .. 15) Vent lad cone led 3.00 - -- --- - -- - - ----- to a single dud --- -- Ventilation system not 450 - -- - - -- ---- i 6) included in apvfu0wv I30mtil -- __ - _ ____-------- r {(oodserved try 4.50 17) m lanicalc-<Must ------ - - - ---male Domestic type 7.50 —(0~or agora) _ -- - --- 18) iicineraloc - —-- O g work O addition I 1 altefatm I ) repair 30.W non-residential O 19) Commercial orirdusirial to be done residential U - - _-- .- - tYlx ioctnefatof use of Other i.e.,woodstove.Water 4.50 Existing �) -- heater.solar.clothes dryers.etc- buitaing or pfopcfiY- -- - - - _.-_------ 1'roposod use of _ 2.00 21) Gas piping one to tour outlets twildingofixopefly - _- -- -____------- ---as - ❑ LPG U) electric I) f- iy(>o of fuel- oil l] natural 9 22) More tnan 4 perar!iet- - - SUB-TOTAL 9'3 NOTICE -__- T1aIS PERMIT BECOMES NULL AND VOID IF WORK OR CON 5% SURCHARGE ' STT(UC'TION AUTHORIZED IS NOT COMMENCED WIUTIN 180 -___-__ DAYS. TI IF CONSTRUED ION OR WORK IS SUSPENOEO OR PLAN REVIEW 2S%OF SUB-TOTAL TOTAL AIIANOONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFAR WORK IS COMMENCED. Special C:onddions - - - WMAIRRaff OR PIAN Q ECK APPLICATION 13125 SA. CITY OFT1074 RD P.O.Box 23797 pim �d Orepon 97723 �*� -- (503)639-4171 )SITE )."qSLJEF) _ COMMUNITY DEVELOPMENT DEPARTMENT Z*P0{ I4AP/II7r SUB: Q JOB ADDRESS: * -- IAM Lam: �� FA 3.l��i RIUSSUE OF-. ;�1F114E: ADDRESS: SES/ ��A FZAOD F'IAIN/ SWSrrl E IA14D: � axriw�cro�t /oor� ,� L ,- rorl c: ADDRESS: A - 72 - Bt1Ilnt�s BOARD : 0 ----- r�cP HATE: -- BUS TAX: CAWRATICNS' ,L =am f? s or7 arHER: ADDRESS: fe-b L - I+1F]cH. SIh3O0td1'RACMRS: KIM: ----.__--- Al"D(.A`tr Alter pp. HAL. DUE ACCT I DESaTJPMCIN Pr13r[1'T �' Building Peru Fees 10-432 00 — 10-431 Ofl Plunbirxl permit nit Fe -- n finical permit. Fees 10-431 01- Meati — — 10-230 01 ftp B1r-ing Tax tom) Building --- Pliunbing 1.0-433 00 Pl%sr (lam Fee E3ui lding --- plumbing a 30--202 00 Sc'wc'r Cy*u cf i°n 30-444 00 Sewer Inspect-A-M Charge (SDC) 51-448 W (PLIC) -- Street C>ev Charge 52-449 00 Parks SY's� DQtrg (�} ) 31-450 00 Storm prainac '- -tev 10-230 06 Fire RDC AiiPMCWr SIcMMJRE Received By: _� --- ------ - Date Received: _ - ef/3587P.WPF t � CITY OF TIGARD _ 13125 SW HALL BLVD. PLUMBING PIERMIT P. O. BOX 23397 A ,cans must hold Oregon Registration to conduct a plumbing T I GARD, OR 97223 business or must be property ownerloperator not Doing outside help. (5 0 3)639-4175 Name of Development - Plumbing Permit No. Address -r N Descripocxt S C.,J ORS 814-21-610 - C UMI. PRICE AMT. Job Tax Lnl Map.No. Address. FIXTURES w Block - SrbdrAedon Sic -- 7.50 affmor Lava" 7.50 - name satess Tub or Tub/Shower Comb. 7.50 Slower Only ----- 7.50 Water C et 750 ns Owner GtylStsle zip - 1/ 750 Dishwasher _ Plsone Garbage Disposal-_� _ -- r.so Waslwg Machine h� ..7.50 Narmrt Fluor Ctain -_7.50 Phone Water Heater 7.50 - �19 Landry Room Tray — Omupent C.rtylstate $ Urinal 7.50 Other Fixtures(Specify) 7.50 ---_ --- 750 l�al Phone - -- -- 7.50 ---------- 750 CCordractor City/State - — Ib - MISCELLANEOUS City ties-Tex No Sewer Is1 IW 30.00 Sewer-ea.Adds.100'--- 15.00 tate mux - - ta(sl dentiafl Water Sennc»1st 100 - 20.00 -- �� Water Service ea.Addd�Ar 15.00 I hebacknowledgetry acknowledge OvA 1 have reed this appw-atlorl that the hlorrnition _ - -- given is Cor4cQ.that 1 am registered with Ito Stan eupdo's[hent.and also storm 6 Rain Orcin 1st.100� _ -- have a State Pkamt*lg ioemo that the nunberc('^b^are Cured that15.00 o d Ore- S lotm L q-in Orcin AdM.t 00' pM�rrrbirq work will be done in trcoords*roe with ttlrlTtrCsbls aiO1/c1of gon Revised Statutes ChelAers 4•'and ti!'.O and applkoble Codes srd rut Mobiile li.xne Spam _ no help wN be employed urAc"Mooned under ORS Q (If exempt horn - tlarcir Flow PnwerAion 750 ,tate regis"con.Rance give reason be". Device of Anti-Pollution[��rce - *"AEOWNERS-I hereby ON*thd I am the owner d the property do- - - — oc~above.at whki+locstlon 1 propose lu make•pkambin0 kwtatledon kx Any Trap or Waste Nd 50 for Sale.tease or rent Cantu,Md b s Future 7 -- nTy own use rd eats property 6rwA hekq Construcled —__-- Catch I3w3en - 7-50 ��I7. -� --— ---- ...---- ---- ---- ----- _-.� 40.E Per IM _-- Inap-d E�dSt-Ptumt*V _ --- -- -------- ---- --- Sp—%y,t lnspectlons _— _40.00 Par I* Rain Drain, 15: 0 --- ------ ---- --.—._--- Single Fes. Owlq. AUTFK1F1l7FOSN3NATURE F)escnbe work new[] eddrIK-fit] atN"bon❑ repek❑ -v ----.--_ _Vbe done — residential -- tiINIMUN PERMIT FEE 25-00 I-ldstkv use of SUB-TOTAL `- fr udklp or property ------ �------�---- ---- 5% SURCHARGE 7; PTrpppeed U"01 ---- - __ 25% PLAN REVIEW —_ TOTAL 1hk pern4 beooros"A and Vold*vwxh or�,orwtru(A m sLXhortaed It rwA CST* mrarsoad wNhtn 1 RO de1'esx K rvfT,alnnilorr ti of xk V el»perded c+r sol)endoned k} a perkxl of IW deyr tl a+Ty rkne atN+v"k to w)TTnwTdhl SM(NAL OOMI7tiK7N8. --"- Vw�� IN City of Tigard 13125S-.W- Hall Blvd. MECHANICAL PERMIT P.O. Box 23397 Permit or -- Tigard. OR 97223 639-4175 Tabla 34k Mazt�nkal Code CITY MOE AUT -0-1 10.00 Name or Ekve"xnert 2) SupplerrtafPernfd 3.00 Job Ftmiamt0100.000mu 6.00 Address end.ducts&vents Fumace 100pM BTU+ �w kid,ducts&vents TZO Lot Hung irwi-vend 6jO0 4) or"wrtigurdodkialicor 6jO0 C140sta" 5) anAamepm* 3JO0 NameN .1.@,y ow" 04 Repakc4hau`i�or Aig, cooruV.absoq)Wn w* GJOO ess "erorcomplo3t,[P 7) absot p.tailto i(XWW MIJ 6.00 Occupant /tea Bola XconVIo3tfF--15HP 8) absr.p-und%a 5W.00r;MU 11.00 Name 9) [;(XWCN 0ontp 1530 t-G1 15.00 absocp.alit"A-1 nvmm Us(ng A46 w-s 10) E3ollef lx oorttp to.23 50 HP2Z-50 absorp.unit 1-1.75 numm 11) (goiter or GNM to 501 i(' ab-Axp unit 1.750.0 t0 BIR I 31 50 Stara Rgisoawn 47_ (fly But.T"W 2) Air luux-TM tfd to110.001 CFM 4.50 I hm"bif Aan"Iftte fud I tun*owad O%m m(Wficafi-1-m 9%0 low k4omw6m Vi"n is 13) Ak 1-tark1ling wit 7-50 00mvet NOW "'A I"n Ow ovww or euvwx4red 0dywa owrw.aur puns wAxrjm 10.000 cflm I:t-- oonxAsrom wAth St1*11 taws.40 M I am 9"Qntwed with 11.@ Stara nuildecs Board,OW A" 14), Non podzt*. 4.50 60m Some mgistmbom PIG&SO Q;%V Mason below). evapmate ociolor Vent fan ounnected 3.On a single dV-1 16) Ventflatm system rw3t 4.50 induded in apprm"-pofniii I T) I�k�served by 4.50 niechanionlediaust omit 1,3) Uwneslictypc Downbe addilm alteration 0 repair (3 indne(ator7.50 to-Oodone— residential non-oresidential El 19) CoffuToerdal or k4ustrial 30.00 t xi-Affig use of type inane atm tmjikJingorproperly--- 20) 011w i.e-.woodsUm.water 4-50 Pioltosod use of heater,solar.dollies dryers,etc. building or Ixogway 21) Gas piping one to low outlets 2.00 lypooffuel- oa 11 natural gas FI I PG ( I eledno: (I 72) More titan 4mer ctfilel NOTICE THIS PERMIT BE-COMES NULL AND VOID IF WORK OR CON- SUB-TOTAL STnUCTION AUTHORIZED IS NOT COIAMFNCED WITHIN 180 S% SURCHARGE DAYS. OR IF CONSTRUCTION OR WORK IS SUSPENDED OH PLAN REVIEW 2S%OF SUB-TOTAL 4;j ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. TOTAL Conditions CITY CSF TIG RDS 3 � mif e - 1503)639-4171 Pmur # — COMMUNITY DEVELOPMENT DEPARTMENT DATE. ISSUED — Jon ADDRESS: Tm rm-/wr .2 S / 15/40-012W SUB: t/1Gt '/acr 7 WE _ HIND USE: A-2 5 NTALUA'I•WN: Ck*4ER ' Nam NAME: 1-Zq(yDc'ir%r ✓_� _ REIS B OF: ADCRESS: 5H/5 Sc.t,' k–bf}oaprl- - - - IA.ST R'c�SS[JE: 972.-Z-/_ _. HOOD PLADi/ SENSITIVE LAND: — PHONE: (>OKIRACI R PIANNIM: SOR 20--03- NAME: - Con s7-i t�cT7on IINGINEERD4G: ADCRES4: SS/S S(�tJ Paten Rd. FIRE DEPT alum: PHONE: y - 9 3 7 L'EM REQUIRED BUIMEIIS BOARD if: 08435 E,(P 13ATF: L1ST1 . v- BUS TMX: AFil1i/£ila �/� CULUiA'4'iCKS: NAME: ,,e �, /Uy�S on - T 4SS DEDM S: ,✓ ACEPES5: _ 3 94-3 EL LEis�P S PHONE: n c PERnT # AUCr # DESCRIPTION AM0SNr 124CK P PD. HAL. DUL _ YO-432 OU BUildinq P--XMit Fees _ 10-431 00 Plumbing iNmuit E ee`~ — 10-431 01 MedlaniCal Permit Fees _ 10-230 01 State Building Tax (51) ' ~� Building Plumbing Merl `' I G-a 33 00 )Mans (neck Fee Buildir4 _ — Plumbing 2 Mem _ _ — 30--202 00 Se4fer Crxvr-ctiOn - ---- 30-444 CEJ Sewer I;IsPactIOn �S 51-449 00 Stir-et System Dev avirge (SDC) _ _ 5�•32C 52-449 00 Parks System Dev Charge RIX) 31-450 00 Storm Drainage Syst Dev Chit' (SSDC) — -- 10-230 06 Fi re ----- REC # _ APPLICANT SIGNATURE Received By: --- Date Received: ---- ef/3587P.WPF CITY OF TIGARD 13125 SW HALL BLVD. PLUMBING PERMIT P. O. BOX 23397 Applicants must hold Oregon Registration to cextdtxt a plumbing TIGARD, OR 97223 business or must be property orwner/operatrx not hiring outside help_ (j 0 3 )639-4175 Mame of Oeveiotxnerd i- °lumbing Permit No. - Address T ' tMwnptwn �_�_�-. OHS 614-21-010 Ot1M!_ PRICE AMT. job Tax trot Map.No. Addreaa, — FIXTURES — t�l F31oc $t>t�6cvlalan Sink ` 7.50 -- , 7.50 Dime or tame axy s Lavau _- 1 ub or Tub+Sh o wef Comb 2 750 ers --- ifwwer(1rMy 750 - Walerclosel �i 750 Owner LAP _ ------ 750 Dishwasher Phone Garbage Disposal _ 750 Was"Madur" 750 Nit1° Fkxx Drain _— 7.50 _ water Neater 750 .- t aurdry pioom Tray Occupant City/State zip Urinal - --per Other Ftxl--(Specify) 7.50 -- -- 7.50 750 7.50 Corttrscfvr G3ylStyte 23P— — --- -- MISCELLANEOUS City Rkm Tex No Sewer 1 st 100 30.00 _ Seww-ea.Mdrt 100' -- 15.00 b s. o1v tate `7-ias�3us IT. - 20.00 (Res+dentia� Water Service 1 st 100' -- 15.00 I hereby acknowledge the/1 have read thin applictlkwX that the kdor^Mtion - 30.00 qm"n is Corm 1hM I am nosier.d with the State DurkWv 6—d.and also Storm 6 plain Drain t s:-100' have a steric Pkarbknp koernse am"tlrr nunt)ers Owen rue coned that an � 15.00 lane d Ore- Stogm 6 P�n Drain Addit.100' — Pk--pkv work wa tx•done in aoomden @ with applicable,pf is - — 25.00 Don Revised Sta4Aes Chapbnr 447 and 693 Died apP&-.vble Codes wnd that IAobile F4ocne Specs no help vA be employed unle"Nowmed under t7ftS 683 (11 exempt fnxn Elndi Flaw Prevention Stab repisa shor>_ple—9-reason babes). Device or Antb 4lb"ion Dev" 7.50 I� — 1* OWNERS-1 herby ecertify out 1 am the Owner d tro he Pperty do- --- wribed above.at wtich bdMon 1 M opoee b maks a pkm#*V k-W&don Ion Any Trap or Wants Nd oor"bucted Ion Sate,leas'ex rent- Connected to a Fb*xe 7.50 my own use and Qnla property is not bakq -- - - "--- � ^^ CA"flask+ 7.50 L L��_ -- ------—- - -- 10.00 Per Nr. ` - kap.of EJM.Plumbing _-- —- Sp_M P&aqueated Inspec - 40.00 Per IN. __ Rein Drain, 15:00 —--`-- --_ Single Pas. Doig. AUT"ORIIED SKWATURE ------ Delle- ('"wxitw work new❑ flMd".❑ allerntkxl( rto ten done __residential(t reel roeklertie��_ �_ — NINIMUM PERMIT FEE 25.00 I xtstkv use of SUB--TOTAL txAk V or Property- ---------- __..— -- _�. - 5$ SURCHARGE �u�q U"of t orpl0peety 25� PLAN REVIEW - — NOTICE --- ---- -- TOTAL Th%pom*beoomee nun and void M work or Conatniodon&LO—iced Is not Com mended within 160 4"^f mrwftucilon or work V aimperded a etrendorred e podod ref IM(Ieyo at any enw tew v"*to onffv~%oed 9"(11L ODIK)ITTOMH . -- f)Stn Irlerrrxf by City of Tigard t it 13125 SW_ Han Blvd. MECHANICAL PERMIT ------ P_O. Box 23397 Tigard. TWa�OR 97223 A3alon a Mncl,.nlc..r code --. _ ori Farce. Arcr 639-4175 1) Pennit Fee -0- -0- 10.00 IVarna a oeveropa+nr+i n 2) Supplemental Pemtit 3.00 FurtuA a to 1 OO.000 6TU 1 �`�ddm= '✓ �� 7- -� 1) ind_dugs&Vents 6.00 Taucld r4lapNoFurnace 100AM BTU+ 2) ind.ducts&Vic eft 7.50 ld Bk+ck Srrbdirisiorr "— i4m (or name a besimasl 3) �� WOO Maiarp Address +n�a 4) heater.wad hea ter 6.00 -- Owner (rlfao T222 hea er �b �P 5) Vent tat incl.in - 300 appLuxe N"A P __ -- Repairof beafug,refrig- -ooWV.abso"ion unit 6A0 MaWtv ass Phone7) Boilerorcot plo3NP atjsolp_unit b 100 W BTU 6 Bonet or to 3 HP-15 HP OocuPant Cwcy/State zip 8) absorp.unit to 500.000 0 U 11 AO -- 9) Boilcror 15-30'IP Nam absorp.unit lb-!ntllGon 15.00 Ma&vAddrws Pb^" 10) Borlerorcompto30-50NP 22-SO absorp-unit 1-1.7`j nultion Contradcx cor'Staw ----- zip 11) Boiler a comp to 50 HP - 31.50 — absap.unit 1.750.000 BTU _ slow * stia,W. .r---— C*,Bvc Tax No. 12) Air IwMgatg unit to 4-50 t 0,000 C(-M --+� A8•ttand'.ug tali! - 1 1'«'wy ad mowledge rial 1 hare*mad this apptcs6on rias Ow k*mna6on pram is 13) 10,000 CFM f 7-50 comoM rid 1 are 00 Owner or aueroritad apeM n/Moe owrw.that plans StAmnilled are is — — — aarrvrianw%*h Sada laws.that 1 aro aspeswed w*h ria Stale Bu66e(:'Board tha the 14) Non portabkm 4.50 — nrrnrar�iwre a:axceaL!>t nseepl from State regiskason tAeasa 9"reason heiaw�. evaporate CUOIef � 1�—�2� - — _--_------------ t5) Vent fan connected 3.00 to a single dud _ -- -- ------ -- 16) Ventilation system not 4,50 included in ap fftanoe pam,0 v---� - 17—) Hood served by 1.50 median"eyhaust slpn.arre(owrw«aparq oaU 16 Domestictype -- —� T50 Describe wottc ❑ addition O alteration ❑ repair ❑ ) irrctineraton -----to lie done residential ❑ non4e_sidential ❑ -v_ t 9) CoT'?lercial or kkiusttial type incinerator 3000 Fiisting use of —— —— - .-- — Olher i.e.,woodstove.walet txnldlrg a properly ---------_— ---- 20) ;�.d4.50 healer.sO ir. othm dryer etc- use of ---- - --- Wikling or property—_-- -- -- 21) Gas piping orm to tour outlets 2.00 Iyvg of fuel-- ail ❑ nalural gas ❑ LPG ❑ electric ❑ --'— — - 22) More than a-pec cullet NOTICE SUB-TOTAL THS PERMIT BEt7UMES NULL AND VOID IF WORK OR C.ON- STTiUCT10N AUTHORIZED IS NOT COMMENCED WITHIN 180 Sx SURCHARGE 3 DAYS. OR IF CONSTRUCTION OR WORK IS SUSPENDED OR PLAN REVIEW 25%OF SUB-TOTAL ��,T ~DONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER — a1tORK IS COMMENCED. TOTAL irlr.ml Conditk)ns rte. zaca `r crt.ti, r A��aa arms o, „/ H i64 / C)i 7 7 ✓ v � Msr90 -0183 /G .Z �7 � Sw R "► b - o � 95'�1 r� sr �� v / J' tv `�✓ . / 6 :Z � �/ 1-1 5 T =3 O-qi $ 6 !B so, t / c h sr�ry V / ol .ice © 2 /►sr`ic� - e / $ 9 0005 r>r- TD n Ira �208 6! .Z,5,D z q A535 .3,31-/ 2-;;—)6-15 oo OY q Sic /;7'T voo V5 -7 so op /3 23 21 F-3 2e -2;z S .3.3'/ ; 22.5/S 0. 2 7 .2c) /is ),,A6;! 3,260)" .2 ,g R 9S 4f, 45 . ..... PIJ a,_ t t r • A 4 � '-r•y •11 : 4FjW_MEjLWX_WLi l 0 mp NERmSEAL NG A Triumph ( Wood 'l'echnology Onlipresscd under prc,lt clu;tl-tcr toil third ]css than LT lnncr-tical Siding heat and pressure, the fiber rCo.]W ►(ul 01- (•eche. IAlKillsi()n is desigmcd as .l rcplac•cnlcnt and hinder fuse to gethcr and o mltrartion arc alrlu)-,tfen- harcllr wrd, ply wv)d and to f()I-tll a 1)(411-d that ()Lit-- ni�ir nt. It is cxc•ep- sc,lid \\� „I Ill 11,: perf�n ius all (►thee ��1u►d ticnm1k �tnnig yct is 2W( It's Illactc ll-()Ill pr(►clucts. and by a hrgc lightc l INIll hardhc►;Ird. L��uisi;ula I'ac itI► '` nlars,�ill. It h&, the fccl ,111(1 heft rc 11larkahlc nc�� LT Inner 11111cI 'c 11 s tight ►►f s()lid w►►►►c 1. It 6 1csn't �� ;11 strurtur;ll Nord '4111 tur►' litcrall\' rcpcls buckle err cicLnninatc. It nllhined with a resin- water. the major c•ausc c,f t;o,es un straight and stats -';lturated (wcrlay. siding pro hlcllls. that way. It cuts and nails Tllc LT Inlicr-tical It 1), uncclu;Illcd heaullftlll}'. WitlWLIt Cracking structural h►wvd i, luadc dintcnsicn1;11 Linear (w splintering. lr�►I11 S(did m tlh(�i 11)d eSpallsl(nl I�, It'S', than that ut Alld It ]c►()ks dist like a highly ac vollc-cd hilidt'l. h;udhlrucl sidins; and frulll a n;ltur;ll �;1\V-tCXt1II'Cd c•cdan b - :. ..., ...:.... . ..., .:.. '.r k ...,....... .. .. f ► } � 1 L-P Inner-Seal Siding comes Report which is accepted by Physical Description primed and ready to stain or ICBO, BOCA, and SBCC. Thickness Width 6"(51/e")8"(71ib")91h"(93A')12"(11N") paint. All ends and edges In addition, the Inner-Seal Length 192"(18') K Surlace rough sawn cedar texture are sealed structural board substrate is Product to provide covered by HUD Materials Packagmq' 8" 8" 91i2" 12" PCs bill 10 PCs, 8 PCs. 8 PCs. 8 PCs. even Release No. 996. The Wt bdl 120 lbs. 130 lbs. 150 lbs. 190 lbs. Bdls unit 32 bdls. 30 bills. 25 bdls. 20 bdis. greater engineered resin-saturated moisture overlaid surface exceeds the L-P Inner-Seal Pancl resistance. minimum requirements for Siding The tex- paper overlay as covered in Use easy-to-install tured sur- the U.S. Inner-Seal Panel Siding to face holds Products get top appearance, top paint Standards value. Choose from three beautifully. PS I-83 patterns. Plain. 3"channel For great appearance, Paragraph groove. 4"channel groove. trouble-free performance 3.6.8.1. Physical Description and value, specify new L-P Thickness 4'," Inner-Seal Siding. It comes 1 Width K Inner-Seal Lap Siding Patterns Kann 12'.18" i n la and panel versions. Patterns gr channel groove,8"channel p p Add rustic appeal and groove,plain fail safe erforniance with Edges Surface rough shipl square p h sawn ceder texture Building Code popular rough-sawn cedar Standard unit 80 PCs Acceptance textured Inner-Seal Lap '9'.12'.18'based on availability L-P Inner-Seal Siding. Lap and Panel Sidings meet L-P recommends top the American Plywood nailing for installation of lap _ = Association's siding perform- siding. Siding Nkill kook bet- -'- --�, ante standard and have ter and go up building code approval under faster, torn. the National Evaluation - /�.-` 7w F.. :a•wa+^„.,Arm"" f i '' l C r " 1 LOP INNERmSEAL SIDING Vapor Permeability The above warranties are given limitation or exclusion may not apply to 7/16' Inner-Seal=0.3 perm only to the original owners of the you.This warranty gives you specific structure on which the siding is legal rights,and you may also have Insulation Value installed. other rights which vary from state to 7/Ili'=0.57R Claims under the above war- state. Surface Burning Characteristics ranties should be made either to Flame Spread Classification 3 or C. the dealer from whom the siding was Contact for Sales Ir{for►nation Limited 25-Year Substrate urchased or to L-P at 18'll Walden 13121397-8833 Warranty Office Square, Suite 105, Schaumburg, Louisiana Pacific Louisiana-Pacific Corporation Illinois 60173(312)397-8833. 1821 Walden Office Square ("L-P")warrants the Inner-Seal L-P must be given a 30-day Suite 105 substrate of its Siding(the"substrate"), opportunity to inspect the siding before Schaumburg, Illinois 60173 when installed according to the it will honor any claims under the above published installation and application warranties. If, after inspection and instructions and when properly verification of the problem, L-P LOUIS/e na-Pe' c f1C maintained, for a petiod of twenty-five determines that there is a failure an (25)years from the date of purchase covered by the above warranties, L-P 111 SW Fifth Avenue against manufactvaing defects in will,at its option either replace the Portland,Oregon 97204 material, hail damage, checlang, siding or refund the owner the cost of chipping,or cracking of the basic replacing the affected siding and substrate face under normal conditions installing replacement material, the total of use and exposure. cost being Whited to twice the original Limited 5-Year Prime Coat purchase price of the affected siding. •Inner Seat is a registered nademarh of t oureione- Warranty The sole responsibility of L-P Pacific Corporation LT warrants the prime coat under this warranty is stated herein, finish on the substrate, when the LT and it shall not be liable for Inner-Seal Siding(the"siding")is consequential, indirect, or incidental installed accor3ing to L-I's published damages, whether the claim is for installation and application instructions breach of warranty, negligence, or and whenroperly maintained, for a otherwise. period of five(5)vears against blistering Some states do not allow the and peeling under normal conditions of exclusion or limitation of incidental or use and exposure. consequential damages, as the above Additional Data Available Send for these other L 1'Inner UISI'Ie11MF:R:I.-J,Ultil LAIMS ALL •� WARRANHEF,, LXPRFSS OR IMI LIED. Seal Materials: � REGARDING t"PILI'GRADE INNERSFAI . I„•np sing samples Sit IING.INCLIIt)ING IMI'LIF.n WARRA TIE`;ill'MERCHANTAHILM OR FITNI • Lap siding installation instructions FOR A PARTICUIM PURPOSE. 1111 • Panel siding samples ` AHAl'IME EXPREtiS WARRANTIES 1I• . Panel siding installation instructions I'R11UILICrU11.1?tiNi�CT.ANU NOT T TO(RIR A-GRAI il.UH lrt'ILI7Y GRAM flooring brochure u • WHICH is tittLIt AS IS AND WITH ALI. •T&G flooring sample FAI'i:tw" •T&G flooring installation instructions • l)nderlayment installation anstructions Nc►1'F::An we im{moi•coli{m ducts,I.ouisianh•I'a<tilic •Underlayment sample warrantw•s,applk-atkn ndraniatm crde appnn'als mrd •Concrete form brochure perframnu-e s{x•,itxatlrms an,uixiated.If itis*k -is •Concrete fr im sample nsae than in,year Nd,likase rrmtad the crmgrmry Int • NER Code approvals the late-st atfomtation. • FRA/HUD(.ode approvals Aptil25,PM t2-6-AS-4 211M -Ili-s Ll c< C., v r 4s MURFANU F R A (� STRUCTURAL DATA .( \�o PRn��iJ p Oeeign live Loaae: 25 PSF Roof !snow land) EO MPH. Expesun B w�G l N � i .. Mind ................_...«....................»........ «.AIPN.ExP.wun B "' e Wind (MtwmaM 2 Seiwmic Zones ...................................«....._.._.... /tl- Sail i3.ennq prewnun (oeumed)..«..... 1500 PSF Trrc OFON ^ S LyE OK-4W 3 : CONCRETE 1 Minimum cwmwnt txnterrt for ad doe of ooncretw to boo 5.0 socks POr C, 5, ,,9 cubic yard of concrete. ✓�J t Minimum concrwte oumpreeeive strength: 2500 psi In 2E do"- ` R. `Q Minimum slump : r +/- 1' ASTM C-150 _- Cement used shall be ?ortiand C,emwnt In accoldIn" with Mhanq 'Nater shell bw in ocoa�ncs with ASTM C-•94 Aggregate shall be as per ,�* y Maxunum coarse aggreqate saw 3/4� Maximum water/cement ratio : 0.5 �ON^ Conerwts temperature Shall be between 50F and SOF portioning. Placing and Comply with A.C.I. codes and standards for all proWrtisra^w�,ti fly. 7 curing of concrete. C nsaWl for prrx+ortionlnq. mirzinq T o Conerarw supplier shall assume T'rU nsspo ' the above4 1 r�rxt ANtvertnq all oondreb mee and to certify that it ts requirements. *-,A Division S : METALS ams Cold rolled or formed wtewl: A% A500 Grade D (Fy" 4a kWk8i) forfor mns Structural st" tubinq : ASN A500 Cradw 9 Fye kW) r�•:alume finish. Garvanized metal deck : ASTIR A449 Grade E (Fye ) Potts or rodr. A.S.T.M. A307. F70XX electrodes. Welding: A.W.S. csrtMsd weldwre using All fln,ehew not specificalty identified to be Galvanized. Division 6 : WOOD CONSTRUCTION Wend Columns to bor. S4S douglas fir-larch, 7rwswrne rywnt an nqulrwn far condWone of exPosurw: dlrer:t wmbedmwrtt in canerwts. 9 DE 1 P A R T S S C H E D U L E W I N D L 0 A D USE 90 MPH EXPOSURE "a'' 1_80 MPH EXPOSURE "a' PART 10' x20! 9' x18 8 x1616'11 10' x201 9' x18 8' x16' AM PKFTL' Hf 3e' 3 90 ZQtC UN MM ROOF 7H3t _ r�WA C10 t 31/2 t l2 9e CIO t 31/" , I+9e CIO t 21/2 t 1+gs0 1 t 31/7 t 12 vICIO t 31/2 t 1+a C10 t 21/2 r 1+w TS+t+tO�0.S 15+■+nO�S T57t3t11OF6 154t+tGM 19t3t110116 1S3t3adMS COl1M1 - �.�� L 1 t e WPAs FFt/IAXN#1 (P '�W TREATED) rFFIWMtVC WIE COl1FN ------- 1Rtt1.tp11MMA■r-+1 Op rKOld t r-d Op WOW t r-4 as 1Kfls t J� Op 1e'Ok r r--0' 1lrOb r-,r A tffpe t T-4r '1F "rob t r-� aWE FTC#1 1e de t S-r 00 11frOk t!ter OD _ -- 1_- z d 4 r-4 a 2,t zr-,, 71 zeds gUME FTC 12 YIUe t J-4 '3p 24rOk t 74 OP 24rM't r-P Op 2,04 tt 31r1110 t r-r OI 31rub t T-4 Up 39a.t r-d Op 3rok t r� no 3�T1s t!-? 'p �t7w s r-r A AtIA1MfE Fm p —t• r � ,rte tr-v r--rr -- r r r r■* fir r-ry i"- r n• ,res r rr r-e rry tr t v . 1 0- x -ROWL) FL . . . . 'W + 4 'fPIR�VJ+t�^!? NOT I:I APi ROVAL A OVERSM IHTS, JAIL rr,- QETA16,-,, \ L s�E �D LE R r .%aLihFN L 1��1�RK '°w Fa■erOEtOQF PIAN 7tH.P '' R eA'meat etDOF srsE � m w ,!- ,.M NWHD MIM DMS SMICR ( Y /— NOW oax ��ir.a twa -- —War uUm(w�) 1 1 � roar wm cm mm) �I � m P rxvn � r r Oo.nlFrur s � ��—(a•rtawl - ,s- ,•e HDIc I/ SECTIO um �)DAI'_ .a 1/r d W""L Dqr Inst Z us�ooa v a�'�r UWU. 0 WOOD OOuaw appm calm r d m aomat t,ra,Dor cmc W__ :TAIL7 (� —\ \ /1f - It*GZT ISUL 90"(3W Mme HO rtlWHU HUD kHMIeO) �—hoar MAA � �r .M w ITEL 9~ MR WMA" FLNM++:-u al • eras 11 1 [z , •eort OF ow ""R F I (,Q FFWWW FLAN) cni°w I I�XJ , Li IW UTHM AC INl1. \-_ROS.W/Y C IWTMN \`��■ '� -0""OFallD M 1.J4csr ~ WE 7"tk t !� e M]/t .i v,,e ,.y..r �r.■o � 8 Ott FanseO LMATW Ola OlT MIR BUY T �N 102- (!0 7flfQ7lRl) .... Deiwlm uH r."[afeUMM J U We�iaO�rnueere r, ,• 1 � �rrr-ef _ 4 IV ,v.�, t7.4' d tr.r b i ► II j wp►r O�Fa tf 'M OTHM) tr-+t r ■ ■ " ■ ■ " noe■T �sdT r b !s b 3 O■MeI. jO�,..,NOW� P L A+N 5 AND DETAILS [11MICH Mow Ift AL IWM1D°Rum 7illw wr +u caWxn Faolw / ridn�ll� 111101Zbmt VVIN / (Q 97SfiD1A[Fal r.a1 MR NlM AL- DI or MW10"11n OIMI 1M1-ff0 s w m ON Al IM-loom" - 4 OF t I n CLO I I ��'��'�� ' ��.� �� I1��-� BJP � ►� --- -- avou mHuna a� N it 1�, , J ,' , i ; ;' - _I i i ,• I ' ' `�� / I II, 1 I R TT- Ial II 1A DD,Y `\ I :. /1 t / / •/ / � All \ A I _ I Ike� �•va,a � Cv1 x•��al I � I I 1 I III 1 \\\ \II - N /� .auZ r 1(p s co Z \1 I I I qac z.a = �6 d 1700 'L; 0 '^ N � r--4 n� �m SCALE: 1" = 80' FpUhJOAT1O m ('� = DATE' 3- ICe' 90 C�u�HAM F�LAC.-E APP.�TML�T`-� o DRAWN By R, F. "��GAP D OF�EG.GIJ 2 JOB Nn i 4 d Li RETAKE OF PREVIOUS DOCUMENT 'I I'J I� Jr d n r p ♦ _ JA Al NIC i a v � L _c � c- cr s t\ x r.rea.r,�t��wrrro k --- — --- - - S.W. 113TH I I r 1`•OEST►CJS i • � -� Ad14 ►Op,fS e 710.0 - PORTLAND,OREGON , � t O a ) � � . /ice r--�•-.s__ - N Y•- // � �i/ _• soeegt.j� ��—— •`' u1 Isr OL P. — BLDG N7 UJ - - ; P. la ;� N Q Q _ o _ d T ;TvCi c \ o Q 0 TP2 v u �1 624 0' ,ww ww.Ato•ou,nm U a a O U) O O -� AVE. SHEET _ TEST PIT LC7GATIONS �l or 1