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13300-13397 SW 72ND AVENUE-1 A'IEG�II I�� w" ...... - -- --------- �� \ -----_.__-------_-_-_---- --- 12' METAL FLUE& FI OM FIREBOX BELOW IS TO EXTEND 14' MIN. ABOVE MY HORIZONTAL - --- POINT WITHIN 0'-0' OF TERMINATION POINT - PROVIDE 2' MIN. CLEARANCE BETWEEN FLUE AND ALL COMBUSTIBLE MATERIALS Aigio I�t�l1�1r.1D WS ON LoWVPLAX446 12 �� - - -- -- -- 26 GA. *HEET METAL FLASHING CAP OVER _-- ---- ---_ � -- TOP OI• G;41MNE Y CHASE 1 _-_ --"- - - --- ----- -- 2 X 4 TRIM CAP ON 1 X 10 TRIM CAP BELOW - _-- - ---_-- -- -- SEE CHIMNEY CAP DETAIL - - - -----------_-- - ----- -- - - 2360 CLASS 'A' COMPOSITION ROOFING ON --_----`--_- -- -- -- ------ - -- -- - 1110 FELT BASE WITq 4' MIN- OVERLAP ON 1/2' APA 32/16 ( S PLY ) WOOD "ATING _U I - - _. _._ ON 2 X WOOD TRUSSES AT 24' O.C. WITH _-- - - R-30 CEILING INSULATION !BLOWN IN OVER _ __ ---- TRUSS CHORDS 12 _.-- _-•-- _ - — - - _ - 3' RAKE EXTENSION - SEE DETAIL - `� - -- 36' HIGH METAL PRIVATE ENTRY RAIL - -- METAL PICKETS AT b' O.C. �Q r REAL ESUrE DEVElQi�AEP►1>�fINICES 2 X 4 SPACE) DECKING ON 2 X t'� DECK JOISSTS � -- --- — - — -- ---- --- — �--_ —_�---- --- -� _ -- — —�' AT IS' C.C. - SEE BUILDING FLOOR FRAMING PLAN WAYI�E HEIKKALA __-•- -._ --. _- - FCMQ J041" AND BEAM LAYOUT AND DIRECTION OW n4.1600 _ __ _ _ / 11010 SwIM•eU Mill�1•i:�b•I•wr Vemcoww, WA 98W - - - - -- _ _.._• - - _ 3/8' R/S PLYWOOD COVER OVER FACE OF RADIUS U ---- - - �-- -7 - - - _ �1�.5_ CANTILEVEIMED DE(..K. JOISTS - SEE UNIT PLANS FOR SPECIFIC DIMENSIUNIS -- ---- f _ { 3'-8' X 4'-C' FRAMED DECK OPENINGS AT 0 I Q SIDE WALL - SEE L14IT PLANE "C3 6' MIN. CONCRETE EXPOSURE AT BASE- 'y M BUILDING - FINISHED GRADE IS Tu SLOPE • t� - - -• - - - ALL�4'1' PROR'1 BUILDING EDGE - VERIF'r INDIVIC'UAL � .fit - ----- GRADING REQUIREMENTS ON GRADING PLANS 1.1p1J L I f I FINIC44ED GRArE , II 1/2' >. 6 HORIZONtAL CEDAR BEVEL SIDING ON 1 � ELEVATION � �r � VUR � .S�N�N '� t3UIL�'d'UDS AST >rF OL. liJlACImG �'r2-13 B4'.TTSlNSULA710N 1/4' ■ 1'-B' AND 3%3' INTERIOR GYP. W. FINISH •- TYPICAL EXTEIOR TYPICAL FLUE HEIGHT DIMENGION6 AS SHOWN: 13/4' INSULATEO METAL b P4NEI_ ENTRY DOOR ALL FLUE CHASES ARE TO EXTEND 24' MIN. TYPICAL ABOVE ANY POINT OF ROOF WITHIN IO'-C' 0 'MILGARD' OR APPROVED EQUAL DOUBLE PANE , WHITE FRAME ALUMINUM WINDOWS SIZED C� 10'-0' MIN AND INSTALLED PER UNIT PLANS • 6" TNIOICAL TRUSS TAIL OVERHANG - NO ;-d VENTED BLOCKING AT PERIMETER OF �� EIUILDING - ALL ATTIC VENTING IS TO CC-CUR ON ROOF TOP SUIM^ACE - 8EE AIOOF FLAN FOR JACK LOCATIONS AND AREA REQUIREMENTS • 12 - G►1 -- - - _ - 2'-4' X 2'-4' FLUE CHASTE FOR UNIT TYPE 'C' IN BACKGRCXIND - SEE ROOF PLAN - - - - - - _ _- -_ - - - ---- --_ -.. _• CITY OF TRAP+[) _ - Approved..................................... ...................... Conditionally Approved ................. ....... ................( (: U _ - Ib' X 32' LOUVERED VENTS INSTALLED OVER For onlythe wo-k^ do crib In, GYP. SHT'G FACE - NO PENETRATION OF GYP T NO SHT'G IS ALLOWED - ALL VENTING IS TO OCCUR -- IN ROOF JACKS ABOVE See letter to:Ro,"ow...... .... ............... ........I ............ --- Attach......................................... r i • 'SIMILAR LOUVERED VENT AS LOCATE:) ON _ ELEVATION AMOVE - - ---- Job Addr f� -1,7 - �' -- — _- in By: 42 GUARD RAIL WITH PICKETS AT b O.G. AT 1 - STAIR LANDING --+� -_- - _ - - - 5' CONT. 'K' GUTTER SPIKED TO END OF • --_ _ - - - TRUSS TAILS - SEE ROOF PLAN FOR d MARSHAL OFFICE DOWNSPOUT LOCATIONS k-� _ ❑ L ❑ -- ---42' STAIR LANDING RAIL CONOIT04ALLY APP13OVED . . . . . . L7 ` l—J AF�F�T�t�V�1l C't' ',l>\N:3!.4 NOT AN APPROVAL.OF 36' PRIVATE DECK RAIL - TYP. �,: r;r 'SIGHTS, O r.�1f�B,C�N.�i; , /1 c� 00 -- - ---- - -- -- - ---_ -_ -- - WALLCANT - HANG 1 X1W DECK 0 FROM FJ016TO FRAMED ROM t - - - - _- - _.--__A_ - - - CANTILEVERD BEAM - SEE FLOOR FRAMING -- - - -- - - - --- - - --- -- -_-- -- ^- --•-----__--- - - --"` - J�� 1/2' " PLYWOOD SOFfIT ON 1/2' CoYP SHT'G --- - --- - WITH I X 2 CEDAR TRIM 1 24' OAC. BOTH WAYS _ �----- U _- ---- -------- -- `,----�- BOARDS NTA ED FLUSH TO GYP BHTG EXTERIOR - - I I -- --- - -- BUTT JOINT ALL 1/2 X b CEDAR SIDING INTO CORNERS F1 CAULK ALI. EDGES STAIR RAIL TO MATCH - - -- 3'-S" _3�I,'.. _ - +-�-- -- -+ _ - — - - -- - architects , p . c . Q SLOPE OF STAIR 11" t1 S.w.Soon00 F...r Ad, - �F -- -- ---- - L - - - ---- - - -- - SIDE WALL SEER UNI DECK OPENINGS AT _ _ _ lagO�wpo.t]IIRITOO6IS03i6"18 \ — 2 X 8 CVG STAIR RAIL_ CAP - TYP. 1t+t E OM SIeMt �� --- ,\ `— _ �_ �.— -- — -- — ----------— — ---—— — ---- -- — Yv1 f Ithr,WA fM110 206 6P6-0OS1 I I__-- --. _ --------_ --- -- - -- - 36 PRECAST CONCRETE STAIR TREADS n conrw W"mos ----- - -_— �- ATTACHED TO 4 X 11 D.F. 01 STAIR STRINGERS - rc�rl«+e,WA fas2(�o616n.M6 -" " - -- - - -- PROVIDE MIN. II' RUN / MAX 1' RISE - SEE STAIR DETAIL 7 - - - - STAIR RAIL: p A-2,_,, V2' X 6' CEDAR BEVEL SIDING+ ON A 1.1300-13397�9I SW 72ND AVENUE BUILDING ELEVATIObj - Is Ing PLYWOOD SHT'G ON 2 X 4 STUDS AT SEP �z 5 1g9Q w OAC, WITH 1/2 R/S PLYWOOD BHT G 11412RIOR FINISH K ..her'+rt1 � E rr� 1 OF SGAL I/4 10 Inc. hfRNt No. " IF THIS DOCUMENT IS LESS I 1` I I 1r1 'r I e � I I I I I I � I I I I 1 I I I I I I ! IIi III III III II{ III III I�r1t11 T� ��1IIII I�i II1 SII III I 1 1Ii III ( ;t ,.2.222 (2 LEGIBLE THAN THIS NOTATION, L-I 11 I I Jjl I I I I I I I I I I I j,� I I a I I I I l 1 1 :• 77 `1* 4 6 « �v � OBER 993 _— 1� OCT 26 �f IT 75 DUE TO THE QUALITY OF - - E it S j. �t '�` -- —• - -- •— No.b THE ORIGINAL DOCUMENT. - -- --T-•- -- - - _- _ ib � 8t B1t LT Iltt 9t t't Et I�'lit TT T 8 Z 9 ILI' 11111 �lilIfllllllltllll�ll�llllllll�lll _ l OPAOKft OF Teti • or�• t f —` Ilwidoas -41 1 - c3 ,90 UNIT TY g UNI Tl FE 'A' I 2 I 2 i • c�� L--I-- ,4--- TRM I L?�dsw- VOW, I 3 OF71 0 MVuf Mao= I � � I aEK ESutE oE�'ELCX�AENT�ERV�CES Eli B 0 --- WAYNE HEIKIKALA Y r---- ----- -----J I r------------� I I I-----------------� paH luleoo r sw is�.Cr«hreed UNI TYPE • MAIN ISUILDIWs CONGTRWCTICN: ; -� it , li 11066w6no hum UN IT TY ' 3' TYPE v, I HOUR RATED CON6TRUCTION SEE AS6EMDIL LY TAWAOT6 FOR A6 BL EXTIRRIOR WAIL NIQUIRE ENT6 - I II , LY I� L SEE BUIL V ING UCTIONG FOR OTHER ; i t 2 I I i W AGOEMBLY REGiUIR>E NT6 ; i i i i i i - I ~ ....J U w jl ------------— p' I � I i I 1 I 236* COMP0��710N Rc,':w°ING ON �� ,---•- I ' I UNIT TYPE 'G' 41PA 32/1* 5 Pi-Y) / - --- - FELT ON I/? ------ --- QkO0 6HT'Cii ON 2 X *111"1!116 AT 24' O.C. — I C- �+ I WITH R-30 ipe1..�?UN ING LAT'C�4N IN I - -- 3-V-2' l UNIT TYPE 'IS') -� 32'-1" l iJll T �. 'f'1+r ATTIC 6P,ACE —.----._ — LO— 11 -4 -- -- ----- •�---- air' �GUAFVRAIL WITH b' 1►1CKgTS A't• � I X / ALL PRIvAlFAC,.CII;" BALCONY t>3E6 • 6E2 DETAIL 2 2 ------ F I EgJT STOF* �LAN /-- 1/2' X 6* CEDAR BE',,'EL 610ING ON - SLOG. FEL'. PAPER ON 1/2' GYP. :t -Ix- w I° 6CALEe I/et . .I'-m' 6HIRATINGir ON 2 X 4 6TU06 AT Ib' '6 OG. WITH R-13 BATT INSULATION AND (�-------'- Stv, INTERJOR GYP. SO. FINISH - TYP. cq 1 �— 3' TYPICAL RAKE - SEE ; I -- UNIT-TYPE DETAIL — — fl I I I —IP I li I it I I w� 151.111.DING LINE BELOW I \\ b' TYPICAL EAVV OdERNA -m UNIT -C'Y 'E'�' UNI TYPE 'A' \� i ii 1 11 1 O r♦ 1 42' GUARDRAIL WITH b' PICKETS AT ; — II I 11 ALL PLIJOLIC ACCESS BALCONY El EDr$6 - SEE DETAILi------ -------•--� I I C—'—] L--- C===3 13'-4' 2 D-1 TH132 �JTORY FL14N I I I A66 A Y 3 I'' M I O I I 1 1 4- M hr POCOLoIo vjrn+ SELF 4wsI'14 pbnx >~ TAPVjAET UNIT TY 'B, UNI T`-PE 'A' architects , p . c . 1?m RW.WnMI"ow. — —v --- 3V-21 l UNIT T_YrE 15'1 — ----,k — -----32'-2' [ WIT TYPE 'A') w�wr.WA UM(30%816-Ml ri cw" way SECOND STORY F- AN- - A---7 Sw �'��rvn r�v�r��F %f: uh' . If.ee af' hoot No. —Itm -I FROM 7-orm"MON IF THI._ S DOCUMENT IS I.— ESS ��" .... ,.,, 'r..'y';. _,....:::.Fx m r..:siaLe`+axm :--•.x:,, _ ,- ..o:.:.? - LEGIBLE THAN THIS NOTATION, I � I I � III � I' I � I � I f � ! I � f ! � I I � ISI ISI ISI I ( 'h� f ISI ISI I � ISI 1 IJI� III I � I Il� I� I �- it 1 11 I I 1 tIl r I� I I I II 1 1 I III I I I I I I III I I I I ! I III I I I I I III 1 1 t fi 111 I I I A I I� I I I I I � I I I 1 I I 1 I I ► I I I I I I I I I I -� �„ M Ill�� _� �( �� ILS �L_—_�—__� lUl ( _ - � IT IS DUE TO THE QUALITY OF sO�T�C�? 2 6 � 9� No.H �• -M7L!� THE ORIGINAL DOCUMENT. - - — __. __ V 1; 8Z taZ GZ 9 Z 6Z E Z tZ OZ 81T B�I GT tl�t QI t ST ,T tT t �8IIII III I I�IIIIII�IIIIII�IIIIIIIIIII�IIIIIIII IIII IIIIIIIIIIIIII IIII�IlII IIIIIIII IIIIIIII Illl�lllilllll�ll�ll I I I . . � ,III IIIIIIII III IIII W1.l1l,Ulllll Illlllllllll�llll�l�lll 1`1 n111l'. •1""'1� 1."'1 1_'.i n � � '1,�1 � � I`1 Imo' 1'1 1 1 177 n n 1""�. Li U. •�.1 �,.1 �•l �:..1 �1 c c �. � l.�l 1,.,.11 1 1 1 Li SLI U UL •" IP ti N I d , 1• s w• _ i 4r � 1 •,I TX c� CIT- YOFTIGARD COMMUNITY DEVELOPMENT DEPARTMENT C hooN 13126 SW HWI Blvd. P O.Boot 23347,Tlpad,Oregon 47223(600)@010-0 76 C,_Ct LL 7 ---- ------------------ F F.F?i+i I T #» . . . » . . : PL M 91-fL X14 6 639-4171 DATE ISSUED: 04/10/91 D ' T'I: ADDRESS. . . s 1,3300 SW '72ND AVE: PARCEL: c:'s�l01DL{_.kltn$xF17i �:)UBDIVISIDN. . . . : ZONING: R-25 L+L UCK. » . . . . . . . . . I_O"!. . . . . . . . . . . . . .. - - - --- - CLASSOFWORK. . tADDGARBAGE: DISPOSALS— : MOBILE HOME_ SPACES. : TYPE OF USE. . . . :MF WASHING MACH. . . . . . . : BACKFLOW PREVNTRS. . :7 OCCUPANCY GRP. . :R3 Fl--(')OR DRAINS. . . . . . . : TRAPS. . . . . . . . . . . . . . : STORIES. . . . . . . . : WATER HEATERS. . . . . . : CATCH BASINS. . . . . . . : FIXTURES--------------- LAUNDRY TRAYS. . . . . . : SF RAIN DRAINS. . . . . . SI.NKS. . . . . . . . . . . URINALS. . . . . . . . . . . . » GREASE TRAPS. . . . . . . . LAVATORtES. . . . . r OTHER FIXTURES. . . . . IUB/SHOWERS. . . . : SEWER LINE (ft ) . . . . : .TATER CLOSETS. . : WATER LINE (ft ) . . . . : ISHWASHERS. . . . : RAIN DRAIN (ft ) . . . . : 1 ks : 7 BACKFLOW PREVENTION DEVICES iwner: --------------------------------------- -__.__-._____.._._._. ._- FEES ,RITERION EQUITIES type a.mol-lnt by date vec-pt 800 ONE MAIN PLACE PRMT 4w 52. 50 VAI 5W MAIN STREET 5PCT x• 63 ! / 'ORTLAND OR 97204 PAYM 55. 13 JLH 04/10/91 hone #: 22:3-1334 :ontr^actor: HE DEVELOPMENT GROUP, INC. 1818 SE MILL PLAIN BLVD, SUITE 208 FalwICOUb'ER WA 98684 _.___.__.________________.._.__._._.. ..._ _. I- pane #t x.06--254-180N t 55. 13 TOTAL �pq 0. . 5331: ---... ---- WEG?U I RED :t NSF-'ECT IONS ----.---- -ls pereit is issued subject to the regulations contained 1n the Final Inspection igard Municipal Code, State of Ore. Specialty Codes and all other lopl icable laws. All work will be done in accordance with ---.-- =roved plans. This pereit will empire if worts is not started ,Ithin 190 days of issuance, or if Mork is suspended For sore --- a^ 180 days. 4l e d B y . - ----- - C;all for inspection - 639--4175 CITY OF TIGARD PLUMBING PERMIT 13125 SW HALL BLVD. P. n. BOX 23397 /l.{,pl"nts must hold Oregon Registration to eoodud a plumbing T I GARD, OR 97223 W,,iness or must be property owner/operator not hiring outside Irelp. Name dOevelopnent (503)639--4175 (Xrn n Plumbing Permit No.gJ e,y4 Address - 41 �� ORS 814-2t-610 QUAN. PRICE AMT. Job Tax Lnt Map.No. - -. lAddrvta FIXTURES lnl FGkxk Sub6rAabn - ----- -- Sink Name of of bwkww) ` _--- 7.50 A4 Tub Tub or Tub/Shower Comb. --- 7.50 Shower Ck* _ _ :.50 Owner City/State zip Water Closet _ 7.50 -- Dishwasher _ - 7.50 ptx)1e ('garbage Disposal 7.50 Name Wasttkg Madtine 7.50 Floor Drain - 7.50 Water Heater --- 7.50 LP .- Occupant '- Laundry Room Tray - — 7.50 P f;ily/State _. lhinal 7.50 colts ----- Other Fixtures(!'necih)---- - - 7.50 . -- - 7.50 - - 7.50 Contractor Gly/;fete —� -- - 750 MISCEL!_AINECIUS City Bus Tax No. I a i st 10U' - 90.00 State s_ No. State PkxOxws Bus. Sem-oa-Adclk 100" -� —_ 15.00 _ (ResKlantial) Water Service t st 100' 20.00 I horsily adutowlodge dtal 1 have read C%is -- Water Service ea.Addit2M' 15.10 application,Cul Cts ktbrtrtetian _ given is oared,Cut I am regWored vAM Cts State IGuXWB Board,and also -- Stam 8 Rain Orcin 1st-100' -- -" 90.00 have a State Plat"license Ow.Cts numbers given are correct.that ail — -- - --. pkwnbirq wale vA be dons in axarda•tee with applicable prov"m of Ore- Stent ti P.-in Crain Add 1.100' 15.00 ton Revised StMutas Chapters 447 and 6M and applicable codes and flus Mobile - — 1-help who be enlp>Imylked unless wuod under ORS FW ("t-wVA from I ome Space _� _ State regisb atktn.please give reason below)- Clack Flow Pmvet tion 140MC-OWNE-RS--1 hereby usru'1y thea I am hila owner of t e propwly de- Device or Mb-Pollution Devictet / 750 w b ed above.al which bc**n 1 propose b make a pkant kV kntaU dm k)r - and Any Trap ced Weals Not my own use aitis property it not being oonstrnxled for sale.bans to root Connected is a Fitckws 750 --.__ �__- - -_----- -- CatchBasit --` 7.50-- Mup.of E.".Pkxrt*y --- 40.00 Per Hr. - - ------_--�.-.., -__ SPec'ah Requested InspedMxu 40.00 P.r W -' --- ----- ---- Alter.of Pkanbkq - an Err**V Bldg. 15.00 min. Alm101tZED SIGNATURE '-- -------- --- Date New 0104.or Build.Ad~ --- _- 25.00 mit _ air�1sir e ftal�� IUee«ibe work rtew( ] addition( ) akoretion[] repwf n d euin3 - 15.0D - - --tQbe dale-------resldentiel 1_.__.__�ncxrrosidentiel j�___ _ C-ldstlllp use of _ -- ---- - b'ik*Voraoperty-. .- --- $25.00 minimum SUB-TOTAL Ptoposed t'"01 5% SURCHARGE or ty 25% PLAN REVIEW fyOT10E Tale rw-*b«xvnse null rood vW tt work Of ommmuc lcm"xwtred Is rto1 com ---------- -- --- - TOTAL rmenoerl wRltkt t f0 d*vv..0 If r"mitns-Om or work M auaperded or abandoned for a Period of 180 d"M carry&ter em«-nM N contnwnoed ti"CL,kL 00"onlo"S Date Issued by _ ELMR&PRALM ro ----------- CITY OFTIGARD RLCEIPT OF r,n- YMFNT RECElf'-,T NO. in 1808 CHECK AMOUNT 55. 13 CASH WOUNT 0. 00 WAME s THE DEVELOPMENT GROUP PAYME14T DATE a 04/10/91 ADDRESS SE Mil-L_ PL,AIN BLVD SUBDIVISION NO. 208 VANCOUVER, WA 98684- pj.)RPOSE OF Pr4YMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID "ER pl-UMBINo rcmvi PI Mc)1--0046 5;.:'. 5 0 s, BUIL-D HAMPTON RIDGE APTS BACKFI-OW DEVICES TOTAL AMOUNT PAID 55. 13 s_._�_....:......... .:e.......mac:.��s-...alar._r!�,.'"W�IYILLWM�sw �.............,..._,..,......._.... - 8IGN PERMIT I I PERMIT #: SGN91-0043 DATE ISSUED. . . . : 03/15/91 EXPIRATION DATE: 05/15/91 PARCEL. . . . . . . . . : 2S101DB-00800 ZONE. . . . . . . . . . . . R-25 BUSINESS NAME. . : HhMPTON RIDGE APARTMENTS SIGN LOCATION. . : 13265 SW 72ND AVENUE APPLICANT/AGENT: PRINCETON PROPERTIES BUSINESS TAX NO: SIGN: FREEWAY ( ) PERMANENT ( ) FREESTANDING (X) TEMPORARY (X) WALL ( ) ELECTRONIC ( ) OTHER ( ) BILLBOP RD ( ) BALLOON ( ) l SIGN DIMENSIONS. . . . . . : 2 X 4 X 2. TOTAL SIGN AREA. . . . . . : 19 Bq.ft. WALL AREA. . . . . . . . . . . . . Bq.ft. WALL FACE (DIRECTION) : NA SIGN E'SIGHT. . . . . . . . . . : 4 ft. PROJECTION FROM WALL. : in. ILLUMINATION. . . . . . . . . : NON DESCRIPTION OF SIGN: Temporary sign permit for "A" board sign. 2.6 X 3.6 X 2 = 1.9.5 square feet. MATERIALS. . . . . . . . . . . . : WOOD-PAINT EXISTING SIGNS. . . . . . . : 1 ELECTRICAL PERMIT REQUIRED: NO BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/* PERMIT vzz: a 0 APPROVED BYs DATE: 03/15/91 WNFL JIRM Permit No. 4�'DD yy CITY OF TIGARD SIGN PENT APPLICATION The applicant hereby applies for a permit for the work indicated or as shmn in the acx-,�panyirvg Plans and specifications. SIGN LOCATION ADDRESS: Z �r S(� ZONING: c NAME OF BUSINESS: , � l AA) II �,it COMPANY: �� L�I./ PHONE: APPLICANT/AGENT: �_-� The City of Tigard imposes an annual Business Tax which must to kept current on all persons doing business in thA City. Do you pr tly have a current business tax? YES ( ) NO U.L. Label PROPOSED SIGN: (Check as many as apply) PEi�1ANENr ( ) FREESTANDING (<) FREEWAY ( ) TEMPORARYF. ) WALL ( ) E=RONIC ( ) 0THER (�) BILIBQARD ( ) BALLOON ( ) SIGN DIMENSIONS• .� X 3 EXPIRATION DATE: TOTAL SIGN AREA (Sq. Ft.) : WALL AREA (Sq. Ft.) : WALL FACE: HEIGHT (Ft) : — 1RaTECTION FROM WALE,: -104 ILLUMINATION: YES ( ) NO ( ) TYPE: COPY: lE l )11/ I✓ l� L _ L MATERIALS: 1. ^� /! JT -- EXISTING SIGNS: - -- -- AEMINIS'MTIVE E}'.CjTION: N/A 'C>4 APPROVED ( ) 11014 MLUI _% AREA ( )) HEIGHT ( ) PI At II ZING DEI)AR'iME RrAll sign permits must be aoompan ied by a scale Permit Fee: r' . �— drawing and plot plan. If work authorized under Recei t--NQ. 'i/ 11i615/l a sign permit has not been oorpleted within ninety AWroyed Bv-. days aftex the issuance of the permit, the permit Date• _ yt r shall become null and void. ELECPRICAL, PERMIT I CERTIFY THAT I AM THE RECORDED OWNER OF THE RBDUIRE): YES ( ) NO (, ) PRoPERTY OR AN AGENT Atm1ORIZED BY T11E NMij - , BUILDIN 3 PFP MIT =r ==s =�- —- RF)QUIWD: YES ( ) NO ) Alli i sr=S ignature — cp/ Ails Telephone N:\WORD\CCMEV\ Y1�1 M NC' "PcAw CO J A t + r TiC1/9 _ 1 SIGN PERMIT DATE ISSUED. . . . : 03/15/91 PERMIT #: SGN91-0044 EXPIRATION DATE: 5-/151 qr PARCEL. . . . . . . . . : 2S101DB-00800 ZONE. . . . . . . . . . . . R-25 BUSINESS NAME- - : HAMPTON RIDGE APARTMENTS SIGN LOCATION. . : 13265 SW 72ND AVENUE APPLICANT/AGENT: PRINCETON PROPERTIES -- - -- BUSINESS TAX NO: -------- ------ --=- SIGN: ___------ FREESTANDING (X) FREEWAY l ) PERMANENT ( ) WALL ( ) ELECTRONIC (X) ( ) TEMPORARY BILLBOARD BALLOON ( ) OTHER ( ) ( ) SIGN DIMENSIONS. . . . • . : 2 X 4 X ft. TOTAL. SIGN AREA. . . . . . s 19 sq.ft. WALL: AREA. . . . . . . . . . . . : t. WALL FACE (DIRECTION) : NA SIGN HEIGHT. . • • • • • . . • : 4 in. PROJECTION FROM WALT• ^ NUN ILLUMINATION. . . . . . . . • DESCRIPTION OF SIGN: 2,6 X 3.6 X 2 = 19.5 square feet. Temporary sign permit for ' A board sign. MATERIALS. . . . . . . . . . . . WOOD-PAINT 1 EXISTING SIGNS. . . . . . . . ELECTRICAL PERMIT REQUIRED: NO BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 10.00 APPROVED By! DATE: 03/15/91 Permit No. S�trU /'�;iQ�3 CITY OF TIGARD �l SIGN PERMIT APPLICATION 061 The applicant hereby applies for a permit for the work ii-dicated or as shown in the acccvpan%ring plans and specifications. SIGN IDCATION ADDRESS: h SLS `�� t>.� -_ ZONING: ' Z NAME OF BUSINESS: APPLICANT/AGENT: OOMPANY: �,)g'� Kl \'�� _ PHONE: l iW" Cil The city of Tigard irkpo-ses an annual Business Tax 'lwhich gust be kept current on all persons doing business in the City. Do you presently have a current business tax? YES ( ) NO ILL. Ixibel # _ PROPOSED SIGN: (Check as t: ny as apply) FPEESIANDIM. A "",""�`"FRE.'EWAY ( ) TEMPORARY ) WALE, ( ) ELOCTRONIC ( ) C fER BILU30ARD ( ) BALLOON ( ) ,r �7 SIGN D:14ENSIONS: �' r; �� r. k 3 �') EXPIRATION DATE: TVIP.L SIGN AREA (Sq. Ft.)� �)• WALL AREA (Sq. F"-.YYtt PJ �--- WALL FACE: . _ — - If:IG[fP (Ft) : ` PRCUBCrION FROM VU LL: J -- ] UjR✓J_NATION: YES ( ) NO TYPE:COPY: "017o& MATERIALS: EXISTING SIGNS• T- ' -'L1' I �Gtf 1iG�J� G x? ' ALTAINISIPA= EXCEPTION: N/A APPROVED ( ) HOW MUCH _% AREA ( ) HEIGHT ( ) C 21rs: P�C Dg'AKIMHNr All sign permits must be aeoonq-tanied by a scale pp: ,dt Fee: _.__ draGring atx9 plot plan. If work authorized under r«�e� No: a sign permit has not been cxxpleted within ninety �r days after the issuarKe of the permit, the permit Date: shall become null and void. Lgl)L-- I2ICAL PE 01QT I C=. F'Y TI IAT I AM THE RFmRDED OWNER OF THE RDXIRETI: YES ( ) NO ( ) PROFE M OR AN AAGWr AUTHORIZED BY THE MIM. BUILDING PERMIT /1 ��t�^-'/tel•t 'Sf c'r�-�1.� RDQUIRFD: YES ( ) NO �\ ) App1TCCe1It's Signabire c�/[3tQrIPFRMr Address Telephone N:\WORD\CCMDEV\ V-T NOW P CNTZr� T C� I fCIT M, TIGARD TItDIes-� n�t�_3-.�s -�1 "Pk A Ll 7,z CITY OF TIGARD RECEIPT OF PAYMENT RECEIPT NO. :91-210514 A OMOU�N'l 20. 00 MO' T NAME HAMPTON RIDGE APARTMENTS Cq, MOUNT 00 A I C' T DATE TE -NT DATE 03/11 /91 lE-ss 130'65 SW 72ND AVENUE -OYM - 0 7-N� 03., SUBDIVISION 1-1(3ARD, nR 972-23-- SAME PS RECEIPT' P'URP'OSE OF PAYMENT AMOUNT PA I D PURPOSE OF PAYMENT AMOUNT PAI.T-j SIC3N V,ERMIT F '-�(',N 91-17.1042, $10- 00 ',bN ') 1--0044 $10. 00 11ITAI_ AMOUNT 1-4-111) i C11YOF TIRCERTIFICATE GOM cf I CATS• OF' MU NITX ®EVELOPMENT DEpgp�gEhlT CT/ Rp OCCUPANCY —13126 SWfwi8ivd. t�.0.8-23W.T*M,or.W�{cai. tips0"90NF'►- '11.1_r. #. . . . . • • a SUP90•-rill 86 ITL-`. ADDRESS. . . ; 1 IAT jUBDI VISION. . . r 133�►0 SW '7� ,gip AVE fir_;r,,>�_ I SLOCK. . F..... . . . r PARCEL.a 22101 DEQ-00800 .. _...-_ LOT. • . . . . . . . . . . • / 70N I NG a R-c 5 -t-ANEW T'YPSdOEUSERK. IAC ()CCUPANCY (3RP. S M 1 1")I`r (W"ANCY LOADr 'I=N►+NT NAME. . . a Powaat*so Permit for L-arports totarl of 11 bttildingat, CRI 'FE-BION EQUITIE6` f800 UNE MAIN PLACE 101 SW MAIN STREET PORTLAND OR 97204 Ph a r,e #1 22:3-1334 Cuntr",W.tore ---____.•_ r1 i1- DEVELOPMENT ()ROUP,H. INCA 1181H SF MILL PLAIN IALVD, SUITE 208 VA1\1COUVE R WA 98684 #: "'C.-254-1800 y #. . 53,312 �t + 1PMn[,y of the lAbove refFr encw.d building 3s h ( 1i ' ompl ialles with the State ()f I]reyon S ecialtr �'bY given► and ce.rti fie,. �NnrY, and uses ""rler which the referenced Y Codes for the Remit wags isruMd. group, llEPA TME -JT •-----_._ --- - �ii _�. LAI.III...DIfVC IN> FSE C'rnE;__.__..____.�_ Nll:f•t!�j I NO I C I AL�.._...___.�.„..,,.,,. 'OST IN CON P I CUOUG PLACE. - ---------------__.-- —� CERTIFICATE OF OCCUPANCY C17YOFTIGARD Cf1YOFTW4RD� rj(. F)M 1 T #. . . . . . . Bt.)�'`)N...i i t3a COMMUNITY DEVELOPMENT DFP RTt�AR O1"O°" 13125 SW NrI Blvd.P.o.Bax 23307,T>p&W,aWn am(bo3i!kms 4t PARCEL-. 26101 DB--00"Q) SI-i ti. ADDRESS. . . 1 13300 SW 7i«ND AVE #GARG ;RONIN©t R-25 iUPUIVISION. . . . t ._. . � LOT._.. .. BLOCK. . Y CLASS OF WORK. 1 NEW TYPE. OF USE. . . t ACS OCCUPANCY GRP. t M 1 ULCUPANCV LOAD T^hIANT NAME. . . s Remarks ; permit for• Garages, Cc�l:ail ��f 11 bt1i. ldinga. !')weer, CRITERION EQUITIES 11300 ONE MAIN PLACE 101 SW MAIN STREET PORTLAND OR 97204 pFj on e #1 223-1334 Cantra0- r3r e THE DEVELOPMENT CROUP, INC. 1 18 I H SE: MILL PLAIN BLVD, SUITE 108 VA14CDIJVER WA 96684 F>hanc+ #t P06-254--1800 Reg #. . 1 53312 Occupancy of the above refwrenced building is hereby given, and the compliance with nderOwhich[,th�regon efer^pr�3icedapermitCodes wa>nfor ius�lled. ?, 9r-oul occ:uFaaney, sand �iu.}� under l.�GiMrI�- F=I Dy 'i4 dE'hIT BIJII_T)1 ' + IrJ'. GTpR I C I AL POST IN CONSPICUOUS PLACE__, I INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection _ �� `% '/��C �S Date Requested Time -- A,M. P.M. Address Permit #916 Owner _. Lot #_ Builder — The following Building Ccde iciencies are required to be corrected: Presented to _ - /IApp,.ved Inspector _- !_f Disapproved - - Date % F'OR REINSPECTION 1 YES 0 NO r'".i.,: {'Y,T` � ".rye^� �f41'MN�.•�"t� � �riy lilM, 'l.a; 1,. ilr .7'(�.i 'RI�OC `!•T"i-' ill . pcIN vq TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE ARE (5Q3) 526-2469 POSTED: 0 CUPA14T �' / CONTRACTOR If r .1 jg 6 Co ) 2, 2 BLDG. PERMIT It T- PROJECT NAME PLAN REVIEW 0 LOCATION JURISDICTION: 1= Be. 2= Du, 3= K. = T = Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION � ) ATTEMPTED FINAL Framing El Separation Walls � Sprinkler. System Shaft ❑ Fire Dampers (Overhead/Underground) ✓, Alarm System Hood Exvng Systems Conference El Spray Booth � Ceiling C(.ver � Other 1i U) / Q /iti �.. Date. Inspector: � ; PROJECT WASHINGTON COUNTY INSPECTION CARD DEPARTMENT OF LAND USE AND TRANSPORTATION PERMT NO. FOR INSPECTIONS CALL; 640-3561, 24 HOURS - �7 FOR INFOr:i4ATION CALL: 640-3410 j DATE - / :3,0j ADDRESS _ � /�� / E" PERMITEE __— _-- -- DIRECTIONS _ PHONE NO. BUILDING MISCELLANEOUS LUI _--_ ELECTRICAL--- � ftg post/beam nail mobile home around rain drain temp service fdn frame apron/ wood stave post/beam stQMsewer cover 6 service sidewalk FINAL 1 slab insul FINAL HVAC top-out gas test sewer USA No. , OTHER —__.-_----- — -- EI NOT APPROVED F]REOUESTED INSPECTION STOP WORK UNTIL: FillAPPROVED REPAIR AND RE-INSPECT APPROVED HOWEVER NOTE: u — -------------- -- I ------ ----- i Ar _ INSPECTEC Br DATE � %� PROJECT NO. WASHINGTON COUNTY INSPECTION CARD DEPARTMENT Of LAND USE AND TRANSPORTATION PERMIT NO. � FOR INSPECTIONS CALL: 640-3561, 24 HOURS FOR INFORMATION CALL: 640-3410 DATE ADDRESS PERMITEE -- _ PHONE NO. DIRECTIONS _ / -- BUILDING MISCELLANEOUS - PLIlM81 ELECTRICAL r----- ftg post/beam nail mnbile home. around rain drain temp service fdn frame apron/ wood stove post/beam s fl. _sewer cover 6 service sideway FINAL ;lab insul HVAC top-out I s F INAI gas test sewer USA No. — i I OTHER ---- -- --- — NOT APPROVED �RFOUESTED INSPECTION DSTOP WORK UNTIL.* �APPROVE7 REPAIR ANDRE-INSPECT f ,`! A.PPRO/VED HOWEVER NOTE: — f� �' WE TUALATIN VALLEY FIRE & RESCUE t AND BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE \ (5 03)526-2469; PASTED &R '1. � i 1. OCCUPANT _ R BLDG, PERMIT Qk CONTRACTOR PLAN REVIEW 0 PROJECT NAME LOCATION �- 4 JURISDICTION: 1= Be. 2= Du. 3= K,Q'. T Tu. 6= Sh, 7= Wi, b= CC 9= WC 0= MC COVER FINAL SPECIAL FOLLOW--UP/REINSPECTION ATTEMPTED FINAL ❑ Framing ❑ Separation Walls ❑ Sprinkler System ❑ Shaft U Fire Dampers (Overhead/Und.ergrouad) Conference Alarm Sys te ElHood' Extug Systems � � El Other ❑` Spray Booth ❑ Ceiling Coves t. Date: Inspector. CITYOF T167ARD CE RT I C I CATS OF OCCUPANCY COMMUNITY DEVELOPMENT D,p �4RD PERMIT #. . . . . . . i MST90-0308 19125 SW Hall Blvd. P.O.Boat 23397,Tqud,Or*W 97� 3 SITE ADDRESS. . . s 13331 SW 72ND AVE' #RE'CRN PARCF-Ls 2SIOIDB-00800 SUBDIVISION. . . . s Z ON 1 NG s R-25 BLOCK. . . . . . . . . . # LOT. . . . . . . . . . . . . # CLASS OF WORK. # TYPE OF USE. . . sCOM OCCUPANCY GRP. : OCCUPANCY LOAD 0 0 TENANT NAME. . . : Remarks # Construct 1342 sq. ft. rec/adm bldg. Owners ._._____________-_-_-______-__-______- CRITERION EGUUITIES 1600 ONE MAIN PLACE 101 SW MAIN STREET PORTLAND OR 97204 Phone 01 223--1:334 Contractors THE DEVELOPMENT UROUP, INC. 11818 SE MILL PLAIN BLVD, SUITE 208 VANCOUVER WA 98bH4 Phone #s 206-254- 1800 Reg #. . s 53312 Occupancy of the above referenced building is hereby given, and cer•tifia- the compliance with the State Of Oregon Specialty Codes for the group, occupancy, and use under which the referenced permit was is%ued. FIRE DEPARTMENT UILDIN SPECTOR BOILUIN OF'F'ICIAL POST IN CONSPICUOUS PLACE INSPECTION NOTICE Cit; of Tigard Building Department I P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 • 7 Type of Inspection — ��CUU –_22�/��/GC_�� i�/ Date Requested 2 ^ ? 7 -- Time A.M. P.M. Permit 90 00712L- Address ._ #— Owner ---- -- Lot Builder ----- The following Building Code deficiencies are required to be corrected: 3 Presented to _ t7-Approved Inspector __ _ _ _ �J Disapproved Date CALL FOR REINSPECTION C� Yes O NO i INSPECTION NOTICE 3 City of Tigard Building Department P.O. Box 23397 T� Tigard, Oregon 97223 Phone: 6394175 Type of Inspection Typ Daae Requested_ z / — -_ Time A.M. P.M. Address Permit dZ� Owner ---- — Lot # — BuilderThe following Building Code deficiencies are required to be corrected: ;------� — I lie, Pre.5enlP.d t0 _-- - — Approved Disapproved Inspector L_� Date -.Z ('ALL FOR REINSPECTION F] YES C1 NU 1 5 vp IN yq1`..\ TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT FIRE MARSHALS OFFICE (503) 526-2469 POSTED: 9Fe RES / E OCCUPANT Im P T c)IO CONTRACTOR BLDG. PERMIT it PROJECT NAME PLAN REVIE14 4k LOCATION _ JURISDICTION: 1= Be. 2= Du, 3w R,C�4= 5= Tu. 6= Sh, 7= Wi, 8= CC 9= WC 0= MC COVER FINAL SPECIA FOLLOW-UP/REINSPECTION ATTEMPTED FINAL, ❑ Framing ❑ Separation Walls ❑ Sprinkler System Shaft ❑ Fire Dampers (Overhead/Underground) =Alarmem ❑ Hood' Extng Systems ❑ Conference ❑ Spray Booth ❑ Ceiling Cover ❑ Other _— ' i, 6,W0 Ar -vac _vc ddy _W., ITC It V .4 l r2 �Date: Inspector: l C. ;I . l s INFPiCTION NOTICE City of Tigard Building Department 13125 SO Bell Blvd. Tigard, Oregon 97223 Inspection Line (ReC-O-phone): 639-4175 Suaineas Phone: 639-4171 Inspections Footing 'Pibg. Underslab leech. Rough-in Appr/Sdwlk Found• Plbg. Top Out Cas Line FINAL: Poet/Beam Struct.• San. Sewer Framing -Rld 9• Past/Beam Mech. Rain Drain Insulation Plumb, I'lbg. Underfloor Water Lina Gyp. Bd. -Hoch. Date Requested: %lj l/ Time s yy AM __PM Address: �r ��`+- Permit ti Builder:_ THE FOLLOWING CORRECTIONS ARL► REQUIRF.U: Inspectors APPROVED DISAPPAOVED APPROVED SUBJECT To ABCYR Call For Roinsp. IN VqTUALATIN VALLEY ANDFIRE & RESCUE BEAVERTON FIRE DEPARTMENT V�V 1 FIRE MARSHALS OFFICE (503) 526-2469 POSTED OCCUPANT UL 1 CONTRACTOR BLDG. PERMIT dk PROJECT NAME PLAN REVIEW It LOCATION JURISDICTION: 1= Be. 2= Du, 3= Ii.C(4= T 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER FINAL SPECIAL FOLLOW-UP/REINSPECTION ATTEMPTED FINAL El Framing > ❑ Separation Walls ❑ Sprinkler System ❑ Shaft Fire Dampers ( El Overhead/Underground) AAlarm System ❑ Hood Extug Systems ❑ Conference ❑ Spray Booth ❑ Ceiling Cover ❑ Other Eu tv C -tl tyu -5 v� 0� 1, r T'D 4Z dt��J✓X S / /XjG'e "' Q c(A Low I j (Te, 0,� i Inspector: w! wx mKKaw- MALw-A.' ME INSPECTION NOTICE - City of Tigard Buildioq Department 1 13125 SN Hall Blvd. Tigard, Oregon 9722 j Inspection Line (Rec-O-Phone). 539-4175 Business Phone: 639-4173 Inspection: Footing Plbg. Underslab Mach. Gough-in Appr./Sdwlk Found. Plbg. Top Out Gas Line FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -plumb. Plbg. Underfloor Nater Lina Gyp. Rd. -Mech. Date Requested: /� __- Time: _AM pM Addreas:_ (3 �1 7 / f'c! Permit t: Bu+.lder:--.� 2 'Z-r_ --------.... - ---- - - i TBR 16:d.OWING CORP 1f(rION ARE REQUIRED: ---ter'----------- - ----- I Insper_tor: `_.__ - --- --- - Date: _—.__APPROVED DISAPPROVED ___ �PrROVRC SUBJ6C-r TO ARM -Call For RelMp♦ INSPE'„TION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 f� Phone: 639-4175 type of inspection _ �l3o��y Time A.M. P.M. Dale RequestedD -�— y N Andress _r�_,�,) sW _-- Permit # 174) � Owner----..�-- ----- — -- Lot #_ BuilderThe following Building Code deficiencies are required to be correct,td: i - I Presented to __ A-Approved Inspector _ _ _. _._____. Disapproved Date CALL FOR REINSPECTION ❑ YES ❑ NO INSPECCIO_N NOTICE C_- _y of Tigard Building Depart aent 13125 3V Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phon©: 17 Inspection: �) Footing Plbq. Underelab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Cas Line FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. Post./Beam Mach. Rain DrainnBulatlon -Plumb. Plbg. Underfloor Nater Lino Oyp. 8d. -Vech. i Date Requested: /i/�3p ;ime: T Address:/_Z _'A 6? S a'✓ ��. Permit t t,__„� Builder:_ THE FOLI.UWING CORRECTIONS ARE REQUIRED: ,.�E•�G�cJ�" _ C, // ,�.4rS UL�i�GJ K14 sty✓,A f C7 o/N s7i0�f "Lee- C Inspect_,,re - �'— Date:' / APPROVED DliAPPROVRD APPROVED SUB.TR(.T TG t~BO', r —__Call For Mainep. f INSPT? _ oNNaTI<E City of Tigard guildf ng D"Pa1tsse'nt 13125 ttN 8n11 Blvd. Tigard. Oregon 97223 Inspection Line (Roc-O-Ptsonw)t 639-4175 Dunineen Phone: 639-41'71 _�— _._--------_,__r Inspec'�,.ion: Appr/Sdwlk Plbg.Lerelab mech. Rough-in Frit i ny FINAL: r Dq• Out Gas Line Found. �-j" -Bldg. sewer San. Framing Pont/3oam Struct. -Plumb. Rein Drain Insulation Forst/Beam Neth. -Neck. Gyp. Bd. Pl.hy. Underfloor watery Line AM DatP Requeeteds ti Q/ Permit �s / � Addrnee: Builders TNR FOLLOWING CORRECTIONS ARE REQUIREDs ---__-_-_- -.- Dates lee Inepector „__. _ DiSAPPROVRD _ APPROVED BVSJRCT TO ABO" APPROVSD Cal'. For Reinep• INSPEC'T'ION NOTIcB CLLq of Tigard Building 1)ePaj�ment 13125 aw gall Blvd_ Tigard, Oregon 97223 -O_Phone): 6.39-4175 Business Phones 639- 4171 Inapoction Line (Rcc Inspection: Footing Plbg. Underalal - Mech. Rough-in Appr/Sdwlk Pound. Plbg. Top Out Can Line FINALt Poet./Ream Struct. San. Sewer Framing -Bldg Poet/Beam Hoch. Rain Drain insulation -Plumb. Plbg- Underfloor �^ Plater Line per, �� Date Requested: // ^�- f�� -Mech. y� `y Time: AM ,_pN Address: f✓ ' 7 /7 — PAroit #t Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspector. Dater ROVED DISAPPROVEDAPPROVEQ dUB.IECT To ABOVE Call For Reinap. IMSPECTIQN NOTICE -7 City at Tigard Ru.'_lcli., p�P+�rlaent 13125 a" R-11 81-d. Tigar.i, Or-90- 97223 Inspection Llne (Rcc-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Footing -- Plbq, Daderelab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Can Line FINAL: Pont/Beam ;trust. . ` r Framing -Bldg, Poet/Beam Mw:'I. Rain Drain Irsulation _ply. Plbg. Underfloor Nater Line GYP. Bd. --Meeh. Date Requested: r , Time: Address: J h� '� - Permit #3 ___� AN PM Builder: �Aj��i„/ _ — TAE FOLLOWING rORRE,.TIONS ARE REQUIRED: Pectors -e-APPRMD "SAPPRO"D JIPPROV6D eaancr To kgova _Call For Reinep. ir INSPECTION NOTICE r city of Tigard Buiidiog DepartJent. 13125 SM Ball Blvd. Tigard, Oregon 97223 -- Inepection Line (Rec--O-Phone): 639-4375 Business Phones 639-4171 Inspection:_ Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line VIFAL: Poet/Beam Struct. San. Sever Framing -91dg. Post/Beam Mech. Rain DraLn Insulation -P umb• Plbg. Underfloor Water `LLne Gyp. ad. -Koch. Date Requouted:—.// c7�/- ��) Time: _,AM PM Address: 7, _ Permit 1: !I✓ 1 ,-+,/.�? THE FOLI.oWINc: CORRECTION8 ARE REQUIRED: I i i Inspector: Mater 1 ` APPROVED DISAPPROVED APPROVED SUBJECT TO ABOV3 Call for Reinep. r _ 61fiF i 1NSpJCTjON J7.r�ICE City of Tigard Building DI'pass-t 3t 13195 SW Bell Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Bunineas Phone: 639-4171 Inspection:__ Footing Plbg. Underelab Mech. Rough-in Appr./Sdwlk Found. Plbg. Top Out Gan Line FINAL: poet/neam Struct. San. Sewer Framing -Bldg. Font/Beam Mech. Rain Drain Insula'--fon -Plumb. Plbg. Underfloor Water Line Oyp• Bd. -Mech. Date Regueetod:_ / L — �LJ _Tf.mes _.,_ ___..____PM Addrt'ae• _ 31 Permit Builder: �— -"-- _- TBE FOLjAMINO MRREC'rIONS ARE REQUIREDt Ins):ecaorf —_ Dates PBDVBU -- MAPP1lOVB0 APPROM SUBJECT TO ADM M Call POr BSInSp• ) Ir i Inc Architects.PC Architecture•Civil Engineering•Development Services•Landscape Architecture•Land Planning•Urban Design•Surveying November 19, 1990 Mr. Jim Jaqua Plane Examiner City of Tigard 13125 S.W. Hall blvd. P.O. Box 23397 Tigard, Oregon 97223 RE: 72nd Street Apartments - CarP rl: design Project * 2585.4 Dear Jim: We would like to submit to you a request to change the construction materials previously approved on the 72nd Street Apartments for the carports. The high price of the 10" peeler poles as detailed on sheet A-16 of the approved plan set has ceused us to re-evaluate the supporting structure of the trusses above. We would like to use 6 x 8 poste with a common 'Sampson' bracket rather than the peeler poles. Enclosed with this letter is a copy of the engineering calculations and the depth requirements for the posts. Thankyou for your time with this matter. If you should have any questions or concerns regarding this change, please feel free to call me at anytime. Sincerely, 4��t — Richard L. White Otak Architects, P.C. cc: Ralph G. Tahran Lake Osvmgo Office 17355 S W 800mi;Ferry Rd• Lake O4*0w Oregon 970:15 • 1503)8353818 Vancouver Office 101 Eaet tun 51reel • Vancouver Washington 38880 • (206 16%0351 Kirkland Office 82n KuNand Way SuAe 100• K-,11and Washwoon 9803 • (2081822 4446 Mm 3N okl s Zr P SP' � WILD _ Bo MPH �xP. K. V1' VN M CW C' ;. , ✓ Pas~r s r� lei ,7 z ) I I Tf l f � BES i f2• - rit'rfrpr i � t • tT. {I-�a -nt, y a. Fc 94, GOI.v/� rJS = _ - 5S Z NS• 7 7 r r., DL .t F c S.S3, 'l ��trS•7 / Z s 778 /Gof.. c 1117. ,C r Fb = 1.35a Nt� `k a • 46 Iq Ps _ Se�,�r low? s, iD 24 d i PICN NOTICE City of 23gardC Building Department 13125 SN gall Blvd. Tigard. Oregon 9722 Inspection Line (Rec-o-.Phone); 639-.4175 Business Fhone: 639--4171 Inspection: Footing Pl.bg. Underelab Mach- lough-la Appr/Sdwlk Found. Plbg' Top Out Gan Lias FINAL: Post/Beam Strutt. San. Sewer Framing -Bldg. Peat/Beam Neth. �— _'-"""•� Raln Drain Insulation -Plumb. Plbg. Underfloor Water Lina Gam' 8d' -Meth. Date Requested:__ / , Time: -✓� 11M PM Address: >��`� ��Q/ Ir 13, 7 Pe ri�Yit �: ,�.••� Bulkier:__ ��..-- TILE rOLLOW1NG cORRECTIQN$ ARE REQUIRED: r ------------ inspector._ ___ - " betas-�_ APPROVED DISAPPROVED APPROVED SUBJECT TU ABOVE ____Call For Reinsp. �s giver NSP .CIION N"YfICE 'City Of Ti94rd Building Department 13126 aw Ball Blvd. Tigard, Oregon 97223 "-— Inspection Line �Rec-O-Phone): 639-4175 Bunineen Phone'i 6.39-4171 InsPectLon: Footing -----__ __--` Pibg. Underslab Mech. Rough-in A r Found. PP /Sdwik Plbg. Tap Out Gas Line F;.NF-L Poet/Beam Struct. San. Sewer !taming -Bldg. Pust/Beam Mech. Rain Drain InBulwtion -plumb. Plbg. Undorfloor Water Lina Gyp. ed.� .-Mech. Date Requested: lG Times AM Addree9: h -PH Permit #1 �/ '�' Z;) Builders THE FOLLOWING CORRECTIONS ARE REQUIRED - -- — InSPOCtorl ... -—+"PROVZD 01 s11pFROveD - _- APPROVRD SryMyRe"r TO A&)� Call For Reinsp. i TxN.SPZcnoN ITY-1 - ilding DePArtaysnt City of Tigard Bu n 97223 L 13125 BN Hall Blvd. Tigard, OreJo Inspection Line (Rec-O-Phone): 63q-4175 BuBl::eee Pttone: 639-4171 Inspect ion Footing Plbg. tlnderslab Mech. Rough-in Appr./Sdwlk xound. Plb9. Top Out Lias Line FINAL: Framing San. Sewer Poet/Ifeam struct. \ Hain Drain Insulation � -Pluokb. ``— i Fort/9eam Hach. Bd. -Herb. plbg. Underfloor Water Line OYP• I Times .'M �'._� -- Date Requested: h - 3 Permit i= Builder: RH4DIAtDI .,%AFO1.I,Ow I N�7 DORRt;CTI - _. / Date `I-- APPIU)M) DISAPPROVtD AV PRONRD dDdJ/CT TO ABOVfs Call For Relnsp. I =9 i"P—6CT10N OTI City of Tigard Building �r talent7229 1.9125 Sid Hall Blvd- Tigard, Ore90 Inspection Line (Rec-O-Phone)s 639-4175 Bu+:inees Phone: 639-4171 Inspect ion: _ ---- Appr/Sdw 1 k plbg. Undgl;lleh Mech. Rough-in Footing FINAL: 1bG Ton-out' Cas Lino Found. _Bidq- Sen. Sewer Framing Poet/Ream Stzuct. _Plumb. � Post/Dam Mech• Rain Drain Insulation Gyp. Bd. -Nech. ply• Underfloor Water Line ---pN —AM Data Requested:_ /_ ____7 --_-___--_T _ Cz Pwrmlt !: Addresse_�>� Builder: [� `---- THE F 1,0WINC CORRECTIONS ARE REQUIRED: - .l II{ Dates Inspector: _r_.-- ABOVE DISAPPROVED — AP!'ROVED SUBJECT TO _APPROVED - Call For Reinsp. I INSPECTION N3TICE City of Tigard Building Departsont 13125 SA Hall Blvd. Tigard, Oregon 14i'l-W Inspection Line (Roc-40-Phone): 639-4175 Business Phonet"639-4171 Inspection: _ ---- hooting Plbg. Underelab Mech. Rough-in Appr/Sdwlk Pound. Plbg. 'Top Out Gan Line FINAL: � Foot/Beam Struct. San. Sewer Nraming -Bldg. Poat/Beam Mech. Rain Drain Inealatiop' -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Koch. Date Requenteds_,^_ �� f Q Timet AM PM c1 7a Permit 1: Add:'esa: i 22 Builder:[ TIDI FOLLOWING CORRECTIONS ARE REQUIRED: i i i Date: / L i APPRAVEf! 018APPROM APPROVED SUBJECT 1b AMU call For flminop. INSPECTION NOTICE City of Tigard Building Department 13125 SN Ball Blvd- Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: - — Footing Plbg. Underslub Mech. Rough-in Appr/Sdwik Found. i'lbg. Top Out Cas Line RINAL: Poet/Beam Struct. Sar:. Sewer Framing -Bldg. Post./Beam Mech. Rain Drain Insulation -Plumb. Plbq. Underfloor Mater Line Gyp. Bd. -Mech. Date Requested: /�- li �U —Ti.: __rrt_AM Address: % 3 �., Ad — Permit #f Builder: 1'liF. FOLLOWING CORRECTIONS ARE REQUIRED. 1napector. _. Date: PPROVED DISAPPROVED APPPOVED SUBJECT TO ABOVE Call For Reinep. 1 PECTION NOTICE City of Tigard Buildi-9 Deps t L 13125 SA Ball t Blvd_ Ti Inspection Line (Ree-O_phog�, Or� a o 97223 Inspection: -0-Phone):): 639-4175 Business Phone: 639-4171 Footing ' Plbg. Underslab Mech. Rough-in Found Appr/Sdwlk Poet/Beam 8truct. Plbq. Top Out Gas Line FINAL: San. Sewer Fr4ming -Bldg. Poet/Beam Mech. Rain Drain Ineulatlo.: -Plumt Plbq. Underfloor ' .,Cater Wne ) CC Opp. Bd. -Mech. ^'tte Requested, /�- - � rr�� Ttme: AM Addrene:__LJ Builder: , _ Permit TH? FOLLOWING «:RRECPIONS ARE REQUIRED; -.. ------------ i-_- - Inspectors — Date, �. APPROVED DISAPPROVED APPROVED SUBJECT TO A3ovg Call For Reinep. ew � INS ECTIOjYY Nd:ICE1' City of T19ard guilding DeFartosent 13125 SW Ball Blvd. Tigard, Cre90 n 97223 Inspection Line (Rec-o-Phone): 639-4175 Business Phones 639- 4171 Inspections___ - ----- --- Plbq. Underalab Meeh. Rough-in Appr/Sdwlk Footing ' plbq. Top Ou Gas Line FINAL: Found. t- sewer Framing -Bldg. San. sew Post/Ream Struct. Rain Drain Insjlatio -Plumb. Poet/Beam mech. n PH plbg. Underfloor Water Lina Gyp. Bd. -Rech. /) �� 6, Timet — Date AequRated:_ - G Permit i s Address: Bullder:�— THE FOLLOWING CORRECTIONS ARE RIWZP l -::L]7f-j?^,6— �x1�Ri d ✓2 Dates -- Inepectuc: __ APPROVED DISAPPROVED APPROVtD SUWRCT TO ADM Call For RRinop. .i •N '�N' R as +� •SIR .tea City of Tigard BuildlAq Department Ins 13125 SM U,11 Blvd. Tigard, Oregon pecticn Line (Rec-o-Phone)s 639-4175 Bui ess Phone: 639-4 19?2 ecl� Insption: 4 Footing Plbg. Underelab Mech. Rough-in Found. Appr/Sdwlk Plbq. Top Out Ces Line Post/Beam Struct. FINAL: San. Suer Framing Post/Beam Mech. -Bldg. Rain Drain Insulation _Plumb. Plbg• Underfloor atBr LI.BBI OYP• Bd. -Hoch. Date Requestedt � _Tlme: Address: �j� 7.a ^�� --AM PM Builder: L[I/j �j-�' -- Pe:-mit THE FOLLOWrNO CORPRCTIor7S ARE REQUIRED: — --_— ----------- - ------------ Inspector: -.--_.-"_' -- - ` Data:�-�---.a `_APPROVED DISAPPROVED __ APPROVED SUWgCT TO ABOVE G11 For Reins.. Kwz I v Ira INSPECTION NOOjCK city of Tigard Building Departsar t 13125 SN Bail Blvd. Tigard, Oregon :+7223 Inspection Line (ReC-O-Phone): 639-4175 Busineas Phone: 639-4171 Inspection: —_ -- — Footing Plbg. Underslab Mach. Rough-.in Appr/Sdwlk Found. plbg. Top (hit Gas Line FINAL: Poet/Ream Struct. San. Sewer Flaming -Dldq. Poet/Rea: Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line, Gyp. Bd. -Kech. Date Requesteda ��–�=J._ Time: 7 /V / Addrese: 7 �� Permit 1: �O Builders THE FOL,0%g1NG CORRECTIONS ARE REQUIRED: Inspector:_ / _T. _ Dates _APPROVED _ DISAPPROVED `R APPROVED SUB>��JRRffCT TO ABOVF. Call For Reinep. 9�f 1B1 � M� INSPECTI_ ff NOTICE City of Tigard Building Department / 13125 Bw Ball Blvd. Tigard, Oregon 97223 c� Inspection Line (Rec-O-Phone: 639-4175 Burliness Phone: 639-4171 Inspection: Footing Plbg. llnderslab Mech. Ruugh-in Appr/Sdwlk Found. Plbg. Top out Carl Line FINALt Post./Beam Struct. San. Sewer Framing -Bldg, Post/Beam Necn. R41n Drain Ineulatlon _ply Plb9. Underfloor *ager Lin* Gyp. 8d. -Mach. Date Requested:_ Time: AM PM Address:_ � J 0<_. ^ Permit Builder: 4_ THE FOLLOWING CORRECTIONS ARE REQUIRED: ---------------- Inapwct,�re —• --- - ---------- Dater __—APPROVED ntsAPPROVED _--_ APPROVED SUBJECT TO ABOVE -call For Reinep. _..-..�ww.r•+a......-....- ... -..-. .....-�..._.........w..... _.....-.+r-..........u...r...rxw.�..r•++vwMwfYouvN..rn<.wMraYirvr+u.v..w..-...-.--....--.<..._.--......-.. -. INSPBTON city of Tigard Bu;idiwo Der-rtaent 133.25 811 Ball Blvd. TLTard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 lusineee Phone: 639-4171 i Inspect ion:_-- --- Footing Plbg. Undere.lab M: zh. Rough-in Appr/Sdwlk Found. Plbg. Tor Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Instlat:ion -Plumb. '�- Plbg. Underfloor .(,Nater Line GYP• Bd. -Rech. Dato Roquest!I �Zz�� TIMI .A►��1)),1 Address: / 3PIG 72hcl PlormLt 1s4��y� Builder: ` THE MLLOWING CORRECTIONS ARE REQUIRED: i i J / APPRAVl:G __ DISAPPROVED _ AFFPOVRD SUBJECT TO ABOVE /-- Call Por Relnsp. MMEMIMEME INSPECTION NOTICE City of Tigard Building Department P.O. Box Tigard, Oregonon 97 97223 Phone: 639-4175 y - Type of Inspectien�, Date Requested_� -- Time f_ A.M. P.M. — Address �j --. —��i�✓/-- Permit # Owner Lot # �. __. — -- -- 105 r40;e-- Builder— -- __------ -- ------ The following Building Code deficiencies are required to be corrected: Presented to Approved Inspector ____ /' , Disapproved Date CALL, FOR REINSPECTION 0 YES ❑ NO '1u ;ASPNCTI07) NOTICX Tigard 9uildf.sg D�rt,ent City of 1_+325 SN Hall Bl.d. Tigard' Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phones 639-4171 Inspp+ct ion: Footing plbg. Underalab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line PINALt Post/Beam Struct. San. Sower Framing -Bldg' post/Beam Mach. Rain Drain Insulation -plumb' plbq. Underfloor ater 'Line Gyp. Bd. -Mach. PM Timet Date Requested: �— —. 3 G `-- _ - .1 Cl permit Address: �� Bulkier: �i _ -_ ---- — — —� — THE FOLLOW7Na COWU TIONS ARE REQUIRED: —_ inspectort hPPROVED DTSAPPROVED APPROVED SUPJRCT TO ABOVE Call For Helnap. INSPNCTIOB NOTICE City of Tigard Building Depart—nt 13125 SSI Hall Blvd. Tigard, Oregon 97223 Inepw.-v..on Line (Rec-o-Phono): 639-4175 Buein-ss Phines 639-4171 Inspections -- Footinq Pl.bg. Underslab heck. Rough-in Appr/Sdwlk Found. P1bg. Top Out Cas Line FINAL: Post/Beam Struct San. Sewer Froming -Bldg. Post/Beam Meeh. Rain Drain Insulation -Plumb. Plbg. Underfloor ,}tater Line' Gyp. Bd. -Mech. `, Date Requesteds 1 s _AN Address: L5 7 7,2 Permit _. Builders THE FOMOWING CORRECTIONS ARE REQUIRM lop 1 Inepsetoc s�- �/ -----" __. �------- Dates Oz,/ - /f/ APPINIVED DISAPPROVED APPROVED SUBJH' f TO ABOVE Call For Reinsp. f I 1 NSPE9TI-0-P- LqK city of Sigard Building Depertaent 13125 SM Ball Blvd. Tigard, Oregon 97223 -O-Phone): 639-4175 Business Phone: 639-4111 Inspection Line (Rec Inspection:_ Footing Plbg. Underaleb mech. Rough-in Appr/Sdwlk Found. Plby. Top Out Gas Line FINAL$ Poet/Beim Struct. San. Sewer Framing -Bldg. Poet/9eam mech. Rain Drain insulation -Plumb. Mater L11M Gyp. ed. -Mach. Plbq. Underfloor Time: AM PM Date Requested:A!O t' Permit 1:_y-.=--�-�^- 1,ddreue: - 1 Builder:_ THE FOLLOWING OCWWC' IONS ARE REQUIRED: ..... --------------- 0_771 Date, Inspectors_L ---- —_ / APPROVED DISAPPROVED AP7ROVRD SUBJRCT TO AROVE -- Call For ReinBP. 1 J resN NOTICE '-) city of Tigard rmilding ce�r�n7223 13125 SN Rall al-d- Tigard. Phone: Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 --- Inspections ------— , Hech. Roug ploy, Underslab h-in Appr/Sdwlk � Footing F1NALs Found. Plbq Top Out Gas Line San. Sewer Frwning -Bldg. post/Ream Struct. Rain Drain Insulai.ion -Plumb. goat/Beam Mech. star Line Gyp. 8d. .-mech. plbq. Underfloor �-.- � Time: —AH Date Requested: Permit Addceess ^— THE FOUOWING CORRECTIONS ARE Rl 1p2D= — -------------- --------------- i11 - Datre InspaatorI �APPROVlO DIBApPROVID APPROVED !tJlJ1L'1 TO ADM Call For Reinsp. i 13 city of Tt'l MC-8 tine(Rec 0.Pho Blvd�Tiq pft-t..t I97223 if nspections nel s 639-4175 BussPhone:' Footing _---�_��- 639-4171 1Ply• Underalab Yo�and. Mech. Rough_ -- ��_�� Plbg, To ln Post/Bei Struct. p out Gas L/ne APpr/Edwlk San. Sewer poet/Beam YINAL: Hech. Framing P1 Rain Drain -Bldg, �• Underfloor Insulation Date Rqueate rtBr LL e G -PI umb. ds _ GYP- Bd. Addreee: -Meeh. Tim Builder: /l CY — = c .�. PH R �r -yam Permit YOLS oprINGs roRRifCTlo t A" Df SAPppOvRD bate: - A°PRUVRU SUR,TRCT +p ---Call hor Retnnp, ABOVg IF&MUOF ! rNSPECTIPP-110TICA City of Tigard Building Departrsat 13125 SW Ball Blvd. Tigard, Orayon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 6311 Inspect:i Footing Plbg. Underelab Mech. Rough-in Appr/Sdwlk Pound. Plbg Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain Insulation- -Ply. Plbg. Underfloor Water Linee� Gyp. 3d. -Hoch. Date Requested:— Addroest PWit Builder:� THE POLL)%ING OORRECTIONg ARE REQUIRED: ,s To`L A r Tnepactor: .~L- , 7 - _ Oate: .� : APPROVED DISAPPROVED APPROVED SUBJRCT—ToABOVE Call Por Reinep. 1 i r _. . ... _. ..,_......._.....,.........„.x,,,»ww.rrwaa.M,u.„».w..w......,..,•,_... r.,.uaw.wia.wr.,�aw+inax... INSPECTION NOTICI City of Tigard Building Departaent 13125 9M Ball Blvd.. Tigard, Oregon 97223 Inspection Tine (Rec-O-Phone): 639-4175 Business Phones 639-4171 Inspection: Footing Plbq. Underelab Hech. Rough-in Appr/Sdwlk Found. Plbbj. Top Out_. Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mech. Rain Drain Insulation -Plumb. P1lxg. Underfloor Fater Line Gyp. Bd. -Hoch. Date Requested: 1/ C%L Time: _ AH PN h ,y Address: / 7 - ��_ Permit Builder: LCL' __—_THE FOLLOWING CORRECTIONS ARE REQUIRED: C � s Ze� t� Inspector:--` Dater& APPROVED DISAPPROVED —__ APPROVED SUBJICT TO ABOVE Cell For Reinsp. I INSPECTION NOTICE City of "Tigard Building Departme P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested Time A.M. P.M—Permit #�(� Address Lot #_ Owner_-- - -- -- Builder — The following Building Code deficiencies are required to be corrected: — l. Approved Presented to _— t Inspector —_� L� Disapproved Date CALL FOR REINSPECTION Y E s C._1 NO INSPECTION NOTICE City of Tigard Building Departme P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Gate Requested Time A.M. P.M. Address 3 # Owner Lot #---- Builder The following Building Code deficiencies are required to be corrected: -- ------- it Presented to Approved Inspector Disapproved Date CAL FOR REINSPECTION F-1 YES I❑ NO ew •s +� +sw � >a s# asst INSPECTION NOTICE IC City of Tigard Building Department I P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested-&--1 I/ Time_k A.M._ P.M. Address ' ?3LTc:4-/_��M Permit # ' Owner--- -----—- -- - -- Lot # Builder The following Building Code deficiencies are required to be corrected: Presented to _ r Approved YeLL. Inspector Disapproved Date CALL FOR REINSPECTION ❑ YES ❑ NO INSPECTION NOTICE City of Tigard Building Department P O. Box i Tigard. Oregonon 97 97223 Phone: 639-4175 Type of Inspection Date Requested Time-- A•M P•M' Address db Permit Lot #. Owner Builder The following Building Code deficiencies are required to be corrected: - - -Y _--_,OP - - Loll I i [Approved Presented to .— - ------ Inspector �c --- �_� F)isapproved Date CALL FOR REINSPECTION YES ❑ NO INSPECTION NOTICE City of Tigard Building Department; epartment V P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection L TA.M. )"— P.M. Time Date Requested Address Lot # Owner! — Builder, i The following Building Code deficiencies are required to be corrected: _ P Presenters to _ fl�-Approved Inspector _ ❑ Disapproved Date CALL FOR REINSPECTION ❑ YES f NO IN 1 0- otc* Inc Architects.P C Architecture•Civil Engineering•Development Services•Landscape Architecture•Land Planning•Urban Design•Surveying October 1, 1.990 Mr. Jim Jaqua Plane Examiner City of Tigard 13125 S.W. Hall Blvd. P.O. Box 23397 Tigard, Oregon 97223 Re: 72nd Street Apartments_- Window Addition ------L Project No. 2585 Dear Jim: Enclosed with this letter are three copies of the revised plans for the 72nd Street Apartments. As previously discussed with you and Gene Birchill.wt.'would like to add(2) 2'-6" x 5'-0" single hung windows below the upper windows adjacent to each side of the stair access aerving the second floor area. The plans are clearly marked showing the addition of the windows. As previously discussed with you, this change should not violate the requirements listed in Chapter 3306(1) of the 19b5 Uniform Building Code. The contractor has begun to incorporate these windows in his recent framing following our past, discussion. Please call me when the approved amendments area available for us to pick up as it is a top priority for the contractor to have an Approved copy in his possession for your next inspection. Thank you for ,your time with this matter. If you should have any questions or concerns regatding this change, please feel free all me at any time. Sincerely, Richard L. White Otak Architects, P.C. RLW/tem 2585\.002 cc: Ralph G. Tahran Lake OswPQ0 Office ''i55 SW Brines terry Rd• Lake Oswego Oregon 97035 • (503)635 3818 Vancouver Office: lot East 8lh StrPe1 • VAncoarver.Weshmgtrm 98880 • 12081895.0357 Kirkland Office 620 Kirkland Way Slide 100• Kokland Washinglon 96033 • (2081822.4446 ..,...,...,...,........,,....�..n...,.,w,...,m,,,.,.4,.wY,W,M,,,,i�yyyy�,��w.w....u.....r.w...�..�.w�r......W�. INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Ore Son 97223 Phone: 639-4175 Type of Inspection y� Date Requested— —/ ------�`-- Address — Time— p� — -- 1-2 Owner ----- e�rhit Builder ��— Lot The following Building Code deficiencies are required to be cor•racte ---- Presenter♦ to ----- ---- --- -- Inspector - F1 Approved Date _ Disapproved CALL FORUEINSPECTION Cl VES I j NO ie 'SII' S>t► �+ # � � INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone. 639-4175 (/ Type of Inspection _ Date Requested 7- % ' Time--A,M, P.M. Address U ft d / n 5 7 Permit #� Owner ` Lot # Builder The following Building Code deficiencies are required to be corrected: Pre.SentP.ft to —4tCALT Approved Inspector Disapproved Date PECTION 0 YES ❑ NO CITY OF T167A RD 11 A S T'LER PE R M I'T COMMUN" DEVELOPMENT DEPARTMENT, P E R M 11' 14. . . . ., . . . !,I S 19 0—0(56, . 12 125 SW Hadi Blvd. P.O.Box 23397,T90rd.OreWn 9722J (603183"176 PRIM. PERMIT #I- -' MST90-0056 _,_i';' <' 1 `*J DOTE l5S)L)E_D'., 09/2.6/J40 bifli ADDRESS. . . . .1-3300 SW 72ND AVE SUBDIVISION. . . . PARCEL: 28101DB-00800 BLOCK. . . . . . . . . . a L.0 T.. . . . . . . . . . . . . ZONING: R25 ...... BUILDING REISSUE: DWELLING UNITS:0 BASEMENT. . . . . . . . :0 Sf CLASS OF WORK. :NEW BEDRMS:0 GOROGE. . . . . . . . . . ..0 s TYPE OF USE. . . :MF FLOOR REQUIRED SETBACKS- TYPE OF CONST. - IFR FIRST. . . . .-O Sf L.EFT. . :O ft RIGHT. .-O ft (JC-CUPANCY GRP. -M2 SECOND. . . :0 s+ FRONT. 20 ft IRE A R. . 0 ft s,roRIES. . . . . . . ..o THIRD. . . . -.0 s f REOU I HEIGHT. . . . . . ,, . : 0 ft TOTAL----------:0 of SMOKE:* DETECTORS. : FLOOR LOAD. . . . :0 Ps VALUE. 8400 PARK 1.NG G P I A C U`; 0 Reniarks. Pool and spa PLUM14ING' (3JNKS. . . . . . . . . . ..0 FLOOR DRAINS. . . . .(1 BACKFLOW PREVNTRS. . .- I LAVA7*ORIES. . . . . :0 WATER HEATERS. . . -.i., TRAPS. . . . . . . . . . . . . . :0 TUB/SHOWERS. . . . :0 LAUNDRY TRAYS. . . :0 CATCH BASINS. . . . . . . :0 WATER CLOSETS— :0 SEWER LINE (ft) . :0 GREASE DISHWASHERS. . . . :0 WATER LINE (ft) . :O OTHER FIXI'URES. . . . . .-o GARBAGE D I SP. . . -.0 RAIN DRAIN (ft) . :0 WASHING MACH. . . no SF' R A IN 1)RA 1'.N S. . 0 MECHANICAL FEES F U E L 7'Y F:,E s—————— UNIT' HTRS. . -0 type amount by date weeps; /GAS/ VENT'S . . . . . ..a PAYM $ .126- 66 JLH 09/20/90 205019 MAX INPUT:0 B7*U VENT FANS. . :0 BPRT $ 74. 50 F'URN < 100K . . so HOODS. . . . . . ..0 F(PLC $ 48. 43 1:'(.1R N > 1.00K :2 WOODSTOVES. :0 P 5 1_",C 4, 3. 73 F:LOOR FURN. -.0 CLO DRYERS. : 0 MPRT $ 27.00 [1O1L/CMP' < 3HI::,.-0 OTHER U1417*S:o MPLC $ 6. 75 GAS OUTLE'T9: 1 M5PC $ 1. 35 Owners F.,P T $ 25. 00 1APMPI'ON RIDGE APARTMENT P 5 r',C, * 1.25 1.3300 SW 72ND PIAYM $ 61. 35 JLH 09/26/90 TIGARD OR 9*7224 F-Ihnne Na C�olltractor. C;UNCRETE CEMENT/CASCADE'. POOLS 6-775 SW MCEWAN RD I OKII OSWEGO UK, 97035 Oft 503-620-6174 Undefined variables fee .19 494 $ 188. 01 TOTAL This permit is issued subject to the regulations contained in the REQUIRED INSPECTIONS Tigard Runicipal Code, State of Ore. Specialty Codes and all other Foot/Found Insp Slab Insp applicable laws. All work will be don in accurdince with approved Erosion Control PlM/Undslb Insp plans. This Permit will expire if work is not started76in In r WtProofing Psm Mechanical Insp 1 days of issuance, or if work is suspended for so th let 1 days. V'ost/Peani Strutt Planibing Top OLIt Mertian Frikrniiiq Insp -'lm/Under f1.nor Fireplace T11s5p Med By: Crawl Drain Gas Line Insp Ftq D-uain Psni" L. Inst.tlation 111sp for inspectior, 639-4175 � w s INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection _ _C/J Time_�.-- A.M. P.M. Date Requested� d - �� /9 Permit #,' Address _/ � 3 >> tLot # Owner — a Builder The following Building Code deficiencies are required to be corrected: ------------- - Presented to - - /�rApproved ❑ Disapproved Inspect or� - Date f CALL FOR REINSPECTION ❑ YES 0 NO '-' ITY Or TI(BARD Ruci:,irr OF PAYMENT RECE I PT NFJ. Ck I I'ER I ON U-QU IT I F.,'S CHECI;, AMOUNT 356o.R-C) f tL!"'RESS a 1800 ONE MAIN K.ACE CASH AMOUNT 0. PAYMENT DATE PORTLAND. OR 9724.14- GULID I v 15 I ml 'I SW 72ND AVE P111:1POSE OF- rAYMEN-r AMOUNT PAID PURl",05E OFPAYMENIT AMOUNT PAID ..DING PERM MST90-0:!u:ia 193. PLUMBING PERM ME! IqANI(:Al.- rE.: 60. Oo PLON CHECK FE 25.00 F37 . BUTI-D pt:�R SE7W-P INSPECT .1 46. 70 SEWER uSA 1.1. 45.01:, TUALATIN VALL 100C.00 77.20 14AtIF'TON RIDGE REE ADMIN JB1..DG TAL AMOI)NI PA j:1) 3360.80 SLWER CONNLCTION CITY OF IIFARD WYOFTWARD PIER111 I' fil„ SWR90---0358 COMMUNITY DEVELOPMENT DEPARTMENT 13 26 SW Hail Blvd. P.O.Box 233WI.T%pard,Orogon 97M(60300041175 W.W90 02 72 ISSIK7.1): 09/19/90 1.3331 13W '12ND i'WL OREC,_�N F`A R C EIL 2,.';10 1 D D 0 0 8 0 0 St.)FIDIVI SION. ZONING: R-27) ccrfyii BLOCK. I. . . . . . . . . .. LO*F. ITNAWT NAME. RE"CREATION BLDG. USA NO. . . . . . . . „ . .42386 F I X'I'U R U N I T'S. . . :26 CLASS) OF IJORK., .. 1,1EW DWELLING UNIT-S..:2 1,Y V,1: OF" USE. . . . .. ..CUM NO- OF' DWil-DINGS" I I NS HA L L F Y 1-.1- B li S WR 111F.,ERV S(JRF"ACE. . f Reniarksr,.- ConstrLiCt 842 sq,, ft. rEa.c/adnv bldg. Owiier: FEES (.*,R ITE K 10 N EQUITIES type amount by date r e r.-p t 1600 ONE 11(4114 FIL'4C1:' V'R 111* 3(t 00. 0(4 .1.0 1 ;3W MAIN (31+:EE'T INSF, 9 45. 00 VIOWFLAND OR 97204 V,Oyll T 3-345. 00 Jl H 09/1.9/90 tic 223--1,334 1*14E DEVELW:IMENT GROW, INC. SE MILL. F-`LOIN I?L.VD, SM11. 208 VONC'OUVER WA 98684 F'Iione #.- 206-654-1800 # 3045. 00 TOT441 R(-q #. . .- 5331P REGWIRED INSVIECTIONE -•--___..__. 1his Applicant agrees to comply with all the rules and regulations Sewer Inspection Of the Unified Sewage Agency. The permit expires 120 days from "he date issued. The total amount Paid will be forfeited if the permit expires. The Agency does not guarantee the accuracy of the side sever laterals. If the sever is not located at the measurevent ........ given, the installer shall prOSDPCt 3 feet in all directions from the distance given. If not so located, the installer shall purchase a "Tap and Side Sewer" Permit and the Aypney will install a lateral. lsLted Fly.- Call for illspeet:,-on 639--4175 IYI A ST k F: F•'E::�:ITI IT • CITYOFTI(FARD PERM #» » » ,. . . « : MST9FJ-0308 GRYOFfldPRIM. PERMIT 0. : BUP90-0272 COMMUNITY DEVELOPMENT DEPARTMENT DATE 1:13,SUF D: 09/19/90 13125 SW Hell Blvd. P.O.Bar 23397,TigaM.Oregon 97'223 MW)SW 4175 ARD S:1 T1: 01)DRE513. » » : 1.33;31 SiW 1c2ND AVE_ ORECRN PARCEL: 2S101I)B•-00800 SURD IVT.SI:ON. „ « « : ZONING: R•-•25 BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . .. BUILDINGw - _._.._._._.._.._._._.__._.__._,..__.._._.._.._...._.._____......_.__..._ REISSUE: DWELLING UNITS:O BASEMENT. . . . . . . . :0 sf CI._ASS OF" WORK. : BEDRMS:O BAT1.4S.0 GARAGE. . . . . . . . :0 sf 'T'YN'E: OF' USF. . . :CUM FLOOR ARI_:ASi- - --_ - REWIRED SETDAC:KS--•-•--•---_-_- T'YPE OF' CONST. : FIRST . . . . -.0 is I...EF'T. . :O ft RIGHT. 110 ft OCCUPANCY GRP. : SECOND. . . :0 S f FR0N'T. -0 ft REAR» . :0 f r STORIES., . » . » . » CO THIRD. . . . :0 t,f I E:CIUIRED--- HEIGHT. . . . . . . . : EDH1=IGHT. . . . . . . . : 0 f1; TOTAL•_.__....._.._.:0 sf SMOKE DETECTORS. : F'..00R LOAD. . . . :0 psi' VALUE. . . » . $: 300300 PARR ING SIDACES. . :0 Rema-rks: Cmist•ruct 842 sq. ft. •rec/adm bIdq. PLUMBIN13 ._. ........... . ................ .. .. S114KSi. . . . . . . . . . ..0 FLOOR DRAINS. . . . . I BACKFLOW PRL=VNT'RS. . : 1 LAVATORIES. . » » . ..2 WATE.'R HEATERS. . . : 1. TRAPS. . . . . . . . . ..0 TUD/SHOWERS. . . . :1 LAUNDRY TRAYS. . . :0 CATCH BASINS. . . . . . . :0 WAT'E::R CLOSETS. .. :2F.-..WIH:R I-INI: (ft) » :0 GRFASE TRAPS. . , ,. » » » :10 DISHWASHERS. . . . :0 WATER LINE: (ft) . :0 OTHER FIXTURES. -.0 GARBAGE= DISC'» » . 0 RAIN DRAIN (ft) . :0 WASHING MACH. . . :0 SF RAIN DRAINS. - :0 _._........__._...___._.._...._..__ MECHANICAL __ _..__._.._.._.___...__ _._.._....__._..__....__.__...__..-_• FEE( -_........... F'I.IE::I_ 'T'YPES _..__._._.._.___ UNIT HTRS. . :FI type amOUnt by date r•er..pl, I._F.* / / VENTS » » . » « :0 BPRT' I.':a3. 00 ! / MAX INPUT':0 PTU VENT FANS. . :2 FPLC 'll 125.45 FURN ( 100K . . :0 HOODS. » . » . . ..0 FIRE 1, 71. (12'0 1 / FURN )=100K . . :0 WOODSTOVES. :0 BJPC: FLOOR FURN. . _ . :0 CLO DRYERS. : 0 MPRT BOIL /CMP ( 3HP—.0 OTHER UNITS:2 MPI_.C: !h 6.25 GAS OUTLET S e O Irl15PC $ I. P5 Owrte•r: _.....__..__._..___.._._......__...___._._ _.._._..__._.._._._.___._... F'PRT $ 00. 00 / J CRITERION EQUITIES C'PI_C 1, 15. 00 :1800 ONE MAIN PLACE P5PC; $ 3.00 1.01 SW MAIN STREET PAY11 $ 515. 80 ]'1_H 09/19/'.• 0 PORTLAND OR 97204 Phone N: 223•_•1334 THE:: DEVELOPMENT GROUP, INC. L.1818 SE:: MILL PLAIN BLVD, SUITE 208 VONCCl(.)VE1; WA ':38684 C'I�ttrie N: c_'0f.•-f�,`:i4-•-1f100 Req #t» ,. » 53:3:1.2 f; 51.5. 80 TOTAL This persit is issued subject to the rejulatiom, contained in the - REOUIRE:D TNSPECT:IONS - - Tilard Municipal Code, State of Ore. ?oecialty Codes and all other Mech a ii:i ca I F i n a I 11'►s Lt I a t:i c:)ri Iris n applicable laws. All work will be done in accordance with approved Faat/FOLMd Irisp Gyp Beard Irisp plans. This uerwit will expire if work is not started within 189 Slab Insp Rain Drain Irisp days of issuance, at if work is sus ended for were than 189 darn. F'I m/a nd s I b I►i s p F'I um h F i„a I Meehar►i.cal. Insp bt.ci Idinq F i.ria i Permittee t3i.gn.yttc ,...... P.lumbinq 'Top Oc.ct F•r a m i n g Insp Issc.ced Py . Fi.replaC`P Tn5 CaI1 for inrspection 639 4175 Inc Architects P C Architecture•Civd Engineering•0evelopmenl Services•Landscape Architecture•Land Planning•Urban Design•Surveying September 18, 1990 Mr. Jim Jaqua, Plans Examiner City of Tigard 13125 S.W. Hall Blvd. P.O. Box 23397 Tigard, Oregon 97223 F, 72nd Street Apartments • Heat Loss Calculations __— Project No. 2686 Dear Jim: Following a review of the approved documents by the Developer of the 72nd Street Apartments,he has requested that we investigate the possibility of reducing the wall insulation which is currently listed as R-13 on the approved plan set to .R-11. We retained the services of Donald C. Pfaff with Interface Engineering to evaluate the perimeter heat loss of the building and compare it with the required mRximum heat loss as prescribed in Chapter 63 of the 1986 Uniform Building Code which is the code review that is being used for this project. Enclosed with this letter is his assumed insulation valuea fcr each part of the building,and the following calculations which show that the proposed bu&1ing heat loss will be less than the code maximum heat loss. Therefore, we would like to request your -dproval for this change. Thank you for your time with this matter. If you should have any questions or concerns regarding this change, please feel free to call me at any time. Sincerely, Richard L. White Otak Architects, P.C. RLW/tsm 2686\.001 Enclosure cc: Ralph G. Tahran Lake Oswego Office 17355 SW Soones ferry Rd• Lake Oswego Oregon 97035 (503'635 3818 Vancouver Ottlee 101 East 81h Street • Vancouver.Washington 98680 12061695 0357 Kirkland Ofte 820 Kirkland Way Suite 100 • Kirkland Washington 96033 • 12081822.4446 INTERFACE ENGINEERING INC. seA Consulting Engineers August 31, 1990 OTAK, Inc. 17355 S.W. Boones Ferry Rd. Lake Oswego, OR 97034-5217 Attention: Rico; White RE: CRITERION EQUITIES CODE CHECK Dear Mr. White: Enclosed please find the Code calculations for the above project. Please include these when you meet with the Code Official . As shown, all buildings meet Code with the use of perimeter insulation. If you have any questions, please call this office. Sincerely, J�'� "-' � Donald C. Pfaff, P.E. DCP:grp Enclosure 6542 SE Lake Road • MIIWaUkle,Oregon 97222-2138 • (503) 659.639e< 8 (FAX) 659-9029 CRITERION EQUITIES CODE CHECK CONSTR__ UCTION Roof: Framed roof with R-30 insulation U = 0.030 BTU,'hr. -°F-ft.2 Wall : 2 x 4 frame wall with R-11 insulation U = 0.073 BTU/hr. -°F-ft.2 Metal Doors: Solid insulated door U = 0.40 BTU/hr. -°F-ft.2 French Doors: Solid core wood doorU = 0.39 BTU/hr.-'F-ft. Window;: Double pane, aluminum frame U = 0.6 BTU/hr. -°F-ft.2 French door liter: Double pane, wood frame = 0,5 3TU,/hr. -°F-ft.2 All buildings have perimeter insulation. CODE VALUES - RESIDENTIAL Wall : 0. 180 BTU/hi-. -°F-ft.2 Roof: 0.02.8 BTU/n,,. -°F-ft.2 asr � er l TYPICAL BUILDING Areas: �I 3522 sq. ft. a Roof: 5484 sq. ft. Wall : 939 sq. ft• Windows: 210 sq. ft . Metal Doors: 96 sq. ft. French Doors: 79 sq. ft. French Doo'' liter: Code Maxdmum Heat loss: Walls: 6808 x •18O = 1298,62 Roof: 3522 x .028 = __ Total : 1324.06 1324.0'. _ ,128 BTU/hr.-°F-ft.2 10330 Pro og sed_..- u_ildinq_ heap sS: 5484 x .073 = 400.33 Walls: 939 x .6 = 563.4 Windows: 79 x .5 = 39.5 French door glazing: 96 x 39 = 37 .44 French door body: 210 x 4 = 84 Metal doors: 3522 x •030 = 105.66 Roof, 1230 33 Total : 1130.33 = .119 BTU/hr. -'F-ft-2 10330 The proposed overall "U" factor is less than or equal to the Code factor; thus, the construction should meet Code. CRITERION EQUITIES CODE CHECK CONSTRUCTION Roof: Framed roof with R-30 insulation U = 0.030 BTU/hr. -°F-ft.z Wall : 2 x 4 frame wall with R -11 insulation U = 0.073 BTU/hr.-°F-ft.2 Metal Doors: Solid insulated door U = 0.40 BTU/hr. -"F-ft.2 French Doors: Solid core wood door U = 0.39 BTU/hr.-°F-ft.2 Windows: Double pane, aluminum frame U = 0.6 BTU/hr.-°F-ft.2 French door lites: Double pane, wood frame U = 0.5 3TU/hr. -°F-ft.2 All buildings have perimeter insulation. CODE VALUES - RESIDENTIAL Wall : 0. 180 BTl!/hr. -°F-ft .2 Roof: 0.028 BTU/hr. -°F-ft.2 TYPICAL BUILDING Areas: II Roof: 3522 sq. ft. Wall : 5484 sq. ft. Windows: 939 sq. ft. Metal Doors: 210 sq. ft. French Doors: 96 sq. ft. French Door lites: 79 sq. ft. Code Maximum Neat loss: Walls: 6808 x .180 = 1225.44 Roof: 3522 x .02P = 98.62 1 Total : 1324.06 a 1324.06 = . 128 BTU/hr.-'F-ft.2 10330 Proposed_buildin —heat loss: Walls: 5484 x .073 = 400.33 Windows: 939 x .6 = 563.4 French door glazing• 79 x .5 - 39.5 French door body: 96 x .39 = 37.44 Metal doors: 210 x .4 = 84 Roof: 357.2 x .030 = 105.66 Total : 1230.33 1230.33 = . 119 uTU/hr. -°F-ft.' 10330 The proposed overall "U" factor is less than or equal to the Code fatter; thus, the construction should meet Code. INSPECTION NOTICE City of Tigard Building Department P . Box 23397 Tigard, Oregon 97.23 Phone: 639-4177 Type of Inspection -- Date Request/ed__. d"_ � ��i� Time_ A.M. P.M. Address __.1 �v 7 ~d --- Permit Owner Lot # BuilderThe following Building Code deficiencies are required to be corrected: Presented to � *CLL pprored Inspector [] Disapproved Date REINSPECTION ❑ YEi ❑ NO ..•_.......,.._...._...- r..,..�..,,...,.x..++cr..w`.wxwra'w>r�tA,ywolyyWtlMlO/IyiyrY,Nawwasre INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 A Type of Inspection - Date RL-quested Time_ . A.M._-- P.M. Address �y� v1 J'� /�Cf — -- Permit # Owner -- - Lot #_ Builder The following Building Code deficiencies are required to be correct,& Presented to Inspector — - � Apptev Date __ CJ b12e13113roved CALL FOR RL INSPECTION ❑ VES (] NO 1". ..w...,W...-w.,...,.......,s.-, eraewrru,,,waste............. ,w,»w...,.«. INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 / Tigard, Oregon 97223 C✓� Phone: 639-417; Type of Inspection Of Date Requested Time 'A.M _ P.M. Address Owner— Permit Builder — Lot #._ The following Building Code deficiencies are required to be corrected• --_— - �.___----___— - -- -- -- Presented to - ---- Inspector _ Y--' - 1 Approved Date ❑ Disapproved R ' SPE CTION 1 11 YES U NO INSPECTION NOTICE j City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection L ---- -------------- Date Requested Time — A.M._ P.M. Address , — h _ Permit # Owner Lot # __ Builder ------The following Building Code deficiencies are required to be corrected: _ 1 ---- --------- Presented to -_ __ Approved Inspector _ _ -__— i Disapproved Date CALL FOR REINSPECTION [', YES 11 NO 7W Ift MU r� INSPECTION NOTICE f(' City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection �• � P.M. __ Time A.M. Date Requested_----------- t ps Permit Address ! ---- – Lot #_--- Owner — Builder The following Building Code deficiencies are required to be corrected:'— -- Atiproved Presented to Disapproved � Inspect _ Date CALL FOR RF".INSPFC'7'1ON YES I- NO INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 yam► - ,D Type of Inspection ��–� Date Requested"l—��/ L Time A•M• '� —P•M• Address _� -S�' �-- Fermit #_—---- k Lot Cwner -__- -- i – Builder _.�—__ PKA- �'--- The following Building Code deficiencies are required to be corrected: -- o Presented to —_.-_ —_ r Approved D Inspector _ �_/-� Disapproved Date CALL FOR REINSPECTION r] YES ❑ NO 1 i INSPECTION NOTICE / City or Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 np Type of Inspection ,1X Date Requested -3� Time A.M.c=�=P.M. Address _ 3 _ _.�1� C� /(� _ Permit Owner `' ' _ Lot # Builder The following Building Code deficiencies are required to be corracted: Presented to _ [Approved Irsp^ctor _ _ _ � ; Disapproved Date 3 CALL FOR REINSPECTION 0 YES ❑ NO -• •••.. +n.A.W..yw.�.u......!v.r-,vu..rY:L!iy��yMSL'IY.Vµu.Mn�,+w.esukwy.yr. ...,..,. -' M�ALMPII'gtllFU �Y«.CIIr!lgN. w INSPECTION NOTICE �- City of Tigard Bui!ding Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection _ v Date Requested Timeu A.M. - ! P.M. Address l _J 3 __ s-/ Permit Owner _. Lot # Builder�/�/ L/„ „ The following Building Code deficiencies are required to be corrected: - t Presented to N-Approved --_ Inspector j� ' Date `)� -- r Disapproved CAL FOR REIMPEcT10N ❑ YES ❑ NO INSPECTION NOTICE ; City of Tigard Building Department P.O Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection fit< - - - -- as Date Requested - Time.___— A.M.- P.M. Address 3 3�7 ;7d ' _ Permit Owner 7 Lot Builder The following Building Code deficiencies are required to be corrected: Presented to _ Approved Inspector ___ [ Disapproved Date -- CALL FOR REINSPECTION ❑ YES NO .r a� � �r ■w INSPECTION NOVICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection --- Date Requested_ _,ZGL--- Time A.M. P.M. � Address -___. 3 D?� /7 P mt i �� ' Owner _ Lot # _ Builder The following Building Code deficiencies are required to be corrected: Presented to _. Approved Inspector / ❑ Disapproved Date ---- CALL FOR REINSPECTION YES F-I No - CRITERION EQUITIES _ t800 ONE AGAIN PLACE 101 SOUTHWEST MAIN STREET PORTLAND,OREGON 97204 503.223.1334 RECEIVED July 9, 1990 " 190 COfNMu�r,,, '�yftOPMENt Mr. Ed Murphy Community Development Director City of Tigard P.O. Box 23397 Tigard, Oregon 97223 Dear Ed: Now that our loan has closed, we've purchased our permits, and we're well underway, I want to say how much we appreciate all of the help we've received throughout the development process from the staff members at the City of Tigard. Closing and funding by June 29th was very important. Without the tremendous help of Jerry Offer, Brad Roast, John Hagman ano all of the other staff members, we would never have made it. Please convey our thanks to Pveryone! Cest Regards, Mark Rockwell RECEIVED Jul 1 1 1990 COMMUNITY DDELOPMEMT COMMERCIAL REAL ESTATE INVESTMENTS Rowu I ... ....�N�Y1WfVl�;yy�yY+'tr..weu�,.r..Y,fW�' IP�WIwY - u.r�+r.,._,wy�++snnw.r.r.-r.r+r,w..�YMMMMIYWA'WM�hY"QMI�INIWI�IMMOY111MIw.WMY4MwYMM�W.�O INSPECTION NOTICE City of Tigard Building Department v P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of lrtspection Date Requested �L� Time A.M._ -- P.M. Address_1 tf� �� Permit #ti2 �� Owner Q _ Lot #_ Builder J The following Building Code deficiencies are required to be corrected: oresentad to -- -_ ---- Approved v — Inspector Disapproved pproved Date CALL, FOR REINSPECTION YES ❑ NO INSPECTION NOTICE City of Tigard Building Department P.O. Box 2339 i Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection L __` - --------- — Date Requested_— l 3- 7 y Tim A.M.._—P.M. Address J Permit # Owner-_ L Lot #1_C-2 � ' S BuilderThe following Building Code deficiencies are required to be corrected: i i / y ------ Presented to __ —___ - _ /Approved Inspector �f— - �.� Dis.apprnved Date -f--- '3- � —- — CALL FOR REINSPECTION n YES ❑ NO .......... i,r,y OF TIGAPD RECEIPT OF PA"MENT RECEIPT NO. c (.',HECF' AMOLIN I' : 19- 90A. 1 NAME e cr-:i,rEPION EQUITMEP CASH AMOUNT 0.00 PAYMENT* WTE SUBD I V I e 113N !.,CIPTLAND, OP 9 7'"N)a- HAMPTON F-IDLE. F-IJPPOSE OF PAYMENT AMOUNT PAID PURPME OF PAYMENT AMOUNT PAID Pt-AN CHED FE u7c DING TIE-F—'M TUALATIN VALL 14 Q,81 ST. BUILD PEP B99. FLUMS(NO F,Er�rl 77.5(:).01") MECHANICAL PE SEWER US14 121 51 C 0( SEWER I NSPECT (W) !-)i*pEE7,r sDc 6 F=APPS !AUC 1500() C.I0 lo-rAL AMOUNT PAIL BUJ:I...D:I:NC7 PERMIT !� I'ER111T #'.. ., . „ ,. . . „ BU1•'-'90--0:L8G CITYOFTIFARD CITYOFTWARD R ' -_ . 21!. PRIM.M. F E..FiI�II 1 ##. : M.aT a0 G�? COMMUNITY DEVELOPMENT DEPARTMENT I OREGON DATE ISSUED: 00,/28/90 13126 SW Hdl Blvd. P.O.Box 23397,Tlpad,Or@9W 07223(5011 3b-4173 ':)ITE* ADDRESS—. ,, 1_1300 SW '72ND AVE OCARPT PARCLL: r S10I DD-00800 SUBDIVISION. „ . . r . . r . . . r ZONING-. R-25 1:'<I._OC:K. . . . . . .. LOT r . . ..........._.._._.. __._......_......._......_... _........._..__._.-_, __.......___.._ _._..__..__.._._._ F:EIC)1;1)UE:: FLOOR AREAS------ EXTERIOR WALL C ONSTRUCTION-_ CJ.-ASS OF W0RK . ::11[:.W F'Ir;3T. r r . : S N: S: I:: W: i YPE: OF' USE. „ .AL-:i SECOND. . . : S I!R0TEC.1T .OPE:.NINUS'? TYPE:: OF CONST. :5N THIRD. . . . . S N: :3: 1=: W: OCCUPANCY GRE'. :M1 TOTAL- -- : 0 c,f ROOF CONST: FIRE RET ': OCCUPANCY LOAD: EASEMENT. ; Sf ARI::A SEI'. RATED: r;TOR. s HT. : f GARAGE. . . : sf OCCU SEP. RATER., 13SMT'?: MEZZ' .. RECID SET BACKS _......_._.........._. RE:f�UIRET� _...___..__._._.._.._....._....._._...._. FA_OOR LOAD. . . . : psf LLF'T: ft RGHT: ft F-'IR SPKL: SMOK DET. . : DWELLING UNITS: F RNT: ft REAR: i�t I IR ALRM: HNDICP ACC:: DE::1:R1*14:>: BATHS: IMF' SURFPCEs PRO CORR: PARKING: VALUE. 77("10 entarIf.ss permit: fra-r ca'rpc)rts tcatal of :11 L)Lti.I(I:Lrlgs. FIIES t;RI'rkRTON EC�UI'1'IE:5 type amount by date •recpt 1.810 ONE MAT:N PLACE" PRMT $ 367. 00 1-0:1. SW MAIhI SiTREET PLCK $ 2::38. 5It'i PORTLAND OR 97204 5PCT $ 18. :35 / P[iarie b: 223--1334 PAYM $ 623. 90 JLH 06/28/90 •AE:: DEVEL..OPME:NJ UROUP, INC. I.1.031.8 ::;f IhIL..L. I'I_AIN BLVD, 51.JI1'E:: 2011 VANCOUVERWA 78684 __........__.___._._.._....-__________.._.__..._.__.....__.._._.._............ 1!F1 r11'1e It.-. 206-6-54-1800 4 C.,23. 90 TOTAL F<r�g II. . : 533.12 _..._..____........ RECiIJIRFwD INSPECTIONS ---•.--.._-. This permit is issued subject to the regulations contained in the F'clrat/Fcaurld Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other Framiriq 1 nsp applicable lays. All Mork will be dcne in accerdance with Fxrlal 111specticxrl approved plans. This permit will expire if work is not started within LAA days of issuance, or i: work is suspended for More than196 days. _._._.._.._ ____...._._ __.......... __ ._._____.___._.._..... Pe r m i.t t e e S i la 17 a t u r _:--.._... _ _ _..._..... _..._..__.__....._ .. _.___ __. _.. _......___...._. ____...._._ ._....... Issued Ey Call fcx•r• ir7spectiol7 639-417; BUILDING PERMIT CITYOFTIGARD PIERNIT #. . . . . . . .. B U 1:1 9 0--t31. COMMUNITY DEVELOPMENT DEPARTMENT OMON PRIM. PERMIT M ST9 0 W L.I.1. CRYO 13125 25 SW HWI Blvd. P.O.Box 23397,ngwd,OnVon 91 DATE 1SGUED: 06/28/90 SITI::, ADDRE SS. 1,)'j(30 SW 7121,11) AVE 0(3(1 N G PORCEL: 2SIOIDEI-00800 SUBDIVISION. ZONING: R-25 BLOCK. . . . . . . . . .. .. L07 . . . . . . . . . . . . . .. REISSUE: FLOOR AREAS-------- EXTERIOR WALL CONSTRUCTION-- CLASS OF WORK. -NEW FIRST. . . . —:,f N: S: E:s 14 'T'YP'E OF USE. . . :ACS SECOND. . . : Sf P'ROTECT' TYPE OF CONST. :514 THIRD. . . . : 15•f N: S1 E W1 OCCUPIANCY GRP,. NMI TOTAL----------- 0 S-f ROOF' CONST: FIRE R ETY UCCUPANCY LOAD: BASEMENT'. .- S AREA SEP,. RATED: STOR. s HT. : ft GARAGE:. . . : Sf OCCU SEP,. RATED: BSMT?: 11 E z z 1?. REOD SETBACKS—------- REQUIRED— - __.._.._..._...__ _ .. ..._..._............ FLOOR EQUIRED-- FLOOR LOAD. . . . psf LEFT: ft RGHT; ft FIR GV,KL: SMOK DET. ,. : DWELLING UNITS: FRNT-. ft REAR.- ft FIR ALRM: HNDICP ACC: I'.'E:'DBMS: BATHS: IMP, SURFACE: PIRO CORK: P,ARK ING i VAIUE. 1.80000 Renia-rks: pernii.t for total. Of 11 bUj.1d:kiiq:.;i. Uwiierc FEES cr-�iTERION EUUITIUS -type arnot.111-b by date reept 1.800 ONE MAIN P,LACE. PIRMT $ f-.,33. 00 :1.01 SW MAIN .133TRELT P,LCK $ 411. 45 OR 97204 5 P,CT 1; 131. (1S Phone 0,. 223-1334 FIAYM .1076. 10 JLH 06/28/90 C'A)rlt-ractor: THE DEVELOPIMENT GROUP', INC. 1181-8 13E 1111...1.. PLAIN BLVD, SUITFE, 208 VANCOUVER WA 98684 VII-ic)rie #; 006--G54 1.800 $ 10 TOTAL R e q n 5 3:312 REOUIRED INSVIEC11ONS This permit is issued subject to the regulations contained in the 1"c)ot/F1:)t.tiid Insp Tigard Municipal Code, State of Ore. SpecialtY Codes and all othir S 1 a b I I-,S P applicable laws. All work will be done in accordance with FrAniirig Iiisp approved plans. This permit will expire if Mork is not started SlleiA.r Wall 11-1sp wifhin I&@ days of issuance, or if work is suspended for more (3/r.) BL).ircl Irlsp than 188 doYs. V,I-r ni j.t t e e F)i g Y)A t Lt-r e istled By r Cal.]. far lrispec,tiori 639-4.175 June 27, 1990 rc, T'��RD OREGON Barbara Radler Ball, Janik, & Novack -� 191 SW Main Street Suite 1100 Portland, OR 97204-3274 R$: Hampton Ridge Apartments Dear Ms. Radler: Mark Rockwell has requested that I provide confirmation that all City of Tigard approvals necessary for development of the Hampton Ridge Apartments have been obtained. The site of this proposed aa.re.lopment is coned R-2.5 (Multi-family residential, 25 units/acre) . On February 5, 1990, the City of Tigard approved a Site Development Review application for development of a 100 unit apartment Complex on the property subject to certain conditions which were to be satisfactorily completed prior to issuance of a building permit. Those conditions have been completed to the satisfaction of the staff. Site work permits have been issued. Building permits are ready for issue upon the developer posting a performance assurance and agreement for necessary public improvements and payment of necessary fees. The public im*_.rovement plans have been approved. No further consent.o are required £ror., the City of Tigard relative to the development of this project. I am unaware of any other governmental consents that are necessary relative to this project. Please contact me if I can ba of furti3r assistance. Sincerely, I fr f Dev% pment Review Planne: I jr/radler.JO C: Mark Rockwell File SDR 89-25 13125 SW Holl Blvd.,P.U.Box 23397,Tigard,Oregon 97223 (503)639-4171 -- IM-A■w GITY OF TINA RD OREGON 6-26-90 Mr. Mark Rockwell Criterion Equities 1800 One Main Place 101 SW Main St Portland, Ore 97204 Res Criterion Oquities Apartment Project, 13300 - 13397 SW 72nd Ave. Dear Mr. Rockwell, The building permits for the above referenced project are ready for issuance, you may obtain the permits at your convenience, The building permits muot be obtained simultaneously with the public improvement permits issued by tha City Engineerirg Departme:it. if you have any questions, please call me at 639-4171. Sincerely -� Brad Roast Building Official 13125SW Flall Blvd.,P.O.Box 23391,Tigard,Oregon 97223 (503)639-4171 -- ----- IWILDING r-ILRMIT #. .. . .. . BOV,90-0 J.';'G is nTc: i. CITYOFTIFARD Ai��;NRD F.1ER1111r COMMUNITY DEVELOPMENT DEPARTMENT 13,126�-.W Holl Stod P.O.pax 2397,Tiged,Orepn 9=(603)6*4176 C— D -.5 L) it 1 I..j W Iq 1.) (-1 V L. #S 11 i. N S U B 1)1 V 1: 1,('.)INI. . . . it BLOCK. . . . . . . .. . . . 1-07 . . . . . .. . .. . . . . . . REISSUL: F'L.00R EXTERIOR' WALL CONSTRUCTION- C.111-ASS Cl WORK. ::DEM F TRE:i,Tsf N- W • T'Yr:'E-". 01-- USE. . . -SF SECOND. if V,R OT E C T 0 r-EN I N G 6 1?---- I Y F,E- OF. L 0 Iq S I . it5H H THIRD., it s f N» S» E-. W TOTAL.-A L-- 0 1;�f ROOF:' LONST. F:.I.RL REI-11;; OM';U1::1ANCY GRP'. -R'3 I :! 0 C C U V,A N("Y L 0 A 1) 130SEMENT i5 f SEV,. RATED CCCU SE-Pl. RATED." STOR. HI . ft GARAGE. Sf 1'.i S 11 T N1: ;L"I..7» RECID R E()U 1 R r,--D 1-0 D R LOAD. . . . . F)t--� L.EF T f t RGHT'u ft F--:1 R S r-1 K L'. SMOK DET. . : .1 -INDICIV f:•WELLIING UNIT,59 F`RW ft ft F IR t .1 .1 ()("(:r E D R M 13- AT H S. SURF"ACIE'.. P,R0 C ()RRt P,A R K.L N U r. 1ALUE. $: :emmrks: All dFab-riF, to be -e In o V e cl E)e p t i C., Lo t)e p Lt III p o cI & f i. 1.e d/s e w e-r c,a p p e(J ,.:F*,,rT'E1;,,jON EQUITIES type AMOUIlt by date -rec pt 1.8020 ONC: MAIN V.,L()Cl-:'. V.,A Y ITI $ V-'�). 75 3'1...1.1 06/l.9/90 i.(49. SW MAIN STREET r-1 R M T r I.', .0(8 ' '(:)R I A N D OR 1.)78144 ::,r-'( T 0. 7;i 223-1334 1HEE DEVELUF-IMENT GROUVI, INC— SE MILL 11-YD, GUTTL 208 ,,,,()I,ICOUVEN, Wo 9BG84 # 2(a 6 65(4 18 W 0 1 1.1j. 7 5 TOTAL 53312'. D REOUIRL INSVILCTIONS This permit I-, issued subject to the regulations contained in the Foot/io--tnd 11-Isf) WAte-(, Lj.riv lilfrp Tigard Munici�-. Cot?, State of Ore. Specialty Codes and all other r:,o%t.-I B e a ni I r)%p Oppr/1.3dWIP. Insp Applicable laws. All warp will be done in accordance with V-'1M/W1d51Ab IVISP F :[I-IAI Inspeetimi approved plans. This permit will expire if work is not started MeCflalliCAJ. 11-%Sf) ,�jthi,,j lee days of issuance, or If work is suspended for more V'J.M 't 0 p OLit Insp than 188 days. F'-rani iriq Irisp .. ...... 11-Isp Gas Line '11-Isp 1:11sLilatiol-I 111sp SiI9I1iAtU-F'V! -V Gyp DoA,(,d Insp Sewe-1, Ji,s u et-d D X kAiri dra-kvi I ris p La Ll. fo-r il-Ispection 639-4115 ..:.,i,.u. as wa,•i�o4 n "� k` - ,i� -. wNIMAINN DEMORmENr G-RiMP , AN ESTATE DEVELOPMENT aH4VICES Suite 208, Crestwood 11818 ST MITI Plain Blvd Vancouver,W 98684 (206)254-1800 June 19, 1990 Jerree Hrdina City of Tigard P.O. Box 23397 Tigard, OR 97223 RE: Demoli�ion Permit Dear Jerree: Per our phone conversation today, the owner for the Demolition Permit we are applying for is: Criterion Equities Joint Venture #102 c/o Northwest Kruse Woods 5285 S.W. Meadows Road, Suite 370 Lake Oswego; OR 97035 The project address is: 13300 SW 72nd Avenue Tigard, Oregon k Thank yc,u for your help. Kathy Curd The Development Croup, Inc. \curd\hrdina. l.tr ,-ITY OF TTGARD - REC.Eivr OF' PAYMUIT RECEIPT NO. 2 1)1 C.,I I CHED,.' AMOUN-l' (7ASH AMOUNT NAME. DEVELOPMENT BROUP 1-1.918 'SE MILL PLAIN SLVD F-PYMENr I)ATE". 4 Q 6 1 VANCOUVER, WA 98684- PURPOSE OF PAYMENT AMOUNT P611) PURPOSE' OF PAYMEN-f All(DUVIT IT,. "W1 ST . RUILD PER PP F9 0- 17 6 R M I P L T(')Trjt- PWOUNT PAID 'ter +�' �► �► �s nor � +s � . MEMORANDUM CITY OF TIGARD To: Jim Tom Mike From: Brad Roast, Building Official--' Date: 6-19-90 Subject: Criterion Apt's. SW 72nd Ave, pre-job conference. There will he a pre-job conference on Wed June 27, 1990, at 3:00 am, in the CD Conference room. Please plan to attend. FIAGE JUN 19 ' 90 14: 01 FROM DEUEIOPMENT GROUP . INC r-. City of Tigard - ,503) 639-4111 yitewgrk, ading, storm drainaga 5itework permit, Wading, 45.10 'rid plan review permit& plan review �,arA 6.14 Permit&Plan review velSwat Development park system development Sewer Connections 2o s� permit fee, mechanical, FlumbiA& - .� and plan checks building, �py�g62.10 Subtotal Permits and Strect DeveI t l0 2 pays work left of plan review of wlLtm 238.SS Carports 411.45 Garages 1,074.15 Buildings 945. 0 gitawork q,669.25 Subtotal j7,851,� Credit Toward Plan Review (2,182.65) Credit applied to other coats' $207,779.45 galaoce due ' Now WORK 111'T u. G 11*9 0---0 01.3 CITYOFTIFARD ('C' nYoFirwARD, 1,.1.*,1',11111 T OREGON #4. ST` COMMUNITY DEVELOPMENT DEPARTMENT ER111 'r 13125 SW NW Blvd. P.O.box 23197.1119GRI,OrOW"97223(503)6394175 MD OVE #SI*T'11*. KK1...:300, 5 W 7 ZONING: SUBDIV:1510N. . . . .. L01 ......... 110. ' yj::,E.- OF WORK4NE-W F)PI V I N G: . . . . . . .. . . . y V L 1.11::.. . . 20Y90(".1 !:.XCV VOLUME- GRADIW - - - - . . .y y C'y 1, D L U ITI I E PREP" yf F ILL'?. . . . . . :N S11)RII DROINSV;'.s .. .. .," 11`1 PE R V SURF AC'E', 10 1000 e til ax 'k n)c)Lt)-I t date type (-R,I*T'ERI0N EQUITIEF" R P1 T $ 703. 00 1800 ONE M0111 PLACE 101 SW 11()IN 5PCI` $ L L'K $ 456. 95 PORI U)ND UK 97204 1 C;(.: $ 01. 0(a 0- 223-113134 JYM3C 2750-00 y 11 :3'34";" 10 13(.'R 0 THE DEEVELOPMEXT GRULIP, I L L F'L.(1.1:11 E!I.-V 1) Vi414,6',,'YLR WP 98684 $ :3`.)4;'; I W 10 T()L Fteq N. . -. 53312 REQUIRED T N S PEC TI 0 N E) This permit is issued sub;ect to the regulations contained in the F i r)A 1 111!7,P t i aw•-•_••••.-_•..._.•_............._......_...._,-_. Tigard Municipal Code, State of Ore. Specialty Codes and all other ........_....___.....-_• applicable laws. All work will be done in accordance with approved plans. This permit will expire It worl,. is not started within 180 days of issuance, or if work is suspendei for more ....... ............ ............... than 188 days, ................. ..................... ....... ............... ------ ............... ................ ( ,Al.:[ -fr)r tilsPecti011 -4115 CITY CSF TIFA RD � crnoFi W) J PLAN CHECK APPLICATION COM.;iUNITy DEVELOPFiENT DEPARTMENT PLAN CHECK #13125 S.'.V.l Al Blvd..P-O.Box 23397• Igow.Oregon 97223,(503)6394975 — __� PERMIT # __ DATE ISSUED JOB ADDRESS: TAX MAP/LOT SUB: LOT: _ LAND USE: 7 VALUATION: ��" , �� ,V; OWNER _ / SPECIAL NOTES NAME: r; - 1-y��/1 ��,LI� t-� R-L-ISSUE OF: ADDRESS: t_AST REISSUE: _ -- — __ FLOOD PLAIN/ - SENSIIIVE LAND: ----- APPROVALS REgUIRED CONTRACTOR PLANNING: NAME: _ ENGINE.:ERING: ADDRESS: -- _ LIRE DEPT _ - -- _ --- OTHER: — PHONE: ITEMS REgUIRED_ BUILDERS BOARD #: EXP DATE: LIST/SUBCONTRACTORS: BUS TAX: --��---- ARCH/ENGINEER CALCULATIONS: NAME. : _ Y _ _ TRUSS DETAILS: ADDRCSS: -- ---- OTHER: ^ PHONE: — - COMMENTS: 1' - �/c�f�K , 17�__ SUBCONTRACTORS: PLUMB: ^` MECH: --' PERMIT N ACCT y 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 Tsix (5X) Building Plumbing _ Mech 10-433 00 Plans Check Fee Building Plumbing -- _ Mech _ 30-202 00 Sewer Connection —� k 30-444 00 :ower Inspection 51-448 00 Street System Dev Charg" (SDC) 52-449 00 Parks System Dev Chargh (PDC) r 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) 10-230 06 Fire APPLICANT SIGNATURE Received By : Date Received: cn/3581P/1 BP _-- EELMILMLOIRMLORMM�amIMLPRLMLANL" CITY OF VIGAPL) OF PAYMEra I FT NO. :u0--:.;0.17 CHE (J.. f:4-10LINT 1 10 PIAME 1 CRI TEP TON E611.11TTES C.-ASH AtIOUNT 1 0. CH) ADDRESS) tot 514 MAIN !;J PAymii.ra VATL 0,�/ 1!'*. '�(J stivrE iF4(,1c) ".5UP 0 1 V f S I ON POR TLAND. QK 1,"7: 1:':'9' 7-141) PURPOSE PF PAYMENT �.,fMC)UPIT PI)TD OF PAYMENT APIOLINT Fl.,I b li I INC: PEPM 511190-(:11,)1 0 COCl D F,F; F1.4-44 CHED : : FE Z", U 00 Ii k Inc 0&* Arcfnlecls.PC Archileclwp•C'"Engvraenng•DevelmmMenl Services•Lanascane Archileclure•LandPlanning.Urban Design•Surveying 6-5-90 Mr. Wayne Heikkala The Development Group Suite 208, Crestwood 11818 Southeast Mill plain Boulevard Vancouver, Wa. 98684 Re: Addendum #1 72nd Ave Apartments Dear Wayne As discussed in a phone conversation on 6-4-90, we will be required construct the portion of the deck that iN under the roof overhang to their interpretation of the definition of Fluor Area ass can red e the City of'Tigard to Uniform Building g�one hour construction due g Code. The deck area as defined B e fled in Section included of the this requirement is "the floor area of a building, Y the U.B.C. exterior walls shall be the taxable area under the horizontal which is included in this g, or portion thereof, not projection ecl with surrounding above". Therefore, the required one hour construction is t° ext trLISSe8 above Projection of the roof or floor See the attached detail fo'lot the con tue bey rise end only to tl.e edge of the beyond at the cantilevered por+ion of the deck surface. Included in this requirement for one hour case assembly and the extl..nt of the protection required. of the flight of stairs serving the ant ruction is the small landing surface at the top entry doors to the upper Unit Type rBr. This addendum sheet and the additional details will be submitted plan set for your use during construction. If you should have concerns re and attached to the approved regarding thiP change, please feel free t,° call ho ata ave a .y further me questions of Sincerely, RECEIVED Richard L. White .J 1890 C: Re1Pt "I'ahrau COMMUNITY DEVELOPMENT Lake Oswego ice 17355 S W Boon"Ferry Roan•sake Oswepc°r Vancouver Office 101 Easl eth 9lreet•Vancouver Wesh rpton 9e680 Kirkland Office •, �97036•(503 1635 3618 5(""S'Way 0305•k0lam Wassh Inn '12061 895.0351 >a 98033 •12%1822.4440 1W 1W MA, MEMORANDUM BUILDING DEPARTMENT Respond By__ _ 11.anning' Engi•aeering.,Dept. /J For Your Information FROM: y0 _Sign and Return DATZ: SUBJECTS ) �/� r� • �%`/ /iUn �tG'7I - completedhaFj The building departme�B art:ment'sc conditions planreview met,f so wor e project- mayissue permits notify us when your p for construction. Approved for issuance of permits By:.—_ Dates,___ (nAOV LOokoL Y� � WA MW MEMORANDUM BUILDING DEPARTMFNT TO: Planning, Engineering Dept. Respond 13 FRAMs `44 ;'/I,Q For Your Information DATE= - Sign and Return SUBJECT: —T The building department has completed the plan review for this project. Please notify us when your departments conditions are met, so we may issue permits for construction. Approved for issuance of permits 8y: 3 ?�,� /d n Date: qr 'WEI a! GROUP SUMMARY EDIT PARCEL NAME ACTION CONDITION LOG-NOTE FEE DOC MISC ESC List actions for this case 6ABUILDINGPERMITfiafifififififiafiafi5aaaafiaaaaaafififififififiafiau5fiaafiaaaaaaaafiaa5aaafi14AN: ° :BUP892724 PROJECT:892724 STATUS:H UPD:04/02./90: :MAN: ° PERMITTEE:ES CRITERION EQUITI PRIM. . :892724 n ° SITE ADDRESS:13265 SW 72ND AVE UADESCRIPTION OF PROJECTfififiAAAAAAAafiAAAfiAAfinfifiAAfififiAAAAAfiaafiAAAAAAAAAAfiAaAAAfiAC uaAAfiAAAAA3AAfifiAAAAAfi.iAAAAAAAgA3fiAAAAAAAAAAAAAAAAaSAAASAAAaAAfiA�AAAAAAAzAAAAAAC� REISSUE:BUP FLOOR AREAS------------ EXTERIOR WALL CONSTRUCTION- ' CLASS OF WORK. : FIRST. . . . . :sf N: S. E: W: n TYPE OF USE. . . ; SECOND. . . : :Bf PROTECT OPENINGS?---------- TYPE OF CONST. : :sf N: S: E: W. o OCCUPANCY GRP. : TOTAL------: :Bf ROOF CONST: : FIRE RET?.- OCCUPANCY ET?:OCCUPANCY LOAD: BASEMENT. : AREA SEP. RATED: ° STOR. : HT. . . :ft GARAGE. . . . OCCU SEP. RATED: BSMT?: MEZZ?: REQD SETBACKS-------- REQUIRED------------------- ° FLOOR LOAD. . . . : :psf LEFT: :ft RGHT: :ft FIR SPKL: SMOK DET. . : : DWELLING UNITS: FRNT: :ft REAR: :ft FIR ALRM: HNDICP ACC: : BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: ° VALU $: 0: NOTES: ° aAAAAafiAA.�AfifiaaAASAAAAAAfiAfiAAAAAAAAAAAAAAAAfififia.AAfiAAAAAAAAaaaAAAfifififiaafifiAAAfiabi GROUP SUMMARY EDIT PARCEL NAME ACTION CONDITION LOG-NOTE FEE DOC MISC ESC List actions for this case 6ABUILDING PERMITfifiaAfiAAAfifiAASab€tAAA4AAAAAAASaAAAAAaaaAAa€AaaAAAAAAAAaAAAaAAaAt ° :BUP892724 : PROJECT:892724 STATUS:H UPD:04/02./90: :MAN: ° PERMITTEE:ES CRITERION EQUITI PRIM. . :892724 ° • SITE ADDRESS:13265 SW 72ND AVE ° QADESCRIPTI0N OF pROTECTAAAfifififififiAAafiAAAfifiAfibfiAAAAfiAAAfifiAu4fififiAfibfifiAAfiAfifiAfiAfifiC, iiAAfifififiaAfifiAAAAAAAAAAAAAAfiAfififiaAAAAAfiAAfifiAbAfiAAAfifiAfiAfifififififififi§fiAfifibaBfifiaAAaafia� ° REISSUE:HUP FLOOR AREAS----------- EXTERIOR WALL CONSTRUCTION- ° ° CLASS OF WORK. : FIRST. . . . . :sf N: S: E: TYPE Ot' USE. . . : SECOND. . . : :Bf PROTECT OPENINGS?---------- ° TYPE OF CONST. : :sf N: S: E: W: OCCUPANCY GRP. : TOTAL---- .Elf ROOF CONST: : FIRE RET?: OCCUPANCY LOAD: BASEMENT. : AREA SEP. RATED: ° STOR. : HT. . : :ft GARAGE. . . : OCCU SEP. RATED: ° BSMT?: MEZZ?: REQD SETBACKS-------- REQUIRED-•------------------- ° FLOOR LOAD. . . . : :pef LEFT: :ft RGHT: :ft FIR SPKL: SMOK DF.T. . : " DWELLING UNITS: FRNT: :ft REAS?: :ft FIR ALRM: HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: ° ° VALU $: 0: NOTES: ° aASAfiAbbaAfifiA3AAfififibAbAfififibAAAbbAAfiAAAAAbfiaaAfibbfifiAAAAfifiAAAfiAAASAfiafifibfifiAfiAAfiAi GROUP SUMMARY EDIT PARCEL NAME ACTIOD' CONDITION LOG-NOTE FEE DOC MISC ESC List actions for this case 6ABUILDING PF.RMITfifi5b3fiAbgfibAafiAAAAAAAaaATAAAaibfiAbfiafiAfifiAabb&6baA5fi£AAbAaf�bAC :BUP892724 PROJECT:892724 STATUS:H UPD:04/02/90: :MAN: ° PERMITTEE:ES CRITERION EQUITI PRIM. . :892724 ° ° SITE ADDRESS:13265 SW 72ND 'AVE OADESCRIPTION OF PROJF.CTbbAAbAAbaAAiAaAafiaAba�iAA3fiA AAAAAA3AAAAAAAAaAAAAAAAbAb� r TUA' LATIN VALLEY FIRE & RESCUE AND BEAVERTON ,IRE DEPARTMENT 4755 S.W. Griffith Drive• P.O. Box 4755 • Beavcrton, OR 97076• (503) 526-2459• FAX 526-2538 March 19, 1990 Rick White Otak Architects, P.C. 17355 S.W. Boones Ferry Rd. Lake Oswego, Oregon 97035 Re: Criterion Equities 13265 S.W. 72nd. Avenue Dear Rick: This is a Fire and Life Safety Plan Review and is based on the 1985 editions of the Fire and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordir-ances and regulations. Plans are conditionally approved subject to the following items: 1. Bathroom Tubs: Fire resistive membranes shall extend behind the bathroom tubs unbroken. I would refer you to Gypsum Association Fire Resistive Manual. Additionally, framing should he adjusted so that the membrane can be incorporated unbroken behind the shower and tub enclosures. 2. Fire Resistive Floor Membrane: Fire resistive floor membrane shall extend under tubs and fireplaces, etc. Beep this in mind for if gyp crete or other materials make up fire resistive systems. 3. No Parking Signs: No parking signs shall be put in the turnaround at the end of S.W. Fir Loop. Wo parking signs shall state "No Parking", "Tow Away Ftre Zone", "ORS 478.910". Signs shall be located no closer than 4 feet to the grade nor the top edge no higher than 6 feet from grade. 4. Sheet A/15 Detail 01 Party Wall: Note relating to garage needs to be removed. 5. Wall Construction Assemblies - Detail A-1: This Plans Examiner would suggest that assembly WP2000 be used rather than 14P2610 "Working"Smoke Detectors Save Lives r Rick White March 19, 1990 Page 2 (movable wall partition) for assembly 011 (shafts). Additiolally, I would ask that a meeting with job foreman to discuss all aspects of the one hour fire resistive construction, including, shaft requirements, be conducted with field inspectors prior to commencing execution of this project. 6. Wall Assembly 05: Notes under assembly direction cover footnotes for tables in Uniform Building Code Chapter 43 only and do not relate to other manuals or assemblies. 7. Detail SIA-14: This should be a shaft detail not a chimney chase detail. Chases are areas within construction located between floors. Whereas this is a shaft extending thru floors. 8. Firefighting Water Supply: A firefighting water supply must be provided for this building. This firefighting water supply must consist of standard fire hydrant located within 250 feet of all portions of the structure as measured along the line of fire apparatus travel. It must produce a minimum of 2,977 gallons per minute at a minimum residual pressure of 20 pounds per square inch. Note: Hydrant locations have been reviewed with Tigard Water District and are approved as Tigard Water District has specified. 9. Attic Draft Stops: Attic draft stops shall be placed between units as specified in Uniform Building Code Chapter 25. 1.0. Smoke Detectors: Smoke detectors were not noted in unit type C. 11., Attic Access: Attic access were not found. Attic access shall be readily accessible at all times, therefore, accesses located in closets are not acceptable by this department. 12. Landings at Doors: There must be a floor or landing on each side of all doors. The floor or lauding must not be more than one-inch lower than the threshold of the doorway unless serving access for the physically handicapped. ULC Sec, 3304(h) 13. Fire Alarm Plans: Plans referred to and examined by this office contain no alarm system. Not less than three (3) sets of plans for the, installation shall be submitted to this office for approval prior to installation. Cut sheets of equipment and battery power calculations shall be included with submitted plans. UBC Sec. 302(b) 1 Rick White March 19, 1950 Page 3 14. Address Required: The tenant space number must be prominently displayed on the street front where it is readily visible to drivers and officers of responding fire apparatis and other emergency vehicles. UFC Sec, 10. 208 15. Fire Extinguisher Requirements: Not less than one (1) approved fire extinguisher(s) with rating of not .less than 2AIOB:C 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 16. Approved Plans on Job Site: one set of approvers plans bearing the stamps of the building department issuing the construction permit and this office must be :.. stained on the project site throughou'-. all phases of construction ar.d must be made available to building and fire inspectors for reference during required construction inspection,. UBC Sec, 303 17. Required Occupancy Certificate- Prior to the use and occupancy of the project (space) , a certificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit. UBC Sec- 307 If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, Gene Birchill Deputy Fire Marshal GB:kw cc: Tigard Building Department. IF owl IFEMWINIVIrmy ■ Inc Architects.f';: Archllecluto•Civil Engineering•Development Services•Landscape Architecture•Land I'lannmg•Urban Design•Surveying February 2.3, 1990 Mr Greg Berry, Utility Engineer City of Tigard Y.O. Box 23297 Tigard, OR 97223 Re: 72nd Avenue Apartments Criterion Equities Project #2585 Dear Greg: This letter followE our conversation earlier this month. At that time I asked you if the City required that garages and carports be served directly with storm sewers or if these buildings downspouts could discharge to pavement and flow ii--,to catchbasins. You stated that the City follows the requirements presented in the Unifor,, r'lumbing Code (UPC-85). I have since reviewed the UPC-85 regarding this topic. To the best of my knowledge nothing in the Code indicates that garages and carrorts need to be served directly to storm sewers. The design of our on-site storm system adheres to this standard. Unless we hear from you with information that is contrary to this interpretation of the UPC-86, we will finalize the construction drawing for this project. Sincere) , `-John Houle, P.E. Project Engineer JH:lmr RECEIVED b 1990 COMMUNITY DEVELOPMENT Lake Oswpgd office I'365 S W Boones!'Wry Rudd•LakC osm,qt)Ori 97035•15031636 381 H Vancouver Office 101 East 81h Street•Vancouver.Washington 98680 •1206)695.0357 Kirkland Office 25 Cfmttal Way 0305•0 irkland.Weahingtrin 96033 •INS)M"48 CITY OF TIGARD NOTICE OF DECISION SITE DEVELOPMENT REVIEW SUR 89-27 LOT LINE ADJUSTMENT M 89-28 VARIANCE V" 89-38 METZGER/EMS (CRITERION EQUI ?F;, APPLICANT) APPLICATION: A request by Criterion Equities for Site Development Review approval to allow development of a 100 unit apartment complex on a 5.03 acre Sita. Also requested is Lot Line Adjustment approval to adjust parcels of 1.26 acres (tax i.ot 3600) and 2.40 acres (tax lot 801) into parcels of 1.02 acres and 2.64 acres respectively. In addition, a Variance is requested to allow seven accessory structures to be located 10 feet fron property borders rather than 30 feet as required because the subject site abuts a less intensive residential zoning district. Zoning: R-25 (Residential, 25 units per acre) . Locatioi.: 13265 SW 72nd Avenue ;WCTM 2S1 1DB, Tax Lots 800 and 801 - Metzger Property; WCTM 2S1 1DC, Tax Lot 3600 - Ems Property) . DECISION: Notice is hereby given that the Planning Director's designee for. the City of Tigard has received the above request and approved the request subject to certain conditions contained on pages ten through twelve of this report. The findings and conclusions on which the decision was based are noted below: A. FINDINGS OF FACT 1. Background A Comprehensive Plan Amendment/Zone Change from Commercial Professional/C-P to Medium-High Density Reoldentlal/R-25 was approved by the City Council on December 11, 1989 (CPA 89-07/ZC 89- 07) . Creation of tax lots 800 and . from a single parcel was approved by the Director through Minor Land Partition MLP 1-81. The Plan and Zoning designa'.;ions for these parcels were changed from the City's prior R-7 (Residential, 7,000 square foot minimum lot size) zone to Commercial Professional/cp designations durinn city-wide Plan and Zoning map revisions in 1983. 2. Vicinity Information Adjacent properties to the north, west, and southwest are zoned R- 3.5 (Residential, 3.5 units per acre) and are developed with single family residences. Properties directly south of the site are zoned C-P and are presently vacant or occupied by single family residences. Properties across SW 72nd Avenue from the site are also zoned C-P. These properties are developed with a number of office buildings containing a variety of commercial and professional uses. The subject- site has 367 feet of frontage on SW 72nd Avenue. SW 72nd Avenue is functionally classified as a major collector street NOTICE OF DECISION - SDR89-25/M 69-28/V 89-38 - CRITERION EQUITIES Page 1 on the City's Transportation Plan Map. SW 72nd Avenue is developed with 44 feet of pavement, curbs, storm drains, streetlights, and a sidewalk along the site's frontage. The site has slightly more than 600 feet of frontage along SW Fir Street. SW Fir Street consists of 20 feet of gravel covered right- of-way which dead ends into the driveways of residences to the south of the site. The Transportation Plan Map designates SW Fir Street as a local street. Fully developed local streets typically consist of 50 feet of public right-of-•way improved with full street improvements. 3. Site Information and Proposal The proposed development site consists of three parcels totalling approximately 5.03 acres, including a 16.5 foot by 630 foot section of tax lot 3600 between SW Fir. Street and the other involved parcels. The remainder of tax lot 3600 iii not a part of the proposed development site. Tax lot 800 contains a house and outbuidings in its northeastern corner.. The other parcels are vacant. The site contains a grove of fir and oak trees in the northeastern corner of the site with the oak trees extending along the site's border along SW 72nd Avenue . The remainder of the site is mostly open and covered with grasses, weeds, and nut and fruit trees. The parcels are relatively flat with a slight slope towards the east.. The applicant proposes development of a 100 unit, ten building apartment complex on the site. Three buildings would be located along the site's 72nd Avenue frontage; the other seven buildings would be located along a circular roadway through the site. None of the residential buildings would be closer than 75 feet from the site's northern and western boundaries with properties developed with single family residences. Eight garage buildings would be located along the Internal roadway between the proposed apartment buildings and the neighboring single family residences. All garage buildings are setback no less than ten feet from the site's borders. Each residential building will contain ten apartment units. Each building will have 6 two-bedroom apartments and 4 one-bedroom units. All unite will have balconies. The maximum building height. proposed in 37 feet. The development plan includes a recreation centir to include a pool, spa, exercise room, and lounge area. The recreation center would be located in the northern section of the site, approximately 80 feet from the property's northern boundary. The plan proposes a total of 180 parking spaces to be distributed throughout the site along the circular driveway. Fifty garage NOTICE OF DECISION - SDR89-25/M 89-28/V 89-38 - CRITERION EQUITIES page 2 s air _&��OKAMKK%Kko spaces and fifty-four carport spaces would be provided. Three designated handicapped spaces and forty-five compact spaces would be included in the 76 uncovered spaces to be provided. All three handicapped spaces would be located near the recreation center. Proposed site landscaping includes retention of the majority of the mature oak trees along the site's SW 72nd Avenue frontage, a mixture of coniferous trees and evergreen shrubs along the site's other borders, and a variety of deciduous trees along the project's internal driveways and along SW Fir Street. The northern, western, and a portion of the southern boundaries of the site will be bermed. Internal site landscaping will include a number of ornamental flowering trees, small shrubs, ground covers, and lawn. The development would be served by one access driveway from SW 72nd Avenue directly across from SW Varna Street and another access driveway onto SW Fir Street. The application proposes construcrion of half-street improvements on SW Fir Street from SW 72nd Avenue back to the unimproved SW 74th Street right-of-way. A hammerhead turnaround would be formed by the pavement at the SW Fir and SW 74th intersection., The applicant requests Site Development Review approval for the 100 unit apartment. In addition, a Variance is requested to allow Beven of the proposed garage buildings to be located as close as 10 feet from the site's northern, western, and sor.thwestern boundaries. Abutting properties across those boundaries are zoned R--3.5. The Community Development Code requires a minimum setback of 30 feet from more restrictive zoning district for buildings within the R-25 zoning district. Also, Lot Line Adjustment approval is requested to adjust parcels of 1.26 acres (tax lot 3600) and 2.40 acres (trx lot 801) into parcels of 1.26 acres and 2.64 acres respectively through transfer cif the 16.5 by 630 foot long section of tax lot 3600 abutting SW Fir Street to tax lot 801. 4. Agency and NPO Comments The Engineering Division has reviewed the proposal and offers the tollowing comments: =. The applicant has submitted a Bite plan, a grading plan and a preliminary utility plan showing proposed on-site and off-Rite improvements. 2. The site fronts to the east along SW 72nd Avenue, a major collector street requiring a 60 foot wide right-of-way. The existing right-of-way width in 20 feet- from center line. The street was improved wit..h curbs and sidewalk as part of the Sw 72nd Avenue Local Improvement District NOTICE OF DECISION - SDR89-25/M 89-28/V 89-38 - CRITERION EQUITIES Pae 3 9 +� +� aaaa 3. The site access is to the south to SW Fir Street. There is 20 feet of right-of-way south of the center line, but there is no right-of-way north of the center line along the site's frontage. sufficient additional right-cf-way to provide for a 26 foot wide paved street from SW 74th Avenue to SW 72nd Avenue is required. Right-of-M:.y should be brought as far south as uossible to align with the existing street on the east side of SW 72nd Avenue as shown on the site plan. 4. Storm drainage -is provided by an existing 18-inch line in SW 72nd Avenue. 5. Sanitary sewer is provided by an existing 8-inch line at SW 7214d Avenue just south of the site. The Metzger Water District has commented that the District's existing water lines adjacent to this site are unable to provide sufficient fire flow for the proposed development. The applicant's representative, Metzger Water District, and Tigard Water District are currently involved in arranging for fire hydrant service to be provided for the site from a Tigard Water District line which also is adjacent to the site. The d doper of the proposed apartment complex will be responsible i:or providing the necessary improvements to the line. Tigard school District 23J has commented that the propos,,d development is located within the Phil Lewis Elementary/Fowler Junior High attendance area. However, because of enrollment pressures from this proposed development and other proposed developments within the District, prospective ocrupants of the development nhould be advised that students may need to he bused to other schools. After the District completes construction of a new middle school in 1992, there should be room fcr these prospective students at Phil Lewis School and Fowler Junior High School. The City of Tigard Biii.l.ding Division has commented that a demolition permit must he obtained prior to demolition or moving the existing house and outbuildings on the site. In addition_, existing utility services, wells, and septic located and properly removed. systems must be NPO #5 has reviewed the proposal and has commented that the NPO desires to see all deed restrictions strictly adhered to by the developer/owners of the proposed apartment complex. In addition, the NPO would like to uee the proposed northerly access drive onto 72nd Avenue become a one way entrance to the site only. Portland General Electric, Northwest Natural Gas Co. , an,l Tualatin Valley Fire and Rescue District have reviewed the proposal and have offered no comments or objections. No other comments have been received. NOTICE OF D^CISION - SDR89-25/M 89-28/V A9_3E1 - CR ZION EQOITiFs Page 4 B. ANALYSIS AND CONCLUSION R-25 ?.oninq District Multi-family resi_di-:,ti. tl use of the site is a permitted use in the R-25 zoning - district applied to the site. One hundred dwelling units are proposed on a site that would provide an opportunity for approximately 125 unite under the R-25 zone. Proposed site improvenents comply with R-25 district requirements for building height (45 foot maximum height allowed; 39 foot maximum height proposed) , lot coverage (maximum allowed site coverage of 80 percent; proposed site coverage of less than 60 percent) , and lande.caped area (minimum landscape coverage of 20 percent; proposed landscaped coverage of greater than 40 percent) . All proposed residential buildings satisfy minimum building setback requirements including a minimum 30 fort setback from the site's northern and western borders with low density residentially zoned properties. Seven of the proposed garage buildings, however, do not comply with this 30 foot setback requirement along these borders of the site. A variance to that setback standard for the garages is considered below. Density Transition Code Section 18.40.040.A restricts residential densities within 100 feet of the edge of a developing site to no than 125 percent of the maximum allowable density of an abuts-'.. ; developed residential area. Maximum allowable density of the abutting developed area is determined by the Comprehensive Plan designation of the area rather than by the existing residential density or by the density allowe3 by the zoning district. The maximum allowable density of the Rolling Hills neighborhood to the north and west of the subject site is five units per acre as determined by the Low Density Residential Comprehensive Plan designation applied to the neighborhood. Therefore, the maximum allowed density for the proposed development within 100 feet of the northern and western edges of the subject site is 6.25 units per acre. The applicant has submitted calculations indicating that approximately two acres of the site will be within 100 feet of the abutting lower density developed area providing an opportunity for 12.5 dwelling units to be located within this area. The site plan places only a portion of one ten-unit building within the 100 foot wide density transition area with the remainder of this area occupied by landscaping, parking, and the internal roadway. The density transition requirements are therefore satisfied. Site Develpxnent Review The proposal complies with Site Development Review standards for provision of private outdoor areae (balconies) , shared recreation faculties (swimr..ing pool and recreation center) ,screening of service facilites, residential building separation, and design offsets along building faces. Dwelling units and the recreation center have been situated towards the interior and southeast portions of the site so as to reduce possible noise impacts on neighboring properties and increase visual privacy between adjacent uses. Reasonable care has been taken to preserve a rnrrher -r maturrl NOTICE OF DECISION - SDR89-25/M 89-28/V 89-38 - CRITERION EQUITIES Paqe 5 � w[ '� �■r war treses on the site. Other Site Development Review standards relate to other Community Development Code standards reviewed below. Accass and Circulation -he proposal also satisfies Community Development Code standards for interr.al roadway widths (minimum width of 24 feet) , number of access points (two required; two provided) , and emergency vehicle maneuve;•ability through the circular design of the internal roadway system. The proposed accesses onto SW 72nd Avenue are appropriately located opposite existing intersections with SW Varna Street. and SW Fir Street on the east side of SW 72nd Avenue. In order to bring SW Fir Street up to an acceptable condition to provide access to 'he proposed developw_nt, right-of-way shall be dedicated and the road surface shall be improved as recommended by the Engineering Division and as shown on the site plan. Ten additional feet of right- of-way shall also be dedicated along SW 72nd Avenue. In order to avoid overloading the SW Fir Street intersection, the northern access to the site along SW 72nd Avenue shall be a two-way driveway as proposed. Parking The site plan provides for an appropriate number of parking spaces for• a 100 unit apartment development (150 spaces required at 1.5 spaces per unit; 180 spaces provided) , and covered parking spaces (100 covered spaces required; 104 covered spaces provided) . The site plan proposes three designated handicapped parking spaces. The Community Development Code Section 18.106.020.N.1 requires that parking areas be provided with one designated handicapped parking space for every 50 standard parking spaces. Therefore, one additional designated handicapped parking space must be provided on a revised site plan. It is recommended that this additional space and at least one of the already proposed designated handicapped spaces be located within a garage or carport to better serve the needs of handicapped residents or visitors to the apartment complex. In addition, it is recommended that the hdndicapped parking spaces be scattered throughout the parking area rather than be concentrated as currently proposed. The site plan proposes that 45 uncovered parking spaces, or 25 percent of the total parking paces, be compact spaces. While this is consistent with Code allowances for compact spaces as a percentage of total spaces, we a=t, concerned with both the percentage of uncovered spacce that are co,npact spaces so well as the concentration of compact spacce on the eastern portion of the site. The eastern porti,.)n of the site is logically the area that will provide visitor parking. It is recommended that the applicant reassess both the number r. id location of compact parking spaces. The site plan provides information on parking area lighting along alaleways on the northern and western portions of the site. This 1 proposed lighting, along with landscaping and building locations, are l designed so as to minimize or eliminate the effects of the lights upon adjacent resideneas. Nevertheless, a revised site plan shall be submitted which includes information regarding exterior lighting for a11. portions of the n'_te. NOTICE OF DECISION - SDR89-25/M 89-28/V 89_38 - CitITF.RTON FQt11TIFS p;Age 6 �aor ew � Pedestrian Circulation While the proposed site plan appropriately provides for sidewalk connections between parking areas and proposed dwelling units, sidewalks within the site are not interconnected. Code Section 18.108.050.8 requires that walkways with a minimum of lour feet connect multi-family residential dWelli.ng units with common open space and recreational facilities. In addition, the development's sidewalks should connect with public sidewalks along SW 72nd Avenue and SW Fir Street. The site plan and landscaping plan shall be revised to provide !or an interconnected walkway system providing appropriate pedestrian circulation throughout the site. Landscaping The proposed berms and landscape materials along the site's borders should provide adequate screening and buffering between the proposed development and adjacent single family residences. In addition, the location of the dwelling units away from the northern and western site borders as well as the placement of garages and parking areas further separates the proposed apartments from the neighboring single family residences. The landscaping plan appears to provide an adequate amount and arrangement of landscaping materials to satisfy most Code landscaping related requirements, although the plan will. need to be revised to provide greater details relating the proposed plant list to the plan. Without details on proposed plantings, it: is not p0831ble to determine whether adequate vision clearance will be maintained at the Intersections of the access driveway and SW Fir Street with SW 72nd Avenue. Clear vision must be maintained between three and eight feet above grade at these intersections. Code Section 18.1.00.035.8 requires that street trees with a minimum caliper of 2 inches be provided along public streets with spacing to range between 20 and 40 feet depending on the mature size of the tree. Existing mature oak trees along the site's SW 72nd Avenue border satisfy the City's street tree requirement along that frontage. However, deciduous street trees are proposed at separations ranging between 50 and 80 feet along the site's SW Fir Street frontage. Additionally, the plant list does not list any deciduous trees with a caliper of greater than 1.75 inches. The landscaping plan should be revised accordingly to provide for adequately sized and spaced street trees along the site SW Fir Street frontage. Signe No sign location or sign description has been provided as part of the Site Development Review application. A sign permit must be obtained prior to erecting a sign on the site. Variance - Accessory Building Setbacks Community Development Code Secticn 18.144 allows accessory buildings, such as garages, on residential properties in excess of 2.5 acres to be up to 1000 square feet in size. Accessory buildings between 529 square feet and 1000 square feet in size must satisfy minimum standard building setback requirements applicable to the site. Smaller accessory buildings must sa`lefy a lesser setback standard. NOTICE OF JECISION - SDR89-25/M 89-28/V 89-38 - CRITERION EQUITIES Page 7 The site plan proposes eight garage buildings in excess of 1000 square feet in size. Seven of the garage buildings are proposed to be situated inside of. the 30 foot minimum building setback area required along the site's northern, western, and southwestern edges which abut properties zoned R--3.5. City staff notified the applicant's architects of these conflicts with City standards prior to compiling this report (telephone conversation between Ralph Tahran, Otak Architects, with Jerry Offer on January 31, 1990) . The applicant's architects have agreed to revise the site plan to reduce the size of all garage buildings to no larger than 1000 square feet in order to satisfy the maximum accessory building size 6tandard. Rather than reduce the garages to 528 square feet or less in size in order to take advantage of the l3sser required setback, a variance has been requested to allow the garage buildings of up to 1000 square feet in size to be located less than the 30 foot minimum setback from a lower density residential zone. None of the garages would be closer than 10 feet to the abutting properties. Code Section 18.134.050 provides the following criteria for allowance of a variance to a Code standard: (1) The proposed variance will not be materially detrimental to the purposes of this Code, be in conflict with the policies of the Comprehensive Plan, to any other applicable policies of the Community Development Code, to any other applicable policies and standards, and to other propert�js In the same zoning district or vicinity. (2) There are special circumstances that exist which are peculiar to the lot size or shape, topography or other circumstances over which the applicant has no control, and which are not applicable to other properties in the same zoning district; (3) The use proposed will be the same an permitted under this Code and City standards will be maintained to the greatest extent possible, while permitting some economic use of the land; (4) Existing physical and natural systems, such as but not limited to traffic, drainage, dramatic land forms or parka will not be adversely affected anymore than would occur if the development were Located as specified in the code; and (5) The hardship is not self-imposed and the variance requested is the minimum variance which would alleviate the hardship. In the present situation, the applicant is apparently caught between a Code standard that is intended to apply primarily to residential buildings and barns and the applicant's desire to provide additional screening and separation between the proposed multi-family dwelling unite and adjacent single-family residences through creating a fairly solid wall of garage buildings between the two. Because the proposed garages are relatively low in height (15 feet ac the peak) , and would be well screened by landscaping from views from abutting single-family NOTICE OF DECISION - S111189 -25/M 89-28/V 89-38 - CRITERION EQUITIES Pad- 8 residences, the garages would not present an appearance of bulkiness. The additional. setback applied to sites abutting lower intensity zones is intended to reduce the appearance of bulkiness that may result from taller, larger buildings on the more intense zone. In addition, this greater setback is intended to create a greater separation of noise producing areas of buildings ;i.e. , porches, open windows) between the different zones. The proposed garage locations should aid in reducing noises between the abutting properties by serving as a physical barrier to noise. If the garages are relocated to the inside of the development's internal roadway, the roadway and its noises would be separated from the abutting single-family residences by vegetative buffering materials only. If the garages are further reduced in size in order to s�cisfy the lesser setback standard applicable to smaller acco .asory structures, a greater number and area of breaks between the buildings would result. This would provide greater opportunities for noise to travel between the abutting properties. For these reasons, allowance of the variance would be expected to be a benefit rather than a detriment to adjacent properties and uses. The requested variance would not vary uses allowed on the site or within a required buffer area, but instead would vary a dimensional criteria only. The requested variance would have no apparent effect on any physical or natural systems and would have no apparent of,`.-site impacts except fo: a positive effect on noise migration as described above. The 30 foot building setback the requested variance is intended to avoid is not a hardship that would really affect the proposed development, but instead may be a hardship to adjacent properties that would not be as well buffered and screened from the noise and other possible impacts of the proposed higher intensity residential use. The criteria for a variance to a Code standard are therefore satisfied. The proposed garages of 1.000 square feet or less in size may be located closer than the 30 foot standard side and rear yard setback applicable to this site, but can be no closer than 10 feet from the site's boundaries. Lot Line Adjustment The proposed lot line adjustment between tax lots 3600 and 801 complies with applicable Code standards. Doth resultant parcels would continue to exceed the minimum lot size standards of their respective zones. Tax lot 3600 will continue to exceed the 65 foot average minimum lot width standard of the R-3.5 zone. No minimum average lot width is r.equLred in the R-25 zoning district applied to tax lot 801 and the portion of tax lot 3600 which is to be added to it. No buildings exist on either lot so building setbacks are not affected by the proposed adjustment. C. DECISION The Director's designee approves Site Development Review SDR 89-27, Lot Line Adjustment M 89-28, and Variance V 89-38 subject to the following conditions: NOTICE OF DECISION - SDR89-25/M 89-28,/V 89-38 - CRITERION EQUITIES Page 9 MWLW Lv 1 . A lot line adjustment survey map and legal descriptions shall be submitted to the Engineering Division for final review and approval prior to the applicant recording the adjustment with Washington County. STAFF CONTACT: Jon Feigion, Engineering Division (639- 4171) . BUILDING PERMITS WILL NOT BE ISSUED UNTIL THE CONDITIONS LISTED BELOW ARE SATISFIED OR AN ACCEPTABLE PERFORMANCE ASSURANCE POSTED. 2. A revised site plan shall be provided which provides for the following: (a) an interconnected sidewalk system throughout, the site connecting to public sidewalks along the site's SW 72nd Avenue and SW Fir Street frontages; (b) a minimum of four appropriately sized and located designated handicapped parking spaces; (c) details regarding parking area and site lighting; and (d) reduction of garage building sizes to no larger than 1000 square feet each. STAFF CONTACT: Jerry Offer, Planning Division, (639-43.71) . 3. A revised landscaping plan shall be submitted which provides the following: (a) sufficient details regarding all proposed tree and shr-h types and locations; and (b) street trees along the site's SW Fir Street frontage to be spaced no greater than 40 feet on center. Strflet tree caliper shall be no lees than 2 inches at 4 feet above grade. STAFF CONTACT: Jerry OffP�. 4. A demolition permit shall be obtained prior to demolition or removal of any structures on the site. Existing utility connections, wells, and septic systems shall be properly removed or capped. STAFF CONTACT: Brad Roast, Building Division, (639-4171). 5. Prior to any site clearing or grading, an arborist'e report shall be submitted which outlines methods by which trees to be retained will be protected during and after. construction. Staff recoitunende that the report be prepared after a viuit to the site by the applicant, the arborist, and a rapres;rntati^e of the Planning Division. A tree removal permit shall be obtained prior to any tree removal on the site. Removal permits will not be issued for treca designated for prctection in the approved a=bor.ist's report unless sufficient cause ie verified ty the consulting arborist. Prior to any construction on the site, fencing with a minimum height of 6 feet shall be installed around the drip line of all trees proposed for retention. The fencing shall be inepect�-d and approved by the consulting arborist Frnj the Planning Di•,Fision prior to permit issuance. STAFF CONTACT: Jerry Offer, 6. Two sets of detailed public impi:ovement- plans and profile construction drawings shall be submitted for preliminary review to the Engineering Division. Five sets of approved drawings and one itemized construction cost estimate, all prepared by a professional NOTICE OF DECISION - SDR89-25/M 89-28/V 69-38 - CRITERION EQUITIES Page 10 MIkIVIN engineer, shall be submitted for final review and approval. (Note: These plans are in addition to any drawings requirod by the Building Division and should include sheets relevant to public ir!provements only) . STAFF CONTACT: John Hagman, Engineering Division (639-4171) . 7. Construction of proposed public improvements shall not commence until the Engineering Division has reviewed and apFroved the public improvement plans. The Division will require a. 100% performance assurance or letter of commitment, a developer-engineer agzeement, the payment of a permit fee and a sign installation/streetlight fee. Also, the execution of a street opening permit or construction compliance agreement shall occur prior to, or concurrently with the issuance of approved public improvement. plans. STAFF CONTACT: John Hagman. B. Additional right-of-way shall be dedicated to the Public along the SW 72nd Avenue frontage to increase the right-of-way to 30 feet from the centerline. The description shall be tied to the existing right-of-way centerline. The dedication document shall be on City forms and instructions are available from the Engineering Division. STAFF CONTACT: John Fe.igion. 9. Additional right-of-way shall be dedicated to the public along the SW Fir Street frontage to increase the right-of-way to a sufficient width to accommodate half-street improvements with a 26-foot wide paved width. The description shall be tied to the -xisting rfght- cf-way centerline. The dedication document shall be on City forms. Instructions are available from the Engineering Division. STAFF CONTACT: Jin Feigion. 1.0. Standard half street improvements, including concrete sidewalk, driveway apron, curb, 26-foot wide asphal*ic concrete pavement, storm drainage, streetlights, ;.nd underground utilities shall be instailed along the SW Fir Street frontage. Improvement shall. be designed and constructed to local street standards and shay conform to the alignment approved by the Engineering Division. STAFF CONTACT: Gary Alfson, Engineering Division (635-41'71) . 11. The proposed privately-operated and maintained parking lot and/or roadway plan-profile and cross section details shali be provided as part of the public improvement plans. STAFF CONTACT: Gary Al.f.son. 12. Sanitary sewer and storm drainage details shall be provi.ded ars part of the public improvement plane. Calculations and topographi.c map of the storm drainage basin shall be provided as a suppl-Ment to the public improvement plans. STAFF CONTACT: Greg Berry, Engineering Division (639-4171) . 13. The applicant shall provide for roof and pavement rain drainage to the public stormwater drainage system or by an on-este system NOTICE OF DECISION - SDR89-25/H 89-28/V 89-38 - CRITERION EQUITIES Page 11 designed to Vrevent runoff onto the adjacent property. STAFF CONTACT: Brad Roast. 14. The proposed privately operated and maintained sanitary sewer and storm Jrainage system plan-profile details shall be provided as part of the �nablic improvement plans. STAFF CCN,rACT: Greg Berry. 15. The applicant shall provide -onnection of propased buildings to the public sanitary s?werage system. A connecti3n permit is required to connect to the existing public sanitary sewer system. STAFF CONTACT: Arad Roast. THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO THE ISSUANCE OF AN OCCUPANCY PEi2MIT. 17. All landscaping material Bhall be installed as per the approved revips-I landscaping plan. All public improvements and other Bite improvew..,n`s shall also be completed. Financial assurance of an amount equal to the cost of materials and installation may be pro� id3d ,:'asur? ,1g completion of all improvements within six months of occupancy. STAFF CONTACT: Jerry Offer. 13. A sicn permit shall be obtained prior to the erection of any sign. Sign lora::iur., size, and number of signs will be in accordance with the provisions of Section 18.114 of the Community Development Code. THIS APPROVAL IS VALID IF EXERCISED WITHIN EIGHTEEN MONTHS OF THE FINAL i!UCISION DATED NOTED BELOW. PROCEDURE 1. Notice: Notice was published in the newspaper, posted at City Hall and mailed to: XX The applicant and owners XX Owners of record within the required distance ,:X The affected Neighborhood Planning Organization -XX Affected government agencies 2. Final Decision: THE DECISION SHALI, BE FINAL ON _2/15/90 UNLESS AN APPEAL IS FILED. 3. Appeal: Any party to the decision may appeal this decision in accordance with Section 18.32.290(A) and Section 18.32.370 of the Community Development Cade which provides that a written appeal must be filed with the City Recorder within 10 days after notice is given and sent. Appeal fee schedule and forme are available at Tigard City Hall, 13125 SW Hall Blvd. , Tigard, Oregon. The deadline for filing of an appeal is 3:30 p.m. 2/15/90 NOTICE OF nF.CISION - SDR89-25/M 89-28/V 89-38 - CRITERION EQUITIES Page 12 IW IW w -KANUVER&M UL 4. 2ueetiona_: If you haveestiona 4u , please call City of Tigard Plan,;ing Department, City of Tigard• City Hall, 13125 SW Hall Blvd., Tigard, Oregon. i PREPARE Y: rryl fer, Development — DATE vier Planner APPI'.OVED BY: 41etlh�Lidan, Senior Planner -- ' DA �t br/SDR89-27.jo I � � 1 S.W a VARNS gT. TqPAKWAY Sir --=- �. YIrR N S —ST.— - 3 <n — - N � ST o — T --- > SITE y� S.W. -- TL LIR _] S,yy- SANUBURG F-1 NOTICE OF DECISION - SDR89-25/M 89--28/V 89-38 - CRITERION EQUITIES 1_ Page \ • sIRAMULOW-julw fflw CITY OF TIGARD 13125 SW HALL BLVD. PLUM BIND PERM I'T p. o. BOX 23397 Applicants must hold Oregon Registration to condtx.t a plumbing TIGARD r OR 97223 1"siness ex must be property owner/operator not hit ing outside help_ (5 03) 639-4175 Name of Development - Plumb,nK Permit No. Address — - De-cription PfTICt PM'T. URS 814 /1N 21-610 OU . Job Tax Lot Map.N. J Address - FIXTURES -�v` ----- LIA— Block Suwrvlslo ----- --Sink - - 7.50 7.50 Lavatory Name or name suass / ) - Tub or T jb/Shower Com7.50b -L f.� - --.- -- 7.50 ?�a Brig res! Shower Only - __ ---_____ _ ------ 7.50 Water Closet Owner %StattDishwasher ----.-- � ---- .' - 7.50 - - - r---- -- - 7.50 -- --- Phone Garbage Disposal _ _�C� -_ ---- 7.50 Washing Machine -_ ----- -.-- 7.50 - Name Floor Drain -- _J . _ _------- Water Heater 750 _ _. 7 50 Van tnp rens ne _ Laundry Room Tray ---.- ---- 7.50 Occupant t:itylstate Urinal _--- - -- 7.50 1e Other Fnttures(Spee%ify) --- a-me 7.50 -750 ass 7.50 Contractor C1tY/Stela zip r MISCELLANEOUS -------- 90 00 N o pewee 1st 100' - _--- .`-- 15.00 Server ea.Addit.I0C -- - - 70.tXy __- .Mets Water Service tet t00' -- - (Resdential) - - -- 15.00 Crr irrtpmation Water Servioe ea.Additr -- 1 hereby a�aawledge that l'lave reed this s,platettlon,that nI 30x00- 9r"n is correct.dwt 1 am registered with the Stats lierildet s T}uanA,and also storm a Rain Drain 1 St.100' -- are Come+.Crat all 1!'.00 have a State Plrrrtrbklg Fioerue Curt Css rxxnh ap pare^ Storm a Pr n Drain Addit.100' plumbelg work"be done in son dance with applx able PfOuisi«►s d Ono- -------- - 25.00 ars 417 and 693 and appllca le ood(`and that mobile Home Spsoe Don Revised Stetutcs Clapt ------ no help w81 be enVlioyed unless J"need under ORS 693.4fl exempt from Back Flow Prevaltxsrl _-- e reason bebw). Device or Ano-Pollution Dev+ce 7.50:,rale�eDistralion,please Dar -..— +OMf OWNERS-I hereby oertify Cad I am d-w owner of the!roperty do- Not 7_50 a rite above.d which location 1 propose b make a Pkrrrrt*lg 4'"it"on kx Any Trap a Waste _ t�onytrlddsd for 6#40.bane or rem Connected to a Fixture my own use and thlia property Is not being - 7.50 _ Catch Basin _-- -_.-_. ----- 40,UOPer Hr. ---_- - --- kw.d Exfa1.PkxrtkrW - -_ - Specialty Requested Imps 10.00 Per Hr - - - - -- Attar.d PknnbkW wfthh 15.00 rnln -- ------- -- -- an Exletkq Bldg -- _ -- New Bldg.or OuN.Ad~ - 25.00 non _ - -- --- --- - Date AUTNORtZEO SIGNATURE a111rS111-' f 3Tllly -- - --- --- ]5.00 _ Oeacre wexk new r] addition( ] alte,ation(1 repair[] ty be dN" -residential Ij-------r'on reekientlel( -- Exlstfrl0 use of SUB-TOTAL 7 3S bkA&lpextxoporty --- - ---- 5% SURCHARGE 1 Prppx*nd use Of -5- - -- s PLAN REVIEW t bkiiT10 rx P�"'ty- - - ---- TOTAL W)TW_ Thlo perrro b000m"n)fl and veld fl wont or oonrrucfborn v Rtxrf sb r nu!rxr» Irx rr►enoed wild^110 ct4ya,or M oenetnrllon rn work'M Mlaperrded a p+rkA of 190 Any+M"6nA~wort`to a-Vmpienrad tlt1 ec'W.QONO(T"Nq - ' ()slim Ms11w0 ley i 0 CITY OF TIGA' RD aw PLAN CHECK APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT PLAN CHECK # 13125 S.W.Hall Blvd.P.O.Bn■23397.TKPni Oregon 97221.(507)633-4175 PERMIT �I _ DATE ISSUED _ JOB ADDRESS: 13265 SW 72nd Avenue _ TAX MAP/LUT SUB: _ _ LOT: LAND USE: _— VF '-UA TION: "- SPECIAL NOTES OWNER NAME: Criterion Equities _ __ REISSUE OF. _ ADDRESS: 1800 One Main Place LAST REISSUE: _. 101 SW Main Street FLOOD PLAIN/ Portland, Oregon SENSII"IVE LAND: PHONE: 223-1334 or Mark Rockwell 684-4501 APPROVALS REQUIRED PLANNING: CONTRACTOR Group, Iric NS E-7 mayne Heikala , he Development P� . ENGINEERING: _ ADDRESS: 11818 S .E . ^till Plain Plv . , Suite 2 7 SIRE DEPT ';ancouver , WA 98684 - OTHER: PHONE: l "'061 '51-1E300 _ _ ITEMS REQUIRED BUILDERS BOARD N: 53312 EXP DATE: 1 90 LIST/SUBCONTRACTORS: _ — - IMUS 1AX: ARCH/ENGINEER CALCULATIONS: NAME: OTAK A1?CH I TF.CTS , P.C. TRUSS DETAILS: — ADDRESS: 17355 .tv. Roor,es Ferry Road _ OTHER: Lake Oswec'o , OR 97035 _ PHONE: Fi_ci-, White 635-3618 or Pal p}1 T a r'an — ICOMMENTS: --- - I SUBCONTRACTORS: PLUMB: MECH. _ R AMOUNT AMOUNT PD. BAL. DUL PERMIT # ACCT a DESCRIPTION 1G--432 00 Building Permit Fees I 10-431 00 Plumbing Permit Fees __- - --- - t 10-431 01 Mechanical Permit Fees -- 1 10-230 01 State Building Tax (5X) Building Plumbing Much _ 10-433 00 Plans Check Fee ----- - — �� Building f l Plumbing ` Mech 30-202 00 Sewer Connection — 30-444 00 Sewer Inspection - - - 51-448 00 Strut System Dev Charge (SDC) 52-449 00 Parks System Dev Charge (PUC) -- 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) - 1C1-230 06 Fire ------ ------ - — TOTAL - - --- - --- — REC N APPLI( A SI U E Receivod By: - -- - P,at kr:ur: cn/3587P/18P ITY �� T1RD67Ac>FtisaRc PLAN CHECK APPLICATION r COMMUNITY DEVELOPMENT DEPARTMEENT PLAN CHECK # 3,25 S.w."I Blvd-P.O.Bo.zx97.T4wxL ORgm grM.1503)6394175 PERMIT 0 DATE ISSUED TAX MAP/LOT JOB ADDRESS: 132fr5 SW 72nd Avenue LAND USE: Lf1T. sha: 1 VALUATION: - r SPECIAL NOTES OWNER REISSUE OF: - NnME: C=erion Equities LAST REISSUE: _ — ADDRESS: 1800 One Main Place FLOOD PLAIN/ 101 SW Main Streit SENSITIVE LAND: ort an , Oregon _----- PHONE: 223-1334 or Mark Rockwell 684-4501 - APPROVALSREQIR UED PLANNING_ CO14TR4CTOR Tlie Development Group, Inc . ENGINEERING: - NAME:"—Rayne Heikala , _ SU 1 t OT f IRE DEPT ADDRESS: 1181_1 S.E . 1i11 Plain Blvd • , __--- OTHER: - 71ncouver , WA 98684 --- _ ITEMS RE UIRED PHONE; r Jnr, 1 '54=1899- 5 1 0 LIST/SUBCANTR�CTORS: BUILDERS BOARD #: 5.3312 EXP DATE: BUS TAX: _ CALCULATIONS: -- ARCH/ENGINEER TRUSS DETAILS: NAME: OTAK ARCHITECTS , P .C. OTHER: ---- nDURESS: _ 17355 S.W• Roones Ferry Road Lake Oswego , OR 97035 PHONE P.icl: t�'hite 635 -3618 0- r "a11 - T_ ahl.an - COMMENTS: - MECH: •---- SUBCONTRACTORS: PLUMB: - AMOUNT AMOUNT PD. BAL. DUE i�fRMIT # ACLT # DESCRIPTION —_- 10-432 00 Building Permit Fees 10-431 00 Plumbing Permit Fees - 10-431 01 Mechanical Permit Fees - 10-230 01 State Building Tax (5X) Building _ Plumbing Mech _ 10--433 00 Plans Check Fee --- Building Plumbing _ Mech _ 30-202 00 Gower, Connection ----- - 10-444 00 Sewer Inspection -- — _ 51-448 00 Street System Dev Charge (SDC) - 52-449 00 Park% System Dev Charge (PDC) —-- - --- 31-450 00 Storm Drainage Syst Dev Chr•g (SSUC) -- - - _ 10-230 06 Fire TOTAL - - --- - -� REC APPLI A '=ill' Up[ Date Received : ---- Received By: _-- -- -- cn/3587P;18P '13125 SW.HoU ''1YOF TIFARD alga d.Oregon 97223 PE10fl T >7 1 COMMUNITY DEVELOPMENT DEPARTMENT (503)639-4171 +E ISS'tJFb / / LDl - 0 JOB ADDRESS: / TAx . -5 807 SUB: _ Ior: LAND USE: VALMTION: ? 61-2 r)C�,nJF� SPECIAL NCrTES NAME': /'Y r/ ,�_. �.(dL.-,l -f r2 S.SUE OF: ADDRESS: LAST RFaSSUE: FLOOD PLAIN/ ---- SENSITIVE LAND: YEIONE: APPROVATa RDOUIREQ C�OhII'RAC'POR PLANNING: ENGINEERING. _ ADDS: IZRE DEPT ITEMS RE( URM' BUILDERS HOARD _, .; 1 EXP DA'L'E: 1 LIST/aBCONTR11c ms: _. BUS TAX: -_ ARC]i/ENGINEER CALCULATIONS: ._ NAME: - _ TRUSS DETAILS: ADDRESS: 01TM: —� PHONE: aiI©C)ONIRACPORS: PLIM: - PERMIT I ACCP # DESCRIFT10N AMULINT AMDUIT PD. BAL. DUE` 10-432 00 Building F'es mit Fees — _J 1.0-431 00 Plumbirg Permit Fees __ .. Q 10-431 01 Mechanical Permit Fees _.— A� V 10--230 01 State Building Tax (5$) - -- 0 Building - 9,&5 Plumbing 3,0iJ Mech 10-433 Ota Plans Check Fee Building % Plumbing /.<j,QQ Mech 30-202 00 Sewer Connection 0 30-444 00 Sewer Inspection - 51-448 00 -_treet System Dev Charge (SDC) - 52-449 00 Parks System Dev Charge (PDC) _-- 31-450 00 storm Drainage Syst Dev Chrg (SSDC) _- 10-230 06 Fire p� f TU TAL APPLSCWr SIGNATURE -- Received By: —_-- Detre Received: of13587P.WPF +a Tli msl r _&NWAJ CITY OF TIGARD 13125 SW HALL BLVD. PLUMBING PERMIT 13125 O. BOX 23397 A{>)IkAnts must hold Oregon Registration to conduct a plumbing TIGARD, OR 97223 business or must be Property owner/operator rot hiring outside help_ Name of Devebprnent -- (5 0 3)639-4175 Plumbing Permit o. Address , . / 7 Descri ORS f b421.610 OUAN. PRICE AMT. Jab Tax Lot (/�✓ Map.No. l ;•�+t+rnaa FIXTURES lei Block SubOivlsfon Sink 7.50 ` 50 15-,00 --- acne a rw ne ss Lavatory _ -- Tub or Tub/Showef comb 7.50 —.— Address -— Shower Only 17-�- 7.50 7-SI) Water Closet v L� 7.50 1, 01 Ovener (;Ry/State zip — - Dishwasher 7.50 --- Phone Garbage Disposal - - 7.50 - --- _ Washing Machine - 7.50 Name - f'C r/ Floor Drain 7.50 Jr.&,-g7,7jess Phone Water Heatnr - 7.50 - -- Laundry Room Tray -- -_ 7.50 Occupant City/State LP Urinal _- 7.50._ - 14ime / f Other Fixtures(Specify) 4t� 7.50 I L1i >/ C L l _ - -._ ,_ 7.50 Maiwv Address Phone 750 ---.._ -_._- ------- 7.50 Contractor City/,hats �P MISCELLANEOUS ('dy tlu Taa tJo r t M100— -300 - - -_ -- f _- State s.Board 15.00 o .tale PGxeior�Ilu .T10 Sewer•ea.Addit 100'--- (Residential) Water SerAce t st 100'__ - - Che inkrmation Water Service ea.Addit2Wr _ 1500 I twrnby arAnowledge that 1 have read this epplir-atlon.that - g en is oared.that 1 am reoslwed with the State Buil(Ws Board.and also Stam 6 Rain Drain t St.100'-- _ 30,00 _ have a State Pkrnbks0 license that the rxerthb ees Owen sm carred,that an15.00 - plumbing work will be none ii accordance with applicable prrnisk-;0101`0 Storm&P:in Drain Addit.100'_- _ - gon Revised Statutes Chapters 447 and fin and spplkabfe codes anJ that Mobile Home Spatz - - - 25.00 no help wig be errhpkyyed utile"licensed undar ORS 683 (11 exempt bort+ Stater strstkin. reason beow). Bark Flow Prevention des 8e 4� lDevice or Mb-Pollution Device 730 Ifs IkWFOWNERS--1 hereby r»rhly Cul I am the owner of the property do- - ><rdhed at»ve.at*Meth locatbn 1 propose to mala+a pltinbkh0 khet411188 n fa Arry T rap or Waste Not my own it"and this property Is not bokq oaistrh 16d Va sate.baa+a"""d ConneCW b a Fixhxe- 1.50 Catch Basin 7.50 kap.of ExW.Pkrnbin0 40.00 Per Hr. - - - - — -- _ Specially Requested InspsdJons 10.00 Per Hr. AAA.of PMKnbksO wades — _- an[:xfOV Bldg 15.00ttWh. AUTHORV�D SIGNATURE --- - Dale Naw Bldg.or Bulli.Ad~ -- - 26.1X)min pagi Ika371 a famil 049acnbe work new ndtlitton alMrntion( ] repalt[) d JPlllft3 15.100 T tq be done fosMentinl Fon-resklential - I xtsbng use v. txngtyrp;alwrty -_— -- SUB-TOTAL. OWL -- I 5! SURCHARGE ,JV) - txkdhsporp"ty -- -_ . 25% PLAN REVIEW /r.00 NOT Oct ----- - -- TOTAL-I F,00 Y thea pwma bown-ae null and wild M work(w uonstruotlon arrthortted Is not com rrww)od within Igo d"jm M onnQnwsbn or wont is atlpeivw Or ebwxkwmd for a fwrkxl CA 160 days a!r`Y&na atfta.%W"*la oorrrnerxhad ItJ•'[CfAL C0011017KN13 _-- -- OAtA $blue! tty � ■ Iw � CITY OF TIGARD MECHANICAL PERMIT Receipt# 3125 SW HALL BLVD. Permit# '. O. BOX 23397 Description 'I GARD, OR 97223 Table 3A Mechanical Code CITY PRICE AMT '503)639-4175 1) Permit Fee -0- -0- 10.00 Naineo1 r'" fT°`x 2) Supplemental Permit 3.00 Job Address II Furnace to 100,000 BTU 6.00 Address incl ducts&vents Tax Lot map No —-- ) Furnace 100,000 BTU + 7'50 Let Mock subdMWA)n 2 incl.ducts&vents Name(or name of business) 3) Floor Furnace 6.00 incl.vent Maktg Address Phone -�- )4 Suspended heater,wall heater 600 Owner or floor mounted heater_ cityl%te LP 5) Vent not incl.in 300 _appliance permit - Name(or name of nose) 6) Ropair of heating,ref rig., fi 00 - _ cooling,absorption unit ;wn,ge&1 7 Boiler or comp to 3 HP 8 Occupant .00 ?? ) absorp.unit to 100,000 BTU City/State Zip 8) Boiler or comp to 3 HP-15 HP 11.00 absorp.unit to 500,000 BTU '- Name 9 Boiler or comp 15-30 HP 1500 ) absorp.unit 112-1 million Mailing Address 1, Pitons - 10) Boiler or comp to 30-50 HP 22.50 absorp.unit 1 -1.75 million Contractor City/State — zip 11) Boiler or comp to 50 HP 31.50 absorp.unit 1,750,000 BTU _ Slate Registration No - Y City Bus.Tar No 12) Air handling unit to 4.50 10,000 CFM I hereby acknowledge that I have read this applrcatron that the information given is 1'j Air handling unit 1 p,000 CFM + 7.50 awrecl.that I am the owner or authorized agent of the owner,that plans submitted Pre in — — — cornptiance with State laws,Ihat I am registered with the state BuildersBoard,that the 14) Non portable 4.50 number given m cored (If exempt from Slate registration please give reason below) evaporate Cooler Vent fan connected — i� MM - - 15 to a single duct L- 3.00 ------ -- - 16 - ) Ventilation system not included in appliance pefmit 4.50 171 Hood served by 4.50 mechanical exhaust Signature(owner or agent) Date 18) Domestic type 7.50 Describe work ,K' addition f 1 alteration f 1 repair I I incinerator 1u be done_ residential I I non-residential - 19) Commercial or industrial 30.00 Existing use of type incinei-ator - - building or properly 20) Other i.e,woodstove,water f 4.50 7,00 Proposed use of heater,solar,clothes dryers,etc. building or property __ 21) Gas piping one to four outlets 2.00 Type of fuel--- oil ( I natural gas I 1 LPG I I electric - --- 22) More than 4-pe,outlet NOTICE --- ___—_.__� SUB-TOTAL THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON- - --- STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 5X SURCHARGE /•,ZS DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR — PLAN REVIEW 25%OF SUB-TOTAL ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER TOTAL ,Z.SO WOriK IS COMMENCED. Special Conditions ---_- -- -- -- ------- -----._... Date Issued by---- ------ owl IF1 a >e CITYOFTIIFARD / COMMl1NITY DEVELOPMENT DEPARTMENT PLAN PLAN CHECK APPLICATION ursS.w.H411Blvd-P.O.Sax 2=7,T PLAN CHECK y �.�aa�«,erm,(sw)w9-nes PERMIT # crC-t J�s ( DATE ISSUED JOB ADDRESS: 4 °SW 72nd Avenue TAX MAP/LOT ::UB: LOT: LAND USE: VALUATION: OWNER SPECIAL NOTES NAME: Criterion Equities REISSUE OF: ADDRESS: 1800 One Main Place _ LAST REISSUE: 101 SW Main Street FLOOD PLAIN/ _ Portland , Oregon SENSITIVE LAND: PHONE: 323-1334 or Mark Rockwell 684-4501 APPROVALS REQUIRED CONTRACTOR PLANNING: NAME: Wayne Heik-la , The Development Group, inc . ENGINEERING: ADDRESS: 11818 S.E. Mill Plain RTvd . , Suite LIRE DEPT _ Vancouver , WA-98684 OTHER: PHONE: - ( 206 ) ?-,4- 1 FJQ_ � ITEMS REQUIRED BUILDERS BOARD #: 53312 - EXP DATE: 571/90 - LIST/SUBCONTRACTORS: BUS TAX: ARCH/I.NGINEER CALCULATIONS: NAME: OTAK ARCHITECTS , P.C. TRUST; DETAILS: ADDRESS: 17355 S.W. Doones Ferry Road OTHER: Lake Oswego, OR. 97035 ---- fTAONE: Ricl l•'r,; to 635-3618 or Ralph Tahran COMMENTS: St�BCONTRACTORS: PLUMB: MECH: PERMIT y ACCT y DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE _ 10-432 00 Building Permit Fees 10-431 00 Plumbing Permit Fees - "- ''S 3 10-431 01 Mechanical Permit Fees �- 10-230 01 State Building Tax (5X) - Building -- Plumbinc, Mer-h 10-433 OO Plans Check Building — -- Plumbing Mech 30-202 00 Sewer Con-iection 30-444 00 Sewer Inspectiv,i --- 51-448 00 Street Syster, Dev Charge (SDC) "- 52--449 00 Parks Systtm Dev Charge (PDC) 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) 10-230 06 Fi r,r ---- ------ TOTAL — _ D 2 APL2;IC U L , Received By: Date Received : cn/3587P/18P - - - CITY OF TIGARD MECHANICAL PERMIT Receipt# _ 13125 SW HALL BLVD. Permit # P. O. BOX 23397 —.--- —_ Description TIGARD, OR 97223 Table 3A Mechanical Code—` CITY PRICE AMT (503)639-4175 1) Permit Fee _ -0- -0- 10.00 of m Developent - T.... —. 2) Supplemental Permit 3.00 Job Adores -"---- - - -- -- I 11 Furnace to 100,00 .l 0 BTU 6 JO Address incl.ducts i4 vents Tax I o ---- M:q,No -- - Furnace 100,000 BTU 1- - - 2 7.50 Lot nAxk ;utxLv¢K,n incl.ducts 8 vents _ Name(or name of business) 3) Floor Furnace incl.vent 6.00 OwnerMaili g Address Phone 4 Suspended heater,wall heater or floor mounted heater 6.00 City/Slato _ Zip Vent not incl.in 5) appliance permit 3.00 Name(or name of business) Repair of heating,refr ig., 6) cooling,absorption unit 6.00 Mailing Address - Phone ----- Boiler or comp to 3 HP Occupant 7) absorp.unit to 100,000 BTU 6.00 c,y/StaI __7 I p - - --- Boiler or comp to 3 HP-15 HP - L) absorp.unit to 500,000 BTU 11.00 Name 9) Boiterorcomp 15-30 HP _ _ - absorp,unit 1/2-1 million 15.00 Mailing Address PhoneBoiler or comp to 30-50 HP 10) absorp.unit 1 -1.75 million 22.50 t.ol III et.tt,r - Boiler or comp to 50 HP City/State Zip 11) absorp.unit 1,750,000 BTU 31.50 Ff�at- Aegistration No. City Bus.Tax No. 12 Air handling unit to 10,000 CFM 4.50 I hereby acknowledge that I have read this application that the information given is 13) Air handling unit correct,that I am the owner or authorized agent of the owner•that plans submitted are in 10,000 CFM + 7'r�� cmplianoe with State laws,that I am registered with the State Builders'Board,that the Non portable number given is correct.(II exempt from Stater istration ease give reason Wow), � � g I 14) evaporate cooler 4.,,0 -- --- _ _ Vent fan connected z 1' to a single duct r.. 3.00 --- — — Ventilation system not 1 b) included in appliance permit 4.50 Hood served by 17) mechanical exhaust 4.50 Signature(owner or agent) - ---- date Domestic type -- --^ Describe work ❑ addition ❑ alteration [, repair [I18) incinerator 7.50 to be done residential ❑ non-residential ❑ Commercial or industrial Existing use of - t 9) type incinerator 30.00 building or properly_- _ Other i.e.,woodstove,water Proposed use of 20) heater,solar,clothes dryers,etc. 4.50 r� building or property_ --� 21) Gas piping one to four outlets 2.00 Type of fuel- oil U natural gas ❑ l_PG i_] electric ❑ -- 22) More than 4-per outlet NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CON- SUB-TOTAL STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 5%SURCHARGE DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR PLAN REVIEW 25%OF SUB-TOTAL ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER ' WORK IS COMMENCED. TOTAL Special Conditions Date issued by r IM! m IM- IM-Alm CRITERION APARTMENTS/HAMPTON RIDGE Site Address -- 13300 SW 72nd Ave Building :.ddress Bldg Permit # Sewer # 11 13309 MST90-0211 SWR9O-0225 #2 13317 MST90-0212 SWR9O-0226 #3 13325 MST90-0213 SWR9O-0227 #4 13341 MST90-0214 SWR90-0228 #5 13367 MST90-0215 SWR9O-0229 #6 13397 MST90-0216 SWR90-0230 #7 13383 MST90-0217 SWR90-0231 #8 13375 MST90-02113 SWR90-0232 #4 13359 MST90-0219 SWR90-0'233 #10 13333 MST90-0220 SWR90-0234 Site 13300 SIT90-0013 Garages 13300 BUP90-•0185 Carports 13300 BUP90-0186 ME 4111ka XNAA MR I - =--- - I PRE-JOS CONFK"NCE CHECK LIST I. Introductions II. Purpose of meeting: o To discuss plan review o To clarify inspection process - 24 hour rec-o-phone number. 639-4175 - Fax Inspection requests, Forms. 684-7297 - Phone number for inspectors, plan reviewers. 639•4171 - Inspection requests must be in by 8 am for same day inspections. - Where Fire department is involved, 24 hour is needed for inspections. o Framing o Firewalls o Fire protection systems o Finals - Inspection requests need full information: type of inspection, date requested, time requested (am or pm), full address, full permit number, tenant name.Where there is more than one building on a project, the exact information for each building must be given. o Approved set of plans to be on site. o Keeping streets clear of dirt and debris (Any dirt or debris must be shovel cleaned immediately) . o Duet control, to be provided as needed. o No storage of materials on city streets. Keep junk piles away from view of streets. o Ordini--e of start and stop times of ..onstruction (not before 7 am, not after 9 pm) . o Erosion Control, to be in place prior to the start of any construction work, to be in place at all. times until the landscaping is complete. All entrances and exits shall be provided with a gravel driveway. Vehicles are required to clean tires prior to 1Naving site. o Special Inspection, as specified on plans. o Handicap Access, new regulations for parking stalls, signs, New Fair Housing Act. o In order to obtain occupancy permits for the building(s), all of the landscaping, paving and lot stripping must be completed. Should it riot be- possible epossible to complete those, a performance assurance can be posted (i.e, a bond, cash deposit, letter cf guarantee from a bank) . I MR LMKMLMM 2. I i , 833 �s�7a mol 90 _ 33'3 3v00 ,,Soo i i i I i �3 -, 40i 3,�3 M +� +■r ■el u� w i I I - EDGE: OF TRUSSES ABOVE ----ONE HOUR PROTECTION REQUIRED UNDER TRUSSES ABOVE -----{ 2' Sa'r•RE STL. TUBING TOP RAIL STL. PICKETS AT 6' O.C. GI / 2' SQUARE STL, TUBING BOTTOM RAIL C�+ I I,'2' CONCRETE TOPPING ON BUILDING PAPER ON 5/8' PLYWOOD SHT'G - SLOP TO DRAIN 1/4' : 11' FROM BUILDING FACE Z r TO EDGE OF DECK 22 GA. METAL ANGLE AT DECK EDGE 2 X 12 RIM JOIST AT CANTILEVER ---2 X 10 JOISTS AT 16' O.G. - NOTE THAT U.L LISTING REQUIRES 1 X 10 WOOD JOISTS THE 1 X 8 JOISTS SPECIFIED ON THE DECK AREAb ON SHEET A-10 ARE NO LONGER VALID �- 6 X 12 BEAM - NOTE THAT THIS 15 A CH AS WELL FROM THE BEAM SIZE ON 6HEET 6 X 12 BEAM IS SIZED FOR HEAVY TIMBE THEREFORE NO FURTHER PROTECTION OF BEAM IS REQUIRED. - -- ---------- 3/8' R/S PLYWOOD SOFFITING APPL IED O I/2' GYP. SHT'G WITH I X 2 CEDAR TRIM AT 24' O.C. BOTH WAYS TO COVER ALL F'L'Y SEAMS 9 DECK DETAIL SCALE: 1' • I'-0' _. _,... ..__._._.......... ... — __—. .._.._,� ... w.........,.... ..a .....,........_.._ ____ _ — All% i I I -- EDGE OF TRUSSES .45OVE N ROTECTION 'IN,O ER t� vE — 2' SQUARE STL. TUBING TOP RAIL V STL. PICKETS AT 6' O.G. Em, 2' SQUARE STL. TUBING BOTTOM RAIL E r., I I/2' CONCRETE TOPPING ON BUILDING 'r ;R PAPER ON 5/8' PLYWOOD SHT'G - SLOPED N TO DRAIN 1/4' ; 12' FROM BUILDING FACE 7- TO EDGE OF DECK - �— 22 GA. METAL ANGLE Al DECK EDGE 2 X 12 RIM JOIST AT CANTILEVER —2 X 10 JOISTS AT 16' O.C. - NOTE THAT ''.L. LISTING REQUIRES 2 X 10 WOOD JOISTS AND THE 2 X 8 JOISTS SPECIFIED ON THE DECK AREAS ON SHEET A-10 ARE NO LONGER VALID I X 12 PEAM - NOTE THAT THIS IS A CHANGE a r C AS WELL FROM THE 15EAI-1 SIZE ON SHEET A-10. 17isssr & X 12 BEAM IS SIZED FOR HEAVY TIM3ER Lake()I* THEREFORE NO FURTHER PROTECTION OF THE BEAM IS REQUIRED. 101 E e11, Vancouw --_--__-_--_---------___---__.___---- 3/8' RD'S PLYWOOD SOFFITING APPLIED OVER 25Con!rt 1/2' GYP. SHT'G WITH I X 2 CEDAR TRIM AT KlrrialM 2,4' O.C. BOTH WAYS TO COVER ALL PLYWOOD SEAMS K DETAII, ShNt N ~ CAD REF. •R-6 INTERIOR SIMILAR TO, 1 55 LOAD BEARING Wf' 3510 NR TO GYPSUM ASSO DOUBLE WALL DESIGN MANUAL IATION 59 45.5EM5LY TWELFTH EDITION SIMI TO: WPS. I CAD REF. • R-1 INTf"RICIR NONE NONE LOAD BEARING WALL ,ASSEMBLY CAD REF. •N-1 I EXTERIOR NONE NONE LOAD BEARING WALL ASSEMBLY CAD REF. •N-8 9 INTERIOR NONE NONE CEILING ASSEMBLY CAD REF. 'IN-3 Ex.T NONE 10 BALCON7` FLOOR ASSEMBLY CAO REF • I EXTERIOR U.L. DESIGN I DECK FLOOR NO. L522 NR CEILING UL. FIRE RESISTANCE ASSEMBLY DIRECTORY M89 EDITION CAG REF. 0 R-10 GYPSUM WALLBOARD • FLOOR ASSEMBLY OMITTED PER FOOTNOTE • 15 TABLE 43-C 1988 U.5-C. ONE LAYER 5/8' TYPE 'X' GYPSUM WALL- GYPSUM WALL BOARD BOARD OR VENEER BASE APPLIED WOOD STUDS PARALLEL WITH OR AT RIGHT ANGLES TO R EACH SIDE OF 1 X 4 WOOD STUDS SPACED 24' O.C. WITH rod COATED NAILS 1 1/8' _ LONG, 0-0915' SHANK, 1/4' HEADS, 1' O.G. _AR WALL50ARD NAILED TO TOP AND BOTTOM ` - PLATES At 1' O.G. STAGGER JOINTS 24' )I0 \ I' SEPERATION OC. EACH SIDE \ GLA£,S FIBER INSULATION �--- GYPSUM WALL. BOARD GYPSUM WALL BOARD j/2' GYPSUM WALLBOARD OR VENEER BASE APPLIED FRALLEL WITH OR. AT --�WOOD STUD - RIG-1T ANGLES TO EACH SIDE OF WOO STUDS SPACED I6' O.C. WITH 6d COOLER OR PARKER NAILS l' O.C. GYPSUM W, . , BOAR EXTERIOR SIDING FINISH 0141/2' APA 32/16 EXTFRIOR SIDING (5) PLY WOOD SHEATING APPLIED WOOD SHEATING PAR,4LLEL WITH WOOD STUDS AT 16' O.C. WOOD STUD 5EE STRUCTURAL NOTES AOR NAIL SIZE AND J SPACING IN WOOD SHT'G I COMPOSITION ROOFING COMPOSITION SHINGLES ON FELT BASE / WOOD SHT'G ON 1/2' APA 24/0 (5) PLY WOOD SHT'G WOOD TRU55ES_ APPLIED AT RIGHT ANGLES TO WOOD -- TRUSSES BELOW AT 24' O.C. - SEE STRUCTURAL NOTES FOR NAIL SIZE AND I I I1 SPACING IN WOOD SHT'G 1 INTERIOR FACE LAYER 5/8' GYPSUM I 1 i WALLBOARD OR VENEER BASE APPLIED 1 j 1 AT RIGHT ANGLES TO WOOD TRU55E5 AT 11 24' O.C. WITH 1 1/4' TYPE S DRYWALL —�-_ -_ SCREWS 12' O.C. �- - FACE LAYER GYPSUM WALLBOARD I --WOOD DECKING 2 X, D O 2 X 8 JOISTS AT IE J.G. WITH (2) I&d GALV.FINISH HEAD NAILS THROUGH f\ DECK INTO JOIST BFLOW - `-WOOD JOISTS CONCRETE TOPPING I' MIN. CONCRETE TOPPING FMI5W FLOOR MIXTURE- !0-13 GAL. OF WATER TO 110 LBS —PLYWOOD SHT'G OF FLOOR TOPPING MIXTURE TO 595 LBS nj -� WOOD JOISTS- OF SAND. POUR ON COMMERCIAL ROSIN- SIZED 0010 IN. THICK BUILDING F'APER ON -- 15/32' MIN. C••D EXPOSURE I PLYWOOD DECKING ON 1 X 10 WOOD J015TS AT 16' O.G. 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