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13975 SW PACIFIC HIGHWAY-2 M DON LOVELL yIGARU i�ESIGh' kEVIEW January i l , 19 7 a REAL ESTATE Tigard City Ha1L 8120 S.E. STARK 12420 S .W . Main Street - Tigard , Oregon PORTLAND, OREGON 97208 (503) 255-4685 Site Design Review 54-73 Garden Park Place Applicant : T,2d Millar (Oak Hill Investments ) Request : Site design and architectural review of a commercial office development . Site Location : Southwest Pacific Highway (wash . Co . Tax Ma-, 2S1 3DD, Tax Lot Site Cesignation : The site is currently zoned C:-3 Plann%gid Development (Phase II Development) . Site Description : The proposed commercial office site was graded when Phase I of this Planncd Dvelopment was initiated (Ref . Elmer ' s Pancake Restaurant) . The site is bordered by Pacific Highway to the east , �lm��r ' s Pancake Restaurant to the so,ith ,, a duplex subdivision to the west and a used car lot to the north . The site contains no significant vegetation . Proposed Use : That applicant is proposing to build a 5 ,683 square foot office building and a 72 square foot photo kiosk . The photo kiosk is to be located in thr parking atea oil the site . Previous- Action : i(, Change ZC 27-77 - On Jure 13 , 1978 the Tigard Planning Comet ission approved Pi-ease II of a "Res.idential/Commerc.: al " planned development (4 . 24 acre: a t the nte):section of S .W. Pacific Highway and S .W. Gaa.rd e) subject tc the following conditions (see attached) : 1 . That prior to submission for Design Review a complete storm water detention plan , covering Phase I & II be submitted for both Oregon State Highway Division and Public Works Department approvals . 2 . That a minimum 40 foot radius curb be provided at the corr_er (north side ) of Gaarde and Pacific Highway as specified by he State High- way Department . 3 . That ten feet of right-of-way be dedicated along the S .W. Gaarde Street frontage and that a half: street improvement be made to collector street standards as specified. in the NPO 43 Plan . 4 . That the necessary right--of-way , as specified by the State Highway Department , be provided along the Pacific Highway frontage ar: -' that margin improvement be made including eight (8) foot sidewalks and curbs . 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Kodak' _.._.... ...,...v r-- �., _ . -,... . �.• ..,.-.-_ ._._.._ _ .. .._._ .�.. ..i•- - . � TIGARD ✓ESIGN REVIEW January 11 , 1979 SDR 54-78 Page 2 5 . That proposed building lo-ations , landscaping , p -rking rPr;•_irements and pedestrian/vehicle access be subject to design review. �� . That a 30 foot wide access drive be provided for Tax Lots 800 and the eastern portion of 801 and that the developer agree to provide joint access with Tax Lot 90n) at such time as that lot is developed . Land- scaping would be placed within the area on Tax Lots 800 and 801 where the access width is to occur_ ; in order to assure future joint access . A joint access agreement shall. be recorded with deeds of Tax Lots 800 and the easternmost portion of 801 , 7 . Joint access agreement shall be recorded with the deed of Tax Lot 800 (Tax Map 2S1 10A) for future joint access driveway with (Tax Lot 900 , Tax Map 2S1 10A) onto Gaarde Street at such time as that lot is developed . Require. +. Parking : 5 ,683 square feet (gross floor area of commercial office building ) g Code requirements 350 square feet/l parking space 5 ,683 sq. ft . / ( 350 sq . ft . /l parking space) = 16 . 23C= 17 required parking spaces Site Plan Review : The proposed plans show sufficient parking facilities for the commercial, offices while allowing adequate traffic circulation . The proposed location of. Photo kiosk in tale parking area should not significant) affect the sits-: traffic circulation . y parking or on- The benefits of the proposed staggered building style are two fold . First , the tenants will have a greater sense of individual offices , and secondly , the buildin will. have greater visual appeal which is most beneficial for Pacific Highway , g The exterior of the building will utilize 1" x 8 " cedar siding with an earth tone stain . Staff Findings : The proposed site satisfies the zoning requirements , but there are still several areas of concern . The submitted plans fail to show any fire hydrants (to be located within 250 feet of the furthest portion of the building ) . Tne planter located west/southwest of the southwest corner of the office building needs to be modified because it presently juts into the main .access drive . A signing program for the tenants shall be initiated and submitted to the Planning Department for design review. Staff Action The project submitted is a;,proved suDj ct to the conditions established in ZC 27-77 and thf' fol lc - Lng site d(-siyn review conditions : i i 1 . A fire hydra,- is to be located on the site within. 250 feet of thf-� furthest Fox I...Jrl of the building . 44 . ' � � r 1 � � ! � I � � I I -1 � � � I � � � I ' ! 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I,'c-� �.," ,tea_ •(t J GENERAL NOTES / a , 1 1 i _ !� 1' c GENERAL f Ci ly x �4'-c�1 K -i I 1� These noces are general in nature and are intended 6 set niiniLpum standards ftr i403 -P F'• i - �•GoMP�cT�V cnRAN;. Arz �� construction. The drawings shall govern over the general notes"'to the extend 17,_C, 1 - - �9 , ,' FILL Tv FiRnn molt. II L� iY ' V ,� 4' �` 0 4 N shown. / ( t; The Contractor shall verify all dimensions and conditions on different drawings i3 T`'P�GA�. and in the field and notify the design agency of any discrepancies before ,pro- .a�TlrJv- we IrAi�IVscA.nE .� r----- Z "p t ceedi ng. \ ' gc• _,9 �:9* I.AFL,IN6" ( A I1� V \ �J Inspection and/or jo�r supervision is not provided by this design agency unless' 'n '� J p STREET IDESS NUMBER QH W specifically provided by other contract. /V1 '� Idin midst be Com Ie" POST O 4 4. Contractor to provide all necessary temporary support for walls and floors prior ` ` _, 3 according to city codes and JOB SITE PRIOR TO FIRST CALLED a to completion of vertical and lateral load systems. �� i Final inspection made �arore• � � t� l� �;--�~ d 1 _ � • As r- L-T rr,�.�I �em - eau ncy. INSPECTION SO THAT IT IS READABLE =� .�I y �._ � F G U R� CODES AND STANDARDS Q 1''iTY 4- 711GARDFROM CURB II . All work shall be in strict compliance with the following codes IMatest edition) : �-i-4 V .... O N 8 q O<o c o w �•+� ' a. State and local codes (verify with local bui-tiling official ) . N 4.22' APPROVED FOR CONSTRUCTION EXTr.UI%SU Gvt-:G Gure-d, I b. Uniform Building Code. --� 'I C. C . ACI , AI SC and NDS. n� CITY OF TIGARD r 4 � - M ESTI 3Iq - _ FOUNDATIONS (Design soil pressure 1500 psf plus 20 increase for each foot of wic'th pkv' T PERP�IIT L5 SITE ADDRESS -� to over 12" but not to exceed 2500 psf. ) _-� EC I I D N - I I • `' II �Z' tI r t TITLE _.._.. - DATE I II U.O � 1 8 Sca� oo w ° � L I ��. 8Y � .. , 1 . All footings to bear on firm, undisturbed soil and 1 -6 below final grade. ,`u f`'A.7E • L.' W Q. Notify design agency before proceeding if any unusual conditions are encountered in the footing excavations . p i'ili''ii I I1 1� I � I �'' • n Lou I r. Do not excavate closer than a 2:1 slope below footings . GENERA[ CONTRACTORS & SUB-CONTRAC- VALIDITY OF TWS PEWIT I •� ,, }--- 0 V I� v ' IS CQYT'I�''EMT 0% ;:"i'n7v:11 OF - .�'� --j W 3. Clean all footing excavations of loose material by hand. TORS MUST IIAUE CITY QCSINESS LICENSE COMTRUCIioN A5 REQUIRED �•`, -, _ ^_ W W V) AND ALL. NECESSARY CITY PERMITS PRION oas aTe.iss Z w CONCRETE NECESSARY 1 . Minimum concrete compressive strength to be 2500 psi at 28 days . Minimum cement T n [� content to be 5 sacks per yard. Maximum slump 4" except exposed concrete columns TO 1'���OR�INC SERVICES, , ��' FX rt�.UDE � `C l.- RFU "� < � � Z slump ump not to exceed 3'' . � �`+> sPlace and cure all concrete per ACI codes and standards. 2. All joist or beams framing into (not. bearing on) beams, headers, or girders shall iI/2 : I . p II W .< i� Z u p be supported with U type Simpson or equal joist or beans handers . All post � (� J ?. Provide keyed control ,joints in all slabs on grade at 25' o.c. each way maximum. beam and post footing connections to be made with Simpson post cap and post base. Provide heavy (3/4" ) tooled joints at 5'-0" o.c. and 1/2" premolded expansion joints , at 30' o.c. in all exterior walks and slabs . 3. Block solid between joist and rafters at hearing walls . Crossbridge at B -0 L1- maximum o.c. at 2 x 12. { I V ' ��' fc I� Y I '�" REINFORCING STEEL ---- ~ 4. All plywood to be standard grade with exterior glue. Minimum plywood nailirg 8d ., p T E 1 . All reinforcingsteel to be A-615 grade 40. Welded wire mesh to be A 5 com. at 6" o.c. at edge and 12" o.c. intermediate bearings. Install roof and N0. N W I `� '2 �A `� -I°1 9 L. Place all reinforcing per ACI codes and standards . floor sheathing with face grain perpendicular to supports. Stagger joints . Ply- wood I . D. index for floors and roof - 32/16. See nailing schedule. � I Y (�C' 3. Lap all continuous bars 30 diameters minimum. 4 e erior sue `3'' 5. Glue-Lam Beams : Douglas Fir/Larch unless other noted. F 2 00, xt g F0JI`1�A'� 10tJ ('LAhJ� 000E Fr%AMiNd:: "'� WOOD camber 1 1/2 x DL unless shown otherwise on plans, AITC certification. I I . All lumber species and grades to be as follows; STRUCTURAL STEEL i � C A `, E ' �s � � � ��! F`'ddr'` � '.�►•' to a , Joists, beams and stringers Douglas Fir No , 2 1 . All miscellaneous steel to be A-36, fabricated in accordance with AISC. q, I•iOOP pI,AN ©c'�OI? � WINC7Qw '�G�ISCuuL 6" nom. beams and stringers Douglas Fir No. l ' �• b. Bucks, blocking, bridging and mise . Douglas Fir or Hem Fir No. 3 2• All bolts to be A-3U7. - C. Studs Douglas Fir or Hem Fir "Studs" 3 All welding to be with E60XX or E70XX electrodes in accordance with AWS. I SITE I N F0 R M 611 d. Sills, sleepers, plates & na-iling - � '' - _ .o° �A rEQ�I EDC i 350 st=. I? �'-E`• - --'--` � ��• / MASONRY I -a1 TE AKF-k, 31 . 33 c - c. RKitJG R = 5 blocks embedded in concrete Pressure treated Douglas Fir f Posts Douglas Fir No. 1 1 . All concrete masonry units to be ASTM C-90-70, grade N-1 lightweight expanded ,��;Z�,4 (0, 021 `✓.C, f. Decki ng 2" T b G Hemlock, Sel ec : Grade. For shale units. l i near shrinkage less than .035. M.C. l ess than 30' total absorbancy. li °, 'i f�E ZG11-�E :S 1(J - OF span over 5'-6" Two 'span continuous. 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Z! 1310190 IIIIIIIIIIIIIII uIIILIIJ�IIuIUn�u:111ulIUIIIIt11III1111111II1111111111NJ�lIl1IIIIIIIly�t911IIIIlIIIII�IIUIIIIIIII!II1111IIIIIIIIIIIIIIIIIIIIII11t11111IN1MNIliItllllllllllll111111iIIlIIIIIIIUIIIIII�IIIIIIIII�IJlllll1111111131111111W111,�1111111111111�1111;♦1111111111,lllIIILI�III1IIWlll11 ���Ii�r�filnl �c:Lvf�:e Gi,nlNllny JUNE 19, 1990 ,. ,i _ _ ` -rr •,�,r,... _ Kodak f n i 00 yVon ELECTRICALR FINISH poll LE111111� Kodak FLQOR WALLS CEILING �' lei MATERIAL— AAs MATERIAL F __._ 1�.•,' �"� I�WB�I MATHl41AL FINISH v) + N 4 ' W J VS 1►1 Q N T)nOA ( Q .J . ►' > Q ) uw it In w Q -J L U d �- COMMENTS �e------� NEW'RFLOCATF0 RECESSED OR SURFACE MnUNTEU F LUO�f T O 0 U 4- :> uJ .4 ` O 2 IE 1w- �, Nt?. .0 4- x r� LIGHT F I X T U R E ROOM NAP46 -� ar: $ > �' `" > z t1 w w r= _ ►" 1' oil `� T++---'--+''--�-+�+ & O A Q Ix U p -J 6 2 2 Z) D O CE tmeN'TS 1�" +l ID Z w U }4 I A F �' Q J 1 & O 4 r- a I EXISTING FLUORESCENT LIGHT FiXT RE TO HEMAIN Q J I 9 J .j C 4 +a Ch ti Ir 4J 16" o. K �`' EXISTING FLUCRESCENr EIGHT FIXTURE TO RF RLMgVE0 } J LL _j J r c bw IN ►.' I Q � •-+ ..r ►4 W w m > w d C Q C Q 1" d i 1, w m 2 ►- 1� e; --, 2 w w C9 M r r gt,t W a u' w 'n y 41 a p Q Q �_ 2 w U a .,� J d K 1J J i ^" " ......... _ d r~ a 1"- Q W �� `_, Ix oC G c z w w �- H W ~ to p u+ Q I " _ .} NEW TYPE "R" AFCESSED INCANDfISCENT D01'VNLIGNT WALLWA SHER ►= v ac w pa w 4 O O ►- Iz rr p > Z 1- u u x - NEW T C7 C? > Q N c7 C7 _ rr CL Z F. F a7 `y �. V -- - -_--- _ TYPE (, RECESSED INCANDfIS( EN r DOWNLIGHT f 1- r- ►- Iw C i- F- 1- r- - H H ►- Z 2 Q d H N cn w w N c_n NJ N V w 00 ►- �- �. 1 OOON tqt[ 1NltA�lEuw full ►+EIcrIT NEW OVERHEAD INCANDESCENT LIGHT & FAN COMBINATION FIXTIJNF 1►tAANSOMPANLI & TRIM SE[ OETAII 1>D ?� d d a Z J -J I/1 0 O N u a z p. _`rH ..�►� 1 II SHY rr1, INSTALL CLOSE X x x W Y! w ,� x X x w _, uj NEVd INb'dAll COMPUTER TERh11NAl ELECTRICAL OUTLET DUPLEX w w w Z ,� Z ►,� v i► u. w i w w + 2 c� v ta-. a 4 a cC� U U w z Q Q ti V oW[ d a — - A w _ RECEPTACLE, 15A .15V 3v'; G00UNDING TYPE ION SEPARATE CIRCUIT) t. NORTH �s , - j II � mac` j ' n BREAKER PgpTECTEp RECEPTACLE SHALL. HE HARVEY HURREI INC., OR �N SOUTH - - -� ___ 4t'TA RD __ _ _0 .. AT ONS EYMOPRE, DU.IBLE LOCKING OIJIL ET CATALOG Nu 4700 NO DEVI U NJTAI.L 4tq&hK" GL.O'1CR NEW IN VtiALL COMPUTEH TERMINAL COMMUNICATION OUTLET STANDARD EAST 1 ,��)" _ .___ e,�))1_[?1►l�'s STA ©AaC> IN TELEPHONE IR --- -- M W LNG BOX CMV HAfIVEY Ht1HBEl_L, INC CATALOG lid 91181 PHENOLIC COVER PLATE TELEPHONE WIRING BOX SHALL FIE CION• NECTED TO THE TELEPHONE BACKBOARD NO DEVIATIONS, NORTH (�� NEW IN. FLOOR CCMPUTER TERMINAL ELECTRICAL OUTLET" DUPLEX RE OFF�•�Gg SOUTH - "�" -� CEPTACLE• 15A. 115V 3W GROUNDING TYPE ION SEPARATE CIRCUIT), BREAK -2 ER PROTECTED. FLOOR BOX SHALL BE HARVEY HUBBELL, INC. 'lO•COW' EAST ISO TYPE CATALOG a SC 3098 C'W HARVEY HUBBELL, INC, RLECEPTACLE PLATE CATALOG = SS 309 D RECEPTACLE SHALL 1'F HARVEY HUBBELL, INC. Cm aVE�f _ PASS SEYMORE DOUBLF LOCKING OUTLET CATALO ; x 4700, NO DEVIATIONS NORTH ►' <._ 1, . .. I - � � ACCEPTECJI t SOUTH _ 1 NEW IN FLOOR COMPUTER TERMINAL COMMUNICATION OUTLET FLOOR SOX A+'3 •- - SHALL BE HARVEY HUBBELL. INC CATALOG x SC 30(.lE1 HARVEY HUBe _EL• INC " EAST _ �, t RECEPTACLE PLATE CATALOG x SS3098 CIVET HARVEY HUBBELL• INC RECEPT ST — - -~ - — _ I NECT D TUACLEPLATETHETT►,LEPHO ALOG a E BACKBOARD DEVIATIONS AONE k'VIR ING BOX CCEPTED$HALL BE CON. NORT �' NEW IN WALL ELECTRICAL OUTLET DUPLEX RECEPTACLE, 15A !15V. •?'411. 3P. «� SOUTH � - . •---- - GROUNDING TYPE A' 4 ■ _ EXISTING IN WALL ELECT RICAL OUTLET TO REMAIN EAST an Q , , WEST --- ----- _.. L EXISTING IN WAIL ELECTRICAL OUTLET TO BE REMOVED NEW IN FLOOR ELECTRICAL UUTE ET nU°LEX RECEPTACLE, 15A 115V 111V 3P _ �! a © GROUNDING TYPE I NORTH � �_ Y,I ',�� � p SOUTH EXISTING IN FLOOR ELECTR'CAL OUTLET TO REMAIN Q-'.,.5' I EASTIL i EXISTING IN FLOOR ELECTRICAL OUTLET TO BE RENIOVE0 ( WEST 77 is 4r NEW IN-WALL TELEPHONE f)UTE_ET CONNECT 10 TEL EPHONE BACK AR ' $O DEV.t TN � 'rS'- ,,« I D CONDIJIT ONLY ON A SEPARATE RUN '1' C ' I �M7 + Sou rH EXISTING IN-WALL TELhIHONE OUTLET TO REMAIN EXISTING IN-WALL TELE.PFIONE OUTLET TO HF REMOVED EAST - . . NEW IN FLOOR TELi'PHONE OUTLETCJPINECT TO TELEPHONE BACKWARD W314" WEST 1 b CONDUIT ONLY ON A SEPaRATF HUN NORTH`* EXISTING IN FLOOR TELEPHONE OUTLET TO REMAIN, SOUTH - ' �' " f ��, EXISTING; IN FLUOR TFLE('HONf OUTLET TO BE REMOVED .; EAST Jrr .� '•. - D r` TO(;rLE SWITCH SINGLE POLE, 15A 115V., FLUSH h101/NT ti 4" G' A F F OR .'.S ' ROTEO. SU&SCRIPT (P St'�11CH INOICAT -` WEST •.�� F.., 1 H E FO � LIUW NV 2 06UBLE POLE 4 FOUR WAY NORTH - 1 ---- 3 THREE WAV K KEY OPi RATED s . •. SC1tlJ T Fi ;,� � �, � a .I b c,d. FIXTURES CONTilOLLEE) K OUAN!TY OF SWITCHES •,.. ELECTRICAL BREAKER PANEL J 3 TELEPHONE BACKBOARD *� 1 Oil E S T , �.F`x►' q; �� THERMOSTAT' FLUSH MOUNT 5' 0•' A VF ORA", 'JOTEO IAL":•ar FrIGNI ANY LNOR T H ro +>•.«, EXT"IOR DOOR OPENINGS) SOUTH ,3.` ' w; I �. t"EK SHOWN ON LUAAWING&S NL� SYM9ft REFERS To IROS)) LIG"T EAST >L FIXTURES WHICH ARE TO OF CONNECTED TO A TWENTY F1nLIR 1141 NO" � w�sT CIRCUIT FOR PERMANENT NIGHT L1(3HTING PURPOSES WHERE SHOWN ON DRAWINGiS "TC'" SYM80L REFERS TO THOSE LIGHT 'FIXTURES WHICH ARE TO BE CONNECTED 'rHROUGH A DOUBLE TIIROW f ( HATH (THREE WAY SWITCH) WITH ONE 11) CIRCUIT PROVIDING DAYTIME USE r FOR LIGHTS FROM LIGHTING PANEL AND ONE (1) CIRCUIT ROUTED • •ti11,�, SOUTH THROUGH SIGN TIME CLOCK PROVIDED r 0 NIGHT TIME A ,CF.NT LIGATING ' ��•;„ r , EASAS—T�+ DURING PERIOD SIGN IS LIGHTED WEST _ 7_1 ABO'JE FINISHED FLOOR ril)TL UNLESS NOTED OTHERWISE, IN WAIL OUTLETS SHAE L BF FLUSH RIOUNTE0 << 12" AFF SEE SPECIFICATIONS, SECTION J 5 (D) ' TIME CLOCK (SEE FLOOR PLAN FOR I OCATION) SIGN S JUNCTION BOX i SE E F LOOR PL AN FOR E CJS'•^AT r" NO. 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