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15060 SW SEQUOIA PARKWAY-1 TRW .. —. T.S.. 1 1. • - - .- . iT IT, .. .. .. 1 ------- -- — — —AREA OF WORK • TO PGRTLAND PPCIFIC ��\ ERSTgTE 5 g CGRPORATL REGON CENTER PARKNISS 70 ❑RECON BUSINESS PARK I am mc*mwb v '!`i�� -�- PROFUSED BUILDING #236 � N r --�1'1_ PACTRUST BUSIN OREGON r •Qv`�+ CENTER S --- BUSINESS PARK III >• t Toncs&u i - VICINITY MAP C, • T I I IL I / oL O ILI`.\ --- zi I I A ` i t I I{L.a.'JECfM• i ErIDTIN(A) _ ILI— --- � ~3 � I OFFICE DEPOT , I f , P I I L AL d TExI L- 'x1� FIR-E. �� - I 'J' �� I1 MtNIMLJM P�uRY�pTH !'��j-v P�cIGVd GIRADE _, ""�� - ___ - -_ -�-�•� 2)'TN2u5*revLockii AND/o-iRJDDINCa pEw tJFPn•�' 4. JUL - A 1994 FIRE MAkattAL S OFFICE TUAt11TIN VAtI[P FIR[MARSHAL OFFICE SITE PLAN AI':,,'OVeo. , n0NALLY APPROVEp OM'9,1 vAl, pr MLAN$I 'O PRINTED OM�y' tTtE !Nt;1i AN APPROVAL OFF 15060 S'.Y Sequoia Pkwy sl:E A, f1�IAl11B o Lk T-rerR V7---/ , , o 0 -1 1994 1 m4 0(� C DATE/ DELTA FIRL, INC GENERAL NOTES STANDARD SYMBOLS • OH STANDARD SYMBOLS Uu SYM. TYPE MFG. R MODEL TEMP. SIZE FINISH CANOPY FINISH QTY. 1N0. REVISIONS DATE DESIGN CRITERIA CONTRACT WITH AL, MATERIAE ANL) EQUIPMENT ,C-• BE NEW ANG UNCERV/RITERS APPROVE; ALARM VALVE POST INDICATOR --- I REVI�jE-G) iz15-ER ArjD FpL L. �,P. 0 5 4 15.q4 �31C - (ar2ouP nZ --- t------ --- - -------� PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN THUS, _ T a WHICH ARE END TO END y/ DRY PIPE VALVE — - -- - -- GY - - - -` - ----- DENSITY G•3�- T � NAME c _ NON-RISING STEM GATE •'" -- -- -_� ADDRESS FIC DGP� I EARTHOUAKE BRACING S'1ALL BE PROVIDED IN ACCORDANCE WITH Ncaa FLOW SWITCH +• REMOTE AREA RATE CENTER PAMPHLET NO 13 FIRE HYDRANT •W/PUMPER -- - - - - - - -- - - -- - - - -----.- _ �'I CITY__------_--_-. _ - PACIFIC CORPORATE -- - - -_--- ---- � INSIDE HOSE__ O - -- -- - —- -- PHONE -_- _ S.W. SEQUOIA PKWY. #,2a5 DE_ PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFF'A � WATER MOTOF:GONG � FIRE DEPT CONNEC'�ION - -.._ —__-_ —A PAMPHLET NO ,3 ----- ----- -- --- --- -..-- _ ( } OUTSIDE HOSE 5CA-2 y - APPROVALS TIGARD, OREGON 97224 PIPING SHALT.8E IN ACCORDANCE WITH NEPA PAMPHLET NO 13 � ELECTRICAL rlELL �-.1 DOUBLE CHECK VALVE ASSEMBI i .� _- ---------- .IrITH N A PIPE AND FIT 13 THREADED AND WELDED SHAL' BE IN Ar CORDANC' DRAIN VALVI ,- CHECK VALVE — \ � WATER SUPPLY 1 _�7v✓1JE2 FIRE, INC. WITH NEPA PAMPHLET NO 13 -_ ---- - - - STATIC. lou — 2 AP-u�ITE�T _ OWNER TO PROVIDE ADEQUATE I+EAT TO PREVENT WATER IN PIPES FROM FREEIIN(. GROOVED CUUPLINC ---�� NF W UNDERGROUND ' - IN AREAS PROTECTED BY A WET PIPE SPRINKLER hI S"EM ------- ""-- - FESIDUAL �� 3. - v TITLE rive ye t�-ri=-,T iJN >I to W.J/ rK i-D w iz SE.4.T I ON FIRE PROTECTION— ----- - STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING I'- EARTHQUAKE !'RACE �:s»:::::::: EXIST UNDERGROUND FLOW Z�U GPM DATE � o•c _ CONTRACT0RS J --.- 4 — _� I� SCALE I"�3t� THE RESPONSIBILITY OF THE OWNER ANr)IOR HIS STRUCTURAL RFPRESF.NTATIVE - _ — HYURAULIC RFF1'RENCE POINT � ••-•••••••••• PUBLIC WATER LINT CONT. ' O'' SKEET FP� -_ - - A �EcaUIoIA E U>Izolr�aLrallE 5 — ---_ _- (14. s!�? DRWN. G t3 SYSTEM 14795S.W 72nd PORTLAND OR 97224 503'6204020 - --- — - - --- --- _._ _ - LOCATION IF THIS NOTICE APPEARS CLA'ARFR THAN THE: n�T DOCUMENT,THF.DOCUMENT IS 0FMARGINAL QUALITY. ljl Ijijljl�l�ljljl, i�l�l(I�Ijij1 I I'�1liiii'l1�i11 I�I,Iji�lllll I 111�?ji,ltlll I I�Ijl�t� ,}'I�iji1l�l�I{I i iji�lll�l0ljl f 111jl�lil�iji161 I Iji1llijijljl IjIj11111J1)IJ INCH MADi M QtIPA tD lulnu Imllitl InlLlllinnhm!Itltj►t!tl�Initli— I I�d!m•Itllltln Ill�ll,nlnnflnl llllinl;!Ilnl�nl ntlhlll nlllnntllnlllllhllllnnlntlllnll,I;IIInIt�Illkmtllllill�l mtiIIIII�IIIII 11111111+nnh!I+.1!1111111 r"1111 flltll!I!UIiI111I IIEIIInI!mllnu(11 I UJ --- INS - F•- STALL R5 1 SIGN --� PROPOSED OFFICE DEPOT' � 1 � GRAPHIC SCALE � ---- CONSTRUCT CORNER 3 so w >to 40 p 0 -- -� CONSTRUCT SIDEWALK '""�"'""-"•�"""� CATCFT BASIN I CURB RAMP. SEE DETkIL C1 Q! Ni co AND CORNER CURB RAMP RIM=169 50 NEW A.C. _ } o In SEE DETAIL - -(PRIVATE) PAVING 2 3 (ON-SITE) ( $�G INSTALL R3-2 SIGNS IN � 0 a _1 C� - G[169.Of n 1 inch z0 [E �"� O airy - " 1 0 G I 1 Z CLX � CONSTRUCT VERTICAL CURB - --- C C4 SEE DETAIL G f1 i ' M,$4�G SEE D RT IL SIDEWALK m 4 2 21 5 E v MATCH - \ =� I.i _ _ EXIST. - L4SL G - CONSTRUCT VERTICAL '• INSTALL R5 1 SIGN / ,� > (DO SIDEWALK ` _ • CURB. SEE DETAIL 4 `�" --- 9y A L� C • � � �' MATCH EXIST. SIDEWALK �-� ` " z � y�'e O '; /�'' ��. R V) N (O Z ch 0I - �'i;l•'i%/j'i/, - BONITA R V LLj 7.74 G GIT �--�G _ � I �• C7 c C `d =-ry 1 -� ►: W Lj L p O aV G CONSTRUCT RAISED �' ¢ P� .�- o� 0)cN i -- MATCH EXIST. CONCRETE ISLAND PAVEMENT (TYP.) SEE DETAIL �5 `- < a �' Z } O O �- 16 1, G .�.� 26+0 x 3 _1 - r. LLQ VI10 .y . Cl 25 � 3 CARDINAL LN. • � c _- DO ii 2�1+U0 - ----�� - --�-��_ I y SEQUOIA PKWY. O E C �5� Q ? (D C t " CONSTRUCT CONCRETE GUTTE ``'�-. �y" � � � C WI FH 1 LIP. SEE DETAIL �� INSTALL R.3-2 U � Q -- CONSTRUCT CONCRETE GUTTED ( a VICINITY MAPWITH 1" LIP. SEE DETAIL. tLd 1/ " REMOVE EXIST, CURB AND SIDEWALK AS REQ'D -- [L INSTALL PAINTED 8 WHITE STRIPE: (100 LF) FOR NEW ENTRY DRIVE. ALL WORK IN R.O.W. ~ 0 WITH TYPE ( MONO-DIRECTIONAL REFLECTIVE SHALL CONFORM TO CITY STDS. PAVEMENT MARKERS ® 15 O.C. _ Q `- REMOVE EXIST. DRIVEWAY APRON; REPLACE WALK, - INSTALL (6) 8" RAISED PAVEMENT 6" " C;d CURB AND LANDSCAPilIG MARKERS ® 15' 0- � �O.C. TOOLED EDGE , .-- --__ 1 !RADIUS W ry Q AS REO'D TO MATCH EXIST. 1/4 RADIUS 0 < 0 PAVING SECTION >_ - REMOVE EXIST. MEDIAN INSTALL PAINTED 4" DOUBLE YELLOW STRIFE -- _-_ STRIPING FROM WITH TYPE I BI-DIRECTIONAL_ REFLECTIVE 11 L II "I I I-1 i I � W 0 STA. 26+00 TO STA, 28+15 PAVEMENT MARKERS 0 15' O.C. I�Ed�_--.I I - :r II�IIII�I:II a o a.._ 0� cy- GENE AL.MOTES _ _ -_ _ -_ _ t..E�•tVD _ _ -___ L.. �-- .I III � WQ �' � I 1. CONTRACTOR(S) TO OP'hiN CITY BUSINESS LICENSE. 6. "WASHINGTON COUNTY DEPARTMENT OF LAND USE AND TRAi:r+PORTATION EROSION _ -` -I ( 00 CONTROL PLANS" SHALL BE CONSIDERED A PART OF THESE PLi,NS AND PROPOSED SPOT ELEVATION �7 i I= , • `' 0 Z 2. ALL CONSTRUCTION TO BE IN ICATIO MANCE WITH CITY OF T[GARD SPECIFICAI IONS. THE CONTRACTOR SHALL OBTAIN A COPY OF Th SE �1 { �� , 0 0 STANDARD PLANS AND SPECIFICATIONS. REQUIREMENTS, BECUME FAMILIAR W1TH THEM, AND BE PREPARED -TO IMPLEMENT �. THEM AS NECESSARY. FAILURE TO PROTECT FROM SILT RUNOFF DIRT TRACKING NEW CONCRETE PAVEMENT: i I � (, 3. IN ORDER TO PR UNDERGROUND FACILITIES , EXCAVATORS ONTO STREETS, 7w1 '2" PORTLAND CEMENT CONCRETE �! 'OR TO CONTROL DUST WILL RESULT Ir, FINES, SHUTDOWN, OR 4 EVELING COURSE. -0 CR. AGG. ;I i I= ROCK BASE COURSE , PERFORMING WORK SHOWN ON THESE: PLANS MUST COMPLY WITH THE BOTH. CONTRACTOR SHALL KEEP ADJACENT ROADWA'rS G'_EAR OF DEBRIS, MUD,E1 C. ,/ PROVISIONS OF ORS 751.541 TO 757.751. LOCATION OF ALL EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. CONTRACTOR SHALL ADJUST ALL VALVE BOXES, WATER METERS, AND9. ` Ljj 1 NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. MISCELLANEOUS STRUCTURES TO MATCH FINISH GRADE. T-IIS SHALL- BE CAST IN PLACE CONCPETE CONSIDERED INCIDENTAL AND NO SEPARATE PAYMENT SHAL'_ BE MADE. CURE RMRN DATA - --- -- CURB 4. THE CITY'S INSPECTOR SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF CONSTRUCTION COMMENCEMENT (PHONE: 639-4171) 8. ONE AS--BUILT SET OF ALL NEW FACILITIES SHALL BE PROVIDED Tt9'-'ft4f-�RtrJCC9`' � ,', - 76'26'18" "E�i9fNE '-$1� ALONG WITH CERTIFICATION TF°AT ALL WORK AND `1 R = ,J.00' NOTE: CONCRETE SHALL 9E 3000 P�1 PSI AT 28 DAYS. 6 SACK 5. ALL TRAFFIC CONTROL_ DEVICES AND PEDESTRIAN SAFETY MEASURES MATERIALS CONFORM TO THE APPROVED PLANS, STANDARDS, AND SPECIFICATIONS. L = 53.36' ' ��C�,�F_�i C^GPY "'� MIX, aJ_UMP: 1 1�r2" TO 3" syr �'��lee� +♦ SHALL_ BE IN PLACE PRIOR TO CONSTRUCTION COMMENCEMENT AND SHALL -ER -�I-��RU- -iNFeRMkTI�TC THE CITY, ��{ -�lE Yea3FzT" BE MAINTAINED DURING CONS'�TRUCTfON. �"►.`tia►. 02.1 A - 87 41 07 � R = 85.00 08 Y Gfl Z"CAL URB' r4 ---- ---- - (/� � N.T.5. APPF" OVED FOR CONST v ORB �r qtr IO•�d4`' ACE of CURB CITY OF 'rlCARD CX A ROAD SURFACE STREET wlDni T s� y0� 6' PC/PT �, - - - SOLID LINE �. _ ___ _ CONTROL JOINT _ � p BATTER 3 �' / --- -��"=�. �._ , E iF� 1i • � 5 MIN. �;=� � -- - - DASHED LINE t � IC'=�q [.XP[RES: 12 31�1 MATCH EXIST. 8 -+-- lfrt r I J J t __YG •� - 1 .- �EDcE OF A.C. 6 MAX. GRADE BREAK ) - c- DATE: ' O R B S-P--o*,��----- --- --- -. _ - 3- 21 -94 1 • 'M vP 12 E 2 ; e• ` / A = 88'42''47" DRAWN BY: l 4 _ R 2.UO SAS a ROW �• VERTICAL CURB 4 � L = 3.10' CHECKER BY. 5' MIN' � �/ l �"I A - 02'24'25" MAP � �..._:� e, , , , � ---- c , ,, x .-_- _____---- - � R = 520.!)0' i . ... ... . .... .... ; . : . . .: -. . . . CONCRETE WALK RE VISION! aAst caulssE -z4 -_ �•--- 3 2" 3/4"-0" CRUSHED ROCK ----_ - PC/PT c°Da L. 21.84 1 EDITION # CLOSING 1. FOR USE ALONG MEDIANS, GUTTERS MAY BE REDUCED WI��r� CURS JOINT - � R = 2.00' � DATE: 296 SLOPE TO TR ET i�, �' L = 4.69' PRIOR APPROVAL FROM THE ROAD ENGINEER. ROAD ---- J� � 2. CONCRETE TO BE A COMMERCIAL MIX WITH A 28 DAY STRENGTH AS STATED IN THE PLANS. SEE VIEW 17'41'18" SEE NOTE 5 1 R = 109.00' STERILIZE AND COMPACT SUBGRADF I~� J cn ' t_ s 3 3. EXPANSION JOINTS. `� ^� �' 3.65 A, TO BE PROVIDED: AT EACH COLD JOINT. �ID�W� A ACENT TQ CURB r� 5 M(N. r� 6 MAX. 6" .��- � A - 156'53'07" 2 AT EACH END OF DRIVEWAYS. 2'5' 5' R 4 00' 3 AT EACH SIDE OF INLET STRUCTURES NOTES: - -- "� +� _- NO LIP 4 AT EACH POINT OF TANGENCY OF THE CURS. 1 CONCRETE SHALL BE A COMMERCIAL MIX. 2% rt , r L 10.95' .SIDEWALK 296 SLOPE cr, a AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 2. PANELS TO HE 5 FEET LONG. n 4. CONSTRUCTION JOINTS. 3. 'EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, ^� _ Mn.nEN71E EN(�NECRMO INr. c ----�"'�� r "--r 199 , ALL RIGHTS RE3ERVEU A. SPACING TO BE NOT MORE THAN 15 FEET. UTILITY VAULTS, WHEEL':HA(R RAMPS, AND AT SPACING NOT TO EXCEED 45 FEET. S ARiNTHE ct'`,Eln "w ' 'H�SE DRAWING t" JACKENZIE ENONEE M.II 4. FOR SIDEWALKS ADJACENT TO THE CURB AND POURLD AT THE SAME TIMI-_ AS B 4N0 ARE NOT 10 BE U:TE_D Int REP o- B. THE DEPTH OF THE JOINT SHALL. PE AT LEAST 1-112 INCHES. DRIVEWAY 1`�r DUCED E NOT MANNER EXCEPT rPTN THE CURB THE JOINT BETWEEN TF♦F_M SHALL. BE A TROWELED JOINT W(T� A 2 SLOPE THE PRIOR WRITTV14 PErtwi«a,, a MU. 5. BASE ROCK TO BE 1"--O" OR 3/4"-0" COMPACTED TO 95% OF AASHTO � T-99 AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 4" IN MINIMUM 1 '2" RADIUS. P.C. HEET DEPTH, SECTION A-A 4 I CCONCRETE _OINT BEATER. .moi. SIDEWAL s SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE RADIiir WHtcHEVER Is r, 2" 3/4"-0" CURB do GUTTER 1 POINT IS USED, OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWA`.', 26+35.11 2''? RT 8. PROVIDE 1" LIP AT DRIVEWAY APPROACHES. AGCY. BASEROCK �- ) , A. 3" I.D. PLASTIC PIPE WITH COUPLING. OTHERWISE SIDEWALK 'SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. NOTES: _ __ i 6. 17R"�iPd BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 1. CONCRETE SHALL ATTAIN A MW;IMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. ?N 28 DAYS. I 3" DIA. PLASTIC ''IPI AT 296 SLOPE. CONSTRUCTION JOINT TO BE PLACED OVER PIPE. 2. JOINTS SHALL BE SCRIBED 3/4• DEEP AND RAMS PANELS SI-IAIJ_ 9E EDGED ON 4 SIDES AND HAVE' ,RADIUS POINT _ 1 A Ll(:FIT BROOM FINISH. 26+56.2 (22 RT) 6 j CURB AND GUTTER _ 2 SIDEWALK N.T.S. _ q r3 STD. CORNER CURB RAMP s ENLARGED CONCRETE ISLAND PLAN OF 16060 SW Sequoia Pkwy __ _ a� N.T.S. ..- _-__-� ;in[wn„ N.T.S. _ CI!RBRAMF .T _ __.___.. .. I>i ANT) JOB P40. 1 a _ �- 2 of 4 ..�.. .._ _._..._...___ ...� ._._ .�.�._....._�.. r._� AS SUBM� F-09 S f EE 1 OPENM PEWIT 4r"25-94 29%'y457 1 IF THIS NOTICE APPEARS CLEARER TITAN THE IN)(11MENT,THF. DOCUMENT IS OF MARGINAL QUALITY. i(IIIII1IIIIIII IIIif 11111111 i 11lilII�IIIII l ' IIII�II�IIII� II�IilI!IIjIIIII�I Illjl,ljillll 1 111, ;I�►1!!; I IIIIiII�lllll 1111111111' ; 1 11l1111�1{11111'I'. INCH MAO[ IN (LINA �4► I Ir y rl II i L I I rl Irrtlrrl 't r 1 I11L111„IInnI11n 111111111,i.,I..inhlllnI11L1IIInIIII11In!n. lflsrrililllrr,.,.!IIIIIrI!Irnul„nIIInit.tnllsllllnlllllll+Illlnnll:! I I 0 � I IRRIGATION CONTRO1.11FR C� _ =-'.-•-��-�'- - 4.1' �► --- RAIL LCA AND x Ix CL LJ o 41 -..- = =Y -. t 1 a �=- C Lr) ry Ca =-- �R '� d 1 rl. , _._.-. �=-_ . 199.78 E.P.F-- M as i � � � _,.�-.�.�.-r... ss.78 0 � N i , 4 � a`° 00 I I viL Qf Z Hx N O I � .4 � � C � � .,T LLJ ( ire 1 f-- v M CV) I ! _ t-3 0. 1 x Z Z '- o ' _.....__....__..._ _ .__._ .. __. . . ._._ .-_w _.........._.__ _ -_..... i .. � � Me _-_......... ._.. •. _..,........ . __. _• _ . .. _ _ __. _ _ _._ .__ RIMS 1 199.88__. 12" ST L`'1 .. Mo A h U)- C? ® 1 ' ^�.1" '"" .�--'' I.E. 191.1 ; 200.7 3 E.P. Z o m o � L 191.2 N 1 u 19+15 ! 195,1 C 1 0 O O g CENTER OF CUL-DE-SAC Z .;� C 1 i f'� RjM 7_ .9 OEs 8 -- '` ? , • ,_� _ _._-_. �. w, _ I.E.--l- 97.8 W Lj o a I `}7 C C'4 INTERSECTION to } ® pN 7 "� .. ......_._.._ .._-......__._ ._.__. �._ T R F4 m STA.30+9F 53 SEQUOIA = •`� 15+48.77 CARDINAL ..�.�� SF19'31 :3ry W 176.33 __ a Z L O O _ NraL89'1 92 r~ EXIST STM -.. - _ _ _.. _.__ O y� 201.83 C.P. w I ,__. -- E=4203 01 _ S. W. CARDINAL LAN �giO �`' AT EACH END OF- SAW CUT EXIST. CPROP SED TTE'2 ,M RIti�=202.'l ' V s O C 5 ____�•_-�-� _._ _ __ EXIST. SA __ _. ____ _ -r Q o t i ,, _ --- - _ __ .. _...._ _ _... ._. _ W._..._ . _ I VEWAY S '7" ._...._...�. . _ >�9' L m4"" I 17 Ff� 85T`;S ! W� 180 0 19 X00 \ :.:,:) _ _ - _ 1_� i i U O C. a. DR AND REMOVE. W 239.59' C LEE 1 4-- _. . ......_... _ _`j _ _ - _ -._ . 63'42 U 1 it ,: .: '.r. :•sem:: I - "L CONSTRUCT UCT SIDEWALK h ALK 1 SEE DETAIL 2 202.80 C.P. __._ ... v.. ,, C1 I _I R.�..,.�: p- �.. _-. .. _.,..._.. ,.._... . . / y CONSTRUCT SIDEWALK GUTTER ..... ._._ _. I j Q >0 SEE DETAIL 2 YQ Z -- � 5 1 $t . x. 177.9 LLj C1 GLS R � -� I� n- r3 +� 1 18+82..83 27' RT. � � "J O I !,� `- 1 r ) CONSTRUCT 40 WIDE �--- G .: �`-- PRC COMMERCIAL DRIVEWAY Ur .j SEE DETAIL / 20:i. iw' Z to Z f�.00 NOTE: CONTRACTOR SHALL VERIFY 3 80 i I E . LIJ OBJ � -� EXISTING GRADES A'. GUTTER C1 � � � � O I �.C. ' � i PRIOENGR TO CO STRUDC TION. NOTIFY � � O NOTES ANY I. CREPAPvCIf=S. SCALE Q La..! 30 UJ 0 15 30 E0 120 > -� Q 1. THIS WORK INCLUDES THE CONSTRUCTION OF (1) 40' WIDE COMMERCIAL 6. CONTRACTOR(S) TO OBTAIN CITY BUSINESS LICENSE. - - 74'0 4 0 � DRIVEWAY AND CONCRETE SIDEWALK AS SHOWN ON THE PLAN. „ ,� � � t ( iM FEET ) r 1 7. "WASHINGTON COUNTY DEPARTMENT OF LAND USE AND TRANSPORTATION EROSION fir^ 1 tRCh� = 30 ft. 0 a-- Q 2. ALL CONSTRUCTION TO BE IN CONFORMANCE WITH C! OF T IGARD CONTROL PLANS" SHALL BE CONSIDERED A PAR'i OF THESE PLANS AND STANDARD PLANS .4�Ip SPECIFICATIONS. SPECIFICATIONS. THE CONTRACTOR SHALL OBTAIN A COPY OF THESE t� REQUIREMENTS, BECOME FAMILIAR WITH THEM, AND BE PREPARED TO IMPLEMENT - 3�: Z 3. IN ORDER TO PROTECT UNDPRGROUND FACILITIES , EXCAVATORS THEM AS NECESSARY. FAILURE TO PROTECT FROM SILT RUNOFF, DIRT TRACKING EXISTING EXISTING � H"- Q I PERFORMING WORK SHOWN ON THESE FLANS MIST COMPEL WITH THE ONTO STREETS, OR TO CONTROL_ DUST WILL RESULT IN FINES, SHUTDOWN, OR _ _ gct)c� bv-P - �Py R.O.W. CURVES CURB RETURNS > PROVISION , OF ORS 757.541 TO 757.751. LOCATION OF ALL EXISTING BOTH. CONTRACTOR SHALL KEEP ADJACENT ROADWAYS CLEAR OF DEBRIS, MUD,ETC. UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.. 714�__ PROVED-- _ F a A = 83'43'08" Q p = 49'59'41" 0 A = 49-59-41- MISCELLANEOUS ENGINEER OF ANY DISCREPANCIES PRIOR TO %0";STF:UCTION. 8. CONTRACTOR SHALL ADJUST ALL VALVE BOXES, WATER METERS, AND OR CONSTRUCTION R = 31.50' R = ' �N 20.00 R = 28.00 [a MISCELLANEOUS STRUCTURES TO MATCH FINISH GRADE. THIS SHALL BE CITY OF 'T !GARD L = 54.79' L = 17.45' L = 24.43' 4. THE CITY'S INSPECTOR SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF CONSIDERED INCIDENTAL AND NO SEPARATE PAYMENT SHALL BE MADE. O2 p = 49'59'41" 5 p = 88'51'15" 2 = 279'59'23" CONSTRUCTION COMMENCEMENT (PHONE: !i38-417L) � -- �T S`��-9�1 R = 20.00' 0 R = 37.50' O R = 42.00' } 9. ONE AS-BUILT SET OF ALL NEW FACILITIES SHALL DE PROVIDED TO � ---------- L = 17.45' L = 58.15' L = 205.24' 5. ALL TRAFFIC CONTROL DEVICES AND PEDESTRIAN SAFETY MEASURES THE PROJECT ENGINEER BY THE CONTRACTOR, ALONG WITH CERTIFICATION 'eY - SHALL BE IN PLACE PRIOR TO CONSTRUCTION COMMEr.CEMENT AND SHALL THAT ALL WORK AND MATERIALS CONFORM TO THE APPROVED PLANS, Z-Zg -14 A = 279"59'23" O3 D = 49'59'41" BE MAINTAINED DURING CONSTI-,UCTION. STANDARDS, AND SPECIFICATIONS. THE ENGINEER WILL FORWARD R = 50.00' R = 28.00' THIS INFORMATION TO THE CITY. s L = 244.34' L = 24.43' cb�15,504 d- FACE OF CURB `?Zr ��' STREET WIDTH r- SE'E NOTE I$. J -ROAD SURFACE - I - 40'-0" MAX. 15'-0" MIN. I I�/W LINE l 5 �gipE ORC1G -`j 21 1" BATTER 3" �; , / i� DRIVEWAY �� 6 EXPIRES: 6 30 95 s � 6"x6" 110 GA. �1ESH Lj DATE: 3" 1. EXPANSION ¢ 2-21-94 it OPTIONAL_ '^ > / 12• j {� JOINT SIDEWALK �Ly �. 1 2" kI X. �, LOCATION Q z `. �.. / ! (I ^ DRAWN EY: '�: ' e SAS SITE CHECKED BY: ••.�• f20W L f- _� 5'_MiN. SIDEWALK - EXPANSi�ON JOINTS N .4 -- CURB JO!N T KJK ' CONCRETE WALK N BONITA R BASE COURSE fl ---•-3 » -- _ _ REVISION 2 3/4--0- CRUSHED ROCK -7 1`' ,�,�� EDITION 24" CURB JOINT IA a �� b CLOSING 1. FOR USE ALONG MEDIANS, CUTTERS MAY BE REDUCED Wi?H 2� SLOPE TO STR ET [3'-0-[ 7'-6" MIN. 7'-6'" MIN. i'-0" FACE OF q p, PRIOR APPROVAL FROM THE ROAD ENGINEER. ROAD -r--- �-_ " - » -" G p DATE: CURB Q z • -, a ,, I 20'-Om MAX. 20 -0 MAX. 1 n: 2. CONCRETE TO BE A COMMERCIAL MIX WITH .A 28 DAY STRENGTH � � SIDEWALK ADJACENT TO CURB SIDEWALK AWAY FROM CURB CARDINAL LN, AS STATED IN THE PLANS. `'ti7STERIL.IZE SEE NOTE 5 FLAN 3. EXPANSION JOINTS. AND COMPACT SUBGRADE �� SEGiU(]IA PKWY.A. 1) A PROVIDED: /-USE EXISTING EXPANSION JOINT OR � 5 1 AT EACH COLD JOINT. �d L.�'.�`� 2 AT EACH END OF DRIVEWAYS. SAW CUT AND �'LACE COLD JOINT 1" EXPOSURE V r 3 AT EACH SIDE OF INLET STRUCTURES. NOTES: -- n Q o� s C 4 AT EACH POINT OF TANGENCY OF THE CURB. 1 CONCRETE SHALL BE A COMMERCIAL MIX. ELEVATION 4 W j AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET. 2. PANELS TO bE 5 FEET LONG. r _ 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, �� U MACKENZIE ENGINEERING INC. 4. CONSTRUCTION JOINTS. 1994, ul. RIGHT'S RESERVED a A. SPACING, 10 BE NOT MORE THAN 15 FEET. UTILITY VAULTS, WHEELCHAIR RAMPS, AND AT SPACING NOT TO EXCEED 45 FEET. SLOPE VARIES W z �� THESE DRAWINGS ARE THE I ROPEan OF B. THE DEPTH OF THE JOINT SHALL BE AT LEAST 1-1/2 INCHES. 4. FOR SIDEWALKS ADJACENT TO THE CURD AND POURED AT THE SAME TIME AS �;" MIN. 2% z C TESEDR ENGINEERING INC iMERr) -� f:7 AND ARE NOT TO BE USED fht REPRO- THE CURB THE JOINT BETWEEN THEM SHALL. BE A TROWELED JOINT WITH A SER �a DUCED IN ANY MANNER txcERT v�rN CEASE POCK TO BE 1w-O" OR 3/4"-0" COMPACTED TO 95R OF AASH�'0 - THE PRIOR WRITTEN PERMISSION or M.E.I. MINIMUM 1 2" RACIIUS' t,r..., a - ' w -� -'99 AND SHALL BE TO SUBGRADE, STREET STRUCTURE, OR 4" IN SHEET rijri DEPfH, WHICHEVER IS GREATER. 5. SIDEWALK SF�A•LL HAVE A MINIMUM THICKNESS OF 6 INCHES [F MOUNTABLE 10 GA. MESH 1-}�" �- 2" OF 1"-0" COMPACTED SUBGRADE a 8. DRAINAGE DLOCKOUT CURB IS USED, OR 1F SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY. T A. ,'," I.D. PLASTIC PIPE WITH COUPLING. OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES. SECTION A-/�� - i 7b S. DRAINAGE ACCESS THRU EXIST;NG CURB SHALL BE CORE DRILLED 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 1. CONCRETE SHALL HAVE A MINIMUM BREAKING STRENGTH OF' 3000 P.S.I. OR CURB SAW CUT VERTICALLY 18 EACH SIDE OF DI•AIN AND AFTER 28 DAYS. (6 SACK MIX) 3 ULA. PLASTIC PIPE AT ?_� SLOPE. CONSTRUCTION JOINT i O BE PLACED OVER PIPE. 2. CURB JOINT SHALL BE A TROWELED JOINT WITH a MIN. y' RADIUS REPUURED TO FULL_ DEPTH OF CURB. ALONG THE BACK OF CURB„ VICINITY I C 1 _ CURE TY MAP AND GUTTER 2 SIf.�EWALK �� COMMERCIAL �--�-"--" 3 N.T.S. -------- �:UR9 S. - - ____ _________�. 3 AL DRIVEWAY - - OF N.T. WA N 15oso SW Sequoia Pkwy N.T.S. � DRIVEWAY' JOB NO. AS SUMMED ED FOR STREET OPENING PERMIT 2 � _?9 4 0 4 8 3of4 j IF THIS NOTICE APPEARS CLEARER THAN TNF, 130('11MENT,THE OOCUMENT ;S OF MAW;INAL QIIAIATV. n' I(QRM I' "N 111111��I�I11! II�IEI�I; I!i!il �Iillll�ilili 11111! 11�!I!�I) IllJlliilJlll 1i !1!il1011 I 11111 1llw ► Il!III1111111 I IIl111i1!1 ;I 111�111��!lillli IIIIIlilll!1! I�II�I�'►�I�II► IN 1 A IIIIIIIIItII!111ILII!1111111!!1111111;!ILLLIIII!IIL!IILLLL!LLIIiLL!L 111111111 IlL111111111liIIIIL 1J11111111111111111 ILLIILILLIiLLIh11]!iNIIIIiIILII11millllllllllllllllllll!!!ILIIf1!II1LlIIlif fillll!ILIIIIIIILILIIIIIIIIILIIlll�111L!1111111LII;IIIILLILI!LLLILLLLlII11lILIIIIIIII,IIIIIIIIlIII111.;. , I I� t � . l v � DURA= GLIDE o� ELECTRICAL TM � DURA-GLIDE — 117 V. e•.C. 15 AMP. SERVICE FON 1-2 OPERATORS. 20 AMP. SERVICE FOR 3.4 • V OPERATORS. ELEC. SERVICE TO HEADER BY ELEC. CONTR. i 1/4 " CAULKING 3000 BI-PART WITH TRANSOM I II � 1'�•' 1 - — - - ------ ____ NOTE. Tho glazing material in both fixed and sliding panels of all sliding doors shall comply with the requirements In the --- performance specifications and methods of test for safety ! SECTION glazing materials used in buildings. ANSI Z 97 1-198.1 I I I I I I _ SLIDE I SLIDE 16. I 441/2' I E `– PACKAGE I HEIGHT r 4 / !-z 1 SECTION I EXTERIOR ELEVATION ` STAN-FAY'" 00/ ,t�10T10'V SEI�'SOk INTERIOR PACKAGE WIDTH THRESHO D SENSOR NOTE: �- � '/•' THK.. GLASS -- STAN- � -+– (STANDARD) INT. EXT. R AY I _ SO ► SX SX ', SO I';' EMERGENCY BREAKOUT ON BOTH I �� Q 'ill NING , I I - . ; y. ,. NOTE. STAN Af CONTROL , i DOOR OPESWING OUT PANELS AND SLIDING DOORS. z _ SHOWN. OTH`R CONTROLS �I'I i / t l 'I' INTERIOR I ' 6' 10' AVAILABLE. "� .�--- ' �� 1� TERIOR PANELS Inti ?1 CLEAR OPENING g i U _ - ' - PLAN ' - �:� l EXTERIOR = INDICATES CIMENSION OF C!.EAR OPENINkS PACE• HEIGHT INFORMATION FOR SURFACE APPLICATIONS WITH DOORS BROKEN OUT AND STACKED Tr, I I I I ! I BOTH SIDES PKG. HT. MASONRY OPG. ACTUAL334$ 105" — I SECTION WITH WITH CAULKING CLEAR OPG. = TRANSOM RANSOM ALLOWANCE UNDER HEADER 3360 = 129" Eli 'E."'INCLUDES 1� " THRESHCLD3372 = 15:3"WHEN RECESSING PACKAGE DEDUCT 12" FOK RECESSED APPLICATION PACKAGE WIDTH INFORMATION 45,6.. 41A" D 0 0 R PKG. SLIDING DOOR (SX) DOOR (SO) PANEL DOOR MASONRY CAULKING I —� PKG. WIDTH OPG. WIDTH WIDTH TRAVEL OPE ALLOWANCE -�-- - - — - �• 1/4 3348 - 321/:„ � l 3348 = 321/2' ;I ' ! . 10-334i'3 10'-0" 48" _ 30'/16" 30'/,6" 24" 1 /4"/ ide 3,360 381/2" 3360 = 38'/2" 45" 10-3360 12'-0" 60" 365/,6" 365/,6" 30" 12'-0'.. 1/4"/Side 3372 = 441/2" 3472 = 44'/2" -- SECTION 10-3372 14'-0" 72 425/,6" 425/,6" 36" '14'-0',/a" '4 /Side - -- ---'–"J 3348 = 10'-01/2" 3360 = 12"-0'h" 4 SX SX 3372 = 14'-•01/2" FIN. FL. DOOR DOOR RECESS FOR FLOOR TRACKS WHEN ;SURFACE MTD.) STAN-RAY CONTROLS ARE USED /? DEPTH OF RECESS 'h' 14 - 4/2 FIN. FL.SCALE: 1/4 FULL SIZE (RECESSED) SECTION ��,IT '= ( PACKAGE No. 10 15060 SW Sequoia Pkwy SO PANEL13/." +C The Stanley Wortcs 1991 4 of 4 MAGIC-DUOR �Q�TIPM��T'x IF ThIS NOTICE; APPEARS CLEARER THAN THE DOCUM!;NT, THE DVCUMENT IS OF MARGINAL QUALITY. W44 "l� LNE li ! il � ljl � ! � I � I ! ! ! j ! jilijljll I � Ijljl � ! ; ij ! I ' I � l ! ji � ! j ! � � � ii ! Iljljiiilijl ' ! 'sj ( � ! liii � j i iji ; il i � ii ( ! ' i � lj � i i � ljl i � i � lji � l INCH IMIADIE IN CHINA41 IL._ I 1 cm : 3 4 s ! 1 1 i 1 It 1 1� �4 1S 11 11 1 I! Ta ��1 -� , �� t x ti 4 { Te 1. I i. 1 I. 1. 1 ! 1.... I. 1 I i t.t i 11 III' II r ,.t, , I►1 11I Itll , Iltl �Ittt+It I tt � I 1 11 III I i'I�I! iilll 1111SII;i' Illjllll!I , IIII lililIlli!!IIlIlIIIIIIlI!lillllililliilllllf 11,illililliliiiiiilliflllliillllilll'ilillllllili!!Il11111 �iilillll!!lilll!!llii!!t I'll Ii�lll II �! I! I !'LII I I liii tl III I 1 I �I !li Iiilllilii11i1 tllli I I itll ��.1:1 �r/11 r 1111 ,111 rlr''1 r Ir. 11 ��'r 11w sr ,.1 ,1.{ 111 =1 11 1111 e1 I ! I I� IIt it It I11 I I III,IIII 11.. 11 1 , ADDRESS: �4 iw -i Soo awLoa i 1 1 l !:\records\microtlm\tar e,s�bttildin 9 g.dcc ,r F ACTIVE CASE: Grp Smry Edit Prcl Name Actn Cond Log-note Fee Doc Tag Misc Xit List actions for this case rSITE DEVELOPMENT REVIEW ---- -- - I :SDR93-0023 : PROJECT:OFFICE DEPOT S7.'A7JS:C : UPD: 09/23/96 : :,TDA: A.PPLICANT:MACKENZIE SAITO & ASSOC. PRIM. . :SDR93-00.'3 : SITE ADDRESS: 15060 SW SEQUOIA PKWY JUR. . . :TIG: � PROJECT DESCRIPTION (1) — --- --- --- — - The applicant requests : A) Site Development Review approval to allow construction of two new buildings of 25, 000 and 28, 000 square feet in size, for an office supply wholesale/retail outlet and (computer products company) . B) A Lot Line Adjustment approval to adjust Lot #8 and Lot V . PROJECT LOCATION (2) ----- Lot #8 (WCTM 2S1 12DA, tax. lot 200) and Lot #7 (WCTM 2S1 12DA, tax lot 300) of Pacific Corporate Center. West of Interstate 5, south of SW Cardinal Lane, and east of SW Sequoia Parkway. LOT AREA. . . . . :232920 :::f PROPOSED USE. : IND: RESOLUTION NO: BUILDING AREA: 53000 :af PROJ VALUATION: $ 0 ZONIN3. . . . . . . : I-P # OF DWELLING UNITS: 0 : ---NOTES (3) -- - -- f 1 i£ k 1 Y 5 S GROUP MENU: Select Add-case Clone Esc Point to desired case and press ENTER OaRESTRICTED ELECTRICAL PERMITaaaaaaaaaaaaaaaaaaaaa6aaaaaaaaAAAAAaaaaaaaaaaaaa4 • :ELR95-0004 : PROJECT:OFFICE DEPOT STATUS: I : UPD: 11/20/97 : :CMC:• ° PERMITTEE:ADT SECURITY ALARMS PRIM. . :BUP94-0037:• ° SITE ADDRESS: .15230 SW SEQUOIA PKWY JUR. . . :TIG: ^ ilaoaaaaaaaaaaaa$aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa..aaaaaaaaaaaaaaaaaaaaaaaaaCC � RELATED CASES IN PROJECT GROUP 5271 ^ ° ° F SWR94-0107 OFFICE DEPOT PACTRUST, 1.5060 SW SEQUOIA PKW QA* C ENG94-0027 SOP. . .STM DRN PAC:IF'IC REALTY 15060 SW SEQUOIA PKW ° C ENG94-0026 :.JP. . .S/W,APPR PACIFIC REALTY 15060 SW SEQUOIA PKW F MEC94-0136 OFFICE DEPOT PACTRUST, 15060 SW SEQUOIA PKW ^ ° F BUP94-0050 OFFICE DEPOT PACTRUST, 15060 SW SEQUOIA PKW ^ ° ° C SDR93-0023 OFFICE DEPOT MACKENZIE SAITO 15060 SW SEQUOIA PKW ° C MIS93-0018 OFFICE DEPOT MACKENZIE SAITO 15060 SW SEQUOIA PKW F BUP94-0037 OFFICE DEPOT SH PACTRUST, 15060 SW SEQUOIA PKW ° F SWR94-0056 OFFICE DEPOT SH PACTRUST, 15060 SW SEQUOIA PKW ° F PLM94-0067 OFFICE DEPOT SH PACTRUST, 15060 SW SEQUOIA PKW P MLP95-0006 OFFICE DEPOT PACIFIC REALTY 1506_0 SW SEQUOIA PKW } t3a" I ELR95-0004 OFFICE DEPOT ADT SECURITY;AU 1523 SSW SEQUOIA PKW °S aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa ' aaaaaaaaaaaaaaaaaaaaaaaaj_° aaaaaaaaa "aaaaaaaaaaaaaaaaaaai GROUP MENU: Select Add-case Clone Esc Point to desired case and press ENTER 66RESTRICTED ELECTRICAL PERMITaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa� :ELR95-0004 : PROJECT:OFFICE DEPOT STATUS: I C : :UPD: 11/20/97MC: BUP PERMITTEE:ADT SECURITY ALARMS PRIM. . : 9 :C : SITE ADDRESS: 15230 SW SEQUOIA PKWY JUR. . . : BUP ^ iiabaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa�4 RELATED CASES IN PROJECT GROUP 5271 on F SWR94-0107 OFFICE DEPOT PACTRUST, 15060 SW SEQUOIA PKW on QA' C ENG94-0027 SOP. . .STM DRN PACIFIC REALTY 15060 SW SEQUOIA PKW °G C ENG94-0026 SOP. . .S/W,APPR PACIFIC 1.EALTY 15060 SW SEQUOIA PKW F MEC9,lm-0136 OFFICE DEPOT PACTRUST, 15060 SW SEQUOIA PKW ° F BUP94-0050 OFFICE DEPOT PACTRUST, 15060 SW SEQUOIA PKW no o 11 C SDR93-0023 OFFICE DEPOT MACKENZIE SAITO 15060 SW SEQUOIA PKW C MIS93-0018 OFFICE DEPOT MACKENZIE SAITO 25060 SW SEQUOIA PKW ° • F BUP94-0037 OF'F'ICE DEPOT SH PACTRUST, 15060 SW SEQUOIA PKW t o F SWR94-0056 OFFICE DEPOT SH PACTRUST, 15060 SW SEQUOIA PKW ° ^ F PLM94-0067 OFFICE DEPOT SH PACTRUST, 15060 SW SEQUOIA PKW • • P MLP95-0006 OFFICE DEPOT PACIFIC REALTY 15060 SW SEQUOIA PKW tea" I ELR95-0004 OFFICE DEPOT ADT SECURITY AL 15230 SW SEQUOIA PKW ^ aaaaaaaaaaaazaasaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa��a3aaaaaaiaaaaaaaaaaaaaaaai� aaaaafiaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa4daaaaaaaaaaaaaauaaaaaaaaaaaaai GROUP MENU: Select Add-case Clone Esc Point to desired case and press ENTER 6ARESTRICTED ELECTRICAL PEI2MITaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa� ° :ELR95-0004 : PROJECT'nF."ICE DEPOT STATUS• I UPD• 1.1/20/97• :CMC• " PERMITTEE:AnT SECURITY ALARMS PRIM. . 20/97: :C : • SITE ADDRESS: 15230 SW SEQUOIA PKWY JUR. . . : BUP ° 13a�aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaQaaaaC� WIN III I . :1;wz4�r ,y r. _. .,, /r �. . . { •r ,,.. � �.. .. �- - � / C �� . . / ., / � � �`•" - ,� �' �. ..� C � . .. ,�. �. . . ;� ��: �: �► �� .: . .��, �� ,,.�. � V� �. i «. .' t y i .\ � ,�:.i 1 . � 4 � .�, .� I � ._....�.._._ .�____._ __.-__�� —_—_'w`^_M'4.W;fa4roliCY�kN'�f•'v-.,,_:±....:axw:uuwWcaw«w.,,......................... ,✓1 CITY �� TIGARD CERTIFICATE � UCCURANG` PERMIT li. . . . . . . a 6UP54-0050 COMMUNITY DEVELOPMENT DEPARTMENT' DATE ISSUED: 10/11/94 13125 3W Hall Blvd.Tigard,Oregon 9722348190 (503)839.4171 PARCELt P-S11c:DA-002.0101 SITE ADDRES1.2. . . 1 15060 SW iF_OUOI Ei f ,KWY SUBDIVISION. . . , t Z CIN I NG 1 l-P CLASS OF WORK, 1 NEW TYPE OF USE. . . :COM OCCUPANCY GRP. 1)•) � OCCLK"ANCY LOAD 19011 I TENANT NAME, . . :OFFICE DEPOT I Rem�Arkst Office Depot- Interior Only 1 Owner--. _...._...._......_ __.._ .. _ .__- ..--...___._........_._.._ .._.._ .._... t 1 ACI RUST i 1 Phone H1 Cont;r-act ar t H. L. GREEN ! 1'5115 .Caw SEQUOIA BL-VL), SI.IITE. ::Q#O T I BARD OR 97224 Phone #1 624-•7717 Rey iF. , r 4132113 f 1 1'hiq Certificrte certifies than the above refer-tnCed building or portion thereof has been inspected fur r_ompl. ianc:e with the Tigard Building rorie fur i.he group .and division of ocC�lpmncy and r.lsm far which the arbok,A rpferencod pet-mit w +s is%ijed, and occupancy is hei.eby granted. y rI k� t_D1NG INSPEC10RPUIL.01NG 'Afic POST IN CONSPICUOUS PLACE f Lmom1 '`4 tips 1i f . TUALATIN VALLEY FIRE & R.ESCUE °x AND BEAVERTON FIRE DEPARTMENT � + 4755 S.W. Griffilh Drive+ P.O. Box 4755 • Beaverton, OR 91076• (503) 526-2469• FAX 52(x25.)8 August 4, 1994 Andy Cartales Delta Fire, Inc. 14795 S.W. 72nd Avenue I Portland, Oregon 97224 Re; Office Depot 15060 S.W. Sequoia 6190D-178•-000 Dear Andy: This is a Fire and Life Safety Plan Review and is based on the 1991 editions of the Uniform Fire Code (UFC) and those sections of the Uniform Building Code (UBC) and Uniform Mechanical Code (UMC) specifically referencing the fire depa-rtment, and other local ord.inancf ; and regulations. Plans for tha above noted project are conditionally approved subject to the following. Plans and calculations E may be picked up from the City of Tigard Building j Department. It is suggested you call the building department prior to making a special -ip for pick up to ensure plans have arrived . 1 . Please submit cut sheets for heads to be used, back flow preventors, and any other special devices. i 2. Hydrostatic and flushing tests shall be witnessed by a member of this office or City of Tigard Building Department. 3 , Contractors material and test certificate shall be completed by the installing contractor, and signed by representative of the owner, and person witnessing said tests. After completion of installation, a copy of test certificate shall be forwarded to this office p for permanent filing. ° �a "Worklnt"Smoke Detectors Save Lives l9 f ' i 4 Andy Cartales August 4, 1994 Page 2 Approval of submitted plans is not an approval of omissions or oversights by this office or of non-compliance with any w applicable regulations of local government. If I can be of any further assistance to you, please feel free to contact me at 526-2502. Sincerely, �l Gene Birchill. , DFM Plans Examiner GB:kw cc: City of Tigard Building Department 1 i if e R '"w'�•,s' e.1 Y+'•A•r..' mr•., '�•,"pr..n,n .•y.+r*i .+�a.r•.w` R'w. ..ter ..r,..a ...,. w. K�oe .M'a. •..drw.,...w t.. w...+tow. 1 4 SIGN PERMIT j L PERMIT #: SGN94-0134 DATE ISSUED. . . . : 07/.20/94 EXPIRATION DATE: 70 /fid/44 PARCEL. . . . . . . . . : 2S112DA-00200 ZONE. . . . . . . . . . . . I-P � BUSINESS NAME. . : OFFICE DEPOT SIGN LOCATION. : 15060 SW SEQUOIA PKWY APPLICANT/AGENT : NATHAN RANKIN BUSINESS TAX NO: z+mronvx:acRaa^.=-=a,-.=a^mss=====sass_so-_�.snsxm=.-m-a=soxvma r.=v_aas=-»...=asvcss-s-= %1 SIGN: t, PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 4' X 23' 6" TOTAL SIGN AREA. . . . . . : 94 sq.ft. F WALL AREA. . . . . . . . . . . . : 6625 aq.ft, WALL FACE (DIRECTION) : E SIGN HEIGHT. . . . . . . . . . : ft. PROJECTION FROM WALL. : 5 in. ILLUMINATION. . . . . . . . . : INT i DESCRIPTION OF SIGN: PERMANENT WALL SIGN. Dimensions : 4' X 2316" 94 square feet. i MATERIALS. . . . . . . . . . . . : ALUM/PLAST EXISTING IGNS. . . . . . . : 1 I ELECTkICAI, PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A � I PERMIT FEE: $ 25.00 APPROVED BY: DATE: 07/20/94 n- . r..-.',r.r+1 +ft�+•T `u"�I�!e..,rt,,. - ..ti..... .n• 'S. c'rMe:.• s ri ,r.. �., y. � r,aryr,pr h, r� 1 1 1 I � n Permit No. `fit y CITY OF TIGARD SIGN PERMIT APPLICATION The applicant hereby applies for a poxmit for the work indicated or as shown in the accompanying plans and specifications. Cr r r7 i✓)c L LzY,a o,J 'SG'3v� 1(. SIGN I.fOCATION t DDRESS: __ O"NG: NAME OF BUSINESS: O�C)Qt U�r)1 /��(r�d ��n) 15U0 I6 APPI1CAIfT/AGENT: �_ '�� COMPANY: C —_ Flh')NE: 22)_��L�� f The City of Tigard igx)ses an .muml Bus.ilv---,s Tax which must be }:ept cut-rent on all persons doing business in the City. Do you presently have a cnent Usiness tax? YES ()() NO PROPO67ED SIGN: (Check as many as apply) ---- -- - - PMWENT (X ) FREESTANDING ( ) ( ) Ff2EEWAY TEMPORARY ( ) WALL (X) ELECTRONIC vIIi ( ) BIIIBOARD ( ) BALLOON SIGN DIMENSIONS: `11 X 2-3 ' (�'' EVIRATION DATE: : 71OIA' L SIGN AREA (Sq. Ft.) : �C'1 0 FT 10—Do_ q[r WALE., AREA (Sq. Ft.) : WALL FACE: "(_ - HEIG U (Ft) : 2 PR17EC!TION FRCM WALL: - TI.UMINA'IZON: YES (x) NO ( ) -TYPE: COF'C: C Ol \-G` C-,h E';ISTIldG SIGNS: ArPUN.ISTRATIVE EXCEPTION: N/A ( ) APPROVED ( ) HOW MUCH $ AREA ( ) IMIGHT ( ; u�Z.'ENI:S DEPAR'IMENI' - All sign permits must be accompanied by a scale -E9ir_mit Fee: drawing and plot plan. If work authorized under Receipt No'-�✓�' b ti"�7 a sign permit has not been cleted within tunety __ days after the issuance of the permit, the permit Date - -��4 X11becom null and void. ! I! TT RB-XTlRICAL YESPERtd I MM:Fy TEAT I AM THE RECORDED OWNER OF T[iE 1 RD�[JiRED: YES tom' IVO ( ) PROPERTY OR AN AGENP AUINORIZED BY THE OWNER. I' BUILDING PERMIT CRDWY _ I Il2E�: YFS ( ) NO (✓1 AP 1. cant's Signature cp/B1MERMP gess Telephone N:\WORD\0CHDEvN, Y4 ; ,. .. ., t# raw► + } r � Y • . ."UL-20 09:S4 YOINJG-ELECTRIC-SICK-CONPAM SE "l4�'169 POI f i 117.:0/bt 09'15 '*501 694 7297 CITY OF 1IGniW Q001/002 i'ovt-W Fax Nato 767. DJW Re"► C 08PL Co. C t ' rov— q'c[/'!f Permit No. ''1 � » - ;;r7cA Co4 '� ~� Y of TIGARD MT APPLICATION 1he appliawlt7 hereby applies for a permit for the work indi.czted or as shown in the ,=xupanying plans aril speciticatios. 1 Ca+^D y nal, Lune a�.At'C1�v^is bt�a' 4a.1 SIGN W ATIOW ADDIt2MS: NAMN OF BUS:;M;: O �Cb� 1 _ �J J� )b,� �Cu�U ,; T/AGEV; - �Jrr.C.�v,��.. CY,X"lPANi N7 F�C.7— PtME: UM Citi IF Tigard Mases an mviral Bainefa Tac which Waist bra kept cLrvAttt on all pa umm daIN businmtso in the City. Do you pmwently have a currOnt buSiTAMW tax? YES (X) NO ( ) U.L. Iabel I MPWM SIGN: (Chfw* as MWW as apply) i PF13Q<TWr P< FRF.P_7BMING ( ) F-REEYtb►Y ( ) TDWMARY ( ) WIL =zc=MTc ( ) BIIZBDAFF7 57LGN DIKUMICUS: !L , -- e FDPIRATp,D'A"E° ?CAAL SVW AREA (Sq. Ft.) ' fi— YOZL AREA (9q. Ft. � �. f WAM PBCE: -- 1 I-i GW' EFC) HRc17Z:CClI'ICN IRM %Ld,: JLZI OOMON: YES No ( ) TYPE: N-%cn_r — FXTSTnr- MM: aCX4INISMA'In EKCEETICN: N/A ( ) APITO 'j AREA ( ) flt r ( ) All sign permits mutt be acoampaniEd bar a cMIG Fi n, cUraW� end plat plan. 7f wark atr'chocized mer HeaftirtNo: a sic n permit has not bFwn crnplett:ed withi.n ninety days atter tbo ivemnon of pe-Mit, the permit-. El --MLAL OWNM OF Mr, ALM* YES ( ) NO ( ) AN 2P BY `IRE C"M. BULijon1G P12M T cp/BKWF,W 3Y 7xess T*l�phvne N:\WDM\:]K%V\ .01 Yfll tr,-ELELHIC-SIGN-CDPtFr1Nv .11 N_.-20 09;3'1 �n � �>�rJreuc aJlasr►�n �� — - -- --� -- 1 � rAw*o ME Ri.� n.= e•l:� weer. �r 265'-0 - e. y TO aE RFRAHQ 3430-25 MWW FA= P F yt�eon aeuc TRoerays TO K CVM &ME o OURS.,^ �, 1 , - -- - 125'-0" �u 7 EAST ELEVATION SCALE: 3/32" _ ilOE�lall 7 i?WW7FL] •iTTf'�---- 265'-C' - i u sues To ex +eKef ftEX er/1 sr surf. FVw. 330-73 Y'.LLOr1 FACES -- — _ 36,36-36 HUJE FIJI OLMJW -- -- - ---- �J/ T , 56 - Rt1tJlbe: TO K How SLUE TRILlaws TO 6E Dow all Dow WE�,T ELE'VAT!GN SCALL 3, 1'- i _i:-.ice'. i�°r+i► _-a•- __ -�-."�" ,--�.w.r -•a : r �'--- - - i - _- - _ -_ _ - - _. mom. -� .. - - _ .�;•��_--__ ._ - .c---.d..-:.-_. ... . -.. 750�"'Sr-.•. - - - -_=__ - f — _' - ]KY�i_ �—/ � ___ „t -___- _....-„�- ___ - ..+r. �roman'h""..,,�"'trWSW APPROVALS CtK-TOLfR CUrIUMV APPfAMK OXY r-- I �a .. ..�:'• Bim— - X11 - c—e MAL --ems-- `:: - *m "n v/1 sr sw. ALW - 265'-0'BW FAM _ WOE "IN otalm f4i/L p( �. NE H oq six maw ------- - -- - ---- - I � SSS n F�ft c". ACI. EAST ELEVATION -- _ SCALE: 37.32; - t'—o" — 265'—Cr WeM PlEC w/,Si SURF. FLkt -11-OW FACES 6E Homo ek�K ~� E owec euE 25.-0" F z rc.�RD w•ncG vc- UP WEST ELEVATION - SCALE. 3/3 n 17? =+-a-'�'�^-_-- -•—_ -�-_.-.�__.....--� .:.ter ----- • - --'.`V--as-� _ -�-__w - - �� ---__�_-- _ y-�:.:.�� _ _ - -�J•A��-�.�� ._r � ._�___�tZ.��.—_. -.. --.�=�..�.t��r-�"�. �_ _ -� '-T�'� � --- - �� _•s '_t-r--- L.:•r.-r_� .—__- _e_sz� r•s_.___.u-.:.= �---moi_� e _ -� PPROVALS�+ sKts;� REIAS10t' ACuSrouE� �� -s 1 ~ ,� -... ._. �--- — �ti. 1i - � -�f`•• fir, ; ' � i • r i SIGN PERMIT PERMIT #: SGN94-0133 DATE ISSUED. . . . : 07/20/94 EXPIRATION DATE: ro/rte/moi{► PARCEL. . . . . . . . . 25112DA-00200 ZONE. . . . . . . . . . . . I-P BUSINESS NAME. . : OFFICE DEPOT SIGN LOCATION. . : 15060 SW SEQUOIA. PKWY � APPLICANT/AGENT: NATHAN RANKIN I BUSINESS TAX NO: ' SIGN: PERMANENT (Xi FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. . . . . . : 2' X 11'8" TOTAL SIGN AREA. . . . . . : 24 sq.ft WALL AREA. . . . . . . . . . . . . 6625 sq.ft. WALL FACE (DIRECTION) : W i SIGN 3EIGHT. . . . . . . . . . . ft. PROJECTION FROM WALL. : 5 ILLUMINATION. . . . . . . . . : INT DESCRIPTION OF SIGN: PERMANENT WALL SIGN. Dimensions: 2' X 1118" = 24 square feet. MATERIALS. . . . . . . . . . . . : ALUM/PIAST 1 EXISTING SIGNS. . . . . . . : ELECTRICAL PERMTT REQUIRED: iRS BUILDING PERMIT REQUIRED. . : PSCC A ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 1C .00 APPROVED BY: DATE: 07/20/94 r .. ,,•gl4l�C, 11/!yC* ,,:�,, .ssaµnr+w,n,,"�{ap�rrarn..:a -. -...,r�cn:,... 5j rY , i i t J 1 i CITY OF TIGARD Permit No. 13� SIGN PERMIT APPLICATION 135 The applicant hereby applies for a permit for the work indicated or as shown in the - Yin9 plans and spec:ifiajtions. Sly) LOCATION AUORFSS. --- • { '3'qZbNL'VG NAME OF BUSINESS: �� 1C� �L`=1`� � _ �� 61� �� APPLICAPII'/AGFPfJ': r� 00WAVY: U(� CQ S 3 - PHONE' z-2e-) � 'Ire City of Tigard i_nposes an annn.jal Business Tax wh Ch M-qt be kept current on all persons doing business in the Ci Do { _ — City, you presently have 3 current business tax? YES ) NO ( ) U.L. Label f PROIOSED SIGN: (Check as many as apply) -- PER,VW 1T (. ) FREF--,�DIG ( ) FREEWAY ( ) T'EMFt1RARY ( ) WALL (7O FLDCTRONIC ( ) BILIPOARD ( ) BALLOON ( ) I SIGN DIMENSIONS: _2_' X _ TUM, SIGN AREA (Sq• Ft.) Z ,7-S —� - —' � C°� �-' F AREA (Sq. Ft-.) : ---- a 4Y WALL FACE:HEIGHr PRaJEXMON FROM Wj L: -- IT-*,"U NATION: YES (-X) NO ( ) TYPE: I copy: KiT'rRIAIS: OL- c u. E>aSTING SIGNS: ACM-NISIPAT]VE EXCEPTION. N/A ( ) APPROVED ( ) HOW MUC[i % OO MEWS: ARM ( ) HEIGHT ( ) PIArWING DEPAF�;YI All sigh permits trust be a` A - Peppit FY-e: /G p. y JUL-20 09:55 YO M.-ELECTRIC-SIGN-COMrANY 503��hic 1GJ P02 07/20/94 (19:36 ' 503 914 7297 CITY (IFIGARD T IOJ002�n02 Post-It'"brand fax hansmlttal memo 7871 +or p•p«+ � Permit No. � - r. 1 J JF TIQR) 1 t�a Y Z.11T7r" w M _ v c T APPLICATION I �� _-it l:rV the work iixticated or as shown in the 41 piares and &per__t I cat,arks_ .'1c;N �TICi+1 AUUI��S: �kCtt�yy ___� .. ____ _•._ 7btiiNC1: NAME OF BUSIN�.'�; _�-�rC � peAFP �'�.�.,.�_-�.. •ICW/Af:ENI': Sb 3 - �� " cxx�ANY: _ ;T C.-O PfIO[1E: Ly' of i'i .:� tY 4ard iVPotceS an arauaa.l Ausizwsa Tax kizich waist be kept: nlrralnt on all P doing busin*" -n the C3.ty. Do you prOoent:ly have A current busMWW0 tax? No ) U.L. Label I PI�I�6FL 5Tt�1: (0v%* am Deny as awly) PE*wmNr Ix) FR [d7IIdG q ) UIFifR ( ) RMaDAun ( ) AALIDOI ( ) SIGN DIriFNuEMS: .�� ---___�__ EXP:I:�t ON DATE: TMAL SI(;tl AM (sq. Ft.l; i $'o _ /C � r)o' RkU, AM (Sq. Ft.),-, _ WH.IJ, FACE: tJGR 7 MCIGHT (Ft) PR�1"7C':I'ON FTLI1 WALL: 1U'WJNKnCN: IVO ( ) TYPE _jjr l � S: OL1 � >r7CI.4!',II4G STc�1S: _ I��.P.•I.�,„� •_�+_____ ._ _� __ 1hUi CNT9.I7vTI4E Fxt'FPI'1(N: N, N ( ) ATTR NM ( ) WW K --% Czrrirxzs: AM — — — Tot—,— AU s - �IIit1S�e• � inn Permits meat be aLi=M"nied by a scale drawing aM plat plan. T.f Vark autharizerd under �.JB►: —_ -- a sj� pEamit has txat 1 �Plet�ad v3-thin ninety -- 'daYs ai't"'r the i_.Sanae of the1.t, the permit ----- awl P ru11 at=i vo' ., YM ( ) tJI) ( ) I - IOU _ Ei�x'IItIC7�L Pf1ay1T MWIM: YIRDW CMM of THE _ M BY 'IHF. ` 2Srr REWIPM. YES ( ) NO ( ) / 11�anLI Address '�' b 7 F'02 Yt�IG-EiE.'1'TRiC-SIgN-[Cw1AANY M S03P.14"1;9 71-I�-cl7 09:38 OA FAM to WE mm enc +F/Kr air. FLW 265'—e — 303W-23 YE LM FACS iJFJi MUSE FW OURJE ' snMS To t tenon NJA TMCWS mKWMSLUE i I1A ISC 4` EAST ELEVATION ��ICCC z - - SCALE: 3/32' _ -C" QO►KwL at 3) --- - 'o`—`.--� �n 1. fi+cEs M/,sr SURF. Fxic 3630--23 YEuo.r FAO --- ---- - -MUO-36 9LUE sur O(PLW TROAC IPS TO K '-AK BLUE ♦ ')'r;,Ss7 ( r 125'-0" Z (,j r z.. fir 1IG.4"ttD y WP-7.T ELEVATION _ SC11L�: 3/JT n � -- _.;-�.s:.:�a�.?�i�:.. -��"��+•=_ri-- .- ._-�:.�..�..c.e.��.r -� �—'4-=..-•-- - - ---- ---fir s �. ...�..�..•tom-..i' .-f �4�'1"'�.- - .` _ _ i..= _a ter_.. ' ..��_3--71-- - a. ►r.:r_i.��e_i.��-"�_ +-, _ -..w.:�-a._ .. -•--•-mow ._a.•��..� .-_ 'rte-��.r.�+.��. +tet,.++ 1am "'•_•�••�•�••�•••.��• v-rt. EIISIQNS APPPC'/ALS r1iSTOuER 10141 .A+110ra a ..a�.moi.a•.w r..r..� �J ` �--- r r�r w rM s^ .rwsrr s _r r s �- sires y� r�"i i - _.:�� r�r�rr�est �r.� .... ... �- ._ ---. _— �or�fty u►n -/�"L�'R. ��-�+ — :ac r-�r 767 — I a� � -e am PLO w/ltr ww►. Fair YQLM FAQ _ eu,E cti. auuMMe i,L AES ME hal Mum — J SE dwt Mux PHL.4flum DE."lluouT - ! SS 1 1 EH-'-)*T ELEVATION SCALE: 31/32' � ) -M Pm M/1 ST SURF. ril! _ _ fie.%11 C1"n'IT !`octi BILYUI OtmwE rAM - - - --- -- - F f M ME 11pw MLUQ 9E amw @UK 1 I FT TIGARD i VSg r�Le t�✓l�tG ul I ` /�• WE-'c•T ELEVATION SCALE: 3/32' --�".£_'"e=-tom--- --.��.:....�--�-+.. ..�-:s��:i��LY:�--:,•e----^•.,t. ..� ._ -.brz �:�-:�_—_i-'.��.�a�sc"fr_a.��u -- - - -- ,---�-+�i...��.-�_= }'; -_ �.�_-,�-� - — _ - - - - ------- T = _ _ ---• - - -` ----_-- <-- - -- - -__ _ - ' _- _ - - —______ - ' — -- -_ -_ -� � is 1W REVISIONS APPROVALS cuGmwEacuslomm .,,,,OM ,� •n s. FUNUM NO. �r d � .•... .". _ _. _� �� _ 014 - �,�i,�:� - II air t. t' • T: u, SIGN PERMIT e•x. ,i PERMIT #: FGN94--0132 DATE ISSUEL. . . . : 07/20/94 EXPIRATION DATE: 1e /�* /aq PARCEL. . . . . . . . . : 2S112DA-00200 ZONE. . . . . . . . . . . . I-P BUSINESS N!ViE. . : OFFICE DEPOT SIGN LOCATION. . : 15060 SW SEQUOIA PKWY APPLICANT/AGENT: NATHAN FANKIN BUSIFESS TAX NO: PERMANFNT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) ETHER ( ) BILLBOARD ( ) BALLOON SIGN DL ENSIONS. . . . . . : 2' X 11' 8" TOTAL SIGN ARSA. , . . . . : 24 sq.ft . WALL AREA. . . . . . . . . . . . . 6625 sq. ft. WALL FACE (DI:2ECTION) : S SIGN HEIGHT. . . . . . . . . . : ft.. PROJECTION FROM WALL. : 5 in. ILLUMINATION. . . . . . . . . : INT DESCEIPTION OF SIGN: PERMANENT WALL SIGN. Dimensions: 2' X 11' 8" = 24 E care feet. ..ATERIAL.S. . . . . . . . . . . . : ALUM/PLAST EXISTING SIGNS. . . . . . . : ELECTRICAL PERMIT REQUIRED: YES BUILDING PERMIT REQUIR1:u. . : NO ADMINISTRATIVE EXCEPTIOYS. : N/A PERMIT FEE: $ 10.00 (1. APPROVED BY: DATE: 07/20/94 s T Rwlk-wl -R, i" F } t a ';1NAIDAYAIIiI�iw.a,....... " ._.mrv^:*•«nhuk'�K �'.PdNyutt4mee..xw.n.en,r+.,,e >ria+..w re^� _ ., ,. .. .. Permit No. � CL'rY OF TIGARD �30 SIGN PEM-T APPLICATION The applicant hereby applies for a permit �r the work indicated or as shown in the accts panying plans and specifications. 1 Cc(•!(�� IYIQL �G•\tGv.JS��t �70ICr, �0�_ SIGN L,'�ATTON ADDRESS: �t C -1' f • NArM OF BUSINESS: �� ISS LQ� ( /��( � `�t� > vo le4 11 S-"5G APPISCANr/AGENT: "�1 c�., CXWANY: y� C2 .PHONE: The City of Tigard imposes an annual EgLSjxw,s Tax which must be kept cutrerit on all per-,;(rZs doing business in the City. Do you presently have a current business tax? YES (X) NO ( ) U.L. Label # — -- PROPOSED SIGN: (Check as many as apply) i PERMANENT p() FREES�I NG ( ) FREEWAY ( ) l TQq-'ORARY { ) WAIL (-V FI E)CIRONIC ( ) 4 aLfER ( ) BIT-1130ARD ( ) BALs OON ( ) SIGN DIMENSIONS: E} IRtI �, : TC7I�1I, SIGN AREA (a. Ft. /c-a p—Q• ' WALL AREA (Sq. FL-.) : — WALL FACE: — NC ?- ��.L?h�. ► 5-7- , HEIG-fr (Ft) PRQTF)MON FROM R,-j-LJ: ^�l _ IT�NATION: YES (x) NO ( ) TYPE: Lr, t1 COPY: L V'= 010 . MATERIAL S: OL,,7,-C EXISTT NG SIGNS: — i i ALII2!ISLRATIVE EXCEPTION: N/A ( ) APPROVED ( ) HOW MUCH f MM!EMS: _— AREA ( ) HEIGHT ( ) f _ l PIAMIITIG DEFAjUKWr All sign permits must be aeampanied by a scale -- Permit Fee: X, /� �J _ drawing and plot plan. If work authorized under I as sign permit has not teen ace pleted within ninety daysAPQpg-ved %q_ after the issua,ice of the permit, the permit Date- —_2-80 'R�1 steal]. become mill and void. I EUDCl'RICAL PERIJ'1' I C '1F'Y THAT I AM THE REr-XMED MIER OF THE SID: YES C'1 NO ( ) PROPERTY OR AN AGENT' AUIMRIZED BY THE OWNER. BUI DI WI PERMIT RDQ[JIRID: YES ( ) NU Applicant's Sign cp/BMVERMT Address Telephone N:\W0M\ar14DEV\ '' . ....I �• ' f a �sY rA t. 1 �' a 7" � IY^.NfM'kv!xl'MMAxIs...,..,,_... .,.... .. ,..rwnxA++..,.s..... ,_v.+!rM,n..nwa_...ro•:w.._..-_ . ( ,L'II ' ��A+ Tl1L-210 09:SS YUJNG-Er 17,^TRIC-SIrN-COh gtq-Y Phi `032142'l69 F'02 f 07/20/94 (19:36 V501 884 7297 CITY OF TIGARD f 1(9002/002 Post-R"brand tax tranemlttal memo 7611 r er r+�9M' Z L��:17177 f Permit No. 54(Q N-I1P one r JF TjC„11M T APN'LICATTcN (3 35 _•...it Cor the work it rd.icated or. e� shown in Lhe � - r—Y�� PaarL And specify atiorls. 1(.N i�TICN CcrrJ()rYlaL �.c.�M,��.�.+.�56(1uDIQ�ck ^^(f NAME OF BMU4E,S: APPLIC}Nl'/31fiFF2/Ix: N� r r'11j--- CCWAW.r: CQ St53 PP,nrrE. _LL.O ltw City of Tigard JjRrvps rnrt ata�ual b'trsity TUX Which nnlmt : i peer scyrnr doing busir~ in the C3.t. Lb kept CU2 CA It on all Xl , you pr'6sently have a current busirwva tax? O mo ( ) U.L. Iabei P;CPOSEa SI(N: (Cheek cup many asMaw i mfr TFMPO «) MRS-4MIM I FREEMy MEER ( ) R.LiZSj 7U ELdVG ( ) D�IIZQCki ( ) SIGNQr : �-�Lf pps('�Ea' (Sq. Ft• ,� FXP ,c cw MW: A IUUGU 1'�7DC'ITtJN FIiC>r4 WAIT, FAC:E: ixAl i,: -- �T 17'SCN: YES V4 101 hXn�"T'IZX` SIcQdy: EyCEMCN: N/A ( ) AF'PI�7V,FD --- - - ---- kmk IM MilCl.- s, ------------- A11 s19n Permits Aust be RMnTianfed by fravirg and plat Llan. It work iWjthM7 Zex1 under 1 � ---- -- A Right pm-mit has not barn aanpletad vitfi'.p days a tQr the i-EMU IDD Of t)s perrmit, thQ pmt -------- ---- Shall boonma t null and w' . II.�k�tICAL p '` YFS ( ) N(r ( ) P - IIFXURM ONM OF MM BUIIAIM Pp;MTBy 'MTS UMM. REQUIRM: y} ( ) No ( ) 1 Mont, - 20 W N:\W0M\(XtgW\ eptum� P" YO-tr-+LV-MTC-SIrt-C.CM1pgHY PY SOX>- e 169 JUL-20 09:ata YY r SIGN PERMIT PERMIT #: SGN94-0131 DATE ISSUED. . . . : 07/20/94 EXPIRATION DATE: 40 /2P/qif PARCEL. . . . . . . : 2S112DA-00200 ZONE. . . . . . . . . . . . I-P BUSINESS NAME.. . : OFFICE DEPCT SIGN LOCATION. . : 15060 5W SEQUOIA PKWY APPLICANT/AGENT: NATHAN RANKIN BUSINESS TAX NO: SIGN: i PERMANENT ;X1 FREESTANDING ( ) FREEWAY ) TEMPORARY ( 1 WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( BALLOON ( ) SIGN DIMENSIONS. . . . . . : 2' X 11' 8" TOTAL SIGN AREA. . . . . . : 24 sq.ft. WALL AREA. . . . . . . . . . . . . 6625 sq.ft. WALL FACE (DIREC'TION) : N SIGN HEIGHT. . . . . . . . . . : ft. PROJECTION FROM WALL. : 5 in. ILLUMINATION. . . . .. . . . . : INT DhOCR7PTION OF SIGN: PER4ANENT WALL SIGN. Dimensions: 2' X 11'8" = 24 square feet. MATERIALS. . . . . . . . . . . . : ALUM/PLAST `yY EXISTING SIGNS. . . . . . . : ELECTP.IC.AL, PERMIT REQUIRED: YES BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A � M PERMIT FEE: $ 10.00 APPROVED BY: DATE: 07/20/94 .. _ ..�,. •`^�`T ,.w. M'F'"`�erlshMT"^F'b"Y� ' vr: nF•,h.. :a.•R. r^�. r _v '►�1y ,,.�. wrt ' i Permit No. CITY OF TIGARD SICK PERMIT APPLICATION The applicant hereby applies for a permit for the work ind-icated or as shown in the aoocaranyixxr plans and specifications. SIGH! L CATIc)N ADDRESS: C-P,oa` Z : _ -7 NAME, OF EUSZNESs: _�� tsL, APPLICANT'/AGENT': CxMANY: � The City of Tigard iaPoses an annual Business Tax which mist be kept current on all perscxis do'N business i_n the City. Do you Presently have a cairrent business tax? YES No ( ) U.L. Ie el I PROPOSED SIGN: (Check as many as apply) UG) FREE-,I'ANDING FREEWAYTEMPORARY ( ) ( ) WALL (� ELECTRONIC CfH ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS: 2' X I j _ TMX. SIGN AREA EXP�A�Cxd ATE. (Sq. Ft. FULL AREA (Sq. Ft.) : — WALL FACE: NCf2?F/, �ccl7 h� is) 5-r HEIGHT (f') 2S' fie --- PR0.71:7C'I'ICk1 FROM WALT.: l_ - � . I U-NINATTON: YES (�(') NO ( ) TYPE: r� Copy: E MATERIALS: ALJ EXISTING SIGNS: AUIEMSIRATAT EXCEPTION: N/A ( ) APPROVED ( ) HOW KJM CCMM NPS: AREA ( ) HEIGHT ( ) DEP /AFZIl�¢NI' / - All sign Permits must be acoc�nied by a scale -NI ee drawing and plot plan. If what authorized under { a sign permit has not been ample ted moved within ninety --w _ days after the issuance cf the Permit, the permit I; ---L1�-`�— &--all becl2w null and void. ELECT RIC AL PERMIT REQUIRED: YES I C�RT*1 AT I AM THE REOXCED OW4ER OF THE (✓� No ( ) PROPERr- OR AN AGENT' AUIHORIZEII BY THE OWNER. F: BUUD.ING PERMIT RDQUIRID: >r'E`S ( ) N7C) (� Applicant's SignaGre -- cp mmpme Ack3 N:\WDRD\ )EV\ re.�s C� Telephone i ..r 3•• �r �, � a. ,u � JUL-20 09:SS YOUNG- ELECTRIC-SIGN-Cl1MPHNY Q� 5032'14 '169 07/20/94 (19:36 ZT503 084 7297 CITY OF TIGARD Id oo:loos Post-It"brand tax transmittal MOM 7571 00104,- - 1 , - Tri Pezmit NO. �(0 .�- rr�� • T 7! '�;o. Z�`I- 76 T AMUCATION t 3a 35 _.tilt Z1A the work indicated or us r hown 3nLtmw 114 Plate And spQciflx.atim_3. Slc.(T I�CATZCN ADMMS: NAM OF SUWc_S: Pj APPLSCANI/:.rF?Jr: A- ri.� �` _ CL]NIpAN�t: C� H QJB: City of Tim 9 an atlra3al B .;bw4s Tax which Trapt be f pa�ll,a. doing b�sin+� an the C3.4 . Do yan plrwcsrt]y have a c reent busin�lta tax?] :'F_; ?X No ( ) U..L. Labtel I�C1I��Pn SI�C,'N: (Check eta oWW as—�� ) TpG) F} .INMIP1ty FREEMAc� ( ) t4p►IL �>U FAY lIC ( ) ( i 8Ct,LBr]ARp ( ) BALTDON ( ) SIQ7 pIl'ffNST[�'75: �� f �� TMAL SIGN AREA (Sq. Ft) -S� EXPIRATQl 1)4\TE:Qty � iAIt, ARRA (8q. I't.): --- -- /c_s�Lp _. _. Mia, FACF: ._.1 �7` —_ ILLLMIr>A2'IaN: i(ES NO ( ) TYPE: ►��r hDlTlr3itALS. AL..� ,�;— �, is •-5� —_��. SIGNS: h1C11_5 .__ '- N/A. ( ) APPFCC M ( ) IlrW IIUC_ _—_>� ARS ( ) HmctlrETANNTM- ( ) nvb-R / A11sign poMits Host Lye a �--; �ritt� erd )t7k by a Sole dta =_-=- a al0i t yip has rent.'f �k authctized under days ;.Xter the a ssuaMeted �eitnirt ni.tlrety Shall rn111 and vpit� the Fyerttut Y ��',,G` RIQCIIFF�: F.S W)( ) I P A VID OWM OF TM IM rly raW q* T . Ii<.irs]D7NG Pr1�QT � FLD: YES ( ) ND ( ) / 1 t, N:\�\t2:�aRV� Adch�ss 2eZ�eleph�xre� P'"? -�' -ELt`-Tr.Tr-�Ir,N-CL1MP!�{;v S03P'l-1': 'Z 73 TUL cl I Il+:3tl �' �.t�t!(�taiditslpp�y9�FlnFaFlmil�' s�na<{gjwy•rzyys _. I•�9��r r r 1 cJ rG Q f�a'V„�C)t r ; K00 o ,1 �L O 2 � P` M `3 � � Zn "\n C � t9 fl: � 1 �V 1 In to 1r IN r;. } r f I; 1 it , 14 r Y ' t.. `, -.r. �•� • `� $�v�'i'I K$�� " "��: S ,t4;ih'" .�;i M•,. yf�.l. r. �'�r r (.il a� y� A '��''�I lit — uj I f ' I 'T � � 'fir 4 '•. - �'1 D f ; r. ' jI ? 2•".•p�Yv ';�,', _ r, d. ,.(J . ;;- ',h .fl .. �� li, f �,��,, • - Ca _ , j� aim J 3 An Q CJ J" 'J I �� b b ' v 9 � _ j r I' a Ak I I -' I I • R .JET � t ( t�"' ''�ay' •`'� � ti � - p :,,f .�, ''t n.' .i , fii�'. � i 1b1 '• �y � rr 7 x '1° � .� I� � k� I Atli i `x' '�;y?' `,cN,�, s`.�i�.: rh. ;hf .� ��T�'1;: .•:' b ��1�s; --�'4�'A:, �,�� .Gj _ Air r�,, ittlt[:ffrfi ;,yrs 7 _I,f wr• �. y, �. r1 .f r;. • .�< �� «f.,.� t, � Ids },� '.1.••4 � •::1 7 �`tw,�� I^ t � �'�. ,:�7��Mtr 1,4�•, �f,• r(f .�y�tYrs.:,� — y ��'Y'r�t_ , x r�r� ;r.j+'�') •?t�`}•� ��••• ��1J+,�`?. -• F � ��ry. �� f� P• fw� � tai. •.i rA ��G1' � ��, .� 1r � a id r� MITI-- �111111111111lk19 k July 11, 1994 CITY OF TIGA,RD • �> OREGON r, Pacific Realty Associates / 15115 SW Sequoia Pkwy, #200 Tigard, OR 97224 i i NEW TRAr=FiC IMPACT FEE FOR OFFICE DEPOT - BLDG. 235 Effective July 1, 1994, the Traffic li,.;.1act Fee rates have been raised by 2.0 percent. The rates were increased by the Washington County Board of Commissioners to reflect the ?ncrease in the cost of construction. The Countywide T,affic Impact Fee Ordinance requires that all IIF assessments which were deferred to occupancy and not paid prior to July 1, 1994, must be recalculated at the new rate. Our records show that your TIF assessment for this project was deferred until occupancy and is theieforc subject to the increase. This re-calculation is not appealable. The traffic impact fee for this project is now $44,423.00. 1 am enclosing a copy of the worksheet which shows the new calculation. Please call -ne if you have any questions. i I I l/ -?Jerree Gaynor Parmit Specialist c: TIF file Building file 13125 SUV Hall Blvd., Tigard, OR 9722 (503) 639-4171 TDD (503) 684-2772 ' . 1 6�'. •'� �a '1''M�11Ef +vnrywarr+�.w+orw+....r:. ........ w d.c n s'� t ply • DATE: PLANS CHECK NO.: PROJECT TITLE: COUNTYWIDE !� 3 TRAFFIC IMPACT FEE ANT: WORKSHEET (FOR NON-SINGLE FAMILY USES) MAIUNG ADDRE CITY IP/PHONE: RATE PER - :� .. /L--ev7 JUA-Ug USE CATFEG RY TRIP TAX MAF RESIDENTIAL_ $155.00 % /--P- B 'B INESR AND COMMERCIAL $39.00 SITUS NO.ADDRESS: QFFICE 143.00 INDU 1 RIAL $150.00 S I-) Z/" G INSTITUTIONAL $54,00 �(�{/� < J- Dv37 1L PAYMENT METHOD: ,P 4i'y - <sys 6 4jFrK f CREDIT INSTTRfTIONAL ONLY: BANCROFT PROMISSORY NOT LAND USE CATEGORYESCAiPT10N OF USE EKOAY AVG. TRIP RA WEEKEND AVE TRIP RA TT DEFEF'TO OCCUPANCY J CC" BaCIS: " --�--� GG � �� .l c.� :�Y/J•7Z�-ice IJ �-t'�/ CALCULATIONS: .r �?f1`• coo ,c y'c' , �, r � 3 moi. ell =4""111, PROJECT THIP GENERATION; - FEE: ADDITIONAL N07ES: / FOR ACCOUNTING PURPOSES ONLY: RO.AU AMT.: G - o ^7� `/G' jL•'fi�(r.4 TRANSIT AMT.: rnG S j C-2 PRE PAR95 By; CC: WASHINGTON COUNTY TIF NOTEBOOK % form tif10 ......... .... ! CITY OF T1 CARD COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT 13125 8W Hmll Blvd,Tlgard,Oregon 977.23.8100 (503)439-4171 'ERM IT #. . . . . . . : BUP9 k—•0115vi ORTL ISSUED: 1016/09/94 PARCEL: 2S 1 12DA-10021210 SITE ADDRESS. . . : 15060 S'4 SEOU010 f=KAY r' 'I SUBDIVISION. . . . . ZONING: T—P FLOCK. . . . - . . . . . . LOT. . . . . . . . . . . . . . REISSUE: FLUOR Fd Fl,il:i - -- - — .- EXTERIUR GALL CONSTRUCT ION— # CLASS OF WORK. :NE.W FIRST. „ . . :28 +00 sf N: S: E: W. TYPE OF USE. . . .-L:Uhl SE.CUNU. . . : sf PROTEC1 OPENINGS?-------- - T YPL OF CONST. :5N THIRD. . . . - s f N: S. E: W OCCUPANCY GRP. :B2 TOTF�1_ - -- - 28210111 s f ROOF CONST:C FIRE R' F "' : Y OCCUPANCY LOAD:9100 BASEMENT. : s f AREA SEG'. RATED: GTOR. : 1 11T. :`S ft GARAGE. . . : Sf OCCU SEF'. RATED: NSM I ' : MLZ L'?: REUD SETBACKS----.._._._._ REUU I RED-------•--- •---_-_ F LOUR LOAD. . . . : p s f LEF 1 : ft: RUHT : ft F:R SPIKL:Y SMOK DET. . : OWLLLLNU UNITS: VRNT: ft HLAR: ft FIR ALRM: HNDICF' ACC:Y FaEDRMS: BATHS: I 11 SURFACE-: 1230VIO PRO CORN:Y F,ARK ING: JALIJE. $: 17E130 Remarks, : Office Deoot— Interior Only ' ' NO CERTIFICATE OF' OCCUPANCY UNTIL ALL ! i_UND I T I ONS OF" SDR9:a--0023 HAVE BEEN SATISFIED I Owner.; _____ _._.--------__._. ___________ __.._.___.___.___._.___--___—• FEES 1'ACTRU`;T type amount by d..;%te r-ecpt k'RMT f 615. bO SW Ob/09/94 — 1-'1_CK If 400. 00 SW 0(,/A1)/94 _ IFI .�,F'C1 $ 30. 78 SW 06/09/94 — 1 hone #: TIFD t 41;10 14. ilt 0 3W 06/09/94 `..Orttactor 11. L. GREEN 1.51 i 5 SW SEDUO I A BLVD, SU T T E 200 r'1 CARD OR 972c'4 'hone #: 624-771 7 f 441660. ;=18 "fOTAI_ 41328 RLUUIRED INSPECTIONS --- 'his Pet-sit is issued subject to the regulations contained in the Framing Insp Tigard Municipal Lode. State of Ore. Specialty Codes ann all other I n s'.11 at i On Insp applicable laws. All Mork will be done in accordance w,,t11 hyp Board Insp approved plans. This pers,t will expire if work is not started Sr.lsp Ceiing Insp I within 189 days of iso ince, or if work is suspended for sore Final Inspection than 188 day;. e r m i t t e e S i g n a t i_r r e. s s i.r e d B v. Call for inspect inn - 639-4175 �i . i i Commercial BuildingPermit plication_ City of Tigard r 13125 SW Hall Blvd. 9 � Tigard, OR 97723 (503) 639-4171 Jobsite Address: E PST o f S E Q v o�A �P.2,c i s n�; ,.■�.... 50�_-rNp��AR"� Di `�-- , ��s� e,: I S-. Office Use Onty -- enant: OFF\CE Suite Valuation: 7� i 3O t I uT G,0.+on g� V•QUT Pfanri•JRec# l L� V'9 '' Permit# 7 _�. � 'Owner: �P={�C Yi�J S"1 _ �I�C t "r 1 L g.�!>l.�T-Y $: ,.4.,,,w„ Address: S 15 j� S Q k� C)11� PK�J i � h�fl d 11 Q --- rovatsR_outreu q _ ZZ4- _ Planning Phone: 2 4 63 O0 Engineering T -7-t f �+ Other A Corn actor: _L, G RF E PJ - > rb sDQ�3 -ooZ 3 -c o Addr3ss S I S j'1/.1 , �� Qua A {'I-hoof u- Ty{-,e of const: g- N �)M7 L-A ti D �� , -7 Z z ' Occupancy class: Phone: (p �r�� ' (0 3 O O W 1 Spy�nklered? es No � -16ontractors License # 3� _ (attach copy of cur rent Oregon tirrnsai Sq. ft. of project: Z 000 Story (t st, 2nd, etc.) ST Architect/Engineer: ! C k�"��S�t i + ,St Proposed use: S1-* CoVA—rr NnQtL6L-3 nE�a�iS ��C: D5 Address: rl 03 Note: Plumbing A mechanical pians must be submitted at time of PC%R L-A►�1 D G 2 , q�2 O i - building permit application. Phone: Z7-4-. CIS -10 - --_ / 1 r,OMMENTS: _OFF'IC'E 'S 0-f IPU'-f wl�C�l, �`YrLC C L_ 0(-r-( . _ 5178 �3 oc.23 Foe Qt i' ( VLDcO CN�C_;� SHL i 224 ,q S 7 G Applicant Signature R PhotQe , nftr LkReceived by: � Date Received: � _ t e i Pemnit # Account Description Amount Amt. Pd. Bal. Due {f () I 9 t 1'60 Bldg. Permit (BUILD) / Plumb. Permit (PLUMB) Mech. Permit (MECN) State Tax (TAX) Bldg.- Plumb: ldg.Plumb: V Mech- Plan ech Plan Check (PLANCK))C ) Bldg: Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) ' - I Parks Dev Charge (PKSDC) %11P Storm Drainage Chg (SDSDC) Residential TIF (TII=-R) i Mass Transit TIF (TIF-M 1 ,25-21 Commercial Commercial TIF (TIF-C) Industrial TIF (TIF-1) Institutional TIF (TIF-IS) Office TIF (TIF-0) _ Water Ctuality (WOUAL) Water Ouar,tity (WOUANT) I Fire District (FIRE) TOTALS: i A .,y. „�,, ...,+�, � n .+-... �.+,.- . .4-, v. , ., .-, r-ew - ... ,.« �...fir , ,r.. e' .4 •w,,,,1•....� � _._: ..-. i Page No. 1 CASE HI9TOPY FOP CASE ND.: BUP94-005U PACTRUBT 15060 .9W 9&QHOIA PKWY 04/31/88 ACtiCU D6043riDtion Pt q/ 0chd/ Wd( Action Notes Disp By Update Upd By Code - seta Dane Dcne -__---- - ---- Data---- __.. _---- ____ -- -- -" ---- tL. D RUPCO07 Application received / / / / 02/16/94 01/24/94 MAD �.. BUPCOIO Plan check deposit paid / / / / 02/16/94 02/24/94 MAB RtfPCO).0 P1 an check by / / / / 03/27/94 APPP MB 05/17/94 MAB BUPCOtD Check for prcl. restrict. / / / / 09/19/95 PASS JDA 09/29/95 JDA BUPClOO (P) Issue permit / / / / 06/09/94 PA99 JLQ 06/09/94 BW RIJPC740 Framinq Map / / / / 06/63/94 PA99 TLP 08/03/94 TLP BUPC750 Insulation Inap / / / / 08/05/94 PA98 TLP 10/12/94 TLP BtJPC760 Wp Board Insp / / / / 00/05/94 PA89 TLP 09/08/94 TLP RUPC799 Final Inapecticm / / / / 10/11/94 PASS TLP 10/12,v4 TLP BUPC950 (F) Issue Cert. of Occupancy / / / / 10/11/44 JF 10/17/94 JF Rtt:+C960 Case Finalcd / / / / 10/11/94 PASS TLP 10/12/94 TLP U rj E; ( I 'tl ,l ,+M,,y. „s ...yw tea.. ,�, .�,..a. „br--•�: P,,.wp .�_ P • t Hydraulics Summary sheet DELTA FIRE, INC. Designer: ANDY CAP'ALES 14795 S.W. 72ND AVENUE Calc By: DWAY14E L'1GCPC !• PORTLAND OR 97224-7952 Date: 7-6-19941 - Project Information Hydraulics i OFFICE DEPOT -iformation SEOUOIA PARKWAY AT CARDINAL Demand... 1 TIGARD OREGON Spr Req'd 56.71 PSI Spr Req'd F!,,: 864.62 GPM ` -5263 Add'I Flows: 0.00 GPM Contract No: 94 Hose at Srce: 500.00 GPM Building- PACTRUST BUILDING #235 Total Flow: 1364.62 GPM System ID: Total Pres: 76.86 PSI . ! Rei. Drawing No: 2 OF 2 Static Elev: 0.00 Ft Supply... Construction: COMBUSTIBLE Water Flow Test Occupancy: WAREHOUSE RETAIL FACILITY Static. 100.00 ')SI Authority: TUFBP Residual: 96.00 OPM City Flowing: 2160.00 3PM Elevation: 0.00 Ft 1 1 System Information System Type: WET Dnte:.______ By: - --- - - --------- - Hydraulics Design Criteria Pump Data ` Density: .38 GPM /Sgf-t Rated: (NA) PSI@ (NA) GPM �. Remote Area: 2000 SqF t Boost Pres: CNA• PSI Sprinkler Coverage: 76 SgFt Discharge Pres: (NO) PSI Design Standard: N.F.P.A. It231C Discharge Flow: (NA) GPM Hazard: Combined Figu-c: 6-11. 1D Curve: E Static: (NP) PSI Residual: (NA) GPM Sprinklers / Nozzles Qty Flowing: (N(-) GPM Manufacturer: PELIABLE Model: G '>rtx;At!N ""ty f1A! IAA113HAI vtailable... Size: 3!4 APPPUVED, , , 98.29 PSIe i3E4.62 GPM K—Fac'ar: 8.?0 (r(ONpITIGNIgLLY APP' . . . . . . . FW 76.86 PSI@ 5573.11 GPM Temperature Raf ing: 286 PIOVED • APP1,10VA. F P Nil ;D 46T,W APPA C - �M13,t A FRSIt3 8, 19R�k. • TAG OLE rgin... "I Pressure: 21.43 PSI I PLA C4i7 NIE _ - Flow: 4208.49 GPM —. --- - -- — - A l Sigrr-ict Cynarynlcs Corporc tion ' ,;� U CoPylight 1992. AN Right• Ress'"d 7700 'lylroulrce •,Gxn i x,:f ._.pW. .. -a ,5t -.+w w. ......,y,...- •.,, �q n a few..... A ; CITY �'�� SEWER R CONNECTION OF PERM IT PERMIT #. . . . . . . t SWR94-0107 COMMUNITY DEVELOPMENT DFP/A)9T,MENT DATE ISSUED; 06/09/94 13125 SW Hap Blvd.TICard,Oregon 07223.9199 (903)859-4171 g-4171 PARCEL..: �b 1 1.=DA-0000 5I TE. ADURESS. . . : 15000 SW ULUUU1A PKWY SUBDIVISIUN. . . . : ZONING: 1-P PLOCV. . . . . . . . . . . LOT. . . . . . . . . . . . . . T'E:NANT `4AME". . . . . : LISA NO. . . . . . . . . . : FIXTURE UNI'[S. . . :61 t�LASS OF WORK. . . :NEW DWELLING UIq I TS. . :3 1 YPE OF UbE. . . . . s CUM NO. OF NU I L U I N[y5: INSTALL TYPE:. . . . :BUSWH 1 MF'LRV SURFACE. . : : s f Remarkss Office Depot-- Interior Only ! '. Owner: _ __._______.---________....__ ...___-.__-___._ ____,_.___________.__._.____._-•- FEES ---.____--__-_- OACTRUST type amount by date recpt PRMT .I 6600. 00 SW 06/09/94 - ["hone II: ,..UIV i NALI OR NOT ON FILE 4 i ----------------------------------------- �r11� #: $ l5b00. 00 TOTAL ------- REQUIRED I NSPF CT I ONS -------- his Applicant agrees to comply with all the rules and regulations Sewer Inspection _ of the Unified Sewage Agency. The permit expires 188 days from the date issued. The total amount paid will be forfeited if the oermit expires. The Agen^y does not guarantee the accuracy of the side sewer laterA k. if thz sewer is net located at the measurement _ given, the installer shall prospect -' feet in all directions from the distance giver. If not so located, the installer shall purchase a "Tap and Side Sewer" Permit and the er v will iris+•al a lateral. /( tL filer mittee Signature:iied Py ✓ -- � l lr Call for irlspect iorl 539-4175 ... . . -r.,• p...�,,..,, .. p.•ti,•�-.-.y�tiry..r*rw ,*,yp,..r.. ...► r ... .,.•,I,r .�„ rya .M a•°,,� ,►•• r r • UN 1 F 1 ED se:WERAGE' AGEI4cy OF WASH 1 f4GT01V QOIJrI'TV 1 r 1 Xl URIE UfV 1 T ftAT 1 NGS 1DTAL ` TOTAL J FIXTIA2E VALUE jIl e� Sf�P.i� MJM[IL71 NUMBER " .. RAPT1 STRV/FC]NT 4 BATH - TUB/SHDWER 4 ' JACUrZ/ZHPL 4 •��• Q ar I COR/WATER ASP 1 1 D, 1 O11/ASi'IEFt '- Comm" 4 DDUEST 2 OR 1 NK 1 NG FOUfVTA 1 N 1 FL.OL]R CRA I N - 2 1 NCH 2 3 / 3 1 NC}i w 6 h -- 4 INCH 6 GARRAG E D 1 S OSAL_ I - - DOM (TO IMI "Pi 16 - Cx7M4(TDs HP) ]: - IND(l7✓CR S HP 48 OIL SEP (GAS STA) � 6 SH13WER= fi/IfJG 1 STALL 2 S 114K - BAR BRADLEY S CG'MWRC i AL ] SERVICE 3 _ WASHER. CLO7ME.S 6 WATER EXT- 6 WATER CLOSET 6 -- 51. UR I NAL Fk value this ten G IDU - this tenant - Run. fX Yd._libldq Run. ®U - bldg. Selmer -wrmJ_t sw ) sw 9 - n o DATE � r�INSF �- -� TOR AL RUS I NESS _ c*/ j EDU - �a'�ZS/ J QUO 1!lf !ILLtN PERM 1 T NO. TAX MAP/LOT cOUNTED FROM 77-23 R6] ,�. i.n. ,R,..y.,-,_ ,��-.M.,.«,Y,.. h. ,Xr�„x.t vw.)►. .. .. .,w y,.« ,,��.� r._., .yr.....�,.1.,. w,.r..ys+ ..i y. M �N�'_ I +wwwne/aergMa.gt.Yt�r.w!u � 1 i Page No. 1 CASE HISTORY FOP. CARR NO.: SWR94-0107 PACTRUST 15060 SW SFQUOIA PKWY 04/21/98 Action Description Req/ Schd/ ind/ Artian Nnters Disp By Update Upd P Cale Sent Done Dane Date By SWPAv0'7 Application received / f / / / / 03/08/94 MAR SWPk010 Plan check by / / / / 03/06/94 03/08/94 MAD A WRA020 Check for prcl. restrict. 03/98/94 / / / / 03/08/94 MAB SWPAC80 (P) Issue permit / / / / 06/09/94 PASS SIA 06/09/94 SW k SWRA705 Sewer Inspection / / / / 10/11/94 PASS TLP 10/12/94 TLP �WRA720 Case Finaled / / ; / 30/11/94 PADS TLP 10/12/94 TLP I.. I _ MEL;HAN I L'Ai- V CITY OF TIGARD PERMIT BERM I T M. . . . . . . : MEC94--0 13i_, COMMUNITY DEVELOPMENT DEPA>F1' NINT DATE ISSUED: 06/06/94 13125 SW Hall Blvd.Tigard,Orpon 97223.8140 (503)839-4171 PARCEL: 2S 1 1`DA-00`01 iITE ADDRESS. . - 15060 SW SEQUOIA PKWY SUBDIVISION. . . . : ZONING: I-P BLOCK. . . . . . . . . . . LUT. . . . . . . . . . . . . . - CLASS OF WURK. . :NEW FLUOR FUHN. . . . : EVRP L:UOLLHb: TYPE OF USE. . . . :COM UNIT HEATE RS. . : 1 VENT FANS. . . : OCCUPANCY GRP. . ;H. VENTS W/0 APPL.: VENT SY9TEMS:6 � STORIES. . . . . . . . : 1 BOILERS/COMPRESSORS HOODS. . . . . . . . FUEL Z YF'Fra- - __....__._._ . _ .._._ 0- 1 1-11"1. . . . : 1 DOMES. INCIN: ` : /GAS/ / / 3-15 HP. . . . e7 CUMML. INCIN: MAX INPUT: BTU 15-30 HP. . . . : REPAIR UNITS: F 1 RL:. UAMPE.Fb?. . : 30-5111 14P. . . . I WOOUSTLIVES. . : BAS PRE.SSUREr:. . . : 50+ HPI. . . . I CLO DRYERS. . : NCI. OF UNITS---------- 1:4R HANDL.ING UNITS OTHER UNITS. - FU14N ( 100K BTU: (= 1000,21 rim : GAS OUTLETS. :9 FURN ) -100K BTLI: > 10000 cfn, : Remarks : Office Depot- Interior Only , '. rPpair units= ducts fawner: --------------____._._________.___.----.__._. ____ _ FEES PACTRUST type amount by date reept 15115 jW 8E000IA PKWY, SUITE 200 PRMT $ i5b. 0111 bW Ob/118/94 - PLCN. $ 39. 00 SW 0C,!08/94 - TlGrr+'-D OR 9 224 SKI,1' f 7. 130 SW 06/08/94 - Phone N: I Contractor. F'1ROTLMP ASSOCIATES INC. -907 N. E. COUCH WURTLA-11 OR 97c32 F=lhone ti: a--,-6911 c:?12. $0 TOTAL ti Beg #. . ,i813b: RLUU1RED INSPE.L f ION5 'iis persit is issued sub)act t; the regulations contained in the Gas Line Insp 'ward Municipal Code. State ,;f Ore Soeciaity Codes and all other Mechanical Inco _ r app'icablt laws. All %ark will be done in accordance with UI_IC_t 1 n S Deer,i orl approved plans. This pe-sit will expire if work is not started Mi Sc. IIISrgCtio)n ' within 189 days of ;sivance, or if work is suspended for :ore Final Inspect i on than 188 days. tee 81 gnat u r e Ca 11 for inspection - 639-4175 �. 7 City of Tigard MECHANICAL. PERMIT Pianck,'Rec. #_ 13121 svv Hall Blvd. APPLICATION Permit # ey Tlgaro, OR 97223 — ---�-- (503) 639-417100 T - •�ie Mechanical r QTY PRICE AMT Job 1) Permit Fee -0- 11000 ACUrns 2) Supplemental Permit 3.00 umaraee TZRS gT[T -- I 1) incl.duds 6 vents 6.00 Owner uma--7WT1 -9M• —� 2) incl. duds d vents 750 d 3) incl. vont 6.00 0 sperw@a ar,w eatorr `-- — 4) ar floor mounted heater n .L� E.00 Occupant _ en no ,nr.,n - 5) appliance permit 3.00 �peir oTFieahng,rs ny� {. — 6) cooling,absorption unit , I' 6.00 7) to 3 HP abso,p unit to 100K BTLI 6,00 _ ,d I►I� C i -------------- W or camp, iea pump,aid qr:c T Contractor a r� 8) 3 15 HP absorp unit 10 500K BTU l-1 1100 9) 15-30 Idabso:�absorp unit.5-1 mil BTU 1500 °comp, a1-fie pump,a,i Ecia -- -- -- r y ec aTlTiave re ,s ap r..s,on, 1a e _ 10) 30-50 HP absom ,it 1-1.75 m BTU 22..50 information given is corned ) 0,that t am the owner or authorized agent 11 >50 HP a13blrw or bs P of WmP.q�r nr -- — of the own,w,that plans submitted ars in complianoe with State fP unit 1.75 mil BTU 31.50 laws,that I am registered with the Construction Contractor's Board, ,r 0 ,ng un, -- that the number given is correct (If exempt from.date registration, 12) 10,000 CFM 4.50 Please give Hasson below.) r an rcog un, —_--_ — _ 13) 10,000 CTM+ 7.50 Ion portable— — --_ — 14) evaporate cooler --- 4.50 en an connec -- -- - -— - 1 F) to a single dud 3.00 --'Vgnh a on syslem no _ - --- _ 16) included in appliance permit / 4.50 scn w 17) machan v A exhaust —r,,bMas na ---- - 4.50 to be done rssidential Q non-residential 0Zj --- -Xis rxj use ov— — 18) type incinerator 30.00 building or prop.any 19) heater,solar,clothes dryers,etc 4.50 Proposed use of _- building or prope,ty 20) Gas Piping one b four outlets 2.00 Type of fuel -08 Q natural gas 0 LPG Q electric Q 21) More than 4-per outlet i PERMITS BECOME VOID IF WORK Ga CONSTRUCTION Minimum Fee=25.00 SUBTOTAL AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,Oh IF CONSTRUCTION On WORK IS SUSPENDED OR5%SURCHARGE ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME — AFTER WORK IS COMMENCED. PLAN REVIEW 25%OF SUBTOTAL 39�• SPedr+J Condtions TOTAL - _— Data issued b eawd,r►rr y ..M1,.wY. -Aft la —MIMI , { • �B go. I CASE HISTORY FOR CADE NO.: MEC'94 01.15 _r PACTRUST i• 15050 SW SEQUOIA PKWY 04/71/tt haticd Req/ 9chd,' Rnd/ Actiun Notes Disp By Update Upd C'Oe� went. Dona Dano Date By • I MECCO07 Application received / / / / 05/25/94 05/.17/94 MAA MUCCO10 Plan check by / / / / 05/27/94 APPR MB OS/27/9'' MAA MSCCO60 (F) leave permit / / / / 06/08/94 PASS SRW 06/08/94 SW MECC705 Gas Lino Inop 05/27/94 / / 07/29/94 PASS TLP 07/29/94 TLP 14rCC710 Mechanical Insp 05/27/94 / / 10/11/94 PASS TLP 10/12/94 TLP MECC740 Duct Inspection 05/27/94 / / 09/12/94 IATERIAL ARAC6 PLENUM DROPS OVER PEND GS 09/12/94 GSS RECEIVING RM !I I MECC799 Final Inspection / / / / 10/11/94 PASS TLP 10/12/94 TLP MBCCROG Case Finaied / / / / 10/11/94 PA8.4 TLP 10/12/94 TLP i I i 1 i i i 1 j i .Y• t u� iN �w..v.wNwtYNVrbYW'NW�RY/� .�i k :-FFA.7 .�T4ry"'!`!e'In ... tr• •• MAY-26-94 THU 15:00 MSA/MEI FAX N0, 5032749812 P. 02 MACKENZIE/SAITO S ASSOCIATES, P.C. ARCHITECTURE, PLANNING, INTERIOR DESIGN 0690 SW BANCROFT ST. • P•Q BOX 69039 ''ORTLAND,OQEGON 97201.0039 • (503)224-9570 • FAX(503)228-'1285 r . May 26, 1991 City of Tigard Attention: Mark Burrows, Plans Examiner • 13125 SW Hall Blvd. Tigard, OR 97223 Re: Office Depot (Interior Work) i Plan Check #2-44C 15060 SW Sequoia Parkway Project Number 293457 Dear Mark: Thn following clarifications are in response to your Plans Review dated February 24. 1993. ;tem #142 No response necessa y Information has been given to Owner. Item #3 Refer to DeVail 8/A6.0. teem #4 Refer to Sheets E2 'qr reflected ceiling plan. Tota' concealed square foot area above ceiling is Ie;9 ►-hrn 1,2w a.f,: therefore, draftstops not required in accordance with Section 2516(f) Item #5 See attached Mechanical and Plumb'ng plans, Item #6 Refer to Sheet A-30 for door hardware. All doors mentioned to have panic exit device or breakaway capabilities. Item #7 Refer to revised Detail 5/A-6.0. One-hour ceiling protection accounted for. 4 Item #e Refer to Sheet A-3.W, Door Schedule and Hardware Schedule, Item #9 Refer to Shpets A-1.0 and A-3.W, The corridor is one-hour UI_ rated and door to the retail area Is 20 minute. Item #10 Refer to Sheets E2 and E3 for exit sign locations. If you have further questions or concerns, pivase do not hesitate to call. Sincerely, Dennis R, oods PPA:DRW/ks T �' COPY ttt`PLICATioN - STREET' IMPROVEMENT/EXCAVATION TO: /'�1� �~ \ I; (WFIITE)-FILL ORDINANCE NO. 74.14 _ CJI 3 (YELLOW)•INSP. (INSTRUCTIONS UN SEPARATE SHEET) �, (PINK)-OTHER AGENCY (BLUE)-APPLICANT j f_ APPROVED I --_/ APPLICATION NO.: t A-54 NOT APPROVED ❑ CI IY Ok IIGARD, OREGON FEC AMT.: f 4,• Ov PENDING FEE. PMT. ❑ CI fY 11ALI. RECEIPT NO.: y'4 ' WSJ v - PENDING SECURITYr S C7 PUBL/C WORKS DEPARTMENT 0 __.y___ DATE__3 / — _ PENDING AGENCY OK" ❑ Application and Progress Record MAINTENANCE BOND aY PENDING INFORMATION ❑ FOR STREET IMPROVEMENT/EXCAVATION AS REQUIRED X ANNUAL _ PENDING VARIANCE ❑ EXPIRATION DATE; ,i PERMIT NO. ��_ " ` g._ __-- DATE ISSUED: L_ �_L �_' BY: (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL_ _!TIX M DRAINAGE IMMVEMMS __. AS DESCRIBED HEREIN, IN FULL. ACCORDANCE WITIA.C51,j1EQUIRF"c"NTS. 9-12 APPLICANT Pacific Realty Assoc:. L.Y. 15115 S.W. Sequoia Pkwy—5-200 Porttl44a[td��1lOR 624-6300 NAME ADORTff- CITYPNOfVE CONTRACTOR_ NA E - - AODR -___.-_--___C- PLANS BY �—_------_--T�NONE-_-_--- MO.Ck' eriziA EifiaeriN Inc. P.O. 1k�x 69039 Purtlafx3, OR 97201-0039 224-9560 -__ N __ _ NAME -- ADDRESS CITY MON --- ESTIMATED IMPROVEMENT TOTAL VALUATION ( COST): S - 1050.00 DOLLARS f.MIN. (2) EXCAVATION DATA. FOR OFFICE use: 0.04 x s_jU5U_-OCL_= s._42.-Op- __ r STREET _ _ DESCRIPTION - PR_OGRESS_&_ INSPECTION STATUS _ NA AE SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY TYPE LENGTH WIDTH DEPTH ITEM 4 qUA ITITY I -` STREET -- - - – OF N 'D �+$C1UC7il'l Pk 3i", attal l ' . INSP C• it — I ETION _- 1 Q I� U E ESTIMATED STREET OPENING DATE.�___�_1_,_ / S ESTIMATED STREET CLOSING DATE: _ [� / E ) (3) SECURITY NO. — 1050,0 STREET ___ SECURITY AMT: S CLOSED SURETY CO.: FINAL +I CASH n soNO r INSPEC. (4) PLOT PLAN: INDICATE SITE PERT,NENT PHYSICAL SPECIAL PROVISIONS /CONDITIONS: FEATURES, EXCAVATICO ND EXTENT. — 1 rill SITE: 15060 S-W Sequoia Ploy, I Soe Attached - I 1 I _- 1 I 1 SDR 93-0023 Applies ,Rt' IL -- '� SWJ0IA PKWY - ,.y - j 1 1 � I 1 ■ 1 � I (5) NOTE THE CITY OF TIGARD DOES NOT, HEREBY, GRANT PERMISSION TO APPLICANTS TO CONDUCT WORK WHERE RIGHT OF-WA ' JURISDICTION IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLIC NT AGREES TO DEPOSIT THE REQUIRED SECURITIES. TO COMPLY WITH ALI. PERTINENT LAWS AND CONST'R'JCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WORN., AND TO SAVE HARMLESS THE CITY AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FROM APPLICANTS ACTIONS. APPLICANTS SIGNATURE. \"'TLS/� i'/ -'- z' ZwJ!e _ PATE n !— , �l',• '^]„'S �C..�"�"�T•�-r�•v...+r•'Y►+—.fR�le_..�.....—.f.�„'.�.,.'�"�...M►'..'FwTw�v./'7r"1`+'I"^'+w�IR^r1}�'^'B4-!' M1 ,. ., .., r/e l'.y�1�r r.�..rr-r�--._... r�..+— *+��M�� S APPLICATION - STREET IMPROVEMENT/EXCAVATION COPY TO: ORDINANCE NO. 74-14 �� 174 (WHITE) FILE 7gp (YELLOW)•INSP. (INSTRUCTIONS ON SEPARATE SHEET) 1 7 (PINK)-OTHER AGENCYbl�. '� Y�) (BLUE)-APPLICANT ( APPROVED xj APPLICATION NO,. /- S S Nor APPROVED C-1(Y OF I IGARD, OREGON FEE AMT.: f It 367.12 PENDING FEE PMT. CITY Nr'LL RECEIPT NO.: - {t-25,1073 PENDING SECURITY PUBLIC WORKS DEPARTMENT 8Y _ - _r DATE— S1 5 /74 _ PENDING AGENCY "OK" I)I)G -III(III alid Progress Record - PENDING INFORMATION 1 FOR STREET IMPROVEMENT/EXCAVATION MAIN SER AQUI ED N ANNUAL J PENDING VARIANCE I EXPIRATION DATE: PERMIT NO.: - (010 "�� DATE ISSUED: _%_L:S«�. , BY: (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AIJD INSTALL DRIVEWAY APPROACH & SIDEWALK IMPROVF14EN'P3 AS DESCP.IBED HEREIN, IN FULL ACCORDANCE WITH CITY REQUIREMENTS. APPLICANT Pacific Rea 1 ty Ae:o. 1..P. 15115 SW SeNuu i a Pkwy S-200 Est 1. OR 97224-7131 624-G300 ..-- --.-w_Amt -�_ - ADOR[S= __-�-.-- CI---T/�— CONTRACTOR (unknown yet) WAME -- ---- ADDRESS CITY -- --- -_----PHONE i PLANS BY Mackenzie Bnyineering, Inc pP0 BOX 69039 Portland OR 992OD'•-0039 224--95iO _ - .v.__� NAMADDRESS ESTIMATED IMPROVEMENT TOTAL VALUATION ( COrT): $ 9,178.00 DOLLARS ------ - - -- FOR OFFIC 5 CMIN. (2) EXCAVATION DATA: Flo" xs_. �178•Tf 367.12 _ STREET DESCRIPTION 0.PROGRESS &_INSPECTION STATUS NAME SURFACE CUT CUT CUT MATERIAL INSTALLED ITEM DATE REMARKS/TYPE BY i TYPE LCNGTH WIDTH DEPTH ITEM QUANTITY STRCET �- Sequoia l.a Pk R TION U ESTIMATED STREET OPENING DATE: / E --- S ESTIMATED STREET CLOSING DATE: / L F (3) SECURITY NO. - _ SECURITY AMT: ! 9,178.00 STREET CLOSED — -.. SURETY CO.: _ FINAI• -- _ _ CHECK C%SH ❑ DOND C INSPLC. (4) PLOT PLAN: INDICATETrFETtTINE!iT PHYsI. A� � SPECIAL.PROVISIONS/CONDITIONS: FEATURES; EXCAI7ATION LOCATION AND EXTENT. I SITE: 15060 3W Seyuoi Perk I ray au-e attac:hcxl - 1 �— I work area 1 I 5•W• r�EOUOTA PAR Rwa+Y - I 1 I 1 I 1/y 1 Z � - r (S) NOTE THE CITY OF TIGARD DOES NOT. HEREBY, G".-Nwr PERMISSION TO APPLICANTS TO CONDUCT WORK W4ERE RIGHT-OF-WAY JURISDICTIGN IS THAT OF WASHINGTON COUNTY OR THE STATE OF OREGON. THE APPLICANT AGREES TO DEPOSIT THE REQUIRED SE^URITIES, TO COMPLY WITH ALL PERTINENT LAWS AND CONSTRUCTION SPECIFICATIONS PERT!NENT TO CONDUCT t`F THE WORK, AND TO SAVE HARMLESS THE CITY Prot) EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICII MAY Rr SULT FROM APPLICANTS ACTIONS. APPLICANTS SIGNATUREf� - DATE 1 4 !: �'..y�.,y. 'p'".MP'^q i,+wwtixr. .++,�M"'MY. � M, ,�/..,e r•�,'.w 'r 7!. - NMMy'�""�.! a +P. wYF/+yY•W. y . • 05/04/94 14:S1 $1 509 620 5940 CEO ENGINEERS CITT OF TIGARD 001 RECEivt:'o GAMEnginee. py 0 4 1994 7504 SW Bridgeport Road Portland, Oregon 97'l23 FAX TRANSMITTAL •�� COMMUNI�V Ut'1kLUNME�141ePbFax: (50-3) 624-9274 620-594o O s w. To; City of Tigard De[r; May 4, 1994 File: 2361-011 Frac Number. 694-7297 I Attention: Mark Burrows Regarding: Pactrust - Office Depot - SW Saqouia parkway Pages Pa -- g Date Description — 1 105/04/94 Fax Transmittal 0 Total Pages: 1 Comments: This fax is intended to clarify our recommendations for compaction of crushed rock under footings at the subject site. Our original bearing pressures for use in design assumed the footings it would bear on native soils or fins• grained structural fill. For tl.� sake of conservatism and to protect the footing aubgradea from disturbance during construction of forms and placement es reinforcing; of steel the owner opted to have 4 to 6 inches of crushed rock placec at the base of footings. Effort was made to compact this material to 95% of the maximum dry densi- I is level of ,:ompactior, was not able to be obtained after.consider bl.e 4 effort, an,' we stated that the current densitywas s foundation support . uitable for We hope this cl.arifies this inrup. If you h� pler_'se do not hesitate to call. Y •e any questions cc: Mackenzie Pactrust H.L Green Signed. Don Ro,,dema, ICA I: ��`—W i � � � ��, . j � � � � _ y a' �� r .� , i�' 1 � � ^4 �i `;, .� $ lP J a � I �dwF l �;: , 7i�,'. +� r, .ti', i,' ','ya f;c; ,�,� i`..'-'. .t;` i ��.r i . 1?I'I, `}.,' 1 .. v k � y. ,t y ' �. 5 •� �, i �, •. y of � '� , � ,'. _ .f.,. ✓) �. �� ,l ` �. g r, - u - - � u+�IMlrq+lw r.r .,. ..,.�✓.+.r•r+rAYrrrrr...., "- -, --...�.� � � � - 1 , CITY OF TIGARD COMMUNITY DEVELOPMENT DEPARTMENT 13.125 3W Hall Blvd,Tigard,Oregon V7223.9199 (!.03)03V-4171 PLUMB I SVG PERMIT PERMIT #. . . . . . . : PLM94--0067 635-4171 DATE ISSUED: 04/c''8/94 PARCEL: 2S112DA--00 :00 SITE ADDRESS. . . 15��.u� :;W L�iC(:UC.]1A PKWY r SUBDIVISION. . . . 7.GNING: I-F BLOCK. . . . . . . . . . . LO F. . . . . . . . . . . . . . _-..------,------+__--_-__-__,- ------ , CLASS nF WORK. . :NEW GARBAGE D I SPOSAL-S. MOBILE HOME SPACES. TYPE OF USE. . . . :COM WASHING MACH. . . . . . . : BPCKFLOW PREVNTRS. . : OCCUPANCY GRP. . !B2 FLOOR DRAINS. . . . . . . . TRAPS. . . . . . . . . . . . . . . STORIES. . . . . . . . : 1 WATER HEATERS. . . . . . . I CATCH BASINS. . . . . . . : F= IXTURES-_------- - - - LAUNDRY TRAYS. . . . . . : 1 SF RAIN DRAINS. . . . . SINKS. . . . . . . . . . .. 1 URINPLS. . . . . . . . . . . . : 1 GREASE TRAPS. , LAVWTDRIES. . . . . :6 OTHER FIXTURES. . . . . : 1 TUB/SHOWERS. . . . : SEWER LINE (ft ) . . . . :5 WATER CLOSETS. . :S WATER I.. I NE ( ft ) . . . . :5 DISHWASHERS. . . . : RAIN DRAIN (ft ) . . . . :5 Rema.r,k OfflLe Depot - E'EWER, STORM, WATER LINES PERMITTED FOR 5' OUT FROM BUILDING. OTHER SITE IJIL.IT IES UNDER SITE PERMIT Owner: -- -_-._____-___-_____---._.----.._..---------------_.._.-•__-- FF E PAr'TRUST type alr'ount by date r-ecpt 15115 SW SEQU010 F,u.WY PF7MT $ E'00. 00 J(7 04/28/94 - PLCK $ 50. 00 J�i 04/28/94 - T TGARD OR 972:24 SPCT $ 10- 00 JG 0.4 i r2'8/94 _ Phone #: 1 Contract or: ----....____ -- _ -_-_------ - DEAN WARREN PLUMBING ?111 SE 13TH i PORTLAND OR 9 7202 F111one #: 236-4152 f 2£0. 00 TOTAL Reg #. . 001.72 -- - PEOU i RED I VSPECT I ONS - ` This permit is is:led subjec` to the reg,.letions contained i 1 the Sewer I nsper_t i on --- Tigard Municipal Cook, State of Ore. Specialty Codes and all other Water Line It,--p - - applicable laws, A:1 Mork all be done in accordance with Top--out Ins p n approved plans. Tl,is permit will expire if work is not started Rain Drain I n s p _ withln 180 days of issuance, or if work is suspended for more Drinking Foi.mtai -- than 183 days. Final Inspectihn Permittee S i g n a t — __ ssr.ted Fy: � Call for, inspection - 639-4175 L �r f a s 1 City of Tigard PLUMBING PERMIT PlancWRec. # 13125 sw Hall Blvd. APPLICATION Per;nit # 0031 , Tigard, OR 97223 (503) 639-4171 UOSGIP65n .y if C i ' E pe,T ORS 814-21-610 OTY FRICE AMT Job i J�,60 5 Ly Si-6 Address .. '' � �u-J FIXTURES AID .yr - -- Lavatory --- -- .50 ---- a o « UN«TRW7er m . j� r.. r GtC 1 1` y (i 00 Shower «. _ __ aterZloset Owner i>// ,�. 1 k i wsFi ams r _ 0 t� 7.50 Cie `l7-Z — Vas uaMaclw a 7.50 rn&i .50 ater3ter 7.1,50 Oa upset Cniuixlry Room ray -7Tab'— - s22 zl -7in i .» tidier FWros 50 r c �Lctor -111— --- -13 MISCELLANEOUS J1 U'TT• — c,e- sower lstlar U' t 7 2 �wV.-on. t. 100' W,--.ter r�vrce 1st l00'r 20 co ;rs y a ow have re this ap rcatan, af- itTe- Water Service ea Add'rt.200' IInformation given is correct,that I an the owner or authorized agent of 15.00 1 ft owner,that pians subndtted are in oompGance with State laws,that I Storm b Rain Drain 1st too' % 30.00 -r registered with the Comtnrctlon Contryc x Board,that the number given is oorr►ct (If exempt from Stats registration,please give reason, Storm&Rain Drain Addrt. 100' 15.00 �1ON0 ,{ Mo1;1 Home Span 25.00 Back nt.,on — — Drtice or Anti-Pollution Devioe 7.50 -Any rap or axle oft!- - -Connected to a i�.rr 7.50 son e w new a ibon a tieranon repair at m ' — _ to be done residential Q nc•rtesldential .00 Insp.of CxisG Plumbing per h, 40.00 Existing use of Spedally FWquested Inspections per hr builcling or property Ra7m DiFin.srrrg mi - _ dwelling 15.00 Res ntial backflow Pmvenbon — Propose,+::s:of devices 15.00 b'060•1 or property '�`xcepr t+esr enua! ac low - '--- ------ prevention devices) NOTICE 'Minimum Fee'C25.00 SUBTOTAL PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR IF 5%SUPCHARGE " CONS1 UCTION OR WORK IS SUSrENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS PLAN REVIEW 2S%OF SUBTOTAL ` COMMENCED. Spedal Condi bons TOTAL ------ — _ Date+ssued by ..nawuT - l� hr FT RE DEPT. CONNECTION LOCA .TION AND SIZE TO BE C6 CONFIRMED WITH SPRINKLER CB CONTRACT-10P. PJ<ACEMENT RIM=f 74.70 IE=172,7C RIM=174.70 �i MUST.. BE WITHIN 7Q' OF /� Q IE=172.70 . RIM-1 .74.7E FIRE' HYDRANT �' - iE=172— _ 20 -1�It 5.J9L . FOC L:pI 8 B" ® 0.79` / 1.Oh: 6" >K IE 171.60 �`, 6• ® 09, O 5.0% • E I? RIM=174.70 ". - JS' S 0 0.8% IE 172.2 _ OI � IE 172.05 IE 17f F CO � IE 163.30 :IE 171.27 IE 170.00 ~� s ® °" ¢, IE 172.00 fr S.S. 02.0% � /" S.S. O 2.0% C IE 16 7.90 CO , PROPOSED BUILUNC #235 z' for OFFICE DEPOT #l_7 0 FIN. FLR. ELEV. 175.95 R1M=17'1.90 N ccv IE=1 8.40 l 6 6" 02.3% r ^' CONTROL MH #2 ; r _IE 149.72 g' O IE 166.00 SEE S}iEET SD6 + -- s� ' 3 l 1 295 MIN. D.S. IE=169.0 6 O 2-0% i D.S. IE=169.0 MIN.17, cc t67.0p �► 2.Q9; ik N 4 I Fw"W ""' SS ar.&s::, fhb v:F:' _� i�q,l� a�°'9�'.thnWda�t,�i�i�'i�1�M 'IZNpM4i�1a�' �l�;•`. IA W j i c m 0 I I ' O 1 X I 1 � I I I I I P709 fu 1 c, cu I 1 fU fU Vu I � — I I I O - ' ----------------------------- o T1-ll E.W.C. B.S.C. WORK TBh B SPEC I CHAT 1 fA 1 12 48' H, WALL 014 N4 .. •I /� MEN ERS ` i - g ----- - --- -` N 1 f it fn fu I tL I H BUSINESS ` SERVICE • —' HL w a CENTER ' I 4/OME N I on 1 i 5388 A COPA wakj > L) 4011 4010 4009 4008 4007 4006 AN. CL. 96' H. WALL GONDOLA - 22' B.D. STORAGE r W/24' UPRIGHT EXTENDERS (TYP) ROOM 4012 4013 _ 4014 _ 4015 4016 401*7 tote vn� • • Jf.E. I`�i�P U�O.glo✓� ✓� � � I LOO I I 1 AMM"I" 02 '- • s 37'-6' } 1; \ w es 311+ I r + � t' i I Z•� �� QCn r i ( S v dFFI CE DErcT S DF 3 150�C S.W_ S.EQ�3p:A �K►A!Y Co - aiE »,' f a f' Paye go. 1 CASE HISTORY FOR CASE NO.: PL494-0067 " ! PACTRUST 1 060 Sw SHQU. , PKWY Action DOOftipt1Ae Rag/ Scull Rnd/ Actirm Notes Dinp By Update Upd f Cade sent Dme Don© Date By ------- ........................... -------- ----- ------------------------_------ ---- - ------ -- -- i 1 i PIMC060 (F) Issue permiL / / / / 04/28/91 PASS JW 04/29/94 Ju PI/M-120 Plumbin7 Underel 04/29/94 05/02/94 / ,' inside building sewer northwest side to PASS TLP 05/03/94 TLP i sewer lateral 4 inch cast iron { PIMC120 Plumbing Underel / / / / 01/2Y/94 bathroom trea PASS TLP 07/27/94 TLP f{f .� PIMC710 Water Litre Inep 04/28/94 / / n5/J4/90 PASS TLP 05/01/94 TLP j PIMC710 Water Line Inep / / / / 07/27/94 this inspection for 180 feet interior PASS TLr 07/27/94 TLP i water 14r.. PLFIC725 Top out Inep / / / / 00/10/94 PASS MS 08/11/94 MRS PIMC735 Bain Drs4a :nsp 04/78/94 / / 06/2',!94 1 exterior roof drains west side PASS TLP 06/28/94 TJJ 1 i PLW735 Rain Drain Inep / / / f 07/13/94 interior rain drain conductors PASS TLP 07/13/94 TLP PIMC740 Misc. lnspection / I / / 05/04/94 this inepecti.,in for 21 copper water PASS TLP 05/04/94 TLP service 1000 air tent from public way to building PLM'C799 Final Inspection / ! / / 10/11/94 PASS TLP 10/12/94 TLP PLMC80O Case Finaled / / / / 10/11/94 PASS TLP 10/12/54 TLP i n uT I a y �l 4�T' 41 1 1 R ;M1 a • RECEIVED MAY n 31994 TUAI,ATlN VALLEY FIRE & RESCt1E COMMUNITY IIEVELOPMENT AND 1W BEAVERTON FIRE DEPARTMENT 4755 S.W. Griffith 1Xive+ 11.0. Box 4755 • Beaverton, OR 971776• (503) 526-2469• FAX 526-2538 April 18, 1994 David Baines Delta Fire, Inc. 14795 C.:J, iz;;d Avenue Portland, Oregon 97224 Re: Office Depot 15060 S.W. Sequoia Pkwy. 619OD-178-000 i I Dear David: Thz: is a Fire and Life Safety Plan Review and -is based on the 199; editions of the Uniform Fire Code (UFC) and those sections of the Uniform Building Code (UBC) and Uniform I Mechanical Code (UMC) specifically referencing the fire i R department, and other local ordinances and regulations. I. E The fire protection site plan shows the fire department connection (FDC) in the north parking lot within 70 .feet of an existing fire hydrant on S.W. Cardinal Lane. The plan does not show the parking layout between the FDC and the hydrant. If access is impeded by parking, the FDC will need to be relocated or an additional fire hydrant will be 4 required at the FDC. Aisc, ire there any other barriers bet::een the FDC and the hydrant (fence, etc.) ? Please verify. Access roadways and fire fighting water supply shall be installed and approved by this department prior to C_ ` combustible construction . fli'C Article 67 The following tests shall be witnessed by a member of this Fire District 's Fire 'prevention Office staff. Please c.-Ill for an appointment not less than 24 hours in advance. NFPA 13, Sec. 1-11 .1 f`+ Flash (test) the underground and lead-in connection as por NFPA Standard No. 13, Sec. 1-11 .2 .2 and 1-11 .2 .3 NFPA 13 Sec. 1-11 . 1 and NFPA 24 Sec. 8-8 1 "Working"Smoke Detectors Save Lives �tY4i� 01 1 � y 1 V � r Y' David Baines April 18, 1994 i Page 2 • Hydrostatically test the underground piping system with as many uncovered joints as possible. NFPA 13 Sec. 1-11 .2 and NFPA 24, Sec. 8-9 and Sec. A-8-0.2 (a) and (b) - Hydrostatically test they automatic sprinkler systems) as specified in NFPA 13 Sec. 1-11 ..3 - All drain facilities shall be tested with the control valve of the drain or inspectors test wide open . NFPA ' 13 Sec. 1 -11 .5 and 2-9 .1 - All alarm functions shall be tested. NFPA 13 Sec. 1- 11 A copy of the contractor's material and test certificate shall be forwarded to this office after completion of all ttsting and flushing. NFPA 13 Sec. 1-11 .install sway bracing as indicated on the approved plans and in accordance with &FPA 13 Sec. A3-10.3 .5 Pi-c,✓ide and maintain approved identification signs for all ; outside alarm devices. Such signs shali be located rear the device in a conspicuous position and shall be wcrded ".SPRINKLER FIRE ALARI9, WHEN BELL RINGS, CALL FIRE DEPARTMENT" . NFPA 13 Sec. A-3--17.2, [IBC Stds 38-1, 311-2 Provide and maintain signs indicating the location rf Fire Department connections, sprinkl_,?r control valves a,,d at the valves indicating the area controlled by that valve. NFPA 14 Sec. A-3-14 .3, UBC Stds 38-1, 38-•2 Pro-ide and maintain signs of standard design, adopted by the automatic sprinkler industry, and attach them as necessary to properly identify the control, drain, test and ' alarm valves of the automatic fire sprinkler system. NFPA - 13 Sec. A-3-14 .30. UBC Stds 38-1, 38-2 Provide an iron or bronze sign with raised letters at least one (1) inch high to be rigidly adjacent to the siamese connecticr; such sign or plate to read, "AUTOMATIC " n SPRINKLER" . NFPA 13, Sec. 2-7.3 .5, UBC Stds 38-1, 38-2 a. ^.�.. "ww a.ro.,�• er»»v o....y„.w,�"M•<�a._,�q ,,,r.u�, ,,, �», y..,w ..,'.r ,�. .*..,4,. .,,� 'iMIM'�"" i M I David Baines Apl i.1 19, 1994 Page 3 Water flow, air maintenance, and control valves shall be supervised in compliance with NFPA Stai;:4ards 72 series by _ an approved central, proprietary or remote station service or a local alarm which will give an audible signal at a constantly attended location . UBC 380.3 NFPA Stds 72 The installer shall properly identify this hydraulically designed automatic sprinkler system by a permanently g� attached placard .indicating the location, and basis of design (discharge density over designed area of discharge, including ga11n!:. per minute and residual pressure demand) at base r .ser. See NFPA 13, figure A-•7.1 .2 . Sample Nameplate. NFPA 13 Sec. 7-1 .2 Provide and maintain approved spare sprinkler heads. These emergency 'jeads are to be stored in an approved cabinet ` mounted nExt to the sprinkler control valve. NFPA .13 Sec. !1 3-16. 7.1 Provide ind mai,itain an approved special sprinkler wrench to be kept in the cabinet with the required spare sprinkler heads. UFC 1-..301 (a) , NFPA 13 Sec. 3-16. 7.1 and 3-16. 7.2 Plans are conditionally approved and subject to compliance with the above noted items. I:t' Atter completion of this project call for an inspection. Please provide 24 hour notification prior to anticipated inspection time and date by calling 526-2469. ff 1 . Approval of submitted plans i not an approval of omissions or oversights by this office or of non-compliance with any applicable regulations of local government . If I can be of any further assistance to you, please feel free to contact me at 526-2469. Sincerely, e 'E Fre ' aC Pµ Y De t Fire Marshal DEF:kw cc: City of Tigard Building Department I ri , M� TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FkRE DF.PARTMENT _ 4755 S.W. Griffilh Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 52(,2461)• FAX 526-2538 s March 30, 3.994 Susan Mangin Mackentz.ie,'Saito & As-.ociates P.O. Bnx 69039 Portland, Uri3gon 97201 `e: Office Depot Pacific Corporate Center (Building 2.35) 15060 S.W. Sc-quo:.a Pkwy. 619OD-178-000 Dear Susan: This is a Fire and Life SaFet; Flan Review and is based on the 1991 editions of the Uniform Fire Code (DJFC) and those sections of the Uniform Building Code (UBC) and Uniform Mechanical Code (UMC) specifically referencing the fire department, and other Local ordinances and regulations. } The above captioned bi.ilding can be conditionally approved i by this office, subject to tvie following items: 1. Nigh Piled Stock: Building access, draft stops, smoke and heat vents do not comply with Uniform Fire Cudc Article 81. If high piled stock is contemplated for this building, alterations need to be made to comply with Tlniform Fire Code Article 81. 1-1-?ase ravise as necessary and resut;mit for review and approval . 2 . Address Required: The building address must be prominently displayed on the street front where it is readily visible to drivers and officers of responding fire apparatus and other emergency vehicles. UFC Sec. 10. 20E 3 . Fire Extinguisher Rpa ireinents: Not less than one ( 1) approved fire extinguisher(s) with a rating if not less than (*) shall be provided for each (,'•*) squp.rP Wa.klnr—Smrae Detectors Save Lives 1 'i1;C "^0►'.v ... -v ,r ..r w ...per. � y,. ,.�.�...s.nt � vrv.'M► r 1 Susan Mangin March 30, 1994 Page 2 • foot of floor area or fraction thereof. Th` travel distance to an extinguisher from any portion of the building shall not exceed 75 feet. UFC Ser.. 110. 505 (*) 2AIOB:C, - Light and Ordinary Hazard 4A10 B:C - Extra Hazard E � 1 (**) 3 000 - Light Hazard 1 , 500 - Ordinary Hazard 1,000 - Extra Hazard Note: Where flammable or combustible li.quid�- are used, "B" ratings of extinguishers may need to be higher and travel distances shorter. See requirements in national Fire Protection Association Standard 10-1 . 4 . Fire Deapartment Connection FDC _ Fire Department Co,,r-ction shown on these plans shall not be located where ,:ose needs to be stretched across access roadways between the FDC and fire hydrant assembly. As discussed with Tigard Water District, the fire district would recommend that FDC be placed along Sequoia Parkway within the water meter vault for the sprinkler system and within 70 feet of a standard fire hydrant. Approval of submitted plan-- is not an approval of omissions or oversights ) y this office or of pion-compliance with any applicable regulations of local government. If I can be of any further assistance to you, please feel free to contact me at 526-2502 . a Sincerely. Gene Birchill, DFM Plans Examiner GB:kw cc,: Pactrust H.L. Green / City of Tigard Building Department ✓ City clf 'Tigard Water Department LOW Whom ♦X#SM.. .•w�W��IW1�..AW.�.�wY..M.J1;, '.A 11+4.-�••- -• •^•hla4Y gflbY�'�II�P!�M!MALI.n..-1'+0.W:YMllfll�('M!�9ry1;11 CITY OF TIGARLj SEWER CONNECTION PERMIT COMMUNITY DEVELOPMENT DFP Rj T F'L:RMI T #. . . . . . . : SWR94--0056 r DATE ISSUEDs 0.3/ 19/94 13125 3W D Nall Blvd Tlgard.Oregon 07223•P1 .,l 43)tl 4 71 PARCEL: cS 1 12 DA-•00L-200 SITE ADDREbb. . . : 15060 SW SEGIUU I A PKWY SUBDIVISION. . . . : ZUNINGs J -P BLOCK. . . . . . . . . . " LUT. . . . . . . . . . . . . . TENANT NAME. . . . . : USA NG. . . . . . . . . . . FIXTURE UNITS. . . :0 CLASS OF WORK. . . :NEW DWEL.L I NG UN I TS. . : 1 Ir 'TYPE OF USE. . . . . :COM NO. OF BUILDINGS: INSTALL L TYPE. . . . :BUSWR I M1='ER" SURFACE. . : 1,-2,3000 : ss f Remav,ks : Office Depot- Shell Only ! ! Uwrrer: ----------------------------- -----._._-___-____ FEES l'ACTRUST type amor_mt by date recpt PRMT $ 2200. 00 JG 03/19/94 - INSP t 45. 00 JG 03/19/94 - Phone #: Contractor: --_._-----._---------_---_-_---_- CONTRACTOR NOT ON FILE Phone #: f 2245. 00 TOTAL_ Reg #. n . ------- REQUIRED INSPECTIONS --This Applicant agrees to comply with all the rules and rqulations Sewer Inspection of the Unified Sewage Agency. The permit expires 180 r'iays from the date issued. The total amount paid will be forfeited if the permit expires. The Agency does not guarantee the accuracy of the aide sewer laterals. if the stover is not located at the miasurement given, the installer shall prospect 3 feet in all directions from the distance given. If rot so located, the installer shall purchase a "Tap and Side Fewer' permit and the Agenev wiil install a lateral. F'er•m i t t e S i gnat ore I ss1-ted By • — — _�. Call for inspection - 639-4175 t- J L � y � 1 i 1 Page No. 1 CASK HISTORY F(_R CASH NO.: MIR94-0056 I I PACTRUST ill I 15060 SW SRQUOIA PKWY 04/21/99 A,cion Description Req/ echd/ lid/ Arrinn Noter. Diep BY lhxlats Upd � '=ode Sent Done Done Date By I i SWRA007 Application received / / / / / / 02/08/94 MA9 8WM010 Plan check by / / 02/09/94 07/08/94 MAR SWRA020 Check for prcl. restrict. 02/09/94 / / / / 0?/On/94 MAP F 9NRA090 M Ieaufl permit / / / / 03/19/94 PASJ JL40 03/19/94 JO SWPA705 Sewer Inapiction / / / / 10/11/94 PASS TLP 10/12/94 TLP SW16\720 Case Finaled / / / / 10/12/94 PASS TLP 10/12/94 TI,P �. I I I II I b� I I 4 s. 1 ri it �.-- s a ; n a 93�2 I Proplosed , °r! r � office [Jspot ► 9'1.N a 0 Jw EXPLANATION. 1 9 IS Is.i t 7 gs'3 1S1 ` 9N,N iL,O i6 d II '.IS ` nuclepr J4S1'} 464- lftrAion o,.- _ - r�� • CITY of TIGARRI) SITE WORK ' RERMI'T COMMUNITY DEVELOPMENT DEPARTMENT PERMIT #. . . . . . . : S 1 T94-001(v 13125 SW Hall Blvd T'gard.Oregon 97223•8196.JS)qy4,U74171 DATE ISSUED: 03/04/94 SITE ADDRESS. . . : 15060 SW SED(JOiA PKWY PARCEL-: 251 i.2nA-OO2O0 SURD 14:5I ON. . . . :7ON I'�G s I-G L► BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . s TYRE 09 WORK:NEW PAVING?. . . . . . . . . :Y RESO. NO. : EXCV VOL.UME. :300 cy GRADING?. . . . . . . . :Y VALUE. . . fs 1c:3lDltlfh FILL VOLUME. :2O0 Cy LANDSCAPING?. . . . sY EMG FILL') . . . . . :N SITE f=.4E ;. . . . . . :Y SOILS RPT RLOD":N STORM DRAINS". . . :Y IMPERV SURFACE. . : 123000 sf Remarks : Office Depot - !-lit a work only. FEES PACT RUST ------ Ype_-_amoi-int _ by date-- - -`recpt - PRMT f 490. 50 MAN 03/04/94 SPCT t c4. 53 MAB 07/04/94 - Phone #: RLCK $ 318. 83 - 02!04/94 94-248'3ld`� , Contractor: ----- -- - _ ------ H. L. GREEN 15115 SW SEUP(.11 A BLVD, SU i TE 200 T ICARD OR 97224 1h on e #: 624-7717 f 833. 86 TOTAL_. � Reg #. . s 41328 --------- REQUIRED INSPECTIONS -- ----- This Dernit is issued subject to the regulatiuns contained in the Erosion Control _ Tigard Municipal Code, State of Ore. 5prrialty Codes and all other Excavation Insp applicAL,;a laws. All work will be done in accordance with Fill Inspection , approved plan!. This persit w.11 ex! ire i F work is not started Grading Insp within 164, days of issuance, or if is suspended for sore St rm Drain Insp than 188 days. Final Inspection _ V,ermittFa Signa :r --�_�- IsSLled Ey ; - — — Call for inspection - 639-4175 I t 1r ^t r,"�. �r a.:, R.r,,,.,, a,r., �'.w►..a,�,t.R,.....+,. ,.»,> .^�. •,. ._N. .. „> ..,r �• ,y �r wa. 'pa"1',..'w{tR•.j M>•too" . rl �� ton f` Commercial Bulldtn, Permt� Au�� cat _ City of Tigard 13125 SW Hall Blvd. TlgArd, OR 97223 (503) 639-4171 q� Jobslte Addross- : LSP Sig SEs'lrlotA ZKWY . ' o> - rw c,-: CAg_ViNF4,_, Wto-r on X-G Office Use : Tenant:r) Fjr_ r Qo•�_� Suite Planck/Rec valuation:_ ;�.� ��© • ---_ -- ___ - _,�' " • Permit Ownor. i.'LR Address: 111L.� S��l SEQ V D1 Ai q„swats FCgulrei — Planning __ Phone: — 'Z� _�r3o _ Engineering X A; a Other Contractor: �} L.• � _. _� ? Address: 1, V.I S O\ ' \r `. •��) _ t., Type of const:.-Z,t� Cccupancy class:_ y_ 4Phone: 2 L4 - ��t�Q _ Contractor's License # 1 --�> Sprinklored? <y�v No (attar copy of wrrent Oregon Goense) Sq. ft. of pro?ect: Stan;(i s, 2nd, etc.) I_'lo' r chis�t/En sneer �1�5� �1 A t t 1. T4 A `ASO C._. Proposed ed use: r EE. �pP-±F-1�t�1TS i5e Address., t;�� ;73� _ Note: Plumb,ng & mechanical plans must be submitted at time of building permit application. Phone: COMMENTS: S2F �SSL.t PP1 _ 1�fjt,Q.� _g,�.�S3i� TLF /r,Feb ok AY s1,-AU0< I—Mm Applicant Signature ti Phone r r s �U Received by: ( _ _ _ Date Received: ,�-,..� --x- . -- A ��...�. ...._.....�....,....,.........� .,.. r,...,.,. _.�, ._ . � ..., .. `�� -' � .r ,.,�w ,�M'.Wp.��,;�;�.�,�ra,,�;� �,.�, � ;.��"'�+"�nr.°+11'•';:,��ww ,.-��;�•,, r►��,.,�,•"Mr: +fi, �',�� .,�. .�,� - , • - _ � - � � i .� fi, � ,i . Y � 1 w - '.t �. ; - i �. �� , �,� 1 � �. ,. 'r i, ;. � � � � ► ,' . i' f ��; �� , ,�` ��1 , � ,. �" � O ' ` ti - �1 •. . ., f _ �;^I� r '� ,? ,` �� 'i � t.. , �. , �. ,;. . . ;� , w d ,. �. . - ,. ,' Y,' �� .. / - � ' . ,/ '� �. �1 n .. �' +_ :,. •r.,:t Page No. 1 CARR H1nTORY FOR CADS NO.: SIT94-0010 PACI•BUST 1"r,() SN SEQUOIA PKWY 04/21/9• Action Descriptio» Req/ Nobel/ End/ Action Notes Disp By t4,11-t• Upd Code Sent Done Doane Dat a By ------ --" ------- ----------- --- --- --- ---- i SITA007 Application received / / / / 02/02/94 02/09/94 MAB 9TTA01.0 Plan check by / / / / 02/09/94 APPY? MD 02/19/94 f'Afl SITA020 Check for prcl. restrict. / / / / 02/09/94 PASS VFG 03/04/94 MAP, SITNC70 (P) Ready to anus / / / / 03/74/94 PASS MB 03/04/94 MAY; j S h\Of0 (P) Issue permit: / / / / 03/04/94 .-PNT PLL 03/04/94 MAP SI'fAnPS (F) Reprint Permit / / / / 03/04/44 jRNT PLL 03/04/94 MAS SITA005 (P) Reprint Permi[ / / / / 03/04/94 IRM' PLL 03/04/94 .IH SITA740 Strm Drain Innp / / / / 04/26/94 10-12"storm p)oe PASS MS 04/26/94 MRS 190'30-14 SITA740 St nm Drain Insp / / / / 05/06/94 this inspection for 15 feet from PASS TLP 03/09/94 TLP existing manhole to public manhole 91 6in. IJO feet SITB740 Stt7s Drain Inap / / / / 07/12/94 thin inspection for 2 catch basins by PASS TLP 07/12/94 TLP i i; loading dock at office depot. S12'B74o Strm Drain Insp / / / / 07/12/94 this inspection for 12in. storm line PASS TLP 07/12/94 TLP ? between office depot and next building to the right_ 1/2 serves office depot F and the other serves building to the right SITB',40 Strm Dr.to Inep / / / / 09/12/94 THIS INSPECTION FOR STORM CATCH BASIN PASS TLP 09/12/94 TLP INSPECTIONS SIT97SO San 9ewer Insp / / / / 05/04/94 sewer tested to clean out PASS MS 05/04/94 KAS STTB770 Misr. Inspection / / / / 05/04/94 thin inspection for fri^ correction 20011 PASS TLP 03/05/94 TLP teat. air SITB799 Final Inspection / / / / 10/11/94 PASS TLP 10/12/94 TLP SITS900 Case Finaled / / / / 10/11/94 PASS TLP 10/12/94 TLP cr `h, r .-';.�:.w.wwwwMiMwu....,,w+WMa...r....,..«..e..e.nn-.,..._...._._..._.,.... ..•...»r�sr++^"....y,.r�e,naw'..n,MQ'.,. CITY OF TIGARD BUILDING PERMIT COMMUNITY DEVELOPMENT DEPARTMENT PERM I 1 #. . . . . . . : BUP94-003/ 13176 3W Hall Blvd Tigard,Oregon 9722398199 (503)639-4171 DATE ISSUED: 03/04/94 613 ' -4171 PARCEL: 2S112DA-00200 ITL ADDRF--iia. . . : 15060 SW SEQUOIA PKWY SUBDIVISION. . . . : ZONING: 1-P BLOCKLOT --------•-------------•- --------------------------------------- REISSUE: FLOOR AREHS----------- LXTERIOR WALL CONSTRUCTION- CLAL,S Ur WORK. :NEW F I RS f. . . . a 28000 sf N: S: E: 14: TYPE GF USE. . . :COM SECOND. . . : sf PROTECT OPENINGS')----------- -- TYPE PENINGS' ---------- --TYPE OF CONST- :5N THIRD. . . . : sf N: S: E: W: OCCUGANCY GRP. :B.P TOTAL---- - ---: ,'8000 S f ROOF CONST:C FIRE RETI :'y OCCUPANCY LOAD:900 BASEMENT. : sf AREA SEP. RAPED: STOR. : l HT. :25 ft GARAGE. . . : sf OCCU SEF. RATED: SSMT?: MEZZ?: REUD SETBACKS---------- REQUIRED-------- ------------ - FLOOR LOAD. . . . : psf LEFT: ft RGHT: ft FIR SPKL:Y SMOK DET. . : DWELLING UNITS: FRNT: ft REAR: ft FIR Al_RM: HNDICP ACC:Y REDRMS: BATHS: IMF, SURFACE: 12,3000 PRO CORP: PARKING: VALLIS. $: 690000 Remarks : Office Depot- Shell Only ' ! -CIF deferred to occi. pancy. Owner: ---__ _-----.___.____-__.-.-.-._._._._._.._._.- -._._._. _-._---..._____..- _ FEES ---- -- ---_-__-- PACTRUST tylae nmol-int by date r-ecpt PRMT $ 1908. 00 PLL 03/04/94 - � PLCK $ 1240. 20 - 02/02/94 94--248380 E 5PCT $ 95. 40 PLL 03/04/94 -- ! F'hene #: TIFD $ 43014. 00 PLL 0:3/04/94 - Contractor-: H. L. GREEN 1.5115 SW SEQUOIA BLVD, SUITE 200 T.IGAVID OR 9722224 ____.________._•-------------------____-- Phone #: 624-7717 $ 46257. 60 TOTAL Reg #. . : -+1328 ------ REUI)IRED INSPECTIONS ------- Th;s permit is issued svioject to the regulations contained in the 'Foot/Found Insp Tigard Munir.ipal Code, State of Ore. Specialty Codes and all other Slab Insp —� applicable laws. All work will be done in accordance with Framing Insp approved plans. This permit will expire it work is not started Po--f n a i l n g Insp _ within 198 days of issuance, or if work is suspended for sire Ins,-l1 a t i o n Insp than 198 days. Shear, WaI I Insp Gyp Board Insp — Final Inspection — -i 1�?r mittee Signat l - I ,l-1ed By Call for inspection - 639-4175 r. ti r . N { ^1;4 r Commerciai Building Permit Application City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 (503) 639-4171 /50(00 -s t%) SFg0,114- PA-;vr Jobsite Address: E0jq-,j--�R St�t Ste►: n�7`►�-f t� Y H; G Office use on Tenant nFFtct'_� tx.Qor EuIts#:22 _ Valuation: 4yQf ,Flo Q (8LrX, e j it r L-A-Z_ PianciclRec#_ Permit# Owner: Address: X 111 'r Y�_ �Q V�1 A PK" rnvais.:R ul utTL° 2or3 Pian Phone: —LP 1-`--(��U o --- Engineering Contractor: Z 3� � �h�l� yr✓1�.� Address: 1 511 S\/-,A SE. v o�P�YzY ;N Type of const: cV.Occupancy class: L Ftione: _ � I?t:y Q Contractor's License # IV Sprinklered? C--Ye No (attach copy of cufrens Oregon license) '-*-,Sq. ft. of proje-1: 260,0420 _ (,V Story (IsI, 2nd, etc.) ----ems ,,,l� it ngineer: MSK E�.1 Z t P�,le,`.ITo nSS0 C-_. Proposed use:_c ZiL, mp Address: o _�� 39 Note: Plumbing & mechanical plans must be submitted at time of 111 building permit application. Phone: COMMENTS: ��. - • c a 23 _ i rn k � �� tf F>IVDi�iaN S or /o"IlAt--- a� o Applicant Signature a Phone r Received by- '�C Date Recehied: !AK �u , t r r � + 4,-r .: ' J, _.•.. w pS�ylyyd '. w ' r r Permit N Account Des#-rlptlon Amount Amt. Pd. Bal. Due 4-tP3L Bldg. Permit (DUILD) Plumb. Permit (PLUMB) - _ �-Iech. Permit (MECH) �' • S'3ie Tax (TAX) Bldg. Plumb: Mech: Plan Check (PLANCK) B'dg: Plumb: Mech "cnSt? Sewer Connec'ion (SWUSA) — _ r) 00 UG Sewer Inspection (SWINSP, r -- r cw 1 Parks Dev Charge (PKSDC) Storm Drainage Chg (SDSDC) Residential TIF (TIF-R) _ Mass Transit TIF (TIF-MT) Commercial TIF (TIF-C) Ss f Industrial TIF (TIF-I) Institutional TIF (TIF-IS) Office TIF (TIF-0) Water quality (WOVAU Water quantity (WAUAfYT) Fire Distrk;t (FIRE) TU 17ALS: ,N `i a e'k Page No. I CASK. HIS'MPY FICY CASS NO.: 8UP94-0017 PACTRUST 15)50 SM RSQUOIA PRPIY 04/21/18 Action Doec.1p1lion Req/ Schd/ Bnd/ Action Notes Disp By Update Upd A Code Sent Done Done Date By ------- - -------- -------- -------- ----------------•----•---------"------ ---- --- -------- --- i I ' BUPCO07 Applicatic.-+ received / / / / 02/02/94 02/08/94 MAR B7PC010 Plan check deposit paid / / / / 02/02/94 02/08/94 MAR R,1PCU20 Plan check by / / / / 02;28/94 APPR MR 02/28/94 MAR RUPC040 Check for prel. restrict. / / / / 02/02/94 HOLD VRO 02/08/94 MAA RPTPC100 m Issue permit / j / j 01/04/94 PRNT PLL 03/04/94 314 SUPC705 Foot/Pound Insp 02/08/94 / / 04/27/94 SPSC:AL INSPRr-TTON RY Bp.AwN INTFPTRC PART OS 04/27/94 GSS + BUPC725 Slab Insp 02/08/94 / / 05/06/94 PASS TLP 05/06/94 TLP RUPC740 Framing Insp / / / / 07/08/94 PASS TLP 10/12/94 TLP + RUPC742 Roof natlnq Insp 02/08/94 / / 07/08/94 oASB TLP 07/11/94 T14 BUPC787 Sprinkler Rough-In / / ; / 08/2-;/94 I-EST TO LOW 200# RRQUIRSD FAIL TLP 08/25/94 TL7 141YPC791 Sprink:er Rough-In / / / / „8/26/94 PASS TLP 08/29/94 TLP Bt•PC784 Sprinkler Final / j / / 09/29/94 PASS TLP 09/29/94 TLP BUPC70S Mise. Inspection / / / / 06/02/94 THIS INSPECTION POR RETAINING PALL FOR PABA TLP 06/01/94 TLP U'ADING DOrK BUPC785 Fire Alarm Insp / / / / 09/23/94 PASS TLP 09/291'94 TLP SUPC960 Case Finaled / / / / 10/12/94 PASS TLP 10/12/94 TLP I IF t 1 pdi 111 YI J I r� .{1 - M a' + - ., ._.._ ... .. _...-.r.,_...._.�. , w+R-.-��_ ..�y.+.-,•-,-•..,,,�•w.,,.,.,,�s,,.+ey..�,......., «'�,+r►v�v.as+r,+..-+qe�t, r.7+r•,�r M:%t�r,� .:+r^..�•-w+n►••« I APP&.X,4T10N - STREET IMPROVEMENT/EXCAVATION I'". COPY TO. ILE ORDINANCE NO 74-1: (YEL-OWWHITE)- -IN (INSTRUCTIONS ON SEPARATE 3H.:ETI 1 (PINTO-OTHER AGENCYB:g. (SLUE)•APPLICANT APPROVED APPLICATCON '110,; ' "AZ- NOT APPROVED ❑ CITY % ]• IIGARD. OREGON I FEL AMT S 1�65.088�'14 PENDING FEEPM . Y 1-1 � L'T .^� D CITY NA[.I. � REf:eIP�j�� PENDING SECURIT Y ❑ P(/B[IC WORKS DEPARTMENT BY- 'ifK— all!I Z /� PENDING AGENCY 'OK" ❑ \III,IIu.IIion;:nd Progress Record �y �( a _ - - - - K SING INFORMATION 0MAINTEI.ANCE BOND *_ PE FOR STREET IMPROVEMENT/EXCAVATION AS RE QUI RFD f ANNUAL ❑ I • PENDING VARIANCE �7 - EYPIRATION DATE / PERMIT NO. _ 511 '`I# DATE ISSUED: - Z /z /_L7� , 9Y. .._ (1) APPLICATION IS HEREBY MADE TO EXCAVATE FOR AND INSTALL �I1C:E�P' 5ID _GWAU & DRIVEWAY AfPFtOACa — AS DESCRIBED HEREIN, IN FULL ACCORDANCE WI-IH TY pllIREMENTS. t 929-�31 APPLICANT pacific Realty Aeeoa. L.P. 15115 SW Seo voia Pkwy 5-200 Portland Oil 624-6:idG -'WA ADO* .—.. C1� PHONE.-_—'_ CON rR 4C:TGR_ Paraom Excavation Inc. 19600-A SW Owle Rd. Tualatin OR 97062 692-9850 N A a ADD* C `�NONH PLANS BY hackenzie Engineering Inc. PO Box 69039 Portland, OR 97201-0039 224-9560 ADO*Ess NA -----"_�-_ city _..----- ESTIMATED IMPROVEMENT 13TAL VALUAT.�L7N ( COST): $ 4.121.00 DOLLA*- (2) EXCAVATION DATA: -- --�� so*oiFICK usi - 0.04 x s STREET DESCRIPTION _ PROGRESS & INSPECTION STATUS NAME SURVAC:E 1UT' CUT CUT MATERIAL INSTALLED - _ TYPE LENGTH _WIDTH DEPTH ITEM A QUANTITY ITEM DATE REMARKS/TYPE BY STREET N _ Card,na.l. L )e (see a tach ) R TION - o — -- 1 U F TIMATED STREET OPENING GATS:_ / / E ESTIMATED `,TREET CLOSING DATE: _ / / F - - !3) SECURITY NO. q,127.OEj STREET - _-_ SECURITYAMT.: : ,. CLOSED SURETY CO.: FINAL ---:_,_ CASH t7 ®OND INSPEC. (4) PLOT PLAN INDICATE SITElERTINENTPHYSICAL SPECIAL PROVISIONS/CONDITIONS: FEATURES; EXCAVATION LOCATION AND EXTENT. SITE: 15060 SW Sequoia kly. - see attaches I work area I I k _— - Raw I 1 — �` 6 W. CJI►RDINAL LAS SDR 93-0023 APPLIES CJP 1 S) NOTE THE CITY OF TIGAPc% DGES NOT, HEREBY, GRANT PERMISSION 'FO APPLICANTS TO CONDUCT WORK N;IERE RIGHT OF-WAY JURISDIC.TICN IS THAT OF WASHINGTOF COUNTY OR rI•IF STATE OF OREGON. THE APPL;+:ANT AGREES TO DEPOSIT THE REQUIRED SECURITIES, T) r-OMPLY WITH ALL PERTINENT LAWS AND CONST RUCTION SPECIFICATIONS PERTINENT TO CONDUCT OF THE WOlik, AND EMPLOYEES AGAINST ANY INJURY OR DAMAGE WHICH MAY RESULT FRIJVE HARMLESS THE CITY AND M A D TO ICA SAVE ACTIONS. 1 , ' , ". / ss�. { I APPLICANTS SIGNATURE _.1- U f LI '7 ��L 't L d VI t '-I,` I DATE � 7 / -2 (j► /� ({ -. _ -...,,.-.-...i^w.+MN'+..'.w'riaw'wiMMSeA+MIM•.awe -.Y.-v - .._- - � �•,.y r• �-,.. ��•Mn, #• r• .:...� y, ,.•,�/N .: ,. r+M M,AIW"MM"Yw.. MACKENZIE/SAI1"0 & ASSOCIATES, P.C. ARCHITECTURE, PLANNING, INTERIOR DESIGN 0690 S.W BANCROFT ST. • PO BOX 69039 PORTLAND,OREGON 01?01.0039 • (503)224-9570 • FAX(503)22R-1285 February 17, 1994 • City of Tigard Building Department Attention: Mark Burrows w 13125 SW Hall Boulevard Tigard, Oregon 97223.8199 RE: Plan Check Items - Building Shell 235 City # 2-6C MSA Project Nu giber 293457 Dear Mark: Attached are three (3) sets of plans with revisions to include with the building shell permit set for the subject project. The following is a response to your numbered items: 1. The plan has been revised for a double door on the north ena of the k,uilc'ing. Also note that the front automatic door is c breakaway to allow up 1.) 14 1-0" of exit 1 width. • 1 2. See attached energy code compliance for Office Depot. Note that this plan has two options for roof insulation. Option #1 is what is specified; Option #2 will also meet the Ccde requirements. This check does not include credit for the additional insulation at the furred exterior office walls shown on the tenant plan (bonus). � 3. Under-slab plumbing lin is were submitted as part of the sitework package. Handicap accessible restroams and drinking fountains are addressed as part of the interior package submitted to you yesterday. 4. Manufacturer's i-iformation on the storefront doors is attached. 5. Class B roof, as r;oted in the specification, has been added to theI n pa U. Manufacturer's information on the ;igid insulation attachment is included with the , enclosures to this letter. I 7. A landing at the south door has beer added. F:\WPDALI\9"2\9:,457\17L1 vk per """ 'r►'�,"q.,,,,, ''►. '•�"*+`• o'�'w+yR V Y. ' ti!."'.-'�! � ♦p.�'•'w.� vs r Mark Burrows )ject Number .293457 February 17, 1994 Page 2 • 8. Overflow drains on the west wall have been noted to be separate lines daylighting to the pond on the west. Responses to your structural comments are noted below: 1. Special inspections are covered in the specifications (see Section 01060). 2. Requirements for materials are covered in the specifications. 3. Along Grid 7, the plywood changes directions, which implies a panel joint. All panel edges are to be nailed. Therefore, double nailing will be provided along Grid 7. 4. The drag strut along Grid C.25 was omitted due to the stiffness of the solid concrete panels along Grid C.25. The panels are so stiff that little deflection will occur. Therefore, the drag is not needed at this location. 5. Tho nail spacing in Detail 6/53 has been changed. 6. The brick veneer attachment is addressed in the specifications (see Section C' 04210). A copy of the manufacturer's information is attached. If you have any questions, please call. We appreciate your cooperation in reviewing this project in a fist-track, segmented fashion. We will do our best to provide clarifi-,ation of any items in a quick, efficient manner. Sincerely, Dennis R. Woods DRW/smk Enclosures F:\WPDATA\94-0,1r\93457\17L1 sk r Y 1 v • e,w:.....,.. ..... ...i>„� ...r,^w+.rw ir+iM1'R�IA�YUMT�aresew.. .. ,.... _ ....,.... r > DATE: PUWS pi I 'i10.: PROJECTT;TLE. (QR:-Ier ?lE/bT) — COUNTYWIDE f,4e7;CW5 r Ru/�AiN� 3 S • SbC43 -06,?3 TRAFFIC IMPACT FEE APPUCANT: —� WORKSHEET _ Ac lrf �,`� (FOR NON-SINGLE FAMILY USES) MAILING ADDRESS: 15-115- sw SF42uo/A CITY/ZIP/PHONE: RATE PER T/G -�.�-:�02tl -- - BE CATEGORY TRIP TAX MAP NO.: I RESIDENTIAL _ $152.00 ---2-51 IN AND M R I X38.00 SITUS 140.AWRESS: AL $147.00 ---_�- INSTITUTIONAL $63.00 PAYMENT METHOD. G'�EDfT r+smVTK*M ONLY: BANCROFT OMIssonY NOLE). USE CATEGORY ,>aowOF use r AM in AVE TWP PATE TQO(CllPAN(;Y jawS^r'GM 'L I f f Z/O•&� 14- �ASIs:AFS.1",,WVr rWlt)-51 S' 6oWS arc yio11) 8F A z P OZ90 s QuAoe�F FAQ T 71) RE 115 fb hO'AC &-rAiL- SA2 r-A OF ok;C/Co—t- C6?u Pm FW f AND summa I,s-s. 74-f.5usF .s T�,g�FiC Si�r�GA 0 TD sOc-�G'iAZ�y ,PE CALCULATIONS: — - 7-�. �9,D & S. kc FP"OJECTT"w ERAflON: ,I ;'.3"Z8y 0 D W XTIONAL NOTES: r —_FM AoorRINTWG PURPOSFS ONLY: ROAD AMT.: T%F -CLYhM L_ -4 ,30, T;-";-- 00 ” rrvws►T AMT: ^ g5 ..oirAw $ .71 6,ag�o PNFPAREO BY: CC WOSWNGTON OOUNTY _ W NOTEBOOK form tif10 • 1' February 24, 1993 CIrf OF 'TIGARD Dennis Woods OREGON j Mackenzie/Saito and Associates I P.O. Box 69039 \ Portland, OR 97201 Project : Office Depot (Interior Only) - Plan Check #2-44C 15060 SW Sequoia Parkway Subject : Building Plan Review (1991 UBC with Oregon Amendments) The plans for this project were reviewed for c.)nformity with applicable codes . Ple: -,e submit the following items for completion of the plan review process at your earliest convenience: 1 . Devices generating a glow or flame capahle of igniting gasoline vapor shall not be installed or used within 18 inches of the floor in any room in which Class I flammable liquids rjr gas are used or stored (section 708) . 2 . Storage and use of flanunahle and combustible liquids shall. be in accordance with the Fire Coae (section 708) . 3 . Submit details for the mezzanine guardrail locai.ed in room 115 . i 4 . Submit a reflected ceiling plan for review. Draft stops may be required per Section L5i5 (f) 4B(iii) . 5 . Submit complete plumbing and mechanical plan for review. 6 . Key-locking hardware may be used on the main exit only, if there is a readily visible, durable sign on or adjacent to the dnor stating, "THIS DOOR MUST REMAIN UNLOCKED DURI140 BUSINESS HOURS" (section 3304 (c) I exception) . j I 'i . Provide 5 g inch type cypsum board under the double 1/2 incl nlywood floor on detail 5/INT2 or submit an assembly listing for a one-hour ,`ire-rating (sectian 3305 (8) ) . 8. Doors 109-113 shall be self-closing with smoke gaskets (section 3305 (h) ) . 9. Since the occupant_ load is over 30 for the employee lounge, rest roams, and managers office (Table 33-A) , a ' ore-hour fire-rated corridor is required. opening 1 13125 SW Hall Blvd., Tigard, OR 47223 (503) 639-4171 TDD (503) 684-2772 c r EEL ,.,_ ... _ betwee:1 the corridor and, the retail area shall have a 20 minute, self-closing door with smoke gaskets (section 3305) . This door can be held open magnetically (section 4306 (f) 1C) . 1 0 . When two or more exits ,.ire required from a room or- area, exit signs shall be installed at the required Exits from the room or area and where otherwise necessary to clearly indicate the direction of egress (section 3314 (a) ) . Please make these corrections on the appropriate pages of the drawings and resubmit 3 copies of each page to the City of Tigard for review. a This plan review does not include electrical or plumbing plan reviews . Electrical concerns can be directed to Washington County at 640-3470 and plumbing concerns to Mike Sheehan at the City of Tigard at 639-4171. extension 312 . In addition, please submit an approved set of sprinklar and fire alarm plans when a review is required by Tualatin Valley Fire and ii Rescue. ,I If you have any questions or concerns, please do not hesitate to call . Sincerely, 7 FP '297 mb/pc12-44.doe t 1 I I EV r February 14, 1993 CITY OF TIGARD Dennis Woods OR160N Mackenzie/Saito and Associates P.O. Box 69039 �1► Portland, OR 97201 Project : Office Depot (shell. only) - plan check #2-6C r 15060 SW Sequoia Parkway r Subject ? Building Plan Review (1991 UBC with Oregon Amendments) i The plans for this project were reviewed for conformity with applicable codes. Please submit_ the following items for completion of the plan review process at your earliest convenience: 1 . Since the retail portion of the building (2.7, 000 square feet) , has an occupant load per code of 900, 15 feet of exit width is required from the retail area. Exiting through the dock/storage area is prohibited. (section 3302 (a) , Table 33-A, section 3303 (a-e) ) . 2 . Submit the Oregon energy compliance forms for review. Please specify on the plans the R-value for the rigid roof insulation. 3 . Submit under-slab plumbing plans for review. ADA rest t rooms are required for employees plus drinking fountains- one standard height and one accessible (Table 5-E and section 3108 (d) 1) . 4 . Submit the manufactures specifications for the stoic front system. 5. Sp,_ -,ify the roofing class on the plans. 6. Suhmit the manufacture's details a,-,� installation instra-tions for the rigid roof insulation. 7 . Regardless of the occupant load, there shall be a floor or landing on each side of a door. Landings shall be level except for exterior landings . The floor or landing shall not be more than 1/2 inch lower than the threshold of the doorway. The landing shall have a width not less j than the width of the door. Landings shall have a length measured in the direction of travel not less than 44 inches (section 330,. (1) and (j ) ) . The south man door will require a landing. 8. Overflow drains shall be connected to drain line:- independent from the roof drain lines (section 3207 (c) ) . 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 A1C ' ' } ��v� l . K �KrYr.,.. _,......YnlMrwewuw✓wn..»._. ..r..r. ,«.awe.::—w�.r.,.. TIL "'' t�.'�h T'aVy �, �'' The following structural concerns are noted: 1 . Special inspections are required for concrete with an f 'c .;; greater than 2500 psi, all welding (unless in an approved fabricator's shop) , and all reinforcing steel �,er. Section 306. 2 . Spec minimum requirements for all m, serials on the plans . 1 3 . Where diaphragms 1 and 2 connect, two rows of nailing are required. Please submit a detail for review. 4 . Keynote 11 on sheet S-1 specifies a 4 x 12 drag strut . . . Where is the drag strut for the same scenario at grid line 7, between grid lines C and D? 5. Detail 6/S3 calls for plywood nailing to the drag strut using 10d nails at 2 ' - 2• on center. Should be 2-1/2" on center? 6. Specify and detail the attachment of the brick veneer to the structure per the requirements of Chapter 30 . please make these corrections on the appropriate pages of the drawings and resubmit three copies of each page to the City of Tigard for review. This plan review does not include electrical or plumbing plan reviews . Electrical crncerns can be directed -o Washington County at 640-3470 and plumbing concerns to Mike Sheehan at the ,ity of Tigard at 639-4171 extension 312 . If you have any quest-',rns or concerns, please do not hesitate to mall . Sincerely, Mark Burrows Plans Examiner FAX (503; 684-7297 mb/pc/2-6.doc it r r u, A February 9, 1993 f Dennis Woods C!T 1 OF TIGARD Mackenzie/Saito and Associates P.O. Box 69039 ORIGON Portland, OR 97201 H Project : Office Depot (site only) - plan check #2-18C / 15060 SW Sequoia Parkway Subject- : Building Plan Review (1991 UBC Witt Oregon Amendments) The plans for this project were reviewed for conformity with applicable codes. Please submit the following items for completion of the plan review process at your earliest convenience: 1 . Note 8 on sheet SD-1 to indicate a maximum slope of 1 : 12 . 2 . Accessible parking spaces shall be no less than 108 inches wide (section 3104 (g) 2A) . Other accessible parking spaces (not van space) , shall have an adjacent access aisle not less than 72 inches wide (section 3104 (g) 2C) . 3 . S-bmit a typical curb ramp detail for ramps which are r au acent to � accessible parking spaces in compliance with the ADA -r ;qui.rements of Chapter 31 . Please make these corrections on the appropriate i pages of the drawings and resubmit three copies of each page to the City of Tigard for review. This plan review does not include electrical or plumbing plan i reviews. Electrical concerns can be directed to Washington County E` jfi at 640-347n and plumbing concerns to Mike Sheehan at the Cit of Tigard at 639-4171 extension 312 . y If you have any questions or concerns, please do not r�sitate to call . I i Sincerely, I Mark Burrows j Plans Examimer )I 1 FAX (503) 684-7297 �I mb/pc#2-18.doc 1 I 1312.5 SW Nall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 i f