The URL can be used to link to this page

15444 SW PACIFIC HIGHWAY k . j SITEF PL-.AN E'R001C)N CON7RC-,$L MEAkaURE9 �\ I. CRTC►•• BASIN W/METAL GRATE AN[) FRAME, �� PROVIDE REMOVABLE TRAP CONFORMING �� PROVIDE GRAVEL CONbT'R'UCTION y � TO OP-5.C. TO PROVIDE FOR CLEANINs c'NTRANCE IN G�?NFORMANCE WITH / / \` . Ir 4 2. MAINTAIN PAVING OUTSIDE DRIVE-Tt -A TEL:.ER WASHINGTON CCIUNTY UNIFIED �` `�fy STATION 4T b" LOWER TNQN INtERl01� FINISHED SEWERAGE AGENCY' DETAIL � / / �,� � 7.2• �` FLOOR DR VINE 3-IA / / / / y\ w �_ aF�Aw�wl -- �� % Ali 3 PROVIDE APPROVED BACKWATER VALVE IN � 2_' PF;OVIDE TEMPI::'QRRY SEDIMENT ,� �� r FENCES AT WEST, SOUTH AND \ �� / / / _�, _ 5� \ ` \ v a VAULT AT FOUNDA i ION PERIMETER DRAIN � � �... Al 81�'E PLAN ��1'�Q� a PROVIDE DOUBLE Gil BACKFLOW DEVICE PARTIAL EAST PROPERTY LINES, / � 50 �a � �. A2 FLOOR PLAN �I IN SEPARATE VALVE BOX PERIMETER OF StORf I WATER /� / / / /e,-0 / ' A3 POUNI�ATION PLAN! a 5 ELECTRICAL METER LOCATION RETENTION POND INLET STRUCToRE " �- A3 PC>UN A- c>N F-LDF= PLANS J1 20 / �� S �>6, N 89' 41_' 3" E 59.0! ` A3, BUIL.CNINC31 8ECT<:>NS I o ( I) CONDUIT WITH 400 Al'1P ELECTRICAL SERVI E AND TC PROTECT CATCH BASIN! AS FL �. NATURAL GAS METrR LOCATION CURTAIN DRAIN 5TRUGTURE5 t=-RipR / / j sr� O EVATIOPV8, WALL-. `�31=GTION ? v 8. 4" DIA PERFORATED PERIMETER DRAIN WITH �� - PAVEMENTI INSTAL LATION. FEr•.CE \ / / / / 3 22 ,251. 9n y l 1 A'7 PIN13I-1 PLAN, LOCATED AS INDICATED WITH THE \ L C ti REPLECTEC) CEILiNGa F'1.-AN FILTER 60LSOCIC, SLOPE A I/8" PER FOOT I _ �. AIB INTERIOR ELEVATIG7NS Aj I/ 411 - ,©` 9. 4' DIA. SOLID DRAIN LINE, SLOPE AT 1/8'' FGLLGw�ING S"1"BOL: - _ -- _ - '30 �� PSR FOOT �� ' PROVIDE" b MIL F'LRSTIG SHEET \ / / / / -� �/ �� 11 I 3 cv A� INTERIOR ELEVA� �XVS I :.- / 411 410 C�ETAIL_£3 �� 22 A11 L7ETAILS d•� J�� !.�. h" DIA. SOLID DRAIN LINE, 51_OPE AT �;4" GROUND COVER OVER STOGKP!L.ES �� 31 � \ 1' W 412 3Gt-••iEO � SER FDG'• SOL, MA?ERIAL OR AREAS OF SITE � 1 / � UL 11. EXISTING 1" WATER SER'✓ICE LINE STUB-OUT LL, 4ICH WILL BE NACTIVE FOR I I / lj "6 \�, e I 4 � !NII MECF1ANICAL NO•ree3. „ e \ i I I�ETAIL_ER ' r, EXTENDED PERIODS OF T!ME / M2 HVAC PLAN A I 12. NEW I" WATER METER IN VAULT, MAKE ALL CJS t�j 29 �� `S - - - - - - - __ 2 0 I P1 PL�J!!v1BINO E5':ABi_f3N PERMANENT GROUND , PLAN SERVICE ARRANGEM'_NTQ IN AND PAY FOR 4� - I �- / / Q 8 .�,, \ �� 1 F1 ELECTRICAL SOTE PLAN A .I ALL SERVICE CHAF3'sE5 AND FEES �<�VE'�' PRIOR ""U REMOVING � 4 i \ / � � \ ,9 ; S ��S E2 POWER �, sl©NAI_. PLAN '~• E3 LIC3h11TINCIi PLAN I` r' a 13. NE ii, ! WATER SER\•'ICE LINE TO BUILDING T':!"1PORARY CONTROL MEA5l,RE5 - I I ,,� I \C' S4 30 31 �`SC�' I l \ c /Q / \� L1 LAN�SC:APC? PLAN - 14. EXISTING b" Cil ANITARY SEWER STUB OUT - - / I µ• r �,� i5. DOWNSPOUT ANL "ORM DRAIN NUS LOCATION \ 34 \ -_ �� C' II L2 Iir�RiGIA'1rION PLA!V ! L� GOR PLS' FOR DIMENSIONS), SEE DET•a1L '9/AI!, GROUT DOWNSPOUT TO HUB / � - `"`- •, :� .. !b. NAT;;o,,gL GA-5 SERVICE LINE FROM EXISTING � � � �` 9 5 \- JJ � tl *f. � .� LINE BY NATURAL GAS UTILITY COMPANY, -'� \ / 2 I �25 49� C48 35 27 30 21 20 �', 9 Y' 7 36 QO 34 19 .� M �\ '9 _ _ _- 4 •'• < X PAY ALL CONNECTION CNA�sES AND FEES C40 - '0 ! L�=�E N - - .c ,I. to 11 FLUSi-1 BRONZE CLEANOUT, PROVIDE 12" � � I / I q ` �� CONCRETE COLLAR AT LANDSCAPE AREAS, / � ' \ � i-_ �,\ � Q I � - BUILT OBJECT SEE DETAIL 22/Al! ~I - ___ - _ _ __ Y - I / 3 FINISHED CONTOUR I 8 ENCLOSURE GATE, SEE DETAIL blAII, 1/411 T IN RAI I ` I / �. ,\ � ` , . \ Sl C 'R , 1)4 L �� - - r I , 9 3" ASPHALTIC CONCRETE OVER 8° 11P/ / � �u - -- -_ - - - -- - - ON-SITE STORM DRAIN COMPACTED BASE, ADJUST BASE THICKNESS / OQ( � st 1 \ -- I .=>,S REQUIPED PE F; SPECIFICATIONS �- � - U C •�� /� ,p . I - SUB-S' DRAINAGE , 2@. b" Ey:TFzIJDED -ONCRETE CURB SEE DETAIL 11 12 0 21 55 (3 9'- I `S , - _ _ -0..- PROPERTY LINE 3/A11 ♦ 5 2.> :e\ I / - - - - _- CENTERLINE OF ROADWAY �,� 21 b" POURED-IN PLACE CONCRETE CUfv'S, SEE Al2 Sc' ��`` �.� / I WAT Ir L, DETAIL 4/411 1 27 IA 411 j1 50 I / I � ER LINE � ®/ IN ~� `~ G� 22 SHADED AREA INDICATED P4VING AND SITE �� / -' t' S o '� "6•' 2f3 I - SC OFF-SITE STORM DRAIN DEVELOPMENT B" ADJACENT PROPCRTY � � dcti � �� ,r--- 13 15 / ��- � 10"� � • � 411 C=J .•� OWdErl, COORDINATE ELEVATIONS AND FINISHES X V / �� , 'o ' 1/8" EDER T / ---- SANITARY SE..JER LIN AAT N-- 1` / , / \ 0 _ / SS E C/, / 3. G cJ AREA INDICATES PAVING BY TIGARU \ �(9�\ / / -'� \ �" I I - - - NG---- NATURAL GAS LINE PROMENADE DEVELOPER i - ♦ / / / 8 !� / / 17 \\ _ �, Q 31 �I --- F - - -- ELECTRICAL CONDU T 24. EXTRUDED CONCRETE CURB INCLUDED IN I � SCOPE Or WORK �� / '5. HANDICAPPED ACCESILI S RAMP, W/TACT!LE ;� / 3 d .... IS \ - - - - " -" - TELEPHONE CONDUIT ,u WARNING SURFACE ' � / ��`''�. _ %~ ' � 1r'GLE LIGHT FIXTURE I � 3E I CL 26. PROVIDE BACKFLOW PRFVENTER TO ISOLATE �� / 3 /// \�\ ......,, / 6/0 '1 i0 411 a IRRIGATION LINE FROM DOMESTIC WATER LINE i / \ I/8" R F r- I NEW CONCRETE $IGtwALK o 21. 4" P_R'JOM TEXTURE CONCRETE WALKWAY (WITi + \ / ^�1 �� ... ...... - I St 34 ` Z I I TCOLED EDGES) OVER COMPACTF:� GRAVEL '\ \ l Q 53 / BASE, SEE SPECIFICATIONS � : � - - -- NOTE THAT TILE RAMP AND PAVING ARE I - - �o �8. / Al. 2' , FLUSI-1 AT THIS LOCATION I /1 I 29. EXISTING CONCRETE SIDEWALK CCNSTRUCTE.D EY 38 ;� I I �� j \�� lICA TC 14 �l\\ / o. I --I?'_m"- _1 I TIGARD PROMENADE DEVELOPER I \ 3� .9 l J l �j 1 ro 213. 6 , l I u ` ' I - --- - -- - - - -- ----_-- - _ W QD 8 f�27 44 52 QO I r - - ---T 30. 4" WIDE WHITE FAINT PARKING STALL STRIPE �42 / �� ; •. ' / �•�, 212. 1 31. WHITE PAINT TRAFFIC DIRECTIONAL MARl�ING:� \ ;/ I � i C R 32. (1) 1" DIA. TELEPHONE CONDUIT, SEE= ELECTRICAL 15 39 RAIN Lu s9 _� / I 7PLANS 3 �1 �' 33 b" SQU,C,RE STEEL BO!.LARD, SEE b/412 / \ L � U.f � ' � / � � 24 411 \ '" ` 34. LANDS��APE AREt`., �tE LANDSCAPE AND �� _`/ � � IRRIGATION PLAN \ 17) C9 I \ 35. ADA G01"1PLYINC's "VAN-ACCESSIBLE" PARKING / 5?'J � •w ti�� r� ui SIGN, MOUNT TO MASONRY COLUMN AT 54" �� / � � �� `'• �• � < � � '� � ' / '` z 1 36. ON-SITE DIRECTIONAL SIGN (N.I.C.) w / \V '*`y)19' g 31. 4" ........ .. 8 , PRO,�EG r DIA. SANITARY SEWER LINE TO EXI;)TINCx I I \ / , ' I atT E SANITARY (, 20 ..EWER STUEi OUT. MAKE 4L►_ l „'V f TIQ /' S` / 58 / 57 .ARS ARRANGEMENT,(.', FOR SERVICE AND PAY ALL l �l r -PRrDMEN A%CSE GGN'.IE�_TION CHARGES AND FEES \ / B \ / .............. -'� / / fes 2 3 PROJECT` I 38. EXISTING ASPHALT PAVEMENT �-� / \ \ 15 c�j / / / / / / 39. CONCRETE RETAINING WALL, SEE DvTAIL 21/AI0 ;/ � n"; 2• / " / I \ O / / 22 I ' \ 1 / a W _ n 40, S THICK CAST.-IN SIDE WALLS AT RraMP / /; f 33 / S/TO, LJATEj� RET T10 �,� \ \ \ // U SEE DETAIL 2/AI1 � \ /; '�-�� .. . ... . . � -q,�SAS 71r�giRD�R�ME A E � �41. HVAC EQUIPMENT LOCAT!CN, SEE MECHANICAL %/ \ 15 \ l 5rE M NT SPL 9(NS 9 St �r Q PLANSO V / 4 �FYEL O ... 2. EXISTING CURB RAMP 43. CAST-IN-PLACE CONCRETE GU 1 - ---t --- - - Rb BETWEEN \ \\O 33 9 5 r / 1 7 rw +A►� DRIVE-TN}� LANE AND BUILDING, SEE DETAIL � � I 19/Ala \ 411 \ 1 ui 2. 44. b" THICK t'tASONRY TRA51-i ENCLOSURE SCREEN / \ IZ IL \ ,5t WALL, SEE :�E 7 41L 5/411, 1/411 � \ J -` •. .� �F�B.�RAIAr • �� V ICINIT 4 / � 45. b" THICK t'1ASGNR- Y HVAC SCREEN WA C A, b ^ "I LL, SEE 1,61 DETAIL 5/All '' y � - �- _- :.. \ + \ ' '� fir• � � �' ., .9 •a 1 � BICYCLE PARKING �ZAGK, SEE DETAIL 21/4' _ 9 I \ 41. NEW POLE 1"10UNTF D .AREA LIGHT, SEE ��w 5�� \ -.` '' ��--_; / : �•{ -- -- � /� / I Z d, ELECTRICAL PL.�NS 48. INTERNATIONAL AGGESS!SILITY SY"'i130L ( INTED AT AC:CE�S!BLE PARKING STALL (48") \ 49. 4" WIDE WHITE PAINT STRIPES AT 30 DEGREE 42 29 - - - -__---- ANGLE, 24" O.C. / C 4,� / •/ .� �� 99 \ \ F FR©,.JECT BATA= 6 50. PARKING LOT PERIMETER CURB TO FUNCTION AS % � �,\\� /3 0 \ �� / r ■ WH'EL BUf 1PER I ol,sntic�r. 51 0: 0: WD,T �' 45 41 33 '3 G� / \ CA-(-- Q o ER QUALITY AN '=T T _ `� i 52' / . STRUCTURE D D._ EN N CUTLET �, \ / 411 / \ a�TL� ARILA• NeRAL_ CG7MMEFiC1AL -' �P' 132 Imo. s/ \� CCCUrAfNGY TY!"EI BZ �_ STRUCTURE (BY TIGARG PROMS"BADE 1 37 g + 314�� + _1�' �' ��P_� �/ c,ONm-rvmv.A6-nC3N MC. VN \ 3 �- _�� 9 "uILLN_ NU Ali A, 2.030 9.rx DEVELOPER) �/� ? 1 1 - (� PA/IK.INo CAPACITY• l3 9"TALL.0 m n U / I ` ' ``� -� C I --_ \ owNenl w A9►Ilr�roN re�r+AL ' Y.1 li 52 STORM WATER INLET WITH 3' X b' X 18 DEEP i �9E'S�, CvL� \�\ 34 42 conllTr►d4a-ronw CL50 RIF' RAP ('BY TIGAR:�D PROMENADE �� - 96.13 ��- -- ____ j t oo�n�sT DEVELOPER). / 1 CD8 . N � _ �.' j" \ �------ - - - --- 53. 8" 5TORt"1 DRAIN LINE (BY TIGARD PROMENADE ` \ �� \ 7^ t 16 15 7 �27 `_�0?'13�„ W-'j - -- - - - - 1 n JE �'ELOPI_R) / 11 36' 54, 12" STORM DF_AIN LINE (SY TIGARD PRL)t DE DEVELOPER) �� 55. STORM WATER DRAINAGE CURB CUT WIT�I 3 X � � 38 54 ��_. _ / / STORM �RAINAC31E ANAL-Y131 c7 6' X 18" CL $0 R F' RAP, FIXTURE CATCHMENT DRAIN DRAINAGE AREA 56. STORM WATER INLET WITH 3' X b' X 18" DEEP � / `�~,_ � � •, � 2. , SIS-•E CAPACITY , CL 50 RIP RAP \ 1 T / CURTAIN DRAIN •1 1004 S.F. b"m 1510@ SF V 51. C>OUBLE TUBE STEE,` COLUMNS, SEE DETAIL I@/RI@- I\ � �� `� � CATCH BA I � S N 9300 5-F 1@"� 41400 S.F. 58. LINE OF R!�OF STRUCTURE OVERHEAD. \ / \ ` ~ CURB D14,41N "1 1980 5F �(l 59. ELEc,TR GAL VAULT AND TRANSFORMER, SEE ~�-� _ 101@@ SF , JU ELECTRICAL FLANS ,\ \�~ i - / i NOTE: b@. TEL.EPHOPIE SF'i_ICE BOX AND GABLE VAUL1 / � \ � -�` - __ � IN � l "��--- UTILITY SERVICE ROUTING AND EQUIPMENT ,) LOCATIONS INDICATED REFLECT THE INFORMATION AVAILABLE AT TII"1E OF DRAWING �-- ` ✓ RFI_EA5E ADDITIONAL INFORMATION SHALL BE PROVIDED AS THE UTILITY CC1'1PANIE5 ADJACENT�TO TE ISISG9'TOF THE INFRASTRUCTUREE. 2 Sli`FEE F> LoAN c 15444 SW Pacific Hwy 141 N 1 of 1 /7 141 r� h .d04•'. rvr< •r„w,.. V. d ..z .?tiNd1: IXf•f wnl^A::•t*1!vMH'rPMY.. -UYWf,H!V1N0r,----,w,.. 1' 1�.,1 ' 'p1N6T�' .'!.Y0.a114R7Rra9PC�nr. N'+I .- Y'•a GIF,'^.'•:i.P'111F ..,._ If this nlltice appears dearer th;-n IIIc k (JU)L 0 8 1998 ,IOi'11111e1lt, the doit-11111(•Ilt is of 111;11•;,111x1 (III:11ity. MIC110FII.,MEIp �l� I �II ��l�I MADE AuCHINA, i Ili�l�l�,;l�l ±'P�ljlJi(I�I(III I!I�I�►j1�1�1 ! II!i!;I� I,l�I ! ILII? I(II11's l III�iJI I I�I1I1i1l 111+f h 111�i�1 i�i�l�l I I�III !�I�I�I I�I�i;l l;l�l•? { t.. ! i 1 1, 1 ' -�� III IIIIIIIII�IIII IIIIIlIIIIilII�Illlfllllllllflllll. !l 111if11!! I114•!!!!II!! !!I?! ?!!Ilf!!!I?!I!!1!?? ?!!!!i!?! !!!!til!!�I!!!!??il�lil!I!I!!I?il!!!!+ill?III!If}�!!I,••.I,t11l, i;.�lll.tllll�Nti i4fIJ111.111llf„11111�, l,l,1f111;IIIIII�JNI,IIL{I{1 {{{1�lilllllll�111111,11,11.1.•. I ADDREF"" hreco rd s\m ic rot i m\ta rgets\building.doc CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone:639-4171 Footing Rain Drain Cover/Service FIN L: Foundation Water Line Ceiling lumb. Post/Beam Mach. Shear/Sheath Framing -M Plbg.Und/Fir/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Mach. Rough-in Gyp. Bd. Bld . San. Sewer Gas Line Appr/Sdwik Reins. Other: _ I I _ Date: A.M. -�°M. — Entry:7& Address: 7 'L Tenant: Ste:_..._. MST: Q'� C BLIP: Con/Own. PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: In�sppec/to'r�,_ __.___ _ Date: CF 'APPROVED __DISAPPROVED/CALL FOR REINSP. I r CITY Oi F T I GARD CERTIFICATE OF COMMUNII-f DEVELOPMEW DEPARTMENT OCCUPANCY 13125 SW Hall Blvd.Tigard,Oregon 97223*8199 (503)639-4171 PERMIT #. . . . . . . I DAT[H-' 15SUED9 SlTE ADDRESS...: !':i444 f-)W PACIFIC HWY IONING:C--G PT) SUBDIVISION. . . . SLOCK. . . . . . . . . . c LOT. . . . . . . . . . . . . CLASS OF WORK. :NEW TYPE Or USE. . . -COM TYPE OF CONSTRs5N OCCUPANCY GRP. iS2 OCCUPANCY LOAD 28 TLNANT NAME— . iWAS4INGTON FEDERAL. SAV INGS - mar.:<q (,ov,st ruct i on of a new x, 880 sq ft. singlestory branch banking ac i I i t vj i t h a single d-i ve- t h --u lane. 513 sq. ft. of drive thru and entr. J canopy. Own e V- WASHINGTON FEDERAL SAVINGS 300 GW ELLSWORTH ST. 011-SANY OR 9*7321 101'lp #t 541-967-7574 intra- tors - ------------ - 1(.)DE%L.riN CONSTRUCTION CO Po BOX 129 WOODBURN 013 97071 Phone #- Req #. 000238 This C.ertific-ite grewt.ii o--cipant.,y c-F the above refevenced building or �Iortic): ther-eof and co-ifirj',�'-)vhat the buildilig has bep.n inspocted for f-,ompliAnce the Staf ':? of Or PIZ iaalty Codes foi- }.he group1.,cupan y, amd i.tsv 1midet- 'y Itich the Was ilsupd. N, 0 . SLY LD .Nr J! Fl()c.*%T IN CONSF11COOLIS PLACE CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Meck. Shear/Sheath Framing -Mach. PIbg.Und/Flr/Slab Pibg.Top Out Insulation -Elect. Post/Beam Struct. Mach. Rough-in Gyp. Bd. -BId . San, Sewer Gas Line Appr/Sdwik Reins. Other: _ p _ Date: Q /a" I C 1(0 A _ P.M. Entry- Address: �'S_ _— Ter ant:_ p. / Q � Ste: MST: _ Con/Own: t71 LS-U � MEC: _ _ PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: _ _ 57 .__�..u•-c2..i�.�+.�, �,,�..-F �'.� a ,,q 71 0Q d4.d4tA_ Inspector: _ �1 _ �_— Date:$_/Z` / _APPROVED DISAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone:639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam M:�h. Shear/Sheath Framing -Mach. Plbg.Und/Flr/Slab Plbg.Top Out Insulatluo Elect. Post/Beam Struct. Mach. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: Date: cA.M. P.M. Entry: Address: f.�, Tenant: _ St :__ MST: BLIP: Con/Own: MEC: PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: Inspector: �� Date: APPROVED DISAPPROVED/CALL FOR REINSP. CF CO `" CITY OF TIGARD ELECTRICAL PERMIT COMMUNITY' DEVELOPMENT DEPARTMENT REST*RICTE D ENEREDY 13125 SW Hall Blvd.Tigard.Oregon 97223*8199 (503)639-4171 PIERMIT #: ELR96-.0249 DA-VE ISSUED- 08/07/96 P A R C-I'E L: 291.10 1.)1,.--0 0 7 0.":? SITE ADDREti:,., t"5444 SW PACIFIC HWY SUBDIVISION. ZONING:C.-G PI) BLOCK. . . . . . . . . . . I-01.. . . . . . . . . . . . . F4,o.ject Descr,iptior, -., WaEJiinqton Federal Data Tele(70MMUT-IiCation Installation A. RESIDENTIAL---.-.-.-.-.--- AUDIO & :STEREO. . . : AUDIO & Sl'EFR:'---O. INTERCO[rl & PAGING. BURGLAR ALARM. BOILER. . . . .. . . . . . . L.P.NDSCAPIE/ I RRIGAI. GARAGE OPENI-R. CLOCK. . . . . . . . 11ED I CAI... . . . . . . . . . . HVAC. . . . . . . . . . . . . ... DA EA/TELE COMIN1. X NURSE CALLS. . . . . . . VACUUM SYSTEM. . . . FIRE ALARM. . . . . . : OU1'DOOR LANDSC L11"[1 , OTHER- HVAC. . . . . . . . . . . . : PROTECTIVE SIGNAL. . INSTRUMENTATION. : OTHER. . : TOTAL # OF SYSTEMS: I FEES WASHINGTON FEDERAL SAVINGS type EAMOUnt by date t,ecpt 300 SW ELLSWORTH S:J. PRIM $ 40. 00 JSD 08/05/96 96-282531 5PCT $ 2. 00 JSD 06/05/96 ALBANY 013 97321 P11-lone #. 541-967-1574 Contv-actut-: 1111-1-ER TELEPHONE SERVICE 42. 01,-1 TOTAL- 385 SPINNAKER WAY -lEQUIRED 1NSPEcTIONS COLUMBIA CITY OR 97016 Ceiling C(aver I Final Phone Wal '_ Cover E2 c)VPr- R P This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore, Specialty Codes and all other Pet-mitee Siqnat�_tr-e applicable laws. Al' work will be don( in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more ....... than 180 days. Issi.ted By ..._.___.__-------__...___.____.._.._.._._.______._.--.-OWNE=R INSTALLqTION The installation is being made on property .1 owi, wt-ii&i is riot intended for- sale, lease, r-t- rent. OWNL.R! Lj SIGNA-VURL: DA-TE. INSTALLATIONbIGNATURE OF' SUPIR. ELECIN- DATE LICENSE 1\10,. Call for inspection 639-4175 Community Development RESTRICTED ENERGY ELECTRICAL AP?LICATION 13125 SW Hall Blvd. Tigard,OR 97213 PERMIT# ( l (\ L _ Phone(503)639-4171 %7) FAX(503)684.7297 DATE ISSUED_ TDD No. (503)684-2772 CITY OF TIGARD Inspection (503)639-4175 ISSUED BY PLEASE COMPLETE ALL SECTIONS 1. LOCATION OF INSTALLA-1 ION 4. TYPE OF WORK Address RESIDENTIAL—Restricted Energy Fee . . . . . . . . . )40.00 C-)Q, l_ _ (FOR ALL SYSTEMS) City State Zip Check Type of Work Involved: PERMITS ARE NON-TRANSFERABLE AND NON-REFUNDABLE AND EXPIRE IF WORK ❑ Audio and Stereo Systems IS NOT STARTED WITHIN 180 DAYS OF ISSUANCE OR IF WORK IS SUSPENDED FOR 180 DAYS. ❑ Burglar Alarm 2. CONTRACTOR APPLICATION ❑ Garage Door Opener* ❑ Heating,Ventilation and Air Conditioning System* Contractor Type �c� ❑ Vacuum Systems* ❑ Other Address:35T S yy IJMsbc C 4t.,[3k. Date ulu 9 _ COMMERCIAL—Fee for each system . . . . . . . . . 140.00 - (SEE OAR 918-260-260) Property Owner 0az�7;, re-(�f-1:11 Check Type of Work Involved: Contractor's Board Reg.No. - 1 ❑ Audio and Stereo Systems ❑ Boiler Controls Phone# .5o� :"q 7 - 3�o I___ ❑ Clock Systems 3. OWNER APPLICATION CA Data Telecommunication Installations ❑ Fire Alarm Installation R 10 Z: ❑ HVAC Print Owner's Name Phone No ❑ Instrumentation ❑ Intercom and PaSir�Systems Ad ess tior��a►� _ ©F 24Z kk 11Landscape Irrigation Control* City State Zip ❑ Medical This permit Is Issued under OAR 918-320-370.This applicant agrees to make only ❑ Nurse Calls restricted energy Installations(100 volt amps or less)i der this permit and to do the ❑ Outdoor Landscape Lighting* following: 1. Only use electrical licensed persons to do installations where required.(Certain ❑ Protective Signallne residential and other transactions are exempt from licensing.These have ❑ Other asteris!•,'*).All others need licensing). 2. Call for an inspection when all of the installations under this permit are ready for inspection at 503.639-4175. ® Number of Systems a. Purchase separate permits for all installations that are not ready for Inspection j when the Inspector is out to inspect under this permit. *No li,enses are required. Licenses are required for all other Installations. 4. Assume responsibility for assuring that all corrections required by the inspector are done,and 5. Assume responsibility for calling for a final inspection when all of the 5. FEES corrections are completed. The person sig i g for this permit must be the applicant or a person a. Enter Fees $ L A0 -O C) authorized t ind the applicant. b. 5% Surcha•ge(.05 x total above) $ _0— lgna re — TOTAL $�o�.C. Au hority if oth r than applicant ENERGAP.CHP owe 111 1,1 I f-J I NOW" f f-11,1i 11 jl,4 v 0 H 1 00-11 t-:. I M ClR S S k-,F MON I 1 14 Y V I 11.114 PORTI-4440 (W 9 7r.,f,f-, UI 1,VIYWO 1111 NI PH I f 41. 1+i?m I I 1*.,1444 ;3W 1•`I-01"1VAl' HWY R9t.-(AP-,44 Wj i*Aj I N111 I IN i 111 i 01. AW)UNT I'll I D CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb, Post/Beam Mach. Sherr/Sheath Framing -Mach. Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Mach. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr,'Sdwlk Reins. Other: I _ Date: A.M. P.M. Entry-.. Address: / S L — i Tenant: _ Ste: MST: BLIP:B =_�_3 ___._ MEC: _ PLM: ELC: THE FOLLOWING CORRECTIONS ARE RFQUIR ffji,-ELR: Z dp kf C4 ey r rr 'r�- � .M-'s-e s 42 r _ T_ Spector: � H�L Date:� _APPROVED _DISAPPROVED/CALLFJRREINSP. F CO -- - . 117 1 CITY OF TIGARD ELECTRICAL PERMIT - COMMUNITY DEVELOPMENT DEPARTMENT RESTRICTED ENERGY 13125 SW Hall Blvd. Ti�iarri,Oregon 97223.8199 (503)039-4171 PERMIT #: ELR96-0246 DATE. ISSUED: 013/05/96 UARCEL: 2c3110DB-00702 SITE ADDRESS. . . : 15444 SW PACIF*IC HWY GUbDIVIGION. . . . : ZONING:C-G PD BLOCK.. . . . . . . . . . : 1_01.. . . . . . . . . . . . . Protect Desr..r-iption: Washinr It on Feder,aI Protective Signali.ng A. RESIDENTIAL_- - ---- - B. COMMERCIAL- AUDIO & STEREO. . . : AUDIO & STEREO. . : INTERCOM & PAGING. . : BURGLAR ALARM. . . . : BOILER. . . . . . . . . . : LANDSCAPE/IRRIGAT. . : GARAGE OI DLNER. . . . . CLOCK. . MEDICAL. . . . . . . . . . . . . HVAC. . . . . . . . . . . . DATA/TEL COMM. . . NURSE CALLS. . . . . : VACUUM SYSTEM. . . . FIRE: ALARM. . . . . . : OUTDOOR LANDSC LITE: OTHER: : : HVAC;. . . . . . . . . . . . : PROTECTIVE SIGNAL. . :X INSTRUMENTATION. : OTHER. . : It TOTAL # OF SY5TE013I 1 Owner ___._..._ .._________.__.._.._..___........_._ ..._._.__._...__.____..__.__..._______-- FEES ------____--__--___ WASHINGTON FEDERAL SAVINGS type amount by date recpt 300 SW E. _LSWORTH ST. PRMT $ 40. 00 JSD 08/05/96 96-2 x2495 5PCT E 2. 00 JE'D 08/05/96 96--28249C, ALBANY DR 97321 Phone #: 541-967--7574 KING ENTLRPR I SES $ +2. 00 TOTAL 6921 164 TFI ST SE REQUIRED INSPECT 10 JS SNOHOMISH WA 98290 Ceiling Coy Elect' I Final Phone #- Wa1 .i Rey #. . : 106188 -This pereit is issued subject to the regulations co0ained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other F.'km.i-tv- Si gnat�.rr-e applicable laws. All work will be done in accordance with approved plans. This pereit will expire if work is not started within 188 days of issuance, or if work is suspendei for Bore than 180 nays. I spied By _-OWNE:R INSTALl_ATIO ONLY-._.__. ._._..._...__..._.__._.._.__._..__..____._ The installation is being made an property I own which is not intended for sale, lease, at, rrnt. OWNER' S SIGNATURE: _ �. _. _ DATE: - -_--._.__._.___..._CONTRACTOR INST(aLLATION SIGNATURE OF' SUPR. ELIC' N: _. _ _.__. .._ DATE: LICENSE NO Call for, inspection _. 639-4175 P - Community Development RESTRICTED ENERGY ELECTRICAL APPLICATION 13125 SW Hall Blvd. Tigard,OR 97223 PERMIT# Phone(503)639-4171 ' t^ FAX(503)684-7297 DATE ISSUED y'�/i-f �> � C, TDD No. (503)684-2772 t CITY OR TIOARD Inspection (503)639-4175 ISSUED BY _ PLEASE COMPLETE ALL SECTIONS 1�,,24 C TION INSTAL ION r 4. TYPE OF WORK S� � C C f r Address ilS (T/ \ / RESIDENTIAL—Restricted Energy Fee . . . . . . . . . $40.00 nK IZCI-�W (FOR ALL SYSTEMS) City State Zip Check Type of Work Involved: PERMITS ARE NON-TRANSFERABLE AND NON-REFUNDABLE AND EXPIRE IF WORk ❑ Audio and Stereo Systems 15 NOT STARTED WITHIN 180 DAYS OF ISSUANCE OR IF WORK IS SUSPENDED FOR 180 DAYS. ❑ Burglar Alarm ❑ ' 2. CONTRACTOR APPLICATION Garage Door Opera ❑ Heating,Ventilation and Air Conditioning System* Contractor��U N I KK Type 401_ (� �Ct _-_ ❑ Vacuum Systems" I�` /,�� ll ❑ Other. Address-W — Date ^� COMMERCIAL—Fee for each system . . . . . . . . . 140.00 (SEE OAR 918-260-260) Property Owner _ .__ a Check Type of Work Involved: Corti,,ctor's Board Reg. No. _(C i ° y ❑ Audio and Stereo Systems ❑ Boiler Controls Phone# a"" Y ❑ Clock Systems 3. OWNER APPLICATION ❑ Data Telecommunication Installations ❑ Fire Alarm Installation ❑ HVAC Print Owner's Name Phone No ❑ Instrumentation Address ❑ Intercom and Paging Systems ❑ Landscape Irrigation Control* City State Zip ❑ Medical This permit is issued under OAR 918.320.370.This applicant agrees to make only ❑ Nurse Calls restricted energy installations(100 volt amps or less)under this permit and to do the ❑ Outdoor Landscape Lighting* following: 1. Only use electrical licensed persons to do Installations where renulred.(Certain Protective Signaling residential and other transactions are exempt from licensing Tl.ose have ❑ Other asterisks(*).All others need licensing). 2. Call for an inspection when all of the installations under this permit are ready for inspection at 503-639-4175. ❑ Number of Systems 3. Purchase separate permits for all installations that are not ready for inspection when the Inspector is out to Inspect under this permit. •No lie enses are required. Licenses are required for all other Installations. d. Assume responsibility for assuring that all cwnections reyuiree by the inspector are done,and 5. Assume responsibility for calling for a final inspection when all of the 5. FEES corrections are completed. The person signing for this permit must be the applicant ora persona. F_nler Fees $ authorized to bi .pDlic 5% Surcharge(05 x total above) $ TOTAL $ `/ Authority if of er than applicant ENERGARCHP 111 Olt.1\1 I 14F l FJ P 1 �:WE-i A WI-11J1 Ir I I i.l., VIVA KW13 F:'.N;l PIA-W44i 01. VIVO 6921 16411! l SNOW)PITFA-1 i4li PURPOfif.. OF PAYMENT 111,14 it fill 00 EI I F 1.1,R I A if 1-T,P11 I 1 1+11!1.11 t'l-R CITY OF TIGARD BUILDING; INSPECTION NOTICE Inspection Line: 639-4175 Business Phone. 639-41-71 Footing Rain Dr,,-',i Cover/Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam h1ech. Shear/Sheath Framing -Mech. Plbg.Und/Flr/Slab Plbg.Top Out Insult 3n �fo" Elect. Post/Beam Struct. Mech, Rough-in Gyp. Bd. g. San. Sewer Gas Line Appr/Sdwlk Reins. Other: Date: !7' –fib A.M. _ M. Entry: Address: Tenant:_ �)!/1�[.L JY _ Ste: _. MST. _ _ –�– n BLIP: —_ Con/Own: 1 MEC:PLM- ELC7Z THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: — --moi--•-�—N�' r �"- - Inspector: _.--.--- –�� -- Date: _APPROVED ISAPPROVED/CAlft15OR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspectiun Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL Foundation Water Line Calling -Plumb. Pout/Beam Mach. Shear/Sheath FramingMec . Plbg.Und/Flr/Slab Pibg.Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San, Sewer Gas Line Appr/Sdwlk Reirs. Other: Date: J �_ P.M. Entry. Address: 2L Tenant: �� — Ste: MST: _— BLIP:e7V Con/Own: MEC• — f!_13f PLM: ELC: THE FOLLOWING CORPECTIONS ARE REQUIRED: ELR: . _ '��-�� a--d+�� `�-✓ itis cmc__ S InsVPPROVED -- Date: —DISAPPROVED/CALL FOR REINSP CF CO Construction Inspection &Related 'I"t is Carlson Testing, Inc. 96-5181 July 19 , 1996. P.O. Box 23814 JOB NO. . — Tigard,Oregon 97281 Phone(503)684-3460 REPORT OF IN-PLACE ASPHALTIC CONCRETE DENSITY TESTS FAX N 684-0954 Client WOODBURN CONSTRUCTION CO Project WASHINGTON FEDERAL SV INGS & LOAN - �5 1 SW PACIFIC Hw1rT :T_GAkD, OR Description CLASS "C" ASPHALTIC CONCRETE FROM LAKESIDE - - - - Rice-Density- ---157.2 Marshall Value Method of best ..___ASTM D2950 Serial III. DATE OF TEST TES 1' LOCATION Lift No. In Place Density cOMFAGTION TEST NO. _ 7-15 1 CENTERLINE + 10 ' 1 144 .7 92 . 1 7-15 2 CENTERLINE + 30 ' 1 144 .6 92.0 7-15 3 DRIVE-THRU LANE (ENTRANCE) 1 142.7 92.. 1 7-15 4 DRIVE-THRU LANE (AT WINDOW) 1 143. 5 92-. 6- 7-151 5 DRIVE-THRU LANE (EXIT) 1 145.2 93 .7 7-15 6 PARKING LOT EAST 1 143.6 92 .6 7-15 7 PARKING LOT WEST 1 144. 5 93.3 r— Remarks: CC: CI'T'Y OF TIGARD _ BENCHMARK ARCHITECTURAL SERVICES B. YOUNGBLOOD CRW ---—� — - TECHNICAL DIRECTOR -------- -- - -- �d By_ Tested by ___. __-_- CARLSON TESTING INC. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Construction Inspection&Related 7 esis Carlson Testing, Inc. Geotechnical Consulting P.O. Box 23814 Tigard, Oregon 97281 Phone (503) 684-3460 July 18 , 1996 FAX(503)684-0954 ♦96 -5181 . CTI Woodburn Construction PO Box 129 Woodburn, Oregon 97071 Re: Washington Federal Savings & Loan 15444 SW Pacific Hwy - - Tigard, Oregon Maximum Specific Gravity Testing Gentleman : Following arE results of a maximum specific gravity test cond,.ic'_ ,d on a sample of class "C" mix asphaltic concrete produced by Lakeside Industries and sampled by our representative on July 15 , 1996 . This sample was recei-veo ' n our laboratory on July 15 , 1996 and tested on July 1.6 , 1996 . OSHD TM 306-A/TM-368 Rice Value = 2 . 522/157 . 4 p. c . f . uur reports pertai_.i to the material tested/inspected only . InforrmaLicn conta)-ned herein is not to be reproduced, except in full , without prior authorization from this oif.ice . -f there are any further questions regarding this matter please do not hesitate to contact this office . Respectfully submitted, i Jkas LS /F /G , INC . A glach sident cc : City of. Tigard Benchmark Arch_.tectural Services - Cary Day •0718ve,aos•i Construction Inspection&Related Tests Carlson Testing, Inc. Geotechnical Consulting P.O. Box 23814 JOB un. 96-5181 'Tigard,Oregon 97281 Ju 1 I 1 , 1996 Phone(503)684-3460 REPORT OF IN-PLACE DENSI TY TESTS "AX(503)684-0954 WOODBURN CONSTRUCTION CO _ BUP95•-0516 �jeci WASHING TON FEDERAL SAV "NG'� & LOAN _ 15444 SW PACIFIC HWY OR h4aterial Description :3/4_'x_rIGARQ SAND & GRAVEL — Max. Dry Density 12'x.2 lbs./cu.ft. Optimum Moisture 12 .J _% Method of Test AASHTO T-99 Serial M 18739 NUC 3440 % ADJ. FIELD IN-PLACE DENSITY DATE OF TEST TEST LOCATION COARSE MAX. ELEV. MOISTURE _(LBSICLI.FT.) '° TEST NO PARTICLES DENS. FT. % WE7 I DRY COMPACTION CORNER OF EN'TRY .77 12 0 5 ." 129 .4 122 .s yt3 NORTHEAST COR I O .G . I 13 1.0 4 .9 ]..'6 .9 121 .0 97 I �FR I V - RU E NT R A N C E O .G . 14 •-10 6 . 126 .5 ]. 19 .0 95 DR:'V -THRII -X:1 O •G _ • i ].5 /-10 5 .7 1 131 .9 124 .8 100 Remarks: 95% COMPACTION REQUIRED cc= CITY OF TIGARD BENCHMARK ARCHITECTURAL. SERVICES - GARY /I ,1 TECHNIC AL DIRECT" ROD SHELAST /CRW Reviewers By TliltMbyeports pertain to the material tested/inspected only . CARLSON TE. INC. Information contained herein is not to he reproduced, except in full, without prior authorization from this office, CENTURYWEST Construction Inspection and Testing Services DAILY INSPECTION REPORT Client: Washington Mutual Book Report#: 96330054 D(6-28) Address: 10303 Meridian Av,N.,Ste. 104 Seal1le 99133 Report Date: 7-3-96(a) Project: Battleground branch Permit il: - Job Address: 204 W Main.Battleground WA Client's PO: Approved Plans On-site: yes Weather: cloudy Amb.Air 60°F Service(s) Provided: Special inspection: Welding, Structur-,.l Steel Test Specimens: none Supplier/Mix I.D. Specimen Size Req'd Str(p-i) Mix Temp Slump Air% Qty.(cu.yd.) J DescriptioniLocation/Remarks: Performed visual inspection of the following stnictural steel members ind found acceptable: 1 each: IA, 113, IC, ID, IM, IN, IP 2A,2B,2C(R),"C(L),2F,2H,2D,2K 3A,313, 3C(R),3C(L),317,3H,3M 4A,413,4C,41),4F,4H,4N 5A,5B, 5r ;P,5F,5H, 5K,5M,5N, 5P, 5S, 5T, 6A,6S 2 each: 1F, 1H 3D, 3K 13 each: 3X Inspector/Tech: Gilbert E. Baker Cert: 605 Date: 6-28-96 On/Off-site: 10:00/11:30 am Reviewed by: 11-, I Title: Agency Manager Of 1132 S.E.Salmon Street,Portland,OR 97214 (503)239-8600 FAX: (50?)233-0409 Information contained herein is not to be reproduced,except in full,without prior authorization from this office / (J i1 CENTURYWEST Construction Inspection and Testing Services DAILY INSPEC fION REPORT Client: Washington Mutual Bank Report 4: 96330054 D(6-27) Address: 10303 Meridian Av.N.,Ste. 104 Seattle 98133 Report Date: 7-3-96(d) Project: Battleground branch Permit tt: Job Address: 204 W Main,Battleground WA Client's PO: Approved Plans On-site: yes Weather: Overcast Amb.Air 65°F Service(s)Provided: Technical: Concrete Special Inspection: Reinforcement Test Specimens: Concrete Supplier%Mix I.D. Specimen Size Req'd Sir(psi) Mix Temp Slump Air°'o Qty.(cu.yd.) Lewis Rock&Redi- 6 x 12 3000 73°F 4' 5.0 50+ Mix/3000 Description/Location/Remarks: Arrived on site as requested. Inspected reinforcing steel for stem walls I-om footing to finished floor elevations. Reinforcing steel was placed per plans. Contractor placed 54+cubic yards of 3000 psi concrete in S.O.G. and stem walls. Slab was poured monolithic with stem walls,2,500 psi required for slab. One set(4)6 x 12 cylinders was cast Inspector/Tech: D.Tilton Cert: Til 447079 Date: 6-27-96 On/Off-site: 9:15 am/1:30 pm Reviewed by: r" may, � � Title: Agency Manager y 1132 S.E.Salmon Street,Portland,OR 97214 (503)239.8600 AX: (503)233.0469 Information contained herein is not to be reproduced,except in full,without prior authorization from this office .ii CENTURYWEST Construction Inspection and Testing Services DAILY INSPECTION REPORT Client: Washington Mutual Bank Report#: 96330054 D(6-20 Address: 10303 Meridian Av.N.,Ste. 104 Seattle 98133 Report Date: 7-3-96(d) Project: Battleground branch Permit#: C96C0118 Job Address: 204 W Main,Battleground WA Client's PO: Approved Plans nn-site: yes Weather: Clear Amb.Air 7FF Service(s)Provided: Technical: Concrete Special Inspection:Concrete Test Specimens: Concrete supplier/Mix LD. Specimen Size Rev'd Str(psi) MixTemp Slump Air% Qty.(cu_yd.) Lewis Recii-Mix 6 x 12 3000 78°F 31/:' 3.2 9.5/25^ Description/Location/Remarks: Concrete was placed it curtain wall footings and column footings. Placement of Grade 60 :inforcing curtain wall footing u+B-E/ 1-line and E/1-7, B-E/7,B/1-7. As per J/5-4 i 2 45 cont. bottom 44 at 12"O.C. E.F.cont. Column footings at 13/1,C/1,E/1,E/6,D/6,B/6 as per"B" footing schedule. 4'0" x 4'0" x I'deep 5#5 EW at bottom Column footings at 13/2, B/5,E/2, E/5,as per"C" footing schedule 4'6"x 4'6"x I'deep 6#5 R.v/.top and bottom Column footings at B/4,1741,E/4,C/6 as pet "A" footing sch-dule 2'8"x 2'8"x Vi cep 4 95 E.W.at bcttom Inspector/Tech: " Robbins/CM Cert: CM Yuckert Date: 6-20-96 On/Off-site: 1 1:15am/2:30 pm Yucl:ert 48-9919 Reviewed by: <2 . -yi-i � � Title: Agency Manager 1132 S.F.Salmon Street,Portlpnd,OR 97214 (503)2.39-8600 FAX: (503)233-0469 InCnmation contained herein is not to be reproduced,except in full, without prior authorization from this office CENTURYWEST Construction Inspection and Testing Services DAILY INSPECTION REPORT Client: Washington Mutual Bank Report#: 96.330054 D(6.49) Address: 10303 Meridian Av. N.,Ste. 104 Seattle 98133 Report Date: 7-3-96(b) Project: Battleground branch Permit 9: — Sob Address: 204 W Main,Battleground WAS Client's PO: Approved Plans On-site: yes Weather: Sunny Amb. Air �8°F Service(s) Provided: Special inspection: Reinforcement Test Specimens: none SupplierNix I.D. Specimen Size Req'd Sir(psi) Mix Temp Slump Air% Qty.(cu.yd.) Description/Location/Remarks: Arrived as requested to perform inspection of reinforcing steel For footing. Upon arrival spoke with Ron Edgerton of Fletcher Wright, who is their operations m;eager. The crew and superip.endent had left for the day and there was no way to get in the trailer that the plans were in. A quick inspection found severa; locations where rebar did not have proper clearance of ground or forms. Ron was made aware of this and called the superintendei:t from the job site and made him aware of these problems. Mr. Edgerton was informed of those deviations on 6/19/96 at 3:40 p.m. Inspector/Tech: Scott Young Cert: You723814 Date: 5-28-96 On/Off-site: 10:00/11:30 am Reviewed by: Title: Agency Manager 11.32 S.E.Salmon Street,Portland,OR 9721.1 (503)239-8600 R%X: (503)233-0469 Information contained herein is not to be reproduced,except in full,without prior authorization from this office ISO// CENTURYWEST Construction Inspection and Testing Services COMPRESSIVE STRENGTH TEST REPORT CLIENT: Washington Mutual REPORT NO.: { _,330054 B(6-20) ADDRESS: c/o Falkin Associates DATE CAST: E-'0-96 10303 Meridian Ave.N.,Ste. 104, Seattle 98133 REPORT DATE: 7-2.16 PROJECT: Washington Mutual CLIENT'S PO NO.: ADDRESS: Battleground CGNTRACTOR: Fletcher-Wright Constr. SUB-CONTRACTOR: FIELD DATA: Method of Sampling: ASTM C172 Method of Testing: ASTM C39 Weather: Clear Temps: Amb. Air= 76°F High= --- Low= --- Sample Temp.: 78°F Slump: 31/:" Air: Unit Wt.: --- Yield: --- _ Test Time. 1:25 pm Load#: 2 Cement Ce.ntent: --- /cu yd W/C ratio: --- Placement Location: Footings @ E/1-7 TICKET DATA: Supplier: Lewis Reck and Redi-mix _ Truck#: 2' _ Ticket#: 89865 Strength Requiremt;nts: 3000 psi @ 28 day #of cu. yards: 9.5 of 25 Mix#: 0965 #of Sacks: --- Cement type: --- Admix#I: AF Admix#2: -••- Admix#3: --- Batch time: 12:52 H2O added on-site: 5 gal. Max.aggr.: 3/4" LABORATORY DATA: Specimens: 6 x 12 inch cylinders Date Received: Test. Test Failure Compressive Average Length/Width/Height Area Stt# Rei. # Date Ave Load Strength Strength Inches Sq. In. Tech —y _ 1160 6-26 0 47,195 1670 -- 28.27 -- � 7-18 28 7-18 28 —'- 7-18 H — Remarks: Cast by: T. Robbins Onsite: 11:15 am Offsite: 2:30 pm Reviewed by: g Title. A �ency Manager --- 1132 S.E.Salmon Street,Portland,OR 9721-4 (503)239-8600 FAX: (503)233-0461) Information contained'jerem is not to be reproduced,except in full, without prior authorization from this oftiL. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FI 4) Foundation Water Line Ceiling -Plumb. Post/Beam Mech. Shear/Sheath Framing -Mech. Plbg.Und/Flr/Slab Plbg. Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: -4.4 Date: 7 -- A.M. P.M..__ Entry: Address: __ q_ �— Tenant: .,�_� _-- � Ste:__.___ MST: Con/Oa is g , p MEC PLI'd: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: — *'f _ Inspector: _ of Date LAPPM3VED —DISAPPROVED/CALLF R — ---�— O REINSP. CF CO MLL,HFAN I oiL DAPERM I T CITY OF T I CARD PERMIT ISSUED:#. . . . . 06/28/96 ;17. . . MEC95-0436 TE COMMUNITY DEVELOPMENT DEPARTMENT PARCEL. 2S110DB-00702 S I T 113111I 5: 1 , _ Al�djlqq'd, 9f 9;f O?�"0-111 Toj y SUBDIVISION. . . . : ZONING: C—G PD BLOCK. . . . . . . . . . . LOI.. . . . . . . . . . . . . .I --- ----------------- L.LASS OF WORK. . :NEW FLOOR TURN. . . . : 0 EVAP COOLERS: 0 TYPE OF USE. . . . :CO?yl UN!T HEATERS. . : 0 VENT FANS. . . : I OCCUPANCY (3RP. . :B2 VENTS W/O ADPL: 0 VENT SYSTEMS: 0 STORIES. . . . . . . . : I BOILERS/CnNip-IRESSORS HOODS. . . . . . . : 0 FUEL TYPES------------ 0-3 . . . : a DOMES. INCIN: 0 :/GAG/ELE/ 3-15 .. . . . : 0 COMML. INCIN: 0 MAX INPUT: 0 BTU I5-30 HP. . . . : 0 REPAIR UNITS: 0 FIRE DAMPERS?. . : 30-50 HP. . . . : 0 WOODS. -JVES. . : 0 GAS PRESSURE. . . : M 50+ HP. . . . : 0 CLO DRYERS. . : 0 NO. OF UNITS------------- AIR HANDLING UNITS OTHER UNITS. .- I FURN ( 100K BTU: 2 1000k, cfm: "_1 GAS OUTLETS. : 1 FURN )-100K BTU: 0 > 10000 cfm: 0 Remarks: Construction of a new x:, 880 sq. ft. single—story branch banking faci lit y with a single drive—thru lane. Owner: --------------------- ----------------------------------- FEES ------------._.. WASHINGTON FEDERAL SAVINGS type amount by date recpt 300 SW ELLSWORTH ST. PIRMT $ 43. 50 B 06/26/96 96-281173 PLCK $ 10. 88 B 06/28/96 96-2811'7,.,, ALBANY OR 97321 5FICT $ E Is B 06/28/96 96-28117'-3 Phone #: 541-967-7574 Contractor: ---------- ------____.-----------_ ARROW MECHANICAL 10330 SW TUALATIN RD TUALATIN OR 97062 Phone #.- $ 56. 56 TOTAL Reg #. . : 005,193 REQUIRED INSPECTIONS -------- This permit is issued subject to the regulations contained in the Gas Line Insp Tigard Municipal Code, State of Ore, Specialty Codes and all other Mechanical Insp applicable laws. All work will be done in accordance with Heating Unt Insp approved plans. This permit will expire if work is not started Coolinq Unt Insp within 180 days of issuance, or if work is suspended for more Duct Inspection thar !88 days. Misc. Inspection Final Inspection Perm i t t e L 3 • Si a -0, U. : BY : Call for inspection 639-4175 City of Tigard MECHANICAL PERMIT Planck/Rec. # 13125 SW Hall Blvd. APPLICATION ` Permit # J�(:712 -F Tigard, OR 97223 ! (503) 639-4171 i • .. mM escnpuon nyjlj Iy U Table 3A Mechaiucal Code QTY PRICE AMT Job r-1•I.- q j) n, ^1 S 1�'. )f��- 1) Permit Fee -0- -0- 10.00 Address _(r 1",A (1>(' )Z 1 2) Supplemental Permit J.00 •m ••M•. w•••• r purnace to 100,00171 9T-0 JI V11 1) incl ducts &vents L 6.00 Furnace 100,000 BTU + Owner " U E!i:a+gni v� J�, ' ?l " 2) incl. ducts &vents 750 �. nor urnance ,Y `If ` —) V t f ;i7�;_ ' 3) ncl. vent 600 - •m W^•m• '--"— Suspended eater, wall eater 4) or floor mounted heater 6.00 %4iiii ••• ^^• Vent not incl. in Occupant 5) appliance permit 300 p --TZepair of heating, re ng. 6) cooling, absorption uon 600 •^• r oi.er or comp, Feat pimp, air con 1 CLl Mi r ^Vr'( 7) to 3 HP: absorp unit to 10K, BTU 600 • a ... _ ^ Boiler or comp, eat pump, r cona— .. 8) 3.15 HP, absorp unit to 500K LTU 11 GJ Contractor of er or comp, heat pump, air co., . 170(1 9) 15-30 HP: absorp unit 5-1 and BTU 15.00 .. •a .�•, -+ Boiler or comp, heat pump, air cond �- 0- 17% 10) 30-50 HP; absorp unit 1-1.75 roil BTU 22.50 lie reby ac now a ge that I have re ol AN% application, that the 9-371 er or comp, heat pump, air con nformation given is correct, that I am the owner or authorized 11) , 50 HP absorp unit 1.75 and ETU 37 50 agent of the owner, that plans submitted are in compliance with Air Randli,7q unit to State laws, that I am registered with the Construction Contractor's 12) 10.000 CFM 4.50 Board, that the number given is correct. (If exempt from State v andling unit registration, please give reason below) 13) 10,000 CTM + -T 7 50 Non portable 14) evaporate cooler -150 Vent fan connected 15) to a single duct 300 ent-dation system not 16) included in appliance permit 4 50 �.�,. ...«N,.•^ ., Hood serve y I-) mechanical exhaust a^0 escn e wrrk nL r addition L) arteration �) repair l ommercia or industrial to be done residential Q non-residential 0 18) type incinerator 30.00 xisting use oi--- Other a woodsro :ve. Ater r� ,.7 budding or property 19) heater, solar, clothes dryers, etc. j 4 50 L� Proposed use of -- 20) Gas piping one to four outlets 200 �- building or property 1) More than 4-per outlet (each) 200 Type of fuel -oil Q natural gas (-) [.P(', O -Iectric I -- _NOTICEtT Minimum Fee $25.00 SUBTOTAL PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR 5°• SURCHARGF IF CONSTRUCTION OR WORK IS SUSPENDED OR 7 ABANDONED FOR A PERIOD OF 180 DAYS A'i ',NY TIME PLAN REVIEW 25% OF SUBTOTAL AFTER WORK IS COMMENCED — TOTAL Soec al Conditions Date issued by LCG409TSWIMMOVIT Y IPI Ilk ;'fo'bit-A"41 kof j. I J�--I W;1. lAALlL,K NFIMI rjw MECHAW-l", 0. Oki P R h 1141 1)(4 11 JO.&XI SW 11Jt1L fll J4 M) TUAI-PTIN OR 9 706P- PAYMENT tit 1 ,whi-W t-itic.pow PWA) I Ilk e. MF 4-W �Ii- t to VILAN CHli"CK mr C`,444 SW NO 11 It 111,1i , *11AL AMOUNT PAID CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling um Post/Beam Mech. Shear/Sheath Framing -Mech. Plbg.Und/Flr/Slab Flbg. Top C'-jt Insulation -Elect. Post/Beam Strict. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Rulns. Other: �%�S� C � L Date: _(, A.M. P.M. Entry: Address: _ �-C-- Tenant: Ste:__ MST: -� BLIP: Con/Owr,: 517-c1 - ZZ-Z __ _ MEC: PLM: M577? THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: ._ I specto�� _ Date: _ v APPROVED _—DISAPPROVED/CALL FOR REINSP. CF C CITY or TICtARD BUILDING INSPECTION NOTICE Inspection Lina: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line i ing -Plumb. Post/Beam Mech. Shear/^heath Framing -Mach. Plbg.Und/Flr,'Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: Date: Tom. �e— AM P.M.___ Entry Address: __�,r�� -- •� __ Tenant: _ _ Ste: MST: ' BUP: Con/Own.._ J _ MEC;: PLbi: ELC: . THE FOl-LOWING CORRECTIONS ARE REQUIRED: ELR: _ 'I Inspector:'Xf_Lk_CLr I -..2,1r T— (,� / ,/ Date. iyrr �VFD _DISAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspectiun Line:639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation %Dater Line Ceiling -Plumb. Post/Beam Mach. Sh:ar/Sheath Framing -Mach. Plbg.Und/Flr/Slab Plbg. Top Out Insulation -Elect. Post/Beam Struct. Mach. Rough-in Gyp Bd. -Bldg. San. Sewer Uas Li_nB,) Appr/Sdwlk Reins. Other: Date: 0� A.M. P.M. Entry: _ Address: Tenant:�l ,.�_ 11_. P Ste: MST: Con/Own: "Z� —Zz,�� MEC: PLM , ELC. i HE FOLLOWING CORRECTIONS ArE RECUIRED: ELR Inspector. . ---- - _ — — Date: APP D —DISAPPROVED/CALL FOR REINSP CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/ ervice FINAL: Foundation Water Lime Ceiling -Plumb. POSdBeam Mech. Sheai/Sheath Framing -Mech. Pibg Un!+/Flr/Slab Plbg. Top Out Insula*on Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd -Bldg San. Sewer Gas Line Appr/Sdwlk Reins. Other: ----- -- — ------ Date: / ( A M. _P.M.—_ Entry: . Address' -._1_�� -ex Tenant: _ Ste' --- MST ---- - Con/Own: �„ C ��__�LZ. ►�,_ t< F THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR:0. OC �- 77- -,�/ -�---- Date . A'-'PROVED _DISAPPROVED/CALL FOR REINSP. CF CO 7 CITY OF TIGARD BUIL.;NG INSPECTION NOTICE Irspauuon Line: 639.4175 Business Phone: 639-4171 Foot,. F -iin Dtain Cover/Service FINAL. Foundation Water Line Ceiling -Plumb. Post/Beam Mach. Shear/Sheath Framing -Mach. Plbg.Und/Flr/Slat Plug.Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in yp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins, I Other: . -- Date: �..S a:n_ A.M. P.M. Entry: Address: .5-�j __ �c - Tenant: - _—_�— Ste:__ MST: BUP: Con/Own: _ MEC: PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: _ Inspe^toy __ Dater Lj� 'PROVED __DISAPPROVED/CALL FOR REINSP, CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FI . Foundation Water Line Ceiling •Plumb. Post/Beam Mech. Shear/Sheath Framing -Mach. Plbg.Und/Flr/Slab Plbg. Top Out nsulationi -Elect. Post/Beam Struct. Mach. Rough-in Gyp. Bd. ..Bldg. Sen. Sewer Gas Line Appr/Sdwlk Reins. Other: Date: s — A.KI P.M. Entry: Address: q Tenant: _ _ MST: _ Con/Own:... l{'.S U L4 BLIP: O --- MEC:------ PLM: ELC: — -- 7HE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: Inspector: Dat3: OVED _DISAPPROVED/CALL FOR REINSP. CF CO V CITY OF TIGARD BUILDING INSPECTIOtJ NOTICE Y Inspection Line: 639-4175 Business Phone: 639-4171 Footing RLm Drain Cover/Service FIN/L Foundation Water Line Ceiling -Plumb Post/Beam Mech. Shear/Sheathram' -Mech Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Rains. OthRr: Date: �� A.M.�—_P.M. Entry: — Address: _4�— ""� – -- ' Tenant:-----______-_ Ste: MST: Con/Own: MEC:__ PLM: ELC: THE FOLLOWING CORRECTIONS ARE F'EQUIRED: ELR: Ins�pec�tor; Date: �RPPROVE DISAPPROVED/CALL FOR REINSP, CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cov /Service FINAL: Foundation Water Line Ceiling -Plumb. Post/Beam Mach. Shear/Sheath Framing -Mach. Plbg.Und/Fir/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Mach. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins. Other: _ Date: aP �( two A.M. P.M. Entry:, Address: .,Y- L — -- Tenant: �J Q G[ • _ Ste:__ MST. — --� BUP: 0. _ Con/Own:-t-LCJ-� ,� --!F,--±-- MEC: PLM: ELC: O 7-- , THE FOLLOWING CORRECTICNS ARE REQUIRED: ELR: Inspector: fT d�J/�cG's , +�/ /��iDate: APPROVED _DISAPPROVED/CALL FOR REINSP. CF CO . ......... CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: Foundation Water Line Ceiling -Plumb, Post/Beam Mech. Shear/Sheath Framing -Mach. Plbg.Und/Flr/Slab Ibg.Top ut Insulation -Elect. Po3UBeam Struct. Mech. Rough-in Gyp. Bd. -Bldg. Sari. Sewer Gas Line Appr/Sdwlk r Reins. Other: WL, Date: A.M. RM. Entry: Address: �S 14� _C _ Tenant: Ste: MST: Con/Own:_. Z `j- Z Z 2— BBLIP:P:_ MEC: PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: In pector!?/// Date: PPROVED _DISAPPROVED/CALL FOR REINSP. CF CO i CITY OF TIGARD BUILDING INSPECTION NOTI Inspection Line: 639-4175 Business Phone: 6'19- 1 Footing Rain Drain Cover/Service 1 Foundation Water Line Ceiling -Plumb. Post/Beam Mach. Shear/Sheath Framing -Mach. Plbg.Und/Flr/Slab Plbg. Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Agpr/Sdwlk Reins. r Other: Date: _ D A.M. P M. Entrv: Address: �— Tenant: --- --- --.— _— Ste._ — MST: Con/Own: BUP:_ _ _ MEC: PLM: ELC: THE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: ._ Inspector: Date: ED __DISAPPROVED/CALL FOR REINSP. CF CO CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Business Phone: 639-4171 Footing Rain Drain Cover/Service FIN Foundation W�'er Line Ceiling -Plumb. Post/Beam Mech. a ,/Shea Framing -Mech. Plbg.Und/Fir/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Mech. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Une Appr/Sdwlk Reins. Other: Date: A.M. P.M. _ Entry: Address: IS �w.c Tenant: _ Ste: G MST: BUP: _D Con/Own: 5Z _ MEC: PLM: ELC: ._._ - --- THE FOLLOWING CORRECT iONS ARE REQUIRED: ELR: _ Inspector: Date D —DISAPPROVED/CALL FOR REINSP. CO ELECTRICAL PERMIT CITY OAF TIGARD DATEIISSUED:C014/.301/91, COMMUNITY DEVELOPMENT DEPARTMENT PARCEL: 2S110DB--001m.? 13125 SW Hall Blvd,Tigard,Oregon 97223.8199 (603)639.4171 ITL i�I)DkF-55. . . : SW 1='I=3i If lt_, Hwy SUBDIVISION. . . . *. ZONING:C-G Pl) BLOCK. . . . . . . . . . . 1_01.. . . . . . . . . . . . . . Project Description : Installing one sorvir_e feeder to 400 amps and 31 branch circi.aits. --RESIL,ENIIAL YUNI'T-.-_- ._ —TEMP SRVC/FEEDERS---- -- ---hIISCELLANEIJUS---- 1000 SF OR LESS. . . . : 0 0 _ 200 amp. . . . . . . : 0 PUMP/IRRIGATION. . . . : 0 EAC'I ADD' L 500SF. . . : 01 201 - 4.00 amp. . . . . . . : 0 SIGN/OUT LINO. LTG. . : IZI LIMITED ENERGY. . . . , : 0 401 - 600 amp. . . . . . . : 0 SIGNAL/PANEL.. . . . . . . : 0 MANF. HM/ SVG/FDD- . : 0 601+amps-1000 vo', t s. : 0 MINOR LABEL ( 10) . . . : 01 ----SERVICE/FEEDER---- -----BRANCH CIRCUiTS----•- ---ADD' L. INSPECTIONS----- 0 - 200 amp. . . . . . : 0 W/SERVIGE OR FEEDER: 31 PER INSPECTION. . . . . : 0 2011 - 400 amp. . . . . . : 1 1st W/O SRVC OR FDR. : 0 PER HOUR. . . . . . . . . . . : 0 401 bOO amp. . . . . . : 0 EA ADD' L SRNCH CIRC'.: 0 IN PI_ANI.. . . . . . . . . . . .. 0 60+1 - 1000 amp. . . . . : 0 -----------------PLAN REVIEW SECTION------------------ 1000+ amp/volt. . . . . : 0 ) =-4 RETS UNITS. . . . . . . . : ) 600 VOLT NOMINAL. . : Reconnect only. . . . . : 0 SVC/FDR )= 225 AMPS. . :X CLASS AREA/SPEC OCC. s Owner: ___..___.__....---._.___._______.__-_____________--___._._.._______ FEES WASHINGTON FEDERAL SAVINGS type amount by date reep., 300 SW ELLSWORTIi ST. PRM•" $ 235. 00 04/09/96 96--277961 PLCK $ 58. 75 04/09/96 96-677961 ALBANY OR 97321 5PCT $ 11. 70 04/09/96 96-27796:1 Phone #a 541-967-7574 ContTact or a ______________________---_______-.___--__--____._------_-..-__----.---.. ---___.. TUAL.A I IN ELECTRIC $ 305. 50 TOTAL PO BOX 655 --- ---- RUCAJ I RED INSPECTIONS --_- - WILSONVILLE OR 97070 Ceiling Lover Elec.t' l Set-vice Phone #: 503-682-2955 Wall Cover Elect' 1 Final Reg #. . : 65650 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of Ore. Specialty Codes and all other =- ^mi.ttee i.griatmre applicable laws. All work will be done in accordance with , approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more than 180 days. l s r�41ed By INSTALLATION ONLY••-_-__-__..._--__--.-._._____--_--__ The installation is being made on property I own which is not intended for sale, lease, or rent. OWNER' S SIGNATURE- ___._ _ __ DATE: ---------_---- ------__- CONTRACTOR INSTALLATION ONLY--___.____.___-____._.__. SIGNATURE OF SUPR. ELEC' N: _ ____..........__.._ DATE.: LIC-1,1SE NO: Call for inspection 639-4175 I Tr P X1.30 9C CG /r�% 67 I Community Development ELECTRICAL PERMIT APPLICATION t 13125 SW Hall Blvd. /1) � cxl�`-� ` Tigard, OR 97223 Planck/Rec. # Permit # F - Z z _ Phone (503) 639 4171 Date Issued _Y C FAX (503) 684-7297 Issued by . CITY OF TIGARD TDD No. (503) 084-2772 Inspection (503) 639-4175 1. Joh :Address: w J,� �� -' -•f s,,�, > 4. Complete Fee Schedule Below: Name of Development Number of Inspections per perms allowed Service included Items Cost(ea) Sum Address — /> City/State./Zip. 4s. Residential-per unit 4 7 t _ taoo gun or less $11000 Each add4lonal 500 nq It or Name (or name of business) L- r•S k, ,5 f: . ��r L.. / portion lnereol $2500 _ 1 -S o .,y Limded Energy $2500 Commercial Rc idential ❑ Each Manu1'd Home or Modular 2 Dwelling Service or Feeder $6800 2a. Contractor installation only: 4b.Services or Feeders Installa'm,alteration or relocation 2 Electrical Co�tractor j t- 200 amps or lose $6000 2 S S 2r1 amps to 400 amps $8000 2 Address ,� (. _ 401 amps tb 800 amps $120 00 e City L_ . ( Ste.... ,I c State Zip 't') ')g' 801 amps to 1000 amps $18000 2 Phone No. ( `6 ? �2�)S S Ovar 1000 amps or volts $340 00 2 Reconnect only $50 00 Contractor's License No. -3 . `— Contractor's Board 5 No.Reg. h g �_._ 4c. Temporary Services or Feeders Ins!allalion alteration or relocation 2 $50 00 2 Signature of Supr. Elec'n 200 amps or less -- - 2 ---� - v ss 201 amps to 400 amps $7500 License No. 3't`� "� Phone 401 amps to 800 amps s10000 Over 800 amps to 1000 volts 2b. For owner installations• ' s"" b above 4d. Branch Circuits Print Owner's Ni.,ne ___ New alteration or extension per panel Address ___ a)`he tee for branch ctrcue With City StatPZip purchase of service or feeder W. 3 l $5 00 Earh branch circuit S Phi.,-ie No. _ h,The fee'or branch circuits without -T purchase of service w/seder toe. 2 The nstallation is being made on property I own which is Fist branrh rtrcuit $0500 2 not it tended for sale, lease or !ent. Each additional brsrch circuit $500 Owner's Sio-ature 4e. Miscellaneous (Service or feeder froc included) 2 Each pump or irrigation circle $4000 2 3. clan ne view section (if required): Each sign or outline lighting -- $4000 Signal cucud(s)or a limited energy 2 Please check apCropriate item and enter fee in section 5B. panel alteration of extension %4000 4 or more residtintial units in one structure Minor Lable s(10) $10000 Service and feeder 225 amps or more 4f. Each additional inspection over system over 600 volts nominal the allowable in any of the above Classified area or structure containing special occupancy Per inspn< inn $35 or as described in N F C Chapter 5Per hour _ - $35(0 ——_ In Plant $55 Of. Submit 2 sets of plans with application where a y of t e above apply. Not required for temporary construction services. 5 Fees: 5v. Enter total of above far.. $ NOTICE 5"o Surcharge(05 X total fees) $ _ t Subtotal $ Iq u PERMITS BECOME VOID IF WORK OR CONSTRUCTION 5b. Enter 25%of..na A for AUTHORIZE 'IS NOT COMMENCED WITHIN 180 DAYS,OR IF Plan Review it required(Sec 3) $ C014STRIJCTION OR WORK IS SUSPENDED OR ABANDONED FOR Subtotal $ 'Z � A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED l ❑ Trust Account$ $ Balance Due $ .arlv.nW..wc vrn.oc CENTURYWEST Construction Inspection and Testing Ser,ices DAILY INSPECTION REPORT `Client: Washington Mutual Bank j Report 0: 96330024 D(4-17) Addrw! c7oTalkin Ass-4Hi es,Tnc:"' Report Date: 4-21-96 10303 N.Meridian,Seattle,WA 98122 Project: Washington Mutual Bank-Tigard Branch ?ermit#: Job Address: Tigard,Oregon Client's PO: Approved Plans nn-site: Yes Weather: Showers Amb.Air °F Service(s)Provided: Special Inspection: Welding Test Specimens: None Description/Location/Remarks: Arrived on site and found all(6)columns had been welded. Found one that had some undersized weld on it,but was immediately repaired. All work appeared to be sound and free of defects. F.C.A.W. method was used. Copies of welders'certifications are on file. All items ubserve d were in accordance with approved plans and specifications. Inspector/Tech: C.M. Yuckert Cert: 4-12-96 Date: 2:45/3:45 On/Off-site: �j Reviewed by: 7- _ --- Title: Agency Manager 1132 S.E. Salmon Street,Portland.OR 9721.3 (503)239-8600 FAX: (503)233-0469 Information contained herein is not to be reproduced, except in full, ,vithout prior authorization from this office CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line: 639-4175 Bus ness Phone: 639-4171 Footing Rain Drain Cover/Service FINAL: '/ Foundation Water Line Ceiling -Plumb. Post/Beam Mach. Shear/Sheath Framing -Mach. Plbg.Und/Flr/Slab Plbg.Top Out Insulation -Elect. Post/Beam Struct. Mach. Rough-in Gyp. Bd. -Bldg. San. Sewer Gas Line Appr/Sdwlk Reins Other: — c .�—� Date: Z- — A.M. Entry: Address: 1�_ V�VV✓ « Te.iant:_ Ste': MST: tt++ BLIP: _ C(.I,;Own:_ Z eiT — MEC: PLM: . ELC: �— 'rHE FOLLOWING CORRECTIONS ARE REQUIRED: ELR: ooh Inspector: ___DISAPPROVED/CALL FOR REINSP. CF Cn CITY OF TIGARD 13125 S.W. HALL BLVE). TIGARD, OR 97223 IMPORTANT PERMIT NOTICE MOLALLA PLUMBING PO BOX 183 MOLALLA OR 97038 Plumbing Signatire Form Permit # • PLM95-0369 Date I.qeued . : 04/19/96 Parcel . . . . . . : 2SalODB-60702 Site Address : 15444 SW PACIFIC HWY Subdivision. : B-ock. . . . . . . . Lot : Zoning. . . . . . : C-G PA Remarks : Constriti.on of a new 2, 880 sq. Lt. single-story branch banking facility with a single drive-thru lane. Your company- `las been indicated as the P11,11-noing contractor for the permit indicated above. In order for the plum.)irig permit to be valid, please have the appropriate inriividual from your company sign below and return this Plumbing Signatui,! Form prior to the start of work. No plumbing inspections will b� authorized until this completed forn, is received. AN INK SIGNATURE IS REQUIRED ON THIS FORM OWNER: PLUMBING CONTRACT'7R.: WASHINGTON FEDERAL SAVINGS MOLALLA PLUMBING ?00 SW ELLSWOR.TH ST. PO BOX 183 ALn:NY OR 97321 MOLALLA OR 97038 Phone 4 : 541-967-7574 Phone # : Reg # . • : 62150 X -- Signature of Authorized Plumber Please return this completed form to the address above. ATTN: Building Dept. If you have any questions, please call 639-4171 , ext. #310 PLUMBING PERMIT #. . . . . . : CITY' OF TIGARD DATEPERMIT ISSUED: . 04/19/96PLM95-0369 COMMUNITY DEVEL07MENT DEPARTMENT PARCEL: 2SI 10DB-00702 -.2 SIT OPP)pp SUBDIVISION. . . . : ZONINGe C—G PID BLOCK.; . . . . . . . . . 9 LOI . . . . . . . . . . . . . .. -------------------------------------------------- CLASS OF WORK. . :NEW GARBAGE DISPOSALS. : 0 MOBILE HOME Sf- 4(-,ES. - 0 TYPE OF USE. . . . :COM WASHING MACH. . . . . . : 0 BACKFLOW PREVNT1?S. . .- I OCCUPANLY GoRP. . iB2 FLOOR DRAINS. . . . . . I 'TRAPS. . . . . . . . . . . . . : 0 STORIES. . . . . . . . 1 0 WATER HEATERS. . - . . I CATCH BASINS. . . . . . . : 0 FIXTURES------------ -- LAUNDRY TRAYS. . . . . 0 SF RAIN DRAINS. . . . . : 0 SINKS. 2 URINALS. . 0 GREASE TRAPS. . . . . . . : 0 LPVATO�,�;- - OTHER F1 X;-U—RE* S— j TUB/SHOWERS. . . . a 0 SEWER LINE (ft ) . . . : I WATER CLOSETS. . o 1 WATER LINE (ft ) . . . : I. DJSHWASHERS. . . . i I RAIN DRAIN (r"L) . . . : I I Remarks : Construction of a new 2, 880 sq. ft. single---stork- branch banking facilit y vl.itli A single drive—thru IF,ne. Jwnerc ----- ------------------------------------- ------------ FEES WASHINGTON FEDERAL SAVINGS type amount by date reopt 300 SW ELLSWORTH ST. PRMT $ 207. 00 JMH 04/19/96 96-278410 PL(-K $ 51. 75 JMH 04/19/96 96-278410 ALBANY OR 97321 5PCT $ 10. 35 JMH 04/19/96 96-278410 Phone #: 541-967-7514 INSP $ 80. 00 JMH 04/19/96 96-278410 Contractors MOLALLA PLUMBING PO BOX 183 140LALL.A OR 97038 ------------------------- Phone #: 503-8�29-2225 $ 349. 10 TOTAL Reg #. 621501 -------- REQUIRED INSPECTIONS This permit is issued tiljbjpct to the `1!g11lat10n5 Contained in the Sewer Inspection Tigard Municipal Code, State of (ire. Specialty Codes and all other Water Line In5p applicabI2 law. All work will be done in accordance with Top—out ITISP approved plans. This permit will expire if work is not started Storm Drain Insp within 180 days of issuonce, or if work i5 suspended for more Pain Drain I n s p than 180 days. Misr. Inspection D r i n 1-(i n i'I Vountai RP/Backflow Prev Final Inspection Permittee Signature: f____.._.____. Issued By: Call for inspection -- 639-4175 OAP City of Tigard PLUMBIl 'G PERMIT APPLICATION Planck/Rec. # 13125 SW Hall Blvd. Permit # 7P45- M=1 - Tigard, OR 97223 (503) 639-4171 MINIMUM $25.00 PERMIT FEE + ST. SURCHARGE New Single Family Residences Only Adam I J ❑ 1 BATH HOUSE$140.00 ❑ 2 BATH HOUSE$195.00 Job I ri l L `1 ,,t, N L', "t t t.1 ❑ 3 BATH HOUSE$225.00 address r�stw. n rr Fee includes all plumbing fixtures in the dwelling and the first 100 feet -1 i; of water service, sanitary sewer and storm sewer. See fries below. 1404 4. we ewlw.q e FIXTURES QTY PRICE AMT Sink 900 j,ry M"Asrssr , LL r lavatory 9.00 3•, Owner -a- ��(,�� G I I�i1�lnY ' ✓� {I f r jy Tob or Tub/Shower Comb. 9.00 csw1111aa Shower Only 9.00 I�;•, +n �� iL t Water Closet ' 9.00 Dishwasher - 900 Garbage Disposal 9.00 Occuoant M."Ada... gym.� Washing Machine 9.00 Floor Drain 9.00 0:00 pp C..Mw v Water Heater 9.00 ;A Laundry Room Tray 9.00 Urinal 9.00 ` ,,'v wyl Othar Fixtures (Specify) 9.00 Mra Ada... ane. N � � 9.00 C ntractor. 11 11 11 k 9.00 11 LL� 9.00 Sewer 1st 100 t 30.00 �. a•v°• "• &" T""" Sewer-ea. Addit. 100' -- 25.00 �, Ql JFI Water Service 1st 100' 30.00 7,U . I hereby acknowledge that I have read is cpplication, that the ' ' Water Service ea. Addit. 200' X25.00 information given is correct, that I am the owner or authorized ay?nt rd the owner, that plans submitted are in comoliancrt with State laws, that Storm &Rain Drain 1st 100' / 30.00 ,r�¢3f I am registered with the Construction !.'ontractor s Board, that the Storm &Rain Drain Addit. 100' 25.00 number given is correct. (If exempt from State registration, please dive reasnn below.) Mobile Home Space 25.00 Back Flow Preventi, i Device or Anti-Pollution Device 9.00 :•r•••• •• •d+o••n o�'^ Any Trap sr Waste Not Connected to a Fixture 9,00 Describe work new Q addition Q alteration U er)air p Catch Basin 9.00 to be done residential Q non-residential Q Insp. of Exist. Plumbing 40.00/hr Specially Requested Inspections 40.00l;tt Existing use of Rain Drain, single family dwelling 30.00 building or property Resider tial backflow prevention devices 15.00 Proposed use of building or property -- •(Except residential backliew prevention devices) NOTICE 'Minimum Fee $25.00 SUBTOTAL 1 he PERMITS BECOME VOID IF WORK OR CONSTRUCTION c r AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS. OR IF 5% SURCHARGE10, CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS r]� ,o PLAN REVIEW 251OF SUBTOTAL COMMENCED TOTAL y ' 1 SDecidl Cunditions S Date issued _ by f qq i° Commercial Building Permit Agolication City of Tigard ,t'3�� A �! �.� 4 `T 5"r/ - .f•? r v .,F : 7 3 y6i 2r7 �� 13125 SW Hall Blvd. � .� X �. r d�, n ,�.� x , Tigard, OR 97223 (503) 639-4171 ��x}'44 BuilC.,lg E, Tigard Prcnenade Jobsite Address: 3G�32- Northeast corner 109th and Paci°ic Hwy. ' MW, Tenant: Suit . Us Valuation: , `?/ Planck/Rec# nZ-I�0 Cl 6 v v f Permit# � Owner: Washington Federal Savings • Map & TL# ZG'l AH,-4;ess: 300 SW Ellsworth Street — Aporovals Rsauirsd f, Albany, Oregon 9732'i --- Planning -D-f-- 5 � Phone: (541) 967-7574 Engineering Other Contractors Woodburn Construction Co. i �(c _ � � ar P.O. Box 129 ddress: 1 \ Woodburn, Oregon 97071 Type of const. _ VN Occupancy class: B2 Phone: '503) 981-9504 y Sprinklered7 No Contractor's License # 00023P C � 1 � � - l& --- (attach copy of curren Oregon license) Sq. ft. of project: 21830 s.f. Contact name & phone: Rob Livingston Story (1st, 2nd, etc.) one-story Proposed use: financial office Arch itect/Engineer: Benchmark Architectural Services Previous use: N/A Address: 250 SW JFffPrscm Avernie Corvallis Or Note: Plumbing & mechanical plans Oregon 97,33 must be submitted at time of building permit application. Phone. (541) 752-1939 JOB DESCRIPTION: Construction of a new single-story branch banking facility with a :tingle drive-thru lane. qZ-S-- +s Ap icant 8ignatle & Phone number J Received by: 16, ` � � �- Date Received: 1 Z lJ 7S -r Q� Permit AccOLnt Description Amount Amt. Pd. real. Due 1✓1�� 0 Bldg. Permit (BUILD) Plumb. Permit (PLUMB) Mech. Permit (MECH) State rax (TAX) Bldg: Plumb: Mech: Plan Check (PLANCK) Bldg: Plumb: Mech: Sewer Connection (SWUSA) 7,ZL= �`OU Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Residential TIF (TIF-R) Macs Transit TIF (TIF-MT) J _ �, a Io Commercial TIF (TIF-C) I �Z Industrial TIF (TIF-1) institutional TIF (TIF-IS) Office TIF (TIF-0) _ Water Quality (WQUAL) Water Quantity (WQUANT) _ Fire Life Safe.y (FLS) Erosion Cntrl Permit (ERPRMT) � v �� Erosion Planck/USA (cRPLAN) G Erosion Planck/COT (EROSN) d" _ TOTALS: Ub'G �� r 71 Tenant Name: �a�'r l Acc:!mulatiSewer Tally This SWR# Adc'-ess: 1'7'(u �U..1 _ CI rC L1, ,'� ! Ipl {i.:r�, 1.r14 This PLMl1 Fixture Value Previous# Previous Credits Capped ,=+xtures Fixtures New New ` Value Capped off value added # added total #s total Count off#s count value values Baptistry/Font _ 4 _ Bath -Tub/Shower 4 -Jacuz/Whpl 4 Car Wash Each Stall 6 Drive Through 16 I _ CuspidorfWater Aspirator 1 Dishwasher -Commer 4 Dornest 2 r Drinking Fountain 1 G Eye Wash 1 Floor Drain/sink 2 inch 2 _ 3 inch 5 _ 4 inch 6 Car Wash Drain 6 _ Garbage Lisposal 16 —_ Dorn Ito 3/4 HPI Comm Ito 5 HPI 32 Ind (over 5 HIM 48 Ice Machine/Refrigerator Drains 1 Oil Sep(Gas Station) 6 Recreational Vehicle Dump Station 16 _ Shower- Gang(Per Head) 1 Stall _ 2 Sink- Bar/Lavatory 2 I _-Z- Prndlev 5 I Commercial J L 7 Service 3 Swimming Pool Filter 1._ Washer, Ck-thes 6 Water Extractor 6 Water Closet, Toilet 6 Urinal 6 TOTA LS �O Total fixture v,lues:___Z�_ divided by 16 — !� , _ EDU rw HISTORY PLM# EDU# SWR# PLM# EDL'# SWR# r PLM# EDU# SWR# PLM# EDLI# SWR# PLM# FOL,# SWR# PLM# EDU# S`NR# PLM# EDU# SWR# I PLM# EDU# SWR# mpn,manes,u, [iq - PLANS CHECK NO.: fi7-11 PROJECT TITLE: COUNTYWIDE AIMAJ X41 I S 'I RA ITIC IMPACT FEE APPLICANT: WORKSHEET MAILING s (F 71Z NON-SINGLE FAMILY USES) MAILING AD Ee I S -4 CITY/7-IP/PHONE: ly RATE PER D IZ-f-2I LAND USE CATEGOBY TRIP TAX MAP NO•' EVIDENTIAL $159.00 ✓ BUSINE S AND COMMERCIAL .00 SITUS N0.ADDREs,s, QFFICE 146. 14 raClk�l(-, INDUSTRIAL 153.00 INSTITUTIONAL $66.00 PAYMENT METHOD: CAqH/rHFrK CREDIT INSTITLMONAL ONLY. BANCROFT PROMISSORY NO LAND USE CATEGORY ESCRIPTIOKOF U8E IEEKDAV AVG. TRIP RA WtrMNO AVE;RIP RA DEFER TO OCCUPANCY IlI`I ,vc �� V vo BAMS: -)�- CA�C-A A DIY\ �^p� ['+f�J�v�a� 7� S CALCULATIONS: c�evVW'S-�_ x. (0-eCVV eA fk4eXcl 4nrid K i 1_0A, as-e and rScrvY � r PROJECT TRIP aiNWAMN: �i 1 1320 At DITIONAL NOTES: F 1R ACCOUNTING PURPOSES ONLY: ROAD AMT.: TRANSIT AMT.: iffrEPA1RE,D'.8 CC: WASHINGTON COUNTY TIF NOTEBOOK IORTI tlf10 March 4, 1996 CITY OF TIGARD OREGON Washington Federai Savings 300 SW Ellsworth St. Albany, OR 97321 TRAFFIC IMPACT FEE FOR WASHINGTON FEDERAL SAVINGS r301_DING Enclosed with this letter you will find a calculation sheet showing the computation that has been performed to determine the amount of the Traf.'ic impact Fee (TIF) to be paid for the project noted above. The TIF has been recalculated due to an error found in the original assessment. The adjusted amount of the TIF is $11 ,320.00. You have three payment options available to you. The first is to Fay the TIF at the time you are issued a building permit. The second is to arrange for payment over time by signing a promissory note (if you wish to exercise th._ second option please contact me for additional d-rails). The third option is to defer payment until occupancy. Traffic impact fees are subject to an annual increase of up to 60/'o if not paid or financed prior to July 1 st of each year. Another Countywide Traffic Impact Fee Payment Option Form has been included should you wish to change the payment options available to you. Please note that you may appeal the discretionary recisions made in determining the appropriate category and the amount of the fee based on that category. A notice of appeal must be received by the .ijy RecQrde. no later than 5:00 p.m. on March 14, 1996, and must be accompanied by the $625.00 appeal fee required by Washington County. Although filed with the City Recorder, an appeal would be head by the Washington County Hearings Officer. If you have any questions, or if I can be of i-inner service, please contact me at 639- 4171 . &' Bonnie Mulhearn Development Services Technician TIF file euddina f,le 13125 54 Hall Blvd„ Tlgard, OR 97223 (503) 639-4171 TDD (503) 684-277:2 — i I r I It I .I Ii111, , {'I ! I l 'i t l 1't„ ! It !'l l I'i l I I ' I IJ11, ar• Idh'tit1111 1 ;f r lilhll a W(JOD1+I INld 1 .1 11'•1' 1 1 t{_ I I I II I 1 I I I l',1 I `IItiN II IPI 1 o tAo I 1'I A I'lI Fit Ip• I '�i {'(-IYPl: 1'QI I I. 11 I/I.ti,,4ye�., 1 t:4 t• 1_. I l"l' All i'I !-A)140 IV (!-) ,i tI I WIRNIM11011 OP ,iiVI, 1 � 1'I11�1 'lJ'cl 1IF I'tIrM1 rV1 flhRilir.lr f'Ilr1+ 1'llla'lIE i l'I I 'IIVIYIi l•11 rlfrtlll1111 I i, ll' RM t{1.111 I;1NI:i 1-'I �II`I 1:1{I-I f. ;,, ,. ',; t.,l l: II ,F� r•r'�U,7, k'.1JI 1 414 F2 I N4>1'f L I l ll s I;LIIhhlF.fit 11-1L, 11.F F1 E!, �a. I,10 F 1I I i ! ! 11 r I 'I rIH cAF s .. 1lJki L F401,I UN I.LIN 1 1•x111 F'1 Ithl 1 1 1 1 I lab. vlo I Irl 1' 1 f•,ha F 1�11`�11 11•I 1;17N 1 w fi-. Ill, till I'l qj. 1!,01 I 1 I I I 11 ,41 IilylL1.INI 1 i1I I ] r►r,.) 1 , t•I I 1 I I ---- --- _ ITE CITY OF TIGARD rrr,• : ` . . +'h'tT ik. 'SIT9C C'�. COMMUNITY DEVELOPMENT DEPARTMENT 13125 SW Hell Blvd.TI ud,Oregon 97223#8199 I503 839-4171i 'I-,L, 0� 70 � JIJL�D I V 15 2 ON. . . . M ZCN I NG. C.. G PI' ,_.:I:. . . . . . . . . . LOT. . . . . . . . . . . . . . rIf_ 7 - 1'ORI(t NEW PA''ING . . . . . . . . . . . hiC?. . v EXC:V 'J^LUMC: 2 Cy GRADING''. . . . . . . . . " VFILUC. . . 1• . 41200& VOLUME. Cl :�Y LIyIdDSCAI" IIJG^: . . . . : `. `•IG FILL?. . . , . . ; N SITE PREP". . . . . . . CIL,' r PE0D?t N "'JTOPM IMr1ERV 'SURFACE': 10204 sf k fu1" of b_—..)ki1faCili' i- ale drive ..tht-tt lane. LES w ?AL uAJ.'h:Gu type amat.tnt I:; JatL -ecpt 714 -LLSWORTH GT. SWM t 602. 55 DON 03/07/96 96--27(:,753 Pr,MT t 24"" . 50 12CN 0S/07/9C 16 -276753 1:. ' IY OR 97321 5F'CT $ 12'. 13 SON 03/07/nc, ')S c76753 # 541 aC,7 -7- --1 F'LCi; f '.57. C) ON 0 3/0.7 . 7675.', ERGS ! 00. 00 SON 03/07/96 :.�t or ___. _ _ _.....•.- - E.Rr'C 3 CG. 00 DON 03/4_!7/')(, 96 `7C•'03 1LtJRN COKIGTRUCTI0^: CO ERPC $ x:6. 00 DON 03/27/96 96--276753 �OI�I3URN OR 07071 1 1 L:36. 84 TOTnL - -- REQUIRED INSPECTIONS #J :s issiled sut'ect tc the regulations cantaineJ in the L. ar.:. _,rCunt, L)1 "al Code, State 0Ore. Specialty Codes and all cthe• Gi W i ri g I n s p atle laws. All wor4 will be done in accordance with C'ck;rirtg Fans. This pet-nit will expire if work is not started St r of main l n s p Jays J issuance, sr if work is suspe^ded for ac- Sar) Cewer• Insp _ Spr-irikler sl1pl'lY ..�-- rinail Ins�pectiurr C,nll for- inspr_ction — 639--41, r Commercial Building Permit Application City of Tigard 13125 SW Mall Blvd. Tigard, OR 97223 (503) 639-4171 1�11t'I c I'"(, E7, 1 t� v� ry n��tMQ t�e., Jobsite Address: Nor �b� �-5F CcVnr�v ��i*� �wG �'C t1w' \ IOffice Use Only O/a r� U✓- Tenant: hVfaS�.l�. a �-c,cvr, �v�"`I�Sulte# LL I Planck/Rec Valuation: . (V �.( 0d Permit# c. 7 Owner: Ik4 um'' GCVOL _Jk.J1V `I S Map & TL # Address: t' Vv F ��c'�L► �- 1 V CC � Approve 1, ,Required N 7Z z.l Planning Phone: ��4 i � 7 �� Engineering Othar Contractor: � yGii�oyvl -�►1`- c C k , T� �E AddrEss Type of const: o L ` G]�—_ 13z G� _ Phone: _r�G�� 1 F2� " (�.JOccupancy class:�( - Sprinklered? Yes (N Contractor's License # _ GO(�"��..�� P 14 ��"(�� ' (attach copy of current Or on license) 3q. ft. of project Contact name & phone. �'�'? --I - I vt_Ci�_� D V-N Story (1st, 2nd, etc.) �., {` I. ��I � Proposed use: Architect/Engineer: F" CIALkiAAt / Y��I r .'L�CyvicrI 11 II ( Previous use: _ Address: --Z��' �'IN _1� Gt1 Sc /\NC:, II Note: Plumbing & mechanical plans "'v V-\[ I l l 5 �C)rea" V1 ��] 3 must be submitted at time of building permit application. Phone: (641) _7�-2 _ �1✓r1 n 1 JOB DESCRIPTION: Jt ��r� �! ��c�tSY"r t1L tc C �t 0C wl Si�� / gtic� ti ' �. c�s (s�3 � 4 Ap licant Signature ^Phooe number Received by: �� ' I (ti to Date Received: Permit# Account Description Amount AmL Pd. Bal. Due _ Bldg. Permit (BUILD) ' Plumb. Permit (PLUMB) _ Mach. Permit (MECN) State Tax (TAX) ' Bldg: Plumb: Mach: i3 G3 Plan Check (PLANCK) / 7 Bldg: Plumb: Mach: Sewer Ccnnectlon (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Residential TIF (TIF-R) Mass Transit TIF (TIF-MT) Commercial TIF (TIF--,) _ Industrial TIF (TIF-1) _ Institutional TIF (TIF-IS) Office TIF (TIF-0) Water Quality (WQUAL) Water Quantity (WQUANT) Fire Life Safety (FLS) _ Erosion Cntrl Permit (ERPRMT) _ 'U Erosion Planck/USA (ERPLAN) Erosion Planck/COT (EROSN) - >y TOTALS: � ' ; `�—�"__._�.....�.:. ��.z 5/ �� CITY OF TIGARD February 9, 1996 OREGON 2 Benchmark Architectural Services 250 SW Jefferson Aver,ie Corvallis, OR 97333 Re : WASHINGTON FEDERAL SAVINGS 15044 SW Pacific Highway PC12-16C SIT95-0049 The plans and specifications have been reviewed for conformity to applicable codes . Please submit three (3) sets of revised plans and specifications incorporating the following requirements : Site Provide the valuation for all site improvements, exclude only the building. / Sizing and slope of all storm drainage piping shall be determined by UPSC, Table 14-2 . The slope of the 6" and 10" line is less than permitted. Submit two sets of hydraulic calculations and plans prepared by an engineer licensed to pructice in the State of Oregon. ��. Flow through catch basins are not permitted. Connections must be made downstream of Catch Basin #1 . -1, Submit erosion control plans in accordance with the requirements of. the Unified Sewerage Agency. If you wish to discuss any of these items, please give me a call . Sincerely, l C%'James Funk �- 1 Plans Examiner k `( I � 7 sit95-0045\pcl2-16c J41n 1 � DY'/ 13125 SW Hall Blvd,. Tigard, OR 97223 (503) 639-4171 TDD 1303) 684-2772 FEB-14-96 WED 15: 12 WOODBURN CONSIRUCTION CO FAX NO, 5039818821 Wa6hington Federal savinga Tigard Branch Unt Pir r 11 C 8 5dgto SuL U i d'i Amount Sub "1 iusti'f'- or)0 city LL2--�- 0 700 700 wc, Insurknce — Ternp util. owner 5 100.00- 6 1 T�I 17P Toilets 5 1§-00 M9 Eric" - 395 WCC Budjr� W.00, P P—h o n 5006 wcc Budget hon-4—' 2-6-0-.*00 F,-1 50 P*:-F WCC S11131j"t .quit Unt Poo.00 1,060 -1'-0� wCC`-5-'—'Jg't ' *T.- 2'.. LFinai 30 Ow -4 2T- 4 25" WCC-e�Fd 7—,t T-7 e- NJ v'FP7-eP..4- —5- .120.00 6()c P'L _j'e�T Sign --- 600 WCC audQtIt 1 100.50 300 - - - 300 wCC I 350.003 350 �'-CC-97d Elect.Temp 1 220.-To 2-0 Corho 21 U2, i-O,2200-' CL; Budget 0 20,700 20;TOO 00 7W Rain 0 0 --,1 0-0-2 0 0 2-0 :ell(Th Dr'&T 020 -- —I r, 8 4 .00 -6I rock T1,6b1- -on IVo -C ur ,Sign 0 13,27TY -5 0 50 7n 1 To 2790,29A0 Y- L in i*., i40 9,060 —3 netatn C-uttIrIg o 23 2-30 2 bar -00 Re o in I'r"41ti 0 gyu '210 prev.,isior, 19 1.— ---T - ...— - 219 360 wcc Budget1,360 "i3c c)U -1 '40004 6.,—no 6lyG 0 6 4 "6g ,204 3 10 .00 68. JQ 4'14 9-2 �J 056 6u-n-C,� --6- 4,4 9" 3 -qo-f 6, 35 60 41 )6 - wc(: Budget 0 �sonry — 4200 F-7ii-- 0 0 Corr 0 0 �77 L70 '4 10 0,'-F2 0-0 FCraft .nstill 250 Alpha 0 In carp ------ 2b,326 Lf"100 Rough (�s—rper�E—ry '- 25,326 I 0 5-1 1,751 wl- 6190 'j Tr L tosps — wood Lam 0 t U'Wi—'t 0 20 Finish ,p '-F,-' F7)-4T F-T '600 nM F- C 00 c Budget U in cabnt 6410-7:3: t 0 !70 3,150.. 0 S 1,4�-v . 1'421 -C'1.'Al 8 0 R 428 kri*'7j9co P-,o-bi)-!-catj 0 0 3� 40,00 1,44 - Li f unu 57 CO �-,-280 1,4i I'o •v 2,,1 80 Or 0 Oct 400 0 2,000 2,000 Safety -To-.0 0� - 0 TO-0 _ 45 40,00 1,800 ycu t J:� '-17-so 5- C' 0 920 4 r)2 4 n,'n -5.-6 o -072-5 Framing 2,Fe5 E _g7t- - 40.00- 0 3+600 — Int 65 40.00 -2. Finish If 00 2,60c 30-00 1,3,50 1- 25.00 -To T Site 7 --p L -3 25100 700 Ti(iT Insulation: 'I740 0 "ISS 2,085' Tb- 11,146 Tqn;-rt wl?zt w,-,-La 17-- combo ComLp 76 6 0 fj tig 761—0 '—.0-Combo 3-0-S 0 7_ RIS du-mTo 8200, 0 170_0 W(C-'97'5-et 0 44:Fig 6,219 081 FED-14-96 WED 15: 13 WOODBURN CONSTRUCTION CO FM NO. 5039818821 P, 03 WashInyton Federal. savings Tigard Branch Jotnbp-T— _7 - 0 3,100 1,1,10C quiek t ±u—l-, 91`+0—D 7�;a IT-- —0 01-750, 6,7,r6- 4U,8F 4500 AcollAic _0 - 3,45 3,453 m. f�,)—eu r.e-!.f,t-1 70-"—1,o 9tig0,968p GA,379 8,379 Thomaa Kdy Combo 9380, 0 4,420 4,if6 Campbell 450 9906 9950 0 4,Y5-0 -4 —Phas. 7To let K��--a --,— —------- '0800 0 668 668 North Country 10910 misc. -Cptsc. 0 183 485 N:,cth Country .110)0 l3ajlk—Jrq 0 1 9,4—12 1-9,—Ili- WihgC,,t- 0 1,337 'IT,-_F17,;Ae 15400 PILlInUing w/Nutgr1irle .7-7-7-12,183 12,183 bcavettQ F, — C TV:T 0 27.,762- 2-2,'T6-2 ilt 1G010 E 1 e c t 1.—.1 , - — I —I 34,207 34,233 pioneer Continptrtuy 3 4-1 !Z34AY' 67,48. 55, 4[2,699. 0 .31,al 'I r upSugtotal 8070 3,816 3,030 I,341 5242.3', 67,165 �3 456,514 0 40,906 Appendix B GRADING / EROSION CONTROL INFORMATION GENERAL CONTRACTOR BUILDING PERMIT APPLICATION# PC12-16C NAME: Woodburn constnict ion Company SIT95-004. ADDRESS: P.o. Box 129 PARCEL. I.D. # _ Wocylhurn, Oreqon ?7071 SUBDIVISION NAME: II PHONE: (503) 981-9504 EXCAVATION SITE CONTRACTOR ADDRESS: -� C SI RESS � ,QdjL„GW Par {fir• NAME: Ames, Inc. Tigard, Oregon ADDRESS. 2677 22ond s'Feet_ LOCATION FROM NEAREST Salm. Oregon 97302 - INTERSECTION: 11 F'T. northea��t of Pacific Ilw� and 109tr, Street PHONE: (503) 362-1040 JOB SITE: �e1rclo one) RIVAT PUBLIC OWNER/APPLICANT AMOUNT OF WORK AREA TO BE NAME: Washington Federal Savings EXCAVATED: ADDRESS: 300 sw Ellsworth street _ 1b. ]70 SQ. FT. Albany, Oregon 97321 EXISTING & PROPOSED SITE RUNOFF DRAINS: PHONE. 1541) 967-7571,1 _ — (circle one) DITCH 'IFE CREEK CATCHBASIN OTHER: 2•1-HOUR EMERGENCY CONTACT. SOIL DISPOSAL: NAME: Terrance Withers (W(x--xi}xirn const.,' - -- ,ODRES& P.0. B,)x 129 - DISPOSAL LOCATION ADDRESS: Woodburn, Gregor. 7��'1 Tigard Sand & �Cravel, 21455 SW 120th 04" Qqwpw PHONE: (503) 682-0320 1 2. 700 _CU.FT. L— ---I— �_� — I agree to comply with ,he "Erosion Prevention and Cedimentation Control Plan Technical Guidance Handbook" and will corlstruct and maintain FSC; measures to contain sediment on tho construction site. Owner/Applicant Signature mate I V 111 I J I 441 10 .1 11 1 r 11 11h P' I'l I 1e1 1.1 1 1'1 NI I It IN I a 1 i.,:,f ' , W1.1111.11111M414 1 lIT:,1 sit h,I (IJN 1,11 l,Fltali HI'1111)1\11 a b'U filly Ie-4 ('�IY MF hI i IIH t F , I.,I ., f 1.r.::r I I I NI,;IJL.I%l ,,I_Ik111 I IJ 1.!ci I UI'1 wlItI)MUI+f I Ifit 44 IV 1 I'41Ymf III I Hf'll 11 It I I I'1 I1 I) t'I 11;1'11;1I, II 1 I1,i 11 I I I 1 o'll II.?I I I 'i 11 I! ;.t1.111 li114 I'I I'19 I '.1rY 11111 I, 1'i h( 1, i . . I 11EIII..IJI141i III i.i1J Lill IA olitIII I I. I Y I HI 11 11 Y I t f I i; . 'JU k.111 1';1 1IN I:I IN 1 kl 11 F'1 RM I 1 1 r'.41, Oss l 1.1<I 11 1 1 114 1 1 IH 1 1.1 11 1'I_f-ihl I I•, i,h. 1110 I k11 i 1.I IIV I A IN 1[41 11 0 � 1 : ' !111 f1P1111111f Vh1111 1,' .L,, +1: Februaiy26, 1996 CITY OF TIGARD OREGON Century West Testing 1132 SE Salmon Street Portland, OR 97214 PERMIT NO: BUP95-0516 OWNER: Washington Federal PROJECT ADDRESS: 15444 SW Pacific Highway,Tigard PROJECT DESCRIPTION: 1 story banking building TYPES OF SPECIAL it"SPECTION: Structural special inspections. The owner has notified us that he/shi Will retain your services to perform Special Inspentir„s in accordance with the provisions of the State Building Cede, permit documents, and special insptc'; . ,equirements. —he owner or the owner's agent must also -.onfirrn with you that they have authorized ,rou to do the special oection work. As the regulatory agency, 'he City requires that you do the following: 1. Submit copies of all inspection reports promptly to the Building Division, architect, enginoer, and the contractor. 2. Maintain one copy o:each field report at the job site. 3. Submit a final report at the completion of each category of work that you inspect. (See U.B.C.7015 for soils special inspection final report requirementq). If you fail to comply with the above requi,iments, there may ue cause for the City to revoke your authority as special inspector for t`+is job. Should you have any questions, please call the "Auilding Division at (503) 639-4171. Sincerely, Jim Funk Building Division Copy Enclosed fAworftoldy.doo 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 Plan Review xr C 1 -!G / li L I r—"'7 Date CITY OF TIGARD OREGON Structural Special Inspections The owner Or architect or engineer of record shall complete Parts B & D of this form and then return it to the Building Civisicn for avorova;prior to issuance of a building permit. (Please note that a separate soils special inspection f firm may be required and additional special inspections may be required for contractor design items.) ;aashingtot. Federal Project Address: 15444 SW Pacific Highway, Tigarc1, CF. Project Name: Savtnas, Ticrard Branch Architect of Record (Firm): Senchmark architectural Services Phone No: (5a 1) '52-1935 Engineer of Record (Firm): Phone No: The following special inspections and structur observations shall be performed according to the State Building Code and the City of Tigard's MLnicioal Code Chapter 14.06 010- 14.06.040 unless a sch-4dule of inspections is submitted by the Eng,neer of Record and approved by the Building Division. A. ❑ Reinforcad Concrete ❑ i-restressed Concrete ❑ StructunC Steei ❑ Structurai Masonry, f'm L1 Field Welding ❑ Fireproofing Shcp Fabrication ❑ Other �. Inaicate the special inspector or approved testing agency to perform the special inspections noted in Part A above, inclvdir,c acdresses arc; phone numbers. Submit names, qualifications and certifie.-tions of the special inspectors assigned to the pro ort. The special inspector or inspection agency shall submit a Fnal signed report to the Building Division stating that all items rNuiring special inspection and testing were fulfilled and reported and,to the best of his/her knowledge, in conformance with tr;e approved desian drawings, specifications, eoproved change orders and the applicable wcrkrr,nsnip provisions o;the U.S C.(see U.B C. 70'5 for soils special inspection final report requirements). Items not in conformance, unresolved items or any disc opanGes in inspection coverage (i.e., missed inspections, oencdic inspections wnen continuous was rec-.ired, etc.) shall be specifically itemized in this reo.rt. Cent'.:r`+tdest CUnSt , . ctiOn !:'S�F.:t_ f: .e.Ca Tes`i--C, � 1221 S,_.. SaL-m,- $*feet, PCrtlanc, e`rea.cr. 972 a -one 503 ';,o-36,1C lax 5.n. 2^ -�,�:o �t',.e �' :c' rr, C. [] Structural Sive C t!servaticr w cnc_it'tier cif Recc-d I i ne owner hereby agrees 'o emricy the sc:cial inspector, approved ,esting agF,r,cy and/or ergiraer for'he apove•noted sce>c;al ins'uecticrs aridicr structural ocser,ation. S mature cf Owner Print Name `:ate _-an 4 Cr Phone No. _ ^ Ca=^.'^ctC' - 53�. inc ' ate�� . I I Str,;ctural ?laps Examiner s;cna:ure �''� :^II ZzNt-, 7c_Cr,t, OP g:...:.. (503) 6:,9-4171 MD (503) 68d-274 - Plan F eview# (1�L '/Ct ►��S�~O S-/� Date CITY OF TIGARD CRIG0N Structural Special Inspections The owner or architect or engineer of record shall complete Parts B & D of this furm and then return It to the Building Division for approval prior to issuance of a building permit. (Please note the;a separate soils special inspection form may be required and additional special inspections may be required for contractor design items.) Washington Federal Project Address: 1',444 SW Pacific Hi jliway, Tigard, OR Project Name: Savings, Tiqard Branch Architect of Record (Firm): Benchmark Architectural_ Services Phone No: (541) -752-1939 Engineer of Record (Firm): Phone No: The toll swing special inspectic ns and structural observations shall be performed according to the State Building Code and the City of 11ard's Municipal Code Chapter : '.06.010- 14.06.040 unless a schedule of inspections is submitted by the .:ngineer of Record and approved by the Building Division. A. ❑ Reinforced Concrete ❑ Prestressed Concrete ❑ Structural Steel ❑ Structural Masonry, f'm = _ ❑ Field Welding ❑ Fireproofing ® Shop Fabrication ❑ Other _ B. Indicate the special inspector or approved testing agency to perform the special inspections noted in Part A above, including addresses and phone numbers. Submit names, qualifications and certifications of the special inspectors assigned to the project. The special inspector or inspection agency shall E ibmit a final signed report to the Building Division stating that all items requiring special inspection and testing were fulfilled and reported arid,to the best of his/her knowledge, in conformance with the approved design drawings, specifications, approved change orders and the applicable workmansNp provisions of the U.B.C. (see U.B.C. 7015 fcr soils special inspection final report requirements). Items not in conformance, unresolved items or any discrepancies in inspection coverage (i.�., missed inspectio periodic inspections when continuous was required, etc.) shall be specifically itemized in this report. Centurv,vest Construction Inspection and Testing, 1132 S.E. Salmon Street, Portland, Oregm 972"A 4 Phone (503) 239--8600 Fax (503) 233-0469 (Mike Yuckert) C. ❑ Structural Site Obs-rvation by Engineer of RF,o-)rd D The owner hereby agrees to empiry the special inspectf)r,approved testing agency and/or engineer for the above-noted special inspections and/or structural observation. Siynatu of Owner Plate Lowe, Senior Vice President ' -7 ,n Print Name Phone No. Firrn Washington Federal Savings Date_ ' ? ,[gf,_ S!.ucturai Plans Examiner signwurr "m dc, 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 -� CENTURYWES'T Construction Inspection and Testing Services r Soils&Agg►sgate Inspection ■ Accredited Laboratories and Testing Permeability of Silts&Clays Cities of Portland 6.Salem A2LA Accelerated Weathering (llMSO) (aggregate f Analysis WABO (aggregate for concrete} Aggregate Du:abiiity r Special Inspectors pH of Sails Atterbur- Limits proctors M Certified Technicians ■ Cross-trained Technicians California Bearing Ratio Reactivity of Aggregate Hacmat Screening Cha.•acterization Resistivity(B.P.A.) Soils Compacti,r)n ■ Geotechnical Engineers Consolidation of Soils Sand Cone Density Classification • Concrete Petrographers Sand Equivalent Cleanliness Value Shelbv Tube Extraction ■ Mobile Laboratories Clay Lumps& Friable Particles Sieve Analysis Dry Density of Undisturbed soils Specific Gravity&Absorption Our equipment includes: Dry Rodded Unit Weight Sodium•Sulfate So•mdness ♦ Rotap and Gilson shakers ♦ Electronic scales I Flat& Elongated Particles Unconfined Campression ♦ Compression machines ♦ Coring machines Fracture Count Wet Density(Undisturbed) ♦ Hogentogler Marshal!Tresses ♦ Unconfined compression machine Geologists Wood Waste ♦ Atterberg limits devices ♦ Falling head and constant head Geotechnical Engineers Concrete Inspect, +r& Testing permeameters ♦ LA Abrasi(,n Machine Hazardous Materials Screening ♦ Marshall Hammers City of Portland& WABO Cert. F-oiler density gauges Hydrometer Analysis ♦ Trox?cr AC gauges Special Inspection of Reinforced ♦ AEp:ialt vacuum extractors Inspectors with Necle-r Concrete and Pre-stressed ♦ Microscopes(16x- 100x) Densomete.rs Concrete ♦ Pull-test equipment ♦ Torque wrenches Los Angeles Abra.ion A.C.I.Technicians Light,veight Oici,es Air-Void Analysis (air content&spacing factor) Moisturt. Content Cement"Treated Base Mix Design Organ;c Impurities Portland o 1132 S.E.Salmon.street-9,214 o (503)239-8600 o FAX: (503)233-0469 Bend o 1444 N.W.College Way-97701 o (5(,3)388-3500 o FAX: (503)388-5062 Spokane o W 1124 Riverside,3rd 171-99201 o (501)838-3810 o FAX: (509)624-0355 CENTURY) EST Consiruction Inspection and Testing Services Concrete Control Technicians Asphalt Shipping ♦ Other Consulting, Concrete Coring Asphalt avement Review/ Inspection& Testing Investigation/Engineer Services Concrete Mix Designs Duct;iity(tens!le strength) Analytical Chemistry Cylinders ' Laboratory(E.P.A.certified) Extraction and Gradation Flexural Beams Aviation Planning Irdex o`Retained Strength(set.of 6 Quality Control Technicians specimens) Construction Management Schmidt Hammer Analysis Inspectors with Nuclear Constru^tion Observation Densometers Unit Weight&. height of Cores Design&Testing of Utility Marshall Mix Design Systems Masonry Inspection & Testing Envi-o unental Consulting& Marshall Test Series(unit weight, stability, flow) Testing City of Portland Certified Special Inspection of Structural Moisture Content Expert Witnesses Masonry Rice Specific Gravity Laboratory Technicians CM!J Linear Shrinkage Test Mobile Field Laboratories (Set of 3) Specific Gravity of Bituminous Materials Petrographic I aboratory CMU Moisture Absorption Microsenoic evaluation Test (Set of 3) Unit Weight and Height of Cores of aggregate and hardened concrete CMU Prisms, Full Size,2 Block Structural Steel Inspection& products High Testing Proressionai Engineers CMU Strength Test(Set of 3) C, y of Portland Certified specializing in Civil, Geotechnical and Stru—lural Grout Tests Special Inspection of hiPa strength bolting,fire proofing, Surveying Mortar Cubes&Cyl;nders and welding Wasrewa er Treatment Plant Asphalt Inspection & Testing Magnetic Particle Design F.A.A. and O.D.O.T.certified liquid Penetrant inspector Radiography Asphalt Content (by gauge) Ultrasonic Asphalt Cr.ing Portli.-W o 1132 S.E.Salmon Street-97214 o (503)239-8,600 o FAX: 1503)233-0469 Bend o 1444 N.W.College Way-97701 o (503)388•3500 o F^.X (503)388-5062 Spokane o W 1124 Riverside,3rd FI -99201 o (509)8.18-3810 o FAX: (509)624-0355 a) February 16, 1996 rn James Funk, Plans Examiner / City of Tigari ❑ M 13125 SW Hart Blvd. Q Tigard, Oregon 97223 �'' ✓� Z 0 subject: Washington Federal Savings Cr PC12-16C SIT95-0049 O PC12-16C BUP95-0616 vi J a Dear Jim, o I have received and reviewed your Site Review(dated 2!9/96), and Fire/Life Safety and i Structural Reviews (dated 2/13/96) for the Washington Federal Savings Tigard Branch in Facilities to be located at 15444 SW Pacific Highway in Tigard, Oregon. The following winformation is provided in response to your review requirements: LL u; SITE PLAN REVIEW: 3 E6 CD -4fem#1. The contractor (WoodbLrn Constructicn) has provided a breakdown of kn N their bid which itemizes the cost of site improvements as $40,906 (see attachment). M LU Tatem#2. The drainage pipe slopes indicated on the original Site Plan (sheet Al) for the C" and 10" storm drain lines ala incorrect (the invert elevations at the catc.1 basin and n. ;; curtain drain were appropriate). The notes have been corrected on the attacned revised Site Plan to reflect a 1/8" per f-ot slope (Curtain Drain#1 serves 4,300 s.f. vs. an Q allowable of 10,700 s.f., Catch Basin#1 serves a total of 4,562 s.f. vs. an allowable of 10,700 s.f., and the combined 10" line caries the above two drains plus 1,800 s.f. of roof C drainage for a total of 10,662 ,.f. vs. an allowable of 41,4010 s f. per OPSC Table 14-2). x d41tem#3. The drain configuration has been changed to eliminate the flow-through catch basin. See the attached revised Site Plan. e W6rn#4. 1 have included erosion control measures based upon the Unified Sewerage Agency requirements in the modificaTions to the Site Plan (sheet A1). I have also included details and specifications in Addenurm#4 (sue attached). FIRE AND LIFE SAFETY REVIEW: Item#1' The glazing specifications (Section 08860) referenced OSSC tempered glass requirements. I have included a revised Window Schedule in Addendum#4 to further clarify this. Item#:L The glazing specifications (Section 08860) referenced OSSC tempered glass requirements. I have included a revises! Door Schedule in Addendum#4 to furthor clarify this. ® Z STRUCTURAL: Item#T.- The lateral load resistance capacities of shear walls type A and B have been determined by Table 20 of the APA Design/Construction Guide pr.rblication (see I fa attachment B). W0 type A (single sided)was taken directly from the table (380 pound_ per linear foot capacity) and Wall type 8 was determined b; taking twice the table Figure for double-sided construction (760 pounds per linear foot capacity- see circled note). Seismic and Wind analysis (see supporting documents) calculated the maximum lateral 0(.:sign load at 17.22 kip, (seismic). The loading is apportioned as follows: Length of walls Capacity Total Load EAST/WEST LOADING' Shear Wall Type A. 57 If 380#/If 21,660# Shear Walt Type B: 0 if 760#/If 0# Design Load Capacity: 21,660# Wall/Fooirng Connection: 57 If 1000#/If'" 57,000# Actual Loading: 17,220# NORTH/SOUTH LOADING Shear Wall Type A: 39 If 380#/If 14,820# Shear Wall Type B: 18 760#/If 13,680# Design Load Capacity. 28,500# Wall/Footing Connection: 57 If 1000#/If'" 57.000# Actual Loading: 17,220# Based upon OSSC Table 26-E; 5/8" bolts at 36" o.c. I,fi#M#2. A detail of the interior shear wall with nailing specifications has been Included in Addendum#4. CItem#3 Headers#2,3,7 and 11 were incorrectly listed in the beam schedule. A revised beam schedule has been included in Addendum#4. / Item#4. The final revised calcu!ati_n for beam BM-1 which supports the sel?cted 5 1/8" x 12"glu lam beam size was omitted from the supporting documents The cor-ect calculation sheet is included in the attachments to this letter. ItemThe final revised calculation for beam BM-11 which sr.rpports the selected 4x12# am size was omitted from the supporting documents. l he correct calculation sheet is included as an attachment. The calculation for Header HD-14 was only partially prir ted with the su;)porting docurnents. The complete calculation sheet is included with the s±tachments. IlnA. The original specifications for the acoustic ceilings stipulated the code requirements for lateral bracing of the suspended ceilings (Section 09500). 1 have included more specific details and specifications in Addendum#4 to further clarify this requirement. Item#U Washington Federal Savings has retained the firm of Centurywest Construction Inspection & Testing to provide Special Inspection for this project. They will be providing Periodic Inspections of structural welds (Sec. 306a.5.B.2) based upon the use of single-pass fillet welds stressed less than 50%. Special inspections will not be required for the concrete work as it has been designed with 2500 psi strength concrete (Sec. 30t.a.1.2, see supporting calculations). Please note that concrete strength has been specified at 3000 psi for durability concerns only. The completed Structural Special Insoection Form r •attached to this letter. Item#8/ Addendum#4 includes a clarification of the ceiling soffit weight and the requir�frtent for the truss desinner/manufacturer to addre�s this loading in calculations submitted with the required Shop Drawings 'ter?[#9. The 2x6 ceiling joists above the drive-through lane are supported from th i perimeter glu lam beams by Simpson U20 harpers as indicated in note#11 on drawing 2!A5. Addendum#4 clarifies this connection. 4tem#10. Addendum.#4 includes a clarification to the General ContraLtor of the requirement to maintain roof truss details and specifications on site for each truss style used. Item#11. The footing reinforcement called out in detail 14lA10 is incorrect. 'This correction is inclided in Addendum#4. 1 believe that this addresses all of the :`ems listed in the review letters. Please contact me if y.)u have any questions concerning the above response or require any additional information. Sincerely, A�� Gary Day attachments: Revised Sheet A: (three copies) Addendum#1 (four copies) Sketch ADD-1 Addendum#2 (four copies) Add-endum#3 (four copies) Addendum#4 (four copies) Sketch ADD-2 Sketch ADD 3 Sketch ADD-4 i Sketch ADD-5 Sketch ACED-6 -United Sewerage Agency details 34,1, 3-2, 3-7A Contractors Site Construction Costs Tabulation (on„ copy) APA Table 20 (one copy) Revised Calculations(one copy) BM-1 BM-11 HD-14 U.S.A. Grading/Erosion Control information sheet City of Tigard Structural Special inspection sheet CCITY OF TIGARD February 13 , 1996 OR Benchmark Architectural Services 250 SW Jefferson Avenue Corvallis, OR Y7333 Re: WASHINGTON FEDERAL SAVINGS 15444 SW Pacific Highway PC].2-1BUP95 6516 The plans and specifi-ations have been reviewed for conformity to applicable codes . Please submit four (4) sets of .revised plans and specifications incorporating the following requirements : Fire and Life Safety `�. The window schedule shall spc:.,.l_`y tempereri oi.ass icr Item Number_ 13 (Store Front Door A/'-00) . The door schedule shall specify tempered glass for Door Type A, B, and C. Submit corrected schec'vle. Structural 97 I Provide the angineerls design calculations for Type A and B shear walls (Sheet A/4) . Provide a detail and nailing specifications for attaching the L ' interior shear wall to roof (see reference in Poof Framing Plan Lege),d, Sheet A4) . Headers 2, 3 , 7, and 11 are under size as compared to the 3-1/2" x 11-1,/4" required by the structural calculations . Please clarify. { Submit calculations for Beam 1, not a Glu-Lam. Provide a memorandum to the supporting documents for using 4 x to sawn lut,ber- instead of laminated. The suspended acoustical ceiling system shall be anchorec. to resist lateral seismic forces [Section 2336 (b) and Table 23P] . Provide suspension �:ires not smaller than No 12 gauge spaced at 4' on center , perimeter wires on terminal ends of cross and main runr'c _s at a maximum of 8" f-_om each wa_1, four No. 12 gauge wires splayed 90 degrees from each other at an angle not exceeding 41, degrees from the plane of the ceiling with a strut centered and extending to the structural members supporting the floor or roof above and spaced 12' on center in both directions starting 6' from each wall . All lighting fixtures weighing less than 56 lbs . shall be positively attached to the suspended ceiling system [UBC Stan3ard Section 47 . 1.8131 . When using an intermediate grade system, No 12 gauge 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TD'-) ;503) 684-2-772 i Benchmark Architectural Se�:vices February 13 , 1996 pg. 2 wires shall be attact ed to the grid members within 3" of each cornF,r of the fixtures, and lighting Fixtures weighing less than 56 lbs . shall have two No. 12 slack wires connected from the fixture to the stricture above Ceiling mounted air terminals or services weighing Less than 20 lhs . shall. be posirively &ttached to ceiling runners [UBC Standard '3ectirri 47 . 18141 . Provide design and specifications within the revised pans. Complete the enclosed Special Inspection form and return to this office prior to our issuance of the building permit . Copies of all inspection reports shall be filed with this office continually during construction. A final :signed revort must be on file bef;'re occupancy will be permitted [OSSC, Section 306 (c) 1 . Provide the ro truss manuf�ct.u.-en ' s review and specification for loading the b, om chord with in'_erior ceiling soffits (sre 7/A'7) . Detail 10/A7 does not clearly deFi.:e the support or attachment for the individual drive-thrs soffit truss . Please clarify. 1� Man,ifacturer' s details and sDecificat:'.on for each Ltyle of truss used must be on the premise fnr completion of the framing inspection. Clarify the use of. #4 reinforcement in place of #5 in TJpical Foouing Design 14/A10 (see structural calculations) . If you wish to discuss any of these items, please give me a call . Sincerely, ,Names Funk / Plans Examiner bup95-0516\pcl2-16c enclosure V"V.ASHINGTON F.'r)ERAL SAVINGS I �TIGARD BRANCH .iFFiCE L ' I ADDENDUM #4 February 16, 1996 i c,14 GARY A. DAY CORVA(LIS. C EGON 42263 The specifications and drawings prepared by the firm of Benchmark Architectural services, 250 S .J Jefferson Ave Corvallis, Oregon 97333, for the construction of a branch savings and loan office to be located at Pacific Highway and 109th Street in Tigard, Oregon and dated September 15, 1( are hereby amended in the following particulars MODIFICATIONS TO SPECIFICATIONS: Section 05190 Trussed Rafters, 1 03.A Design Requirements. Clarification- Pre-engineered roof trusses shall be designed to support t,3 interior ceiling soffit indicated in drawing 7,'A7. Trusses shall be designed to sustain a load of 47 pounds per linear foot of s(`ii;(along full perimeter of soffit as indicated on Reflected Ceiling Plan 1/A7) Roof truss manufacturer snail provide design calculations to verify support of this loading with their Shop drawings A copy of the shop drawings indicatirg details and specifications for each individual truss type shall be kept on-site and made available to the Building Inspector at the tnie of the framing inspection Section 09500 Acoustic Treatment, 3.03.8 Irr,tallation Cla ification- Provide lateral seismic bracing of suspended ceiling systems in conformance with attached deta I i and specificakhns in ADD-2 MODIFICATIONS TO DRAWINGS: —"I/A1 SITE PIAN. Modification -S:orm drain lines from Curtain Drain#1 and Catch Basin#1 shall he installed at 1/8" per foot slop?as indicated on revised sheet Al Storm drain lines from curtain drain and catch basin she:, be rerouted as indicated on revised sheet Al dated 2/16196)' )eliminate storm drain lines from flowing through the catch basin 1/A1 SITE PLAr,' Clarificatior} - Erosion prevention requirements are subject to the Unified Sewerage Agency(of Washinyiun County) requirements. Provide 5-mil plastic sheet cover over all stockpiled soil materials, and grades greater than 20%which are not in use. Provide on-site erosior,control measures at locations Indicated on revised Site Plan Sheet Al and as indicated in details and speci ications included in Unified Se,verage Agency of Washington County, Technical Guidance Handbook, Detail drawings 3-1 \, 3-2, and 3-7A 2/A4 ROOF FRAMIN 3 PLAN: Clarification-Interior shear wall(note#4)shall conform to detailing and specifications includr-4 �in sketch ADD-3. A,4 BEAM SCHEDULE: Modific,ition -Headers#2,3 7 and 11 and beam#11 shall be 402 DF#2 n-aterial in lieu of the 4r;t indicated in original Beam Schedule. See attached revised beam schedule ADD-4 I 14/A10 TYPICAL FOOTING: Modification-Provide(2)#5,.-ontinuous horizontal reinforcement in lieu of the#4 reinforcement t✓ bars indicalid. Provide#5 transverse bars at 15"o.c. in lieu of the#4 reinforcement bars indicated 10/Al l DRIVE-THROUGH SOFFIT Clarification -Prcvidp Simpson U26 hangers at each end of drive-through ceiling joists (to pwimeter glu lam beams)as indicated in note#11, drawing 2/A5 Al2 WINDOW SCHEDULE: Clarification - Provide tempered glass at locations indicated in revised Window Schedule ADD-5 L;-x,12 DOOR SCHEDULE Clarification Provide tempered glass at locations indicated at revised Door Schen;le ADD-6 END OF ADDENDUM WASHIN03TON FEDERAL SAVINGS TIGARD BRANCH OFFICE ADDENDUM t3 ,.1 CARY A, DAY COr=sv�,1S. 61. January 7, 1996 The spe;ifications and drawing, •,,repared by the firm of Benchmark Architectural services, 250 S W. Jef i-,rsr n Ave., Corvallis, Oregc, 1333, for the construction of a branch savings and loan office to be located at Pacific Highway and 109th Street in Tigard, Oregon and dated September 15, 1995, are hereby ar, rrded in the followir,g particulars: MODIFICATIONS TO SPECIFICATIONS: None MODIFICATIONS 'rO DRAWINGS: 1/A1 SITE PLAN: Modification- Curb at complete perimeter of storm watar detention basin shall be detail 4/A11. Disregard reference to detail 21/A10. 1/A1 SITE PLAN: Cietifrcation - Curb detail 4/A11 extends from east side of f,andicapped access ramp (nor,hwest corner of building) along nc rth and east sides of building to a point adjacent to the northwest corner of the mechanical equipment c!nclosure (except at drive-thru lane projection where detail 19/A10 applies). 'the remainder of the parking lot curbs (excluding perimeter of storm water detention curb indicated above) shall be extruded concrete type. APPROVED SUBSTITUTIONS: Nu Additional Approvals END OFALDENDUM i 4 WASHINGTON FEDERAL SAVING6 i TIGARD BRANCH OFFICE ADDENDUM #2 ,,anuary 4, 1996 GARY A. DAY S^.. rOf,IiALL,.. a 'S OHE'C;QNa, , � 42263 The specifications and drawings prepared by the firm of Benchmark Architectural services, 250 S.W. Jefferson Ave., Cor-.allis, Oregon 97333, for the construction of a branch savings and loan office to be located at Pacific Highway and 109th Street in Tigard, Oregon and dated Ijeptembgr 15, 1995, are hereby amended in the following particulars. MODIFICATIONS TO SPECIFICATIONS: None MODIFICATIONS TO DRAWINGS: 1/A1 SITE PLAN: Modification .. Elevation of finish paving along the eastern segment (N 890 49' 23" E 59.01') of the north property line shall be 216.00 at all points (to align with adjacent paving) in lieu of 214.71 and 215.04 elevations indicated. APPROVED SUBSTITUTIONS: No Additional Approvals END OF ADDENDUM WASHINGTON FEDERAL SAVINGS TIGARD BRANCH OFFICE ADDENDUM #1 January 4, 1996 �� ' t� �1�4 GARY A. DAY ,CUHUAI_L;S, (13Fi.�Ui'd � The specifications�.nd drawings prepared by the firm of Benchmark Architectural services, 250 S.W. Jefferson Ave., Con/allis, Oregon 97333, for the construction of a branch savings and loan office to be located at Pa.3ific Highway and 109th Street in Tigard, Oregon and dated September 15, 1995, are hereby amended in the following particulars: MODIFICATIONS TO SPECIFICATIONS: Section 02790, Landscaping: Clarification - Item 3.04 Bed Preparation shall read as follows: A. Add imported topsoil as rr '110red. AdJ 2" of organic element to all planting beds. Roto,/ate pli,,:ling areas to minimum 6"depth and rake smooth. Final pl:+nting grade in planting bed shall be 2-112" - 3"below adjacent curbs, walks, and paving at fhe time of planting to allow for bark application and in seeded areas shall be approximately 1" Belo►v ad!icent curbs, walks, and paving at time of seeding. Crown planting beds at 1" in V-0"to insure positive drainage. Section 05580, Carpet: Clarification - Specified carpet shall have the rnanufactwers type 2 Fiacking option. MODIFICATIONS TO DRAWINGS: I/A1 SITE PLAN: Modification - Configuration of Utility service vault and ;project transformer shall be as indicated on attached sketch ADD-1. 1/1_1 LANDSCAPE PLAN: Modification - Configuration of Utility service vault and project transformer shall be us in-iicated.. on attached sketch ADDA. Landscaping shall be field modified (with Landscape Architect's approval)to relocate specified plantings in a manner that will partially shield view of the utilities. 1/E1 ELECTRICIAL SITE PLAN: Modification - Configuration of Utility service vault and project transformer shall be as indicated on attached sketch ADD-1. APPROVED SUBSTITUTIONS: Section 03300 W.R. Meadows Sealtight Vocomp-20 UFC Peck-O-Weld M Section 04200 Masonry units may be as manufactured by Interstate Brick provided unil,� are Baja Brown in color and match originaily specified dimensions. Section 03200 Cenco Architectural wood doors Section 15400 Truebo Handi•Lav guard insulatiun kits Rheem/Ruud Manufacturing ELD40 hot water heater Section 15530 Broan Electric Register-type heaters Broan model 314 I_oSone ventilator Section 16500 Lithonia AF 2/13D1"T BAF; 120 TRW HPF Lithonia LES61G 120/277 ELN ND Lithonia C 2 32 120 GF_B10 WG Lithonia KAC 175M DP TB SPD09 DBL KW Pole SSP 12 4.0 11 DM10 BLK FND OF ADDENDUM 3 r, W U LLI0 pp z>= wz I wU w (j)(j) UN Lu I j LU l Z(KLLJ10§ �z ! (SUQ w° I 1 a°W� d _ W NwwUw ! ! U z Q� z I I z p zuu z w� �� U-NUww w-w� �. 9jw�J tVw � w " mss w_ �I QU pU �n0=pzW zz wQ�a� 10.1 � gypp►- >dp ,. -iwZQ , I ul —�n 0-,z l% �' I ' ►- tiJ �w_tY i �0 z u I �- 1 ��►Q-w� �� N� NrwuC��Q� I �- -'z Moil �f-Q v�pzzt� W Q w r DATE q PLANS CHECK NO.: PROJECT TITLE: �" ) COUN1'rYNVT,DE 'N TRAFFIC IMPACT FEF, APPLICANT: --w WORKSHEET ' � ' —�'-=`� -1 (FOR NON-SINGLE FAMILY USES) M/'JLJNr",0ESS:'2 "'-AA-) FI 1'�u)�7' f CITY/JP/PHONE: RATE PER AlbnoL4 , o 612R-2 LAND USE C ,f EGOEY ��_ TRIP TAX MAP NC ESIDENTIAL $159.(A, L` 1 C r — 2— BUSINESS D COMMERCIAL $40.00 SITUS NO.AODREQFFICE S�, 145.00 INDUSTRIAL 153.00 INSTITUTIONAL $66.00 PAYMENT METHOD: CREDIT INSTTTUTIONAL ONLY: RANCROFT(PROi+IIJSO_ FN_ NGTr_ D USE GTEGORY` �+E�SCWPTIOKOF USE, EEKDAY AVG TRIP RA WEEKEND AVE TRIP MT 1 y�I VC 11 `�V 11/YY� DEFER TO OCCUPANCY I� c.e v0 BASIS:. A-�cTr �nn� c r I J�v\t -J5 A.ULo -AV P-VYU'( D�{� z, r�ncln b�ln1,',v� cL 1;1 c� L�.,� oL �j I Vel ltti. S CALCULATIONS: r ,c f oJp,oloc 3 2. 100 1Y'�� _ Z� 1S Mo IrcT TNiI•ola+aunoN: V63 x Lo-00 1135U'U° ADDITIONAL NOTES: FOR ACCOUNTING PURPOSES OULY: ROAD AMT.: Me 4- TRANSIT AMT.: 5,311 "PARED 9 CC: WASHIN M ON COUNTY TIF NOTEBOOK form ti(10 DATE: — PLANS CHECK NO.' I 9 I A� PROJECT TITLE: COUNTYWIDE TRAFFIC IMPACT FEE APPUCANT: WORKSHEET ) -)a f v,i va4 _ MAIUNG ADDRESS: ,,t (FOR NON-SINGLE FAMILY USES) 7 ''i 1) TY/ZIP/PHONE: RATE PER r) LAND USE QATEGQRY TRIP TAX MAP NW. RESIDENTIAL $159.00 1='I ID _ BUSINESS AND COMMERCIAL $40.00 SITUS NQ. 146.00 1 �'a'_t 9 . QEFIC INDUSTRIAL 1153.00 INSTITUTIONAL $6(;•UO PAYMENT METHOD: CASH QJECK CREDIT INSTTTUIIONAL ONLY: BANCROFT PROMISSORY NOT LAND USE CATEr4RY �E,!�'FeUPTI"2F,JUJ'4 EEKDAY AVG TRIP RAT WEEKEND AVE TRIP RATE V ^>,VEFER TO OCCUPANC11Y � '-" �� BASIS: -�4U2 (NYU SPS �- -ZI ,�� Eb bvo,-VG� 11 V\A V� l� CALCULATIONS' �+v`'P gev��r �xY. ,c weal�dau�.:,Av>!v ,� teak 243 r. Ino x � u0,00 =�11, 13Z.��o PROJECT TRIP OENERATION: IEEE: 7 IADCITION—ALLNNOTES: FOR ACCOUNTING PURPOSES ONLY: ROAD MIT.: -rF- , 1 _ TRANSIT AMT.: (�F- -Z %6 �ARE9 BY' CC: WASHINGTON COUNTY TIF►IOTFWXW fOfm tifl0 1 CITY OF TIGARD December 19, 1995 OREGON Washington Federal Savings 300 SW Ellsworth St. Albany, OR 97321 TRAFFIC IMPACT FEE FOR WASHINGTON FEDERAL SAVINGS BUILDING Enclosed with this letter you will find a calculation sheet showing the computation that has been performed to determine the amount of the Traffic Impact Fee (TIF) to be paid for the project noted above. The amount of the TIF is $11 ,132.00. You have three payment options available to you. The first is to pay the TIF at the time you are issued a building permit. The second is to arrange for payment over time by signing a promissory note (if you wish to exercise this sr;cond option please contact me for additional details). The third option is to defer payment until occupancy. Traffic impact fees are subject to an annual increase of up .o 6% if not paid or financed prior to July 1 st of each year. Please nine that you may appeal the discretionary decisions made in determining the appropriate category and the amount of the fee baF-ed or, that category. A notice of appeal must be received by the Citj Recorder no later tha-1 5:00 p.m. on January 2, 1996, and must be accompanied by the $625.0-', appeal fee required by Washington County. Although filed with the City Recoruer, an appeal would be heard by the Washington County Hearings Officer. If you ,iave any questions, or if I can be of further service please contact me f t 639- 4171 . 6)w4v'--� -� Bonnie Mulhearn Development Services Technician c:TIF file Building fits 13125 SW Hall Blvd„ Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 -� COUNTYWIDE CITY OF TIGARDA TRAFFIC IMPACT FEE OREGON PAYMENT OPTION FORM Buil(aing F, Tigar(2 Promenade 12/1/95 Northeast corner, 109Th & Pacific Hwy. Date Site Address Washington Federal Savings Tigard Branch Z-_II C- Project Name P'.:in Check # I realize that I must make a decision on payment o"rhe Trai`:: I,opact Fee (TIF) at this time. Therefore, I request the following (choose whichever option or options are applicable): ,� Cash or Check CJ Credit Voucher Bancroft or InstL-:lment Payments and/or E] The Ordinarce allows for deferral of payment of the TIF-- until issuance of the occupancy permit if the TIF is greater than $5,000. If the TIF meets this requirement, I also request this option. I understand the TIF must be paid prior to issuance of an occupancy permit. I also understand that the TIF will be recalculated based on the prevailing rates at the time of payment. Please be advised that T'IF rates may increase up to Eix percent each July 1 st. This 1• to increase is not Subject to appeal. l OWNER/APPLICANT OWNER/APPLICANT C: Building Pe-mit File Payment option Notebook h'lingvdlts drub 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 -- �� I� `I I I I I lilt �, • 1 i i 1 !, I , Ilillti IIIT II 1I . l I SAI : TUBE - Steel Tube Column Analysis and Design Verson 1 .04 - 9/19/91 - C4 .0 Copyright (C) 1986-1991, Structural Anal},E'is, Inc. Boca Katon, FL 33432 (407) 394-4257 User #920006 BENCHMARK ARCHITECTURAL SERVICE CORVALLIS OR 97330 Input data filename: \Ligand\col-1 DATE: 8- 8-1995 TTME: 1C ;5 : 7 Job Descr. : WASHINGTON FEDERAL SAVINGS - TIGARD BRANCH TUBE SELECTION LIMITED 'r0 SQUARE 'PUBES *** COLUMN 1 *** SIZE THK LOAD MOM-X MOM-Y FY D/ r KL/R INT FA FBX FBY C TS 6 X 6 . 18' 5 5 .4 .0 .0 36 .41 68 .8 .076 16 . 5 21 .6 21 .6 1 KLX = 13 .5 CMX = .85 1 . 3 .0 .0 KLY = 13 .5 CMY = . 85 TS 6 X 6 .2500 5 .5 19 .5 . 0 36 .41 69 .7 1 .025 16 .5 24 .0 24 .0 3 KL,X = 13 .5 CMX = .85 1 .0 23 .2 .0 KLY = 13 .5 CMY = .85 TS 6 X 6 .2500 5 .5 .0 2 .7 36 . 41 69 .7 .193 16 . 5 24 .0 24 .0 4 KLX = 13 .5 CNIX = .85 1 .0 .0 3 .2 KLY = 13 .5 CMY = . 85 End of TUBE Elapsed Time: 0 mi.n 1 sec { i WIND DATA AND LOAI (Wind loads computed from wind vel, --L.-) VEL. AREA GRADE mph sq ft feet 80 .0 216 .00 - .5 i BUILDING CODE USED: UBC 1988 EXPOSURE IMPORTANCE PRESSURE COEFFICIENT STAGNATION PRESSURE CONDITION FACTOR WALL ROOF Qs W.W. L.W. W.W. L.W. psf B 1 .00 .80 - .50 - .90 - .70 FL TRI BW Ce p (psf) P PTOT feet windward leEward kips kips 1 42 .00 .70 9.52 - -) .95 7 .24 7 .24 ROOF PRESSURES WINDWARD LEEWARD psf psf -3.0 . 71 -8 .33 End of WI6U) Elapsed Time: 0 min 1 sec SAT : WIND - Wind Forces On Structures Version 1 . 1.1 - 06/11/90 - C4 .0 Copyright (C) 1986, Structural Analysis, Inc . Indialantic, FL 32903 (407) 727-1562 User #920006 BENCHMARK ARCHITECTURAL SERVICE CORVALLIS OR 97330 input data filename: \tigard\wind DATE: 8- 8-1995 TIME.: 1.0 :21 :53 PROD 'T : WASHINGTON FEDERAL SAVINGS - TIGARD BRANCH -1 STORIES FLOOR COORDINATES (feet) 0 1 12 .0 WIND DATA AND LOADS (Wind loads computed frow wind velocity) VEL. AREA GRADE mph sq ft feet 80 .0 532 .00 - .5 BUDDING CODE TJSED: UBC 1988 EXPOSURE TMPORTaNCE PRESSURE COEFFICIENT STAGNATION PRESSURE CONDITION FACTOR WALL ROOF Qs W.W. L.W. W.W. L.W. psf B 1 .00 .80 - .50 - .90 - .70 17 .00 FL TRIBW Ce p (psf) P PTOT feet windward leeward kips kips 1 81.50 . 70 9 .52 -5 .95 15 .79 15 . 79`- ROOF PRESSURES WINDWARD LEEWARD psf psf - 1.0 .71 -8 . 33 PROJECT: WASHINGTON FEDERAL SAVINGS - TIGARD BRANCH (next problem) 1 STORIES FLOOR COORDINATES (feet) 0 . 0 1 12 .0 SAI : SEISMIC - Analysis of Seismic Loadings Version 1.21 - 04/09/90 - C4 .0 Copyright (C) 1986, Structural Analysis, Inc. Indialantic, FL 32903 (407) 727-1562 User 4920006 BENCHMARK ARCHITECTURAL SERVICE CORVALLIS OR 97330 Input data f?.lename: \tigard\seismic DATE: 8-- 8-1995 TIME: 10 : 3 :20 WASHINGTON FEDERAL SAVINGS - TIGARD BRANCIi Seismic factors and force distribution computed per The Uniform Building Code, 1988 Edition Seismic zone:3 ' Number of stories, N: 1 Probable seismic intensity factor. , Z : . "000 - Occupancy importance factor, I : 1 .00 Structu.=-al system coefficient, Rw: 8 . 00 Fundamental period of vibration, T: .128948 seconds Site coefficient for soil characteristics, S: 1 .5000 Frame material coefficient, Ct . 020 Base shear coefficient, C: 2 .750000 Total dead load, W: 167 .00 Total lateral load (base shear) , V: 17 .22. Concentrated lateral force applied @ top flcor (in addition to distributed force SEISMIC FORCES FLR HT ELEV W F V Mo/t e 1 12 .00 12 .00 167 .00 17 .22 .00 .0 Base . 00 17 .22 206 .7 End of SEISMIC Elapsed Time• 0 min 0 sec S0 M/n' ..d. �''�. a' .c. •o .' V' RADIUS 25' MIN. :d .0•' v0 CLEAN PIT RUN OF 2"—MINUS GRAVEL SUBGRADE REINFORCEMENT GEOTEXTILE. AS REOUIRED PSE 8" MIN. DEPTH x20' MIN, FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL Gravel Construction TECHN )L GUIDANCE HANDBOOK Entrance Detail Drawing 3-1A FILF DWI:INSPECTORS GRAPHICS DRAWING DRb-IA PLOT I:I U V7 CL V) e w m O U) ¢Iw O V) J O U U J a w EL WL Q W W N J LL Z W 2 UN „0 -,b� V) N F– x W W Z W W L,, t I•- – fY m u. O – N 9 , Z .19 J L._ o a N > tl 3 w O n Z W W W cr C/) > O W (L 0. O a mzl O 2m L7 OW J ILLJ p } cr1– J O J Q rUlas O Q W (L W N r– t F-1 n Ln m U N W U J 4. U V J Z w 0_ c x Z ~ S W I J i x U - LLJ - I- IY W J CO Q L� LL. 1 EL w m L < I a Lj Q �-'� w (Ll--1 J - N > U_ J H� S Im -" W O EC /� I O (f) R I W Li �� I X L) W r \� < L z Lo U W U J \� l0 J I = Q cr O I V co Q I Z co F– w w 3 I cD Z I-- Z LJ )U) J t I 't li Ll W to V) - O Z O U U d Q O 9 CC N d W „9 - , Z „9 ~ x o z N Q TECHNICAL. GUIDANCE HANDBOOK Sediment Fence Detail Drawing 3-2 FILE DRAFTtINSPECTORS GRAPM!CS DRAWING SEVENCE PLOT It DROP INLET WITH GRATE STAKES '2"X 2"X 3') FILTER FABRIC' STAKES FILTER FABRIC RUNOFF WATER WITH SEDIMENT FILTERED WATER d d ,• .'. BURIED FILTER---,'/ - 'ABRIC (MIN. 4 DEPTH) I-, Fllt'r Fabrlc TECHNICAL GUIDANCE HANDBOOK Inlet Barrier Detail Drawing 3-7A FILE DRAF'ItINSPECTORS GRAPHICS DRAWING DR3-IA PLOT I•I TABLE ZO Rocommended Sh9ar (pounds per foot) for APA Panel Shoor Walls with Fruining of Douglas-Ffr, Lur ch, or Southern Pine(0) for Wind or Seismic Louding(b) to'4'4t�=' 4d� ;�/ Panels Applied Over no y��ng ., '�tL'or B/8" Gypsum Sheathing 1m e r " ,n r t w ✓1 - , y l.Apa P ��•si 1 �' w�d11 size A�esew! :P�e1• terri!`o m a .,: NesHf�iaain av v coimmon o�Nail Sppacin at Pa ` g �" 4 gP,�aatllett�dgealln.) Panel Edgos1in.) ¢ea a lekndni, ted ert)vpr�iz id' galvanizod tr�;� v �i�l�).' �. F•) �b,°x� u6 r. A' 2' !)I : ' box) 6 4 3 :t:i-) ON, 390tS' 510t1'I 8d 400 300 390 510 360,•l�,) 4601d1`610(d), + 280 130 550 730 At'A STRUCTUF1,.' I• r 1 -- f� — — 505(d) '670(d) ' ) l Od lit — — ,Jn;~r 180 270 350 450 APA RATEQ OP 3l)0 4� �i90r X5510 14,^a 'ed 200 300 390 510 SI IEATfilN6, �,0 1' 20I1i 4101d1 5301st) y .,, .'kAibUiSI1JIDs�3�P � � _ :60 380 490 640 ndtl r,AP1K a $ �y11 ., 2 '�/p ldt - „^I' 450(d) '505 11) rod '.:rye r U gvP �F i5i3z.+�el,-s'<C 4�'t.4 btr • ,xr P� Kr2R0 -'380' 490' 640 — Jt,A ! 15,/A31, �$•} / 1.5 �a",, hOd�•1� 31Py' T IGD.,. loo . 170 — — — — -' 340x[ }110'- 66 870 ..v. RAtED7 . )Lt �; �al �try size SIUINGioI' h P)?►a1tl, r' , -�geelvanized AIA. ;., .` yr �xce t r .fii1 n y 7 0 • ,'.'136. .140 210 275 360 Gro ip;5, .F M.��✓. 4. ;+'�•'•: - .',pW,y❑. r y a• 1• 1_ 1Q40,'r hs71+0�r, 470 w `� lOJllf 160 240 310 410 (a)For framing of other species:(1)Find specific gravity for species of lumber In the AFPA National Design Specification, (2)(a)For common or galvanized box nails,find shear value from table above for nail size for STRUCTURAL I panels(regardless of actual grade).(b)For galvuriind casing nails,take shear value directly from table above.(3)Multiply this value by 0.82 for species with specific gravity of 0,42 or greater,or 0.69 for all other species. (b)All panel edges backed with 2-inch nominal or wider framing.Install panels either izontally or vertically.Space nails maximum 6 inches o.c.along intermediate Framing members for 3/8-inch and 7/16-inch panels installed on studs spaced 24 Inches o.c.For other conditions and panel thicknesses,space nails maximum 12 Inches o.c.on intermediate supports. (c) 3/8-Inch or APA RATED SIDING-16 oc is minimum recommended when applied direct to framing as exterior siding. (d)Shears may be increased to values shown for 15/32-Inch sheathing with same moiling provided(1)studs are spaced a maximum of 16 inches o.c.,or(2)if panels are applied with long dimension across studs. (e)Framing at adjoining panel edges shall be 3-Inch nominal or wider,and nails shall be staggered where nails are spaced 2 inches o.c. (f) Framing c adjoining panel edges shall be 3•inch nominal or wider,and nails shall be staggered where 10d nails having penetration Into framing of more than 1.518 inches are spaced 3 Inc'tes o.c. (g)Values apply tc all-veneer plywood APA RATED SIDING panels only.Other APA RATED SIDING panels may also qualify on a proprietary basis,APA RATED i SIDING-16 ac plywood may be 11/32-inch,3/8-inch or thicker.Thickness at point of nailing on panel edges governs shear values. A P P E IN D I X Tables 1 and 2 present recommended Another option is to use Table A-1 for higher capacity or twice the shear 11r the shears which apply to most diaphragm high load. fns(see side with the lower capacity whichever Is desigrs.Occasionally,due to higher a uation Report No 1 greater If nail spacing is less than 6 lateral loads or to building geometry or For high-load shear walls,structural inches oc on either side,pane,)pints layout,higher allowable shears are panels may be applied to beth faces ,! should be offset to fall on diflerent required.Calculation by principles of I framing.Allowable shear for the wall ural framing members or Iraming should be mechanics using values of nail strength be aken as twice the tabulated shear lot 3-inch nominal cr greater and nails or, and plywood shear values(see APA one side Where the shear capacities cur each side should be staggered Research Repon 138)is one way to wabl ar tn� 1 design for higher shears. either t 7