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Permit Ai CITY OF TIGARD BUILDING PERMIT PERMIT #: BUP2005 -00087 k DEVELOPMENT H r SERVICES 503-639-4171 DATE ISSUED: 8/10/2005 - 13125 SW PARCEL: 2S 113B0 -00600 SITE ADDRESS: 16580 SW 85TH AVE ZONING: I -P SUBDIVISION: SEWER TREATMENT PLANT LOT: JURISDICTION: TIG Project Description: Durham Facility, Phase 4: new influent pump station. REISSUE: • FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK: NEW FIRST: 9,159 sf N: S: E: W: TYPE OF USE: COM SECOND: 1,386 sf PROJECT OPENINGS? TYPE OF CONST: 2N : sf N: N S: N E: N W: N OCCUPANCY GRP: F2 TOTAL AREA: 10,545 sf ROOF CONST: FIRE RET? N OCCUPANCY LOAD: 2 BASEMENT: 11,537 sf AREA SEP. RATED: STOR: 2 HT: 33 ft GARAGE: sf OCCU SEP. RATED: BSMT ?: Y MEZZ ?: Y REQD SETBACKS REQUIRED FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: N SMOK DET:N DWELLING UNITS: FRNT: ft REAR: ft FIR ALRM : N HNDICP ACC:N BEDRMS: BATHS: IMP SURFACE: PRO CORR: N PARKING: 0 VALUE: $ 19,000,000.0 Owner: Contractor: CLEAN WATER SERVICES CONTRACTORS INC 2550 SW HILLSBORO HWY PO BOX 637 HILLSBORO, OR -9379 TUALATIN, OR 97062 Phone: 503 - 681 -3600 Phone: 503 - 692 -0100 FEES Reg #: LIC 62834 Description Date Amount REQUIRED ITEMS AND REPORTS [BUILD] Permit Fee 8/10/2005 $53,206.60 Special inspection (see pla [TAX] 8% State Surcharl 8/10/2005 $4,256.53 Structural observation [BUPPLN] Pin Rv 3/11/2005 $34,584.29 [FLS] FLS Pin Rv 3/11/2005 $21,282.64 (additional fees not listed here) Total 120,814.46 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. 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. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952 - 001 -0010 through OAR 952 - 001 -0100. You may obtain a copy of these rules or direct questions to OUNC by calling 503 -246 -6 99 or 1- 800 - 332 -2344. Issued By: Permittee Signatur • iffl o b i 4 Call 503 - 639 -4175 by 7:00 a.m. for an inspection that business day. This permit card shall be kept in a conspicuous place on the job site until completion of the project. Approved plans are required on the job site at the time of each inspection. /6s �o ECo sE n G�us4.r ildtng Permit Application iiiaipl, f�r ttrw 1� a is y x ,� u�, ��, FOR OFI'ICE USE ONLY " o .� City Of T1 and Received g Date /By: , z �, m o Permit �C.e/�iv 4, �tze7 13125 SW Hall Blvd., Tigard, OR 97223 Plan Revi m/, Phone: 503.639.4171 Fax: 503.598.1960 r �; Date /By: 7 i i � ' Other Permit: �� 5^� 1 Inspection Line: 503.639.4175 _j..{" e`f I�. Date Ready /:y: illu. n See Attached Checklist for Internet: www.ci.tigard.or.uss�s I ^ � Notified /Method: ■ - 0 ,.....-1 Supplemental Information Y r Vt0 �'■ 1 S. (A/ 4 ` , € TYPE OF,�WORK , REQUI DATA 1 AND 2-FAMILY DWELLING ® New construction O Demolition Permit fees* are based on the value of the work performed. — Indicate the value (rounded to the nearest dollar) of all ® Addition/alteration/replacement O Other: equipment, materials, labor, overhead, and the profit for the q i ,: CATEGORY - OFCONSTRUCTION, y 1 - ?* work indicated on this application. O 1- and 2- family dwelling p Commercial /industrial Valuation: $ 0 Accessory building O Multi- family Number of bedrooms: 0 Master builder O Other: Number of bathrooms: d e' JOB S1TE> INFORMATION AND LOCATION Total number of floors: Job site address: 16580 SW 85th Ave New dwelling area: square feet City/State /ZIP: Tigard, OR 97224 OJAI A) 1611-Te.t3 t2J,665 Garage/carport area: square feet Suite/bldg. /apt. no.: N/A Project name: xpa ion Covered porch area: square feet Cross street/directions to job site ;SW SW 85th Ave. and SW Durham Rd Deck area: square feet Other structure area: square feet REQUIRED DATAi.COMMERCfAL -USE CHECKLIST r' Subdivision: Lot no.: 600 Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all Tax map /parcel no.: 2S113B equipment, materials, labor, overhead, and the profit for the DESCRIPTION OF WORK , , i work indicated on this application. New raw sewage influent Pump Station, associated pipework and site work, Valuation: $19,000,000.00 including flow splitter structures, meter vaults and odor control units. Existing building area: Zero square feet Ph 66 E- Lit New building area: 22,082 square feet p ® PROPERTY OWNER 3 r ❑ TENANT Number of stories: 2 (two) a .. r .... _ Name: Clean Water Services -Main Office Type of construction: Type II -B Address: 2550 SW Hillsboro Hwy Occupancy groups: City/State /ZIP: Hillsboro, OR 97123 -9379 Existing: Phone: (503)681 -3600 Fax: (503)681 -3603 New: F -2 Low Hazard Industrial Processing Opereattons :�,:� d ; .„. ® + APPLICANT . -t4 . . >-.=- , ., C� CONTACT PERSON , M,. E ,_ „ A NOT , 5., IC . . ; , � ,, Business name: Clean Water Services- Durham TPS `' "` '1 ° All contractors and subcontractors are required to be Contact name: Randy Naef licensed with the Oregon Construction Contractors Board under ORS 701 and may be required to be licensed in the Address: 16060 SW 85th Ave. jurisdiction in which work is being performed. If the City /State /ZIP: Tigard, OR 97224 applicant is exempt from licensing�th Ilow g reasons Phone: (503) 547 -8175 Fax:: (503) 547 -8196 apply: ' acH (e 0 y E-mail: NaefR @CleanWaterServices.org )� CONTRACTOR i. 4 Business name: L-Co iz /=}Ctvo2 5 4 h L BUILDING' P FEES* Address: P c?, # 6 (5.3? , Please refer to fee schedule. City /State /ZIP: '- TII (24Gr g7 OCac�- Fees due upon application Phone: (503) (a q — Ol oo Fax: ( 503 )- CO ( la- ' 539t'., CCB lic.: e-, 2',3z/ Amount received y Date received: V Authorized signature: (!v This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. Print name: th Q_ kes (� //r Date: ( � O a -05 * Fee methodology set by Tri- County Building Industry Service Board. i:\ Building \Permits \BUP- PermitApp.doc 12/03 440- 4613T(11/02/CO /WEB) - I CITY ��G�� mw w OF mu»�m�� BUILDING DIVISION PERMIT ~�~~"~~~�""°~° ~~"""~°"=~"� #: BUP2005-00087 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 8/1O/208S Phone: (503) 639-4171 I ii' nspection Requests (24 Hrs.): (503) 639~4175 °:.Itt INSPECTION WORKSHEET FOR DATE: 11/1O/2OO8 TIME: 7:O2AM PAGE: 16 SITE ADDRESS: CLASS � 166G0 SA�/0GTUAVE � SUBDIVISION: SEWER TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WATER SERVICES DESCRIPTION: Durham Facility, Phase 4: new influent pump otabon. OWNER: C1.EAN WATER SERVICES, PHONE # : bU3.681 CONTRACTOR: CONTRACTORS INC PHONE #: 603-G92-8100 lnspecflon Request Scheduled For: Date: 11/10/2OO8 Pour Time: Code # Inspection Description Confirm # Contact # Message 299 Final inspection 07788001 503-7995$88 N Corrections/Comments/Instructions: �� CANCEL NO ACCESS o�= ''--- APPROVAL �� FAIL INSPECTION ADDITIONAL FEES ASSESSED Inspector: ..Awarata■ Date: 11 1 0 C n g' Phone #: (503) 718- _ill-fil CITY OF TIGARD • BUILDING DIVISION • PERMIT #: f - 13125 SW Hall Blvd., Tigard, OR 97223 .;t DATE ISSUED: 'Phone: (503) 639-4171 Inspection Requests-(24 Hrs.): (503).639-4175 - , INSPECTION WORKSHEETFOR DATE: 1111 (y2(..V11-1 TIME: 7:tr2AM PAGE: SITE ADDRESS: CLASS OF WORK: SUBDIVISION: !3'!" PLANT LOT #: TYPE OF USE: PROJECT NAME: e; DESCRIPTION: rk r,oinp OWNER: PHONE #: CONTRACTOR: INC PHONE #: ;UP Inspection Request Scheduled For: Date: 2ctiin Pour Time: Code # Inspection Description Confirm # Contact # Message , ,;(7 tJ Corrections/Comments/ Instructions: . . .,--•-••••••••••■. U PASS 77 PARTIAL APPROVAL 0 CANCEL 1 I NO ACCESS / 171 fl FAIL rfil //CALL FOR INSPECTION 0 ADDITIONAL FEES ASSESSED „( p 7"11 Inspector: Date: I( Phone #: (503) 718- CITY OF TIGARD BUILDING DIVISION PERMIT #: C3UP2005- 00(W37 13125 SW Hall Blvd., Tigard, OR 97223 ; E ISSUED: 8/10/2005 Phone: (503) 639 -4171 Inspection Requests (24 Hrs.): (503) 639 -4175 , 'I I INSPECTION WORKSHEET FOR DATE: 6/17/2008 TIME: 7:00AM PAGE: 45 SITE ADDRESS: 16580 SIN f3STH AVE CLASS OF WORK: SUBDIVISION: SEWER TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WATER SERVICES DESCRIPTION: Duiharn Facility, Phase 4: new influent pump station. OWNER: CLEAN WATER SERVICES, PHONE #: 503- 681 -3600 CONTRACTOR: CONTRACTORS INC • PHONE #: 503 - 0100 Inspection Request Scheduled For: Date: 6117/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 275 Framing 071443 -01 503-670-0747 N Corrections /Comments/ Instructions: S 1--1 M 0 e_v pi l Li S Mb • n PASS ;:"4 ' . RTIAL APPRO 'IAL ❑ CANCEL fl NO ACCESS • ❑ FAIL - • : = SPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: / Date: �. 7l� e Phone #: (503) 718 - CITY OF TIGARD BUILDING DIVISION A7 - PERMIT #: BUP2005 -00337 13125 SW Hall Blvd., Tigard, OR 97223 ISSUED: 81101200= Phone: (503) 639 - 4171 Inspection Requests (24 Hrs.): (503) 639 -4175 . R -... INSPECTION WORKSHEET FOR DATE: 4/112008 TIME: 7:01A vi PAGE: 29 SITE ADDRESS: 10580 SW 8%F H AVE CLASS OF WORK: SUBDIVISION: SEWER TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WATER SERVICE. DESCRIPTION: Durham Facility, Ph, sF= 4: new influent pump sta?ion. OWNER: CLEAN WATER SERVICES, PHONE #: 307.3 -€ 81 -36070 CONTRACTOR: CONTRACTORS INC PHONE #: 503 - 832:0100 Inspection Request Scheduled For: Date: 4/1/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 235 Drywall nailing 067640 -01 503 - 670.0717 N Corrections /Comments/ Instructions: 4 1 )hlk S 61L f S • P AS. . / rARTIAL APPROVAL ❑ CANCEL I 1 NO ACCESS ❑ FAIL r/ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: __■ Date: l DA Phone #: (503) 718 - Z-6 4/K CITY OF TIGARD BUILDING DIVISION • PERMIT #: t3t./P2006-00697 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 6/1W2006 Phone: (503) 639 -4171 ��°'��^ �+' . Inspection Requests (24 Hrs.): (503) 639 -4175 ,' 61 I I INSPECTION WORKSHEET FOR DATE: 3/1312008 TIME: 7:01AM PAGE: 33 SITE ADDRESS: 16500 SW 85TH AVE CLASS OF WORK: SUBDIVISION: SEWER TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WATEtc SERVICES DESCRIPTION: Durham Facility, Phase 4: new influent pump Elation. OWNER: CLEAN WAFER SERVICE4;, PHONE #: 603.681 -3600 CONTRACTOR: CONTRACTORS INC PHONE #: 503- 692 -0100 Inspection Request Scheduled For: Date: 3/19, Pour Time: Code # Inspection Description Confirm # Contact # • Message 27f) Framing 06692:3-.01 603-670-0747 , N Corrections /Comments /Instructions: C4-) ,4 iR-t o Ai 1 TDy 1 1 G. —Oi ! -� ..11::, "OWL PASS 0- !i .t PPROV. - ❑ CANCEL El NO ACCESS n FAIL I ALL FO' i _ - - • 1 ❑ ADDITIONAL FEES ASSESSED Inspector: — —> Date: GA Phone #: (503) 718 - -- (V CITY OF TIGARD . BUILDING DIVISION PERMIT #: BUP2006.00007 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 8/10/2005 Phone: (503) 639 -4171 �'.•.,,'�„; F�III Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 4/10/2007 TIME: 7:OOAM PAGE: 42 SITE ADDRESS: 16500 SW 05TH AVE CLASS OF WORK: SUBDIVISION: SEWER TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WATER SERVICES DESCRIPTION: Durham Facility, Phase 4: new influent pump station. OWNER: CLEAN WATER SERVICES, PHONE #: 503 -681 -3600 CONTRACTOR: CONTRACTORS INC PHONE #: 503 692 - 0100 Inspection Request Scheduled For: Date: 4/10/2007 Pour Time: 9:00 Code # Inspection Description Confirm # Contact # Message 220 Slab 046242 -01 503 -670 -0747 N Corrections /Comments /Instructions: S 1 ' •%iltC___ ilk r 11•40_-' A1 / : /i 41.• �.7 /L — �I` —5 ®G ❑ PASS PARTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS n FAIL CA ' OR INSPECTION ❑ ADDITIONAL FEES ASSESSED N Inspector: ate: Y lb ° 7 Phone #: (503) 718 - CITY OF TIGARD BUILDING DIVISION #: B JP2005- 000)7 13125 SW Hall Blvd., Tigard, OR 97223 8110/400 -t - Phone: (503) 639 -4171 "� '�� , A � I 1 L, • Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 3/21/2008 TIME: 7: PAGE: '1 SITE ADDRESS: 16 %80 5'W 66TH AVE CLASS OF WORK: SUBDIVISION: SEWER TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WM ER SERVICES DESCRIPTION: C)uiha.rn Facility, Phase 4: new influent pump station. OWNER: CLEAN 1/VATER SERVICES, PHONE #: r303 -€81 -3600 CONTRACTOR: CONTRACTORS INC PHONE #: 60a Inspection Request Scheduled For: Date: 3/21/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 2i36 Drywall nailing 06,7147 -01 503.670 -0747 N Corrections /Comments/ Instructions: .0 _--_ -- tai. <Z75� FRAa"t /4,4 ° ,� ❑ PASS 1!.�; RTIAL APPR ❑ CANCEL ❑ NO ACCESS n FAIL I'CALL FOR INSPECTION n ADDITIONAL FEES ASSESSED Inspector: Date: 6 Phone #: (503) 718- "Z-6/7 CITY ��G�� mw w OF mu»�m�� BUILDING DIVISION PERMIT ~�~~"~~~�""°~° ~~"""~°"=~"� #: BUP2005-00087 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 8/1O/208S Phone: (503) 639-4171 I ii' nspection Requests (24 Hrs.): (503) 639~4175 °:.Itt INSPECTION WORKSHEET FOR DATE: 11/1O/2OO8 TIME: 7:O2AM PAGE: 16 SITE ADDRESS: CLASS � 166G0 SA�/0GTUAVE � SUBDIVISION: SEWER TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WATER SERVICES DESCRIPTION: Durham Facility, Phase 4: new influent pump otabon. OWNER: C1.EAN WATER SERVICES, PHONE # : bU3.681 CONTRACTOR: CONTRACTORS INC PHONE #: 603-G92-8100 lnspecflon Request Scheduled For: Date: 11/10/2OO8 Pour Time: Code # Inspection Description Confirm # Contact # Message 299 Final inspection 07788001 503-7995$88 N Corrections/Comments/Instructions: �� CANCEL NO ACCESS o�= ''--- APPROVAL �� FAIL INSPECTION ADDITIONAL FEES ASSESSED Inspector: ..Awarata■ Date: 11 1 0 C n g' Phone #: (503) 718- _ill-fil CITY OF TIGARD • BUILDING DIVISION • PERMIT #: f - 13125 SW Hall Blvd., Tigard, OR 97223 .;t DATE ISSUED: 'Phone: (503) 639-4171 Inspection Requests-(24 Hrs.): (503).639-4175 - , INSPECTION WORKSHEETFOR DATE: 1111 (y2(..V11-1 TIME: 7:tr2AM PAGE: SITE ADDRESS: CLASS OF WORK: SUBDIVISION: !3'!" PLANT LOT #: TYPE OF USE: PROJECT NAME: e; DESCRIPTION: rk r,oinp OWNER: PHONE #: CONTRACTOR: INC PHONE #: ;UP Inspection Request Scheduled For: Date: 2ctiin Pour Time: Code # Inspection Description Confirm # Contact # Message , ,;(7 tJ Corrections/Comments/ Instructions: . . .,--•-••••••••••■. U PASS 77 PARTIAL APPROVAL 0 CANCEL 1 I NO ACCESS / 171 fl FAIL rfil //CALL FOR INSPECTION 0 ADDITIONAL FEES ASSESSED „( p 7"11 Inspector: Date: I( Phone #: (503) 718- CITY OF TIGARD BUILDING DIVISION PERMIT #: C3UP2005- 00(W37 13125 SW Hall Blvd., Tigard, OR 97223 ; E ISSUED: 8/10/2005 Phone: (503) 639 -4171 Inspection Requests (24 Hrs.): (503) 639 -4175 , 'I I INSPECTION WORKSHEET FOR DATE: 6/17/2008 TIME: 7:00AM PAGE: 45 SITE ADDRESS: 16580 SIN f3STH AVE CLASS OF WORK: SUBDIVISION: SEWER TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WATER SERVICES DESCRIPTION: Duiharn Facility, Phase 4: new influent pump station. OWNER: CLEAN WATER SERVICES, PHONE #: 503- 681 -3600 CONTRACTOR: CONTRACTORS INC • PHONE #: 503 - 0100 Inspection Request Scheduled For: Date: 6117/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 275 Framing 071443 -01 503-670-0747 N Corrections /Comments/ Instructions: S 1--1 M 0 e_v pi l Li S Mb • n PASS ;:"4 ' . RTIAL APPRO 'IAL ❑ CANCEL fl NO ACCESS • ❑ FAIL - • : = SPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: / Date: �. 7l� e Phone #: (503) 718 - CITY OF TIGARD BUILDING DIVISION A7 - PERMIT #: BUP2005 -00337 13125 SW Hall Blvd., Tigard, OR 97223 ISSUED: 81101200= Phone: (503) 639 - 4171 Inspection Requests (24 Hrs.): (503) 639 -4175 . R -... INSPECTION WORKSHEET FOR DATE: 4/112008 TIME: 7:01A vi PAGE: 29 SITE ADDRESS: 10580 SW 8%F H AVE CLASS OF WORK: SUBDIVISION: SEWER TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WATER SERVICE. DESCRIPTION: Durham Facility, Ph, sF= 4: new influent pump sta?ion. OWNER: CLEAN WATER SERVICES, PHONE #: 307.3 -€ 81 -36070 CONTRACTOR: CONTRACTORS INC PHONE #: 503 - 832:0100 Inspection Request Scheduled For: Date: 4/1/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 235 Drywall nailing 067640 -01 503 - 670.0717 N Corrections /Comments/ Instructions: 4 1 )hlk S 61L f S • P AS. . / rARTIAL APPROVAL ❑ CANCEL I 1 NO ACCESS ❑ FAIL r/ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: __■ Date: l DA Phone #: (503) 718 - Z-6 4/K CITY OF TIGARD BUILDING DIVISION • PERMIT #: t3t./P2006-00697 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 6/1W2006 Phone: (503) 639 -4171 ��°'��^ �+' . Inspection Requests (24 Hrs.): (503) 639 -4175 ,' 61 I I INSPECTION WORKSHEET FOR DATE: 3/1312008 TIME: 7:01AM PAGE: 33 SITE ADDRESS: 16500 SW 85TH AVE CLASS OF WORK: SUBDIVISION: SEWER TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WATEtc SERVICES DESCRIPTION: Durham Facility, Phase 4: new influent pump Elation. OWNER: CLEAN WAFER SERVICE4;, PHONE #: 603.681 -3600 CONTRACTOR: CONTRACTORS INC PHONE #: 503- 692 -0100 Inspection Request Scheduled For: Date: 3/19, Pour Time: Code # Inspection Description Confirm # Contact # • Message 27f) Framing 06692:3-.01 603-670-0747 , N Corrections /Comments /Instructions: C4-) ,4 iR-t o Ai 1 TDy 1 1 G. —Oi ! -� ..11::, "OWL PASS 0- !i .t PPROV. - ❑ CANCEL El NO ACCESS n FAIL I ALL FO' i _ - - • 1 ❑ ADDITIONAL FEES ASSESSED Inspector: — —> Date: GA Phone #: (503) 718 - -- (V CITY OF TIGARD . BUILDING DIVISION PERMIT #: BUP2006.00007 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 8/10/2005 Phone: (503) 639 -4171 �'.•.,,'�„; F�III Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 4/10/2007 TIME: 7:OOAM PAGE: 42 SITE ADDRESS: 16500 SW 05TH AVE CLASS OF WORK: SUBDIVISION: SEWER TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WATER SERVICES DESCRIPTION: Durham Facility, Phase 4: new influent pump station. OWNER: CLEAN WATER SERVICES, PHONE #: 503 -681 -3600 CONTRACTOR: CONTRACTORS INC PHONE #: 503 692 - 0100 Inspection Request Scheduled For: Date: 4/10/2007 Pour Time: 9:00 Code # Inspection Description Confirm # Contact # Message 220 Slab 046242 -01 503 -670 -0747 N Corrections /Comments /Instructions: S 1 ' •%iltC___ ilk r 11•40_-' A1 / : /i 41.• �.7 /L — �I` —5 ®G ❑ PASS PARTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS n FAIL CA ' OR INSPECTION ❑ ADDITIONAL FEES ASSESSED N Inspector: ate: Y lb ° 7 Phone #: (503) 718 - .— _ _—__ _—_-'_~.- ^ �� _ , CITY —OF ��8�� mn n' ��m— mm��m�m�� . , ' ��UUU�K�U�� DIVISION � �� ' --� ~~=— �~°~,,°~~°,,~~° ~",°,~°,~~,~ � ' PERMIT #: . 13125 SW Hall Blvd., Tigard, OR 97223 ' . ' DATE ISSUED: 8M10/2006 Phone: (503) 639-4171 ' ' Inspection Requests �4Hmj (503) a�H�� Hrs.): A.P. INSPECT WORKSHEET FOR DATE: 10/26/2006 TIME: 7:O3AM PAGE: 1 SITE ADDRESS: 1G58O EWB5THAVE CLASS OF WORK: SUBDIVISION: SBMR TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WATER SERVICES DESCRIPTION: Durham Faxkiiy, Phase 4: now influent pump station. OWNER: CLEAN WATER SBR\0CES, PHONE #: 603-681-3600 CONTRACTOR: CONTRACTORS INC PHONE #: 503-692-0100 . . lnspection Request Scheduled For: Date: 10f2E42005 Pour Time: 2:00 Code # Inspection Description Confirm # Contact # Message 210 Foundation walls 030829-01 503-670-0747 N Corrections/Comments/Instructions: AP! 11 A / � " �v ^ No~ ' Er__ AN es �� rb ' N�� - gralitillt —~~- ' | \ PASS | ALAPPROVAL 7 CANCEL [ 1 NO ACCESS | | FAIL ALL FOR INSPECTION pi ADDITI AL FE S ASSESSED Oa�� I nspector: Phone #: (503) 718' � � • CITY4OP TIGARD BUILDING DIVISION PERMIT #: BUP200S-00087 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 8/10/2005 Phone: (503) 639-4171 Inspection Requests (24 Hrs.): (503) 639-4175 „:44-.Fel.!! INSPECTION WORKSHEET FOR DATE: .)/2.5/2006 TIME: 7 PAGE: 43 SITE ADDRESS: 16580 SW B6TH AVE CLASS OF WORK: SUBDIVISION: SEWER TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WATER SERVICES DESCRIPTION: Durham Facility, Phase 4: new influent pump station. OWNER: CLEAN WATER SERVICES, PHONE #: 503-68/-3600 CONTRACTOR: CONTRACTORS INC PHONE #: 503-69 Inspection Request Scheduled For: Date: 905/2006 Pour Time: 1 Code # Inspection Description Confirm # Contact # Message 220 Slab 037079 503 N Corrections/Comments/ Instructions: I 0 " k 5LiNcol 6 -. „ fir Ivo -, , gao l-, i iv ,--- ; .. . er fjp---/ . up 0 PASS 1 , 1AL APPROVAL El CANCEL NO ACCESS FAIL [ 1 CALL FOR INSPECTION 0 ADDITI NAL FEES ASSESSED Am i ii Inspector: 1111111WAY Date: - 2-b e6 Phone #: (503) 718- v.' , , . .— _ _—__ _—_-'_~.- ^ �� _ , CITY —OF ��8�� mn n' ��m— mm��m�m�� . , ' ��UUU�K�U�� DIVISION � �� ' --� ~~=— �~°~,,°~~°,,~~° ~",°,~°,~~,~ � ' PERMIT #: . 13125 SW Hall Blvd., Tigard, OR 97223 ' . ' DATE ISSUED: 8M10/2006 Phone: (503) 639-4171 ' ' Inspection Requests �4Hmj (503) a�H�� Hrs.): A.P. INSPECT WORKSHEET FOR DATE: 10/26/2006 TIME: 7:O3AM PAGE: 1 SITE ADDRESS: 1G58O EWB5THAVE CLASS OF WORK: SUBDIVISION: SBMR TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WATER SERVICES DESCRIPTION: Durham Faxkiiy, Phase 4: now influent pump station. OWNER: CLEAN WATER SBR\0CES, PHONE #: 603-681-3600 CONTRACTOR: CONTRACTORS INC PHONE #: 503-692-0100 . . lnspection Request Scheduled For: Date: 10f2E42005 Pour Time: 2:00 Code # Inspection Description Confirm # Contact # Message 210 Foundation walls 030829-01 503-670-0747 N Corrections/Comments/Instructions: AP! 11 A / � " �v ^ No~ ' Er__ AN es �� rb ' N�� - gralitillt —~~- ' | \ PASS | ALAPPROVAL 7 CANCEL [ 1 NO ACCESS | | FAIL ALL FOR INSPECTION pi ADDITI AL FE S ASSESSED Oa�� I nspector: Phone #: (503) 718' � � • CITY4OP TIGARD BUILDING DIVISION PERMIT #: BUP200S-00087 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 8/10/2005 Phone: (503) 639-4171 Inspection Requests (24 Hrs.): (503) 639-4175 „:44-.Fel.!! INSPECTION WORKSHEET FOR DATE: .)/2.5/2006 TIME: 7 PAGE: 43 SITE ADDRESS: 16580 SW B6TH AVE CLASS OF WORK: SUBDIVISION: SEWER TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WATER SERVICES DESCRIPTION: Durham Facility, Phase 4: new influent pump station. OWNER: CLEAN WATER SERVICES, PHONE #: 503-68/-3600 CONTRACTOR: CONTRACTORS INC PHONE #: 503-69 Inspection Request Scheduled For: Date: 905/2006 Pour Time: 1 Code # Inspection Description Confirm # Contact # Message 220 Slab 037079 503 N Corrections/Comments/ Instructions: I 0 " k 5LiNcol 6 -. „ fir Ivo -, , gao l-, i iv ,--- ; .. . er fjp---/ . up 0 PASS 1 , 1AL APPROVAL El CANCEL NO ACCESS FAIL [ 1 CALL FOR INSPECTION 0 ADDITI NAL FEES ASSESSED Am i ii Inspector: 1111111WAY Date: - 2-b e6 Phone #: (503) 718- v.' , , . CITY ��G�� mw w OF mu»�m�� BUILDING DIVISION PERMIT ~�~~"~~~�""°~° ~~"""~°"=~"� #: BUP2005-00087 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 8/1O/208S Phone: (503) 639-4171 I ii' nspection Requests (24 Hrs.): (503) 639~4175 °:.Itt INSPECTION WORKSHEET FOR DATE: 11/1O/2OO8 TIME: 7:O2AM PAGE: 16 SITE ADDRESS: CLASS � 166G0 SA�/0GTUAVE � SUBDIVISION: SEWER TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WATER SERVICES DESCRIPTION: Durham Facility, Phase 4: new influent pump otabon. OWNER: C1.EAN WATER SERVICES, PHONE # : bU3.681 CONTRACTOR: CONTRACTORS INC PHONE #: 603-G92-8100 lnspecflon Request Scheduled For: Date: 11/10/2OO8 Pour Time: Code # Inspection Description Confirm # Contact # Message 299 Final inspection 07788001 503-7995$88 N Corrections/Comments/Instructions: �� CANCEL NO ACCESS o�= ''--- APPROVAL �� FAIL INSPECTION ADDITIONAL FEES ASSESSED Inspector: ..Awarata■ Date: 11 1 0 C n g' Phone #: (503) 718- _ill-fil CITY OF TIGARD • BUILDING DIVISION • PERMIT #: f - 13125 SW Hall Blvd., Tigard, OR 97223 .;t DATE ISSUED: 'Phone: (503) 639-4171 Inspection Requests-(24 Hrs.): (503).639-4175 - , INSPECTION WORKSHEETFOR DATE: 1111 (y2(..V11-1 TIME: 7:tr2AM PAGE: SITE ADDRESS: CLASS OF WORK: SUBDIVISION: !3'!" PLANT LOT #: TYPE OF USE: PROJECT NAME: e; DESCRIPTION: rk r,oinp OWNER: PHONE #: CONTRACTOR: INC PHONE #: ;UP Inspection Request Scheduled For: Date: 2ctiin Pour Time: Code # Inspection Description Confirm # Contact # Message , ,;(7 tJ Corrections/Comments/ Instructions: . . .,--•-••••••••••■. U PASS 77 PARTIAL APPROVAL 0 CANCEL 1 I NO ACCESS / 171 fl FAIL rfil //CALL FOR INSPECTION 0 ADDITIONAL FEES ASSESSED „( p 7"11 Inspector: Date: I( Phone #: (503) 718- CITY OF TIGARD BUILDING DIVISION PERMIT #: C3UP2005- 00(W37 13125 SW Hall Blvd., Tigard, OR 97223 ; E ISSUED: 8/10/2005 Phone: (503) 639 -4171 Inspection Requests (24 Hrs.): (503) 639 -4175 , 'I I INSPECTION WORKSHEET FOR DATE: 6/17/2008 TIME: 7:00AM PAGE: 45 SITE ADDRESS: 16580 SIN f3STH AVE CLASS OF WORK: SUBDIVISION: SEWER TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WATER SERVICES DESCRIPTION: Duiharn Facility, Phase 4: new influent pump station. OWNER: CLEAN WATER SERVICES, PHONE #: 503- 681 -3600 CONTRACTOR: CONTRACTORS INC • PHONE #: 503 - 0100 Inspection Request Scheduled For: Date: 6117/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 275 Framing 071443 -01 503-670-0747 N Corrections /Comments/ Instructions: S 1--1 M 0 e_v pi l Li S Mb • n PASS ;:"4 ' . RTIAL APPRO 'IAL ❑ CANCEL fl NO ACCESS • ❑ FAIL - • : = SPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: / Date: �. 7l� e Phone #: (503) 718 - CITY OF TIGARD BUILDING DIVISION A7 - PERMIT #: BUP2005 -00337 13125 SW Hall Blvd., Tigard, OR 97223 ISSUED: 81101200= Phone: (503) 639 - 4171 Inspection Requests (24 Hrs.): (503) 639 -4175 . R -... INSPECTION WORKSHEET FOR DATE: 4/112008 TIME: 7:01A vi PAGE: 29 SITE ADDRESS: 10580 SW 8%F H AVE CLASS OF WORK: SUBDIVISION: SEWER TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WATER SERVICE. DESCRIPTION: Durham Facility, Ph, sF= 4: new influent pump sta?ion. OWNER: CLEAN WATER SERVICES, PHONE #: 307.3 -€ 81 -36070 CONTRACTOR: CONTRACTORS INC PHONE #: 503 - 832:0100 Inspection Request Scheduled For: Date: 4/1/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 235 Drywall nailing 067640 -01 503 - 670.0717 N Corrections /Comments/ Instructions: 4 1 )hlk S 61L f S • P AS. . / rARTIAL APPROVAL ❑ CANCEL I 1 NO ACCESS ❑ FAIL r/ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: __■ Date: l DA Phone #: (503) 718 - Z-6 4/K CITY OF TIGARD BUILDING DIVISION • PERMIT #: t3t./P2006-00697 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 6/1W2006 Phone: (503) 639 -4171 ��°'��^ �+' . Inspection Requests (24 Hrs.): (503) 639 -4175 ,' 61 I I INSPECTION WORKSHEET FOR DATE: 3/1312008 TIME: 7:01AM PAGE: 33 SITE ADDRESS: 16500 SW 85TH AVE CLASS OF WORK: SUBDIVISION: SEWER TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WATEtc SERVICES DESCRIPTION: Durham Facility, Phase 4: new influent pump Elation. OWNER: CLEAN WAFER SERVICE4;, PHONE #: 603.681 -3600 CONTRACTOR: CONTRACTORS INC PHONE #: 503- 692 -0100 Inspection Request Scheduled For: Date: 3/19, Pour Time: Code # Inspection Description Confirm # Contact # • Message 27f) Framing 06692:3-.01 603-670-0747 , N Corrections /Comments /Instructions: C4-) ,4 iR-t o Ai 1 TDy 1 1 G. —Oi ! -� ..11::, "OWL PASS 0- !i .t PPROV. - ❑ CANCEL El NO ACCESS n FAIL I ALL FO' i _ - - • 1 ❑ ADDITIONAL FEES ASSESSED Inspector: — —> Date: GA Phone #: (503) 718 - -- (V CITY OF TIGARD . BUILDING DIVISION PERMIT #: BUP2006.00007 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 8/10/2005 Phone: (503) 639 -4171 �'.•.,,'�„; F�III Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 4/10/2007 TIME: 7:OOAM PAGE: 42 SITE ADDRESS: 16500 SW 05TH AVE CLASS OF WORK: SUBDIVISION: SEWER TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WATER SERVICES DESCRIPTION: Durham Facility, Phase 4: new influent pump station. OWNER: CLEAN WATER SERVICES, PHONE #: 503 -681 -3600 CONTRACTOR: CONTRACTORS INC PHONE #: 503 692 - 0100 Inspection Request Scheduled For: Date: 4/10/2007 Pour Time: 9:00 Code # Inspection Description Confirm # Contact # Message 220 Slab 046242 -01 503 -670 -0747 N Corrections /Comments /Instructions: S 1 ' •%iltC___ ilk r 11•40_-' A1 / : /i 41.• �.7 /L — �I` —5 ®G ❑ PASS PARTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS n FAIL CA ' OR INSPECTION ❑ ADDITIONAL FEES ASSESSED N Inspector: ate: Y lb ° 7 Phone #: (503) 718 - CITY OF TIGARD BUILDING DIVISION #: B JP2005- 000)7 13125 SW Hall Blvd., Tigard, OR 97223 8110/400 -t - Phone: (503) 639 -4171 "� '�� , A � I 1 L, • Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 3/21/2008 TIME: 7: PAGE: '1 SITE ADDRESS: 16 %80 5'W 66TH AVE CLASS OF WORK: SUBDIVISION: SEWER TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WM ER SERVICES DESCRIPTION: C)uiha.rn Facility, Phase 4: new influent pump station. OWNER: CLEAN 1/VATER SERVICES, PHONE #: r303 -€81 -3600 CONTRACTOR: CONTRACTORS INC PHONE #: 60a Inspection Request Scheduled For: Date: 3/21/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 2i36 Drywall nailing 06,7147 -01 503.670 -0747 N Corrections /Comments/ Instructions: .0 _--_ -- tai. <Z75� FRAa"t /4,4 ° ,� ❑ PASS 1!.�; RTIAL APPR ❑ CANCEL ❑ NO ACCESS n FAIL I'CALL FOR INSPECTION n ADDITIONAL FEES ASSESSED Inspector: Date: 6 Phone #: (503) 718- "Z-6/7 .— _ _—__ _—_-'_~.- ^ �� _ , CITY —OF ��8�� mn n' ��m— mm��m�m�� . , ' ��UUU�K�U�� DIVISION � �� ' --� ~~=— �~°~,,°~~°,,~~° ~",°,~°,~~,~ � ' PERMIT #: . 13125 SW Hall Blvd., Tigard, OR 97223 ' . ' DATE ISSUED: 8M10/2006 Phone: (503) 639-4171 ' ' Inspection Requests �4Hmj (503) a�H�� Hrs.): A.P. INSPECT WORKSHEET FOR DATE: 10/26/2006 TIME: 7:O3AM PAGE: 1 SITE ADDRESS: 1G58O EWB5THAVE CLASS OF WORK: SUBDIVISION: SBMR TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WATER SERVICES DESCRIPTION: Durham Faxkiiy, Phase 4: now influent pump station. OWNER: CLEAN WATER SBR\0CES, PHONE #: 603-681-3600 CONTRACTOR: CONTRACTORS INC PHONE #: 503-692-0100 . . lnspection Request Scheduled For: Date: 10f2E42005 Pour Time: 2:00 Code # Inspection Description Confirm # Contact # Message 210 Foundation walls 030829-01 503-670-0747 N Corrections/Comments/Instructions: AP! 11 A / � " �v ^ No~ ' Er__ AN es �� rb ' N�� - gralitillt —~~- ' | \ PASS | ALAPPROVAL 7 CANCEL [ 1 NO ACCESS | | FAIL ALL FOR INSPECTION pi ADDITI AL FE S ASSESSED Oa�� I nspector: Phone #: (503) 718' � � • CITY4OP TIGARD BUILDING DIVISION PERMIT #: BUP200S-00087 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 8/10/2005 Phone: (503) 639-4171 Inspection Requests (24 Hrs.): (503) 639-4175 „:44-.Fel.!! INSPECTION WORKSHEET FOR DATE: .)/2.5/2006 TIME: 7 PAGE: 43 SITE ADDRESS: 16580 SW B6TH AVE CLASS OF WORK: SUBDIVISION: SEWER TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WATER SERVICES DESCRIPTION: Durham Facility, Phase 4: new influent pump station. OWNER: CLEAN WATER SERVICES, PHONE #: 503-68/-3600 CONTRACTOR: CONTRACTORS INC PHONE #: 503-69 Inspection Request Scheduled For: Date: 905/2006 Pour Time: 1 Code # Inspection Description Confirm # Contact # Message 220 Slab 037079 503 N Corrections/Comments/ Instructions: I 0 " k 5LiNcol 6 -. „ fir Ivo -, , gao l-, i iv ,--- ; .. . er fjp---/ . up 0 PASS 1 , 1AL APPROVAL El CANCEL NO ACCESS FAIL [ 1 CALL FOR INSPECTION 0 ADDITI NAL FEES ASSESSED Am i ii Inspector: 1111111WAY Date: - 2-b e6 Phone #: (503) 718- v.' , , . CITY` -0F TIGARD BUILDING DIVISION 1 : 11 A. PERMIT #: BUP2006-00087 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 8/1W2006 • Phone: (503) 639 -4171 AP � A. ' Inspection Requests (24 Hrs.): (503) 639 -4175 ;.' ,i INSPECTION WORKSHEET FOR DATE: 12/22/2006 TIME: 7:03A i PAGE: Ct. 1 SITE ADDRESS: 166180 SW.85TH AVE CLASS OF WORK: SUBDIVISION: SEWER 'TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WATER SERVICES DESCRIPTION: Durham Facility, Phase. 4: new influent pump station. OWNER: CLEAN WATER SERVICES, PHONE #: 503.681 -3600 CONTRACTOR: CONTRACTORS INC PHONE #: 503 - 6810100 Inspection Request Scheduled For: Date: 1212212006 Pour Time: 9:00 Code # Inspection Description Confirm # Contact # Message 210 Foundation walls 0238135 -01 50.670-0747 N Corrections /Comments /Instructions: r 4 _ _ O i /L /_> . . _ / Al, 4 Aiii .. 2,-,' - 1._ .. 101, • PASS ARTIAL APPROVAL ❑ CANCEL _ NO ACCESS FAIL • _ ALL F: R INS' ECTION ❑ ADDITION FEASSESSED ii Al Inspector: ( .': Date: ( #: (503) 718 -. CITY` -0F TIGARD BUILDING DIVISION 1 : 11 A. PERMIT #: BUP2006-00087 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 8/1W2006 • Phone: (503) 639 -4171 AP � A. ' Inspection Requests (24 Hrs.): (503) 639 -4175 ;.' ,i INSPECTION WORKSHEET FOR DATE: 12/22/2006 TIME: 7:03A i PAGE: Ct. 1 SITE ADDRESS: 166180 SW.85TH AVE CLASS OF WORK: SUBDIVISION: SEWER 'TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WATER SERVICES DESCRIPTION: Durham Facility, Phase. 4: new influent pump station. OWNER: CLEAN WATER SERVICES, PHONE #: 503.681 -3600 CONTRACTOR: CONTRACTORS INC PHONE #: 503 - 6810100 Inspection Request Scheduled For: Date: 1212212006 Pour Time: 9:00 Code # Inspection Description Confirm # Contact # Message 210 Foundation walls 0238135 -01 50.670-0747 N Corrections /Comments /Instructions: r 4 _ _ O i /L /_> . . _ / Al, 4 Aiii .. 2,-,' - 1._ .. 101, • PASS ARTIAL APPROVAL ❑ CANCEL _ NO ACCESS FAIL • _ ALL F: R INS' ECTION ❑ ADDITION FEASSESSED ii Al Inspector: ( .': Date: ( #: (503) 718 -. CITY It TIGARD - BUILDING DIVISION PERMIT #: BUP2005-00087 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 8/10/2006 Phone: (503) 639-4171 , : • Inspection Requests (24 Hrs.): (503) 639-4175 J.. INSPECTION WORKSHEET FOR DATE: 11/2/2005 TIME: 7:04AM PAGE: 6 SITE ADDRESS: 16580 SW 85TH AVE CLASS OF WORK: SUBDIVISION: SEWER TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WATER SERVICES DESCRIPTION: Durham Facility, Phase 4: new influent pump station. OWNER: CLEAN WATER SERVICES, PHONE #: 503-681-3600 CONTRACTOR: CONTRACTORS INC PHONE #: 503-692-0100 Inspection Request Scheduled For: Date: 11/212005 Pour Time: 2:00 Code # Inspection Description Confirm # Contact # Message 220 SIab 020 503-670-0747 Corrections /Comments/ Instructions: M • PASS AL APPROVAL CANCEL EI NO ACCESS FAIL CALL FOR INSPECTION ADDITIONAL FEES ASSESSED Inspector: 4 Date: 11 -Z/ /Z-Dhone #: (503) 718- CITY OF TIGARD BUILDING DIVISION PERMIT #: Lit 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: t in 0/2006 Phone: (503) 639-4171 A. i oll Inspection Requests (24 Hrs.): (503) 639-4175 lit 1 INSPECTION WORKSHEET FOR DATE: 10/300008 TIME: 7 PAGE: 33 SITE ADDRESS: 16580 c:IW 85TH AVE CLASS OF WORK: SUBDIVISION: SFINFR TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WATER SFRVICES DESCRIPTION: Durfiam Facility, Pha SO 4: new influent pump station. OWNER: CLFAN WATER SERVICES, PHONE #: 6o:4481..360o CONTRACTOR: COIIIRACTORS INC PHONE #: 503.692..0100 Inspection Request Scheduled For: Date: 10/3012008 Pour Time: Code # Inspection Description Confirm # Contact # Message ( 299 Final inspection 077250-01 503-€02-0100 N Corrections/Comments/Instructions: A) ZS_ e_iGa—:2e:tc2if 6., ,,,,_ '" LeenVg.)_ b) : --- 4 7 Pg AA iv rA)fr. sl-r-tr-4.) 6.- 41.- 6. , III ----, .. .: _ _ . .. ,_ .._ ., _ 0 . . I&) 1 P(... A) c. 4 62,26 t k) ellZ.,1 N GA eztflfr , S% 0 t: • S' A) Le 0 .air 7 .------ ga II i, E . ..___ _ _ Li PASS • PARTIAL APPROVAL D CANCEL NO ACCESS re FAIL )1 z CALL FOR INSPECTION r i ADDITIONAL FEES ASSESSED V4m...- . f - Inspector: .. Ar........ Date: / 6 /5 P Phone #: (503) 718- ... CITY OF TIGARD BUILDING DIVISION / ' PERMIT #: D! p"0 x.00037 13125 SW Hall Blvd., Tigard, OR 97223 l • DATE ISSUED: tn 012tl0,, Phone: (503) 639 - 4171 ., Ij� Inspection Requests (24 Hrs.): (503) 639 -4175 -- « ° ' _ :. I% INSPECTION WORKSHEET FOR DATE: 312 2000 4 TIME: 7 PAGE: 47 SITE ADDRESS: 16580 SW 0r - -,TH AVE / CLASS OF WORK: SUBDIVISION: 'r'Flf�ER TREATMEN PLANT. OT #: TYPE OF USE: PROJECT NAME: CLEAN W/k ER SERVICES DESCRIPTION: L ueham Facility, Phase 4: new influent pump station. OWNER: CLEAN WATER SERVICES, PHONE #: 603.68'1-3000 CONTRACTOR: CONTRACTORS INC PHONE #: 503,69 10000 Inspection Request Scheduled For: Date 9/24/2008 Pour Time: \ _ Code # Inspection Description Confirm # Contact # Message / •.' 4 69 ''299 Final inspection 075817 -01 603.320 -0967 N I b • . Corrections /Comments /Instructions: . • 9 I I PASS ❑ PARTIAL APPROVAL F i e CANCEL ❑ NO ACCESS n FAIL ❑ CALL FOR INSPECTION fI ADDITIONAL FEES ASSESSED Z sr- Inspector: vt...._ Dater Phone #: (503) 718 - V I Y CITY OF TIGARD BUILDING DIVISION / PERMIT #: BUP2005- 00007 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 8/10/2006 Phone: (503) 639-4171 �f(I Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 7/9/2008 TIME: 7:OOAMVi PAGE: 25 SITE ADDRESS: 16580 SW 85TH AVE CLASS OF WORK: SUBDIVISION: SEWER TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WA I ER SERVICES. DESCRIPTION: Durham Facility, Phase 4: new influent pump station. OWNER: CLEAN WATER SERVICES, PHONE #: 503 - 681 -3600 CONTRACTOR: CONTRACTORS INC PHONE #: 503-692-0100 Inspection Request Scheduled For: Date: 7/9/2000 Pour Time: Code # Inspection Description Confirm # Contact # Message 285 Drywall nailing 072369-01 503.670 -0747 N Corrections /Comments /Instructions: ED A-1 PARTIAL APPROVAL ❑ CANCEL (l NO ACCESS ❑ FAIL CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: w Date: _ _ • - Phone #: (503) 718 - CITY OF TIGARD BUILDING DIVISION - PERMIT #: SUP 2005.00087 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 81100006 Phone: (503) 639 -4171 �t� Inspection Requests (24 Hrs.): (503) 639 -4175 =�� INSPECTION WORKSHEET FOR DATE: 7/7/2008 TIME: 7:OOAM PAGE: 18 SITE ADDRESS: 16580 S1 f 85TH AVE CLASS OF WORK: SUBDIVISION: SEWER TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WATER ER SERVICES DESCRIPTION: Durham Facility, (Phase 4: new influent pump station, OWNER: CLEAN WATER SERVICES, • PHONE #: 603-681-3600 CONTRACTOR: CONTRACTORS INC PHONE #: 503-692-0100 Inspection Request Scheduled For: Date: 7/7/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message . 280 Insulation 072243-01 503 - 670-0747 N Corrections /Comments /Instructions: r -r - g n PASS 1 ....--- _ ARTIAL APPRO ❑ CANCEL ❑ NO ACCESS n FAIL CALL FOR INSPECTION 1 1 ADDITIONAL FEES ASSESSED '7 Inspector: Date: ? � � Phone #: (503) 718 - CITY OF TIGARD BUILDING DIVISION ; ' PERMIT #: 13UP200E 000a7 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 8/10/006 Phone: (503) 639 -4171 '9�� 7 ; r,�C Inspection Requests (24 Hrs.): (503) 639 -4175 '� eel INSPECTION WORKSHEET FOR DATE: 713/20G TIME: 7:00AM PAGE: 15 SITE ADDRESS: 16680 SW 85TH AVE CLASS OF WORK: SUBDIVISION: SEWER TREATMENT PLANT LOT #: TYPE OF USE: PROJECT NAME: CLEAN WATER SERVICES DESCRIPTION: Durham Facility, Phase 4: new influent pump station. OWNER: CLEAN WATER SERVICES, PHONE #: 503.681 -3600 CONTRACTOR: CONTRACTORS INC PHONE #: 5036310100 Inspection Request Scheduled For: Date: 7/3/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 280 Imulation 072187-01 603 - 670 -0747 N Corrections /Comments /Ins uctions: `C/ A-D A- Ntorq R_03,14-1 7 1) 1 .Fade„ C.' 7 4 � / 7 t PASS , ' PARTIAL APPRO ❑ CANCEL NO ACCESS 1 FAIL CALL FOR INSPECTION n ADDITIONAL FEES ASSESSED Inspector: Date: / O Phone #: (503) 718 - a �7 Site Address: 16580 SW 85 Ave OFFICE COPY Building Division al ti ux `f °l, 1 Deferred Submittal Transmittal Le � 2 4 1007 4,-..,,--.ttf,avei ipsti ziJILVISION TO: \ k Mark VanDomelen DATE REC DEPT: 0 \ BUILDING DIVISION FROM: BRIAN SCHULTZ COMPANY: MWH. PHONE: 503 803 -2718 By: RE: 16580 SW 85 Ave. BUP05 -00087 (Site Address) (Permit/Case Number) AWWTF (Project name or subdivision name and lot number) Valuation of Deferred Submittal: $ 45,500.00 ATTACHED IS THE FOLLOWING DEFERRED SUBMITTAL ITEM: --4s -0 �S . �, :, a..,p��.caj.N My r'+� ),,— ,va.,t,. opr, -i : %'k: a, -„ . sw'ib ,: t y r i ;W s" "� ,4 t�i'wr .�'' 0]Ples: esc iPuon�n,fl? "`£ k ".': >E,it�rti. :i..: :ga'�irrs+rou.�,.. .E ..M .Rt� t '4.t &,14:4ca..''.s`Y , s. if. _�» ;.�°. mc.-:rw".`iir'H.��`.,r 2 Phase 4 Expansion Remarks: NOTE: Documents for deferred submittal items shall be submitted to the registered design professional in responsible charge who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and been found to be in general conformance to the design of the building. The deferred submittal items shall not be installed until the design and submittal documents have been approved by the building official. Oregon Structural Specialty Code Section 106.3.4.2 ? .a...x �.T 3 ?ti = +r "1u;taf`''�i1 ?e 4 � , r! ,�s r -^ . ; �;Y r a a :r Ar fi Routed to Permit Date: It) 1 ( 67 Initials: ,'',•' ■ Fees Due: Yes ❑ No Fee Description: Amount b ue: �1 �� , � . �` Deferred Submittal Fee: $ " 7.2- „ . ' �`P ' k t „ :1 -' rte =- Additional fee based on valuation: $ € a 'T4,111,41”; . , ri i, , Other: $ Z2 , �� .�`�" ;; ±`�.�'� :. �;��,�`�74.,a. Total Fees Due: $ Speci Instructions: Reprint Permit (per PE): ❑ Yes No ❑ Done Applicant Notified: Date: Initials: The fee for processing and reviewing deferred plan submittal shall be an amount equal to 65% of the building based on the valuation of the particular portion or portions of the project with a minimum $200.00 fee. This fee is in addition to the project plan review fee based on the total project value. LBuilding \Forms \Transmittal Letter- DefrdSubmtl.doc 04/04/07 Site Address. TV-- - --Sit Nem Letter of Transmittal ,ICI Building Division City of Tigard DATE RECEIVED: TO: 14 l4 1 is. Z A )/ Ai/ i r i,; $ ,,,.... ii ,p--,n DEPT: BUILDING DIVISION p MAR 6 O 2007 FRO M: 7arl'ai4 Sch14,1 coMPANY: Wilt x;11 Y Ut' lLt�Kl� PHONE NO.: By: RE: A jft II of IiI/U, ` ( ase number, site address, etc.) be4ifvrin( S-trw 4:41-1- Ova/ hear (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: .Copie Dese nption t *, a s ti a'i 'Copies Desc apt on.. :. , P ?. U t V: Additional set(s) of plans. Revisions: Cross section(s) and details. Wall bracing and/or lateral analysis. Floor /roof framing. Basement and retaining walls. / Beam calculations. Engineer's calculations. Other (explain): i✓vvnzo -A - I Dr-V irre (S/,ttjvu.itk. -/A eI REMARKS: 2 tLd '�'�o _ 45 ... . For. Office Use ;Orily:. piiita o erm Tec ' Date: t? a 7 . Initials:. f r Fees Due: $ �' ate: y - 3 - o7 Reprrn •t er Plans E ner): Yes: No: Notified Applicant: Date: f/ t,/# - Inc. -. aii ) is Building \Forms\LetterTransmittal.doc 1/6/04 t _/ !/ + Qi—✓‘- Site Address: /65-go c 4-1)E " , f Building Division Ai; �g ® Deferred Submittal Transmittal Letter z ," R DATE RECEIVED: TO: Mark VanDomelen DEPT: BUILDING DIVISION G ( b/u - P1/40 SPU (-TZ l / FROM: G d7v■ ft Nn-P11 WfST wA riz_ COMPANY: P \ID HONE #.: Go 3) (30 3 ') 71 By:4 , RE: B (.1 r 2- 10 5 — 0:7v 57 -.‘ (Case number) iii R Nn.M V■1Pe53-(_ W„ -FA c - LSTY (Project name or subdivision name and lot number) is ATTACHED IS THE FOLLOWING DEFERRED SUBMITTAL ITEM: Copies: Description: 2 REMARKS: ( s ' � / � / t \ 1VIARKS• 1 O .� ._ NOTE: Documents for deferred submittal items shall be submitted to the registered design professional in responsible charge who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and been found to be in general conformance to N. the design of the building. The deferred submittal items shall not be installed until the design and submittal documents have been approved by the building official. Ongon Structural Specialty Code Section 106.3.4.2 FOR OFFICE USE ONLY . 2 Routed to Permit Technician: Date: „2Vic/0 7 Initials: /4q ____SO z r :E `D:uaa" A rest 1 ❑ No Fee Description: S6 1=F2 'ac 0 S 8ri1.,rr 1f Valuation $ £ 7K - t — Amount D , , Additional fee based on valuation `$J;;,..r ti: Special Instructions: Reprint Permit (per PE): ❑ Yes I No ❑ D ... 44, Applicant Notified: Date: 0 2 /(p n 7 _ Initia The fee; for processing and reviewing deferred pl su mittal shall be an amount equal to 65% of the building based on the valuation of the particular portion r portions of the project with a minimum $200.00 fee. This fee is in addition to the project plan review fee based on the total project value. City of Tigard Building Division Operating Plan 1:Building \Forms \Letterl'ransmittal.doc 03 /06/06 II Brian Blalock - Plancheck_3_ 7- 26- 05.doc j r,vc)S 06 6 8 Page 1 1 ,-� FILE COPY / DURHAM FACILITY PHASE & EXPANSION CITY OF TIGARD CITY OF SW 85 AVENUE 13125 SW HALL BLVD. July 26, 2005 TIGARD, OR 97223 SHEET 1 OF 4 MCE Project # 050230 STRUCTURAL PLAN REVIEW #3 Plans Dated 4/11/2005 Correction Item Page No. Comments Made No. Completed 1 Drawing 000 -GA-001 Minimum design snow Toad for State of Oregon is 25 P.S.F. Submit 5-6-05 revised calculations as required. Deferred 2 Drawing 000 -GA -002 Provide calculations and details for connections of materials noted. submittal Details 1, 2, 3, 7, 9, 5-6-05 11 and 12 Deferred 3 Drawing 000 -GA-003 Provide calculations and details for connections of materials noted. submittal Details 1, 4, 5, 5A, 5-6-05 6,7,9,12,13,14, and 15 Deferred 4 Drawing 000 -GA -004 Provide calculations and details for connections of materials noted. submittal Details 1, 2, 3,'4, 5, 6, 9, 10, 12 and 13 Deferred 5 Drawing 000- GA-005 Provide calculations and details for connections of materials noted. submittal Details 4, 6, 7A, 7B, 5-6-05 8, 9, 10, 11, 12, and 13 Deferred 6 Drawing 000 -GA-006 Provide calculations and details for connections of materials noted. submittal Details 1, 2, 4, 6, 7, 5-6-05 8, 9, 10 and 11 Deferred 7 Drawing 000 -GA -008 Provide calculations and details for connections of materials noted. submittal 5 -6-05 Details 1, 2, 3, 4, 5, 6, 7 and 8 Deferred 8 Drawing 100 -A-007 Provide calculations and details including snow load and wind uplift for submittal removable translucent skylights. 5-6-05 Deferred 9 Drawing 100-A -016 Provide calculations and details for connections of veneer for seismic submittal Section 2 and wind loading. 5-6-05 Deferred 10 Drawing 100 -A -016 Provide calculations and details for siding and furring for wind loading. submittal Section 3 5 -6-05 Deferred 11 Drawing 100 -A -019 Provide calculations and details for connections of metal panel wall submittal Section 14 system over sheathing over metal furring for wind loading. 5-6-05 Deferred 12 Drawing 100 -A -019 Provide calculations and details for connections of pre -cast concrete submittal Section 14 wainscot panels for seismic and wind loading. 5 -6-05 Completed 13 Drawing 000 -GS -001 Under masonry Pm =1900 PSI in structural calculations page 4 of 6 5-605 General Structural fm =1500 PSI. Clarify. Notes Brian Blalock - Plancheck_3_ 7- 26- 05.doc Page 2 1 I DURHAM FACILITY PHASE & EXPANSION CITY OF TIGARD CITY OF SW 85 AVENUE 13125 SW HALL BLVD. July 26, 2005 TIGARD, OR 97223 SHEET2OF4 MCE Project # 050230 STRUCTURAL PLAN REVIEW #3 Plans Dated 4/11/2005 Completed 14 Drawing 000 -GS-001 Under design criteria, wind Toads base wind speed (3 SEC -MPH) is 5-6-05 General Structural 85.0. State of Oregon has 100 as minimum. Revise calculations and Notes and Structural details. Calculations page 2 of 6 Completed 15 Drawing 000 -GS -011 Submit calculation and details for embedded plate type per beam size. Detail S -560 Completed 16 Drawing 000 -GS-011 Submit calculations and details for beam sizes not noted on om Detail S-563 schedule. Completed 17 Drawing 100 -S-027 Submit calculations and details for methods used to transfer lateral loads from the roofs to walls. Completed 18 Drawing 100 -S-027 Submit calculations, wind and seismic, for concrete block wall Co between grids A and B and grids 2, plus and 5. Completed 19 Drawing 100 -5-027 Submit calculations for roof members, beams and slabs, with snow 5-6-05 Toad including drifting. Completed 20 Drawing 100 -5-027 Submit calculations and details for roof slab, with openings and 5-6-05 concrete block wall, between grids 2 plus and 5 and grids A and B. Completed .21 Drawings 100 -5-027, Submit calculations and details for dormer roofs including truss 7/26/05 100 -S -102 and bracing, column size, connections, girts and studs. 100 -S-103 Deferred 22 Drawings 100 -S -104 Submit calculations and details for segmental retaining walls. submittal and 100 -5-105 5-6-05 Completed 23 Drawing 110-S-002 Submit calculations and details for top stab reinforcing steel. 5 -6-05 Completed 24 Drawing 120-5 -001 Submit calculations and details for wall and slab reinforcing steel for 5-6-05 the same Toads as noted on MV -4. Completed 25 Drawing 120 -5-001 Top plan 2: Detail S -516 noted. Clarify use for connection. 7/26/05 Completed 26 Drawing 140 -S -001 Submit calculations and details for wall and slab reinforcing steel for 5 -6-05 the same loads as noted on M 1 -5. Completed 27 Structural Snow. Ground snow Toad in Oregon is minimum 25 PSF. Clarify. 5-6-05 calculations, Page 1 of 6 Completed 28 Structural Seismic: Seismic Q.A. plan is required for this project, per Section 7/26 /05 calculations, Page 1 1705 and 1707. of 6 Brian Blalock - Plancheck_3_ 7- 26-05.doc Page 3 DURHAM FACILITY PHASE 8 EXPANSION CITY OF TIGARD CITY OF SW 85 AVENUE 13125 SW HALL BLVD. July 26, 2005 TIGARD, OR 97223 SHEET 3 OF 4 MCE Project # 050230 STRUCTURAL PLAN REVIEW #3 Plans Dated 4/11/2005 Completed 29 Structural Wind: Base wind speed -3 second for state of Oregon is 100 MPH. 5-6-05 calculations, Page 2 of 6 Completed 30 Structural Masonry: Special Inspection: Level 2 is required for Essential 5-6-05 calculations, Page 4 Facilities. Section 1704.5.3. of 6 Completed 31 Structural Special Inspection is required for structural steel construction, wall 5-6-05 calculations, Page 5 panels and mechanical and electrical components. of 6 Completed 32 Structural Masonry: fm = 1900 is in conflict with calculations. Clarify. 5-6-05 calculations, Page 3 of 5 Completed 33 Structural Basic wind speed (3 sec. gust) = 85 MPH. State of Oregon is 100 5-6-05 calculations, Page A8 MPH. Completed 34 Structural Snow roof Toad in several fiat areas to be ground snow load plus drift 5-6-05 calculations, Page load. Revise and re- submit loading, materials and connections. A10 Completed 35 Structural Snow drifting values not included in calculations. Revise and re- 5-6-05 calculations, Pages submit B2, B3, B4, B5 and B7 Completed 36 Structural Shear walls #10 in calculations for R, add back d, is short. Clarify. 5-6-05 calculations, Page B27 Completed 37 Structural Reinforcing steel noted in calculations not the same as noted on 5-6-05 calculations, Pages drawings. Clarify. B4-4, B4-5, B6-7, B6- 8, B7 -2 and P13 Completed 38 Structural Is negative reinforcing steel required over supports? Clarify. 5 -6-05 calculations, Page B5- 5 Completed 39 Structural Diagram notes 11.5 ft. for middle span. Drawing note 14.5 ft Clarify. 5 -6-05 calculations, Page B6- 10 Completed 40 Structural Diagram loads noted not the same as program output for same 5 -6-05 calculations, Pages member. Clarify. K3, L3 and L14 Completed 41 Appendix A: Define periodic for the different inspections. 7/26/05 Schedule of Special Inspections Completed 42 Appendix A: Submit calculations and details for mechanical and electrical 7/26/05 Schedule of Special components for seismic bracing and connections. Inspections Brian Blalock - Plancheck_3_ 7- 26 -05.doc Page 4 • DURHAM FACILITY PHASE & EXPANSION CITY OF TIGARD CITY OF SW 85 AVENUE 13125 SW HALL BLVD. July 26, 2005 TIGARD, OR 97223 SHEET 4 OF 4 MCE Project # 050230 STRUCTURAL. PLAN REVIEW #3 Plans Dated 4/11/2005 Completed 43 Appendix A: Submit calculations and details for miscellaneous items for seismic 7/26/05 Schedule of Special bracing and connections. Inspections 44 General Special Inspection per Appendix A. X LV 45 General Structural observation for masonry per Sections 1705.2 and 1709. 46 General Submit one set of miscellaneous steel shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement 47 General Submit one set of reinforcing steel shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement 48 General Submit one set of steel truss shop drawings, which have been reviewed and initialed by the project engineer, to be filed with the City of Tigard before placement 49 General Approved resolution of the above items shall be incorporated into submittal plans before a permit will be issued. Submit four (4) sets of revised plans to the City of Tigard building department. • APPENDIX A - SCHEDULE OF SPECIAL INSPECTIONS Required inspections and tests are described in the following "Schedule of Special Inspections ", and in the individual Specification Sections for the items to be inspected or tested. 1. FABRICATORS A. Where fabrication of structural load- bearing members and assemblies is being performed on the premises of a fabricator's shop, the fabricator shall be registered and approved to perform such work without special inspection. Approval shall be based upon review of the fabricator's written procedural and quality control manuals and periodic auditing of fabrication practices by an approved special inspection agency. 2. STEEL CONSTRUCTION A. Welding inspection shall be in compliance with AWS D1.1. B. The Special Inspector shall perform an inspection of the steel to verify compliance with the details shown on the approved construction documents, such as bracing, stiffening, members' locations and proper application of joint details at each connection. C. Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications and IBC requirements. 1) While the work is in progress, the special inspector shall determine that the requirements for bolts, nuts, washers, and paint; bolted parts; and installation and tightening in such standards are met. 2) For bolts requiring pretensioning, the special inspector shall observe the pre - installation testing and calibration procedures when such procedures are required by the installation method or by the Contract Documents; determine that all plies of connected materials have been drawn together and properly snugged; and monitor the installation of bolts to verify that the selected procedure for installation is properly used to tighten bolts. For joints required to be tightened only to the snug tight condition, the special inspector need only verify that the connected materials have been drawn together and properly snugged. 3) Monitoring of bolt installation for pretensioning is permitted to be performed on a periodic basis when using the turn -of -nut method with matchmarking techniques, the direct tension indicator method, or the alternate design faster (twist -off bolt) method. Joints designed as snug tight need be inspected only on a periodic basis. 4) Monitoring of bolt installation for pretensioning using the calibrated wrench method or the turn -of -nut method without matchmarking shall be performed on a continuous basis. D. Cold- formed steel framing shall have the following special inspections: 1) Periodic special inspections during welding operations of elements of the seismic - force- resisting system. 2) Periodic special inspections for screw attachment, bolting, anchoring and other fastening of components within the seismic - force - resisting system, including struts, braces, and hold- downs. MWH - 04082005 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1530575 - DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 01450 -5 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION Inspection Verification And Inspection Continuous Periodic Referenced Standards Material verification of high- strength X Applicable ASTM material bolts, nuts, and washers: specifications; • Identification markings to conform to ASTM standards indicated in AISC ASD, Section A3.4; the Contract Documents. • Manufacturer's certificate of compliance required. AISC LRFD, Section A3.3 Inspection of high- strength bolting: AISC LRFD Section M 2.5 • Bearing -type constructions. X • Slip- critical connections. X X IBC 1704.3.3 Material verification of structural steel: • Identification markings to conform ASTM A 6 or ASTM 568 to ASTM standards indicated in the Contract Documents. IBC 1708.4 • Manufacturer's certified m_ ill test reports required. Material verification of weld filler materials: • Identification markings to conform AISC, ASD, Section A3.6; to AWS specification indicated in the Contract Documents. AISC LRFD, Section A3.5 • Manufacturer's certificate of compliance required. Inspection of welding - Structural steel: • Complete and partial penetration X groove welds. ) • Multi -pass fillet welds. X i; • Single -pass fillet welds > 5/16" X AWS D1.1 (7.9 mm). • Single -pass fillet welds < 5/16" X AISC Seismic (7.9 mm). • Welded studs when used for X AWS D1.3 structural diaphragms. • Welded sheet steel for cold- X IBC 1704.3 formed steel framing members such as studs and joists. • Welding of stairs and railing X systems. • Floor and deck welds. X Inspection of welding - Reinforcing AWS D1.4 steel: • Verification of weldability of X ACI 318 - 3.5.2 reinforcing steel other than ASTM A 706 IBC 1903.5.2 MWH - 04082005 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1530575 - DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 01450 -6 Inspection Verification And Inspection Continuous Periodic Referenced Standards • Reinforcing steel- resisting flexural X and axial forces in intermediate and special moment frames, and boundary elements of special reinforced concrete shear walls, and shear reinforcement. • Shear reinforcement. X • Other reinforcing steel. X Inspection of steel frame joint details X for compliance with the Contract Documents: • Details such as bracing and IBC 1704.3.2 stiffening. • Member locations. • Application of joint details at each connection. 3. CONCRETE CONSTRUCTION REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION Verification And Inspection Inspection Referenced Standards Continuous Periodic Inspection of reinforcing steel, X ACI 318 - 3.5, 7.1 -7.7 including prestressing tendons, and placement. IBC 1903.5, 1907.1, 1907.7 & 1914.4 Inspection of reinforcing steel welding AWS D1.4 in accordance with inspection of steel table above. ACI 318 - 3.5.2 IBC 1903.5.2 Inspect bolts to be installed in X concrete prior to and during IBC 1912.5 placement of concrete where allowable Toads have been increased. Verifying use of required design mix. X ACI 318 - Ch. 4 & 5.2 -5.4 IBC 1904,1905.2- 1905.4, 1914.2 & 1914.3 Sampling fresh concrete and X ASTM C 172 performing slump, air content and determining the temperature of fresh ASTM C 31 concrete at the time of making specimens for strength tests. ACI 318 - 5.6, 5.8 IBC 1905.6 & 1914.10 Inspection of concrete and shotcrete X ACI 318 - 5.9 & 5.10 placement for proper application techniques. IBC 1905.9, 1905.10, 1914.6, 1914.7& 1914.8 MWH - 04082005 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1530575 - DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 01450 -7 Verification And Inspection Inspection Referenced Standards Continuous Periodic Inspection for maintenance of X ACI 318 - 5.11 -5.13 specified curing temperature and techniques. IBC 1905.11, 1905.13 & 1914.9 Inspection of prestressed concrete: • Application of prestressing forces. X • Grouting of bonded prestressing X ACI 318 - 18.18 & 18.16.4 tendons in the seismic- force- resisting system. Erection of precast concrete X ACI 318 - Ch. 16 members. Verification of in -situ concrete X strength, prior to stressing of tendons ACI 318 - 6.2 in posttensioned concrete and prior to removal of shores and forms from IBC 1906.2 beams to structural slabs. Adhesive anchor installation. X Per ICBO Report 4. MASONRY CONSTRUCTION REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION Verification And Inspection Inspection Referenced Standards Continuous Periodic From the beginning of masonry construction, the following shall be verified to ensure compliance: • Proportions of site -mixed mortar X and grout. ACI 530 Sec. 1.12.3 • Placement of masonry units and X ACI 530.1 Art. 2.6A, 3.2D, construction of mortar joints. 3.36, 3.4 & 3.5 • Placement of reinforcement and X connectors. • Grout space prior to grouting. X • Placement of grout. X The inspection program shall verify: ACI 530 Sec. 1.15.4, 2.1.2, • Size and location of structural X 1.12, 2.1.8.6 & 2.1.8.6.2 elements. • Type, size and location of X ACI 530.1 Art. 3.3G, 2.4, 3.4 anchors, including other details of & 1.8 anchorage of masonry to structural members frames or IBC 2108.9.2.11 Item 2, other construction. 2104.2 & 2104.4 • Specified size, grades, and types X of reinforcement. • Welding of reinforcing bars X MWH - 04082005 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1530575 - DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 01450 -8 Verification And Inspection Inspection' Referenced Standards Continuous ' Periodic • Protection of masonry during cold X weather (temperature below 40 degrees F) or hot weather (temperatures above 90 degrees F) Preparation of any required grout X ACI 530.1 Art. 1.4 specimens, mortar specimens, and /or prisms shall be observed. IBC 2105.3, 2105.4 & 2105.5 Compliance with required inspection X provisions of the Contract Documents ACI 530.1 Art. 1.5 and the approved submittals shall be verified. Adhesive Anchor Installation X Per ICBO Report 5. SOILS A. Site Preparation: Prior to placement of the prepared fill, the special inspector shall determine that the site has been prepared in accordance with the approved soils report and the Contract Documents. B. During Fill Placement: During placement and compaction of the fill material, the Special Inspector shall determine that the material being used and the maximum lift thickness comply with the approved soils report and the Contract Documents. C. Evaluation of In -Place Density: The Special Inspector shall determine, at the specified frequency, that the in -place dry density of the compacted fill complies with the approved soils report and the Contract Documents. 6. PILE /PILE FOUNDATIONS A. A Special Inspector shall be present when pile foundations are being installed and during tests. The special inspector shall make records of the installation of each pile and results of load tests. Records shall include the cutoff and tip elevation of each pile relative to a permanent reference. B. Special inspection is required for pier foundations. 7. WALL PANELS AND VENEERS A. Special inspection is required for exterior and interior architectural wall panels and the anchoring of veneers for buildings. Special inspection of such masonry veneer shall be in accordance with the inspection of masonry above. 8. SPRAYED FIRE - RESISTANT MATERIALS A. Special inspection for sprayed fire- resistant materials applied to structural elements and decks shall be in accordance with [IBC Sections 1704.11.1 through 1704.11.5.] Special inspection shall be based on the fire- resistance design as designated in the Contract Documents. B. The following items shall be inspected: 1) The prepared surface of structural members to be sprayed shall be inspected before the application of the sprayed fire - resistant material. 2) The application of the sprayed fire- resistant material shall be in accordance the manufacture's written instructions and the Contract Documents. MWH - 04082005 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1530575 - DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 01450 -9 3) Special Inspector shall verify that the average thicknesses of the sprayed fire - resistant materials are not Tess than the required thickness. 4) Density of the sprayed fire- resistant material shall not be less then specified. 5) The cohesive /adhesive bond strength of the cured sprayed fire- resistant material. MWH - 04082005 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1530575 — DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 01450 -10 9. EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) A. Special inspections shall be required for all EIFS applications. 10.SMOKE CONTROL SYSTEMS A. Smoke control systems shall be tested by a Special Inspector B. Tests shall consist of leakage testing and recording of device locations during erection of ductwork and prior to concealment. C. Pressure difference testing, flow measurements, and detection and control verification shall be tested prior to occupancy and after sufficient completion. 11. MECHANICAL AND ELECTRICAL COMPONENTS A. Periodic special inspections are required for the following per IBC 1707.7: 1) During the anchorage of electrical equipment for emergency or standby power systems. 2) During the anchorage of other electrical equipment. 3) During installation of piping systems intended to carry flammable, combustible or highly toxic contents and their associated mechanical units. 4) During the installation of HVAC ductwork that will contain hazardous materials. 5) Installation of equipment using combustible energy sources. 6) Installation of electrical motors, transformers, switchgear unit substations and motor control centers. 7) Reciprocating and rotating -type machinery. 8) Piping distribution systems 3- inches and larger. 9) Tanks, heat exchangers, and pressure vessels. 12. MISCELLANEOUS ITEMS A. The following items shall receive periodic special inspections: 1) Access floors during anchorage. 2) Storage racks 8 feet or greater in height during the anchorage. 3) Exterior cladding during erections and fastening. 4) Interior and exterior nonload bearing walls during erection and fastening. 5) Veneer during erection and fastening. 6) Suspended ceiling systems and their anchorage. 7) Isolator and energy dissipation devices during the fabrication and installation if used as part of the seismic isolation system. MWH - 04082005 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1530575 - DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 01450 -11 APPENDIX B - SCHEDULE OF STRUCTURAL OBSERVATIONS Required observations are described in the following "Schedule of Structural Observations ". When to do the Observation What to Observe FOUNDATIONS Prior to the first concrete pour, but after Review areas of particular concern such as placement of reinforcing is well under way highly congested areas or any mechanically coupled splices and check that approved placing plans are being used. Review anchor bolt placement and placement of hold -down bolts or steel embeds. STEEL FRAMING After the first tier has been erected and Observe the work in progress and try to plumbed and bolt tightening and joint meet with the special inspectors for the welding is under way welding and bolt tightening operations. Pay particular attention to the procedures used for welding of moment frame joints. After one level of steel deck is in place and Check the welding procedures have been welding of shear studs is underway. qualified by the inspector on the job. CONCRETE CONSTRUCTION Prior to close -up of the first level column or wall forms. For concrete moment frames, after Meet with the special inspector to make placement of reinforcement has started sure the inspection is continuous and that and again prior to close -up of column or the inspector is aware of the critical areas beam forms. around the joints. Establish lines of communication to assure notification regarding field problems such as reinforcement interference or utility penetrations in critical areas. During placement of slab /beam /joist The engineer may elect to personally reinforcement or post tensioning tendons. observe concrete placement for critical structural elements. MASONRY CONSTRUCTION During lay -up of the first section of wall Special inspection may not include full time with special reinforcement requirements, inspection of lay -up or reinforcement such as boundary elements placement, so it may be important to verify that reinforcement is placed with the appropriate positioners. Prior to grouting of the first lift. Verify that the special inspector is performing the required special inspections and that elements for connection of other • framing are in place. -- END OF SECTION -- MWH - 04082005 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1530575 — DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 01450 -12 SECTION 01450 - SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS PART 1 -- GENERAL 1.1 THE REQUIREMENT A. This specification section is intended to inform the CONTRACTOR of the OWNER's quality assurance program and the extent of the CONTRACTOR's responsibilities. 1.2 SCHEDULE OF INSPECTIONS /OBSERVATIONS A. Required inspections and tests are described in Appendix A - "Schedule of Special Inspections" following this specification, and in the individual Specification Sections for the items to be inspected or tested. B. Required Structural Observations are described in Appendix B - "Schedule of Structural Observations" following this specification. 1.3 DEFINITIONS A. Approved Agency: An established and recognized agency regularly engaged in conducting tests or furnishing inspection services, when such agency has been approved by the Building Official. B. Approved Fabricator: An established and qualified person, firm, or corporation approved by the Building Official. Approval is based on written procedural and quality control manuals and periodic auditing of fabrication practices by an approved special inspection agency. C. Building Official: Local department or representatives responsible for enforcing local codes and reviewing construction documents and issuing permits for the erection, alteration, demolition, and moving of buildings and structures. D. Continuous Special Inspection: The full -time observation of WORK by an approved special inspector who is present in the area where the WORK is being performed. E. Fabricated Item: Structural, load bearing or lateral load- resisting assemblies consisting of materials assembled prior to installation in a building or structure, or subjected to operations such as heat treatment, thermal cutting, cold working or reforming after manufacture and prior to installation in the building or structure. Materials produced in accordance with standard specifications referenced in the Contract Documents or the local governing codes, such as rolled structural steel shapes, steel- reinforcing bars, masonry units and plywood sheets, shall not be considered "fabricated items ". F. Periodic Special Inspection: The part-time or intermittent observation of WORK by an approved special inspector who is present in the area where the WORK has been or is being performed and at the completion of the WORK. G. Special Inspection: Inspection as herein required of the materials, installation, fabrication, erection or placement of components and connections requiring special expertise to ensure compliance with the Contract Documents and referenced standards. H. Special Inspector: An agency regularly engaged in conducting tests and furnishing inspection services. The special inspector is an authorized representative of the MWH - 04082005 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1530575 - DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 01450 -1 ENGINEER who provides inspections during construction. The Special Inspector shall be approved /registered by the local Building Official. I. Structural Observer: Registered design professional and authorized representative of the ENGINEER, who provides structural observation services during construction. J. Structural Observation: Visual observation by a structural observer of the structural ' system for general conformance to the Contract Documents at significant construction stages and at completion of the structural system. Structural observation does not include or waive the responsibility for the inspections required by the Contract Documents. 1.4 SUBMITTALS A. The CONTRACTOR and Subcontractors, whose work will be inspected or tested, shall disclose any past or present business relationship or potential conflict of interest with the Special Inspector and Testing Laboratory. B. When fabrication of assemblies that would otherwise require special inspection is done on an approved fabricators premises, the following shall be submitted: 1. At completion of fabrication, the approved fabricator shall submit to the, CONTRACTOR, ENGINEER and the building official a certificate of compliance stating that the WORK was performed in accordance with the approved construction documents. 1.5 PAYMENT A. The OWNER shall engage and pay for the services of the Special Inspector, Agents of the Special Inspector, Testing Laboratory, and Structural Observer. B. The CONTRACTOR shall be responsible for the cost of any re- testing or re- inspection of work that fails to comply with the requirements of the Contract Documents. 1.6 CONTRACTOR RESPONSIBILITIES A. The CONTRACTOR shall cooperate with the Special Inspector, his agents, and the Structural Observer, so that the special inspections, observation, and testing may be performed without hindrance. B. The CONTRACTOR shall review the "Schedule of Special Inspections" - Appendix A, "Schedule of Structural Observations" - Appendix B, and individual specification sections and shall be responsible for coordinating and scheduling inspections, observations, and tests. The CONTRACTOR shall notify the Special Inspector, Testing Laboratory, or Structural Observer at least 48 hours in advance of a required inspection, observation, or test. C. Failure by the CONTRACTOR to meet observation, inspection, or testing schedules may require removal of any subsequent work for observation, inspection and testing. Removal and replacement of any finished work and /or framing damaged by the removal process or as required for corrective action shall be at the CONTRACTOR's expense. Uninspected WORK that required inspection may be rejected solely on that basis. D. The CONTRACTOR shall provide incidental labor and facilities to provide access to the WORK to be inspected, observed, or tested, to obtain and handle samples at the site or MWH - 04082005 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1530575 - DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 01450 -2 at source of products to be tested, to facilitate tests, observations, inspections, storage, and curing of test samples. E. The CONTRACTOR shall keep at the project site the latest set of construction drawings, field sketches, change orders, approved shop drawings, and specifications for use by the Special Inspector and Structural Observer. F. The Special Inspection and observation program shall in no way relieve the CONTRACTOR of its obligation to perform WORK in accordance with the requirements of the Contract Documents or from implementing an effective Quality Control program. The CONTRACTOR's quality control personnel shall first review all work that is to be subjected to Special Inspections or Structural Observation. G. The CONTRACTOR shall be solely responsible for construction site safety. H. Prior to the beginning of construction, the CONTRACTOR shall have a pre - construction meeting with the ENGINEER, Building Official, CONTRACTOR, OWNER, Special Inspector, Structural Observer, and Testing Laboratories, to review the special inspection and structural observation requirements. 1.7 INSPECTION OF FABRICATIONS A. When WORK is done on the premises of an approved fabricator, special inspection is not required. 1.8 RECORDS AND REPORTS A. The Special Inspector shall prepare detailed daily reports of each special inspection or test. B. The Structural Observer shall prepare detailed reports of each structural observation. C. Any discrepancies from the Contract Documents found during a special inspection or structural observation shall be immediately reported to the CONTRACTOR. If the discrepancies are not corrected the Special Inspector or Observer shall notify the ENGINEER and Building Official. Reports shall document all discrepancies identified and the corrective action taken. D. FINAL REPORTS OF SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1. The "Final Report of Special Inspections" shall be completed by the Special Inspector and submitted to the ENGINEER and Building Official prior to the issuance of a Certificate of Use and Occupancy. 2. The "Final Report of Special Inspections" will certify that all required inspections have been performed and will itemize any discrepancies that were not corrected or resolved. 3. The "Final Structural Observation Report" will certify that site visits have been made and identify any reported deficiencies, which, to the best of the Structural Observer's knowledge, have not been resolved. MWH - 04082005 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1530575 - DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 01450 -3 PART 2 -- PRODUCTS (NOT USED) PART 3 -- EXECUTION 3.1 Prior to the commencement of the WORK the CONTRACTOR will be advised of the name of the testing laboratory, and the firms to be obtained to perform the special inspections, and structural observations. MWH - 04082005 SPECIAL INSPECTIONS AND STRUCTURAL OBSERVATIONS 1530575 - DURHAM FACILITY PHASE 4 EXPANSION, IPS PAGE 01450 -4 6 ( p-,)_0ds- °°o 81 `r " KEITH PANEL SYSTEMS (U.S.) INC. tit ,. ARCHITECTURAL BUILDING ENVELOPE TECHNOLOGIES Contractors Incorporated 19165 S.W. 119 Avenue, Tualatin, OR 97062 August 7, 2007 RE: Durham WTF Expansion - LEED Product Data To Whom It May Concern, This letter serves as confirmation that the fabrication of the panels is within the 500 mile radius of the project job site as required. Sincerely, Alex Mah Estimator /Project Administrator 2 O O 0 SUITE #2 -40 GOSTICK PLACE, NORTH VANCOUVER, BC V7M 3G3 PHONE: (604) 987 -4499 FAX: (604) 987 -4742 WEB SITE: http / /:www.keithpanel.com EMAIL: mail @keithpanel.com from: 16580 SW 85th, Tigard, 1- 97224 to: 40 gostick place, north van' - •aver, be - Goo... Page 1 of 2 . Start 16580 SW 85th Ave L 0 l c Portland, OR 97224 End 40 Gostick PI North Vancouver, BC, Canada Travel 330 mi - about 5 hours 46 mins . 16580 SW 85th Ave Overview Portland, OR 97224 I vancou wana:mo AbboGford Drive: 330 m mi i -about 5 hours 46 ms ; „cno .yam .:_,.__ 1. Head north on SW 85th Ave toward SW Shaffer Ln 0.3 mi Txom Washington Sao 1 min Ya'<ima 0 ♦ 2. Turn right at SW Durham Rd 0.6 mi • - Ken 2 mins i . Po _ _ - /' 3. Turn left at SW Upper Boones Ferry Rd 0.3 mi .. ..) osNom .:i.rval4s0 1 min c • ; 9eneo ♦ 4. Turn right to stay on SW Upper Boones Ferry Rd 0.4 mi Qr�ao 1 min Start N . - Shaffer ln__ 4` 5. Turn left to merge onto 1 -5 N toward Portland 292 mi �• - Entering Washington 4 hours 43 mins 6. Take exit 275 for WA -543 N toward Truck Customs /H 0.3 mi St Q; •erly Dr " . . . . 7. Merge onto WA -543 0.9 mi . Entering Canada (British Columbia) 3 mins 8. Continue straight onto 176 St 6.6 mi 10 mins 9. Continue on Cloverdale Bypass 0.5 mi End 10. Continue on 175 St 0.3 mi .. _ � • .. _ _ 11. Continue on Cloverdale Bypass 0.2 mi fir. F 12. Continue on 176 St 5.0 mi -- -, Q i? 8 mins it ! w� "' 13. Take the ramp to Vancouver 0.6 mi pr , . :::: -:' 1 min , 1 W 14. Merge onto HY -1 W/Trans Canada Hwy W 18.7 mi i - - .7 - 23 mins • " . • 15. Take exit 23A to merge onto Main St 0.8 mi 2 mins Map data ©2007 NAVTEQTrl 16. Continue on Cotton Rd /Cotton Dr 0.3 mi 1 min 17. Continue on 3rd St E 2.2 mi 6 mins ♦ 18. Slight left at Low Level Connector Rd 397 ft +' 19. Turn left at Bewicke Ave 0.2 mi 4 20. Turn right at Copping St 256 ft F 21. Copping St turns left and becomes Gostick PI 0.1 mi 10 40 Gostick PI y North Vancouver, BC, Canada http: / /maps.google.com /maps ?f= d &h1 =en &geocode = &saddr= 16580 +SW +85th, +Tigard,... 07/08/2007 ALCAN COMPOSITES ALCAN COMPOSITES USA INC. 1 II 208 W.5th Street P.O. Box 507 Tel.: (270) 527 -4200 alibi, Benton, KY 42025 -0507 Benton, KY 42025-0507 Fax: (270) 527 -1552 ALCAN USA USA www.alcancompositesusa.com August 14, 2007 Mr. Chris Pogatsas Keith Panel Systems Co., LTD. Suite #2-40 Gostick Place North Vancouver, BC Canada V7M 3G3 Re: Durham Facility Phase 4 Expansion, IPS Dear Mr. Pogatsas: This letter is to inform you that the 4mm Alucobond Material specified for the above project will meet the test requirements in the specifications, Section B, 1-4 with one exception as noted below: 1. ASTM E84 Flame Spread 0, Smoke Developed 0 — PASSEED 2. ASSTM E 162 PASSED 3. Factory Mutual Standard 4880 Room Fire Test — This test standard is the same as the UBC 26 -3 "Room Fire Test Standard for Interior of Foam Plastic Systems ". It does not apply to our Alucobond Product. There is no foamed plastic used in the manufacture of the Alucobond panel. 4. Bond Strength Integrity - PASSED If I can be of further assistance, please don't hesitate to call. Sincerely, Dan Glover Senior Technical Field Representative Alcan Composites USA Inc. D + % -`-A Fax Cover Sheet o®® 6656 Smoke Tree Ave. Oak Parr CA 91377 Phone (818) 889 -6623 Fax (818) 889 -6773 To: k4. -ifk, e- Pckh X13 a& art-43 Pog Phone: C(0016 claq. - 44‘11 Fax: (6 9 - 4405 C From: Thwi d 144 Vrtk-w, 6;4$1 AUG 2 4 2007 Date: e - 2 -o } KEITH PANEL SYSTEMS CO, LTD. Re: Ny No. of pages including cover 2 Hard copy to follow yes no 4 04.000000004.00004.04.4.0 ®0000004.004,4,04.04.4.4.4.004. C. s — 'S ;ecl yam, s at # clod i 1 c.,.4p )- 'si.i X42 N — 14I AV w L G.. Is ,lar..dDor w Ascg 7- 46 1140y /au/ wiA. 3. g* rf a Gav'ov Zs LS, 79 SF A4 ed. ate/ ZS all cv in s o,• 70 ® Cane 1104e1 $ eyrie 12,o % f to 0( d /Meer esr- 44Aa,•e. , 7L c is as,c..e Q byt..0.,- 3 . k-, ( PRO/ 4, F f 11,266 4 ' r - OR86QH 1 7, 1 Archwind 98 : 5 \ 5 h 4 4 5 a \� a a If Roof Angle is < =10 Deg. h = Eave Height otherwise h = Mean Roof Height COMPONENTS AND CLADDING WALLS - CONSTANTS USED WALLS Structures Less than or equal to 60 ft Walls are less than or equal to 60 ft high. Roof Angle = 40.00 deg COMPONENT PRESSURES: Mean Roof Height = 38.00 ft Area = 10.00 sf AREA PRESSURE (psf) Cp VALUES AREA Cp 4 MAX = 19.26 4 MIN = -20.89 4 1.00, -1.10 5 MAX = 19.26 5 1.00, -1.40 5 MIN = -25.79 Velocity Pressure Roof, q = 16.32 psf Exposure Coeff. Roof, Kz = 0.75 Dimension a = 3.80 ft Wind Speed, V = 100.0 MPH Note, when max absolute value is less than 10 psf, Exposure Cat. = B use 10 psf or -10 psf as applicable. Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 0.85 Site Address: 16580 SW 85 Ave in ctsowttl r, SEP /our 4' l'''.3 '''' Building Divisio ;I, . li i ii.G Deferred Submittal Transmittal Lette /' Ci --) ' W7). TO: Mark VanDomelen ■.. DATE CEIVED: DEPT: BUILDING DIVISION CEW ED FROM: Brian Schultz CITY u I I(9HtiU COMPANY: MWH s. BUILDII�GOn ;S1nP PHONE: 503 803 -2718 By. ; f RE: 16580 SW 85 Ave. ^f` bup05 -00087 (Site Address) (Permit/Case Number) AWWTF (Project name or subdivision name and lot number) Valuation of Defe Submittal: $ 79,000.00 7 ATTACHED IS THE FOLLOWING DEFERRED SUBMITTAL ITEM: C ,5If1P ,r.y v�.. � a }�x,rp �'�:.^ti. Ce1t�s��tz��n- �'c-Tl� _�t� ,�,�d J iSF�1�Y� '��.J�,,`� X67. 'c z� � {`x �' �.- ` 3, x;,r� �' "''� �ty ?Sr�ti�_��^�� U tS�: -1 a ltigsVki ttO .7 ,�rx .�,.Fy� .,"�tfib,7.. a 5 4. k+,? m, .54 s;•S;t" V fi eJ'a -ish?R �2:n? n,N`5.# f f Z. rt fxlh Y;'t : ulucsab"!?':k , $! 5....gf 2 Phase 4 Expansion / - AA I u_ E 4. 4 (.,-:-, Remarks: f' NOTE: Document for deferred submittal items shall be submitted to the registered design professional in responsible charge who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and been found to be in general conformance to the design of the building /The deferred submittal items shall not be installed until the design and submittal documents have been approved by'the building official. Oregon Structural Specialty Code Section 106.3.4.2 lil � rigA p t � , a. i� 5f 3 `t .p .. LF t - itt,. y J A h t ! Si' i 'p ' ti @� j ''t � y ... " _H 4 79, ,} i11� h y � j� p .t .. ° � V 'p 3 " ,.^ ''eh ^ ' ',**7:-.,,!$. t t , . Routed to Permit chnician: Date: (b ,�a �a" F ; -k ��^n�c�:d`�'! #�. � tr + „ c c \, UA7, ® 1 \�� L+; .�ws,'�F�2z- '!�x''�� .�-'Yi,�� -'r : �. ' �in7: 1 07 Initials ,f Yes [II No Fee Descri tion: Amoun ue: �, .J� � r , > x�s,� �:��t . '� �Is .r 44 : . _Deferred Submittal Fee: _ $ j . A.4 4 : £ r 4 , :a r Add fee based on valuation: $ rr '4 a ' f , -, � i }.t Other: $ `` " ' ' ., Total Fees Due: $ Z . a - Special Instructions: Reprint Permit (per PE): ❑ Yes R No ❑ Done Applicant Notified: Date: Initials: The fee for processing and reviewing deferred plan submittal shall be an amount equal to 65% of the building based on the valuation of the particular portion or portions of the project with a minimum $200.00 fee. This fee is in addition to the project plan review fee based on the total project value. I:Building\Forms \Transmittal Letter - DefrdSubmtl.doc 04/04/07 • is U i P.a Go5 -- - 411) MWH SHOP DRAWING REVIEW MWH Americas Review Date 9/24/2007 • Submittal No. 155. B From Engineer: Kathy Dietrich To Contractor: Contractors, Inc. Company: MWH Americas, Inc. P.O. Box 637 16580 SW 85th Avenue Tualatin, Oregon 97062- 7.r.107 Tigard, OR 97224 Attn: Michael Eubanks . Project Owner: Clean Water Services Project NamelDurham Facility Phase 4 Expansion ,- Contractor's Submittal No. 155. B Project No.: 4969 Item of Equipment or Material Preformed Metal Wall Panels Specification Section 07410 Subject submittal has been reviewed and review action is as shown below: Item No. SUBJECT OF SHOP DRAWING OR DATA REVIEW ACTION NO. COPIES NO. COPIES RECEIVED RETURNED 1 Preformed Metal Wall Panels MAKE CORRECTIONS NOTED 8 6 See attached comments from the Architect. The Structural Engineer has reviewed the calculations for general conformance to the Contract Documents and Applicable Codes and has no comments. NOTE TO CONTRACTOR: Please coordinate between the metal wall panel system and the sheet metal installer, Kalwall translucent panels and the louvers regarding the apparent duplication of flashings. Is KPS providing flashings as detailed in their shop drawings in lieu of the flashings shown on the previously reviewed Skyline Sheet Metal shop drawings, DeaMor translucent Kalwall panel shop drawings and CSI louver shop drawings? Please clarify. Remarks See Attached Sheet W or indicate here: None ❑ Corrections or comments made relative to submittals during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all qualities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of other trades, and performing his work in a safe and satisfactory manner. Kathy Dietrich Engineer's Signature 1%4 Vii .:_.- i ______ 'di :1-II) d_ RESUBMIT NO F iCI P7iOtJS'CAt:i: I ,^ 1 11 ID. :1 RE URMIT f i ce../. -_ r T 'Y . C Otit. / `r);; C; i c;' ?i l i .'l?. s1-IN DAAVJ;' r ieF.. 'If'� r ( +i' - r n cON i R AC1. -' Ti ' :'Si [ii l:i \G "inS iiEVit 'v'J Cri, : :`■ KO! 1::l,;NE ,1 C'(s. "•' 1 1,`.[v ' i1' C4iN'E .\ r Di7.C+'iraiti AND :,V EC1PlCJA 'CI I: iif :.� f:liVlf ','v' fv.: C''); iS�RMA7�C V f il "tT P ii. c;n;P C)'.�` +Aii i+.: � - . • ' WCrH l�:E C)trCC ! : 'S:il >I (.::,'IN:r:-. A rai CF:`•:;r_tt, t':a•i,.hi,:CE: C.'.'n: "<; C ; `.11iN '�i Cil'I!t'..��;r( Ii R1:• ?C \�!AI TOR C rA }.•. Ali. �i ririi.,, .in'. D;M:i'-iha;rs :S I-4- p? :IC :iC:: /,c if C:'(:R[ •i. °; - �( C 14!,. C: 'A17; . . ^:'• ' () ? File: 10.7.1 - 07410 -155 . ......11_:;;7;,:_,...;:F) - - _ — - -- — CM 305 (Revised 7/28/05) ?!. HI ail. TJ C TS ' SS CI TIVE SUBMITTAL REPLY FORM: TO: MWH Durham Field Office DATE: September 24, 2007 16580 SW 85 Avenue JOB: Durham WTF Phase 4 Expansion Tigard, OR 97224 ATTN: Leslie Lara -Moore JOB #: 5129 REVIEW STATUS LEGEND ACCEPTED Accepted as Submitted 1 Accepted as Noted 2 REJECTED (Resubmittal Required) Make Corrections 3 As Noted, Develop Replacement 4 INCOMPLETE (Resubmittal Required) Complete and Resubmit 5 Submit Missing Portions 6 WE ARE TAKING THE FOLLOWING ACTION: SPEC. SECTION DESCRIPTION REVIEW STATUS 07410 Submittal #155B — Preformed Metal Wall Panels 2, 6 LEED Product Data 1 Test Reports 1 Shop Drawings 2 Quality Assurance Information - Installing Contractor 6 Structural Calculations Review by Others* ARCHITECTS REVIEW COMMENTS: • Missing Quality Assurance Information: Submit Section 1.2 quality assurance information for wall systems contractor that will be performing the panel installation work. • Shop Drawings: 1 — Engineer's Stamp: Only the cover sheet is stamped. All sheets may need to be stamped for submittal to City of Tigard. 8513 N.E. Hazel Dell Avenue, Suite 102 phone: Vancouver, Washington 98665 (360) 574 -7019 Page 1 of 3 SUBMITTAL REPLY FORM 2 — Detailing Coordination: Has coordination occurred between the metal wall panel system and the sheet metal installer, Kalwall translucent panels and the louvers regarding the apparent duplication of flashings? Is KPS providing flashings as detailed in lieu of the flashings shown on the previously reviewed Skyline Sheet Metal shop drawings, DeaMor translucent Kalwall panel shop drawings and CSI louver shop drawings? Coordinate and substantiate supplier, material, color and shape of flashings at the following locations: Sheet Dl: Coordinate detail 4/D1 with Skyline Sheet Metal shop drawings. Sheet D2: Coordinate detail 1 /D2 with DeaMor Associates shop drawings, detail 1/4. Coordinate details 2/D2 & 3/D2 with DeaMor Associates shop drawings, detail 3/4. Sheet D3: Coordinate panel to louver joint, detail 1 /D3 with CSI louver shop drawings, Section "G" on sheet 3. Coordinate panel to Kalwall joint, detail 1 /D3 SIM with DeaMor shop drawings, detail 4/4. Sheet D4: Coordinate panel to louver joint, detail 3/D4 with CSI louver shop drawings, Section "G" on sheet 3. Sheet D5: Coordinate details 1 /D5 and 3/D5 with CSI and DeaMor Associates shop drawing detail 4/4. Sheet D6: Coordinate detail 2/D6 with CSI louver sill detail, Section "E" on sheet 3. Sheet D7: Coordinate details 1 /D7 and 3/D7 with DeaMor Associates shop drawings, detail 4/4. Sheet D9: Coordinate detail 1 /D9 with Skyline Sheet Metal shop drawings, detail 7/A3. Sheet D10: Coordinate detail 1 /D10 with DeaMor Associates shop drawing, detail 3/5. Revise detail 2 /D10 to match KPS window jamb detail 13 of 22. Coordinate detail 3/D10 with DeaMor Associates shop drawing, detail 1/5. Note that there is a steel angle at this location that is not shown. Sheet D12: Coordinate detail 1/D12 with Skyline Sheet Metal shop drawings, detail 2/A5. Sheet D13: Coordinate detail 1/D13 with Skyline Sheet Metal shop drawings, detail 9/A4. 8513 N.E. Hazel Dell Avenue, Suite 102 phone: Vancouver, Washington 98665 (360) 574 -7019 Page 2 of 3 SUBMITTAL REPLY FORM 3 — Provide submittal for product that is being used at "wall opening membrane" and "base membrane ". 4 — Missing Detail Reference: Can not find reference to details 2/D12 and 3/D12 in the shop drawings. • Substantial Completion Submittal: Submit certification of proper installation by preformed metal wall panel Manufacturer upon completion of installation. • City of Tigard Review: City of Tigard deferred submittal review is required for preformed metal wall panels upon acceptance by Engineer and Architect. BY Kathy A. Dietrich, AIA 8513 N.E. Hazel Dell Avenue, Suite 102 phone: Vancouver, Washington 98665 (360) 574 -7019 Page 3 of 3 ..--..--... • - , i ifirlifegeWS —Fax Cover Skeet 4 . 4 . • 6656 Smoke Tree Ave. . Oak Park CA 91377 Phone (818) 889-6623 i . Fax (818) 889-6773 To: kadk, Tath els . gift, Ch P094 Phone: C6,01 (187 _ tykiq Fax: (62(34-) 981 - 4ito s pitcawa,-) From: David 1,644 VolL1 ( Jo AUG 2 4 2007 0 Date: V -2.:3 -01- KEITH PANEL SYSTEMS CO. LTD. Re: at VA 4441 . . No. of pages including cover 7_ Hard copy to follow yes no K *************•••••••••••••••••••••••••****.******.************** _............. ... ._....._________Celfs.—_ 1 .124124;421--. et #C.Cied id 1 cAgped T'-i1 4ga -cook/P ,e (444:e A. - 1.1 /64.00/ cus A-sc& 7- -,e. 11/4 laved cui 3, e ' r f a )."‘av i4 IS , 79 7P s 50-cflevi . A4 v ca-Cc4. Clod 2C 75F - rti ail col r . li al s 01 . / .e.tdr..44A.,"e, , 14..e...„,c-e- IL c.....ecs c44,4./ a lir—e6 krt.sx•ch a.1_,_ 0 • k... , rn'i AC.,•5 L! .f..11.:E i?',, I.! i'.1J1Z.11 PROffp :• .:, i,•!C14 S '..i:ifi. 11::V1E.•;;T) FO".; GE■:;LP,AL *••••11- AVE TO THr (:C •: R 1,1 1,11C1T14 ;.ND Th 1 "? : . •if Cr - ■1 1;: - .. ,!-' -. .'• •,- • ' , ,". ,, , ., : 7 • •-' 0 RE ', j •:. i ' '0 E ' • , 7 7 .....---- • ... 11,266 '. AS.011. FOR 1HE PCL,Jr,i A .1: n.),Q1 , ,L r 11. r". 1;i•SiC N CALCIF.ATIONS. : i1r fr il:i 1)111- .," ( ;•,001::!::1. 1) - :;11 1 ::'1,11TJT A;1D LiC.1-10 -:---- 1-. A r f: g - 7 • ,rchwind 98 : • 5 � 5 1 4 4 55 a If Roof Angle is <-10 Deg. h = Eave Height otherwise h = Mean Roof Height COMPONENTS AND CLADDING WALLS - CONSTANTS USED WALLS Structures less than or equal to 60 ft Walls are Less than or equal to 60 ft high. Roof Angle = 40.00 deg COMPONENT PRESSURES: Mean Roof Height = 38.00 ft Area = 10.00 sf AREA PRESSURE (psf) Cp VALUES - -- AREA Cp 4 MAX = 1926 4 MIN = -20.89 5 MAX = 19.26 5 1.00, -1.40 5 MIN = -25.79 Velocity Pressure Roof, q = 16.32 psf Exposure Coeff. Roof, Kz = 0.75 Dimension a = 3.80 ft Wind Speed, V = 100.0 MPH Note, when max absolute value is less than 10 psf, Exposure Cat. = B use 10 psf or -10 psf as applicable. Importance Cat. = 2 Internal Pressure Coef., GCPi = 0.18 Topographic Factor, Kzt = 1.00 Wind Direction Factor, Kd = 0.85 CONTRACTORS, INC. P.O. Box 637 Tualatin, Oregon 97062 -0637 (503) 692 -0100 LETTER OF TRANSMITTAL (503) 692 -5396 FAX CCB #62834 To: MWH Americas, Inc [ E F !l E �� 16580 SW 85th Avenue Tigard, OR 97223 Attn.: Leslie Lara -Moore PROJECT: DURHAM AWWTP PHASE 4 EXPANSION DATE: 08/30/07 COPIES DESCRIPTION 8ea. SUBMITTAL NO. 155B SPEC. SECTION 07410 - PREFORMED METAL WALL PANELS Remarks: FOR REVIEW. Contractors, Inc , cc: By: / l 1/ti'' Steve ■ ewton Project Manager ORIGINAL