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Permit 51 CITY OF TIGARD BUILDING PERMIT PERMIT #: BUP2008 -00056 ° COMMUNITY DEVELOPMENT DATE ISSUED: 7/18/2008 TIGARD 13125 SW Hall Blvd., Tigard, OR 97223 503.639.4171 PARCEL: 1S136CD-00500 SITE ADDRESS: 08020 SW PFAFFLE ST ZONING: C -P SUBDIVISION: PACIFIC CROSSROADS CORP LOT: JURISDICTION: TIG PROJECT: PACIFIC CROSSROADS CORP.CENTER Project Description: Building A. New 5,041 sq ft office building. DEMO CREDITS FROM BUP2007 - 00579 & 580 APPLIED TO THIS PERMIT. REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK: NEW FIRST: 5,041 sf N: NR S: NR E: NR W: NR TYPE OF USE: COM SECOND: sf PROJECT OPENINGS? TYPE OF CONST: 5N sf N: N S: N E: N W: N OCCUPANCY GRP: B TOTAL AREA: 5,041 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: 51 BASEMENT: sf AREA SEP. RATED: STOR: 1 HT: 20 ft GARAGE: sf OCCU SEP. RATED: BSMT ?: N MEZZ ?: N 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:Y BEDRMS: BATHS: IMP SURFACE: 12,309 PRO CORR: U PARKING: VALUE: $ 531,170.00 Owner: Contractor: . CEDAR HILLS DEVELOPMENT PACIFIC CREST STRUCTURES INC 915 NW TORRYVIEW LANE 17750 SW UPPER BOON ES FRY #190 PORTLAND, OR 97229 DURHAM, OR 97224 Contact #: PRI 503 - 968 -8949 Phone: 503 - 299 -3100 FAX 503 -598 -6658 Reg #: LIC 66915 FEES REQUIRED ITEMS AND REPORTS Description Date Amount [BUPPLN] Pin Rv 2/22/2008 $890.31 Ersn Cntrl 681 -4444 [FLS] FLS Pln Rv 2/22/2008 $547.88 Reinforced concrete Bolts in concrete [BUILD] Permit Fee 7/18/2008 $1,871.60 Structural welding [TAX] 12% State Surcha 7/18/2008 $224.59 (additional fees not listed here) Total $26,859.77 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 503.2 - . ;; ° ° ; 1.800.332.2344. P Issued =y: _ 0 1 ___ A &_2 1 . 1 01 A: Ji Permittee Sign ure: t�__ 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. w P (FIG C SP iS €D20 FFe__ Building Permit Application FOR OFFICE USE ONLY / / City Tigard R ECEIVED 8 / j �� . `J of Ti g ad Rece DateB ived ay ��� ii4�' .�I�I�ltill, q ] 3125 SW Hall Blvd., Tigard, OR 9777223 Plan Re ' • p • i �, �, Phone: 503.639.4171 Fax: 503.598.1960 ne: FEB r 20 u� Date/B : I t- /C` +J - Other • rmit: TIGARD Inspection Line: 503.639 2 2 Date Ready :y ❑ SeePage2for Internet: www.tigard- or.gov Notified/Method: 1Cc Su pplemental Information CITY OF TIGARD . TYPE oBNOING DIVISION REQUIRED DATA: 1- AND 2- FAMILY DWELLING (KNew construction ❑ 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 ❑ Other: equipment, materials, labor, overhead, and the profit for the CATEGORY OF CONS UCTION work indicated on this application. ❑ 1- and 2- family dwelling Commercial /industrial Valuation: $ ❑ Accessory building El Multi-family Number of bedrooms: ❑ Master builder ❑ Other: Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address: 5102 y 0 5 LAD 1�1-ac (Q Sk- f New dwelling area: square feet City /State/ZIP: I'61 A� , ©p_ ap O N Garage /carport area: square feet ■ Suite/bldg. /apt. no.: name: Project � ( Project � lFl� l (zo95 ROP1,p rep, IJ1E17_ Covered porch area: square feet Cross street/directions to job site: S W •frLE 5T g -- A , r'b Deck area: square feet 511 9 Z Aye N 14 € Other structure area: square feet REQUIRED DATA: COMMERCIAL -USE CHECKLIST Subdivision: Lot no.: 50 I , 400 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.: 1SI 3 (i C t ANb IOU, equ materials, labor, overhead, and the profit for the work indicated on this application�31, Tp a 17 DESCRIPTION OF WORK NEW l ST. O( ZJ St%.LI-- 1t_p ( N 6, — S , 041 5 F Valuation: k �0 0 c C t1'P N CI IAN > 1Z — 1 - C - 1 t �'r�h .t 1'r Existing building area: 95 square feet �� New building area: 5 1 0 41 square feet ( P ROPERTY OWNER ❑ TENANT . Number of stories: I Name: CE Lt.-Ls 1)E v. ii_opw1 Type of construction: V - B Address: 9 15 NVJ T t v i.EIN L4NE Occupancy groups: City /State /ZIP: RTLrws t Ot2-gEc ON q i- 7-z9 Existing: N/ A Phone: (VV 3) 2.9,9 • 310 0 Fax: ( ) New: 'S APPLICANT . ❑ CONTACT PERSON NOTICE Business name: M i L.p1 l6N G-e ' All contractors and subcontractors are required to be Contact name: SN���� licensed with the Oregon Construction Contractors Board under ORS 701 and may be required to be licensed in the Address: a-u J t:- () SV4 vEL-kN > 'j- Stu IV) jurisdiction in which work is being performed. If the City /State /ZIP: T4 At t O IL p � 911,23 applicant is exempt from licensing, the following reasons apply: Phone: (3 3) a `T . O 552 Fax:: (503 OZ44 . 0+19 - E -mail: G NMi 6 t C. 6 • . CONTRACTOR Business name: C I r( c 'Ku c s t I NC - BUILDING PERMIT FEES* Address: -1 6 51N K.143L LA ) t - r q G ` o p (Please refer hi fee schedule ) Structural Structural plan review fee (or deposit): CQ .3/ City/State/ZIP:Tbra.-rt_p r„ , 0 4 p N *Pi22. FLS plan review fee (if applicable): Phone:( l ( Fax :( ) 7 � , 1. G� I l �- Total fees due upon application: / 3S 1 i U[ CCB lic.: Amount received: Authorized signature: This permit application expires if a permit is not btained within 180 days after it has been accepted as complete. Print name: R ,, Date: �,• (C!. p Z3, * Fee methodology set by Tri -County Building industry ^' "� Service Board. 1:\Building\Permits\BUP PermitApp.doc 12/27/06 440 - 46137(1 I /02 /COM/WEB) ■ • MILDREN DESIGN GROUP, P.C. RECEIVED ARCHITECTURE • SPACE PLANNING 7650 SW Beveland Street, Suite 120 FEB 2 2 2008 Tigard, Oregon 97223 Voice: 503-244-0552 Fax:503- 244 -0417 CITY OF TIGARD • BUILDING DIVISION LETTER OF TRANSMITTAL To: City of Tigard Date: - February 15, 2008 Attention: Building Department Copy to: Project Name: Pacific Crossroads Corporate Center Project Number: 106244 • - BUILDING A Attached items: Description: 1 Permit Application 2 sets Permit Set Submittal - A0.1, A1.1, A1.2, A3.1, A3.1, A4.1, A4.2, A5.1, S1.0, S2.1, S4.1, S5.1, S5.2 1 set Specifications 2 sets Structural Calculations 1 copy TVFR Building Survey 1 copy Energy Code. Summary 1 copy Stormwater Report 2 sets A1.1, C1.0 & C1.1 X For your use - For approval For your review _ As requested Remarks: Signed: Betty K. Sheppeard • Mailed To be picked up X Delivered via MDG P: \106244 \wp \trCity of Tigard- Building Permil.l.wpd III q RECEIVED Building Division g FEB 2 2 2008 Plan Submittal Requirements TIGARD Commercial & Multi- Family - New, Additions or Alterati CITY OF TIGARD ' l1ILDING DIVISION 1. SITE PLAN (fully dimensional, drawn to scale) labeled with: A. ❑ map & tax lot # ❑ project name ❑ site address ❑ suite number ❑ zoning ❑ applicant name ❑ phone number B. North arrow. C. Scale (architectural or engineering only). D. Street names. E. Setbacks. F. Parking, including disabled access. G. Finished floor elevations. 2. EROSION CONTROL PLANS AND DETAILS. 3. BUILDING PLANS: See the "Plan Submittal Requirement Matrix" for the number of plans required based on submittal type (no redlines or tape -ons accepted). All details listed below shall be incorporated into the plans: A. Scale (architectural or engineering only). B. Foundation plan. C. Floor plan(s). D. Cross sections. E. Reflective ceiling plan. F. Seismic bracing detail for suspended ceiling. G. Roof plan. H. Exterior elevations. I. Structural calculations, plans, details and specifications. J. Accessibility barrier removal worksheet. -4 N o-r (E au..► p K. Deposit - based on valuation of project. 4. EXTRA SET OF THE FOLLOWING: A. Two (2) copies of site plan to include vicinity map. B. One (1) copy of erosion control plan with details. C. Fire Department Building Survey, and full set of architecture drawings. I: \Building \Pemvts \BUP -COM PermitApp.doc 02/23/07 • RECEIVED 11111 - ° Building Division FEB 2 2 2008 Plan Submittal Requirement Matrix CITY OF TIGARD TIGARD Commercial & Multi- Family - New, Additions or Alterag QEnING DIVISION Type of Submittal # of Plans (Includes new, additions and alterations.) Required at Submittal Demolition Permit 2 (site plan required showing location and square footage of all buildings to be demolished) Site Work 2 (must include location of all accessible parking) Plumbing (site utilities) 2 Building tt Fire Protection System 2 ** Mechanical 2 Plumbing (building fixtures) 2 Electrical 2 Plan review is dependent upon submittal of a completed application and plans. After plan review approval, the Plans Examiner will contact the applicant to request additional sets of plans for distribution purposes (for contractor, City of Tigard, Washington County, and Tualatin Valley Fire & Rescue) * For over - the - counter commercial tenant improvements, submit 2 sets of plans. ** "New" fire protection systems require that plans bear the original seal of an Oregon licensed fire suppression engineer, or NICET level "3" technicians. I: \Building \Permits \BUP -COM PermitApp.doc 02/23/07 • RECEIVED ° Building Division Memorandum FEB 2 2 2008 Fire Department Building Survey and Plans TIGARD CITY OF TIGARD BUILDING DIVISION TO: Commercial Building Permit Applicants FROM: Brian Blalock, Building Official Community Development - Building Division DATE: January 1, 2007 SUBJECT: Fire Department Building Survey and Plans Under the provisions of the Uniform Fire Code with Tualatin Valley Fire and Rescue amendments, a provision of their amendment requires the applicant submit with the building permit application the attached Fire Department Building Survey and Plans. Instructions for completing the form can be found at the Tualatin Valley Fire and Rescue Web site at www.tvfr.com. At the top of the page, click on Departments and select New Construction under Fire Prevention. The Building Survey Form Instructions are listed under Building Survey. If you have any questions relating to the preparation, or questions relating to a term, please call Mr. John Dalby at 503 - 356 -4700. • • • • I:\ Building \Forms \FireSurveyMemo.doc 01/03/07 • • RECEIVED • APPENDIX III -F or T@ G 2008 APPENDIX III -F CITY OF TIGARD BUILDING DIVISION FIRE DEPARTMENT BUILDING SURVEY AND PLANS SECTION 1 — SCOPE Fire Department Connection locations Under Ground Location and size of water mains used for fire ' When a building permit is required by Oregon Structural protection (Public and Private) Specialty Code, building survey and plans for use by the fire Above ground and below ground tanks (Flammables, department, shall be prepared by the permit appellant and Combustibles, Chemicals, LPG, Propane, Cryogenics, submitted to building department for routing to the fire etc.) Material within the tank and size shall be department in accordance with the provisions of Appendix indicated. Chapter 1I1 -F, at the time of issuance of the permits. Fences with gates (access points) Exceptions: 1. Remodels or tenant modifications where no Interior of the building changes or modifications are made to the items listed in Area Separation Walls Section 3 of this Appendix. Occupancy classifications and occupancy separation walls 2. Group R, Division 3 Occupancies. 3. Agricultural buildings as defined in ORS Section 455.315. Corridors and hallways 4. Structures housing Group B, F, M, R, S and U Rated corridors shall be indicated Occupancies that are less than 4000 square feet ground Unprotected openings in floors floor area or less than 20 feet from the lowest finished Unprotected stairways, escalators, etc. Protected stair enclosures floor to the highest finished ceiling. Protected shafts (Elevator, etc. ) Horizontal Exits and exit enclosures and extensions from enclosed stairway systems SECTION 2 — BUILDING SURVEY Location of fire protection system controls See the attachment to this Appendix Chapter for the building Location of fire alarm system panels survey form. Location of electrical main disconnect Note: Upon request the survey form and a set of Location of domestic water shut off valve Location of main natural gas shut of valve instructions can be obtained from the fire department. Location of tanks above or below the floors their size and SECTION 3 — PLANS DOCUMENTATION contents. Plans shall contain, but shall not be limited to, the following General Plan information information: Name and address of the building Type of Construction per OSSC Building Exterior Edition Date of Code and date built Direction arrow (North) Property lines Architectural firm or individual that prepared the plans Building foot print Address and phone #. Access Roads (Required access roads shall be indicated) Fire Hydrant locations Fire Marshal's Offices l ® North Division South Division East Division /L 14480 SW Jenkins Rd. 7401 SW Washo Court 624 7th Street LLL111 Beaverton, OR 97005 Tualatin, OR 97062 Oregon City, OR 97045 Tualatin Valley (503) 356 -4799 (503) 612 -7000 (503) 657 -1365 Fire &. Rescue Fax (503) 644 -2241 Fax (503) 612 -7003 Fax (503) 657 -7913 Page 1 of2 Building Survey Report FMZ • (to be filled out by TVF &R) Code Edition: Name of Facility: TAc1F LC CP_ossp-o t4DS a4.. RATE Cenrrs2 Name of Building: /1-t t `-A t ^iG A Address: Owner: CEaA rd 111,--Ls vE Le - Ptut E N -r Telephone No. (503) ,291. - 3100 Architect: MIL-PP 1 Telephone No. (5b3) _t2 • O S52, Architect Address: gIS 5 W - i 36- \"'I-A 141 " S 31 " r€ 120 — 1 - TC� Al 2 - d1 ,tt3 COMM . .. . DESCRIPTION.: . ... , 1. Occupancy Type 13 'Use ONCE Capacity 5 2. Construction Type V - Year Built 2,0e% 3. Area (Sq. Ft.) Total 5 , o 41 -5F Largest Floor NIA Basement N o �,/ 4. Stories No. I Height Z(j • - High Rise ❑Y LJ N 5 a. Exterior Wall Construction '$W -tc- v gN � o r.r W eon ulQ b. Opening Protection NONE f"'F GU 1 P 1 El> 6. Interior Wall Construction CO o I NTrcp -t012 + V V��1 -3' t,WbQ/ �tlIS 1G le-wi 1r 7. Floor Construction C NC tiarTE cS�Nes ON G-12-0. pE 8. Roof Construction 9Rvt t� -t � � FooF OJc t W o Neill- I. Jeis 9. Attic Draft Stops No. No Nc 10a. Occ. Sep. Wall Construction No. N b. Opening Protection N aNIE I la. Area Sep. Wall Construction No. N a NF b. Opening Protection N ONE 12a. Smoke Barrier Wall Construction No. 1\101.1f N b. Opening Protection IV 0 N V 13a. Corridor Wall Construction N o N ff b. Opening Protection 1\‘O N� 14a. Corridor Ceiling Construction NO Nc b. Opening Protection Neu 15a. Shafts No. NONE IType b. Opening Protection NONE Building Survey Report FMZ • (to be filled out by TVF&R) Name of Facility: � Ct Ft C apse Fz -o�ps C P�'QoP -Pa C r 1 IFE - - tt_pthlf ik ITEM COMM; ; • DESCRIPTION' 16a. Stair Enclosure No. 1 �F b. Opening Protection I N e N 17. Stairs No. NO 18. Ramps No. V. I 6 r4€ 19. Interior Finish Class Room N N E Corridor Exit Enclosure 20. Exits No. z Total Width 21. Exit Hardware Type e►N FV ►ClES 1NnK t.ts: - t t 22a. Exit Signs/Illumination NeNc VkNDE tz T .s rt b. Emergency Lighting N uv its — TE-t 2 4w4 trt 23. Auto Sprinkler Coverage 6 N 24. Standpipe Class/Locations Iv o N V 25. Fire Alarm Type/Coverage N ON E 26. Heating, Ventilation & Air Conditioning Type Fuel 27. Electrical Installation l�t_F crt2t C A L S PA? t CE MO Ill NtE• ON eMe1 28. Stage/Platform ante 29. Hazardous Area O N E 30. Other Comments: Alternate Materials & Methods • - :TVF &R'Use _Only,: 7 Inspected-By: _' ' l 'Date No Attachments ;Reviewed; By: • Updated. I I i ' Commercial Application Checklist City of Tigard I I NI ° 13125 SW Hall Blvd., Tigard, OR 97223 Phone: 503.639.4171, Fax: 503.598.1960 RECEIVED TIGARD Internet address: www.tigard - or.gov FEB 2 2 2008 PROJECT INFORMATION Project name: n a Ctt= , C C(L OSS( 1 -O Ps D3 Ce( l.,eNT� I°— FIB � L15108lON Address: 020/7R101$050 SO Pc-OR-6 Srcai I City:11'6 ft, State: o I ZIP: Scope of work: 3 NEVI i sror2 -y Stt E1-1.- but LQ 11∎1 V - Is , k SF k NI° ©«upaNCq Reference no.: Map and tax -lot no.: X51 3 (o C t) 50 1ccL Contact person name: 93 - rr i s rtm g4,12-.p Company: M ,,., ni ES r U,v cyzoik Phone: 5 z q4. o55z. Fax: 5 .9t44. 0419- Cellular phone: E -mail: W-rr @ MD C -C PC. Con/ NOTES AND INSTRUCTIONS • The purpose of this checklist is to help define a complete submittal package for the scope of work. Plan review will not take place until a complete package is submitted. • This checklist can be used for all commercial construction projects, including new construction, additions, alterations and tenant improvements. • For complex projects, applicants should use the "location" space to note the item's location and page number from the plans or the specification book. • It is not necessary to duplicate submittal information, even if it is asked for in multiple sections. • In the checklist, "Required" means that the applicant must provide this information for plan review. • In the checklist, "P" means — • if checked by the applicant — the information is provided for the plan review. • if checked by the plans reviewer — this information is required for the plan review. • In the checklist, "NA" means that the information does not apply. • Choose only those sections of the checklist that apply to your scope of work. Section 1.0, "General Project Data," must be included with each _.roject submitted. PRE- SUBMITTAL PROCESS An applicant may request a pre - submittal meeting with representatives of the jurisdiction in which the project will be built. The meeting may take place during the conceptual, schematic, or in- progress phase, or when the applicant has completed plans. INDEX OF CHECKLIST SECTIONS 1.0 General project data Page 2 7.0 Mechanical data (Types I and II 2.0 Civil data Page 2 kitchen -hood permits) Page 6 3.0 Architectural data Page 3 8.0 Plumbing data Page 7 4.0 Structural data Page 4 9.0 Electrical data Page 8 5.0 Mechanical data (new construction, tenant 10.0 Fire - suppression data Page 9 improvement, gas - piping permits) Page 5 11.0 Fire - detection and fire -alarm data Page 9 6.0 Mechanical data (additional or replacement 12.0 Re -roof installation data Page 10 rooftop- equipment installation permits) Page 6 13.0 Jurisdictional requirements Page 10 This checklist is for building department jurisdictions in Clackamas, Multnomah, and Washington counties. 440 -2734 (8/01 /WEB /COM) I:\Building \Fortes \COM - Checklist- MEC.doc 01/18/06 • • SECTION 1.0 — GENERAL PROJECT DATA • Construction documents Location (sheet number or spec section) 1.1 ® Required No. of sets of plans: New: 1 TI: 2 1.2 ® Required Cover sheet title block AD-1 1.3 ® Required Cover sheet vicinity map 1.4 ® Required Cover sheet plan index AD • 1 1 . 5 [ ' P ❑ NA Code summary tt O. I 1.6 ['P ❑ NA Deferred submittal summary A 0 • I 1.7 I 'P ❑ NA Professional stamp and signature A0. 1 1.8 Err ❑ 'NA Fire and life- safety plan A R - I 1.9 Q' P ❑ NA Landscape plan L I —+ ' Fa4NA tr 1.10 [vi'P ❑ NA Landscape specifications • Spec $ �ole– Supporting documents Notes 1.20 ❑ P ❑ NA Land -use or planning actions 1.21 ❑ P ❑ NA Required fire -flow calculations • 1.22 - ❑ P ❑ NA Fire- hydrant flow -test report 1.23 [ 'P ❑ NA Fire department or fire district building survey report Tv -Fle-. 13u SURVE.I 1.24 ❑ P ❑ NA Material safety data sheets (MSDS) SECTION 2.0 — CIVIL DATA Construction documents Location (sheet number or spec section) • 2.1 ® Required Site plan ALL 2.2 ® Required Site utility plan CR 0 2.3 ® Required Grading plan C 1 • 0 2.4 ® Required Erosion - control plan C 1 •0 2.5 ❑ P ❑ NA Utility -vault location and details Supporting documents Notes 2.20 (Fr ❑ NA Geotechnicallsoil engineer report . ape 13..ot= 2.21 [g ❑ NA Storm -water calculations PTO WAT ( Pepe, pi- 2.22 ❑ P ❑ NA Site retaining -wall structural calculations - 2.23 ❑ P ❑ NA "Assurance of Compliance" with environmental rules .... • 440 -2734 (8 /01/WEB /COM) Tri -County Commercial Application Checklist 2 For use in building department jurisdictions in Clackamas, Multnomah, and Washington Counties i:\Building \Forms \COM- Checklist.doc SECTION 3.0 — ARCHITECTURAL DATA Construction documents Location (sheet number or spec section) 3.1 ® Required Floor plan(s) I 3.2 ® Required Transverse and longitudinal cross sections •R4-• I 3.3 ® Required OSSC Chapter 11 accessibility requirements 3.4 ❑ P ETNA Interior elevations 3.5 [►rf ❑ NA Exterior elevations A3• I 3.6 ErP ❑ NA Roof plans 4a. • 1 3.7 Ertl ❑ NA Exterior wall sections and details .A -. 2' AS• I 3.8 ❑ P [1NA Reflected ceiling plan(s) • 3.9 ❑ P ETNA Fire -rated construction details 3.10 ❑ P ❑ NA Energy code compliant construction details and specifications 3.11 [ " P ❑ NA Door schedule - I 3.12 ❑ P [v]'NA Glazing schedule 3.13 ❑ P ["NA Furniture plan Supporting documents Notes 3.20 . 1E1 7 P ❑ NA Energy code compliance forms /calculations Cob. -F P-wts 3.21 ❑ P ❑ NA Material safety data sheets (MSDS) 3.22 ❑ P ❑ NA Hazardous materials inventory statement (HMIS) 3.23 ❑ P ❑ NA Hazardous materials management plan (HMMP) 3.24 ❑ P ❑ NA Written fire and life- safety evacuation plan for area of rescue assistance 3.25 ❑ P ❑ NA Active and passive smoke - control information • 440 -2734 (8 /01/WEB /COM) Tri- County Commercial Application Checklist 3 For use in building department jurisdictions in Clackamas, Multnomah, and Washington Counties i:\Building \Forms \COM- Checklist.doc • • SECTION 4.0 — STRUCTURAL DATA Construction documents Location (sheet number or spec section) 4.1 ® Required Structural cover sheet SI • D 4.2 ErP ❑ NA Foundation plan - I 4.3 ❑ P p' NA Under -slab mechanical plan 4.4 ❑ P p'NA Under -slab electrical plan 4.5 ❑ P [ANA Under -slab plumbing plan 4.6 ❑ P I"NA Floor framing plan 4.7 ❑'P ❑ NA Roof framing plan _ - I 4.8 ❑ P I 'NA Structural elevations 4.9 I3'• P ❑ NA Structural details and cross sections S 1 155.8- 4.10 ❑ P [ NA Standpipe information 4.11 [2 4 ❑ NA Special inspector /structural observation matrix 51 b Supporting documents Notes 4.20 1 r ❑ NA GeotechnicaUsoil engineer report GGo-rec4{ po Rt - Spe 4.21 ❑ P ❑ NA Site - specific seismic hazard report ►F- 4.22 ❑ ❑ NA Design narrative 4.23 Q P ❑ NA Structural calculations 5r12LkCr RAL. LA noK, 440 -2734 (8 /01/WEB /COM) Tri- County Commercial Application Checklist 4 For use in building department jurisdictions in Clackamas, Multnomah, and Washington Counties i:\BuildingWorms\COM-Checklist.doc SECTION 5.0 — MECHANICAL DATA (New construction, 'tenant improvement, gas piping permits) Construction documents Location (sheet number or spec section) 5.1 ® Required Floor plan 5.2 ® Required Equipment schedule 5.3 0 P ❑ NA Site plan 5.4 ❑ P ❑ NA Under -slab mechanical plan 5.5 ❑ P ❑ NA Roof plan 5.6 ❑ P ❑ NA Fuel gas piping plan 5.7 ❑ P ❑ NA HVAC equipment and duct plan(s) 5.8 ❑ P ❑ NA Roof access details 5.9 ❑ P ❑ NA Duct smoke detector plans 5.10 ❑ P ❑ NA Fire /smoke damper locations 5.11 ❑ P ❑ NA Smoke control plan 5.12 ❑ P ❑ NA Outside air (OSA) table 5.13 ❑ P ❑ NA Refrigeration equipment and piping plan 5.14 ❑ P ❑ NA Kitchen equipment plan 5.15 ❑ P ❑ NA Type I and/or Type II kitchen hood plan (see Section 7.0 — Mechanical Data) - 5.16:: ❑ P ❑ NA Fume /vapor hood plan 5.17 ❑ P ❑ .NA Process piping /product and/or exhaust- conveying duct plan 5.18 ❑ P ❑ NA Fire -rated construction details 5.19 ❑ P ❑ NA Equipment hanger /fastener details Supporting documents Notes 5.20 ® Required Structural calculations for vertical loads and lateral loads for equipment weighing over 400 pounds 5.21 ❑ P ❑ NA Equipment manufacturers' catalog "cut sheets" or specifications 5.22 ❑ P ❑ NA Outside air (OSA) calculations 5.23 ❑ P ❑ NA Smoke - control calculations 5.24 ❑ P ❑ NA Combustion air calculations 5.25 ❑ P ❑ NA Fuel gas piping sizing calculations 5.26 ❑ P ❑ NA Make -up air calculations 5.27 ❑ P ❑ NA Energy code compliance forms 5.28 ❑ P ❑ NA Boiler information 440 -2734 (8 /01/WEB /COM) Tri -County Commercial Application Checklist 5 For use in building department jurisdictions in Clackamas, Multnomah, and Washington Counties i:\Bu i lding\Forms\COM -Check l ist. doc • • SECTION 6.0 — MECHANICAL DATA (Additional or replacement rooftop installation hermits) Construction documents Location (sheet number or spec section) 6.1 ® Required Roof plan 6.2 ❑ P ❑ NA Roof framing plan 6.3 ❑ P ❑ NA Fuel gas piping plan 6.4 ❑ P ❑ NA Roof access details Supporting documents Notes 6.20 ® Required Structural calculations for vertical loads and lateral loads for equipment weighing over 400 pounds 6.21 ❑ P ❑ NA Equipment manufacturers' catalog "cut sheets" or specifications • 6.22 ❑ P ❑ NA Fuel gas piping sizing calculations 6.23 ❑ P ❑ NA Energy code compliance forms SECTION 7.0 — MECHANICAL DATA (Type I and Type II kitchen hood permits) Construction documents Location (sheet number or spec section) 7.1 ® Required Site plan 7.2 Z Required Floor plan(s) 7.3 ® Required Kitchen equipment plan 7.4 ® Required Kitchen equipment and hood elevations • 7.5 ❑ P ❑ NA Roof plan 7.6 ❑ P ❑ NA Cross sections through hoods, ducts and shafts 7.7 ❑ P ❑ NA Fire -rated construction details 7.8 ❑ P ❑ NA Fire suppression details Supporting documents Notes 7.20 ® Required Structural calculations for vertical loads and lateral loads for equipment weighing over 400 pounds 7.21 ® Required Make -up air calculations 7.22 ❑ P ❑ NA Equipment manufacturers' catalog "cut sheets" or specifications 7.23 ❑ P ❑ NA Hood/grease extractor listing documentation 7.24 ❑ P ❑ NA Hood /grease duct sizing calculations 7.25 ❑ P ❑ NA Fire suppression information 440 -2734 (8 /01/WEB /COM) Tri- County Commercial Application Checklist 6 For use in building department jurisdictions in Clackamas, Multnomah, and Washington Counties i:\Building\Forms\COM-Checklistdoc • SECTION 8.0— PLUMBING DATA • • . • . Construction documents E t • Location (sheet number or spec section) 8.1 ® Required Floor plan(s) 8.2 ® Required Piping and material schedule 8.3 ® Required Equipment layout plan 8.4 ® Required Fixture schedule 8.5 El P ❑ NA Site utility plan 8.6 ❑ P ❑ NA Building cross section 8.7 ❑ P ❑ NA Rise diagram 8.8 ❑ P ❑ NA Roof plan 8.9 ❑ P ❑ NA Back flow prevention location • 8.10 ❑ P ❑ NA Irrigation plan 8.11 ❑ P ❑ NA Fire -rated construction details 8.12 ❑ P ❑ NA Under -slab plumbing plan Supporting documents Notes 8.20 ® Required Structural calculations for vertical loads and lateral loads for equipment weighing over 400 pounds 8.21 ❑ P ❑ NA Equipment manufacturers' catalog "cut sheets" or specifications 8.22 ❑ P ❑ NA Utility maintenance agreements 8.23 ❑ P ❑ NA Water supply calculations 8.24 ❑ P ❑ NA Sanitary system calculations 8.25 ❑ P ❑ NA Irrigation demand calculations 8.26 ❑ P ❑ NA Roof drain and storm water calculations 440 -2734 (8 /0I/WEB /COM) Tri- County Commercial Application Checklist 7 For use in building department jurisdictions in Clackamas, Multnomah, and Washington Counties i:\Building \Forms \COM- Checklist.doc • • • SECTION 9.0 — ELECTRICAL DATA.. Construction documents Location (sheet number or spec section) 9.1 ® Required No. of sets of plans: 2 9.2 ® Required Floor plan(s) 9.3 ® Required Electrical load calculations 9.4 .® Required One line diagram 9.5. ® Required Feeder riser diagram 9.6 ® Required Available fault current information 9.7 ® Required Panel schedule(s) 9.8 ❑ P ❑ NA Site electrical plan 9.9 ❑ P ❑ NA Fire -rated construction details 9.10 ❑ P ❑ NA Lighting plan 9.11 ❑ P ❑ NA Emergency power system and emergency lighting plan 9.12 ❑ P ❑ NA Under -slab electrical plan Supporting documents Notes 9.20 ® Required Structural calculations for vertical loads and lateral loads for equipment weighing over 400 pounds 9.21 ❑ P ❑ NA Energy code compliance forms and calculations for lighting 9.22 ❑ P ❑ NA Emergency power system specifications 9.23 ❑ P ❑ NA Feeder riser information 9.24 ❑ P ❑ NA Lighting equipment manufacturers' catalog "cut sheets" or specifications • • • • • • 440 -2734 (8 /01/WEB /COM) Tri- County Commercial Application Checklist 8 For use in building department jurisdictions in Clackamas, Multnomah, and Washington Counties 1:\Building \Forms \COM- Checklist.doc 1 SECTION 10.0 - FIRE SUPPRESSION DATA Construction documents *- wet.' LE Q Location (sheet number or spec section) 10.1 ® Required Floor plan(s) 10.2 ® Required Sprinkler piping plan(s) 10.3 ❑ P ❑ NA Site plan 10.4 ❑ P ❑ NA Standpipe information 10.5 ❑ P ❑ NA Back flow prevention information 10.6 ❑ P ❑ NA Reflected ceiling plan(s) 10.7 ❑ P ❑ NA Transverse and longitudinal cross sections 10.8 ❑ P ❑ NA Fire -rated construction details 10.9 ❑ P ❑ NA Specialty fire suppression system plans and list of systems Supporting documents Notes 10.20 CO Required Structural calculations for vertical loads and lateral loads for equipment weighing over 400 pounds 10.21 ® Required Equipment manufacturers' catalog "cut sheets" 10.22 ❑ P ❑ NA Hydraulic calculations 10.23 ❑ P ❑ NA Specialty fire suppression system information SECTION 11.0 - FIRE DETECTION AND ALARM DATA Construction documents Location (sheet number or spec section) 11.1 ®Required Floor plan(s) 11.2 ❑ P ❑ NA Site plan 11.3 ❑ P ❑ NA Reflected ceiling plan(s) 11.4 ❑ P ❑ NA Transverse and longitudinal cross sections 11.5 ❑ P ❑ NA Wiring schematic 11.6 ❑ P ❑ NA Elevator recall information 11.7 ❑ P ❑ NA Operational matrix 11.8 ❑ P ❑ NA Fire -rated construction details 11.9 ❑ P ❑ NA Standard electrical notes Supporting documents Notes 11.20 ® Required Structural calculations for vertical loads and lateral loads for equipment weighing over 400 pounds • 11.21 ® Required Equipment manufacturers' catalog "cut sheets" 11.22 ® Required Installer certification information 11.23 ❑ P ❑ NA Battery calculations 11.24 ❑ P ❑ NA Sample fire alarm log book 11.25 ❑ P ❑ NA Emergency power system specifications 11.26 ❑ P ❑ NA Monitoring station information 11.27 ❑ P ❑ NA Voltage drop calculations 440 -2734 (8 /O1/WEB /COM) Tri -County Commercial Application Checklist 9 For use in building department jurisdictions in Clackamas, Multnomah, and Washington Counties i:\Building \Forms \COM- Checklist.doc SECTION 12.0 — RE -ROOF INSTALLATION DATA Construction documents Nag I L ► c Le Location (sheet number or spec section) 12.1 ® Required Site plan or building location map 12.2 ® Required Occupancy classification 12.3 ® Required Type of construction 12.4 ® Required Minimum roof class required 12.5 ® Required Class of roofing to be installed 12.6 ® Required Roof plan 12.7 ❑ P ❑ NA Parapet and scupper cross section(s) Supporting documents Notes 12.20 ® Required Pre -re -roof inspection report 12.21 ® Required Roofing system listing information 12.22 ® Required Roofing manufacturer's catalog "cut sheets" 12.23 ❑ P ❑ NA Structural calculations 12.25 ❑ P ❑ NA Structural engineer's report SECTION 13.0 — JURISDICTIONAL – SPECIFIC REQUIREMENTS Construction documents Item Location (sheet number or spec section) 13.1 ❑ P ❑ NA ❑ Required 13.2 ❑ P ❑ NA ❑ Required 13.3 ❑ P ❑ NA ❑ Required • 13.4 ❑ P ❑ NA ❑ Required 13.5 ❑ P ❑ NA ❑ Required 13.6 ❑ P ❑ NA ❑ Required . . 13.7 ❑ P ❑ NA ❑ Required 13.8 ❑ P ❑ NA ❑ Required • 13.9 ❑ P ❑ NA ❑ Required 13.10 ❑ P ❑ NA ❑ Required • 440 -2734 (8 /0I/WEB /COM) Tri -County Commercial Application Checklist 10 For use in building department jurisdictions in Clackamas, Multnomah, and Washington Counties i:\Building\Forms\COM-Checklist.doc (� nn Form 2a Project Name: a< «` C G- OsspoRps 061 CerfrlR- - 14LLpiNC� A Page: 1 SUMMARY "J. IlLIZ.. Project 1. Project Na = T ` •s :. _ - - t: c: - : �. ' 2. Project AddresT 2 9,700B $b20 SO ? AE( €. SrQtet I 3. City/Town 1i�ap p_-r 5. County H -6� 4. Building, GrOgAE ft2 Ts o � ,a , IN1Si OW' 41 SF 6. No. of Floors 7. Constructi�- B ite-Ehevation Above 2,000 ft? ❑ YES LWN ) Attached Chapter Type ID Description . Attach Forms and Building Envelope Form 3a Building Envelope - General Worksheets 3b Prescriptive Path - All Climate Zones ar * CodeComp Report for Simplified Trade -off ❑ • In lieu of 3b * Floppy disc with .occ CodeComp file ❑ Check boxes to Worksheet 3a Wall U- factor ❑ indicate attached 3b Roof U- factor ❑ forms and 3c Floor U- factor ❑ worksheets 3d Window /Skylight Schedule ❑ Systems Form 4a Systems - General ❑ 4b Complex Systems ❑ Worksheet 4a Unitary Air Conditioners - Air Cooled ❑ 4b Unitary Air Cond. - Water & Evap Cooled ❑ 4c Unitary Heat Pump - Air Cooled ❑ 4d Unitary Heat Pump - Water Cooled ❑ 4e Packaged Terminal A.C. - Air Cooled ❑ • 4f Packaged Terminal Heat Pump - Air Cooled ❑ 4g Water Chilling Pkgs - Water & Air Cooled ❑ 4h Heat Rejection Equipment ❑ 4i Boiler - Gas -Fired and Oil -Fired ❑ 4j Furnace & Unit Heaters - Gas and Oil -Fired ❑ 4k Simultaneous Heating and Cooling ❑ 41 Air Transport Energy ❑ 4m Natural Ventilation ❑ Lighting Form 5a Lighting - General ❑ 5b Interior Lighting Power - Tenant Method ❑ . 5c Int. Ltng. Power - Space -by -Space Method ❑ Worksheet 5a Lighting Schedule ❑ 5b Interior Lighting Power ❑ Applicant 7. Name e ' ikal tw p, P- 10. Telephone 5b3•244.0 8. Company , LD 1I ..1i4.=,160.1 p.o,A 11. Date Z • lS • otp 9. Signature Attached No. of Pages Description of Documentation Document- l � L . lni pcR -MANCE A1.4 ation 2-1 Compliance with OSSC, effective 01/01/05 Form 3a Project Name: .c t Fi c CFssizoa. l eig-p Page: BUILDING ENVELOPE - GENERAL Cie"TEle Check all boxes 1. Exceptions (Section 1312) that apply. p No Envelope Components. The building plans do not call for new or altered building envelope Z ponents, e.g., walls, floors or roof /ceilings. Non- conditioned Building. The proposed structure has no spaces heated or cooled by an HVAC system. Exceptions 0 Exception. All new or altered building envelope components do not comply with the Discussion of qualifying requirements, Section 1312, but qualify for Exception: ❑ -1 D -2 D -3 D -4 0 -5 exceptions in Portions of the building that qualify: instructions section. Plans /Specs Show compliance by The plans /specs show compliance in the following locations: including a drawing sheet, detail number, specification section 2. Air Leakage (Section 1312.1.1) and /or subparagraph. p Plans require penetrations in building envelope are sealed and windows and doors are caulked, gasketed or weatherstripped. The plans /specs show compliance in the following locations: SP� Sec -clop 0841 3. Syspended Ceiling (Section 1312.1.2.1) Complies. Building plans do not show suspended ceilings used to separate conditioned space from unconditioned space. No exceptions permitted. 4. ecessed Light Fixtures (Section 1312.1.2.2) Complies. The building plans do not show recessed light fixtures installed in ceilings separating conditioned spaces from unconditioned spaces. 0 Exception. The building plans require that fixtures installed in direct contact with insulation be insulation coverage (IC) rated. The plans /specs show compliance in the following locations: 5 .o isture Control (Section 1312.1.4) Complies. A one -perm vapor retarder is installed on the warm side (in winter) of all exterior floors, walls and ceilings, and a ground cover installed in the crawl space of both new and existing buildings where insulation is installed. The plans /specs show compliance in the following locations: Sec 5 c 0 3 I C 10 1 R- 10 ❑ Exception. All new or altered building envelope components do not comply with the vapor retarder requirements of the code, but qualify for an exception. Note applicable exception. Section 1312.1.4, Exception: D -1 D -2 Portions of the building that comply: Climate 6. limate Zones Zones or Zone 1 - A building site is in Climate Zone 1 if its elevation is less than 3000 feet above sea level and it is in one of the following counties: Benton, Columbia, Clackamas, Clatsop, Coos, Curry, Douglas, Jackson, Josephine, Lane, Lincoln, Linn, Marion, Multnomah, Polk, °r, a Tillamook, Yamhill, or ashingto D Zone 2 - Building sites no in one 1, or where construction site elevation is 3000 feet or toklhigher in Zone 1, are in Zone 2. 3 -1 Compliance with OSSC, effective 01/01/05 • Form 3b Project Name: c tr tC CR ossp• ores Page: 3 PRESCRIPTIVE PATH Opp Cat tre,2 - t.-P4 A Part 1 of 4 CLIMATE Zone 0-1 or 0 -2 (select one) Exterior Wall • Window Area Area Glazing Maximum Glazing (total rough frame ft2) (gross ft2) % Fraction Complies Glazing Conditioned ) .51.11-S4 + Percent Space • 412- sco x 100 = 34-.18 \les Calc- lllatiOn Semi - Conditioned + X 100 = Space See instruction section for a Conditioned discussion of glazing percent Mechanical + X 100 = calculation. Penthouse Windows Window Max Minimum Shading Window Minimum From Work- (from Worksheet 3d) U- Factor' Assembly (from Worksheet 3d) Coefficient Assembly sheet 3d, place the highest . 33 0 , i g O Overall Window U -Value Com Iles U- factor and p es SC Complies ES highest Center - Required of - Glass SC. Or Minimum Required Minimum check minimum Assembly (Fixed Assembly assembly and Windows) identify window. Required Mini- • mum Assembly (Operable • Windows and Curtainwall) The plans /specs show window compliance in the following locations: I F' C -- i?T;nol.t OBSoo ANb AT1i1scri 'b -- A c "bpfc p- mott4CE• b 4T0. Notes ''From Worksheet 3d, place the highest Overall Window U- factor or check (Minimum Assembly). See 'Window Requirements'. in table on the following page for specific MA requirements. Excel version will automatically insert minimum assembly requirements or greatest U -value from 2 From Worksheet 3d, place the highest 'center-of-glass" shading coefficient (SC) for glass or check MA (Minimum Assembly). See 'Window Require- ments' in following table for specific MA requirements. Excel version will automatically insert minimum assembly requirements or greatest SC from Worksheet 3d. Shading Coefficient (SC) can be calculated from Solar Heat Gain Coefficient using the equation: SC = SHGC • 0.87. Manufacturers data may also be used to document SC. • Walls R -Value Wall / Insulation Type Insulation Only U-Factor See instructions for a discussion NTT N S IA I t O ^J p---11 or of wall require- ments. • or • or or or or Below R -Value Grade Walls Insulation Only U- Factor B elow -Grade Walls See instructions (Min. R -7.5) (Max. 0.11 ) fora discussion of IN ` I I or I f ; l f requirements. Notes 3 Submit Worksheet 3a for each calculated assembly U - factor Laay ■ 3 -2 • Compliance with OSSC, effective 01/01/05 • l Form 3b Project Name: TAc Inc 0 osspogpc Cotes Pagel PRESCRIPTIVE PATH Cow-re-12- - t1-pttv.e ' Part 2 of 4 Code Requirements - Zone 1 • Discussion of these requirements in the instruction section. ZONE 1 Wall Requirements Window Requirements Max. Max. Glazing R -Value Max. U- Shading Fraction Wall / Insulation Type Insulation Only U- Factor Factor Coefficient Up to 15% CMU 'Masonry w/iintegral loose fill insulation N/A or 0.300 Masonry or concrete w /cont. exterior insulation 1.4 or 0.300 0.540 0.57 CMU Masonry wfintegral rigid fill insulation WA or 0.210 Masonry or concrete w/interior insulation 11 or 0.130 Up to 30% Masonry or concrete w /cont. exterior insulation 2.8 or 0.210 0.540 0.57 Frame (wood or metal framing) 13 or 0.130 Other (provide short description) 13 or 0.130 CMU Masonry wfintegral rigid fill insulation N/A or 0.210 ilt• Masonry or concrete w/iinterior insulation 11 or 0.130 Up to 40% Masonry or concrete w /cont. exterior insulation 2.8 or 0.210 0.370 0.35 0.35 Frame (wood or metal framing) 13 or 0.130 Other (provide short description) 13 or 0.130 Code Requirements - Zone 2 Discussion of these requirements in the instruction section. ZONE 2 Wall Requirements _ Window Recuirements Wall / Insulation Type Max Max. Glazing R -Value U- Factor Max. U- Shading Fraction Insulation Only Factor Coefficient Up to 15% CMU 'Masonry w/iintegral loose fill insulatio N/A o r 0.300 11 11 Masonry or concrete w /cunt. exterior insulation 1.8 or 0.270 0.500 0.57 CMU Masonry wfintegral rigid fill insulation N/A or 0.160 • Masonry or concrete w/'tnterior insulation 13 or 0.090 Up to 25% Masonry or concrete w /cunt. exterior insulation 4.3 or 0.160 0.500 0.57" Frame (wood or metal framing) 19 or 0.090 Other (provide short description) 19 or 0.090 CMU Masonry wfintegral rigid fill insulation N/A or 0.160 Masonry or concrete w/iinterior insulation 13 or 0.090 Up to 33% Masonry or concrete w /cunt. exterior insulation 4.3 ' or 0.160 0.370 0.43 Frame (wood or metal framing) 19 or 0.090 Other (provide short description) 19 or 0.090 • Notes ° The Simplified Trade-off Approach must be used if glazing fraction exceeds allowable percentages. 5 Minimum weight of masonry and concrete walls = 45 lb/ft2 of wall face area 6 All cores to be filled. At least 50% of cores must be filled with vermiculite or equivalent fill insulation. 7 Prescriptive MA (Minimum Assembly) - For Fixed Windows: double -glazed window with a 0.5 inch air space, low-a coating and aluminum frame. MA shading coefficient description is a tinted outboard pane of glass. For Operable Windows or Curtainwali: double -glazed window with a 0.5 inch air space, low-a coating and thermally broken frame. MA shading coefficient description is a tinted outboard pane of glass. 8 All cores except bond beams must contain rigid insulation inserts approved for use in reinforced masonry walls e Ban insulation installed in metal or wood frame walls shall be insulated to the full depth of the cavity, up to 6 inches in depth. . 10 Prescriptive MA (Minimum Assembly) - For Fixed Windows: double -glazed window with a 0.5 inch argon filled space, low-e coating (e <= 0.05) and thermal break frame. For Operable Windows or Curtainwall: only use Max U- Factor. MA shading coefficient description is a 0.25 - inch thick glass with low-e coating (e <= 0.05) with a tinted outboard pane. \ 11 Prescriptive MA (Minimum Assembly) - For Fixed Windows: double -glazed window with a 0.5 inch air space, low-e coating and aluminum � frame. For Operable Windows or Curtainwall: double - glazed wind with a 0.5 inch air space, low- e coating (e <= 0.1) and thermally 1 ..: ,... . 1) 12 broken frame MA maximum shading coe fficient description is a tinted outboard pane of glass Prescriptive MA (Minimum Assembly) - For Fixed Windows, a double -glazed window with a 0.5 inch argon filled space, low-e coating (e <= 0.05) and thermal break frame. For Operable Windows or Curtalnwalt, only use Max U- Factor: MA shading coefficient description is a 0.25 - Lebo - inch thick glass with low-a coating (e <= 0.05). r - 3 -3 • Compliance with OSSC, effective 01/01/05 • Project Name: et f rte G izp Pa 5 Form 3b Pro 1 � �9sP0gp Page: PRESCRIPTIVE PATH (eNTEI - — t ntG{ - Part 3 of 4 Roofs/ R -Value • Insulation Only U - Factor Ceilings Roof / Ceiling" (Min. R -19) (Max. 0.050) See instructions fora dicussion of jitT 1 N 5 K L P I ow R- 19 or roofs/ceilings. • Notes 11 Write -in a short description for assembly with the lowest insulation R -value or the highest assembly U- factor. 12 Submit Worksheet 3b for each calculated roof /ceiling assembly U- factor. Skylight Area Roof Area Skylight Maximum S 1 t total rough frame ft2) (gross ft2) % 13 Fra omplies Skylights Conditioned Includes glazed Space + X 100 = smoke vents. Semi - See instructions Conditioned + X 100 = for a dicussion of Space _ skylights. Conditioned Mechanical + X 100 Penthouse Skylight Area Roof/Ceiling Area Skylight (total rough (gross ft2) Percent frame ft2) • • Skylights s h h ts lights Max • • m kylights Shading MI - m From place highest (from Wo '. •eet 3d) U Factor" • sembly (from et 3d) Coefficient" • , sembly Overall Vertical 0 • 0 Window U -factor and highest U - Value Complies SC Complies Center - of - Glass SC. Requl • Requl • inimum mum Assembly Assembly The plans /specs show window compliance in the following locations: N I >P • Code Compliance Thermal Performance Shading Coefficient Require- Option Overall Vertical U Factor Center of Glass SC Performance U -1.230 for overall assembly in overhead plane SC -0.47 center -of -glass ments Min. Assembly Double glazed, 0.5 -inch airspace N/A (MA) Notes 13 Skylight percentage area is based on total skylight and smoke vent rough frame area divided by total conditioned roof area. Percentage must not exceed 6 percent of total roof/ceiling area in conditioned building space. The Simplified Trade-off Approach must be used if glazing • fraction exceeds allowable percentages. • 14 From Worksheet 3d, place the highest Overall Vertical U -factor or write -in MA (Minimum Assembly). See "Skylight Requirements" in table above for specific MA requirements. • 15 From Worksheet 3e, place the highest "center -of - glass" shading coefficient (SC) for glass. See "Skylight Requirements" in table above for specific MA requirements. Shading Coefficient (SC) can be calculated from the Solar Heat Gain Coefficient using the equation: SC = SHGC 0.87. Manufacturers data may also be used to document SC. 3 Compliance with OSSC, effective 01/01/05 ti Form 3b Project Name: Actf(C 6 -cAvs ( Page: PRESCRIPTIVE PATH . rn - -1:,v,, L...,,,,,.. , A Part 4 of 4 Floors R -Value See instructions Floors over Unconditioned Spaces Insulation Only U- Factor for a dicussion . of floors. N I /4 or R -Value Heated Concrete Slab Edge Insulation Only Nt I Heated Slab -on -Grade (Section 1312.1.2.4) ❑ Complies. Building plans show insulation extending downward from the top of the slab a minimum distance of 24 inches or downward and under the slab for a combined minimum distance of 24 inches or to the bottom of the thickened edge of the of slabs used as a foundation. The plans /specs show compliance in the following locations: Notes 16 Write -in a short description for assembly with the lowest insulation R -value or the highest assembly U- factor. • 11 Submit Worksheet 3c foreach calculated floor assembly U- factor. 18 Write -in a short description for Heated Slab, which has heat, integrated into slab such as hydronic heat. If more than one floor type, enter the lowest insulation R -value or the highest component U- factor of any floor. Code Compliance Options Require- Min. R -Value Max. U- Component Insulation Only Factor meats Floor over Unconditioned Spaces I 1 1 I or I 0.070 Climate Climate Component Zone 1 Zone 2 Heated Concrete Slab Edge, Min. R -Value I 7.5 I or I 10.0 Doors . U- Factor R-Vaiue Center-of- See instructions Door&9 Insulation Only Panel for a dicussion of opaque, with leaf width greater than 4' (Min. R -5) (Max. 0.20) doors. • N1k on Notes 19 Write -m a snort desCnption for Doors. It more than one door type, enter the lowest insulation it or tile highest centerot- panel U - factor of any door. The following doors are exempt from door and window U -factor and shading coefficient •reauirement ( 3.7r......_.„ .,...„, • .( ee • I 3 -5 . • Compliance with OSSC, effective 01/01/05 • l fi • Double Glass Performance Data 1,10 Insulating units constructed of equal glass thicknesses and 1/2" (12.7mm) airspace Nominal Visible Light Solar Energy U-Factor5 Solar Glass Product Trans- o Trans- Reflect- UV Trans Heat Gain Shading Thickness Trs- Reflectance4 T an /o mi a Re fl e't mi Trans U.S. Summer U.S. Winter European6 Cce1Ii Coeffi- 6°5 cient8 in. mm % Outside Inside % % % Air Argon Air I Argon Air Argon Pilkington Uncoated Float Glass Outer Lite and Energy Advantage"' Low -E Glass Inner Lite ( #3 Surface) 3/32 2.5 76 18 17 62 17 48 0.33 0.28 0.34 0.29 1.9 1.6 0.73 0.84 1/8 3 75 18 17 59 16 45 0.33 0.28 0.33 0.29 1.9 1.6 0.71 0.82 5/32 4 74 17 16 56 16 42 0.33 0.28 0.33 0.29 1.9 1.6 0.69 0.80 OptifloatClear 3/16 5 74 17 17 55 15 41 0.33 0.28 0.33 0.29 1.9 1.6 0.68 0.79 1/4 6 73 17 16 52 14 37 033 0.28 0.33 0.29 1.8 1.5 0.67 0.77 5/16 8 71 16 15 47 13 32 0.33 0.28 0.33 0.28 1.8 1.5 0.63 0.72 3/8 10 69 16 15 43 12 29 0.32 0.28 0.33 0.28 1.8 1.5 0.60 0.70 1/8 3 50 10 15 41 11 24 0.33 0.28 033 0.29 1.9 1.6 0.53 0.61 Optllloat Grey Tmt 3/16 5 42 8 15 32 8 17 0.33 028 0.33 0.29 1.9 1.6 0.45 0.51 1/4 6 36 7 14 27 7 13 0.33 0.28 0.33 029 1.8 1.6 0.40 0.46 1/8 3 57 12 15 45 12 25 0.33 0.28 0.33 0.29 1.9 1.6 0.57 0.66 Optifloat Bronze Tmt 3/16 5 49 10 15 38 10 19 0.33 0.28 0.33 0.29 1.9 1.6 0.50 0.58 1/4 6 42 8 14 32 8 14 0.33 0.28 033 0.29 1.8 1.5 0.45 0.52 Optlfloat Blue-Green Tint 1/4 6 62 , 13 15 34 9 21 0.33 028 033 0.29 1.8 1.6 R45 0.52 1/8 3 64 14 16 35 9 18 0.33 0.28 033 0.29 1.9 1.6 0.46 0.53 EverGreen High- Performance Tmt 3/16 5 61 13 16 31 8 14 0.33 0.28 0.33 0.29 1.9 1.6 0.41 0.47 1/4 6 54 11 14 24 7 9 0.33 0.28 0.33 0.29 1.8 1.5 0.35 0.40 Arctic Blue High - Performance Tint 1/4 6 43 9 14 23 7 13 0.33 028 0.33 029 1.8 1.5 0.34 0.39 1/8 3 21 5 14 15 5 4 033 0.28 033 029 1.9 1.6 0.26 030 SuperGrey High - Performance Tint 3/16 5 10 4 14 7 4 2 033 0.28 033 0.29 1.9 1.6 0.18 021 1/4 6 7 4 13 5 4 1 028 0.29 1.8 1S 0.15 Mli Pilkington Eclipse Advantage' ' Low -E Glass Outer Lite ( #2 Surface) and Energy AdvnatageTm Low -E Glass Inner Lite ( #3 Surface) . Eclipse Advantage Clear 1/4 6 56 30 30 41 22 19 030 0.25 031 026 1.7 1.4 0.53 0.61 Eclipse Advantage Grey 1/4 6 27 11 29 20 9 7 030 0.25 031 0.26 1.7 1.4 0.31 0.36 Eclipse Advantage Bronze 1/4 6 32 13 29 _ 24 11 7 0.30 0.25 0.31 0.26 1.7 1.4 0.36 0.41 Eclipse Advantage Blue -Green 1/4 6 48 22 29 26 13 10 0.30 0:25 0.31 0.26 1.7 1.4 0.36 0:41 Eclipse Advantage EverGreen 1/4 6 40 18 29 18 9 5 0.30 0.25 0.31 0.26 1.7 1.4 027 0.3 I Eclipse Advantage Arctic Blue 1/4 6 33 14 29 17 9 7 0.30 0.25 0.31 0.26 1.7 1.4 0.27 0.31 Eclipse Advantage Gold 1/4 6 35 34 39 31 23 5 0.31 0.26 0.32 0.27 1.8 1.5 0.43 0.50 Pilkington Energy Advantage Low -E Glass Outer Lite ( #2 Surface) and Clear Float Glass Inner Lite 3/32 2.5 76 17 18 62 16 48 033 0.28 034 0.29 1.9 1.6 0.67 0.77 1/8 3 75 17 18 59 15 45 033 028 033 029 1.9 1.6 0.65 0.75 5/32 4 74 16 17 56 14 42 033 0.28 0.33 0.29 1.9 1.6 0.63 0.73 Energy Advantage Low -E 3/16 5 74 17 . 17 55 14 41 0.33 028 0.33 0.29 1.9 1.6 0.63 0.73 1/4 6 73 16 17 52 13 37 0.33 0.28 0.33 0.29 1.8 1.5 0.62 0.71 5/16 8 71 15 16 47 12 32 0.33 0.28 033 028 1.8 1.5 0.58 0.67 3/8 10 69 15 16 43 12 29 0.32 0.27 0.33 0.28 1.8 1.5 0.56 0.64 Pilkington Solar -ET"' Low -E Glass Outer Lite ( #2 Surface) and Clear Float Glass Inner Lite 1/8 3 54 11 16 39 10 38 033 028 034 0.29 1.9 1.6 0.46 0.54 5/32 4 54 10 16 38 9 36 033 0.28 0.34 0.29 1.9 1.6 0.47 0.53 SolervE Solar Control Low -E 3/16 5 53 10 15 36 9 34 0.33 028 0.33 0.29 1.9 1.6 0.45 0.52 1/4 6 53 II 15 35 9 33 0.33 0.28 033 0.29 1.9 1.6 0.45 0.51 5/16 8 52 10 15 32 8 29 033 0.28 0.33 0.29 1.8 1.5 0.43 0.49 •• Note: Pilkington Eclipse AdvantageT" Low -E products are not intended for use in #1 surface installations. It is generally preferable to glaze Eclipse Advantage"' Low -E products with the coating on the #2 surface. E , a .......,___ Site Address: 8u20 SW PFAFFLE . S'. Building Divisi ®n coo Building i iGARD Deferred Submittal Transmittal Letter TO: DAN NELSON DATE RECEIVED: DEPT: BUILDING DIVISION FROM: COMPANY: PHONE: By: RE: 8020 SW PFAFFLE BUP2008 -00056 (Site Address) (Permit/Case Number) PACIFIC CROSSROADS (Project name or subdivision name and lot number) Valuation of Deferred Submittal: $ ATTACHED IS THE FOLLOWING DEFERRED SUBMITTAL ITEM: affil #��'k°a" - a+. -�-� d t6�n riu• � �"„' .si a�-.l �.- tt t '� "a � s � S. a . .Sfit tir at• , P. r._�.�r4� I �;.,' 7 ,. - ..: ,AI `a te. ` " x 2 GLAZING SYSTEM Remarks: PRIOR TO INSTALLA ION # 1e ... , Ai a D 'p ' .� _ \ , ' _ a e) 4,01,, my NOTE: Documents for de erred 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 Routed to Permit Technician: Date: Initials: Fees Due: ❑ Yes ❑ No Fee Description: Amount Due: i ,. 4 4i N ; :. ::. ' Deferred Submittal Fee: $ $ Additional fee based on valuation: i` €. • -fir• :.:, 4 'as ` ,r1"'� - 7:' - { 4,,,,,! , ,,, , a Other: $ �" ; t , � . ,, � , , ,- T Fees Due: Special 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. I:Building\Forms \Transmittal Letter- DefrdSubmtl.doc 04/04/07 t , CITY OF TIGARD .1 , 0 11 1 7 . o 13125 SW Hall Blvd. 1 ' Tigard, OR 97223 .._ l 503.639.4171 COO, f Inspection Requests: 503.639.4175 Permit No 3UP2008-00056 Site Address 3020 SW PFAFFLE ST 3uilding A. New 5,041 sq ft office building. DEMO Description CREDITS FROM BUP2007-00579 & 580 APPLIED TO THIS PERMIT. ontractor hone No ,nspection Request Scheduled For: Date March 12, 2009 our Time 12:00 AM nspection Code 299 Final inspection Request Comment 300501-01 503-307-6365 Requestors Phone Result Comments Planning issues need to be resolved. 10 inspe3ct5ion made this date. Results CNCL nspector Rick Bolen Date March 12, 2009 Phone No ;503718-2424 CITY OF TIGARD ' ' • ,r-S BUILDING DIVISION A ()7- DAT PERMIT #: BUP2000-00056 13125 SW Hall Blvd., Tigard, OR 97223 D ATE ISSUED: 7/18/2008 Phone: (503) 639-4171 i i f i 6 v Inspection Requests (24 Hrs.): (503) 639-4175 . INSPECTION WORKSHEET FOR DATE: 2/27/2009 TIME: 7:01AM PAGE: 17 SITE ADDRESS: 08020 SW PFAFFLE Sr CLASS OF WORK: SUBDIVISION: PACIFIC CROSSROADS CORP LOT #: TYPE OF USE: PROJECT NAME: PACIFIC CROSSROADS CORP CENTER DESCRIPTION: Building A. Now 5,041 sq ft office building. DEMO CREDITS FROM SUP2007-00579 & 580 APPLIED TO THIS PERMIT. OWNER: CEDAR HILLS DEVELOPMENT, PHONE #: 603-299-3100 CONTRACTOR: PACIFIC CREST STRUCTURES INC PHONE #: 503-968-819 Inspection Request Scheduled For: Date: 2/2//2009 Pour Time: Code #. Inspection Description Confirm # Contact # Mesa 275 Framing 080879-01 503-307-6365 0 ,...-•-• — ••■—. , Corrections/Comments/Instructions: 7 1 5 IJ c , t/1 1-- XV # • . 2 ZA 6 i As.,—A/A. ..) c A/>I LL C I LS 2 — z g s-k---cl -.4 4 •, ‘5' , " . „ _ . . ___ ..,,, , - ....-_.......,_. .>_-,a-A-i c•,__ sd_. I) m '.e 2 i ' _/ / , „, ,,,LA ri.. c_....„-,4 , C d Si — / C --leAt- ----- --e,c_i /2(IA (k --,,,—.- &.- 61, '1 _ H PASS PARTIAL APPROVAL fl CANCEL El NO ACCESS 'kil_ El CALL FOR INSPECTION fl ADDITIONAL FEES ASSESSED Inspector: — Date: Phone #: (503) 718- • CITY OF TIGARD - tri' )70 . 'BUILDING DIVISION PERMIT #: BUP200B-00056 13125 SW Hall Blvd., Tigard, OR 97223 I A 6( DATE IS t ED: 7/18/2008 1 C., - Phone: (503) 639-4171 : l ip ‘A 1 1 1 Inspection Requests (24 Hrs.): (503) 639-4175 fi INSPECTION WORKSHEET FOR DATE: 21212009 TIME: 7:00AM / PAGE: 9 SITE ADDRESS: OB020 SW PFAFFLE ST CLASS OF WORK: SUBDIVISION: PACIFIC CROSSROADS CORP LOT #: TYPE OF USE: PROJECT NAME: PACIFIC CROSSROADS CORP CENTER DESCRIPTION: Building A. New 5,041 sg ft office building. DEMO CREDITS FROM BUP2007-00579 & 580 APPLIED TO THIS PERMIT, OWNER: CEDAR HILLS DEVELOPMENT, PHONE #: 503,299-3100 CONTRACTOR: PACIFIC CREST STRUCTURES INC PHONE #: 503-968 P.. . a Inspection Request Scheduled For: Date: 2/2/2009 Pour Time: 14) Code # Inspection Description Confirm # Contact # MesqC 275 Framing 080184-01 503-307-6365 Y Corrections/Comments/In tructions: '5 - C Ae rae ---- ‘•-•/ a, C6 II / , , - `1 ‘S" 10 0 . e 5 , /; c/ ( LIZ-- • (1) PASS PARTIAL APPROVAL El CANCEL NO ACCESS n FAIL fl CALL FOR INSPECTION 1 1 ADDITIONAL FEES ASSESSED Inspector: ATAL."-- -142'4 Date: 0 q Phone #: (503) 718- c CITY OF TIGARD BUILDING DIVISION PERMIT #: BUP200f3-00056 13125 SW Hall Blvd., Tigard, OR 97223 A . DATE ISSUED: 7/18/20013 Phone: (503) 639-4171 4 'll' 11 0 Di ' A\ a il Inspection Requests (24 Hrs.): (503) 639-4175. ,....—...-RP- -- % -... INSPECTION WORKSHEET FOR DATE: 1215/2008 TIME: 7:OOAM PAGE: 18 SITE ADDRESS: 080 SW PFAFFLE ST CLASS OF WORK: SUBDIVISION: PACIFIC CROSSROADS CORP LOT #: TYPE OF USE: PROJECT NAME: PACIFIC CROSSROADS CORP.CENTER DESCRIPTION: Building A. New 5,041 sq ft office building. DEMO CREDIT'S FROM BUP2007-00579 & 580 APPLIED TO THIS PERMIT. OWNER: CEDAR HILLS DEVELOPMENT, PHONE #: 503-299-3100 CONTRACTOR: PACIFIC CREST STRUCTURES INC 1 PHONE #: 603-968.8949 10 Inspection Request Scheduled For: Date: 12/5/2008 ‘ti Pour Time: 11 Code # Inspection Description Confirm # Contact # Mes - gv 265 Masonry 078767-01 503-6584723 V ktiortits Corrections/Co ents/lr)structsis: iTi r7 d ) , 1 • • . R PASS PARTIAL APPROVAL fl CANCEL NO ACCESS FAIL 1 1 CALL FOR INSPECTION El ADDITIONAL FEES ASSESSED A<f -------- Inspector: 1 i&--- 2_,Lf-Lcy Date: ‘ 2- Phone #: (503) 718- .. ‘ f " - - 7 , CITY OF TIGARD BUILDING DIVISION Ad, i PERMIT #: BUP2008-00056 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 7118/2008 Phone: (503) 639-4171 hs /4 1 901111' \ Inspection Requests (24 Hrs.): (503) 639-4175 .•11 ....,, --. INSPECTION WORKSHEET FOR DATE: 12/5/2008 TIME: 7:00AM PAGE: 4 SITE ADDRESS: 08020 SW PFAFFLE ST CLASS OF WORK: SUBDIVISION: PACIFIC CROSSROADS CORP LOT #: TYPE OF USE: PROJECT NAME: PACIFIC CROSSROADS CORP.CENTER DESCRIPTION: Building A. New 5,041 sq it office building. DEMO CREDITS FROM BUP2007-00579 & 580 APPLIED TO THIS PERMIT. OWNER: CEDAR HILLS DEVELOPMENT, PHONE #: 503 CONTRACTOR: PACIFIC CREST STRUCTURES INC PHONE #: 503-96843949 Inspection Request Scheduled For: Date: 12/5/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 250 Roof nailing 078827-01 503-307-6365 N Corrections/Comments/ Instructions: A : a -ASS fl PARTIAL APPROVAL 7 CANCEL D NO ACCESS 7 FAI , CALL FOR INSPECTION 7 ADDITIONAL FEES ASSESSED l ' 7L - 4_...---- I 2// Date: Phone #: (503) 718- Inspector: , CITY OF TIGARD BUILDING DIVISION ‘ - PERMIT #: Bup2008.00056 13125 SW Hall Blvd., Tigard, OR 97223 E ISSUED: 7/18/2008 Phone: (503) 639-4171 Avytkati I i Inspection Requests (24 Hrs.): (503) 639-4175 Ar INSPECTION WORKSHEET WORKSHEET FOR DATE: 12/3/2008 TIME: 7 PAGE: 24 SITE ADDRESS: 08020 SW PFAFFLE ST CLASS OF WORK: SUBDIVISION: PACIFIC CROSSROADS CORP LOT #: TYPE OF USE: PROJECT NAME: PACIFIC CROSSROADS CORP.CEINITER DESCRIPTION: Building A. New 5,041 sq ft office building. DEMO CREDITS FROM BUP2007-00579 & 580 APPLIED TO THIS PERMIT. OWNER: CEDAR HILLS DEVELOPMENT, PHONE #: 503-299-3100 CONTRACTOR: PACIFIC CREST STRUCTURES INC PHONE #: 503-968-8949 Inspection Request Scheduled For: Date: 1213/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 235 Shear walls/anchors 078700-02 503-307-6365 N Correcti s/Comments/Instructions: , t tkiwr 1k1Lii s \--)tirkR)--.-N A- 4A3 c , Nr, 1 , ....A A._.!__ A W. _..' A ...‘" , 047,—A, tevA 0—C 4r 5 V , PASS PARTIAL APPROVAL n CANCEL I 1 NO ACCESS Inspector: 0 FAIL 0 CALL FOR INSPECTION fl ADDITIONAL VIA FEES A9 ' ED Date: 143/ 6 Phone #: (503) 718- CITY OF TIGARD ilk_ . • : • - -lopp.. BUILDING DIVISION c r/./' / ; PERMIT #: BUP2008-00066 13125 SW Hall Blvd., Tigard, OR 97223 4040000 q5) DATE ISSUED: 7/18/2008 • Phone: (503) 639-4171 Inspection Requests (24 Hrs.): (503) 639-4175 1. INSPECTION WORKSHEET FOR DATE: 1 1f2/2O08 TIME: 7 Am PAGE: 40 SITE ADDRESS: 08020 SW PFAFFLE ST CLASS OF WORK: SUBDIVISION: PACIFIC CROSSROADS CORP LOT #: TYPE OF USE: PROJECT NAME: PACIFIC CROSSROADS CORP.CENTER DESCRIPTION: Buildina A. Ne.w 6,041 sq ft office building. DEMO CREDITS FROM BUP2007-00679 & 580 " TO THIS PERMIT. OWNER: CEDAR HILLS DEVELOPMENT, PHONE #: 503-299.3100 CONTRACTOR: PACIFIC CREST STRUCTURES INC PHONE #: 503-968-8949 Inspection Request Scheduled For: Date: •1/26/2008 0 sc . I Pour Ti e: 10 Code # Inspection Description Confirm # Contact # Mes- : 265 Masonry 078-456-01 503-666-4723 ......„-----... Corrections/Comments/Instructions: .,.1Air... , i,......_ fil4 7 & — / , ) fl PASS ri. PARTIAL APPROVAL CANCEL 1 I NO ACCESS C FAIL fl CALL FOR INSPECTION 1 1 ADDITIONAL FEES ASS SED Pho t& Date: Ar I, / 2A70/ V.-/(2-77V Inspector: ne #: (503) 718- ' . CITY OF TIGARD BUILDING DIVISION PERMIT #: I3UP2008-00056 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 7/18/2008 Phone: (503) 639 - 4171 °a Npu�ii�fli�t ° Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 11/20/2000 TIME: 7:00AM PAGE: SITE ADDRESS: 06020 SW PFAFFLE ST CLASS OF WORK: SUBDIVISION: PACIFIC CROSSROADS CORP LOT #: TYPE OF USE: PROJECT NAME: PACIFIC CROSSROADS CORP.CENTER DESCRIPTION: Fuilding A. New 5,041 sq ft office building. DEMO CREDITS FROM BUP2007 -00579 & 580 APPLIED TO THIS PERMIT. OWNER: CEDAR HILLS DEVELOPMENT, f, PHONE #: 503- 299.3100 CONTRACTOR: PACIFIC CREST STRUCTURES INC PHONE #: 503 -968 -8949 Inspection Request Scheduled For: Date: 11/20/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 235 Shear walls/anchors 078324 -01 503307 -6366 N Corrections /Comments /Instructions: / 110 Te E". noel' (r, / d cl lets s - L-c rrt v!a 1-ef ) )/(JS s .Sitea,r s 4ieI c eeP01 5 C r Won A) (Ditinag 6 \DQ Use ,4 ) O dour. cke Qc / Q sidz 6 Wvc // a ,,,c, MG V f S k4- 5e c . ✓rte d e s ed"■• 0 So 4 \( e g k/4 11 s G3 (4 PASS . PARTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS ❑ FAIL n CALL FOR INSPECTION n ADDITIONAL FEES ASSESSED Inspector: Z3s Date: 2o� ©U C)J Phone #: (503) 718 - .2923 CITY OF TIGARD , . . • , BUILDING DIVISION • PERMIT #: BUP2008 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 7/18/2008 Phone: (503) 639-4171 Inspection Requests (24 Hrs.): (503) 639-4175 azta- 11:. INSPECTION WORKSHEET FOR DATE: TIME: PAGE: 10/13/2008 7:00Alvf 26 SITE ADDRESS: 06020 SW PFAFFLE sT CLASS OF WORK: SUBDIVISION: LOT #: TYPE OF USE: PACIFIC CROSSROADS CORP PROJECT NAME: PACIFIC CROSSROADS CORP CENTER DESCRIPTION: Building A. New 5,041 sq ft office building. DEMO CREDITS FROM BUP2007-00579 & 560 • APPLIED TO THIS PERMIT. OWNER: CEDAR HILLS DEVELOPMENT, PHONE #: 503-299-3100 CONTRACTOR: PACIFIC CREST STRUCTURES INC PHONE #: 503-968-8949 Inspection Request Scheduled For: Date: Pour Time: 10/13/2008 1:00 Code # Inspection Description Confirm # Contact # Message 220 Slab 07660401 503-307-6365 N Corrections/Comments/Instructions: • Neek AA -1 5 - f1/4,5 fe_.c.:4 -1.0-k. • 0 K Ass fl PARTIAL APPROVAL 0 CANCEL NO ACCESS _ 0 FAIL fl CALL FOR INSPECTION 0 ADDITIONAL FEES ASSESSED Inspector: Date: /3 oc o 8 Phone #: (503) 718- - 25/ - 2 3 CITY OF TIGARD BUILDING DIVISION u + PERMIT #: 13UP2CiUQOt1Q56 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 7/18/2008 Phone: (503) 639 -4171 uf1ulY1 Inspection Requests (24 Hrs.): (503) 639 -4175 491 r INSPECTION WORKSHEET FOR DATE: 0/2812008 TIME: 7,02AM PAGE 44 SITE ADDRESS: 08020 PFAFFLF ST CLASS OF WORK: SUBDIVISION: PACIFIC CROSSROADS CORP LOT #: TYPE OF USE: PROJECT NAME: PACIFIC CROSSROADS CORP.CENTER DESCRIPTION: Building A. New 5,041 sq ft office building. DEMO CREDITS FROM BUP2007- 00579 & 580 APPLIED TO THIS PERMIT. OWNER: CEDAR HILLS DEVELOPMENT, PHONE #: 503 - 298 -3100 CONTRACTOR: PACIFIC CREST STRUCTURES INC PHONE #: 503-968-8949 Inspection Request Scheduled For: Date 9/29/2006 Pour Time: 11:00 Code # Inspection Description Confirm # Contact # Message 210 Foundation walls 076004 -01 503 -307 -6365 N Corrections /Comments /Instructions: 9 bc,1 -- \ e a .6‘,A_5 , `, v. s-,\ ,ec) i X.. 14 61 (-) � bUJ ( `\ tr.. 1c,.« 5 Qr L.c..\ 7"Sr4v 0 r i � �. ('\e.�eS a r) 146\ c)c 5 U v n PASS PARTIAL APPROVAL ❑ CANCEL n NO ACCESS n FAIL ❑ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: " Date: LSe f dg Phone #: (503) 718 - aZy..? CITY OF TIGARD - .,pAii:.. BUILDING DIVISION PERMIT #: BUP2008-00056 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 7/1812008 Phone: (503) 639-4171 il M,Y III\ Inspection Requests (24 Hrs.): (503) 639-4175 7- INSPECTION WORKSHEET FOR DATE: " TIME: 7:00AM PAGE: 33 SITE ADDRESS: 08020 SW PFAFFLE ST CLASS OF WORK: SUBDIVISION: PACIFIC CROSSROADS CORP LOT #: TYPE OF USE: PROJECT NAME: PACIFIC CROSSROADS CQRP.CENTER DESCRIPTION: Building A. New 5,041 sq ft office building. DEMO CREDITS FROM BUP2007-00579 & 580 APPLIED TO THIS PERMIT. OWNER: CEDAR HILLS DEVELOPMENT, . PHONE #: 603-299-3100 CONTRACTOR: PACIFIC CREST STRUCTURES INC PHONE #: 503 Q. Inspection Request Scheduled For: Date: 9/8/2008 Pour Time: 2:00 Code # Inspection Description Confirm # -C• v.:— : Message /til 205 Footing 075181-01 503-307-6365 ¥ Corrections/4nats/Instructions: ' " ( T id At.A ■ V' ft< ct, 4•4"---4- ‘' A I f 4A 3 eicz_fiQ a-t--- 0....i get...5d- tf".0 SKefit. Ian' 60 vie.,,-;p 4eacte. Ns ....., Ocer- 041rA fl PARTIAL APPROVAL [II CANCEL 7 NO ACCESS 0 FAIL El CALL FOR INSPECTION El ADDITIONAL FEES ASSESSED Inspector: 2S Date: g-h905 Phone #: (503) 718-