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Permit
IL v CITY OF TIGARD BUILDING PERMIT PERMIT #: BUP2008 -00022 COMMUNITY DEVELOPMENT DATE ISSUED: 4/16/2008 TIGARD 13125 SW Hall Blvd., Tigard, OR 97223 503.639.4171 PARCEL: 2 S 104A D - 04500 SITE ADDRESS: 12617 SW WALNUT ST ZONING: R-4.5 SUBDIVISION: TVF &R FIRE STATION LOT: JURISDICTION: TIG PROJECT: TUALATIN VALLEY FIRE AND RESCU Project Description: 11,700 sf. fire station. REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK: NEW FIRST: 11,694 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: S2 TOTAL AREA: 11,694 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: 91 BASEMENT: sf AREA SEP. RATED: STOR: 1 HT: ft GARAGE: sf OCCU SEP. RATED: BSMT ?: N MEZZ ?: N REQD SETBACKS REQUIRED FLOOR LOAD: psf LEFT: ft RGHT: ft FIR SPKL: Y SMOK DET:Y DWELLING UNITS: FRNT: 20 ft REAR: ft FIR ALRM : Y HNDICP ACC:Y BEDRMS: 8 BATHS: IMP SURFACE: PRO CORR: N PARKING: VALUE: $ 1,620,000.00 Owner: Contractor: TUALATIN VALLEY FIRE & RESCUE FIRST CASCADE CORPORATION 20665 SW BLANTON ST PO BOX 2158 ALOHA, OR 97007 LAKE OSWEGO, OR 97035 Phone: 503 - 649 - 8577 Contact #: PRI 503 -699 -8970 Reg #: LIC 63946 FEES Description Date Amount REQUIRED ITEMS AND REPORTS [BUPPLN] PIn Rv 1/25/2008 $3,019.58 Ersn Cntrl 681 -4444 [FLS] FLS PIn Rv 1/30/2008 $1,858.20 Reinforced concrete Bolts in concrete [BUILD] Permit Fee 4/16/2008 $4,645.50 Structural welding [TAX] 12% State Surch 4/16/2008 $557.46 Licensed fabricated steel (additional fees not listed here) Total $16,464.34 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 503.246.6699 or 1.800.332.2344. r I � r Issued By , , j _ _.� •ermittee Signatu : C _ (_% ca —r-0 H� 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. - Big ld'ing Permit Application Commercial ���� FOR OFFICE USE' :ONLY i City of Tigard RECEIVED Dat Received M o ; M - . - ";'4/ e leArA • ;� C 13125 SW Hall Blvd., Tigard, OR 972 2 5 2 008 Plan Re��ew � Other Pe / . 0 0 Phone 503 639 4171 Fax 503.598. } DateB L►: d r/� M � r , � � • Ins ection Line 503 639 4175 L Date Read / �u � ® See Page 2 for T I G A li D p CITY OF- �IGR Notifie Y /v OS ! Supplemental Information Internet www tigard-or.gov BUIL jN(3D1UISION 4 w l _ . J- pp • TYPE OF WORK • ' Q 15ATA: 1- AND 2- FAMILY DWELLING kl construction ❑ Demolition Perm fee * are based on the value of the work performed. Indicate t e value (rounded to the nearest dollar) of all ❑ Addition/alteration/replacement ❑ Other: equipment, materials, labor, overhead, and the profit for the CATEGORY OF CONSTRUCTION work indicated on this application ❑ 1- and 2- family dwelling Commercial /industrial Valuation: $ , ❑ Accessory building ❑ Multi - family Number of bedrooms: ❑ Master builder ❑ Other: Number of bathrooms: /A 6,/ JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address: (,J (.JA, b 4Aµ f — S f • - New dwelling area: square feet City /State/ZIP: 't , • SI 0 el .. 22¢ Garage /carport area: square feet Suite/bldg. /apt. no.: T Project name: TTIF 1 i t S f 4,b 6"0 Covered porch area: square feet Cross street/directions to job site: Deck area: square feet Other structure area: square feet REQUIRED DATA: COMMERCIAL -USE CHECKLIST Subdivision: l Lot no.: 4. coo Permit fees' are based on the value of the work performed. Tax map /parcel no.: I Q 4 Al) equipment, the value (rounded to the nearest dollar) of all equipment, materials, labor, over ad, and the profit for the DESCRIPTION OF WORK work indicated on this applicati . /' t, 2o, 0 0 0 1 Valuation: $ p a t,/�'`� 1' O C J r � ^ 1 r f Existing building area: — p -- square feet • - (A/1 64, "1 "141 1 � s bn r� d J ' �1( —IS- f ien (YeM+ d--A.- d--A.- 4O es New building area: I (1 4 square feet AetROPERTY OR ///��✓ ❑ TENANT Number of stories: i I Name: T(,, „f va G( fir, r , 1 � a Type of construction: VD, 1 5 pv l 4 I e Address: 2-0 (p 6 5 &/0,,,,,,, / _ /' l Occupancy groups: t _'g t p 1 R --z. S — Z City /State /ZIP: d el. 0� / - _! 1-00 -1- Ems_ /JJ Phone: ( c0 3) (04Z • D 3 31 Fax: ( ) New: �/ APPLICANT A CONTACT PERSON NOTICE Business name: eGk 5I/I4.; l' N Ait( , k All contractors and subcontractors are required to be Contact name: . B vi h e Gn 10 5• licensed with the Oregon Construction Contractors Board under ORS 701 and may be required to be licensed in the Address: X1 2 S i•-•-) ) � r b Q i jurisdiction in which work is being performed. If the City /State /ZIP: 0 I` ' 1 234 applicant is exempt from licensing, the following reasons P b ✓ Ovv1 l apply: Phone: (Sp j ) l. - T ce l 2 I Fax: : ( 5c)'?, 4.4-g 1 ,471.-3-1, Tb E -mail: V ` � ` l- � scams s .. „' -' — , • CONTRACTOR Business name: r ( R ST eP7 56413,f_ W BUILDING PERMIT FEES* Address: r O / i7C�X „ 5S � { (, (Please refer to fee schedule) City /State/ZIP: 0 )te V� 7 70 ?j' Structural plan r fee (or deposit): ��9 . t, Qq - ( �o t' 2� U i FLS plan review fee (if applicable): 195 . � C Phone: (✓ 40 9? $9 70 Fax: (505 6 �1- �i65 CCB lic.: & M T to 944 y Total fees due upon application: �/ Amount received: e�/�lf Authorized signature: This permit application expires if a permif is not obtained / within 180 days after it has been accepted as complete. T�� Print name: /R n5, ,j, e_I J Date: / / / 6 S . + Fee methodology set by Tri - County Building Industry ` Service Board. 0 / •59 I•\Building\Permtts\BUP -COM PcrmttApp.doc 2/23 /07 440- 4613T(I I /02 /COM/WEB) 30/9.59 • a Building Division Accessibility: Barrier Removal Improvement Plan TIGARD • REQUIREMENT: OREGON REVISED STATUTE (ORS) 447.241. (1) Every project for renovation, alteration or modification to affected buildings and related facilities shall be made to insure that the path of travel to the altered area and the restroom, telephones and drinking fountains are readily accessible to individuals with disabilities unless such alterations are disproportionate to the overall alterations in terms of cost and scope. (2) Alterations made to the path of travel to an altered area may be deemed disproportionate to the overall alteration when the cost exceeds t verity -five per -cent (25 %). ' VALUATION: Total of all renovation, alteration or modification being done, excluding painting and wallpapering: [1] $ MULTIPLIER (25% barrier removal requirement): x .25 TOTAL BUDGET FOR BARRIER REMOVAL: [2] $• ELEMENTS: In choosing which accessible elements to provide under - this section, pribrity'shall & given• • to those elements that will provide the greatest access. Elements shall be provided in the • following order: (a) Parking $ • ; (b) An accessible entrance: $ • (c) An accessible route to the altered area: , $ (d) At least one accessible restroom for each sex or a single unisex restroom: $ • (e) Accessible telephones: $ • (f) Accessible drinking fountains: and, • $ (g) When possible, additional Accessible elements such as storage and alarms: , , $ . TOTAL (shall equal line [2] of Valuation Computation): $ • • I. \Building \Pcmuts \BUP -COM Pcmvtlpp.doc 02 /23/07 City of Tigard: Site Work Permit Checklist O; hi y COPY Page 2 - Supplemental Information Commercial, Multi- Family and One- and Two - Family Dwellings: No permit is required if fill is less than 50 yards (5 dump truck loads), or less than 3 feet deep and will not be supporting a structure. If a building will be constructed on the fill, it must be engineered fill. If fill is in a flood plain, drainage way, or wetland, the applicant must apply for a sensitive lands review (SLR). Please complete all items below, unless otherwise noted. Excavation Volume: cu. yds. Grading Volume: (Soils report required for >5,000 cu. yds.) cu. yds. Fill Volume: (Fill exceeding 12" in depth shall be compacted to 90% of maximum density) cu. yds. Retaining structure? (Check one) ❑ Rock ❑ CMU ❑ Concrete ❑ Other: *Total new impervious area including all buildings, sidewalks, and paving: sq. ft. Site Utilities Plumbing Work: Complete the Plumbing Permit Application for site utilities plumbing work. Plans Required: See "Site Work Permit Application - Plan Submittal Requirements" attached. The following must accompany this application: ❑ Site Plan with Vicinity Map showing ❑ *Parking (including ADA) and ADA compliance Lighting Plan ❑ Grading Plan and details ❑ *Landscaping Plan ❑ Erosion Control Plan and details ❑ Soils Report (if required) ❑ Retaining Structures *Does not apply to One- and Two - family dwellings. # of Plans TYPE OF SUBMITTAL Required at (Includes New, Additions or Alterations) - Submittal Commercial 2 Multi - Family R -1 Occupancy 2 One- & Two - Family Dwelling 2 I \Building \Pennits \SIT - PennitApp doc 12/27/06 2 • 4,tA;IA- g a Vin (A.; , ,, / _ 4 . 4 s767. go • 1_141411 _ . 5. p A . . . I Building Division Plan Submittal Requirements T I G A R D Commercial & Multi- Family - New, Additions or Alterations 1. SITE P I (fully dimensional, drawn to scale) label d with: A. ( m & tax lot # 'project name sit dress 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). A ll 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. 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. l: \Building \Permits \BUP -CO\f PerutApp.doc 02/23/07 e. 11 Building Division Plan Submittal Requirement Matrix T I G A It D Commercial & Multi- Family - New, Additions or Alterations 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 c P' 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 PerutApp.doc 02/23/07 • TRAPS AND INTERCEPTORS 1007.3 - 1013.0 (3/8) inch (12mm) I.D. The supply piping to closed covers are used. Each interceptor (clarifier) priming devices shall be protected against any form shall be properly vented. of cross connection and sized according to the 1009.5 Location. Each interceptor (clarifier) cover primer device manufacturer's recommendation. shall be readily accessible for servicing and 1007.4 Primer valve bodies shall be installed a maintaining the interceptor (clarifier) in working and minimum of twelve (12) inches (0.3m) above the operating condition. The use of ladders or the flood level rim of the fixture being served and in an removal of bulky equipment in order to service accessible location. interceptors (clarifiers) shall constitute a violation of 1007.5 Primer headers for three or more traps shall accessibility. Location of all interceptors (clarifiers) be the "inverted manifold" type (or other approved shall be shown on the approved building plan. method) having equal water flow to all outlets, with 1009.6 Maintenance of Interceptors. Interceptors each outlet provided with a threaded removable shall be maintained in efficient operating condition plug or cap inspection fitting. Approved flush tanks by periodic removal of accumulated grease, scum, may be used as an alternate supply source for primer oil, or other floating substances and solids deposited headers. in the interceptor. 1007.6 Any primer stop, if used, must be an 1009.7 Discharge. The waste pipe from oil and accessible screwdriver stop. sand interceptors shall discharge as approved by the Authority Having Jurisdiction. 1008.0 Building Traps. Building traps shall not be installed except where 1010.0 Slaughterhouses, Packing Establishments, etc. I required by the Authority Having Jurisdiction. Each Every fish, fowl, and animal slaughterhouse or building trap when installed shall be provided with establishment; every fish, fowl, and meat packing or a cleanout and with a relieving vent or fresh -air curing establishment; every soap factory, tallow - intake on the inlet side of the trap which need not be rendering, fat - rendering, and hide - curing larger than one -half the diameter of the drain to establishment; or any other establishment; from which it connects. Such relieving vent or fresh -air which considerable amounts of grease are likely to intake shall be carried above grade and terminate in be discharged into any plumbing system, sewer a screened outlet located outside the building. system, or private sewage disposal system shall be connected to and shall drain or discharge into a 009.0 Industrial Interceptors (Clarifiers) and grease interceptor (clarifier) of an approved design Separators. for this use. 1009.1 When Required. Interceptors (clarifiers) (including grease, oil, and sand interceptors 1011.0 Minimum Requirements for Auto Wash [clarifiers], etc.) shall be provided when, in the Racks. I judgment of the Authority Having Jurisdiction, they Every private or public wash rack and /or floor or slab are, necessary for the proper handling of liquid used for cleaning machinery or machine parts shall be wastes containing grease, flammable wastes, sand, adequately protected against storm or surface water solids, acid or alkaline substances, or other and shall drain or discharge into an interceptor ingredients harmful to the building drainage system, (clarifier) of an approved design for this use. the public or private sewer, or to public or private sewage disposal. 1009.2 Approval. The size, type, and location of 1012.0 Commercial and Industrial Laundries. each interceptor (clarifier) or separator shall be Laundry equipment in commercial and industrial approved by the Authority Having Jurisdiction in buildings that does not have integral strainers shall accordance with its standards. Except where discharge into an interceptor having a wire basket or otherwise specifically permitted, no wastes other similar device that is removable for cleaning and that than those requiring treatment or separation shall be will prevent passage into the drainage system of discharged into any interceptor (clarifier). solids one -half (1 /2) inch (12.7 mm) or larger in 1009.3 Design. Interceptors (clarifiers) for sand and maximum dimension, such as string, rags, buttons, similar heavy solids shall be so designed and located or other solid materials detrimental to the public as to be readily accessible for cleaning and shall have sewerage system. a water seal of not less than six (6) inches (152 mm). 1009.4 Relief Vent. Interceptors (clarifiers) shall be 1013.0 Bottling Establishments. Bottling plants so designed that they will not become air bound if shall discharge their process wastes into an 129 r 1013.0 — Table 10 -2 OREGON PLUMBING SPECIALTY CODE interceptor which will provide for the separation of Not more than four (4) separate fixtures shall be broken glass or other solids, before discharging connected to or discharged into any one (1) grease trap. �. liquid wastes into the drainage system. For the purpose of this section, the term "fixture" shall mean and include each plumbing 1014.0 Grease Traps and Grease Interceptors. fixture, appliance, apparatus, or other equipment I 1014.1 When, in the judgment of the Authority required to be connected to or discharged into a Having Jurisdiction, waste pretreatment is required, grease trap by any provision of this section. an approved type of grease trap complying with the 1014.5 Each fixture discharging into a grease trap provisions of this section shall be installed in the shall be individually trapped and vented in an waste line leading from sinks, drains, and other approved manner. fixtures or equipment in establishments such as 1014.6 Grease traps shall be maintained in efficient restaurants, cafes, lunch counters, cafeterias, bars and operating condition by periodic removal of the clubs, hotel, hospital, sanitarium, factory or school accumulated grease. No such collected grease shall kitchens, or other establishments where grease may be introduced into any drainage piping or public or be introduced into the drainage or sewage system in private sewer. quantities that can effect line stoppage or hinder 1014.7 RESERVED - ..-- sewage treatment or private sewage disposal. A 1014.8 Grease Interceptors for Commercial grease trap is not required for individual dwelling Kitchens. Required grease interceptors installed units or for any private living quarters. outdoors shall comply with the manufacturer's II 1014.2 No grease trap shall be installed which has installation instructions. an approved rate of flow of more than fifty-five (55) gallons per minute (3.5 L /s), nor less than twenty 1015.0 Food Waste Disposal and Dishwasher (20) gallons per minute (1.3 L /s), except when Prohibited. I specially approved by the Authority Having Unless specifically required or permitted by the Jurisdiction. Authority Having Jurisdiction, no food waste I 1014.3 Each plumbing fixture or piece of equipment disposal unit or dishwasher shall be connected to or connected to a grease trap shall be provided with an discharge into any grease trap. ' approved type of vented flow control installed in a readily accessible and visible location. Flow control devices shall be so designed that the flow through TABLE 10 - such device or devices shall at no time be greater Grease Traps than the rated capacity of the grease trap. No flow control device having adjustable or removable parts Total Number Required Rate of Grease Retention shall be approved. The vented flow - control device of Fixtures Flow per Minute, Capacity, shall be located such that no system vent shall be Connected Gallons Pounds between the flow - control and the grease trap inlet. 1 20 40 The vent or air inlet of the flow - control device shall 2 25 50 connect with the sanitary drainage vent system as 3 35 70 elsewhere required by this code or shall terminate 4 50 100 through the roof of the building and shall not terminate to the free atmosphere inside the building. Exception: Listed grease traps with approved TABLE 10 - type flow controls or restricting devices may be Grease Traps (Metric) installed in an accessible location in accordance with the manufacturer's instructions. 1014.4 Each grease trap required by this section Total Number Required Rate of Grease Retention of Fixtures Flow per Minute, Capacity, shall have an approved rate of flow which is not less Connected Liters kg than that given in Table 10 -2 for the total number of connected fixtures. The total capacity in gallons (L) 1 76 18 of fixtures discharging into any such grease trap 2 95 22 shall not exceed two and one -half (2-1/2) times the 3 132 31 certified GPM (L /s) flow rate of the grease trap as 4 189 45 per Table 10 -2. 130 TRAPS AND INTERCEPTORS 1015.0 - 1017.2 Note: for every solid shall be so designed and located as to For installations with more than four (4) fixtures, the be readily accessible for cleaning, shall have a water I Authority Having Jurisdiction may permit the use of seal of not less than six (6) inches (152 mm), and shall larger grease traps designed not to exceed the be vented. parameters of Section 1014.4, but not to exceed 1016.4 RESERVED seventy-five (75) GPM (284 liters per minute). 1017.0 Oil and Flammable Liquid Interceptors. 1016.0 Sand Interceptors. 1017.1 Interceptors Required. All repair garages 1016.1 Where Required. and gasoline stations with grease racks or grease 1016.1.1 Whenever the discharge of a fixture or pits, and all factories which have oily, flammable, or drain may contain solids or semi- solids heavier both types of wastes as a result of manufacturing, than water that would be harmful to a drainage storage, maintenance, repair, or testing processes, system or cause a stoppage within the system, shall be provided with an oil or flammable liquid the discharge shall be through a sand interceptor. interceptor which shall be connected to all necessary Multiple floor drains may discharge into one floor drains. The separation or vapor compartment sand interceptor. shall be independently vented to the outer air. If two 1016.1.2 Sand interceptors are required (2) or more separation or vapor compartments are whenever the Authority Having Jurisdiction used, each shall be vented to the outer air or may deems it advisable to have a sand interceptor to connect to a header which is installed at a minimum protect the drainage system. of six (6) inches (152 mm) above the spill line of the 1016.2 Construction and Size. lowest floor drain and vented independently to the outer air. The minimum size of a flammable vapor Sand interceptors shall be built of brick or concrete, vent shall not be less than two (2) inches (50 mm), prefabricated coated steel, or other watertight and when vented through a sidewall, the vent shall material. The interceptor shall have an interior baffle not be less than ten (10) feet (3048 mm) above the for full separation of the interceptor into two (2) adjacent level at an approved location. The sections. The outlet pipe shall be the same size as the interceptor shall be vented on the sewer side and inlet size of the oil interceptor, the minimum being shall not connect to a flammable vapor vent. All oil three (3) inches (80 mm), and the baffle shall have and flammable interceptors shall be provided with two (2) openings of the same diameter as the outlet gastight cleanout covers which shall be readily pipe and at the same invert as the outlet pipe. These accessible. The waste line shall not be less than three openings shall be staggered so that there cannot be a (3) inches (80 mm) in diameter with a full -size straight line flow between any inlet pipe and the cleanout to grade. When an interceptor is provided outlet pipe. The invert of the inlet pipe shall be no with an overflow, it shall be provided with an lower than the invert of the outlet pipe. overflow line (not less than two (2) inches (50 mm) in The sand interceptor shall have a minimum diameter) to an approved waste oil tank having a dimension of two (2) feet square (0.2 m for the net minimum capacity of five hundred fifty (550) gallons free opening of the inlet section and a minimum (2080 L) and meeting the requirements of the depth under the invert of the outlet pipe of two (2) Authority Having Jurisdiction. The waste oil from feet (610 mm). the separator shall flow by gravity or shall be pumped to a higher elevation by an automatic For each five (5) gallons (18.9 L) per minute flow pump. Pumps shall be adequately sized and or fraction thereof over twenty (20) gallons (75.7 L) accessible. Waste oil tanks shall have a two (2) inch per minute, the area of the sand interceptor inlet (50 mm) minimum pump -out connection at grade section is to be increased by one (1) square foot (0.09 and a one and one -half (1 -1 /2) inch (40 mm) m The outlet section shall at all times have a minimum vent to atmosphere at an approved minimum area of fifty (50) percent of the inlet location at least ten (10) feet (3048 mm) above grade. section. 1017.2 Design of Interceptors. Each manufactured The outlet section shall be covered by a solid interceptor that is rated shall be stamped or labeled removable cover, set flush with the finished floor, by the manufacturer with an indication of its full and the inlet section shall have an open grating set discharge rate in gpm (L / s). The full discharge rate to flush with the finished floor and suitable for the such an interceptor shall be determined at full flow. traffic in the area in which it is located. Each interceptor shall be rated equal to or greater 1016.3 Separate Use. Sand and similar interceptors than the incoming flow and shall be provided with an 131 1 • 1017.2 OREGON PLUMBING SPECIALTY CODE overflow line to an underground tank. Interceptors not rated by the manufacturer shall have a depth of not less than two (2) feet (610 mm) below the invert of the discharge drain. The outlet opening shall have not less than an eighteen (18) inch (457 mm) water seal and shall have a minimum capacity as follows: where not more than three (3) motor vehicles are serviced and/or stored, interceptors shall have a minimum capacity of six (6) cubic feet (0.2 m and one (1) cubic foot (0.03 m of capacity shall be added for each vehicle up to ten I (10) vehicles. Above ten (10) vehicles, the Authority Having Jurisdiction shall determine the size of the interceptor required. Where vehicles are serviced only and not stored, interceptor capacity shall be • based on a net capacity of one (1) cubic foot (0.03 m for each one hundred (100) square feet (9.3 m of surface to be drained into the interceptor, with a minimum of six (6) cubic feet (0.2 m 132 1 • 120 DAYS = 2/29/2008 _ := DATE OF FILING: 12/19/2007 " ' DATE MAILED: 0/2007 CITY OF TIGARD Washington County, Oregon NOT ,O I, fi ORDER BY THE HEARINGS OFFICER Case Numbe j . OKA)ITIONAL USE PERMIT (CUP) 2007 -00003 c*, ;,' ''SFNSITIVE LANDS REVIEW (SLR) 2007 -00004 � JUSTMENT (VAR) 2007 -00036 N PERMIT (SGN) 2007 - 00171 Case Name: G � •� VALLEY FIRE & RESCUE WALNUT STATION 50 Applicant's Name /A : Tualatin ValleyFire & Rescue 20665 SW Blanton Street, Aloha, Oregon 97007 Owner's Name /Ad Same as applicant Address of Property: 12585 SW Walnut Street Tigard, Oregon 97224 Tax Map /Lot Nos.: Washington Co. Tax Assessor's Map No. 2S104AD, Tax Lot 4500. A FINAL ORDER INCORPORATING THE FACTS, FINDINGS AND CONCLUSIONS APPROVING A REQUEST FOR A CONDITIONAL USE, SENSITIVE LANDS REVIEW. AN ADJUSTMENT AND A SIGN PERMIT. THE CITY OF TIGARD HEARINGS OFFICER HAS REVIEWED THE APPLICANT'S PLANS, NARRATIVE, MATERIALS, COMMENTS OF REVIEWING AGENCIES, THE PLANNING DIVISIONS STAFF REPORT AND RECOMMENDATIONS FOR THE APPLICATION DESCRIBED IN FURTHER DETAIL IN THE STAFF REPORT. THE HEARINGS OFFICER HELD A PUBLIC HEARING ON DECEMBER 17, 2007 TO RECEIVE TESTIMONY REGARDING THIS APPLICATION. THIS DECISION HAS BEEN BASED ON THE FACTS, FINDINGS AND CONCLUSIONS CONTAINED WITHIN THIS FINAL ORDER Summary: > Conditional Use Permit approval for a fire station that will indude an apparatus bay for three fire engines, staff dormitories, locker rooms, kitchen, dining and day room, offices exercise room and storage. The fire station will also provide a 767 square foot community room that will be available forpublic use. The applicant will S provide off -street parking for station staff, the community room and the adjacent park. The applicant also received ensitive Lands Review approval for construction of stormwater facilities within the Krueger Creek buffer area, an Adjustment to reduce the driveway spacing reyurrements along a collector from 200 feet to 25 feet and a Sign Permit for a double - faced freestanding sign. At the December 17, 2007 public hearing, the .Hearings Officer approved this request, subject to conditions of approval contained within this final order. Zone: R Low - Densi Residential District. Applicable Review Criteria: Community Development Code Chapters 18.330, 18.360, 18.390, 18.510, 18.705, 18725, 18.745, 18 ,765,18.775,18.780,18.790,187 and 18.810. Action: > ❑ Approval as Requested © Approval with Conditions ❑ Denial Notice:. Notice was published in the newspaper and mailed to: © Owners of Record within the Required Distance © Affected Government Agencies © Interested Parties © The Applicants and Owners The adopted findings of fact and decision can be obtained from the Planning Division/Community Development Department at the City of Tigard Permit Center at City Hall. Final Decision: THIS DECISION IS FINAL ON DECEMBER 20, 2007 AND BECOMES EFFECTIVE ON JANUARY 8, 2008 UNLESS AN APPEAL IS FILED. Appeal: The decision of the Review Authority is final for purposes of appeal on the date that it is mailed. Any party with standing as provided in Section 18.390.040.G.1. may appeal this decision in accordance with Section 18.390.040.G.2. of the Ti and Community Development Code which provides that a written appeal together with the required fee shall be filed with the Director within ten (10) business days of the date the notice of the decision was mailed. The appeal fee schedule and forms are available from the Planning Division of Tigard City Hall, 13125 SW Hall Boulevard, Tigard, Oregon 97223. THE DEADLINE FOR FILING AN APPEAL IS 5:00 PM ON JANUARY 7, 2008. 1 Questions: If you have any questions, please call the City of Tigard Planning Division at (503) 639 -4171. BEFORE THE LAND USE HEARINGS OFFICER FOR THE CITY OF TIGARD, OREGON Regarding an application by Tualatin Valley Fire & Rescue) FINAL ORDER for a conditional use permit and sensitive lands review ) - to construct and operate an 11,882 square foot fire station ) CUP2007 -00003 at 12585 SW Walnut Street in the City of Tigard, Oregon ) (TVF &R Walnut Station) A. SUMMARY 1. Gary Wells filed the application for Tualatin Valley Fire & Rescue ( "TVF &R" or the "applicant "). The applicant requests approval of a conditional use permit to construct and operate an 11,882 square foot fire station at 12585 SW Walnut Street; also known as tax lot 4500 WCTM 2S 104AD (the "site "). The fire station will include an apparatus bay for three fire engines, staff dormitories, locker rooms, kitchen, dining and day room, offices, exercise room and storage. The fire station will also provide a 767 square foot community room that will be available for public use. The applicant will provide off- street.parking for station staff, the community room and the adjacent. park. The applicant also requests sensitive lands review for construction of stormwater facilities within the Krueger Creek buffer area, an adjustment to reduce the driveway spacing requirements along a collector from 200 feet to 25 feet and a sign permit for a double -faced freestanding sign. Additional basic facts about the site and surrounding land and applicable • approval standards are provided in the Staff Report to the Hearings Officer dated December 10, 2007 (the " Staff Report"), incorporated herein by reference. 2. Tigard Hearings Officer Joe Turner (the "hearings officer ") conducted a duly noticed public hearing to receive testimony and evidence in the matter. At the public hearing, City staff recommended conditional approval of the application. Representatives of the applicant testified in support of the application. One person testified orally in support of the•application. One person testified orally with questions and concerns. Other persons testified in writing. Disputed issues in this case include: a. Whether the proposed development complies with CWS buffer requirements for streams and wetlands; • b. Whether the City can require a larger stream buffer to protect water quality and wildlife habitat; and c. Whether the development provides an adequate number of off -street parking spaces. 3. The hearings officer concludes that the applicant sustained the burden of proof for a conditional use permit based on the findings and conclusions included and incorporated herein and subject to conditions at the end of this final order. B. HEARING AND RECORD 1. The hearings officer held a duly noticed public hearing on December 17, 2007 to receive and consider public testimony in this matter. The record includes a witness list,materials in the casefile as of the close of the record, including materials submitted after the hearing, and an audio record of the hearing. At the beginning of the hearing, the hearings officer made the declaration required by ORS 197.763. The hearings officer disclaimed any ex parte contacts, bias or conflicts of interest. The following is a summary by the hearings officer of selected relevant testimony offered at the hearing. • 2. City planner Cheryl Caines summarized the Staff Report. a. She noted that the City received a written comment from Verizon Communications stating that phone service is available to the site. b. The City also received a letter from Sue Beilke, director of the Biodiversity Project of Tigard and vice - president of Friends of Summer Creek. Ms. Beilke argued that the proposed 50 -foot stream buffer should be measured from the edge of the wetland associated with the stream, based on CWS regulations. Ms. Beilke further argued that the 50 -foot buffer is inadequate to protect water quality and wildlife. The buffer should be increased to a minimum 200 feet. Ms. Caines noted that CWS issued a service provider letter approving the proposed buffer. The City has no authority to require a larger vegetated corridor or otherwise apply CWS's regulations in this proceeding. c. She noted that the applicant submitted a supplemental sight distance analysis dated November 29, 2007. d. In response to Ms. Cameron's testimony, she testified that the stream setback requirements are determined by CWS. The applicant proposed to remove two trees on the site, but all of the trees near the stream will remain. The parking requirements are based on the size of the.facility and the meeting room. 3. City engineer Kim McMillan testified that CWS issued a service provider letter accepting the 50 -foot buffer proposed by the applicant. The applicant must obtain formal approval from CWS before the City will issue building permits for the fire station. She opined that traffic generated by the proposed facility will be imperceptible to surrounding residents. 4. Planner Frank Angelo and TVF &R Division Chief Gary Wells testified for the applicant. a. Mr. Angelo accepted the findings and conditions in the Staff Report with one • exception outlined in his December 17, 2007 letter. He noted that there are no overhead utility lines along the site's Walnut Street frontage. Therefore condition of approval 28 should be deleted. He testified that many fire stations provide community rooms. The 767 square foot community meeting room proposed on this site will accommodate a maximum of roughly 20 CUP200 00003 /SLR2007- 00004 /VAR2007- 00036/SGN2007 -00171 Hearings Officer Final Order (TVF &R Walnut Station) Page 2 1 people. The Fire District can control the use of the room. He waived the applicant's right to submit a final written argument. b. Mr. Wells testified that the site is located in an area that is currently underserved by TVF &R. Response times in the area range from ten to twelve minutes, compared to six minute average response times in the remainder of TVF &R's service area. The proposed fire station is expected to reduce response times in the area to six minutes or less; consistent with the remainder of TVF &R's service area. 5. Mark Padgett, president of the Quail Hollows homeowners association testified in support of the application. He argued that the proposed fire station will increase public health, safety and welfare. 6. Donna Cameron questioned whether the facility provides sufficient parking to accommodate the proposed community room and the adjacent park. She questioned whether the facility will be setback away from the stream and associated wetlands. The "swampy areas" extend some distance away from the stream. She questioned whether the applicant will remove trees near the stream. 7. At the end of the hearing, the hearings officer closed the public record and announced his intention to approve the application subject generally to recommended conditions in the Staff Report. C. DISCUSSION 1. The Staff Report identifies the applicable approval criteria for the application and applies them to the record in the case. The hearings officer agrees that the standards identified in the Staff Report are applicable and finds that they are correctly applied to the facts of the case in the Staff Report. Substantial evidence in the record shows that the proposed use does or can comply with the applicable approval criteria for a CUP, and adoption of recommended conditions of approval as amended will ensure final plans are submitted and implemented as approved consistent with those criteria and standards and will prevent, reduce or mitigate potential adverse impacts of the development consistent with the requirements of the TMC. The hearings officer adopts the findings and conclusions in the Staff Report, as modified, as his own. 2. The photographs attached to Mr. Angelo's December 17, 2007 letter demonstrate that there are no overhead utility lines along the site's Walnut Street frontage. Therefore condition of approval should be deleted. 3. Ms. Beilke argued that the stream buffer should be measured from the edge of the • wetland, rather than from the stream, based on CWS regulations. However the hearings officer has no authority to construe or apply CWS's regulations. The hearings officer finds that the proposed buffer is sufficient to comply with CWS's regulations based on the CWS service provider letter CWS approved site plan. Exhibit B of the application. There is no substantial evidence to the contrary. If Ms. Beilke disagrees with CWS's determination she can appeal it consistent with CWS's regulations. CUP 00003 /SLR2007- 00004 /101R2007- 00036/SGN2007 -00171 Hearings Officer Final Order (TVF &R Walnut Station) Page 3 1 a. The hearings officer has no authority to require a larger buffer in this case to protect water quality and wildlife. b. The applicant did not propose a trail within the stream buffer with this application. If a trail is proposed in the future it will be subject to further review at that time. 4. The hearings officer finds that the proposed development complies with the approval criteria for sensitive lands review based on the findings in the Staff Report. There is no substantial evidence to the contrary. 5. The hearings officer finds that the proposed facility provides an adequate number of off - street parking spaces to accommodate the demands of the proposed fire station, including the community meeting room. As discussed in the Staff Report, TMC 18.765 requires a minimum of 31 and a maximum of 45 off-street parking spaces to accommodate the uses proposed on the site. The applicant proposed 39 spaces which meets both minimum and maximum standards. The applicant is not required to provide parking for the park, since park development is not proposed with this application. D. CONCLUSIONS Based on the findings and discussion provided or incorporated in this final order, the hearings officer concludes that the applicant sustained the burden of proof that the proposed conditional use permit does or will comply with the applicable criteria of the Community Development Co4e, provided development that occurs after this decision complies with applicable local, state, and federal laws and with conditions of approval warranted to ensure such compliance occurs in fact. E. DECISION In recognition of the findings and conclusions contained herein, and incorporating the Staff Report and public testimony and exhibits received in this matter, the hearings officer hereby approves CUP2007 -00003 (TVF &R Walnut Station), subject to the following conditions of approval: CONDITIONS OF APPROVAL THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO THE ISSUANCE OF SITEBUILDING PERMITS: Submit to the Planning Department (Cheryl Caines, 639 -4171, ext. 2437) for review and approval: 1. Prior to site work the applicant shall submit a revised site plan for review and approval that shows a buffer along the eastern parking lot that meets the standards of Table 18.745.2 (buffer requirement "C "). • CUP2007- 00003 /SLR2007- 00004 /VAR2007- 00036/SGN2007 -00171 Hearings Officer Final Order (TVF &R Walnut Station) Page 4 1_ • 2. Prior to the issuance of building permits, the applicant shall submit a screening detail plan for the rooftop air conditioner. 3. Prior to the issuance of building permits, the applicant shall submit plans for review and approval to ensure that traffic flow is clear to all users. 4:- Prior to commencing site work, the applicant shall submit_construction-draw.irigsfoberth �'laniung.and- Engineering that include: A. Protection measures for all trees to be retained on -site including street trees. B. A note prohibiting equipment, vehicles, machinery, grading, dumping, storage, burial of debris, or any other construction- related activities in any tree protection zone; and C. A note stating that only those trees identified on the approved Tree Removal plan are authorized for removal by this report. Notwithstanding any other provision of this title, any party found to be in violation of this chapter [18.790] pursuant to Chapter 1.16 of the Tigard Municipal Code shall be subject to a civil penalty of up to $500 and shall be required to remedy any damage caused by the violation. Such remediation shall include, but not be limited to, the following: 1). Replacement of unlawfully removed or damaged trees in accordance with Section 18.790.060 (D) of the Tigard Development Code; and 2) Payment of an additional civil penalty representing the estimated value of any unlawfully removed or damaged tree, as determined using the most current International Society of Arboriculture's Guide for Plant Appraisal. 5. Prior to commencing site work, the applicant shall establish fencing as directed by the project arborist to protect the trees to be retained. The applicant shall call for an inspection and allow access by the City Arborist for the purpose of monitoring the tree protection to verify that the tree protection measures are performing adequately. 6. The applicant shall have an on -going responsibility to ensure that the Project Arborist has submitted written reports to the City Arborist, at least once every two weeks, as the Project Arborist monitors the construction activities from initial tree protection zone (TPZ) fencing installation through the building construction phases. The reports shall evaluate the condition and location of the tree protection fencing, determine if any changes occurred to the TPZ, and if any part of the Tree Protection Plan has been violated. If the reports are not submitted to the City Arborist at the scheduled intervals, and if it appears the TPZ's or the Tree Protection Plan are not being followed by the contractor or a sub - contractor, the City can stop work on the project until an inspection can be done by the City Arborist and the Project Arborist. Prior to issuance of any Certificates of Occupancy, the Project Arborist will submit a final certification indicating the elements of the Tree Protection Plan were followed and that all remaining trees on the site are healthy, stable, and viable in their modified growing environment. 7. If work is required within an established tree protection zone, the project arborist shall • prepare a proposal detailing the construction techniques to be employed and the likely impacts to the trees. The proposal shall be reviewed and approved by the City Arborist CUP2007- 00003 /SLR2007- 00004 /VAR2007- 00036/SGN2007 -00171 Hearings Officer Final Order (TVF &R Walnut Station) Page 5 before proposed work can proceed within a tree protection zone. The City Arborist may require changes prior to approval. The project arborist shall be on site while work is occurring within the tree protection zone and submit a summary report certifying that the work occurred per the proposal and will not significantly impact the health and/or stability of the trees. 8. Prior to issuance of building permits, the applicant (developer or builder) shall: A. Submit site plan drawings showing the accurate location of the trees that were preserved, the location of tree protection fencing. B. Submit a statement and signature of approval from a certified arborist regarding building and infrastructure siting techniques to be employed in construction with respect to any protected trees on site. Submit to the Engineering Department (Kim McMillan, 639 -4171, ext. 2642) for review and approval: ( Prior to issuance of a site permit, a Public Facility Improvement (PEI) permit is required • for this project to cover street improvements and any other work in the public right -of- way. &x'_(6j of detailed public improvement plans shall be submitted for review to the Engineering Department. NOTE: these plans are in addition to any drawings required by the, Building Division and should only include sheets relevant to public improvements. Public Facility Improvement (PFI) permit plans shall conform to City of Tigard Public Improvement Design Standards, which are available at City Hall and the City's web page (www.tigard-or.gov). 10. The•PFI permit plan submittal shall include the exact legal name, address and telephone number of the individual or corporate entity who will be designated as the "Permittee ", and who will provide the financial assurance for the public improvements. For example, specify if the entity is a corporation, limited partnership, LLC, etc. Also specify the state within which the entity is incorporated and provide the name of the corporate contact person. Failure to provide accurate information to the Engineering Department will delay processing of project documents. The applicant shall provide a construction vehicle access and parking plan for approval by the City Engineer. The purpose of this plan is for parking and traffic control during the public improvement construction phase. x:12. Prior to issuance of the Site Permit, the applicant shall pay the addressing fee. (STAFF CONTACT: Bethany Stewart, Engineering). 13. Prior to issuance of the PFI Permit the applicant shall submit plans for the emergency vehicle traffic signal for review and approval. 14. The applicant shall revise the plans to move the westerly driveway 10 feet to the west to align with the driveway across Walnut Street. CUP 00003/SLR2007- 00004 /VAR2007- 00036/SGN2007 -00171 Hearings Officer Final Order (TVF &R Walnut Station) Page 6 el 5 } The applicant shall revise the plans to move the westerly driveway 10 feet to the west to align with the driveway across Walnut Street. 15. The applicant shall work with the adjacent property owner to remove a portion of the existing fence to obtain a minimum 400 feet of sight distance from the westerly driveway. 16. The applicant shall obtain approval from the TVF &R Deputy Fire Marshall II for the proposed number and placement of hydrants prior to issuance of the City's Public Facility Improvement permit. 17. Final design plans and calculations for the proposed private water quality and detention facility shall be submitted to the Engineering Department (Kim McMillan) as a part of the Public Facility, Improvement (PFI) permit plans. Included with the plans shall be a proposed landscape plan and maintenance plan. 18. An erosion control plan shall be provided as part of the Public Facility Improvement (PFI) permit drawings. The plan shall conform to the "Erosion Prevention and Sediment Control Design and Planning Manual, February 2003 edition." . j . S The applicant shall obtain a 1200 -C General Permit issued by the City of Tigard pursuant to ORS 468.740 and the Federal Clean Water Act. THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO A FINAL BUILDING INSPECTION: Submit to the Planning Department (Cheryl Caines, 639 -4171, ext. 2437) for review and approval: x,0;3 Prior to final building inspection, the applicant shall install a shield on the light pole adjacent to tax lots 4700 and 4800 or direct light away from neighboring residential uses. 21. Prior to final building inspection, the applicant shall record a deed restriction to the effect that any existing tree greater than 6 inches diameter may be removed only if the tree dies or is hazardous according to a certified arborist. The deed restriction may be removed or will be considered invalid if a tree preserved in accordance with this decision should either die or be removed as a hazardous tree. 4, Prior to final building inspection, the applicant shall submit a summary of the biweekly arborist reports prepared by the Project Arborist. The summary shall document the effect of the approved tree protection plan, account for any violations, and certify the condition of protected trees. CUP 00003 /SLR2007- 00004 /VAR2007- 00036/SGN2007 -00171 Hearings Officer Final Order (TVF &R Walnut Station) Page 7 Submit to the Engineering Department (Kim McMillan, 639 -4171, ext. 2642) for review and approval: 23. Prior to a final building inspection, the applicant shall complete the required public improvements, obtain conditional acceptance from the City, and provide a one -year maintenance assurance for said improvements. 24. Additional right -of -way shall be dedicated to the Public along the frontage of SW Walnut Street to increase the right -of -way to 35 feet from the centerline for the full length of the frontage (including the east and west ends). The description shall be tied to the existing right -of -way centerline. The dedication document shall be on City forms. Instructions are available from the Engineering Department. 5.- Prior to final building inspection, the applicant shall restore the striping of the bike lane along the frontage of SW Walnut Street. 26. Prior to final building inspection, the applicant's engineer shall provide final sight distance certification for the westerly driveway. 27. Prior to final building inspection, the emergency vehicle traffic signal shall be fully operational and accepted by the City Engineer. 28. To ensure compliance with Clean Water Services design and construction standards, the applicant shall employ the design engineer responsible for the design and specifications of the private water quality facility to perform construction and visual observation of the water quality facility for compliance with the design and specifications. These inspections shall be made at significant stages, and at completion of the construction. Prior to final building inspection, the design engineer shall provide the City of Tigard Engineering staff with written confirmation that the water quality facility is in compliance with the design and specifications. FAILURE TO SATISFY THE CONDITIONS OF APPROVAL WITHIN 18 MONTHS OF THE EFFECTIVE DATE OF THE HEARINGS OFFICER'S DECISION SHALL RENDER THE HEARINGS OFFICER'S DECISION VOID. DATED this 19 day of December 2007. Joe Turner, Esq., A1CP City of Tigard Land Use Hearings Officer CUP2007- 00003 /SLR2007- 00004 /VAR2007- 00036/SGN2007 -00171 Hearings Officer Final Order (TVF &R Walnut Station) Page 8 - _� ! �-- ///- -��7 // \ I 1 ( J 7 11--- _ C I TYo F TI GR D I / / PL - I GEOORAPNIC INFORAT,ON / 1 Asti < W -- j , a VICINITY MAP Lu --1 !___t----1 . Lo . i 1 r __,_:___-_ e VII CUP2007 00003 i 1- , i TUALATIN VALLEY FIRE & RESCUE r . II ALNUT STATION lb •VE, g 4111. - ,- Ll. 0 T 2. 00 s o c ■ ♦ � — It • • LEGEND: o S N suBJECr ___ oli � SITE MU III s- , MINI 111111111rA I 11111 Or 11 oyc al 111101 V I • RIE cr" r , ,... in on � 1 V [re.:• I. /JP° RIO a�j,Ow• / bn -N•:R 1 n.: a ` III Tlea M Ip. I 1 'i 1... 7871ee1 I _ Information on U l u ) map n ex general locator! Dory and ALB ST 111 l should bo verd,ed wen rIN) Development Semen cea OmaDonlon 17125 SW Hen &vd Tigard. OR 87227 9 _�— — _ — ._ — ( -a L I htlp Ilwwwww a tr Ilove e Or us Community Development Plot date: Nov 13, 2007; C'Imagic \MAGICO3 APR r a • ...._ ! .•ma r T ...•.. 1 i 1 `r.' 11 T7 PBS I I —A—PROJECT LOCATION •'''..... • 1.orla '1 R1''�'' •••'• rte. ..i.20.9.i mr • i r `.,.. C•SINK ,r • .Me �' , SITE VICINITY MAP UM sr NAL Nan (1 (1 10 •02C6) r ,14)) ..../ ..=.•,;70 • . - / w - _- - . : , c........, . sou O, W =ANN. 41.0+41 WIN MO *NUM Or N.I. MINN WWII. Nonl 10 NOM. _ 4 ..l.,c.o• Mu om.o..lo.r . .... . n.. a., ..m 4,01.0 OUT CW14rt au WI CNnsc,lal r wR � i.1 w�ic n u mr TlL NUM BERS p CITY OF TpARD 501631141,1 P 1" i1GARD PUBLIC WORKS 603 7162196 1 Q ROAR WATER SERVICES 601m17606 J II T 600s 7aoo E z .-- 1 E1 DWEST 037211.1111 N H O NW NATURAL OAS 00171! 271, ('� • =�1 PrB aD17a6111 E. . • 71 • . ' „ I ` _ ■� j INDENT° DRAWINGS O ' la ! • COD CML COVER AND SITE M4ROVENFM 7 i :.:: j Ear , .. ap Q 3 n BI CI, STORIAWATER PLAN u • • AN NO _ I N � y 1w BI ' C1.2 GRApRO ANO EROSION CONTROL PLAN r - r- 4 41 ;NS 1 1. m III cza EROSION CONTROL DETAa1 • • . 1I4 y C2.1 6TORW(ATER DETAILS • ''' \ ; i C2.2 WATER oemAs N sumo s (0. 72 Ants) I ,I • i' I IE ��� ....::-N 1 .�• sown. sr . I ' N � a..v i I I t �711MR_ .: 1O9$� .r 1►rr1 i : ran+N �! X 1 1 , • �' • .' L. s~t 4 : � : -- • • . .. ' 1 . N • V N.oeire .i 1 L •z . _._._ _.L —..L- .L ) rwsia6un � - 1 I ; � ' . WONT•OU On Nat COWR �� A • , • uooav+aN ... S.W. WALNUT STREET �11. T Nola/ 1111IIOV{,plf i .. Mt NOO.M� ' 141 N .. .w....r.e.w.a rim I o>m, -„ • . SITE SUMMARY: ...N. ,41,41 • f Ir'.m °i TM IVRCEI/. L,011A0011000 j w SITE AR(A• 127 ACRES I,ATA7SO. R.) .. w 1 1 fur COPPIAN DESIGNATION; LOWDEKSITY REBIOENNL 1' 1..,::.;,V1...........`••••••' 1. r ;` ;.:_: '` r °. II II SITE IMPROVEMENT LEGEND QUARTER / w OF SEC I.TSNRIW WM ^° OAT - 1 -i1::1'-',..=-..11-=.11'1=1.1%=:1111-i1::1'-',..=-..11-=.11'1=1.1-i1::1'-',..=-..11-=.11'1=1.1%=:1111—,11=1 IIII�'11 —,11 =1 I �� m�Ob.[.[rt www GENERAL INFORMATION: 1 1 1 .4.AM.Y1/.A.TrY1 PROFFATT OWNER; AR0lrtlCT• APPLIGWT: 2121.111111M r owe .. ~ Ae r av n.ma. wow.. MAN W 01.•y1 Q .a c..a,rt 701..1. iW1ATN VALLEY FOR O 11Re6COF Pm 6 ARCIOTEC AM Fl OELOA10111OOROI/P P116 EPWOAIO FRVROlM IRAL CON° 1 r a. Naas. a.m. ..N cam. AN. 11 VrW ' 730 COMMERCIAL PARKWAY BM TNRPP 450 S NN•311.0 NEK O OUT r. 0...o run / / C nor OR •1I2 CV ORBETT AVENUE 4306WWNL MATE 101 13109WISTRe6T 1 W ON100• .OY PIk NO ON 11517 PORTLAND OR BIDI 1032PORT01D ORA= VANCOISKII W31 010 00 I TYPICAL ON-SITE ITE PAVEMENT CROSS-SECTION FAX 4 W M MT PIC 0 0 1710 SOO Pit 2IA PR 1340.00041.11 ! AS. . bNY riar.U.0.. 05 PAR: [0110711 PAR: 101r1T111/P MR 1110.106004 omit I Or 11 ' ""` N. &MC 00g1112•••S.ca. _ l.0.1UU wr_melOroerP.mn a.0.0UN.1110 Commercial Application Checklist A° City of Tigard F ECE" !9 13125 SW Hall Blvd., Tigard, OR 97223 2�0� Phone: 503.639.4171, Fax: 503.598.1960 u 10 2.- T I G A R D Internet address: www.tigard - or.gov et R. PROJECT INFORMATION Project name: TVF &R Station 50 r Date: 1/25/08 Address: 12585 SW Walnut Street City: Tigard State: OR ZIP: 97224 Scope of work: New Fire Station Reference no.: CUP 2007 -00003 Map and tax -lot no.: 2S104AD Lot 4500 Contact person name: Jeff Bringenberg Company: Peck Smiley Ettlin Architects Phone: 503.417.7612 Fax: 503.248.0223 Cellular phone: E -mail: jeff @psearchs.com 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 sro 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) • 1: \Building \Forms \COM- Checklist.doc 01/25/08 • 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 COV 1.3 ® Required Cover sheet vicinity map C0.0 1.4 ® Required Cover sheet plan index COV 1.5 ® P ❑ NA Code summary COV 1.6 ® P ❑ NA Deferred submittal summary COV 1.7 ® P ❑ NA Professional stamp and signature All Sheets 1.8 ® P ❑ NA Fire and life- safety plan FLS1.1 1.9 ® P ❑ NA Landscape plan L1.0 1.10 ® P ❑ NA Landscape specifications 02800, 02810, 02820 Supporting documents Notes 1.20 ® P ❑ NA Land -use or planning actions Copy Attached 1.21 ® P ❑ NA Required fire -flow calculations See Attached 1.22 ❑ P ❑ NA Fire - hydrant flow -test report 1.23 ❑ P ❑ NA Fire department or fire district building survey report 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 C0.0 2.2 ® Required Site utility plan C1.0 2.3 ® Required Grading plan C1.2 2.4 ® Required Erosion - control plan C1.2 2.5 ❑ P ® NA Utility -vault location and details Supporting documents Notes 2.20 ® P ❑ NA Geotechnical /soil engineer report Appendix B in Specs 2.21 ® P ❑ NA Storm -water calculations Attached 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 \Fortes \COM- Checklist.doc SECTION 3.0 — ARCHITECTURAL DATA Construction documents Location (sheet number or spec section) 3.1 ® Required Floor plan(s) A2.1 3.2 ® Required Transverse and longitudinal cross sections A4.1 3.3 ® Required OSSC Chapter 11 accessibility requirements Provided Throughout 3.4 ® P ❑ NA Interior elevations A7.1, A7.2 3.5 ® P ❑ NA Exterior elevations A3.1 3.6 ® P ❑ NA Roof plans A1.1 3.7 ® P ❑ NA Exterior wall sections and details A3.1, A4.1, A4.2, A5.1 A5.2 3.8 ® P ❑ NA Reflected ceiling plan(s) A9.1 3.9 ❑ P ® NA Fire -rated construction details 3.10 ® P ❑ NA Energy code compliant construction details and specifications Energy Forms Attached 3.11 ® P ❑ NA Door schedule A2.2 3.12 ❑ P ® NA Glazing schedule 3.13 ❑ P ® NA Furniture plan Supporting documents Notes 3.20 ® P ❑ NA Energy code compliance forms /calculations Attached 3.21 ❑ P ® NA Material safety data sheets (MSDS) 3.22 ❑ P ® NA Hazardous materials inventory statement (HMIS) 3.23 El 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-Checklisteloc SECTION 4.0 — STRUCTURAL DATA Construction documents Location (sheet number or spec section) 4.1 ® Required Structural cover sheet S1.0 4.2 ® P ❑ NA Foundation plan S1.1 4.3 ❑ P ® NA Under -slab mechanical plan 4.4 ❑ P ® NA Under -slab electrical plan 4.5 ❑ P ® NA Under -slab plumbing plan 4.6 ❑ P ® NA Floor framing plan 4.7 ® P ❑ NA Roof framing plan S2.1 4.8 ® P ❑ NA Structural elevations S2.4 4.9 ® P ❑ NA Structural details and cross sections S1.2, S2.2. S2.3, S2.4 4.10 ❑ P ® NA Standpipe information 4.11 ® P ❑ NA Special inspector /structural observation matrix S1.0 Supporting documents Notes 4.20 ' ® P ❑ NA Geotechnicallsoil engineer report Appendix B in Specs 4.21 ® P ❑ NA Site - specific seismic hazard report Appendix B 4.22 El P ® NA Design narrative 4.23 ® P ❑ NA Structural calculations Attached 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:\BuildinOorms\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 M2.1 5.2 ® Required Equipment schedule MO.2 5.3 ❑ 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) M2.1 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 MO.2 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 M3.1, Spec Section 15010 Supporting documents Notes 5.20 ® Required Structural calculations for vertical loads and lateral loads for equipment weighing over 400 pounds No units over 400# 5.21 ® P ❑ NA Equipment manufacturers' catalog "cut sheets" or specifications. M0.2, Specs 5.22 ® P ❑ NA Outside air (OSA) calculations M0.2 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:\Bui lding \Forms \COM- Checklist.doc • SECTION 6.0 — MECHANICAL DATA (Additional or replacement rooftop installation permits) 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 ® Required Floor plan(s) 7.3 ® Required Kitchen equipment plan 7.4 ® Required Kitchen equipment and hood elevations 7.5 ❑ P Z 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\Fonns\COM-Checklist.doc SECTION 8.0 — PLUMBING DATA Construction documents Location (sheet number or spec section) 8.1 ® Required Floor plan(s) P2.1, P2.2 8.2 ® Required Piping and material schedule P0.2 8.3 ® Required Equipment layout plan P2.1, P2.2 8.4 ® Required Fixture schedule P0.2 8.5 ❑ 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 P2.1 8.10 ❑ P ® NA Irrigation plan 8.11 ❑ P ® NA Fire -rated construction details 8.12 ® P ❑ NA Under -slab plumbing plan P2.1 Supporting documents Notes 8.20 0 Required Structural calculations for vertical loads and lateral loads for equipment weighing over 400 pounds No Equipment over 400# 8.21 ❑ P ® NA Equipment manufacturers' catalog "cut sheets" or specifications 8.22 ❑ P ® NA Utility maintenance agreements 8.23 ❑ P Z NA Water supply calculations 8.24 ❑ P ® NA Sanitary system calculations 8.25 ❑ P ® NA Irrigation demand calculations 8.26 ❑ P Z NA Roof drain and storm water calculations • • 440 -2734 (8 /01/WEB /COM) Tri- County Commercial Application Checklist 7 For use in building department jurisdictions in Clackamas, Multnomah, and Washington Counties i:\ Building \Fortes \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) E3.1, E5.2 9.3 Z Required Electrical load calculations E5.1 9.4 ® Required One line diagram E5.1 9.5 El Required Feeder riser diagram E5.1 9.6 ® Required Available fault current information E5.1 '9.7 ® Required Panel schedule(s) E0.3 9.8 ® P ❑ NA Site electrical plan E1.1 9.9 ❑ P ® NA Fire -rated construction details 9.10 ® P ❑ NA Lighting plan E2.1 9.11 ❑ P ❑ NA Emergency power system and emergency lighting plan E2.1, E4.1, E5.1 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 No Equipment over 400# 9.21 ® P ❑ NA Energy code compliance forms and calculations for lighting Attached 9.22 ❑ P ❑ NA Emergency power system specifications 16610, 16620 9.23 ❑ P ® NA Feeder riser information 9.24 ® P ❑ NA Lighting equipment manufacturers' catalog "cut sheets" or specifications E0.2 440 - 2734 (8/01 /WEB /COM) Tri- County Commercial Application Checklist 8 For use in building department jurisdictions in Clackamas, Multnomah, and Washington Counties is \Building \Fortes \COM- Checklist.doc • • SECTION 10.0 - FIRE SUPPRESSION DATA Construction documents Location (sheet number or spec section) 10.1 ® Required Floor plan(s) Bidder Design - Section 15300 10.2 ® Required Sprinkler piping plan(s) Deferred Submittal 10.3 ❑ P ® NA Site plan 10.4 ® P ❑ NA Standpipe information Section 15300 10.5 ® P ❑ NA Back flow prevention information Section 15300 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 0 Required Structural calculations for vertical loads and lateral loads for equipment weighing over 400 pounds Deferred Submittal 10.21 ® Required Equipment manufacturers' catalog "cut sheets" Deferred Submittal 10.22 ❑ P ❑ NA Hydraulic calculations Deferred Submittal 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 ZRequired Floor plan(s) Bidder Design - Section 16721 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 Section 16721 11.8 ❑ P ® NA Fire -rated construction details 11.9 ❑ P ® NA Standard electrical notes Supporting documents Notes 11.20 0 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 /01/WEB /COM) Tri- County Commercial Application Checklist 9 For use in building department jurisdictions in Clackamas, Multnomah, and Washington Counties i:\ Bui lding\Forms \COM- Checklist.doc SECTION 12.0 — RE -ROOF INSTALLATION DATA Construction documents 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 El 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 /01/WEB /COM) Tri- County Commercial Application Checklist 10 For use in building department jurisdictions in Clackamas, Multnomah, and Washington Counties is \Bui (ding \Forms \COM- Checklist.doc • Is ' Form 5a Project Name: Tualatin Valley Fire and Rescue - Walnut Street /f"\ Page LIGHTING - GENERAL 4 ' ,'`y. -. 1. Interior Exceptions (Section 1313.1) I P • ❑ No Interior Lighting. The building plans and specificptipps do not Alkfor nvw alte04 interior lighting Skip to Item 5, Exterior building Lighting - Gener fbelaw/ �Q +• _ N`y Exceptions ❑ Exceptions. 1. The building or part of the buildiri qu f ifes for,an t3xceplii h -frgni ycode lighting Discussion of qualifying requirements. Applicable code exception tu �! ' i _r- \.— exceptions in instructions ,, section 2. Lighting equipment that qualifies for xcgption - i ition,to generVi and is separately controlled. Applicable code exception is number. ti.� Areas of the building and equipment that quality for any exceptiDfts Plans /Specs M p , Y Show compliance by including �� �( �� ^ ,� l adrawing sheer, detail ACV f 7 a " number, and/or specification A section and subparagraph. 2. Local Shut-off controls (Section 1313.3) � �1 IC�j COi Y ff p Complies At least one local shut -off lighting control for every 2,000 square fe lighted floor area and for all spaces enclosed by walls or ceiling height partitions. This control is detailed in the building plans on drawing number: ❑ Exception. The building or part of the building qualifies for an exception. Applicable code exception is Section 1313 3 1 1, Exception: Portions of the building that qualify 3. Automatic Shutoff Controls (Section 1313.3.1.2) ❑ Not Applicable. Office floor area is not over 2,000 square feet of contiguous office floor area or permitted space is not over 5,000 square feet No offices less than 300 square feet, meeting or conference rooms, or school classrooms. ❑ Complies. All interior lighting systems are equipped with a separate automatic control to shut off lighting during unoccupied periods. Offices less than 300 square feet, meeting and conference rooms, and school classrooms are equipped with occupancy sensors that comply with Section 1313.3.1 2.1. Compliance details in plans /specs ❑ Exception. The building or part of the building qualifies for an exception. Applicable code exception is Section 1313 3 1,2, Exception: Portions of the building that qualify: 4. Daylighting Controls (1313.3.1.3) 9 No classrooms or atriums with skylights or window to wall ratio greater than 50 %. ❑ Complies. All classrooms and atriums with window to wall ratio greater than 50% and /or skylights are equipped with automatic daylight sensing controls, as required by Section 1313 3 1.3 1 and Section 1313.3.1 3 2 The daylight sensors specified comply with Section 1313.3 1 3 3. Compliance details in plans /specs: Exterior Build 5. Exterior Lighting (Section 1313.5) ing Lighting p Complies. The plans do not call for use of incandescent or mercury vapor lamps for use on building exterior is lighting directed to ❑ Exception. The building plans indicate luminaires with incandescent or mercury vapor lamps, but are illuminate the exterior of the specified for use in or around swimming pools, water features, or other locations subject to requirements building and ad /scent of Article 680 of the 2002 National Electrical Code. walkways and loading areas with or without canopies Clock Switches 6. Exterior and Canopy Lighting Controls (Section 1313.3.2) shall be astronomic (seasonal 3 Complies. The building plans and specifications include photoelectric and /or clock switches on all exterior correcting) type with separate lighting systems which are designed and programmed to extinguish lights when daylight is present, as • programs for each day of the required by Section 1313.3.2 week and shall store energy to maintain timekeeping during power outages 7. Connected Lighting Power (Section 1313.4) I YES'Complies. The lighting power does not exceed the power allowance established in either the Tenant Space Method (Form 5b) or the Space -by -Space Method (Form 5c). F "° � �+ Tenant Space Method (Form 5b) a Space -by -Space Method (Form Sc) Y . : : •.104,§) b-t V2 4 3 - Compliance with 2007 OSSC Form 5c Project Name. Tualatin Valley Fire and Rescue - Walnut Street Page INTERIOR LIGHTING POWER - Space -by -Space Method Lighting Power Budget 1. Total Interior Lighting Power Budget from Worksheet 5b -1 (Sum of Column (I)) 10,528 2 Total length of track lighting (ft) - Track Lighting Power 3. Line 2 multiplied by 50 Watts /ft 4 Total amperage of circuit breaker(s) serving track lighting (amps) 5. Voltage of circuit breaker serving track lighting (volts) 6. Maximum wattage of track lighting (multiply line 4 by line 5) 7. VA rating of the inline current limiter or the low voltage transformers 8. Track Lighting Power (the lesser value of line 3, 6 or 7) Building's 9. Total Intenor Lighting Power from Worksheet 5b -1 (Sum of Column (m)) + 7,703 Interior 10. Total Adjusted Lighting Power (line 8 + line 9) = 7,703 Lighting Power 11 Does Interior Lighting Design Meet Budget? Line 10 must be no greater than line 1. YES Exterior Canopy Parking Garage 12. Do Exterior Canopies Meet Budget (Worksheets 5c)? N/A Lighting Power 13. Does Parking Garage Meet Budget (Worksheets 5c)? N/A 14. Does Each Space With Retail Display Lighting Meet Budget (Worksheets 5d)? N/A Retail Display Lighting Power 15 Is The Total Retail Display Lighting Additional Power Less Than 17,500 W (sum of line 9 on Worksheets 5d) ; N/A 16. Does Retail Display Lighting Meet Budget? N/A 5 -3 • Compliance with OSSC, effective 01/01/05 ■ e • Work Pro7M Nam* I Tualatin Valey Fee and Rescue •Waawt Street I Pogo LIGHTING FIXTURE SCHEDULE (see Table 5c in instructions for default luminaire power). 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Y]., Cosa..a.am, • IL Worksheet 5b-1 Project Name Tualatin Valley Fire and Rescue - Walnut Street Page - INTERIOR LIGHTING POWER Space -by -Space Method Only Skip to column (I) if using the Tenant Space Method (a) (b) (c) (d) (e( Lu(m)10 (9) (h) U) 0) (k) from Quantity of Room ID (do Space Type Space Lighting Power Worksheet Luminaires (or Luminaire Lighting Room not leave any Area (Table 13 -H) Type Budget 5a Column lineal ft for track Power Exempt Power Total Ltg blanks) (ft) (enter space type only once per room) LPD (b) x (d) li htin (a ) g g) (Watts) Fixtures (g) x (h) Power Each room 101 134 Lobby - General 1 3 174 G -I 4 46 ❑ 184 184 must be 102 60 Restrooms 0 9 54 M I 1 60 ❑ 60 60 identified. 103 390 Comdor/Transition 0 5 195 H -I 4 60 ❑ 240 286 Descnbe luminaires for each 1 03 -- - G -I 1 46 ❑ 46 - individual room in 104 245 Classroom/Lecture/Training 1 4 343 A -I 4 48 ❑ 192 192 plans 105 210 Fire Stations - Sleeping Quarters 0 3 63 A -I 2 48 ❑ 96 96 106 210 Fire Stations - Sleeping Quarters 0 3 63 A -J 2 48 ❑ 96 96 107 210 Fire Stations - Sleeping Quarters 0 3 63 A . J 2 48 ❑ 96 96 For track lighting 108 210 Fire Stations - Steeping Quarters 0 3 63 A _ I 2 48 ❑ 96 96 enter lineal feet in 109 158 Hospital - Laundry-Washing column column (g) P rY 9 0 6 95 D -I 2 48 ❑ 96 96 110 461 Lounge/Recreation 12 553 P -J 6 48 ❑ 288 288 Column (k), enter 111 237 Dining Area - Family Dining 2 1 498 P .I 3 48 ❑ 144 144 sum of column (I) 112 315 Food Preparation 1 2 378 D -) 2 48 ❑ 96 296 for each room only once at first entry - -- G -� 112 2 46 ❑ 92 - for the room See 112 -- - F ,j 4 27 ❑ 108 - example in 113 303 Dressing/Locker/Fitting Room 0.6 182 D l -) 3 48 ❑ 144 144 instructions 114 139 Restrooms 0.9 125 M --) 2 60 ❑ 120 216 114 -- - D J 2 48 ❑ 96 - 115 101 Dressing/Locker/Fitting Room 0 6 61 G2 -I 3 35 ❑ 105 153 115 - - D - 1 48 ❑ 48 - 118 124 Comdor/Transition 0 5 62 A 2 48 ❑ 96 96 119 234 Restrooms 09 211 G2 -1 2 35 ❑ 70 274 119 - - M J 1 60 ❑ 60 - 119 - - D 3 48 ❑ 144 -- 120 233 Dressing/Locker /Fitting Room 0 6 140 02 _ J 2 33 ❑ 66 762 120 -- - D1 :1 2 48 ❑ 96 - 121 322 Office-enclosed 11 354 A J 6 48 ❑ 288 288 122 4344 Fire Station - Engine Room 0 8 3,475 C - 20 91 ❑ 1,820 1,820 123 23 Electncal/Mechanical 15 35 G -1 1 46 ❑ 46 46 124 63 EleclncagMechanical 15 95 0 :I 1 48 ❑ 48 48 125 63 Electncal/Mechanical 15 95 D ,_I 1 48 ❑ 48 48 126 394 Active Storage 0 8 315 D ,,. 4 48 ❑ 192 192 127 275 Workshop 19 523 D -J 4 48 ❑ 192 192 128 194 Active Storage 0 8 155 D ^� 4 48 ❑ 192 192 129 571 GymnasiumlExercrse Center - Exercise Area 0 9 514 N 6 70 CI 420 420 130 60 Restrooms 0 9 54 M -I 1 60 ❑ 60 60 131 221 Lobby - Genial 1 3 287 G _I 6 46 ❑ 276 276 132 58 Restrooms 0 9 52 M -) 1 60 ❑ 60 60 133 58 Restrooms 09 52 M ,, -I 1 60 ❑ 60 60 134 94 Office- enclosed 11 103 N -I 1 70 ❑ 70 70 t35 801 Conference /Meeting/Multipurpose 13 1,041 G -J 3 46 ❑ 138 908 135 .- - N - -I 11 70 ❑ 770 - 11,515 Worksheet 5b -1 Total Budget 10,472 Wksht 5b -1 Total Lighting Power (excluding exempt/track fixtures) 7,655 Other Pages Total Number of Additional Worksheet 5b [ 1 List the additional worksheets nece- ssary to catalog all Luminaires in (I) (m) (n) building Lighting Power Budget Space Proposed Buiding Lighting by -Space only (Total of Power (Total of column (k), Area Sqft (not required Worksheet Number column (e)) excluding exempt/track) for Tenant Method) 5b-1 10,472 7,655 11,515 5b -2 56 48 70 5b -3 Sum of additional 5b worksheets r Total Budget (of all worksheets) 10,528 7,703 11,585 5 -5 V2 4 1 - Compliance web 2007 OSSC it Worksheet 5b -2 Project Name Tualatin Valley Fire and Rescue- Walnut Street Page INTERIOR LIGHTING POWER Space -by -Space Method Only Skip to column (f) if using the Tenant Space Method (n (a) (b) (c) (d) (e) Lum ID (9) (h) (I) O) (k) from Quantity of Room ID (do Space Type Space Lighting Power Worksheet Luminaires (or Luminaire Lighting Room not leave any Area (Table 13-H) Type Budget 5a Column lineal ft for track Power Exempt Power Total Ltg blanks) (ft) (enter space type only once per room) LPD (b) x (tl) ( lighting) (Walls) Fixtures (g) x (h) Power Each room 136 70 Active Storage 0 8 56 E -` 1 48 ❑ 48 48 must be -- _ J identified. ❑ Descnbe - ❑ - luminaires for each - -- - ❑ - _ Individual room J ❑ plans - - - - - _ ❑ - - - -- Ll ❑ _ -- For track lighting -- - - ❑ - - - enter lineal feet in - ❑ - column column (g) - - LI - ❑ - -- - - ❑ _ - Column (k). enter - - J - ❑ _ -. sum of column 0) - - ❑ for each room only - - once at first entry - - - ❑ - - for the room See - - ❑ - example in instructions - - -_L - ❑ - - _1 - ❑ - - - - -- - -{ - ❑ - - - - __ - ❑ - - - ❑ - - - -- - ❑ - - - - __LI - 0 - - - - ❑ - -- _1 - ❑ - - - - i ❑ - - -- J - ❑ - - -- - J - ❑ - - J - ❑ - - - - __J. - ❑ - - - - J - ❑ - -- - ❑ - - -- __LI - ❑ - - _1 - ❑ - - _1 - ❑ - - - _J - ❑ - - __ - ❑ - -- - - _1 - ❑ - - -- - ❑ - - -- - J - ❑ - - - -- J - ❑ - - - -- J - ❑ - -- _Li - ❑ - _ -- - -- I] - ❑ - -- - _1 - ❑ - - - - - ❑ - - 70 Worksheet 5b-2 Total Budget 56 Worksheet 5b -2 Total Lighting Power (excluding exempUtrack fixl) 48 2, 5 -5 Compliance with OSSC ellectwe 01101105 /', Form 2a Project Name: Tualatin Fire & Rescue Station 50 Page: 1 SUMMARY Project 1. Project Name Tualatin Fire & Rescue Station 50 2. Project Address 12585 Walnut Road 3. City/Town Tigard 5. County I Washington • 4. Building, Gross Area (ft2) 6,017 6. No. of Floors I 1 7. Construction Site Elevation Above 2,000 ft? ❑ YES EI NO Attached Chapter Type ID Description Attach Forms and Building Envelope Form 3a Building Envelope - General El Worksheets 3b Prescriptive Path - All Climate Zones El CodeComp Report for Simplified Trade -off ❑ • In lieu of 3b • Floppy disc with..occ CodeComp file ❑ Check boxes to Worksheet 3a Wall U- factor L indicate attached �O 3b Roof U- factor ❑ forms and 3c Floor U- factor ❑ worksheets 3d Window /Skylight Schedule ❑ Syr ms4V,- Form 4a Systems - General El � C V ,% �Q' Gr 4b Complex Systems El S 4<- < J Workshee 4a Unitary Air Conditioners - Air Cooled ❑ 0 CC) 4b Unitary Air Cond. - Water & Evap Cooled ❑ - 4c Unitary Heat Pump - Air Cooled EI Ci i■:' 4d Unitary Heat Pump - Water Cooled ❑ „N 4e Packaged Terminal AC. - 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 El 5b Interior Lighting Power - Tenant Method El 5c Int. Ltng. Power - Space-by -Space Method I Worksheet 5a Lighting Schedule ❑ 5b Interior Lighting Power ❑ Applicant 7. Name JEFF BRINGENBERG 10. Telephone 503-417-7613 8. Company Peck Smiley Ettlin Architects 11. Date 01/25/08 9. Signature Attached No. of ages Description of Documentation Document - (!� Cyr/ At.t.j, ation . t.,ompnance wain v enecuve u uu Iwo II Form 3a Project Name: TUALITIN FIRE & RESCUE STATION 50 Page:l2 BUILDING ENVELOPE - GENERAL Check all boxes 1. Exceptions (Section 1312) that apply. ❑ No Envelope Components. The building plans do not call for new or altered building envelope components, e.g., walls, floors or roof /ceilings. ❑ A Non - conditioned Building. The proposed structure has no spaces heated or cooled by an HVAC system. EICceptions ❑ Exception. All new or altered building envelope components do not comply with the Discussion of qualifying requirements, Section 1312, but qualify for Exception: 0-1 0-2 0-3 0-4 ❑-s exceptions In Portions of the building that qualify: instructions section. I Plans /Specs l I I Show compliance by The plans/specs show compliance in the following locations: including a drawing sheet, detail number, 2. Air Leakage (Section 1312.1.1) specification section p Complies. Plans require penetrations in building envelope are sealed and windows and and/or subparagraph. and/o r su bpp arara graprap h. doors are caulked, gasketed or weatherstripped. The plans/specs show compliance in the following locations: (Architectural Details f 3. Suspended Ceiling (Section 1312.1.2.1) ❑ Compiles; Building plans do not show suspended ceilings used to separate conditioned space from unconditioned space. No exceptions permitted. 4. Recessed Light Fixtures (Section 1312.1.2.2) El Complies. The building plans do not show recessed light fixtures installed in ceilings separating conditioned spaces from unconditioned spaces. ❑ 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: 6. Moisture 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: !Architectural Wall Sections f ❑ 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: 0-2 0-2 Portions of the building that comply: I f . Climate 6. Climate Zones Zones CI 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, Tillamook, Yamhill, or Washington. yo wl •* -> T ❑ Zone 2 - Building sites not in Zone 1, or where construction site elevation is 3000 feet or f ! «, L higher in Zone 1, are in Zone 2. 3 -1 Compliance with OSSC. effective 04/01/07 Form 3b Project Name:ITUALITIN FIRE & RESCUE STATIC Page :I3 PRESCRIPTIVE PATH Part 1 of 4 CLIMATE ZONE 1 Exterior Wall Window Area Area Glazing Maximum Glazing (total rough frame ft2) (gross ft2) % Fraction Complies Glazing Conditioned 1.070 + 2,800 X 100 = 38.2% Yes Percent Space mac- Semi - nlation Conditioned + X 100 = 0.0% Yes Space See instruction section for a Conditioned discussion of Mechanical + X 100 = 0.0% Yes glazing percent Penthouse calculation. Windows Window Max Minimum Window Shading Minimum From Work- (from Worksheet 3d) U - Factor Assembly (fmm Worksheet 34 Coefficient Assembly sheet 3d, place N/A N/A Q WA WA 0 the highest °verell W U - Value Complies WA SC Complies WA U factor and highest Center-0f Required Minimum Double- glazed w10.5 inch 1/4" thick glass, low Glass SC. Or Assembly (Fixed argon - filled space, tow-e Required Minimum emissivity coating not greater check minimum Windows) coating < 0.05, thermally Assembly than assembly and broken frame _ 0.05. tinted outdoor Dane. identify window. Required Mini- mum Assembly (Operable Only use Max U- Factor Windows and Curtainwali) The plans/specs show window compliance in the following locations: !Architectural Specs - Window Glazing Notes 'From Worksheet 3d, place the highest Overall Window U- factor or cheek (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 Worksheet 3d. 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 Wall / Insulation Type Insulation Only U- Factor' See instructions Frame (wood or metal framing) -( for a discussion _ or 0.063 of wall require- ments. I J or J or _1 or j or I J or Below- R -Value Grade Walls insulation Only U-Factor See instructions Below - Grade Wall (Min. R -7.5) (Max 0.11) y - for a discussion of I I Of I ' �� � , requirements. .. " ^ Notes ' Submit Worksheet 3a for each calculated assembly U- factor . te r ' 3-2 Compliance with OSSC. effective 04/01107 Form 3b Project Name:ITUALITIN FIRE & RESCUE STATION Page: 4 PRESCRIPTIVE PATH 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 Shading Fraction Wall / Insulation Type Insulation Only U- Factor Max. U -Factor Coefficient U to 15% CMU 'Masonry' w/integral loose fill° insulation N/A or 0.300 > > P Masonry or concrete, w/cont exterior Insulation 1.4 or 0.300 0.540 0.57 CMU Masonry' w/integral rigid fill insulation N/A cr 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 w /integral rigid fill insulation N/A or 0.210 Masonry or concrete w/intertor Insulation 11 or 0.130 UP to 40% Masonry or concrete w/cont exterior insulation 2.8 or 0.210 0.37010 0.35 Frame (wood or metal framing) 13 or 0.130 Other (provide short description) 13 of 0.130 Code Requirements - Zone 2 Discussion of these requirements in the instruction section. ZONE 2 Wall Requirements Window Requirements Wall / Insulation Type Max. Max. Glazing R-Value U-Factor Max. U- Factor Shading Fraction Insulation Only Coefficient U to 15% CMU Masonry w/integral loose fills insulation N/A or 0.300 11 0.5711 P Masonry or concrete ' w/cont. exterior Insulation 1.8 or 0.270 0.500 0.57 CMU Masonry w/integral rigid fill Insulation N/A or 0.160 Masonry' or concrete wMterior insulation 13 or 0.090 Up to 25% Masonry or concrete w /cont. exterior insulation 4.3 or 0.160 0.500 0.57 Frame (wood or metal framing) 19 cr 0.090 Other (provide short description) 19 or 0.090 CMU Masonry' w/integral rigid fill insulation N/A or 0.160 . Masonry or concrete ° , w/interior 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 4 The Simplified Trade -off Approach must be used Ir glazing fraction exceeds allowable percentages. 5 Minimum weight of masonry and concrete walls = 45 IMt2 of wall face area 6 All cores to be Med. At least 50% of cores must be Poled 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-e coating and aluminum frame. MA shading coefficient description is a tinted outboard pane of glass. For Operable Windows or Curtalnwall: double-glazed window with a 0.5 inch as space, low-e coating and thermally broken frame. MA shading coefficient description is a tinted outboard pane of glass. 6 A° cores except bond beams must contain rigid insulation inserts approved for use in reinforced masonry walls 9 Batt insulation installed in metal or wood frame walls shat) 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, burs coaling (ec 0.05) and thermal break frame. For Operable Windows or Curtainwali. only use Max U- Factor. MA shading coefficient description is a 0.25-inch thick glass with low-e coating (er= 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 mating and aluminum frame. For Operable Windows or Curtalnwall: double- glazed window with a 0.5 inch air space, low-e coating (e m 0.1) and thermally broken frame. MA maximum shading coefficient description is a tinted outboard pane of plass. 41417.,, 12 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) t r and thermal break frame. For Operable Windows or CuAabnwa0, only use Max U-Factor. MA shading ooeffkyenf description is a 0.25 inch thick t< . . - ; , r f t i.. .* l lowe with kne matins !e<= 0.051. I : I. • 3 -3 Compliance with OSSC, effective 04/01/07 Form 3b Project Name: ,TUALITIN FIRE & RESCUE STATIOP Page:I5 PRESCRIPTIVE PATH Part 3 of 4 Roofs/ R-Vaiue Insulation Only U - Factor Ceilings Roof / Ceiling" (Min. R -19) (Max. 0.050) for on of `Metal on trusses - Insulation on Ceiling I R -19 I or I 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 Skylight (total rough frame ft2) (gross ft2) % 13 Fraction Complies Skylights Conditioned + X 100 = N/A Includes glazed Space smoke vents. • Semi - See Instructions Conditioned + X 100 = N/A for a dicusssion of Space • skylights. Conditioned Mechanical + X 100 = N/A Penthouse Skylight Area Roof/Ceing Area Skylight (total frame ft2)h (gross f12) Percent" Skylights Skylights Max Minimum Skylights Shadi From Worksheet a Shading Minimum 3d, place highest (from Worksheet 3d) U- Factor Assembly ( WorkuAstl 3a) Coefficient Assembly Overall Vertical #NIA - ❑ #N/A - N/A Window U- factor and highest U -Value Complies Yes SC Complies Yes Center-of-Glass SC Required Minimum Required Minimum Assembly N/A N/A WA (must use SC) The plans/specs show window compliance in the following locations: Architecural Specs - Insulation Code Compliance Thermal Performance Shading Coefficient Require- Option Overall Vertical U Factor Center of Glass SC Performance U-1230 for overall assembly In overhead plane SC-0.47 center -of -glass meats 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. t 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'SkyfgM 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. 7 \' ei P jr 3-4 Compliance with OSSC. effective 04/01/07 • Form 3b Project Name:ITUALITIN FIRE & RESCUE STATION Page:l6 PRESCRIPTIVE PATH Part 4 of 4 Floors R-Value See r in trucio Floors over Unconditioned Spaces" Insulation Only U- Factor of floors. I • I or I Heated Concrete Slab Edge R Value Insulation Only I I Heated Slab -on -Grade (Section 1312.1.2.4) 0 Compiles. 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: I Notes 16 Write -in a short description for assembly with the lowest insulation R -value or the highest assembly U- factor. 17 Submit Worksheet 3c for each calculated floor assembly U- factor. to Write -in a short description for Heated Slab, which has heat, integrated Into slab such as hydronic heat ff more than one floor type, enter the lowest insulation R -value or the highest component U-factor of any floor. Code Compliance Options Require_ Mtn. R -Value Max. U- Component Insulation Only Factor relents Floor over Unconditioned Spaces I 11 I Cr I 0.070 Climate Climate Component Zone 'I Zone 2 Heated Concrete Slab Edge, Min. R-Value I 7.5 I or I 10.0 Doors R -Value U- Factor • See instructions D oors ill Doors Insulation Only Center-of-Panel Magus. with tear width greater than 4' (Min. R -5) (Max 0.20) doors. ( I I ar Notes 1s Write -In a short description for Doors. If more than one door type, enter the lowest Insulation R -value or the highest center-of- panel U-factor of any door. The following doors are exempt from door and window U- factor and shading coefficient requirement • • �• w a 3-5 Compliance with OSSC. effective 04101!07 Worksheet 3a Project Name: TUALITIN FIRE & RESCUE STATION 50 I Page: 7 Wall U- factors See Tables 3a through 3d for R- Values of building materials Wall Assembly 1 - ID I (a) (b) (C) (d) Layer Description Detail R -value ■ ' Exterior Moving Air t 0.17 Exterior erior Finish - Cement plaster, sard aggregate 0.75" -� 0.15 ■ :_ 1 B F�derior Finish ,, Gypsum or plaster board 0.625" J - 1 - 0.56 C Exterior Finish Building Membrane. Vapor permeable felt 0 II '_ 1 D Wall Framing and insulator Wall Wood Framing 2x616" o.c. R -19 ' 13.64 ■ 1 E Interior Finish J Gypsum or plaster board 0.625" -� 0.56 1 E 1 _ _J I G I H 1 . J J Interior Still Air I 0.68 1. Total column (d) 15.82 2. Assembly U- factor (Invert the amount in line 1) 0.063 Wall Assembly 2 - ID (a) (b) (c) (d) r Layer Description Detail R-value Exterior Moving Air 0.17 1 ■1 ■1 I wall. i D - u1E - • _1 F G • _ H - :1 J Interior Still Air I 0.68 1. Total column (d) ,f; }'ra 2. Assembly U- factor (Invert the amount in line 1) Add Additional Wafe 3-7 Compliance with OSSC, effective 04 /01/07 Form 4a Project Name:ITUALATIN FIRE & RESCUE Page: 8 • SYSTEMS - GENERAL Applicability Plans /Specs Discussion of qualifying Show compliance by including a drawing sheet detail number, exceptions on pane 4-25 specification section and subparagraph. 1. Applicablity (Section 1317) . Is this form required? El Form Required. Complete form if a new HVAC system is being installed, or components of an existing HVAC system are being replaced (I.e., equipment, controls, ductwork, and insulation.) ❑ Exception. The building or part of the building qualifies for an exception from HVAC code requirements. Applicable code exception is Section 1317.1. Portions of the building that qualify: Area: Exception ❑ -1 O -2 0 s Area: Exception ❑ -1 ❑ -2 O 4 Area: Exception ❑ -1 ❑ -2 ❑ a O Form Not Required. This project does not contain work required to comply with code. 2. Simple or Complex Systems (Section 1317.9 or 1317.10) o Simple System. Building contains only Simple HVAC System(s). Complete this form (4a) and equipment efficiency worksheets as required. Form 4b is not required. ❑ Complex System. Project includes a Complex System. Complete this form (4a), form 4b and equipment efficiency worksheets as required. 3. Equipment Performance (Section 1317.5) ❑ No New HVAC Equipment. The building plans do not call for new electrical HVAC equipment, combustion heating equipment, or heat - operated cooling equipment. o Complies. All new HVAC equipment have efficiencies not less than those required by code. The following equipment efficiency worksheets are attached: ❑ -4a ❑ -4b 0 .4c O -ad 0 .4e O -4f ❑ -4g O -411 ❑ -41 ❑ -4 4. Duct Insulation and Sealing (Sections 1317.7 & 1317.8) O No Ducts. The building plans and specifications do not call for new HVAC ducts or plenums. in Complies. The plans and specifications call for all air - handling ducts and plenums to be insulated and sealed as reauired by Sections 1317.7 &1317.8. 5. Distribution Transformers (Section 1316.1) • ❑ No Distribution Transformers. The plans/specs do not call for new distribution transformers. o Complies. All new distribution transformers comply with efficiency, testing, and labeling requirements of Section 1316.1.1. ❑ Exception. The project qualifies for an exception per Section 1316.1.1, Exceptiion: 0-10-2 0a 0-4 ❑s ❑-s 0-7 ❑-e 0-9 0-100-1 0-120-120-14 Attach relevant documentation for appropriate exception. The plans/specs show compliance in the • .� : _ ; following locations: • •C \V' - ',./ .' 4 1 • 4 -1 Compliance with OSSC, effective 04/01/07 Form 4a Project Name: TUALATIN FIRE & RESCUE Page: 9 SYSTEMS - GENERAL 6. HVAC Controls (Section 1317.4) 6.1 System Thermostat /Zone Controls (Section 1317.4.1) El Complies. All new HVAC systems include at least one temperature control device responding to temperatures within the zones. O Exception. HVAC system qualifies for an exception from zone control requirements. The applicable code exception is Section 1317.4.2, Exception 0-1 0-2 Portions of the building that qualify: The plans/specs show compliance in the following locations: IM2.1 6.2 Off - hour Controls - Auto Setback or Shutdown (Section 1317.4.3) O Complies. Systems must have at least one of the following features: _ ❑ Control Setback Complies. Each system is equipped with automatic control capable of reducing energy through control setback during periods of non -use or alternate use of spaces served. O Equipment Shutdown Complies. Each system is equipped with controls capable of reducing energy use through automatic shutdown during periods of non -use or alternate use of spaces. HVAC systems with equipment shutdown are equipped with at least one of the following: O Programmable controls (1317.4.3.1 (1)) ❑ Occupant sensor (1317.4.3.1 (2)) ❑ Interlocked to a security system (1317.4.3.1 (3)) ❑ Manually activated timers with 2 -hour operation max (1317.4.3.1 (4)) ❑ Exception. The building qualifies for an exception to the requirement for automatic setback or shutdown controls. The applicable code exception is Section 1317.4.3 Exception 0-1 0-2 The plans/specs show compliance in the following locations: M2.1 - Mechanical Controls Specs 6.3 Control Capabilities (Sec. 1317.4.2.1) O Complies. Zone thermostats are capable of being set to the temperatures described in Sec. 1317.4.2.1. Where used to control both heating and cooling, zone controls shall be capable of providing a temperature range or deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. ❑ Exception. The building qualifies for an exception to the deadband requirements. The applicable code exception is Section 1317.4.2.1 Exception 0-1 0-2' Portions of the building that qualify: The plans/specs show compliance in the following locations: 'Mechanical Controls Specs 6.4 Optimum Start Controls (Section 1317.4.3.2) 2 Complies. Separate HVAC systems have controls capable of varying start-up time of system to just meet temperature set point at time of occupancy. ❑ Exception. HVAC systems have a design supply air capacity not exceeding 10,000 cfm. The plans/specs show compliance in the following locations: (Mechanical Controls Specs 6.5 Heat Pump Controls (Section 1317.4.4) O No Heat Pump. The plans/specs do not call for a new heat pump 0 Complies. All new heat pumps equipped with supplementary heaters are controlled to minimize the use of supplemental heat as defined in Section 1317.4.4. The plans/specs show compliance in the following locations: t;;; IM 0 . 2 4 -2 Compliance with OSSC, effective 04/01107 Form 4a Project Name: TUALATIN FIRE & RESCUE Page:, 10 SYSTEMS - GENERAL 7. Economizer Cooling (Section-1317.3) ❑ No Cooling. The building plans do not call for a new fan system with mechanical cooling. ❑ Complies. Each new fan system has an air economizer capable of modulating outside -air and return-air dampers to provide up to 100 percent of the design supply air as outside air. ❑ Exception At least one new fan system qualifies for an exception. The applicable code exception is Section 1317.3, Exception ❑- 0-2 0-3 0-4 ❑s 04 0-7 If Exception 3 is selected complete the following: (a) Total cooling capacity of exempt units (Btu/hr) (b) Total installed building cooling capacity ( Btu/hr) El Complies. Sum of exempt units rated at less than 54,000 Btu/hr is <240,000 Btu/hr or a/b < 0.10 (10% of total building cooling capacity). Unit Identifier of exempt units: FC -1 -8 The plans/specs show compliance in the following locations: M0.2 8. Economizer Pressure Relief & Integration (Section 1317.3.1 and 1317.3.2) o No Economizers Required. Project does not contain a new fan system requiring economizers. ❑ - Overpressurization Complies. The drawings specifically identify a pressure relief mechanism for each fan system that will relieve the extra air introduced by the economizer. ❑ Integration Complies. Economizer is capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. ❑ Exception. The applicable exception is Section 1317.3.2, Exception ❑ -1 ❑ - The plans/specs show compliance the following locations: 9. Hot Gas Bypass (Section 1317.5) El No Hot Gas Bypass ❑ Complies. See allowable amount of hot gas bypass as a percentage of total cooling capacity in table below. Unit ID Rated Cooling Capacity Hot Gas Bypass Capacity • Allowable Hot Gas Bypass . ; _ Rated Cooling Capacity Max Hot Gas Bypass <240,000 Btu /hr 50% >240,000 Btu /hr 25% ❑ Exception. Unitary packaged system with cooling capacity no greater than 90,000 Btu/h 4 -3 Compliance with OSSC, effective 04 /01/07 Form 4a Project Name: TUALATIN FIRE & RESCUE Pagel 11 SYSTEMS - GENERAL 10. Shutoff Dampers (1317.4.3.3) ❑ Not Required. Shutoff dampers are not required on this project. o Complies. Each outdoor air supply & exhaust system shall be equipped with motorized dampers. ❑ Exception. The building qualifies for an exception to the motorized damper requirement. The applicable code exception is Section 1317.4.3.3 Exception ❑ -1 ❑ - 0 ❑ - ❑ $ The plans/specs show compliance in the following locations: M2.1 10.1. Shutoff Damper Controls (Section 1317.4.3.3.1) 13 Complies. Outdoor air supply and exhaust systems shall be provided dampers that automatically shut when systems or spaces served are not in use or during building warm -up, cooldown, or setback. El Complies. Stair and shaft vents are capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. The plans/specs show compliance in the following locations: M2.1 10.2. Motorized Damper Leakage (1317.4.3.3.2) El Complies. Motorized outdoor air supply and exhaust air dampers have a maximum leakage rate of 4 cfm/ft2 at 1.0 in w.g. when tested in accordance with AMCA Standard 500 -1998. ❑ Exception. Packaged HVAC equipment may have maximum leakage rate of 20 cfm/ft at 1.0 in w.g. when tested in accordance with AMCA Standard 500 -1998. The plans/specs show compliance in the following locations: MECHANICAL SPECS 11. Piping Insulation (Section 1314) ❑ No New Piping. The building plans and specifications do not call for new piping serving a heating or cooling system or part of a circulating service water heating system. El Complies. All new piping serving a heating or cooling system or part of a circulating service water heating system complies with the requirements of the Code, Section 1314.1. ❑ Exception. New piping qualifies for exception: Section 1314.1, Exception ❑ -1 ❑ -2 12. Occupancy Ventilation o Complies. Mechanical ventilation systems provide the required amount of ventilation is indicated in plans/specifications as specified in Chapter 4 of the Oregon Mechanical Specialty Code. ❑ Complies. Natural ventilation systems provide required amount of ventilation as certified by a reg- istered architect or engineer as specified by Section1203.4.1, Exception. Attach worksheet 4m. The plans/specs show compliance in M0.2 the following locations: The plans/specs show compliance -. on the following pages: . 4-4 Compliance with OSSC, effective 04/01/07 Form 4a Project Name: !TUAI ATIN FIRE & RESCUE Page: 12 SYSTEMS - GENERAL 13. High Occupancy Ventilation (Section 1317.2.2) ❑ Complies. HVAC systems with ventilation air capacities of 1,500 CFM or greater that serve areas having an average occupant load of 20 square feet per person or less from Table 1004.1.2 have a means to automatically reduce outside air intake. Identify applicable systems: Plans/specs indicate where equipment (i.e. carbon dioxide sensor) and sequence is specified: l I ❑ Exception. HVAC systems are equipped with an energy recovery device with at least 50% recovery effectiveness. O No High Occupancy Systems. Project does not contain an HVAC system as described above. 14. Exhaust Mr Heat Recovery (Section 1318.3) 0 Not Regulated. HVAC system does not have: 1) design supply air cap. of X10,000 cfm, and 2) min. outside air supply >70 %, and 3) at least 1 exhaust fan rated at 75% of min outside air supply. ❑ Complies. Heat recovery system increases outside air temperature by 20 °F (Climte Zone 1) or 30 °F (Zone 2) and has provision to provide bypass during air economizer mode. ❑ Exception. An HVAC system qualifies for an exception to this requirement. Applicable exception from Section 1318.3 Exception0-1 0-2 0-3 0-4 0-5 0-6 0-7 The plans/specs show compliance in the following locations: 15. Large Volume Fan Systems (Section 1318.4.2.4) O Not Regulated. The building plans or specifications do not call for fan systems over 15,000 CFM that serve a single zone and function for the purpose of temperature control. ❑ Complies. Fan systems are equipped with variable frequency drive or two speed motor to reduce airflow as required by Section 1318.4.2.3. The plans/specs show compliance in the following locations: 16. Variable Speed Drives (Section 1317.10.3.1) O Not Regulated. The building plans or specifications do not call for fan and pump motors 10 horsepower and greater that serve variable -flow air or liquid systems. ❑ Complies. All fan and pump motors 10 hp and greater which serve variable -flow air or liquid systems are controlled by a variable -speed drive. . ❑ Exception. The building qualifies for an exception to the variable -speed drive requirement. Portions of the building that qualify: I Applicable code exception is Section 1317.10.3.1, Exception The plans/specs show compliance in the following locations: 17. Service Water Heating (Sec. 1315) ❑ No New Water Heating. The building plans and specifications do not call for new water heaters, hot water storage tanks or service hot water distribution systems. • 0 Complies. All new water heaters, hot water storage tanks or service hot water distribution systems comply with the requirements of the Section 1315. ❑ Exception. The applicable code exception is Section: Exception: Portions of the building that qualify: The plans/specs show compliance in the following locations: I P0.1 -0.2 4 -5 Compliance with OSSC, effective 04/01/07 Form 4a Project Name: TUALATIN FIRE & RESCUE Page: 13 SYSTEMS - GENERAL 18. Swimming Pools, Spas and Hot Tubs (Section 1315.5) El No New Pools. The building plans and specifications do not call for new, swimming pools, spas or hot tubs. ❑ On/Off Controls Complies. Spa and hot tub heaters are equipped with a readily accessible ON/OFF switch as required by Section 1315.5.1. ❑ Ventilation Controls Complies. Pool ventilation system is controlled based on humidity. ❑ Cover Complies. All heated pools, hot tubs and spas are equipped with a cover. ❑ Heat Recovery Complies. Pools, Spas, and hot tubs, over 200 ft utilize recovered heat as required by Section 1315.5.3. ❑ Exception. Heat recovery is not necessary as pool is heated by renewable energy or waste heat recovery sources capable of providing at least 70 percent of the heating energy required over an operating season. 19. Fume Hoods (Section 1317.2.1.) El No Fume Hoods. The building plans do not call for fume hood systems that have a total exhaust rate greater than 15,000 cfm. ❑ Complies. Fume hood systems have at least one of the following features: ❑ Variable air volume hood exhaust and room supply systems capable of reducing exhaust and makeup air volume to 50% or less of design values. ❑ Direct makeup (auxiliary) air supply equal to at least 75% of the exhaust rate, heated no warmer than 2° F below room set point, cooled no cooler than 3° F above room set point, no humidification added, and no simultaneous heating and cooling used for dehumidification control. ❑ Heat recovery systems to precondition makeup air from fume hood exhaust in accordance with 1318.3 - Exhaust Air Energy Recovery, without using any exception. The plans/specs show compliance in the following locations: 20. Parking Garage Ventilation (Section 1317.2.3) El No Enclosed Garages. The building plans and specifications do not call for enclosed Group S -2 parking garages with a ventilation exhaust rate greater than 30,000 CFM. ❑ Complies. The plans and specifications call for carbon monoxide sensing devices as required by Section 1317.2.3. ❑ Exception. Open parking garages. 21. Kitchen Hoods (Section 1317.11) ri Not Regulated. The plans/specs do not call for any new kitchen hoods with exhaust capacity greater than 5,000 cfm each. ❑ Complies. All new kitchen hoods with a total exhaust capacity greater than 5,000 cfm have at least 50 percent of the required makeup air; (a) unheated or heated to no more than 60 °F; and (b) uncooled or evaporatively cooled. The plans/specs show compliance in the following locations: 22. Outside Heating Systems (Section 1317.12) o No Outside Heating Systems. The plans/specs do not call for new permanently installed heating systems outside the building. ❑ Complies. All new permanently installed outside heating systems are radiant gas fired systems controlled by an occupancy sensor or timer switch as required by Section 1317.12. 4 -6 Compliance with OSSC, effective 04 /01/07 Worksheet 4c Project Name: 'TUALATIN FIRE & RESCUE Pagel I UNITARY HEAT PUMP - AIR COOLED Equipment (a) (b) (c) (d) (0) ( (g) Proposed Rating Proposed Heating Rating Discussion of equip- ment ratings and Cooling Compliance Capadly COP COP or equipment definitions On page 4 Equip. ID Model Designation (Btu/h) SEER EER HSPF (47°F) (17°F) (A-E) Schedule R N eplac nnr HP -1 MITSUBISHI PURY-P20 206,000 10.8 3.19 2 B N Required Indicate source of information Document- ❑ ARI Unitary Directory, Section AC, page: ation ❑ ARI Applied Products directory, Section ULE, Page: CI Product data (Attach data furnished by the equipment supplier, I.e., "cut sheets") Code - Cooling Capacity Minimum Cooling (btu/hr) Rating Minimum Heating Rating Required Compliance But not - or Part Cop COP Efficiencies Schedule Equipment Type Over over EER Load HSPF (r@ 47°F) pa 17°F) New' 0 85,000 - 13 SEER 7.7 - - Single Package Without a Replcmnt 0 65,000 - 9.7 SEER 6.6 - - A Heating Section or With 65,000 135,000 10.1 Na - 3.2 2.2 This schedule of Electric Resistance Heat equipment etficien All 135,000 240,000 9.3 Na 3.1 2.0 des was reformat- 240,000 - 9.0 9.2 IPLV - 3.1 2.0 ted from the code, Table 13-M. New' 0 85,000 - 13 SEER 7.7 - - Split System Without a Replcmnt' 0 65,000 - 10 SEER 8.8 - - B Heating Section or With 65,000 135,000 10.1 n/a - 3.2 2.2 Electric Resistance Heat All 135,000 240,000 9.3 Na - 3.1 2.0 240,000 - 9.0 9.2 IPLV - 3.1 2.0 New' 0 65,000 - 13 SEER 7.7 - - Single Package With a Replant' 0 65,000 - 9.7 SEER 6.6 - - C Heating Section Other Than 65,000 135,000 9.9 Na - 32 2.2 Electric Resistance All 135,000 240,000 9.1 n/a - 3.1 2.0 . .v7"._ 1 t., 240,000 - 8.8 9.OIPLV - 3.1 2.0 ` , ^ New' 0 65,000 - 13 SEER 7.7 - - r r , . Split System With a Heating Replcmnr 0 65,000 - 10 SEER 6.8 - - D Section Other Than Electric 65,000 135,000 9.9 Na - 32 22 Resistance All 135,000 240,000 9.1 n/a - 3.1 2.0 240,000 - 8.8 9.0 IPLV_ - 3.1 2.0 • E' ui' ment Is new installation or re. laces ehdsti . - ' ui' merit 4 -13 ` Compliance with OSSC, effective 04/01/07 No: U i B I S H I Project TVFBR #50 ECTRIC Date: 1/16/2008 System: system 1 1.Outdoor Unit tUm: . : ".•.. : :: :: .>• :: ::;: ::: ate:: : ... . . :..: alloel .... ::::::::::: ::::: ::l4A � . .:•:•f . . s . tied:: .;(a :1: . : :• : :::Etatetl: : ::1 :Actiibi:: : PURY- P204TGMU -A I22 (Cooling) 204000 206630 18.71 18.42 (Heating) _ 228000 157470 18.65 15.21 2.1ndoor Unit Capadtjr:: •: :::::::: :: t ::: : :0 en01:40:Capa�e1.0 :::::: Rat d P:owe r iA ( B13 Thj : ::: ::: : :: : :: : : :::: ::: ::M . ::: : N .... ......... ... aodel : ::RBt::::::IC . Kaat :::. A :•:• •:•:•:•:. k :. . :::: «? � 1 card ... t f Wt :.:-:- PDFY-P18NMU-E 1 (Cooling) 18000 16830 12292 12120 0.15 (Heating) 20000 13770 - - 0.15 PDFY- P06NMU -E 1 (Cooling) 6000 5610 4348 4230 0.12 (Heating) 6700 4610 - - 0.12 PDFY- P48NMU -E 4 (Cooling) 48000 44890 31279 30960 0.39 (Heating) 54000 37190 - - 0.39 PDFY- P36NMU -E 1 (Cooling) 36000 33670 24542 24200 0.29 (Heating) 40000 27550 - - 0.29 PEFY- P06NMLU -E 1 (Cooling) 6000 5610 4445 4320 0.078 (Heating)_ 6700 4610 - - _ 0.078 3.Branch / Header :• :•:•Model•:•:•:•:•:•:•:•:•:•:•: Qty: 4.BC controller ..... od ::: :: :: :: :: : ::.:::::::F 1: : ::::::::I::: *: tr CMB- P1010NU-GA 1 1 1 (kW) 1 0.138 1 0.066 Page 1 /" 4 • i• ..b No: Artil MITSUBISHI Project TVF&R #50 ELECTRIC Date: 1H6/2008 7.DJagram r—, a _ PuaY- P2aloMU a ts7.aoerum Pbe mow corecUedcgrenq memo M�l carot.�a..oesm� �v+p+��w 350 11/8/11/8 CMB P101ONU-OA 199.B7U/h • OOH (0) I 3/8 / 5/8 PDF� U-E 27 55OBTU/h Furthest Actual Equivalent 021(0 ) F0-1/1 yB / 5/8 PDFY- P48NMU-E 37.190870/6 Furthest Actual Equivalent OOH ( FC-2 /2 3/8 / 5,13 PDFY- P48NMU -E 37.190BTU/h Furthest Actual Equivalent OOft (0) F0-3/3 318 / y8 PDFY�� E 37.1908TU/h Furthest Actual Equivalent OOH(0) FC-4 /4 1/4 / 1/2 PDFY- PIBNMU-E 13.7708TU/h Furthest Actual Equivalent OM(0) FCi/ 1/4 / 1/2 PDFY -PNMU -E 4.61080/6 7 Furthest Actual Equivalent Oft (0) FCC/ 3/8 / 5/8 PDFY� MU-E 37.1908TU/h Furthest Actual Equivalent OOft(0) /7 1/4 / 1/2 PEFY MLU-E 4.6108TU/h lft Furthest Actual Equivalent OOH (0) F0-8/8 Condition Fd enheit X . Cooling i,doss% 760 CutdoorDB 95A X Heating IdoorDB 700 Outdoo�rr1yyDB 200 X OuldoarW 3 45 • Page 3 This form is recognized by most Building Departments in the Tri- County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. BUILDING DIVISION : TIGARD TRANSMITTAL LETTER a TO: Mans Buxton DATE RECEIVED: DEPT: BUILDING DIVISION FROM: Jeff Bringenberg COMPANY: Peck Smiley Ettlin Architects PHONE: 503.417.7612 By: RE: 12585 SW Walnut, Tigard, 97224 BUP200800022 (Site Address) (Permit/Case Number) TVF &R Station 50 (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: I Copies: I Description: 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. 4 Other (explain): Addendum No.1 REMARKS: Please attach to Permit Sets. Additional copies are available if needed. Review Item #4 - Grease and Gas Containment for Vehicle Bays - is addressed per included Sheet RP -03. Note: Revised Sheets TS -1 and TS -2 were submitted previously under separate cover. FOR OFFICE USE ONLY Routed to Permit Technician: Date: Initials: Fees Due: ❑ Yes ❑ No Fee Description: Amount Due: Special Instructions: Reprint Permit (per PE): ❑ Yes ❑ No ❑ Done Applicant Notified: Date: Initials: 1:\ Building\ Forms \Transmittal Letter- Rcvisions.doc 4/4/07 1_ This form is recognized by most Building Departments in the Tri- County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. BUILDING DIVISION TIGARD • TRANSMITTAL LETTER a TO: Dan Nelson DATE ii WED DEPT: BUILDING DIVISION MAR 1 4 LUU6 CITY OF TIGARD BUILDING DIVISION FROM: Jeff Bringenberg COMPANY: Peck Smiley Ettlin Architects PHONE: 503.417.7612 B y RE: 12585 SW Walnut, Tigard, 97224 BUP200800022 (Site Address) (Permit/Case Number) TVF &R Station 50 (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: I Description: I Copies: I Description: • Additional set(s) of plans. 4 II! Revisions: Structural Review Response 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): REMARKS: Includes2copies each of Review Response and related Calcs. FOR OFFICE USE ONLY Routed to Permit Technician: Date: Initials: Fees Due: ❑ Yes ❑ No Fee Description: Amount Due: Special Instructions: Reprint Permit (per PE): ❑ Yes []No ❑ Done Applicant Notified: Date: Initials: 1: \Building\ Forms \Transmittal Letter- Rcvisions.doc 4/4/07 This form is recognized by most Building Departments in the Tri- County area for transmitting information. • Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. BUILDING DIVISION TIGARD TRANSMITTAL LETTER TO: 7!410 DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED FEB - 6 2008 FROM: BIZ M F.424.7 CITY OF TIGARD COMPANY: PS t C , �� BUILDING DIVISION PHONE: 563 . RE: /2 aVa1p►.i►,/1- T' ^,Q Zoog -- oo ozz (Site Address) / cT ( Number) 1 F .1 rU (Project nam or subdivision name an of num er) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: 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. X Other (explain): REMARKS: FOR OFFICE USE ONLY Routed to Permit Technicia- Date: InitialsalkpO Fees Due: ❑ Yes R'Ro Fee Description: Amount Due: Special Instructions: Reprint Permit (per PE): ❑ Yes To ❑ Done Applicant Notified: Date: Initials: I \Building \Forms \Transmittal Letter - Revisions doc 4/4/07 This form is recognized by most Building Departments in the Tri- County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. BUILDING DIVISION TIGARD TRANSMITTAL LETTER a TO: Dan Nelson DATE RECEIVED: DEPT: BUILDING DIVISION FROM: Jeff Bringenberg � E o g g Sl COMPANY: Peck Smiley Ettlin Architects ut I IuHyD PHONE: 503.417.7612 QUII'DI6�GDOUI3!ON B RE: 12585 SW Walnut, Tigard, 97224 BUP200800022 (Site Address) (Permit/Case Number) TVF &R Station 50 (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: I Description: I Copies: _ Description: Additional set(s) of plans. 2 Revisions: Structural Review Response 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): REMARKS: Includes 2 copies each of Review Response, related Calcs and Revision Drawings :.: • FOR OFFICE USE ONLY Routed to Permit Technician: Date: Initials: Fees Due: ❑ Yes ❑ No Fee Description: Amount Due: • _$ Special Instructions: Reprint Permit (per PE): ❑ Yes ❑ No ❑ Done Applicant Notified: Date: Initials: 1:\Bwlding\ Forms \Transmittal Letter - Revisions.doc 4/4/07 • This form is recognized by most Building Departments in the Tri- County area for transmitting information. • Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. BUILDING DIVISION TIGARD TRANSMITTAL LETTER a TO: Maris Buxton DATE RECEIVED: DEPT: BUILDING DIVISION FROM: Jeff Bringenberg COMPANY: Peck Smiley Ettlin Architects PHONE: 503.417.7612 By: RE: 12585 SW Walnut, Tigard, 97224 BUP200800022 • (Site Address) (Permit/Case Number) TVF &R Station 50 (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: I Description: I Copies: I Description: Additional set(s) of plans. 4 Revisions: Revised Sheet A2.1 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): REMARKS: Response to Review Items #5 & #7 - Item#5: Tempered Glazing Locations noted per Plan Notes #8 and #22. Item #7: Sheet re- printed to eliminate printing error. FOR OFFICE USE ONLY Routed to Permit Technician: Date: Initials: Fees Due: ❑ Yes ❑ No Fee Description: Amount Due: $ Special Instructions: Reprint Permit (per PE): ❑ Yes ❑ No ❑ Done Applicant Notified: Date: Initials: 1: \Building\ Forms \Transmittal Letter - Revisions.doc 4/4/07 r BUILDING DIVISION I. TIGARD SHOP DRAWINGS TRANSMITTAL LETTER TO: DAN NELSON DATE RECEIVED: DEPT: BUILDING DIVISION RECEiVEU MAY 0 5 2000 FROM: Tiff eog—.1 IJ stee B lY COMPANY: e k 7 P.... lTff L'i 5 3UlLr F.'•: % n 9ON PHONE: c63. 4•i ? .1'Ce IS By- 124)0 RE: 5•SW WALNUT RD. BUP2008 -00022 (Site Address) (Permit/Case Number) TVFR STATION 50 (Project name or subdivision name and lot number) Structural Plan Review Item #: 25 ATTACHED ARE THE FOLLOWING ITEMS: I Copies: I Description: I Copies: I Description: Light gauge steel framing 1 Reinforcing steel Steel decking Structural & miscellaneous steel Other (explain): C.,0 S ffr Shop drawings are stamped and signed by the design professional in responsible charge as to • - having been reviewed and found to be in general conformance to the design of the building. 1 ' Building\Forms \Transmittal Letter- ShopDrawings.doc 11/27/07 BUILDING DIVISION T l G A It D SHOP DRAWINGS TRANSMITTAL LETTER TO: DAN NELSON DATE RECEIVED: DEPT: BUILDING DIVISION REC8VED FROM: 1 P ?i t 1JCDe/`I $w MAY 0 5? COMPANY: pse fecI{ I Tf .I' CITY OF `SIG O BJILDING t��!MON PHONE: 6o3...4-1. *C I2 By l7_61 RE: 12585 -SW WALNUT RD. BUP2008 -00022 (Site Address) (Permit/Case Number) TVFR STATION 50 (Project name or subdivision name and lot number) Structural Plan Review Item #: 27 ATTACHED ARE THE FOLLOWING ITEMS: ; Copies: ,Description: - - - • ies.; �. p Light gauge steel framing Reinforcing steel Steel decking Structural & miscellaneous steel 1 Other (explain): ENGINEERED WOOD JOIST (C5YIA R-� S/S/C4g 0 Shop drawings are stamped and signed by the design professional in responsible charge as to having been reviewed and found to be in general conformance to the design of the building. 1•\Building \Forms \Transmittal Letter- ShopDrawings doc 11/27/07 This form is recognized by most Building Departments in the Tri- County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. IN BUILDING DIVISION TIGARD TRANSMITTAL LETTER a TO: Maris Buxton DATE RECEIVED: DEPT: BUILDING DIVISION FROM: Jeff Bringenberg COMPANY: Peck Smiley Ettlin Architects PHONE: 503.417.7612 By: RE: 12585 SW Walnut, Tigard, 97224 BUP200800022 (Site Address) (Permit/Case Number) TVF &R Station 50 (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: I Description: I Copies: I Description: 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. 2 Other (explain): Statement of Special Inspections REMARKS: Response to Review Item #2. FOR OFFICE USE ONLY Routed to Permit Technician: Date: Initials: Fees Due: ❑ Yes El No Fee Description: Amount Due: $ $ $ $ $ Special Instructions: Reprint Permit (per PE): ❑ Yes I ❑ No ❑ Done Applicant Notified: Date: Initials: 1: \Building\ Forms \Transmittal Letter - Revisions.doc 4/4/07 MILLER Consulting Engineers LETTER OF TRANSMITTAL 9570 SW Barbur Boulevard, Suite 100 Portland, Oregon 97219 -5412 PH: (503) 246 -1250 DATE March 19, 2008 I JOB NO. 080111 FAX: (503) 246 -1395 ATTENTION Mark VanDomelen TO RE: Tualatin Valley Fire & Rescue Station 50 City of Tigard BUP2008 00022 13125 SW Hall Blvd Tigard, Oregon 97223 WE ARE SENDING YOU, ATTACHED Via ❑ FAX ❑ US Mail ® Customer P/U ❑ Courier COPIES DATE NO. DESCRIPTION 1 3/19/08 Plan Review #3 1 Set Original Drawings Returned 1 Set Original Specifications Returned THESE ARE TRANSMITTED as checked below: ❑ For Approval ® For Your Use ❑ As Requested ❑ For Review and Comment REMARKS COPY TO file SIGNED: Eric Watson; naw f • % • LEWIS & R /uu� < MAR 1 4 CITYOF TIGARD VAN VLEET BUILD NGDIVISION Incorporated principals Chris c. van vleet. p.e. garyJ. lewls. p.e. March 12, 2008 City of Tigard OFFICE COPY 13125 SW Hall Blvd Tigard, OR. 97223 RE: TVF &R Station 50 Permit BITP 2008 -00022 MCE Project: 080111 Structural Plan Review Response .... We have received the second Structural Plan Examination Sheet for the referenetd•p>;oject.'.The' • following is our response. :••• • . • .... • • ...... 16. OK, see new calculation sheets Misc PS6 to PS7. Note that these calculat ons were • • performed using the conservative 125 psf live load on the me7anine. • • • • • '•• •• •• • • • • • • We hope that the attached information adequately addresses the Plan Examinaiiki omments,. • and we ask you to please call if you have any questions or would like to discus'& astybf the • • • • • issues. • •• . • • •• • • . •••• Sincere! ; >t Lir. ,1.444P • e Lance Cerny PE + �! 11 n . Enclosures c., - 5 ,� ,# , ?b A 4 it9 C . VR • kXir3ES: 6-3t?- d, consulting engineers 16650 s.w. boones Ferry road tualatin. oregon 97052 [503] 6135.13505 phone [503]1385.1206 Fax TVF&R Station 50 PS- bearing wall supporting mezzanine axial load from roof. w (15 sf+ 25 s 71. ft 20 roof ° p p �' 2 w'roof = 14 °p If axial load from mezzanine: w men := (15•psft 125•psi).24.2 5•ft wmezz= 1715•plf bending: 5 asf lateral live load + eccentric mezzanine load on a continuous stud L := 8.5•ft q := 5 •psf q = 5 •psf R := q•16•in•L R = 283.1b 2 2 M := q.16.in. + (w M = 574.7-lb-ft •••• • S:= 7.56•in . • •••• •... ...•.• fb'= S fb 91.2 •: ° Rsf • • • • F b := 1.35.1170•psi F b = 1134 .psi •„ • • • •• • • • • • •. • •••. • • • • . • •... compression: • • • • • .. . • • •••• vmezz)•16•in P ax i a l = 4180•lb P axial '_(" roof t fc:= P axial fc= 506.7°psi 1.5•in•5.5•in column stability factor F cstar : =1350•psi•1.1 K =.822 c: =.8 1 =8.5•ft d:= 5.5•in E':= 620•ksi K E d = 18.5 OK F cE := cE 2 F CE = 1481.8 .psi 1 e)2 7 r '• TVF&R Station 50 • PS- z 1 + FcE 1 t FcE F cE C F cstar _ F cstar _ F cstar C = 0.69 P 2•c 2•c c P F =F F 1025•psi combined loading: 2 DL +LL +SL fc + fb = 1 . 1 < 1.15 OK F c Fb 1 ^ f c F cE use 2x6 16" O.C. typ. ••.. ••••.. • • ..... • .... • • .••• • • . •••• • ...... .... • • . • • • • • .. • • • • • • • ... •• •• • • • •• • • • • •• •• •••• • • • • •••• •• • • • . . .. • • • • Job Name: TVF&R Station 50 CITY OF TIGARD Job Address: 12585 SW Walnut Road, Tigard, OR 13125 SW HALL BLVD. March 7, 2008 TIGARD, OR 97223 SHEET 1 OF 3 BUP2008 -00022 MCE Project No.: 080111 STRUCTURAL PLAN REVIEW #2 Plans Dated 2/20/08 Calculations Dated 2/22/08 Correction Ite Page No. Comments Code Reference Made m No. Completed 1 A1.2 — Site Submit calculations and details for the trash 1805.5 and 1609 3 -7 -08 Details; Details 7 enclosure retaining wall and the pylon sign and 10/A1.2 foundation. Completed 2 S1.0 — Structural 1997 UBC wind provisions are not allowed 1609.1.1.2 3 -7 -08 Notes; Design for Building Occupancy Category 4 Criteria 2.a structures. Submit wind calculations in accordance with the ACSE 7 provisions. Completed 3 S1.0 — Structural Submit the soils report from Carlson 1802.2 3 - - 08 Notes; Testing for review. Foundations Completed 4 S1.0 — Structural Clarify bolt requirement as the information 106.1.1 3 - - 08 Notes; Steel was cut off. Item #4 Completed 5 S1.0 — Structural Indicate when structural observation will be 1709.2 3 -7 -08 Notes conducted as required by the code. ....... • •••• Completed 6 S1.1 — Clarify the concrete slab thickness at the 134.1,j 0 j ••• 3-7-08 Foundation exercise room and storage • age room areas, as • Plan Detail 6/S1.2 indicates that the slab is the •. � : • • • same depth as the Apparatus Bay. • • • Completed 7 S1.1 — Submit calculations for the shear wall at tSb6t .1 . .. • 3 - - 08 • • • Foundation Plan Grid D that resists the mezzanine loads in • • ■ Calc's page L -8 combination with the overall building .. " •••• seismic loads. •••.•• • Completed 8 S1.2 — Detail Submit calculations for the hex head 1901.2 and. r '1, • 3 -7 -08 8/S1.2 anchor bolts embedded in the concrete 4 • 0000 stem wall in accordance with.ACI. Completed 9 S1.2 — Detail 10 Clarify the difference between the two 106.1.1 3 -7 -08 and 10/S1.2 details labeled as 10/S1.2. Completed 10 S2.1 — Roof Clarify how the continuity strap at Grid 2 -C ASCE 12.1.3 3 - - 08 Framing Plan connects at the double top plate given the different wall heights. Completed 11 S2.1 — Roof Clarify the truss spacing at the day room 106.1.1 3 -7 -08 Framing Plan area. In addition, clarify what supports the last truss in the vicinity of Grids 2.1 -D.2. Completed 12 S2.2 — Detail 1 Clarify the bracket spacing. In addition, 106.1.1 and 1605.3.1 3 -7 -08 and 2/S2.2 provide calculations for the wall framing considering eccentric loads in combination with wind and seismic. Job Name: TVF&R Station 50 CITY OF TIGARD Job Address: 12585 SW Walnut Road, Tigard, OR 13125 SW HALL BLVD. March 7, 2008 TIGARD, OR 97223 SHEET 2 OF 3 BUP2008 -00022 MCE Project No.: 080111 STRUCTURAL PLAN REVIEW #2 Plans Dated 2/20/08 Calculations Dated 2/22/08 Correction Ite Page No. Comments Code Reference Made m No. Completed 13 S2.2 — Detail Clarify the hurricane tie connection at the 106.1.1 3 - - 08 7/S2.2 manufactured truss. Completed 14 S2.2 — Detail Clarify the through bolt connecting the 106.1.1 3 - - 08 18/S2.2 angle to the bracket. In addition, clarify why the angle is 11" long. Completed 15 S2.4 — Detail Provide a connection detail at the vertical 106.1.1 3 - - 08 1/S2.4 leg on the right side of the truss to the bottom chord. 16 S2.4 — Detail 13 Provide calculations for the ledger 106.1.1 and 1605.3.1 and 14/S2.4 connection and wall framing considering eccentric loads in combination with wind and seismic. Note: Wall Framing not Submitted 3 -7-08 Completed 17 Calculations Submit wind calculations in accordance 1609.1.1.2 •••••• 3 -7 -08 • • • • • • with the ACSE 7 provisions. • .... . . • • Completed 18 Calculations, Provide calculations for the drift loading 1'608. t • 3 -7 -08 page R -32 considering the importance factor. •; • • • • ••' • ...._ • . . Completed 19 Calculations, Clarify the material used for the studs as 4 08.9'1 • • :•: " " 3 - - 08 page PSI -2 the calculations indicate LSL as well as DF. *a . • I n addition, the information on the plans • • • • • • does not match either material in the •••••• • calculations. .. • . 3 - 7 - 08 •••• page FT -1 considering the mezzanine load in combination with the roof loading. Completed 21 Calculations, Clarify the height of the wall used in 106.1.1 3 -7 -08 page L -8 developing the North -South wind force. Completed 22 Calculations, Clarify the tributary length used for shear 106.1.1 3 -7 -08 page L -8 wall V2. 23 Special Special inspection is required for concrete, 1704 Inspection reinforcing steel, bolts in concrete, bolting, 1705 epoxy and mechanical anchors, steel 1707 construction and soils. 1708 24 Structural Structural observation shall be indicated on 1709 Observation Sheet S1.0. Job Name: TVF&R Station 50 CITY OF TIGARD Job Address: 12585 SW Walnut Road, Tigard, OR 13125 SW HALL BLVD. March 7, 2008 TIGARD, OR 97223 SHEET 3 OF 3 BUP2008 -00022 • MCE Project No.: 080111 STRUCTURAL PLAN REVIEW #2 Plans Dated 2120/08 Calculations Dated 2/22/08 Correction Ito Page No. Comments Code Reference Made m No. 25 General Submit one set of reinforcing steel shop (Shop drawings, which have been reviewed and Drawings) initialed by the project engineer, to be filed with the City of Tigard before placement. 26 General Submit one set of wood roof trusses shop (Shop drawings, which have been reviewed and Drawings) initialed by the project engineer, to be filed with the City of Tigard before placement. 27 General Submit one set of engineered wood joist (Shop shop drawings, which have been reviewed Drawings) and initialed by the project engineer, to be filed with the City of Tigard before placement. 28 General Submit one set of structural and (Shop miscellaneous steel shop drawings, which • OO Drawings) have been reviewed and initialed by the • • project engineer, to be filed with the City of • • • • Tigard before placement. •��_.' • • 29 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. .. • • .. • • . 1 • This form is recognized by most Building Departments in the Tri- County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. BUILDING DIVISION �. TIGARD TRANSMITTAL LETTER a TO: Dan Nelson DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED FROM: Jeff Bringenberg APR 1 U 2008 COMPANY: Peck Smiley Ettlin Architects CITY OF �r.I.I� ®l���Gl�fu Di �,SM . N1 PHONE: 503.417.7612 By: "51/ RE: • 12585 SW Walnut, Tigard, 97224 BUP200800022 (Site Address) (Permit/Case Number) TVF &R Station 50 (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: • Copies: I Description: I Copies: I Description: Additional set(s) of plans. 3 Revisions: Full Sets - Revised Plans 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): REMARKS: Includes new copies of all sheets: revisions required by the permit reviews are incorporated, along with all items, previously forwarded as Addeundum No.1. FOR OFFICE USE ONLY Routed to Permit Technician: Date: Initials: Fees Due: ❑ Yes ❑ No Fee Description: Amount Due: • -$ Special Instructions: Reprint Permit (per PE): ['Yes I ❑ No ['Done Applicant Notified: Date: Initials: 1: \Building\Forms \Transmittal Letter - Revisions.doc 4/4/07 4 Ilil BUILDING DIVISION TIGARD SHOP DRAWINGS TRANSMITTAL LETTER TO: DAN NELSON DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED FROM: X2.1 1`I6 &>U8F4QL CITY 01: TIGARD COMPANY: P5 e_ a ,e.GH ( -crs BUILDING DID I PHONE: ____G , +1 1 . "Wig ( Z. B": 12617 . RE: +2585 SW WALNUT RD. BUP2008 -00022 (Site Address) (Permit/Case Number) TVFR STATION 50 (Project name or subdivision name and lot number) Structural Plan Review Ite 26 C ow/ YL—E—TIE_.-19,W G /z ATTACHED ARE THE FOLLOWING ITEMS: Copies: I Description: I Copies: I Description: Light gauge steel framing Reinforcing steel Steel decking Structural & miscellaneous steel 1 Other (explain): WOOD ROOF TRUSSES I * - vtiA 0a . woo 0 T1SSEs ki Fi vV 1t (LA 6 le„ Tie 1 ss leS 1. /, Shop drawings are stamped and signed by the design professional in responsible charge as to having been reviewed and found to be in general conformance to the design of the building. (:\Building\ Forms \Transmittal Letter - ShopDrawings doc 11/27/07 . III BUILDING DIVISION r l c A o SHOP DRAWINGS TRANSMITTAL LETTER TO: DAN NELSON DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED FROM: seec MAY 0 5 2008 COMPANY: V Ace Gt{ !fie c.-T j CITY TIGARO BUILDING DIVISION PHONE: S63. 4-11 .1-(c 12 RADII RE: 1 85"SW WALNUT RD. BUP2008 -00022 -- - - ---------- - - - - - - (Site- Address) - - - - -- ----- --- --- ...-- .- ---- ---- ----- - ( Permit /C-ase- Number) - _ --•------- .----- .....-- ------ --- ----- TVFR STATION 50 (Project name or subdivision name and lot number) Structural Plan Review Item #: 25 ATTACHED ARE THE FOLLOWING ITEMS: Copies: l D Copies: Descr,�iption: Light gauge steel framing 1 Reinforcing steel Steel decking Structural & miscellaneous steel Other (explain): 0574/R_E-TED s (s g / 0 ' r ir IA Shop drawings are stamped and signed by the design professional in responsible charge as to • having been reviewed and found to be in general conformance to the design of the building. 1:\ Building\ Forms \Transmittal Letter - ShopDrawings.doc I1/27/07 . .. . • IN BUILDING DIVISION T I G AIZD SHOP DRAWINGS TRANSMITTAL LETTER TO: DAN NELSON DATE RECEIVED: DEPT: BUILDING DIVISION FROM: COMPANY: PHONE: B y : RE: 12585 SW WALNUT RD. BUP2008 -00022 (Site Address) (Permit/Case Number) TVFR STATION 50 (Project name or subdivision name and lot number) Structural Plan Review Item #: 25 ATTACHED ARE THE FOLLOWING ITEMS: Copies: I Description: I Copies: I Description: Light gauge steel framing 1 Reinforcing steel Steel decking Structural & miscellaneous steel Other (explain): ❑ Shop drawings are stamped and signed by the design professional in responsible charge as to • having been reviewed and found to be in general conformance to the design of the building. 1 \Transmittal Letter - ShopDrawings.doc 11/27/07 • 1- • BUILDING DIVISION SHOP DRAWINGS TRANSMITTAL LETTER TIGARD TO: DAN NELSON DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED MAY 0 5 2008 FROM: Zif P 5( 146444 ispge CITY OF TIGARD BUILDING DIVISION COMPANY: pSE fectt rre-T5 PHONE: 6O3,. g1. *c 12 By: RE: 12585•SW WALNUT RD. BUP2008-00022 - - - - (Site - - " -" • (Permit/Case Number) - • - TVFR STATION 50 (Project name or subdivision name and lot number) Structural Plan Review Item #: 27 ATTACHED ARE THE FOLLOWING ITEMS: co agm 11= 111111111111..11111 Light gauge steel framing Reinforcing steel Steel decking Structural & miscellaneous steel 1 Other (explain): ENGINEERED WOOD JOIST ConA R-E-TEb. S/Ske a r Shop drawings are stamped and signed by the design professional in responsible charge as to having been reviewed and found to be in general conformance to the design of the building. 1:\BuildingTorms\Transminal Letter-ShopDrawings.doc 11/27/07 * - BUILDING DIVISION T I GA R D SHOP DRAWINGS TRANSMITTAL LETTER TO: DAN NELSON DATE RECEIVED: DEPT: BUILDING DIVISION FROM: COMPANY: PHONE: By RE: 12585 SW WALNUT RD. BUP2008 -00022 (Site Address) (Permit/Case Number) TVFR STATION 50 (Project name or subdivision name and lot number) Structural Plan Review Item #: 27 ATTACHED ARE THE FOLLOWING ITEMS: Copies: I Description: 1 Copies: I Description: Light gauge steel framing Reinforcing steel Steel decking Structural & miscellaneous steel 1 Other (explain): ENGINEERED WOOD JOIST ❑ Shop drawings are stamped and signed by the design professional in responsible charge as to having been reviewed and found to be in general conformance to the design of the building. !:\Building\ Forms \Transmittal Letter- ShopDrawmgs doc 11/27/07 _ t, - BUILDING DIVISION e T I G A R D SHOP DRAWINGS TRANSMITTAL LETTER O::0--- TO: DAN NELSON DATE RECEIVED: DEPT: BUILDING DIVISION • FROM: TOFF Bit i fJ cosh Sag& COMPANY: PSG ,64,.c if 1'r c 1•1011. PHONE: cOS. 41 / . By: RE: 1-589 SW WALNUT RD. BUP2008 -00022 -- -- - (Site Address) – -- ------ — =_ (Permit/Case – ... -- — TVFR STATION 50 (Project name or subdivision name and lot number) Structural Plan Review Item #: 28 P2-n 6 ATTACHED ARE THE FOLLOWING ITEMS: - MTiraIllrreTcTiMMMIIMIKVBNfinnl ECopies l D�escrrption: u Light gauge steel framing Reinforcing steel Steel decking 1 Structural & miscellaneous steel Other (explain): Shop drawings are stamped and signed by the design professional in responsible charge as to having been reviewed and found to be in general conformance to the design of the building. 1: \Building \Forms \Transmittal Letter - ShopDrawings.doc 11/27/07 lig a BUILDING DIVISION T I G A ltD SHOP DRAWINGS TRANSMITTAL LETTER TO: DAN NELSON DATE RECEIVED: DEPT: BUILDING DIVISION FROM: COMPANY: PHONE: By: RE: 12585 SW WALNUT RD. BUP2008 -00022 (Site Address) (Permit/Case Number) TVFR STATION 50 (Project name or subdivision name and lot number) Structural Plan Review Item #: 28 ATTACHED ARE THE FOLLOWING ITEMS: Copies: I Description: I Copies: I Description: Light gauge steel framing Reinforcing steel Steel decking 1 Structural & miscellaneous steel Other (explain): ❑ Shop drawings are stamped and signed by the design professional in responsible charge as to having been reviewed and found to be in general conformance to the design of the building. l: \Building\ Forms \Transmittal Letter-ShopDrawings.doc 1 1/27/07 li _ _ BUILDING DIVISION li • I r 1 c n It SHOP DRAWINGS TRANSMITTAL LETTER S .---- TO: DAN NELSON DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED JUN 02• FROM: 51e.-1 N6, &&I13 CITY OF TIGARD COMPANY: Se_ A 4, I -r're T S BUILDING DIVISION PHONE: S , 4--1 . -- 462 / 7 By: 17.61? RE: 4-2585 SW WALNUT RD. BUP2008 -00022 _.. ---------- - - - - -- --- . _ ... (5ite - Address) --- --- ---- --------- ..-- ---- - - - - -- ...—....._–_—(Permtt/CaseNumber)--•- TVFR STATION 50 (Project name or subdivision name and lot number) Structural Plan Review Ite II : 26 Ca m / Y T TE__. G?I Gs ATTACHED ARE THE FOLLOWING ITEMS: Mopies. l Description; 1 Copies: Desc ption: Light gauge steel framing Reinforcing steel Steel decking Structural & miscellaneous steel 1 Other (explain): WOOD ROOF TRUSSES I - 01A . woo 0 T(2(4SSe5. - k V4Niv Li T ( IAA io e Me-a% Es crt.i, Shop drawings are stamped and signed by the design professional in responsible charge as to having been reviewed and found to be in general conformance to the design of the building. (:\Building \ Forms \Transmittal Letter- ShopDrawings.doc 11/27/07 a BUILDING DIVISION T I G A RD SHOP DRAWINGS TRANSMITTAL LETTER TO: DAN NELSON DATE RECEIVED: DEPT: BUILDING DIVISION FROM: COMPANY: PHONE: By RE: 12585 SW WALNUT RD. BUP2008 -00022 (Site Address) (Permit/Case Number) TVFR STATION 50 (Project name or subdivision name and lot number) Structural Plan Review Item #: 26 ATTACHED ARE THE FOLLOWING ITEMS: Copies: I Description: I Copies: I Description: Light gauge steel framing Reinforcing steel Steel decking Structural & miscellaneous steel 1 Other (explain): WOOD ROOF TRUSSES ❑ Shop drawings are stamped and signed by the design professional in responsible charge as to having been reviewed and found to be in general conformance to the design of the building. 1• \Building\ Forms \Transmittal Letter - ShopDrawings doc 11/27/07 BUILDING DIVISION TIGARD SHOP DRAWINGS TRANSMITTAL LETTER TO: DAN NELSON DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED MAY 2 7 20u8 FROM: TIFF Bg. I hi (mew Dag& G CITY OF TIGARD COMPANY: 1 ` Arge H I'TC' BUILDING DIVISI N PHONE: 5 (0 411. 1. , 2. By. rz'r? RE: 1589 SW WALNUT RD. BUP2008 -00022 (Site Address) (Permit/Case TVFR STATION 50 (Project name or subdivision name and lot number) Structural Plan Review Item #: 28 --. 647/084) ATTACHED ARE THE FOLLOWING ITEMS: Copies: [ Description: I Copies: I Description: Light gauge steel framing Reinforcing steel Steel decking 1 Structural & miscellaneous steel Other (explain): Shop drawings are stamped and signed by the design professional in responsible charge as to having been reviewed and found to be in general conformance to the design of the building. I •\Building \Forms \Transmittal Letter - ShopDrawings.doc 11/27/07 CITY OF TIGARD BUILDING DIVISION - / PERMIT #: BUP2000-00022 13125 SW Hall Blvd., Tigard, OR 97223 , h' // DATE ISSUED: 4/1620Q8 Phone: (503) 639 -4171 i' i a te V iii'�� Inspection Requests (24 Hrs.): (503) 639 -4175 .- !♦- °'I .. INSPECTION WORKSHEET FOR DATE: 1/9/2009 TIME: 7:01AM PAGE: 28 SITE ADDRESS: 12617 SW WALNUT ST CLASS OF WORK: SUBDIVISION: TVF&R FIRE STATION LOT #: TYPE OF USE: PROJECT NAME: TUALATIN VALLEY FIRE AND RESCU DESCRIPTION: 11,700 sf. fire station. OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE #: 503649 -8577 CONTRACTOR: FIRST CASCADE CORPORATION PHONE #: 503-699.0970 Inspection Request Scheduled For: Date: 119/2009 Pour Time: Code # pspection Description Confirm # Contact # Message 299 Final inspection 079540 -01 503-341-7634 N Corrections/Comments/Instructions: / 1 (...--/ J !, PASS ❑ PARTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS ❑ F. ❑ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: (� Date: 1 /`r 0 1 Phone #: (503) 718 - 2--- CITY OF TIGARD A . BUILDING DIVISION PERMIT #: BUP200 8-00022 13125 SW Hall Blvd., Tigard, OR 97223 r � DATE ISSUED: 4/16/2008 Phone: (503) 639 - 4171 4 I�i Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 1/5!2009 TIME: 7:01AM PAGE: 20 SITE ADDRESS: 12617 SW WALNUT ST CLASS OF WORK: SUBDIVISION: TVF&R FIRE STATION LOT #: TYPE OF USE: PROJECT NAME: TUALATIN VALLEY FIRE AND RESCU DESCRIPTION: 11,700 sf. fire station. OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE #: 503649.8577 CONTRACTOR: FIRST CASCADE CORPORATION PHONE #: 503693.6970 Inspection Request Scheduled For: Date: 1/6/2009 Pour Time: Code # Inspection Description Confirm # Contact # Mes /ge 29 9 Final inspection 0793 503 -341 -7634 N Corrections /Commm�ents /Instructions: �I / 2e4v J r r7 " 8U f`l l 4/ qe _ . c4f g-oo oaoa 3 0, Ae. " ��ff — 0(0 00 —000 ‘0 ( 0 I i- AA Sum,,,. L L Q - s ( LeAir S TES+ vic\ ) eV. LV OrA(C—C.A Cam\ C( C I 6 0 - t5 k.ne• . c,& -e ; w:eA te.e i 8, . '►•15 w1 Q u` t 1- ex.4 . • I P e 1 ' 14) 0 0 0 66 (-4 . te x it c,,a - e 1,c,2.00? - ocYago • I / r ' It ❑ PA'•S \ V J' Ill PARTIAL APPROVAL ❑ CANCEL El NO ACCESS I XFAI' ❑ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: vZ Date: 1 / fi 0 q Phone #: (503) 718- 2� 2t{ CITY C OF TIGARD BUILDING DIVISION PERMIT #: BUP2008 -00022 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 4/16/2008 Phone: (503) 639- 4171PI Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 12/18/2008 TIME: 7:01AM PAGE: 7 • SITE ADDRESS: i2617 SW WALNUT ST CLASS OF WORK: SUBDIVISION: NEAR FIRE STATION LOT #: TYPE OF USE: PROJECT NAME: TUALATIN VALLEY FIRE AND RESCU DESCRIPTION: 11,700 sf. fire station. OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE #: 6Q3- 649.8577 CONTRACTOR: FIRST CASCADE CORPORATION PHONE #: 503.699 -8970 Inspection Request Scheduled For: Date: 12/18/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 287 Suspended ceiling 079112-01 503- 341 -7634 N Corrections/Comments/Instructions: / /A PASS 111 PARTIAL APPROVAL [II CANCEL ❑ NO ACCESS ❑ FAIL ❑ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASS SED 4C C I--- ---- ----- V - -�Inspector: Date: � Phone #: (503) 712 CITY OF TIGARD BUILDING DIVISION #: BUP2008- 00022 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 4/16/2008 Phone: (503) 639 -4171 Inspection Requests (24 Hrs.): (503) 639 -4175 _V it WORKSHEET FOR DATE: 12/12/2008 TIME: 7:00AM PAGE: 22 'I SITE ADDRESS: 12617 SW WALNUT ST CLASS OF WORK: SUBDIVISION: TVF &R FIRE STATION LOT #: TYPE OF USE: PROJECT NAME: TUALATIN VALLEY FIRE AND RESCU DESCRIPTION: 11,700 sf. fire station. OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE #: 503-649-8577 CONTRACTOR: FIRST CASCADE CORPORATION PHONE #: 503 - 699-8970 Inspection Request Scheduled For: Date: 12/12/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 287 Suspended ceiling 079000-01 503- 341 -7634 N Corrections /Com nt Instructions: A....C■v 4 2.1.1 _4 ,f?'*•e C-- .--/KAF frkkv (i.L_-- LASLA---c r\--.,:ess—e=Q 1 � 4.' ` Ll_t -f S Guest— c i ; ' h44 ,,es, --- sc__ 4. 1 , ,Or■\ c&-- lc. A. A ,■ 1- 4.....4....L...); MA vic• ❑ PASS APPROVAL ❑ CANCEL 111 NO ACCESS ❑ FAIL 111 ALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED *2 2-ceecr Inspector: d'ICZ__ Date: 1 " / 1 illy Phone #: (503) 718 CITY OF TIGARD BUILDING DIVISION ,► PERMIT #: gUP 200 8-0002 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 4/16/200B Phone: (503) 639- 4171 Inspection Requests (24 Hrs.): (503) 639 -4175 �' ° __.. INSPECTION WORKSHEET FOR DATE: 10/15/200B TIME: 7 :00AM PAGE: 30 1 SITE ADDRESS: 12617 SW WALNUT ST CLASS OF WORK: SUBDIVISION: TVI= &R FIRE STATION LOT #: TYPE OF USE: PROJECT NAME: TUALATIN VALLEY FIRE AND RESCU DESCRIPTION: 11,700 sf. fire station. OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE #: 503 -649 -8577 CONTRACTOR: FIRST CASCADE CORPORATION PHONE # : 503 - 699 -8970 Inspection Request Scheduled For: Date: 10!1517008 Pour Time: 1.00 Code # Inspection Description Confirm # Contact # Me -age `4� If � 270 Reinforcing steel (rebar) 076724 -01 503 -341 -7634 Y ;� Corrections /Com ?nts /In tructio s: sikt s C � 4 /P C c 26 C). Eik. a-4' to vhc- =, . o C' 4 ' AiL.QA 0 ,. ci- ( ‘ 6.,,f- ko&S-e-- al !, a ..:' , 4 i ..�' Q j e__eL 6 ❑ PASS i 'ARTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS . ❑ FAIL ❑ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASS SSED Inspector: Date: 1 D , "5 Phone #: (503) 718- 'v I CITY OF TIGARD • BUILDING DIVISION PERMIT #: BUP2008-00022 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 4/161200B Phone: (503) 639- 4171 Inspection Requests (24 Hrs.): (503) 639 -4175 .. INSPECTION WORKSHEET FOR DATE: 10/9/2008 TIME: 7:01AM PAGE: 38 SITE ADDRESS: CLASS OF WORK: SUBDIVISION: 12617 SW WALNUT ST LOT #: TYPE OF USE: PROJECT NAME: TVF &R FIRE STATION DESCRIPTION: TUALATIN VALLEY FIRE AND RESCU 11,700 sf. fire station. OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE #: 503- 649 -8677 CONTRACTOR: FIRST CASCADE CORPORATION PHONE #: 503- 699 -8970 Inspection Request Scheduled For: Date: 10/9/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 280 Insulation 076442 -01 503.341 -7634 Y Corrections /Comments /Instructions: Q q.- a ;c.. ‘ Sc, _ `'G„/ 6Ad 5 V k cC c v e r Q€-.) 1 1 €?ei4 (GQl Ala) CrAtet ❑ PASS / PARTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS ❑ FAIL ❑ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: DS Date: 9cCTO5 Phone #: (503) 718- 2(123 CITY OF TIGARD BUILDING DIVISION PERMIT #: Bt1P2008-00022 13125 SW Hall Blvd., Tigard, OR 97223 D ATE ISSUED: 4/16/2008 Phone: (503) 639 -4171 VItt Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 10,7/ ?008 TIME: 7 :00AM PAGE: 23 SITE ADDRESS: CLASS OF WORK: SUBDIVISION: 12617 SW WALNUT ST LOT #: TYPE OF USE: PROJECT NAME: TVF &R FIRE STATION DESCRIPTION: TUALATIN VALLEY FIRE AND RESCU 1 11,700 sf. fire station. OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE # : 503 - 6438577 CONTRACTOR: FIRST CASCADE CORPORATION PHONE #: 503-699-8970 Inspection Request Scheduled For: Date: 10/7,2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 280 Insulation 076373 -01 503-341-7634 N Corrections /Com ents /Instruction i ei f&-ewl1/4... Aid—as 2 ui , ❑ PASS el PARTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS ❑ FAIL ❑ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Ins �� 1 . � Inspector: ` V , Olt i Date: Ph one #: (503) 718 - P ) CITY OF TIGARD ' - 1 BUILDING DIVISION PERMIT # • BUP2008 -00022 I 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 4/16/2000 Phone: (503) 639 -4171 Inspection Requests (24 Hrs.): (503) 639 -4175 _!--. e - -.. INSPECTION WORKSHEET FOR DATE: 10!2/2006 TIME• 7 :00AM PAGE: 18 SITE ADDRESS: 12617 SW WALNUT ST CLASS OF WORK: SUBDIVISION: TVF &R FIRE STATION LOT #: TYPE OF USE: PROJECT NAME: TUALATIN VALLEY FIRE AND RESCU DESCRIPTION: 11,700 sf. firo station. OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE #: 503 - 649 -8577 CONTRACTOR: FIRST CASCADE CORPORATION PHONE #: 503-699-8970 Inspection Request Scheduled For: Date 10/2/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 275 Framing 076218 -01 503-341-7634 N Corrections/Comments/Instructions: MA> w N6 / CS) X/d I 3 ...v / _ / ); , f, f ❑ PASS la PARTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS ❑ FAIL • CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: r. �� " ___ . Dater /2I' / a Phone #: (503) 718- g I , CITY OF TIGARD BUILDING DIVISION PERMIT #: l3uP2008 QQQ12 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 4/16/2008 Phone: (503) 639 -4171 Inspection Requests (24 Hrs.): (503) 639 -4175 ^'f I .. INSPECTION WORKSHEET FOR DATE: 10/112008 TIME: 7 :02AM PAGE: 30 SITE ADDRESS: 12617 SW WALNUT ST CLASS OF WORK: SUBDIVISION: TVF&R FIRE STATION #: TYPE OF USE: PROJECT NAME: TUALATIN VALLEY FIRE AND RESCU DESCRIPTION: 11,700 sf. fire station. OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE #: 503-649-8577 CONTRACTOR: FIRST CASCADE CORPORATION PHONE # : 503-699-8970 Inspection Request Scheduled For: Date: Pour Time: 1011/2008 Code # Inspection Description Confirm # Contact # M . : Q 285 Drywall nailing 076141 -01 503-431 -7634 1 4d 8 Corrections /Comments /Instructions: 1' I � t S 2 e - 2 .7 ` 2 ' ■ ) 10 r• C o- - 0 Z`` o -C,, - 51 . t C CL" ) sI -1 s/L_ s C.)... - 'cl-- -a_s Srrs .____ 4, tk o - c ea (""), -ie,--c • ? . :•„, „fti-i-;-,evt;If -id `ftt_ a% �►�-e P AL APPROVAL ❑ CANCEL ❑ NO ACCESS ❑ FAIL ❑ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED a CK aji Inspector: 1v - 1 Date: 1 ° 5 Phone #: (503) 718- CITY OF TIGARD \. BUILDING DIVISION PERMIT #: 13UP20(l8 00022 \\ 13125 SW Hall Blvd., Tigard, OR 97223 D ATE ISSUED: 4/16/2008 Phone: (503) 639 -4171 Inspection Requests (24 Hrs.): (503) 639 -4175 .- _-_ - INSPECTION WORKSHEET FOR DATE: 9/25/20013 TIME 7:00AM PAGE 41 SITE ADDRESS: 12617 SW WALNUT ST CLASS OF WORK: SUBDIVISION: TV1= &R FIRE STATION LOT #: TYPE OF USE: PROJECT NAME: TUALATIN VALLEY FIRE AND RESCU DESCRIPTION: 11,700 sf. fire station. OWNER: PHONE #: 5036498677 CONTRACTOR: TUALATIN VALLEY FIRE & RESCUE, PHONE #: FIRST CASCADE CORPORATION 503-699-8970 Inspection Request Scheduled For: Date: 9/25/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 175 Framing 075890-01 503 - 319`5613 N Corrections/Comments/Instructions: �4-il t , e-- C= - c - ' 3- i 1t e t 1Ji91--G -- ,s1- re>ic /1 P f "C a V(1 P( • ❑ PASS ' ! . RTIAL A" e • - ❑ CANCEL 111 NO ACCESS ❑ FAIL ki CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: Date: 7A Phone #: (503) 718 - y 1 L. . , CITY OF TIGARD BUILDING DIVISION PERMIT #: BUP2008 AOOaz 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 4116/2008 Phone: (503) 639 -4171 Inspection Requests (24 Hrs.): (503) 639 -4175 s INSPECTION WORKSHEET FOR DATE: 9/24/2008 TIME: 7:0()AM PAGE: 32 SITE ADDRESS: CLASS OF WORK: SUBDIVISION: 12617 SW WALNUT ST LOT #: TYPE OF USE: PROJECT NAME: TVF &R FIRE STATION DESCRIPTION: TUALATIN VALLEY FIRE AND RESCU 11,700 sf. fire station. • OWNER: PHONE #: TUALATIN VALLEY FIRE & RESCUE, 5036438577 CONTRACTOR: FIRST CASCADE CORPORATION PHONE #: 50369 89 70 Inspection Request Scheduled For: Date: 914/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 280 Insulation 075839-01 503-319-5613 N Corrections/Comments/Instructions: At, L �1,is■ - .____P 10 61 . •v;Ar e--- 02,. ❑ PASS ; /� t - TIAL APPRO ❑ CANCEL ❑ NO ACCESS ❑ FAIL j i - • a = SPECTION ❑ ADDITIONAL FEES ASSESSED L /7- Inspector: Date: _ Phone #: (503) 718 -Zh r CITY OF TIGARD I . BUILDING DIVISION PERMIT #: BUP2008- 0002. 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 4/16/200 Phone: (503) 639- 4171 1 Inspection Requests (24 Hrs.): (503) 639 -4175 s _ ' � :_.. INSPECTION WORKSHEET FOR DATE: g/22/200s TIME: 7:OOAM PAGE: 21 SITE ADDRESS: CLASS OF WORK: SUBDIVISION: 12617 SW WALNUT ST LOT #: TYPE OF USE: PROJECT NAME: TVF &R FIRE STATION DESCRIPTION: TUALATIN VALLEY FIRE AND RESCU 11,700 sf. fire station. OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE # : 503649-8577 CONTRACTOR: FIRST CASCADE CORPORATION PHONE # : 503 -699 -8970 Inspection Request Scheduled For: Date: 9/22/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 280 Insulation 075724 -01 503-341 -7634 Y Corrections /Comments /Instructions: � . o • — S Aga /U 0 " 1 S 1bL oN .-/ i ❑ PASS ,': RTIAL APPRO .: ❑ CANCEL ❑ NO ACCESS ❑ FAIL ❑ CALL FOR INSPECTION ❑ADDITIONAL FEES ASSESSED Inspector: _ Date: /742___Z Phone #: (503) 718- 7 —___6 . _9___V_ • , CITY OF TIGARD , BUILDING DIVISION PERMIT #: BIJP2008 -00022 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 4/16/2008 Phone: (503) 639 -4171 Ill Inspection Requests (24 Hrs.): (503) 639 -4175 IL INSPECTION WORKSHEET FOR DATE: 9/17/2008 TIME: 7:00AM PAGE: 30 SITE ADDRESS: 12617 SW WALNUT ST CLASS OF WORK: SUBDIVISION: TVF &R FIRE STATION LOT #: TYPE OF USE: PROJECT NAME: TUALATIN VALLEY FIRE AND RESCU DESCRIPTION: 11,700 sf. fire station. OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE #: 503649.8577 CONTRACTOR: FIRST CASCADE CORPORATION PHONE #: 5036998970 Inspection Request Scheduled For: Date: 9/17/2008 Pour Time: Code # Inspection Description Confirm # Contact # Mes 275 Framing 075544 -01 503.341 -7634 Corrections/Comments/Instructions: d' -t- 51 �� �v Cam[ i41 /frl/L • COO Z—`/ A k h)S U 1. 1 - � t..// C ,e1.,TPl.L/ 1 PL-(J pir 1- Z '1 -PI ie--o V1/k6- • I I II] PASS i � ,' _ : : _ - - • ! ❑ CANCEL ❑ NO ACCESS ❑ FAIL ❑ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED / Agolow Inspector: , _ . _ Date: 111 Phone #: (503) 718- 2 wir I' CITY OF TIGARD ` BUILDING DIVISION PERMIT #: BUP200B -00022 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 4/16/2008 Phone: (503) 639 -4171 A Inspection Requests (24 Hrs.): (503) 639 -4175 1.L. INSPECTION WORKSHEET FOR DATE: 9115/2008 TIME: 7:00AM PAGE: 25 SITE ADDRESS: 12617 SW WALNUT ST CLASS OF WORK: SUBDIVISION: TVF&R FIRE STATION LOT #: TYPE OF USE: PROJECT NAME: TUALATIN VALLEY FIRE AND RESCU DESCRIPTION: 11,700 sf. fire station. OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE #: 50 CONTRACTOR: FIRST CASCADE CORPORATION PHONE #: 503-699-8970 Inspection Request Scheduled For: Date: 9/15/2008 Pour Time: Code # Inspection Description Confirm # Contact # Messa• - 2$5 Drywall nailing 07544401 503-341-7634 0I Corrections /Comments /Instructions: ii-1C - z ' Z N AI L-7 10 4f.., ❑ PASS •= I. ' "--"-;;• !AL ❑ CANCEL ❑ NO ACCESS ❑ FAIL ^ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: Date: 7 / Phone #: (503) 718- Z.-40"r 1 C CITY OF TIGARD BUILDING DIVISION PERMIT #: BUP2008.00022 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 4!161200 Phone: (503) 639 -4171 �� �l Inspection Requests (24 Hrs.): (503) 639 -4175 s_' ^ 'I L INSPECTION WORKSHEET FOR DATE: 9/9/2008 TIME: 7:00AM . PAGE: 2 SITE ADDRESS: 12617 SW WALNUT ST CLASS OF WORK: SUBDIVISION: 1VI= &R FIRE STATION LOT #: TYPE OF USE: PROJECT NAME: TUALATIN VALLEY FIRE AND RESCU DESCRIPTION: 11,700 sf. fire station. OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE #: 503- 649-8577 CONTRACTOR: FIRST CASCADE CORPORATION PHONE #: 503-699-8970 Inspection Request Scheduled For: Date: 9/9/2008 Pour Time: Code # Inspection Description Confirm # Contact # Mess._! • 280 Insulation 075270 01 503-341-7634 ' Corrections /Comments /Instructions: I. _ ' or" _ _ 17.--) t� c�'SZT 1... - -L-S 4 t - 1) goo klcTELC * (A/ L/ 1 ./C -; r S/T ❑ PASS '� APPROV ❑ CANCEL ❑ NO ACCESS ❑ FAIL CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: Date: 1 1/6 S Phone #: (503) 718 - 1?-611,4 CITY OF TIGARD b BUILDING DIVISION • - PERMIT #: BUP2008 -00022 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 4116/2008 Phone: (503) 639 -4171 �I�I Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 9/5/2008 TIME: 7:00AM PAGE: 29 SITE ADDRESS: 12617 SW WALNUT ST CLASS OF WORK: SUBDIVISION: TVF &R FIRE STATION LOT #: TYPE OF USE: PROJECT NAME: TUALATIN VALLEY FIRE AND RESCU DESCRIPTION: 11,700 sf. fire station. OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE #: 603 649=8577 CONTRACTOR: FIRST CASCADE CORPORATION PHONE #: 503-699-8970 • Inspection Request Scheduled For: Date: 9/5/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 275 Framing 075104 -01 503-341-7634 �1�ST s � i Corrections /Comments /Instructions: s2 n ,� t V' V' ti4;144 Atu 6- Pief IWE (. is‘R+F—iikIDS - FAY N6 i (moos c- LFS - G 87 les c ' El PASS ARTIAL APPROVAL 0 CANCEL 0 NO ACCESS ' I ❑ FAIL ❑ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector �•� 1 Date: Phone #: (503) 718- CITY OF TIGARD BUILDING DIVISION PERMIT #: BUP2006.00072 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 4/1612008 Phone: (503) 639 -4171 ill Inspection Requests (24 Hrs.): (503) 639 -4175 INSPECTION WORKSHEET FOR DATE: 9/2/2008 TIME: 7:01AM PAGE: 23 SITE ADDRESS: 12617 SW WALNUT ST CLASS OF WORK: SUBDIVISION: TVF &R FIRE STATION LOT #: TYPE OF USE: PROJECT NAME: TUALATIN VALLEY FIRE AND RESCU DESCRIPTION: 11,700 sf. fire station. OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE #: 603-649-8577 CONTRACTOR: FIRST CASCADE CORPORATION PHONE #: 503 - 699 Inspection Request Scheduled For: Date: 9/2/2008 Pour Time: Code # Inspection Description Confirm # Contact # Messa•e 0 275 Framing 074904 -01 503-341 -7634 Corrections /Comments /Instructions: i(On f F-U1A -M1 K) 67 dv■ it \-/ - 7 - 2v � S c /F74-1 Pte. 57.1 / A- LiI ❑ PASS � ` ZTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS ❑ FAIL ;l CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED / Inspector: - IV Date: i Z ie Phone #: (503) 718- Z 6 4 / G lb . 1 CITY OF TIGARD BUILDING DIVISION PERMIT #: 511P2008- 00022 I 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 4/1612008 Phone: (503) 639 -4171 Inspection Requests (24 Hrs.): (503) 639 -4175 s_'jll� INSPECTION WORKSHEET FOR DATE: 8/29/2008 TIME: 7:00AM PAGE: 9 SITE ADDRESS: 12617 SW WALNUT ST CLASS OF WORK: SUBDIVISION: TVF &R FIRE STATION LOT #: TYPE OF USE: PROJECT NAME: TUALATIN VALLEY FIRE AND RESCU DESCRIPTION: 11.700 sf. fire station. OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE #: 503.649 -8577 CONTRACTOR: FIRST CASCADE CORPORATION PHONE #: 503699.8970 I Inspection Request Scheduled For: Date: 8/29/2008 Pour Time: P 4 Code # Inspection Description Confirm # Contact # Message 236 Shear walls /anchors 074874 -01 503-341 -7634 Y owl "“,P Corrections /Comments /Instructions: . Gil c is ifre C ( 1/0 0 ' 44e, 10 drri) i , i I t . - L L, L .._.,, 1 4 / /.., • `• 1 / i / , .4 V a II /.. /,("e f,./._,/ i .-,.__,/ -,, _i, ? -,/ gel .41414- � / ' W ❑ PASS PARTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS ❑ FAIL ❑ CALL OR INSPECTION ❑ ADDITIONAL FEES ASSESSED r n / Inspector: l Date: I /1/� / Phone #: (503) 71 Ri2_0n2_ . CITY OF TIGARD BUILDING DIVISION V PERMIT #: 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: /16/ 006-UQ022 Phone: (503) 639-4171 44/16/2008 I Inspection Requests (24 Hrs.): (503) 639 -4175 s_' ^'I t I INSPECTION WORKSHEET FOR DATE: 8/14/2008 TIME: 7:00AM PAGE: 18 SITE ADDRESS: 12617 SW WALNUT ST CLASS OF WORK: ' SUBDIVISION: TVF &R FIRE STATION LOT #: TYPE OF USE: PROJECT NAME: TUALATIN VALLEY FIRE AND RESCU DESCRIPTION: 11,700 sf. fire station. OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE #: 503.649 - 8577 CONTRACTOR: FIRST CASCADE CORPORATION PHONE #: 503 - 699 -8970 Inspection Request Scheduled For: Date 8/14/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 240 Exterior sheathing 074182 -01 500.334 -1763 0 v Corrections/Comments/Instructions: T P % PARTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS ❑ FAIL I CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: Date: ! _ Phone #: (503) 718- ZCY CITY OF TIGARD BUILDING DIVISION PERMIT #: BUP200B-00022 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 4/16/2008 Phone: (503) 639 -4171 A 1 Inspection Requests (24 Hrs.): (503) 639 -4175 s_' INSPECTION WORKSHEET FOR DATE: 8/13/2008 TIME: 7 :00AM PAGE: 23 SITE ADDRESS: 12617 SW WALNUT ST CLASS OF WORK: 1 SUBDIVISION: TVF &R FIRE STATION LOT #: TYPE OF USE: PROJECT NAME: TUALATIN VALLEY FIRE AND RESCU DESCRIPTION: 11,700 sf. fire station. OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE #: 50_649.8577 CONTRACTOR: FIRST CASCADE CORPORATION PHONE #: 503699 -8970 Inspection Request Scheduled For: Date: 8/13/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 240 Exterior sheathing 074120-02 503-341-7634 N Corrections /Comments /Instructions: Flo IL e n1/ eg, _ C c. ) C - . - r.._ - iigC Alai._ 1(� �- \ � y ma C O lll M. j � . � - o ,� 1_a' - �F- �'/ �t� %3K r e - Sts: • ❑ PASS ,-! : , L APP L ❑ CANCEL ❑ NO ACCESS ❑ FAIL E CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: Date: 5 l ZA g Phone #: (503) 718 - 2-e e 7, 4- 4 CITY OF TIGARD BUILDING DIVISION PERMIT #: BUP2008 -00022 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 4116!2008 Phone: (503) 639 -4171 A Inspection Requests (24 Hrs.): (503) 639 -4175 °' I .. INSPECTION WORKSHEET FOR DATE: 8/13/2008 TIME: 7:00AM PAGE: 24 SITE ADDRESS: CLASS OF WORK: 12617 SW WALNUT ST SUBDIVISION: TVF&R FIRE STATION LOT #: TYPE OF USE: PROJECT NAME: TUALATIN VALLEY FIRE AND RESCU DESCRIPTION: 11,700 sf. fire station. ' OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE #: 503.649 -8577 CONTRACTOR: FIRST CASCADE CORPORATION PHONE #: 503- 699-8970 Inspection Request Scheduled For: Date: 8113/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 235 Shear walls/anchors 074120 -01 503-341-7634 Y Corrections /Comments / Instructions: - at I ' - i� • ❑PASS PARTIAL APPROVAL ❑ NO ACCESS ❑ FAIL ❑ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: Audlo. ---......- Date: / 6g Phone #: (503) 718- L -4 I CITY OF TIGARD . A BUILDING DIVISION PERMIT #: BUP2008 -00022 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 4/16/2008 Phone: (503) 639 -4171 ���I�I Inspection Requests (24 Hrs.): (503) 639 - 4175 :- ' ^_ INSPECTION WORKSHEET FOR DATE: 817!2008 TIME 7:01AM PAGE: 32 SITE ADDRESS: CLASS OF WORK: 12617 SW WALNUT ST SUBDIVISION: LOT #: TYPE OF USE: PROJECT NAME: TVF&R FIRE STATION TUALATIN VALLEY FIRE AND RESCU , DESCRIPTION: 11,700 sf. fire station. OWNER: PHONE #: 503649.8577 TUALATIN VALLEY FIRE & RESCUE, CONTRACTOR: FIRST CASCADE CORPORATION PHONE #: 503699 - 8970 Inspection Request Scheduled For: Date: 8/7 /2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 240 Exterior sheathing 073858 -02 500-334-1764 N Corrections /Comments /Instructions: 6, g) 6Li.,/ eS Z E A f TV 6 0 4 1 / TV' ES - -- (1 oK- - - T - C ) 60 ✓L1Z-, o L y /4-1?)0 \/ C L- ae -Ai - A.) S 1 4 PL'1(._ No 4 4 s Ff R- 1"./q'1_4_ S v,11 L S- N 6 16 ! ROO r" l' A ' 11 - ) (-. 0 MI 'ASS (i/ ;P ARTIAL AP' • • V • CANCEL ❑ NO ACCESS ❑ FAIL // N ALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: Date: 8 /7 g Phone #: (503) 718- CITY OF TIGARD BUILDING DIVISION PERMIT #: BUP200 8-00022 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 4/1612008 Phone: (503) 639 -4171 441111‘ Inspection Requests (24 Hrs.): (503) 639 -4175 .. INSPECTION WORKSHEET FOR DATE: 8/7/2008 TIME: 7:01AM PAGE: 33 SITE ADDRESS: 12617 SW WALNUT ST CLASS OF WORK: SUBDIVISION: TVF &R FIRE STATION LOT #: TYPE OF USE: PROJECT NAME: TUALATIN VALLEY FIRE AND RESCU DESCRIPTION: 11,700 sf. fire station. OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE #: 503- 649-8577 CONTRACTOR: FIRST CASCADE CORPORATION PHONE #: 503.699 -8970 Inspection Request Scheduled For: Date: 8/7/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 2.35 Shear walls/anchors 073858 -01 500 -334 -1764 ej . 61 Corrections/ omments /Instructions: i i %. - .A _ - 4 :4 . 1 • _ s 5 ii - IA! I V L I Tr C.= . .. Mo it . 1 O Z - Si, _ I ih /La nJ r4 - 7 L. /AJ6� � . I+ i f 4 _- _r_itiLli.-___ in6:1, . S 0All y 1 1 ■ J ler eJ 111 PASS / 4IAL AP' ' : ❑ CANCEL ❑ NO ACCESS FAIL • LL FOR INSPECTION 111 ADDITIONAL FEES ASSESSED aa Inspector: Date: �J 7 Dri2 Phone #: (503) 718- ` � ,' C% CITY OF TIGARD BUILDING DIVISION PERMIT #: BUP2008- 00022 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 4/16/2008 Phone: (503) 639 -4171 li t Inspection Requests (24 Hrs.): (503) 639 -4175 -2� "'� I INSPECTION WORKSHEET FOR DATE: 8/6/2008 TIME: 7:03AM PAGE: 40 SITE ADDRESS: 12617 SW WALNUT ST CLASS OF WORK: SUBDIVISION: TVF &R FIRE STATION LOT #: TYPE OF USE: PROJECT NAME: TUALATIN VALLEY FIRE AND RESCU DESCRIPTION: 11,700 sf. fire station. OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE #: 503643,8577 CONTRACTOR: FIRST CASCADE CORPORATION PHONE #: 503.699 -8970 Inspection Request Scheduled For: Date: 8/6/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 235 Shear walls/anchors 073770-01 503 - 341 -7634 ' • Corrections /Comments /Instructions: 1 L.,01 6' . . act?. _ . UZ k S e ii , rl l✓cv W, ....._ _ ,.,.., _. • Ar - - v - 4Ze-- i— - A!. Pt- 1 t -, , I I, /R- " V P' S .:.. - .-.1 ._ _ i _ PL-/rE" - Hi U2_. 14 4f. 4.. A vis i (..) 2: e„ A., 14-1 #42- i o C-174 � , -.i & s" a c: i.J-c_ t) K AIG < (+c U ern - A crn. — ' --- 2.J2 - 5 F K-- 6 Voz._ AlcTZI4 e S� l?r v I J� _ . ah N l c.-S off P& ' Mk — — `i:. — =uta ,KP4tz - N9'e y N' J , • S – 77 1%1, [✓ • - ❑ PA SS n PARTIAL APPROVAL 111 CANCEL 111 NO ACCESS — ' /I CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED / I Inspector: Date: t� l 4 U�j Phone #: (503) 718 - z‘V CITY OF TIGARD BUILDING DIVISION PERMIT #: BUP2008- 00022 13125 SW Hall Blvd., Tigard, OR 97223 i DATE ISSUED: '1/16/2008 Phone: (503) 639 -4171 il Inspection Requests (24 Hrs.): (503) 639 -4175 .- :_.. INSPECTION WORKSHEET FOR DATE: 6/1W2008 TIME: 7:00AM PAGE: 18 SITE ADDRESS: 12617 SW WALNUT ST CLASS OF WORK: SUBDIVISION: TVF &R FIRE STATION LOT #: TYPE OF USE: PROJECT NAME: TUALATIN VALLEY FIRE AND RESCU DESCRIPTION: 11,700 sf. fire station. OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE #: 503 - 6418577 CONTRACTOR: FIRST CASCADE CORPORATION PHONE #: 503-699 -6970 Inspection Request Scheduled For: Date: 6/19!2006 Pour Time: 9:00 Code # Inspection Description Confirm # Contact # Message 220 Slab 071583 -01 503- 341 -7634 N Corrections /Comm - nts /Instructions: `� / JJJ / J /� � 1 . iA. L iL P ' I f v` (@9_, . ❑ PASS PARTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS ❑ FAIL ❑ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED 4 ,....p______ 18- y Inspector: Date: Phone #: (503) 7 / CITY OF TIGARD . BUILDING DIVISION PERMIT #: 13UP2008 -00022 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 4/16/20013 Phone: (503) 639 -4171 +� gi_____ Inspection Requests (24 Hrs.): (503) 639 -4175 _'.� ^'I I .. INSPECTION WORKSHEET FOR DATE: 6/13/2008 TIME: 7:01AM PAGE: 43 SITE ADDRESS: 12.617 SW WALNUT ST CLASS OF WORK: SUBDIVISION: TVF &R FIRE STATION LOT #: TYPE OF USE: PROJECT NAME: TUALATIN VALLEY FIRE AND RESCU DESCRIPTION: 11,700 sf. fire station. OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE #: 503-649 -8577 CONTRACTOR: FIRST CASCADE CORPORATION PHONE #: 503-699-8970 Inspection Request Scheduled For: Date: 6/13/2008 Pour Time: 9:00 Code # Inspection Description Confirm # Contact # Message 205 Footing 071326 -01 503 - 784 -2608 N Corrections/ - omments /Instruction 1 eenAjN - < ---- (. CD)/ • ❑ PASS 4 -ARTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS ❑ FAIL ❑ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED Inspector: �' (/� D ate: (of ‘3/ b Phone #: (503) 718- - 2A vi CITY OF TIGARD BUILDING DIVISION PERMIT #: BUP2008 -00022 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 4/16/2008 Phone: (503) 639 -4171 j l l Inspection Requests (24 Hrs.): (503) 639 -4175 ° __.. INSPECTION WORKSHEET FOR DATE: 6/11/2008 i i )ATE PAGE: 27 I I SITE ADDRESS: 12617 SW WALNUT ST CLASS OF WORK: SUBDIVISION: TVF &R FIRE STATION LOT #: TYPE OF USE: PROJECT NAME: TUALATIN VALLEY FIRE AND RESCU DESCRIPTION: 11,700 sf. fire station. OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE #: 503. 649.8577 CONTRACTOR: FIRST CASCADE CORPORATION PHONE #: 503-699 -8970 Inspection Request Scheduled For: Date: 6/11 /2008 Pour Time: 10:00 Code # Inspection Description Confirm # Contact # Message 205 Footing 071216 -01 503.784 -2608 N ore ions /Comments /Instructions: D \S M.2- -7 ftl.Z Q A-% -2- a -- (4) Fri . �rz I_ - t I. L 5I.2 (h CL-e-c ? \si a s El u N cr4'� 1 , L-t- e — U ter' . D I 1/\4■--A 9 u.--.& ,.. ..c /i_ o' ,.,.) v .1 iv 0 , c,r,..., 4 LA = U C �V tik 1/'JWi� LA (t/‘c W. 7 ? - Z 1 ' 1 ) le f t- / . &1d criL_ Lid - , - -1-e_eite,e-----7 4A-4.. 10/(p/to, i ❑ PAS ` D RTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS 111 FAIL \ �i ❑ CALL FOR INSPECTION ❑ ADDITIONAL FEES AS SED Inspector: vi ifz___ Date: lQ /� l Phone #: (503) 718 - Z � v , CITY OF TIGARD • BUILDING DIVISION PERMIT #: B11P200B -00022 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 4/16/2008 Phone: (503) 639 - 4171 . 4 i Inspection Requests (24 Hrs.): (503) 639 -4175 . °TI II Inspection INSPECTION WORKSHEET FOR DATE: 6/9/2008 TIME: 7:01AM PAGE: 38 1 SITE ADDRESS: 12617 SW WALNUT ST CLASS OF WORK: SUBDIVISION: TVF &R FIRE STATION LOT #: TYPE OF USE: PROJECT NAME: TUALATIN VALLEY FIRE AND RESCU DESCRIPTION: 11,700 sf. fire station. OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE #: 503 CONTRACTOR: FIRST CASCADE CORPORATION PHONE #: 503-699-8970 Inspection Request Scheduled For: Date: 6/9/2008 Pour Time: 12:00 Code # Inspection Description Confirm # Contact # M :,.sage 1j 220 Slab 071056-01 503 -341 -7634 Y ?i.,_, 1 Corrections /Comments /Instructions: 4 � _�� 7)-r ..." cfE,Tuls di Q.. (-J. i ` (s X 51 _Z s /S1 - Z 0 1 ,- t iyi - c_.0--a /c, ,k S_ Gr/� 7 1 ❑ PASS eg2ABDAL APPROVAL ❑ CANCEL ❑ NO ACCESS ❑ FAIL ❑ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED t • Inspector: t"t Date: // O Phone #: (503) 718- 2-4 CITY OF TIGARD BUILDING DIVISION PERMIT #: BUP2008 00022 13125 SW Hall Blvd., Tigard, OR 97223 D ATE ISSUED: 4116/2()08 Phone: (503) 639 -4171 It Inspection Requests (24 Hrs.): (503) 639 -4175 & .. INSPECTION WORKSHEET FOR DATE: 5/20/2008 TIME: 6:59AM PAGE: 43 SITE ADDRESS: 12617 SW WALNUT ST CLASS OF WORK: SUBDIVISION: TVF &R FIRE STATION LOT #: TYPE OF USE: PROJECT NAME: TUALATIN VALLEY FIRE AND RESCU DESCRIPTION: 11,700 sf. fire station. OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE #: 503.649 -8577 CONTRACTOR: FIRST CASCADE CORPORATION PHONE #: 503- 699 -8970 Inspection Request Scheduled For: Date: 5120/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 215 Footing drain 070127 -01 503- 341 -7634 Y Corrections /Comments /Instructions: K R- re R F ( e2m,+•• IFC Ar- -61,/l i2L -f cF 13.104-, r CP teal IP .. / O �. Cb7 k ..if c-, A-g- A-G - P- - L S. ❑ PASS im 1 •- • : JAL APPROVAL ❑ CANCEL ❑ NO ACCESS ❑ FAIL ❑ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED / _ Inspecto • — Date: s Z41949 Phone #: (503) 718- Z YY Ilb CITY OF TIGARD BUILDING DIVISION PERMIT #: BUP2008- 00022 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 4/16/20013 Phone: (503) 639 -4171 1 1 I Inspection Requests (24 Hrs.): (503) 639 -4175 _'!+� ^'ll.. INSPECTION WORKSHEET FOR DATE: 5/12/2008 TIME: 7:01AM PAGE: 31 SITE ADDRESS: 12617 SW WALNUT ST CLASS OF WORK: SUBDIVISION: TVF &R FIRE STATION LOT #: TYPE OF USE: PROJECT NAME: TUALATIN VALLEY FIRE AND RESCU DESCRIPTION: 11,700 sr. fire station. OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE #: 503-649-8577 CONTRACTOR: FIRST CASCADE CORPORATION PHONE #: 503-699-8970 Inspection Request Scheduled For: Date: 5/12/2008 Pour Time: 410 Code # Inspe. '• Description Confirm # Contact # Mes•. - • - 210 Foundation w v 069691 -01 503-341-7634 Corrections /Com ts/Instru 'ons: P • a S ■r<q A .. ,. Vi • • _ ( \-s 6:lo\r‘e - I ' .W ' PASS PARTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS ■ • IL ❑ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED ch.„..........,../ 5 7 v I Z L Inspector: Date: Phone #: 503 718 P ( ) - -■--- 1 7 CITY OF TIGARD BUILDING DIVISION PERMIT #: BUP2008 -00022 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 4/1612008 Phone: (503) 639- 4171 Inspection Requests (24 Hrs.): (503) 639 -4175 l±�i �__.. Ci-- INSPECTION WORKSHEET FOR DATE: 5/7 /2008 TIME: 7:00AM PAGE: 31 SITE ADDRESS: 12617 SW WALNUT ST CLASS OF WORK: SUBDIVISION: TVF &R FIRE STATION LOT #: TYPE OF USE: PROJECT NAME: TUALATIN VALLEY FIRE AND RESCU DESCRIPTION: 11,700 sf. fire station. OWNER: TUALATIN VALLEY FIRE & RESCUE, PHONE #: 503 - 649 CONTRACTOR: FIRST CASCADE CORPORATION PHONE #: 503699 - 8970 Inspection Request Scheduled For: Date: 5/7 /2008 Pour Time: 12:00 Code # Inspection Description Confirm # Contact # Message 205 Footing 069487 -01 503-341 -7634 N Corrections /Co ments /Instructions: _ i '..-- 1Y1 -- 2_.--or----Q_ C__.--9V- 1 ---- ' 1A -- i - ir/-4 Cwt �2_,Fe_— -- VVV ad 5 -,,,,`^ c.:_: in ❑ PASS PARTIAL APPROVAL ❑ CANCEL ❑ NO ACCESS ❑ FAIL ❑ CALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED c Inspector: Date: 7 /°'4K Phone #: (503) 718 -