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Correspondence
City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 January 21, 2010 I1 • RE: SITE PERMIT FOR DAVE & BUSTER'S T I GARD Project Information Building Permit: SIT d-00021 Construction Type: NA Address: 10125 SW Washington Square Occupancy Type: A2 Area: 2.4 Acres Stories: 2 Name: Dave & Busters Sprinkled: Yes The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007 edition; 2007 Oregon Fire Code and NFPA 13. Please provide the following conditions prior to issuance of the permit. 1) Please submit completed TVFR fire flow and hydrant worksheet from Tualatin Valley Fire and Rescue website. 2) Provide completed 1200C permit found on the web at cleanwaterservices.org. 3) Provide approval for site utilities permit number PLM2009-00363. 4) Provide approval for conditions indicated on permit SDR2009-00006 related to site permit issuance. 5) Provide engineering approval for private storm water detention. 6) Provide complete details of underground fire line from double check device to building riser. 7) Indicate signage to be used for van accessible and wheel chair only parking space as required in Oregon Revised Statue ORS 447.233. When responding, provide an itemized letter stating in what way each numbered issue has been addressed in the revision. When submitting revised drawings or additional information, please attach a copy of the City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully, Dan Nelson Senior Plans Examiner (503)718-2436 dann @tigard-or.gov Phone: 503.639.4171 • Fax: 503.684.7297 • www.tigard-or.gov • TTY Relay: 503.684.2772 Post-its Fax Note 7671 Dates i/o pages t To Y 47.-3212y Fro Co./Dept°44 Fic_ Co. �I 1 CCCrrr� Phone#W Phone . -30-3 71P 2 4 "-, Fax# d�� Fax# a 9755 SW Barnes Road,Ste 300 W HPacili Oregon,97225 455;Fax(503)526-0775 Memorandum To: Dan Nelson—City of Tigard Senior Plans Examiner From: Brady Berry, PE /6 Date: January 22,2010 Re: SIT2010-00021 Site Permit Review Comments Response The following is our response to the review comments issued on the above referenced permit on January 21, 2010. Item 1 A TVFR fire flow and hydrant worksheet is attached.A third hydrant has been added to Sheet C4.1 in response to the worksheet. Plans have been submitted to John Dalby, Deputy Fire Marshal for review. Item 2 A 1200C permit application is attached. Item 3 It is understood that approval of site utilities permit number PLM2009-00363 is required prior to issuing permits. Item 4 It is understood that approval of the SDR2009-00006 prior to issuing permits. Item 5 A PIF application was been submitted to Development 1/22/10. Item 6 Sheet C4.1 has been revised to show the dedicated fire line as"FS" on the plan and notes 5-7 were provided to provide additional information on the fire service. Item 7 Note 3 detail 8/C2.2 was added to provide information on ORS requirements for accessible parking signs. Please note that sheets C2.0, C2.1,C2.2, C3.0, C3.1, C4.0, C4.1 and L1.0 have been revised per SDR completeness comments and to address comments from the owner after submittal for permit review. Changes have been clouded on all sheets. RECEIVED JAN 2 2 2010 CITY OF TIGARD PLANNING/ENGINEERING P:IMacerich Company10339281ManagementlCorrespondencelTransmittallCOT 1-22-10 Site Permit Response 1.doc ■j 01/21/2010 14:13 5036243681 TIGARD BUILDING DEPT PAGE 01/01 • ■ • ■ • ■ • • ■:■ City of Tigard, Oregon • 13125 SW Hall Blvd. • Tigard, OR 97223 January 21, 2010 RE: SITE PERMIT FOR DAVE & BUSTER'S TIGARD Project Information Building Permit: SIT2010-00021 Construction Type: NA Address: 10125 SW Washington Square Occupancy Type: A2 Area: 2.4 Acres Stories: 2 Name: Dave & Busters Sprinkled: Yes The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007 edition; 2007 Oregon Fire Code and NFPA 13. Please provide the following conditions prior to issuance of the permit. 1) Please submit completed TVFR fire flow and hydrant worksheet from Tualatin Valley Fire and Rescue website. 2) Provide completed 1200C permit found on the web at cleanwaterservices.org. 3) Provide approval for site utilities permit number PLM2009-00363. 4) Provide approval for conditions indicated on permit SDR2009-00006 related to site permit issuance, 5) Provide engineering approval for private storm water detention. 6) Provide complete details of underground fire line from double check device to building riser. 7) Indicate signage to be used for van accessible and wheel chair only parking space as required in Oregon Revised Statue ORS 447.233. When responding, provide an itemized letter stating in what way each numbered issue has been addressed in the revision. When submitting revised drawings or additional information, please attach a copy of the City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully, + Post-It'Fax Note 7671 Date! ®�PeOf 1, 675e(.) An. I CoDe1)74 4 , E` Co, T �� Dan Nelson Phon9 x Phone Senior Plans Examiner FAx ?,-7n (503)718-2436 _ �`P'7 FAX ft dann @tigard-or.gov Received T i m g1J a n. 21. 42 0107z 1 : 13 P M6N o. 4 2.16 . . www,tigard-or.gov • TTY Relay: 503.684.2772 Fire Marshal Division Offices • Tualatin Valley North - 14480 SW Jenkins Rd., Beaverton, OR 97005, (503) 356-4700 Fire & Rescue South - 7401 SW Wash Ct., Tualatin, OR 97062, (503) 612-7000 Fire Flow and Hydrant Worksheet This worksheet is required to be submitted to and approved by the Authority Having Jurisdiction (AHJ) before any permits for new building construction, building expansion or fire hydrants will be issued by any building department within the TVF&R District. See the instructions for assistance completing this form or call one of the above numbers. Preparer Information 1 Preparer Name: RAJ PATEL Date: I 1/8/2010 Phone: 847 498 5950 Fax: 847 498 6880 Architect/Engineer of Record: KLAUCENS &ASSOCIATES Phone: 847 498 5950 Fax: 847 498 6880 General Building Information I Project Name: Dave & Buster's Project Address: 10135 SW Washington Square City: Tigard County: Washington I Zip:197223 Construction Type: Type V-B Click Box to choose construction type from dropdown menu Total Bldg Area: 24,415 sqft(as defined by the OSSC) Total Fire Area: 24,415 sqft (fire flow calculation area as defined by the OFC) Bldg Fire Flow: 4250 Gallons Per Minute (base amount w/o hazard class modifier or reductions) Describe Fire Area: (if more than one fire area,include an 8 1/2 x 11 or 11 x 17 drawing indicating the various fire areas) 20,376 casual sit-down restaurant and bar with a video and skill games area. 4,039 commercial kitchen. Type of Occupancy or Use of Building: Public Assembly Revised: 9/07 A. Occupancy Hazard Al Determine percent of each occupancy hazard in the fire area. Occupancy Hazard Class Fire Area I Total Fire Area Percent of Fire Area Light Hazard 16415 SF 1 24,415 SF x 100 = 67.23 % Ordinary Hazard Grp 1 8000 SF I 24,415 SF x 100 = 32.77 % Ordinary Hazard Grp 2 (HPCS I & II) 0 SF_ I 24,415 SF x 100 = 0 Extra Hazard Grp 1 (HPCS III) 0 SF I 24,415 SF x 100 = 0 Extra Hazard Grp 2 (HPCS IV & HH) 0 SF / 24,415 SF x 100 = 0 % Total Must equal 100% 100 % A2 Calculated Fire Flow Occupancy Hazard Class Factor Fire Area Fire Flow Bldg Fire Flow Light Hazard 0.75 x 67.23 % x 4250 GPM = 2143 GPM Ordinary Hazard Grp 1 0.85 x 32.77 % x 4250 GPM = 1184 GPM Ordinary Hazard Grp 2 1 x 0 % x 4250 GPM = 0 GPM Extra Hazard Grp 1 1.15 x 0 % x 4250 GPM = 0 GPM Extra Hazard Grp 2 1.25 x 0 % x 4250 GPM = 0 GPM A3 Required Fire Flow with Occupancy Hazard Adjustment 3327 GPM B. Minimum Number of Fire Hydrants Required Required Fire Flow 3327 = 3 No. of Hydrants Required C. Reduction of Fire Flow - Reductions are based on the following: Cl - Reduced by 25%for a NFPA 72 Fire Alarm System (multiply by .75) C2 - Reduced by 75% for NFPA 13 Automatic Sprinklers (multiply by .25) D. Required Fire Flow D1 - Fire Flow 3327 GPM X 0.75 = 2495 GPM(Max. 3000-Min. 1500 gpm) E. Available Fire Flow to the Building Test Results: 8718 GPM Manually enter available fire flow here. Please attach documentation of the flow test that was made. It shall include date, time, location of static/residual and flow hydrants, and the tester's name, phone number and address. Revised:9/07 Dave & Buster's Fire Service Worksheet for Pressure Pipe Project Description Project File p:lmacerich company1033928 1design\calculations\d&b.fm2 Worksheet Dave& Buster's Fire Service Flow Element Pressure Pipe Method Hazen-Williams Formula Solve For Pressure at 2 Input Data Pressure at 1 75.00 psi Elevation at 1 88.00 ft Elevation at 2 87.00 ft Length 148.00 ft C Coefficient 113.0 Diameter 8.00 in Discharge 2,495.0 gal/min Results Pressure at 2 67.17 psi -- c Pse 132 act/ = 6-7,/7 es/ Headloss 19.06 ft Energy Grade at 1 264.93 ft Energy Grade at 2 245.87 ft Hydraulic Grade at 1 260.99 ft Hydraulic Grade at 2 241.93 ft Flow Area 0.35 ft2 Wetted Perimeter 2.09 ft Velocity 15.93 ft/s Velocity Head 3.94 ft Friction Slope 0.128782 ft/ft 01/12/10 FlowMaster v5.13 11:37:29 AM Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 (203)755-1666 Page 1 of 1 Dan Nelson From: Dalby, John K. [John.Dalby©tvfr.comj Sent: Thursday, January 28, 2010 1:41 PM To: Berry, Brady Cc: O'Connor, Sean; Beason, Rick; Dan Nelson; Mark VanDomelen Subject: RE: Washington Square Dave & Buster's Since the building will have automatic sprinkler protection,two fire hydrants would be fine so long as they are within the required 600 feet as we lay hose (not as the crow flies). However, the FDC must be located within 100 feet of one of the compliant fire hydrants. BOTH appliances must be on the same side of the street, drive aisle, etc. The submitted fire flow demand calculations utilized the NFPA 72 Fire Alarm System reduction modifier(.75) thus requiring 2495 GPM. Using the NFPA 13 Automatic Sprinklers reduction modifier(.25)only requires the minimum 1500 gallons per minute of fire flow at 20 psi residual pressure. john 5C.Daftly., Deputy Fire Marshal II Tualatin Valley Fire & Rescue, North Division 14480 SW Jenkins Road Beaverton, OR 97005-1152 503-356-4723 From: Berry, Brady [mailto:BBerry@whpacific.com] Sent: Friday, January 22, 2010 9:29 AM To: Dalby, John K. Cc: O'Connor, Sean; Beason, Rick Subject: Washington Square Dave & Buster's John, We are working on permitting for the Dave & Buster's restaurant at the Washington Square Fringe property to the West of the Existing TGI Friday's building.The fire flow worksheet indicates the need for three hydrants. We originally placed 2 hydrants during the preliminary engineering and then added the third after the Architect team provided the fire flow worksheet. Please let me know which alternative you think is most appropriate and let me know your thoughts on the hydrant, FDC placement for the facility. Thanks for your help. Brady Berry, PE (OR, WA) Senior Project Manager WHPacifc 9755 SW Barnes Rd, Ste 300 I Portland.OR 97225 o 503.372.3601 I M 971,235.3824 I F 503.526.0775 Enhancing communities through creative, exceptional service 1 9755 SW Barnes Road,Ste 300 W HPdCifiC Portland Oregon,97225 Te!(503)626-0455;Fax(503)526-0775 Memorandum RECEIVED DEC 2.4 2009 To: City of Tigard CITY OF TIGARD From: Brady Berry, P.E. BUILDING DIVISION Date: December 24,2009 Re: WA SQ DAVE& BUSTER'S PAD DEVELOPMENT PERMIT SUBMITTAL The design and development team for the Dave&Buster's at the Washington Square Too Fringe property understand that we submit the plans for permit review prior to SDR approval and will take full responsibility for revisions required by subsequent conditions of approval. We appreciate the City accepting these plans for initial review prior to the SDR approval and understand that no permits can be issued prior to SDR approval. If questions arise during review please contact me at 503-372-3601. • P:\Macerich Company\0339281ManagementCorrespondence\Letter\City of Tigard Memo 12-24-09.doc Commercial Application Checklist HECKBOX ❑ ❑Bard RFrPIVED 13125 SW Hall Blvd.,Tigard,OR 97223 Phone: 503.639.4171,Fax: 503.598.1960 TI C;n K D DEC 2 4 2009 Internet address:www.tigard-or.gov pp PROJECT INFORMATION Project name: DA✓Lr �LV57i rIS PAO evtl Pint-A?' Date: /2/Z3/09 Address: ljhsp,i,,istot/ __51,44( Too _ City: 7744K° State: C2 ZIP: Scope of work: c At/4:pcN 6YZ O,, , t/ru/ s AA pav,N�- ,c;,e r"'en Delia in /T Reference no.: Map and tax-lot no.: Contact person name: &.4.0,-/ g,,La y Company: Gti//P / Phone: f23 - .3a2-360 / Fax: 5713 -S-26 0?7S Cellular phone: 7/ _ 3 S_ 2'/ E-mail: b �,,, , t,vA ,ri ; Corv) 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 project submitted. PRE-SUBMITTAL PROCESS An applicant may request a pre-submittal meeting with representatives of the jurisdiction in which the project will be built. The meeting may take place during the conceptual, schematic, or in-progress phase, or when the applicant has completed plans. INDEX OF CHECKLIST SECTIONS 1.0 General project data Page 2 7.0 Mechanical data(Types I and II 2.0 Civil data Page 2 kitchen-hood permits) Page 6 3.0 Architectural data Page 3 8.0 Plumbing data Page 7 4.0 Structural data Page 4 9.0 Electrical data Page 8 5.0 Mechanical data(new construction, tenant 10.0 Fire-suppression data Page 9 improvement, gas-piping permits) Page 5 11.0 Fire-detection and fire-alarm data Page 9 6.0 Mechanical data(additional or replacement 12.0 Re-roof installation data Page 10 rooftop-equipment installation permits) Page 6 13.0 Jurisdictional requirements Page 10 This checklist is for building department jurisdictions in Clackamas,Multnomah, and Washington counties. 440-2734(8/01/WEB/COM) I:\Building\Forms\COM-Checldist.doc 11/17/09 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 LS 1.2 ® Required Cover sheet title block CS 1.3 ® Required Cover sheet vicinity map CS 1.4 ® Required Cover sheet plan index 1.5 ❑ P ® NA Code summary 1.6 ❑ P ® NA Deferred submittal summary 1.7 P ❑ NA Professional stamp and signature AtL 5xWi 3 1.8 ❑ P NI NA Fire and life-safety plan 1.9 'g P ❑ NA Landscape plan =0 ,0 1.10 [2 P ❑ NA Landscape specifications Supporting documents Notes 1.20 ❑ P ❑ NA Land-use or planning actions /.< Piic t t3s 1.21 ❑ ❑ OA Required fire-flow calculations Per-eat-0,Sotomn-rPk. 1.22 Ell' r 'I/ A Fire-hydrant flow-test report 1.23 ❑ P NA Fire department or fire district building survey report 1.24 ❑ P RI NA Material safety data sheets (MSDS) SECTION 2.0 — CIVIL DATA Construction documents Location(sheet number or spec section) 2.1 ® Required Site plan C .0 2.2 ® Required Site utility plan C .0 SC./• I 2.3 ® Required Grading plan G3.0 2.4 ® Required Erosion-control plan (3. c) 2.5 P ❑ NA Utility-vault location and details C y 1 Supporting documents Notes 2.20 ix P ❑ NA Geotechnical/soil engineer report 2.21 IR P El NA Storm-water calculations 2.22 ❑ P NA Site retaining-wall structural calculations 2.23 ❑ P Rf NA "Assurance of Compliance"with environmental rules .... 440-2734(8/01/WEB/COM) Tri-County Commercial Application Checklist 2 For use in building department jurisdictions in Clackamas,Multnomah, and Washington Counties I:\Building\Forms\COM-Checklist.doc SECTION 3.0 — ARCHITECTURAL DATA Construction documents Location(sheet number or spec section) 3.1 ® Required Floor plan(s) !'triek7 T 04/€r 3.2 (Si Required Transverse and longitudinal cross sections 3.3 ® Required OSSC Chapter 11 accessibility requirements 3.4 ❑ P Ej NA Interior elevations 3.5 ❑ P NA Exterior elevations 3.6 ❑ P rSt NA Roof plans 3.7 ❑ P NI, NA . Exterior wall sections and details 3.8 ❑ P RI NA Reflected ceiling plan(s) • 3.9 ❑ P E4 NA Fire-rated construction details 3.10 ❑ P g NA Energy code compliant construction details and specifications 3.11 ❑ P sst NA Door schedule 3.12 ❑ P .R NA Glazing schedule 3.13 ❑ P NA Furniture plan Supporting documents Notes 3.20 ❑ P 10 NA Energy code compliance forms/calculations 3.21 ❑ P ig NA Material safety data sheets (MSDS) 3.22 ❑ P W' NA Hazardous materials inventory statement(HMIS) 3.23 ❑ P g 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 g 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:\Bui lding\Forms\COM-Checklist.doc SECTION 4.0 — STRUCTURAL DATA Construction documents Location(sheet number or spec section) 4.1 Z Required Structural cover sheet Sar pA2f?i i1 oNCY 4.2 ❑ P ' NA Foundation plan 4.3 ❑ P E' NA Under-slab mechanical plan 4.4 ❑ P V] NA Under-slab electrical plan 4.5 ❑ P cs NA Under-slab plumbing plan 4.6 ❑ P V] NA Floor framing plan 4.7 ❑ P ® NA Roof framing plan 4.8 ❑ P IA NA Structural elevations 4.9 ❑ P 531 NA Structural details and cross sections 4.10 ❑ P 13- NA Standpipe information 4.11 ❑ P IX NA Special inspector/structural observation matrix Supporting documents Notes 4.20 ❑ P 51 NA Geotechnical/soil engineer report 4.21 ❑ P 0 NA Site-specific seismic hazard report 4.22 ❑ P ® NA Design narrative 4.23 ❑ P [I NA Structural calculations 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:\Bui lding\Forms\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 s re" parr 0rt/t y 5.2 ® Required Equipment schedule 5.3 ❑ P NA Site plan 5.4 ❑ P Er NA Under-slab mechanical plan 5.5 ❑ P [' NA Roof plan 5.6 ❑ P a NA Fuel gas piping plan 5.7 ❑ P [f NA HVAC equipment and duct plan(s) 5.8 ❑ P Et/NA Roof access details 5.9 ❑ P Er NA Duct smoke detector plans 5.10 ❑ P Er NA Fire/smoke damper locations 5.11 ❑ P [i NA Smoke control plan 5.12 ❑ P ❑ NA Outside air(OSA) table 5.13 ❑ P (' NA Refrigeration equipment and piping plan 5.14 ❑ P Ei NA Kitchen equipment plan 5.15 ❑ P E 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 a NA Process piping/product and/or exhaust-conveying duct plan 5.18 ❑ P p NA Fire-rated construction details 5.19 ❑ P [' NA Equipment hanger/fastener details Supporting documents Notes 5.20 ® Required Structural calculations for vertical loads and lateral loads for equipment weighing over 400 pounds Si t'tfli1i7 ONL'f 5.21 ❑ P 2 NA Equipment manufacturers' catalog"cut sheets" or specifications 5.22 ❑ P p NA Outside air(OSA) calculations 5.23 ❑ P ❑ NA Smoke-control calculations 5.24 ❑ P g NA Combustion air calculations 5.25 ❑ P 2 NA Fuel gas piping sizing calculations 5.26 ❑ P LI NA Make-up air calculations 5.27 ❑ P NA Energy code compliance forms 5.28 ❑ P LI 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 s\Building\Forms\COM-Checkli st.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 ter- tota1/4, c) Cy 6.2 ❑ P El/NA Roof framing plan 6.3 LI P [a' 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 [y NA Equipment manufacturers' catalog"cut sheets" or specifications 6.22 ❑ P [E' NA Fuel gas piping sizing calculations 6.23 ❑ P [L-NA Energy code compliance forms SECTION 7.0 — MECHANICAL ECHANICAL DATA (T s e I and T se II kitchen hood I ermits) Construction documents Location(sheet number or spec section) 7.1 ® Required Site plan ,;(TG pt rat 7.2 ® Required Floor plan(s) 7.3 ® Required Kitchen equipment plan 7.4 ® Required Kitchen equipment and hood elevations 7.5 ❑ P [T NA Roof plan 7.6 ❑ P [Q' NA Cross sections through hoods, ducts and shafts 7.7 ❑ P fg NA Fire-rated construction details 7.8 ❑ P 13/NA Fire suppression details Supporting documents Notes 7.20 Z Required Structural calculations for vertical loads and lateral loads for equipment weighing over 400 pounds 5177 Pt-a1Yl Pt ov 7.21 ® Required Make-up air calculations 7.22 ❑ P NA Equipment manufacturers' catalog"cut sheets" or specifications 7.23 ❑ P 2 NA Hood/grease extractor listing documentation 7.24 ❑ P VI NA Hood/grease duct sizing calculations 7.25 ❑ P a 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 1:\Building\Forms\COM-Checklist.doc SECTION 8.0— PLUMBING DATA Construction documents Location(sheet number or spec section) 8.1 ® Required Floor plan(s) St7t pt-12.0 er (1 8.2 ® Required Piping and material schedule 8.3 ® Required Equipment layout plan 8.4 ® Required Fixture schedule 8.5 ❑ P [D NA Site utility plan 8.6 ❑ P L' NA Building cross section 8.7 El P R NA Rise diagram 8.8 ❑ P 2 NA Roof plan 8.9 ❑ P M NA Back flow prevention location 8.10 ❑ P 0 NA Irrigation plan 8.11 ❑ P © NA Fire-rated construction details 8.12 ❑ P Ell NA Under-slab plumbing plan Supporting documents Notes 8.20 ® Required Structural calculations for vertical loads and lateral �� loads for equipment weighing over 400 pounds 8.21 [I] P LK NA Equipment manufacturers' catalog"cut sheets" or specifications 8.22 P ❑ NA Utility maintenance agreements j ji o Sc-ixt�l -t 8.23 ["P ❑ NA Water supply calculations 8.24 VP El NA Sanitary system calculations 8.25 2'P ❑ NA Irrigation demand calculations LI.0 8.26 E "P ❑ 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\Forms\COM-Checklist.doc SECTION 9.0— ELECTRICAL DATA Construction documents Location(sheet number or spec section) 9.1 ® Required No. of sets of plans: 2 5"rt P tii i cJ c -t 9.2 ® Required Floor plan(s) 9.3 ® Required Electrical load calculations 9.4 ® Required One line diagram 9.5 ® Required Feeder riser diagram 9.6 ® Required Available fault current information 9.7 ® Requir d Panel schedule(s) 9.8 ❑ P M" NA Site electrical plan 9.9 El P E t NA Fire-rated construction details 9.10 El P ❑r NA Lighting plan 9.11 ❑ P Q NA Emergency power system and emergency lighting plan 9.12 ❑ P ❑' NA Under-slab electrical plan Supporting documents Notes 9.20 ® Required Structural calculations for vertical loads and lateral loads for equipment weighing over 400 pounds ' tti ptntnl7 °A.)Li 9.21 ❑ P 111 NA Energy code compliance forms and calculations for lighting 9.22 El P El NA Emergency power system specifications 9.23 ❑ P [l NA Feeder riser information 9.24 ❑ P NA Lighting equipment manufacturers' catalog "cut sheets"or specifications 440-2734(8/01/WEB/COM) Tri-County Commercial Application Checklist 8 For use in building department jurisdictions in Clackamas,Multnomah, and Washington Counties L\Bui lding\Fotms\COM-Checklist.doc SECTION 10.0- FIRE SUPPRESSION DATA Construction documents Location(sheet number or spec section) 10.1 ® Required Floor plan(s) 10.2 ® Required Sprinkler piping plan(s) 10.3 Qr P ❑ NA Site plan C-20 10.4 ❑ P ANA Standpipe information 10.5 Ig/P ❑ NA Back flow prevention information . C4 / 10.6 ❑ P R'NA Reflected ceiling plan(s) 10.7 ❑ P [ANA Transverse and longitudinal cross sections 10.8 ❑ P [jvNA Fire-rated construction details 10.9 ❑ P [VNA Specialty fire suppression system plans and list of systems Supporting documents Notes 10.20 Z Required Structural calculations for vertical loads and lateral loads for equipment weighing over 400 pounds 10.21 ® Required Equipment manufacturers' catalog"cut sheets" 10.22 ❑ P EI NA Hydraulic calculations 10.23 ❑ P 12"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) 11.2 ❑ P [r NA Site plan 11.3 El P g NA Reflected ceiling plan(s) 11.4 ❑ P Q NA Transverse and longitudinal cross sections 11.5 ❑ P [l NA Wiring schematic 11.6 ❑ P 0 NA Elevator recall information 11.7 ❑ P 2 NA Operational matrix 11.8 ❑ P ❑ NA Fire-rated construction details 11.9 ❑ P 2 NA Standard electrical notes Supporting documents Notes 11.20 ® Required Structural calculations for vertical loads and lateral loads for equipment weighing over 400 pounds 11.21 ® Required Equipment manufacturers' catalog"cut sheets" 11.22 ® Required Installer certification information 11.23 ❑ P [ij NA Battery calculations 11.24 El P NA Sample fire alarm log book 11.25 ❑ P 2 NA Emergency power system specifications 11.26 ❑ P NA Monitoring station information 11.27 El P L' 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:\Building\Forms\COM-Checldist.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 Stra Plx.«ur osity 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 YNA 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 g NA Structural calculations 12.25 ❑ P [WNA Structural engineer's report SECTION 13.0 — JURISDICTIONAL–SPECIFIC REQUIREMENTS Construction documents Item Location(sheet number or spec section) 13.1 ❑ P ❑ NA ❑ Required 13.2 ❑ P ❑ NA ❑ Required 13.3 ❑ P ❑ NA ❑ Required 13.4 ❑ P ❑ NA ❑ Required 13.5 ❑ P ❑ NA ❑ Required 13.6 ❑ P ❑ NA ❑ Required 13.7 ❑ P ❑ NA ❑ Required 13.8 ❑ P ❑ NA ❑ Required 13.9 ❑ P ❑ NA ❑ Required 13.10 ❑ P ❑ NA ❑ Required 440-2734(8/01/WEB/COM) Tri-County Commercial Application Checklist 10 For use in building department jurisdictions in Clackamas,Multnomah, and Washington Counties I:\Building\Forms\COM-Checklist.doc