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15-103435 -----"----- .71.1.....11111.11114...s.. ., . -' allir% City of Federal Way Building - Coni i ere«,} �` Community 8,Econ.Dev.Services xa4 333258th Ave S FILEPermit #: 15-103435-00-CO Federal Way,WA 98003 Ph:(253)835-2607 Fax: 53 2835-2609 ( ) inspection Request Line. +253) 835-3050 Project Name: PERFORMING ARTS & EVENT CENTER Project Address: 31510 PETE VON REICHBAUER WAY S Pcel Numb : Project Description: NEW- Construction of a 43,471 square foot,700-seat multipurpose perform nce 092104 9166 hal/conference center facility,includes plumbing and mechanical work. Owner Applicant Contras • CITY OF FEDERAL WAY WILL APPLETON Lender 33325 8TH AVE S CITY OF FEDERAL WAY GARCO CONSTRUCTION FEDERAL WAY WA 98003 33325 8TH AVE S GARCOCI928D5(3/25/16) FEDERAL WAY WA 98063 PO BOX 2946 • SPOKANE WA 99220 Census Category: 318 -New Amusement, Social and Recreational Building Includes: #2 11.2111 #4 Occupancy Class: mioniaminn Construction T .e: Type II-BMIT:Imi -■■■ Occu.ane Load: 1111111111111111111.1 Floor Area s.. ft. 45,400 0 0 0 - Additional Permit Information New/Additional Sq.Feet- 1st Floor 33175 Existing Sprinkler System in Building? No ew/Additional Sq.Feet-2nd Floor YesMechanical Number of Stories Included umbing f tbeo Iesluded 1 Permit for Building Shell Only? No Yes New/Additional Sq.Feet-Total Occupancy -Use Theater/Performance 43471 h n No FixturesKS,sociated With This Permit !! o &LSO CONDITIONS: 1)All retaining walls that are not part of the PAEC Building footprint will require a separate building il permit,i hick will require a separate submittal of construction documents for the retaining walls. 2)Prior to final certificate of occupancy,the applicant shall submit shared parking agreements to the Permit Center which establish a minimum of 30 available parking stalls at Town Square Park and a minimum of 80 available parking stalls at the site known as TCIII. _1 PERMIT EXPIRES Tuesday, April 26, 2016 Permit Issued on Thursday, October 29, 2015 I hereby certify that the above information is correct and that the construction on the above described property and the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington and the City of Federal Way. Owner or agent: 2 ,' Date: ir 7 PIIIIIPIIIIIIMIF.Illmillmmm"..mm-------, City Of Federal Way Certificate of Occupancy This Certificate issued pursuant to the requirements of Section t compliance with the1 various ordinances of the onal Building regulating ati g bde luild certifyingthat at the time of issuance, this structure was in comp construction or use. This certificate is valid ONLY when endorsed b Cit staff. Permit#: 15-103435-00-00 Tenant Name: PERFORMING NRTS &I& HBAUER WAY CENTERVENT Address: 31510 P #2 #3 #4 Includes: IIIIIIIIIII Occupancy Class: 1111111211111111 1111111.1111111.1111111111111 Construction T •e: Type II -B Occu•anc Load: IIIIIIIIIIIIIIIII0 Floor Area(sq. ft.) 45,400 Owner Name: CITY OF FEDERAL WAY Owner Address: 33325 8TH AVE S FEDERAL WAY WA 98003 E.:: . . _ 1`, _ -------)P_ Date '.uilding Official The priority focus in the review and inspection made by the City prior to issuance of this Certificate was on those matters which experience and has shownionmost sasoa fect ipossbhealth hin budgetary the generaltime time and personnel limitations), thec. Although the 'ty has made as City neither guarantees trnor reasonablyandiheownoras is ortoany ance with each and every ordinance warrants to the owner fthoccupantC or the State eof Washington affectiis ng thte construction strict or use of said structure or the land upon whicha t is itr regulationted. othe plty ia which it is situated. Such compliance is the responsibility of the owner and/or occupant of the premises. I t - - / • THIS CARD IS 'TO REMAIN ON-SITE . S " ,.r;. " . CITY ofConstruction Inspection Record Federal Way INSPECTION REQUESTS: (253) 835-3050 PERMIT#: 15-103435-00-CO Address: 31510 PETE VON REICHBAUER WA' Project: CITY OF FEDERAL WAY FEDERAL WAY, WA 98003-5457 Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD. Inspections are listed as close to sequential order as possible(read left to right,top to bottom). Please schedule inspections as appropriate. Work must not be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence. On-going inspections are logged on the back of this card. i Footings/Setback(4110) El Foundation Wall(4115) 0 Drainage/Downspout(4040) Approved to place concrete Approved to place concrete Approved to backfill I By Date By Date By Date Re-steel (4215) Plumbing Groundwork(4190) Slab/Concrete Floor(4255) ' Approved to place concrete or grout Approved to cover Approved to place concrete , El By Datey � � Date 9_ +_ By Date Underfloor Framing(4285) El Floor Sheathing(4105] ® Shear Walls(42-4(4 -45) Approved to sheath floor Approved to install flooring Approved to install siding } !3y Date By Date By Date ..i it-j- , I oof Sheathing(4220) ® Rough Plumbing(4230) 1 0 Mechanical Rough-in(4165) Approved to install roofing Approved Approved By Date By Date By Date CI Gas Piping 412Fire/Draft t le( ) Stops(409:0 Prior to schedulinga Framing inspection; Approved to release test Approved g p Electrical,Plumbing&Mechanical Rough-in and B` date By Date Fire/Draft Stop inspections must be signed-off and approved IBC18C109.3.4 ell Framing(4120) Insulation (4150) 1, , L-w 0 Gypsum Wallboard Nailing(4 ) i Approved to insulate Approved to install wallboard Approved to install mud&tape i By Date By Date By Date - _a rb Suspended Ceiling Grid (42 ❑ Final-SKF&R(4060) ` - ByFinal ]i la ttrtl>; - " " Approved to drop tile Date By Approved Approved By @ Date a- Date 1 Fina[-Public Works(4080) `® Final-Mechanical (4065) 1♦'ina!-Plumbing(4+) ) Approved Approved Approved tai -__ �_.. 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CC-F 092104 _ 9166 TYPE OF PERMIT IX BUILDING X PLUMBING1� �I MECHANICAL DEMOLITION 14 ENGINEERING jil() FIRE PREVENTION NAME OF PROJECT Federal Way Performing Arts & Events Center PROJECT DESCRIPTION A new building housing a multi-purpose performance hall and events Detailed description of work to facility. The hall will have 712 seats, a stage, a fly loft, an orchestra pit be included on this permit only and a catwalk system. The events facility will have two classroom/ meeting rooms that open to the building lobby. t-<-Ztiffd 11 y'dr'}. VaL l-f NAME PRIMARY PHONE PROPERTY OWNER City of Federal Way (253) 835-261-f,77/I MAILING ADDRESS E-MAIL 33325 8th Avenue South william.appleton@cityof federal way.com CITY STATE ZIP Federal Way WA 98003 NAME PHONE To be determined by bidding process MAILING ADDRESS E-MAIL CONTRACTOR CITY STATE ' ZIP FAX WA STATE CONTRACTOR'S LICENSE# EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE# / / NAME PRIMARY PHONE William Appleton, City of Federal Way (253) 835-2611d-7H APPLICANT MAILING ADDRESS E-MAIL 33325 8th Avenue South william.appleton@cityof federal way.com CITY STATE ZIP FAX Federal Way V\IA 98003 NAME PRIMARY PHONE PROJECT CONTACT Dean Clark, LMN Architects (206) 682-3460 (The individual to receive and MAILING ADDRESS E-MAIL respond to all correspondence 801 2nd Avenue, Suite 501 dclark@Imnarchitects.com concerning this application) CITY STATE I ZIP FAX Seattle WA 1 98104 (206) 343-9388 NAME PROJECT FINANCING El OWNER-FINANCED Required value of$5,000 or more MAILING ADDRESS,CITY,STATE,ZIP PHONE (RCW 19.27 0951 I certify under penalty of perjury that 7 am the property owner or authorized agent of the property owner. I certify that to the best of my knowledge, the information submitted in support of this permit application is true and correct. I certify that I will comply with all applicable City of Federal Way regulations pertaining to the work authorized by the issuance of a permit. I understand that the issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating construction or environmental laws. I further agree to hold harmless the City of Federal Way as to any claim(including costs,expenses, and attorneys'fees incurred in the investigation and defense of such claim), which may be made by arty person,including the undersigned, and filed against the city, but only where such claim ari e- out o'/the reliance of the city, including its officers and employees, upon the accuracy of the information supplied to the c' .- a p;, f this application. SIGNATURE: //iIL / DATE /f/y�� PRINT NAME: ._ ...u a ia. f / Bulletin#100—January I,2013 Page 1 (31'3 k:AHandouts\Permit Application I p , . • • VALUE OF MECHANICAL WORK MECHANICAL PERMIT $ 2,453,181 est. Indicate how many of each type of fixture to be installed or relocated as part of this project. Do not include existing fixtures to remain. 4 AIR HANDLING UNITS 2 FANS 1 GAS PIPE OUTLETS OTHER(Describe) 7 AIR CONDITIONER 0 FIREPLACE INSERTS 1 HOODS(comma daq 0 BOILERS 0 FURNACES 3 HOT WATER TANKS(Gas) 7 COMPRESSORS 0 GAS LOG SETS 2 REFRIGERATION SYST Yes DUCTING Yes GAS PIPING 0 WOODSTOVES VALUE OF PLUMBING WORK PLUMBING PERMIT $ 543,146 est. Indicate how many of each type of fixture to be installed or relocated as part of this project. Do not include existing fixtures to remain. 0 BATHTUBS(or Tub/Shower Combo) 18 LAVS(Hand Sulks) 30 TOILETS Yes WATER PIPING 1 DISHWASHERS 0 RAINWATER SYSTEMS 6 URINALS OTHER(Describe) 2 DRAINS 4 SHOWERS 0 VACUUM BREAKERS 6 DRINKING FOUNTAINS 9 SINKS(Koohen/UNllry( 0 WATER HEATERS(Electric) 5 HOSE BIBBS 7 SUMPS 2 WASHING MACHINES TOTAL FIXTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS No Lakehaven Utility Distr. Lakehaven Utility Distr. $ unknown EXISTING/PREVIOUS USE LOT SIZE(In Square Feet) EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM? Big box retail 168,140+/- ❑Yes X No X Yes ❑ No RESIDENTIAL - NEW OR ADDITION AREA DESCRIPTION(in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE BASEMENT FIRST FLOOR(or Mobile Home) SECOND FLOOR COVERED ENTRY DECK GARAGE ❑ CARPORT ❑ OTHER(describe) EXISTING PROPOSED TOTAL Area Totals , **NEW HOMES ONLY** ATED SELLING PRICE$ #OF BEDROOMS COMMERCIAL—NEW/ADDITION AREA DESCRIPTION Area Occupancy Grou s Construction #of in Square Feet P y P( ) Type Stories Additional Information NEW BUILDING 45,400 A-1, A-3, B, S-1 II-B 1 plus mezzanine ADDITION COMMERCIAL—REMODEL/TENANT IMPROVEMENTS Construction AREA DESCRIPTIONAreain Square Feet Occupancy Group(s) # of Additional Information Type Stories TOTAL BUILDING TENANT APi,.\ONLY PROJECT AREA ONLY Bulletin#100—January 1,2013 Page 2 of 3 k:AHandouts\Permit Application 1110111,11 Q ee Q o Q W 1 A.2S4 1 .i O riimull .9-R i I A-�tt A-bL .9-8 I A.,. I 4,W A-.44 I 1 „.:_:., ,_, . 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X do E I ilE `.1 I U I— v §111.1.1� p Y 11 (11) R17 § I i og © doaE OA w 6 �Ia►L■._ 4- I' !y,.`J. ,cy Z ya _ �, oo Y Mari MM S._ •,8 1�..'I� 6. io OSS a® D b I pii e. iia _.z _. ... ` -- .., _____r --- --1-----1-- —a �. ' - I- -----� 2 Z 0 •, F,3 W �. I W .$ ) 'Z'm ; I El 1iii 9ll a, <,,,„i 1I 1.101011 f N II, -I so 6 b ZItB Y = .& } • .*I.—;iti 1`i.sx,go• ,. n o '��I 1_i-�-3 -�1•-- \ Gr ,: 1 *' p 414/ S I \ ai n b CC s E: D. : -: Eagle Eye Consulting Engineers, PS West Coast Code Consultants Company 708 Broadway, Suite 105 Tacoma, WA 98402 hoyt@eece-wc3.com 206-356-7790 To: Scott Sproul Building Official City of Federal Way 33325 8`h Avenue South Federal Way, WA 98003-6325 Re: Federal Way Performing Arts & Events Center South 316`h St and 201h Ave South Federal Way, WA Federal Way Permit # 15-103435 EECE#: FED 15-01 -'EAGLE EYE "_.C:NSUL. ING ENGINEERS R Vvest Coast Cade Co Ss I t xtx Company FILE August 07, 2015 The above referenced project is in the process of plan review for compliance with Federal Way ordinances and applicable codes. The following comments, deficiencies/corrections must be addressed prior to completion of plans review and subsequent issuance of permits. Provide revised plans and calculations along with a written response to each of the items listed below to facilitate a shorter back -check time. A response to correction must be provided to the citv within 90 days of the date of this letter or the permit application may be cancelled without notice. SCOPE OF REVIEW The scope of this review is for the Structural, Ordinance, Mechanical, and Plumbing requirements of this project. The project was reviewed for compliance with the State of Washington Building Codes All features were checked only to the extent allowed by the submittals provided. All portions of this project are assumed to meet or will meet other departmental requirements, conditions and concerns before permit approval. • • EECE Project #:FED 15-01 Client Project #:15-103435 Page 2 of 16 STRUCTURAL COMMENTS General 1. All sheets are stamped but the engineer's signature is on none of the sheets. When resubmitting, please submit all sheets stamped and signed. 2. Please return the signed special inspections schedule when resubmitting. The inspection agency must be WABO approved, or specifically approved by the City of Federal Way Building Official. 3. Please sign and return the Geotechnical Inspections schedule and General Inspections schedule. 4. The log boring in the Geotechnical Report states it is a draft. Why is it a draft and not the final version? I used this, but a final one needs to be submitted before approval. 5. The geotechnical engineer states they should review the plans to make sure it is in accordance with their recommendations. When resubmitting, please submit a letter confirming the geotechnical engineer has reviewed the plans. See Sections 7.7 of Geotechnical Report 6. The roof snow load for City of Federal way is 25 psf. The design analysis states and uses 14 psf. Please revise analysis for the roof members. 7. The design analysis shows the 5 -foot wide footing will not support the design loads. Please modify accordingly. Page 4.4-14 Sheet C413 8. Please provide documentation, calculations and design details as needed in order to determine that the design of the detention vault has been designed: a. To receive surcharge loading from the adjacent performing arts building (PACC), and; b. To receive surcharge loading of Cars, Vans, emergency vehicles, stabilizer struts and other anticipated vehicle loads such as delivery trucks, and; c. With a lid designed to support loading identified in Item b, above. 9. Please provide shoring plans, calculations and details needed to show how the soil will be retained during placement of the vault. Provide means and methods regarding vault installation. EECE Project #:FED 15-01 Client Project #:15-103435 Page 3 of 16 Sheet A204 10. Please provide detailing of roof mechanical screen walls in order to document structural attachment and connection to the roof allowing continuation of roof drainage without dams. (IBC 1611 and 1503.4) Sheet 5003 is le°° 11. Design analysis Kbut that the concrete shear wall shall have concrete compression strength of 5 K he drawings state 4 KSI. Please modify the drawings accordingly. (Note it appears the analysis submitted uses 4 KSI but the concrete portion in the beginning of the analysis states the use of 5 KSI.) 12. Please add that the concrete column shall have a compressive strength of 4 KSI. This is what was used in the analysis of the concrete columns. Sheet 5004 13. Please update the roof snow load. It should be 25 psf as required by the City of Federal way, . 7r �'� and not 14 psf. �IrG(�.� 1'�ra�l,�r�sJ �Le 14. Please add to the general notes the WHS studs used for composite constructions shall be a special inspections requirement. This should be a special inspected item. J ESR --2856 Sheet 5200 C 'f 15. EOR, please clarify the reinforcement for the 10'x5' wide footing. Please include the depth also. Sheet S201 16. EOR, please provide sections on the foundation plan. Which detail shall be used where? Nothing is called out at this time. I did my best to cross reference the foundation details, but it is not completely clear what is to be used and where. 17. EOR, please provide the reinforcement for the 8' wide and 4' deep footing. 18. EOR, please provide a detail showing where the slab slopes down and how the reinforcement shall be placed. 19. EOR, please provide section cuts showing which detail shall be used on the foundations. In many places on the drawing there are no detail references.. Please add this when resubmitting. EECE Project #:FED 15-01 Client Project #:15-103435 Page 4 of 16 Sheet 5202 20. EOR, please clarify the member size where it states M at the perimeter of the opening in the floor.. This is called out in many places. For example, between Grid 7 and 5, Grid C through E, and between Grid B and C. 21. EOR, please clarify on the drawings the connections for the W 10x22 at the ends of the "Raker Truss". 22. EOR, please specify the size of the high and low beam noted on the plan to enable a capacity check. This is located between Grid 7 and Grid 8. 23. EOR, please clarify the connection of the wide flange beams at each end to the west of Grid L3. The drawings imply a moment connection is being proposed, but neither the size nor the detail is called out. Please provide analysis and details at these locations. 24. EOR, please specify the member size and connection for beam on Gridline C.S. Nothing is specified. 25. EOR, please clarify the support of the diagonal W16x31 and Grid 6 and Grid E. 26. EOR, please provide detail cuts showing how the wide flange beam is supported by the masonry wall. 27. EOR, please provide analysis of the masonry wall supporting the wide flange beams. I could not find this in the submitted analysis. Sheet 5203 28. Please clarify the size of the member stated as M. 29. EOR, please provide sections cut for the connections of the interior members support. It is not clear the support of the HSS hanger based on the drawings. Please clarify upon the response. 30. Please clarify how the "PL 3/8 is being connected. 31. EOR, please clarify the required connection of the steel deck noted on this sheet. 32. EOR, please clarify the size of the member darkened on Grid line R1. EECE Project #:FED 15-01 Client Project #:15-103435 Page 5 of 16 Sheet 5204 • 33. EOR, please clarify the size of the M members. 34. EOR, please clarify the framing around the opening in the spiral stairs. 35. Please provide framing members and connections around the "ACCESS HATCH" 36. EOR, please provide a detail at the interface of the C6x8.2 and C l Ox 15.3 37. I could not find on the A sheets the "ROPELINE RIGGIN WELL" connection details needed to check capacity. Please clarify where this information is located. 38. EOR, I could not find analysis for the moment connections of the stub beam. See detail 20 on sheet 5501. Please provide analysis to justify. 39. EOR, please provide analysis and details for the moment connection off the CMU wall along Gridline C. The moment connection is only for the wide flange girder. Sheet 5205 40. EOR, please clarify the size of the M members noted on this sheet. 41. EOR, please provide details for the connection of the members shown on this sheet. 42. EOR, please provide details at the end wall where there is a low W 10x22 and W24x55. It is not clear how this is being supported. 43. EOR, please add sections/detail cuts for the members shown on this sheet. Sheet 5301 44. Shear wall schedule: EOR, please adjust the text to enable me to read the reinforcement. The text is overwritten and it is not clear what the reinforcement is for mark V6. 45. EOR, please clarify where HX reinforcement is located. The drawings state "Varies. See typical reinforcement detail". EECE Project #:FED 15-01 Client Project #:15-103435 Page 6 of 16 Sheet S302 46. SW 10, SW6 and SW8: EOR, please clarify the reinforcement for the HX noted on the elevations. 47. SW6: EOR, please clarify the required reinforcement for the header beam. All that is called out is the horizontal reinforcement. 48. SW10 and SW6: Please clarify where Note 1 is located. All that is noted is "Joint See Note 1" but there is no Note 1. Sheet S303 49. This sheet appears incomplete. Please complete when resubmitting. Sheet S310 Brace frames No comment for this sheet at this time. Sheet S311 50. Detail 10: EOR, please indicate where the thickness of the baseplate is specified. All that is noted is "tbp". The base plate schedule does not have a mark "tbp" Sheet 5312 51. EOR, please clarify where the "tbp" size is located on the drawings. Sheet S313 52. Detail 7; EOR, there is no information on this detail. Please clarify when resubmitting. 53. Detail 13: EOR, please clarify the size of the bracing members. All that is noted is "BRACE TYP" Sheet 5404 54. Please complete the concrete beam schedule shown on this sheet. Sheet S413 55. EOR; please complete detail 15 beam schedule to enable a capacity check. 56. Detail 10: EOR, please complete the schedule. • Sheet 5420 EECE Project #:FED 15-01 Client Project #:15-103435 Page 7 of 16 • 57. Detail 15: EOR, please clarify where the marks are specified on the drawings. The schedule has 4 marks ranging from A to D. Sheet 5421 58. Detail 8: Please list this as a deferred submittal. The details state "per contractor design." Please add this when resubmitting. IBC 107.3.4.1 59. Detail 18: EOR, please complete the schedule for this detail. t Sheet S422 60. Detail 19: EOR, please clarify the embedment of the drilled in anchors at the concrete beam or slab. In some places it is noted to be 4," but in other places it is not specified. If they are all 4", please note this on the document. Sheet 5430 61. General Structural Notes: Please add to the drawings the brick veneer attachment and provide analysis. All that is noted is per chapter 21 of the IBC. Sheet 5431 62. Please add to the first sheet under the deferred submittal section the connections of the light gage metal studs. The drawings state "per contractor," but this must be stamped by a licensed design professional and reviewed by the City. Please modify accordingly. IBC 107.3.4.1 Sheet 5501 63. Detail 17: EOR, please specify the weld length required for the pipe brace to the kerf plate. Or note the length of kerf. There is no way to check this connection without this information. 64. Detail 20: EOR, please specify where the typical bearing on top of CMU is located to enable a complete review of this connection. 65. Detail 8: Please list the curtain wall as a deferred submittal. IBC 107.3.4.1 66. Detail 1, 2 and 3: Please specify the minimum amount the angle 3x3 shall extend on the vertical member to determine the length of the weld. EECE Project #:FED 15-01 Client Project #:15-103435 Page 8of16 Sheet 5510 • 67. Detail 4: EOR, please clarify where the reinforcement for the grade beam is specified. 68. Sections 20: EOR, please clarify where the analysis for the #5 @ 10" top is performed. I was unable to find this information in the submitted documents. It appears, based on the span and loading, that the reinforcement will not support the required design loads. Sheet 5520 69. Detail 20: It appears the detail is not complete. Please complete it and submit analysis for the "Raker truss." 70. Detail 10: Please provide analysis for this detail. I could not find this in the submitted material. Sheet 5521 71. Section 18: EOR, please provide sheet 5515. This was not included in the submitted plans. • EECE Project #:FED 15-01 Client Project #:15-103435 Page 9of16 ORDINANCE COMMENTS General 1] 72. Please provide a list of deferred submittal items and submittal of systems covered separately under separate permits. (IBC 107.3.4.1) 73. Please provide documentation justifying the designation of the building as (1) story with a mezzanine. (IBC 505.2) d. Specifically, provide calculations showing the area of the open room or space below (the space that the mezzanine is considered part of); and the square footage of the mezzanine. Specify these areas and associated square footages on the plans. Identify which compliance option is being used for compliance IE: Since the building is designated as Type II construction and will be sprinklered using a Type 13 system, specify if it is your intent to limit the mezzanine to one third of the room or space below, or is it your intention to install the alarm system specified in IBC 505.2.1(2)? Please include the compliance method on the plans in order to provide clear understanding of the method used to meet code. Account for and label all upper level spaces. If multiple main floor spaces have associated mezzanines, provide sufficient detail on the plans in order to note the square footage of the mezzanine and the square footage of the main room or space below. Note that only main floor spaces which are open to the mezzanine space may be included. Rooms on the main floor that can be enclosed may not be included in the main floor square footage. (IBC 505.2.1) Sheet G001 74. Please coordinate information on the plans in order to provide consistent information IE sheet G001 indicates that the height of the building will be 62 feet in height. However, sheet C000 specifies that the height of the building will be 63 feet in height. (IBC 107, and City Ordinance). 75. There appears to be inconstancy regarding finished floor elevations of the orchestra pit. Please clarify EECE Project #:FED 15-01 Client Project #:15-103435 Page 10 of 16 Sheet G002 76. Please provide occupant load of spaces as defined by code. Exit access components such as stairways, ramps, corridors, etc. together with bathrooms spaces are not spaces included in the determination of occupant loads. However, areas in rooms or spaces that are not egress components are required to be included in occupant load determination. Therefore the required egress width may be excluded from the area under consideration and the remainder of the area should be assigned an occupant load using the methods found in IBC Section 1004. Please revise sheet G002 and other sheets within the plans as needed in order to specify the occupant load of rooms, spaces, stories, mezzanines, and exit component capacities of the building code. (IBC 107.2.3 and 1004.1.2, and 1004.2 ex) 77. Please specify on the plans and include assembly rooms and spaces that will be provided occupant load signage meeting IBC Section 1004.3. 78. Please note the separation of uses on the main floor from those uses occurring on upper levels and specify fire -rated assemblies needed to provide complete separation where required by IBC Table 508.4 (IBC 508.4.4.1), or; identify the use as accessory use (IBC 508.2), or; incidental use (IBC 509) as appropriate. In addition,. f. If accessory use or incidental use method(s) are used, please provide calculations documenting the area limitations associated with these approaches. (IBC 508.2 IBC 509) g. Please update door schedules and other fire -rated opening protectives as needed in order to provide complete separation of uses and or incidental uses if this approach is used. (IBC 508.4.4.1 & IBC 509) h. Please specify the fire -rating of structural elements which support fire -rated horizontal assemblies. Include delineation of these horizontal floor ceiling assemblies and structural elements on the G sheet series.(IBC 711) 79. Please verify mechanical room separations and update the plans as appropriate Sheet C000 80. Please revise the Parking Criteria section on sheet C000 in order to include information regarding the number of car accessible and van accessible parking spaces. (ANSI A117.1) 81. Please specify on the plans the dimensions of van accessible parking spaces, barrier free car parking spaces and associated aisles serving van and car spaces. (ANSI A117.1) EECE Project #:FED 15-01 Client Project #:15-103435 Page 11 of 16 Sheet C001 82. Please update the drawing to reflect and reference the International Building Code (IBC) instead of referencing the Uniform Building Code (UBC) on Sheet C001, Section: Grading Notes, item #3. (IBC 107) Sheet C314 83. Please clarify where retaining wall Type A, detail 4, will be used. Is this wall a part of the building?, i.e., a part of the loading dock, or a separate structure? Sheet A100 84. Please denote the accessible route serving the exterior performing platform and audience viewing area located in the landscaped area. (ANSI A117.1) 85. Please specify the route leading from the exterior performing platform to essential services such as bathrooms (ANSI A117.1) 86. Please delineate the route of egress and accessible route of egress from the performing platform and audience areas. (ANSI A771.1 and IBC 1007) Sheet A201 87. Please provide documentation by providing dimensions showing that no dead end corridor condition exists greater than 20 feet in length, i.e., corridor section leading to door 124 on this sheet or on other G sheets. Also provide similar documentation for any similar corridor configurations. (IBC 1018.4) 88. Please provide interior and exterior window/glazing schedules. I could not locate this information on the submitted drawings. i. Provide U value and other energy code related information. 89. Specify locations of safety gazing such as classrooms 104 and 105 where gazing appears to be located adjacent to doors and within 60 inches of the floor. (IBC 2406) • EECE Project #:FED 15-01 Client Project #:15-103435 Page 12 of 16 90. Please provide fire rated separation meeting IBC Section 410 including the method used for smoke control. Please clarify the methods and assemblies used to provide compliance with: j. Stage Floor Construction (IBC 410.3. 1) Please specify the details used to document the stage floor finish. I . Platform construction and storage. (IBC 410.4) It is not entirely clear how the areas under the platform infills of the orchestra pit will be constructed used and protected. Please provide additional clarification. 1. Separation of dressing rooms, scene docks and other areas listed in IBC 410.5.2 appear to be called out on the G sheets. However, additional documentation is requested on Sheets A 201 and other sheets as needed. Wall/partition type callouts on A201 and ceiling separation are not clear regarding the extent and complete separation of these spaces. Sheet A202 91. Please provide interior window/glazing schedules as requested in the previous comments listed above, and in addition provide specifications for projection room openings. (IBC) 92. Please provide additional wall/partition type call outs; i.e., please complete call outs for the elevator shaft and review in order to provide additional wall call outs where needed. Sheet A2043 / 93. Please provide specification and product listing in order to verify that a Class B r/ roof will be installed per IBC Table 1505.1 Sheet A410 94. Provide insulation schedule, some information is included in the plans. However, it appears that additional information may be included in the specifications. This information, including R -value, flame and smoke generation information, is needed in order to provide a comprehensive review. Please provide information needed to assess thermal barrier protection of insulation materials and energy code review. (WSEC) Sheet A500 95. Please provide wall to floor detailing where sanitation fixtures require protection of the floor to wall surface. (IBC 1210.2. 1) EECE Project #:FED 15-01 Client Project #:15-103435 Page 13 of 16 Sheet A520 96. Please provide stair way rise, run and nosing detailing and dimensions in order to document compliance with IBC (1009.7) Sheet A521 97. Please provide additional documentation for details 17, 18, and 20 in order to specify the spacing between guardrail members, which shall not exceed 4" (IBC 1013) Sheet A600 98. Please document whether the fire -rated partitions presented on this sheet are considered fire -barrier walls, fire partition walls, shaft walls, etc. in order to clarify if full height walls are required. Please designate all fire -rated partitions on sheet A600 as bearing or non-bearing, as appropriate. This designation will allow confirmation of review and more expedient inspection of fire -rated assemblies. (IBC Chapter 7) 99. Please complete the assemblies shown on this sheet. They shall include the screw spacing, not just the reference to the UL Sheet A601 100. Please provide listing designations for fire -rated joint compounds shown on sheet A601. (IBC 715) . EECE Project #:FED 15-01 Client Project #:15-103435 Page 14 of 16 Sheet A610 101. Please complete the door schedule and resubmit in order to allow complete review. For example se spec section 08 7100 in the door schedule notes. This was not submitted with the documents. 102. Please provide glazing schedule, which was noted but not provided on sheet A610. Note that glazing in doors is required to meet hazardous location/safety glazing standards and, in the case of fire -rated doors, is also required to meet fire -rated assembly listings (IBC 716) 103. Door ST4C does not appear to be permitted to open into the enclosed interior exit stairway. Doors opening into exit enclosures are restricted to those doors servicing as required egress from normally occupied areas and doors providing egress from the enclosure. The roof access door does not provide egress from the enclosure and does not serve a space that is normally occupied. (IBC Section 1022.4) 104. Doors 002A, 213, ST213, ST2C ST2B open onto stairway 2 which has been specified on sheet G201 as an enclosed interior exit stairway. Therefore, please clarify that these doors will be fire -rated (45 minute) in order to comply with 1 hour enclosure requirements. Sheet A701 105. Provide details and listings of one hour fire rated ceiling assembly serving the exit passage way. (IBC 1022) Sheet E301 106. Please provide additional exit signage near Gridline 4 — E3.1 EECE Project #:FED 15-01 Client Project 4:15-103435 Page 15 of 16 MECHANICAL COMMENTS General: 107. Please provide a design of the smoke control system needed for auditorium seating. (IBC 1028) 108. Please provide support details for ducting, refrigeration and gas piping. (IMC) 109. Provide F&T ratings needed for penetrations of fire rated assemblies. (IBC Chapter 7) 110. Provide additional information regarding references to outdoor kitchen. Please provide plans and detailing. Ill. Please provide specification for the testing of grease hood. Provide a design of class one hoods including CFM and Make up air. Provide manufacturer's information listing and specifications. Please note that additional permits will be required for suppression systems. Sheet M002 112. Please provide clarification regarding the amount of outside air specified in the VRF schedule. Please include outside air or clarify that no outside air will be provided. Please list the amount of outside air in cfm. 113. Please specify that auto shut off of HVAC and Ventilation systems will be required to shut off serving systems greater than 2000 cfm (IMC XXX) Sheet M003 114. Please provide clarification regarding the HP and weights of unit heaters. Complete the table as needed. Sheet M004 ,i 115. Please update the code reference in order to reflect the 2012 codes. Sheet M005 116. Please update the code reference in order to reflect the 2012 codes. EECE Project #:FED 15-01 Client Project #:15-103435 Page 16 of 16 Sheet M501 117. Please specify the location of fire dampers where fire -rated assemblies are penetrated, such as the penetration of the two hour fire rated wall near Gridline C. ENERGY COMMENTS General 1. Energy compliance was reviewed. However, additional information is needed in order to evaluate compliance with envelope requirements. Insulation values are needed and may be included as a part of the specifications. Please provide insulation R Values, window and Door U values and detailing needed to complete review. 2. Energy compliance for mechanical systems was reviewed. However, additional information is needed which may be included in the specifications in order to confirm appropriate efficiency ratings and capabilities of mechanical equipment. Please provide additional information, please refer to the Washington State energy code for additional information. 3. Please provide motor efficiency ratings. This information was not included on the plans and may be found in the specifications. 4. Please coordinate control/switching of lights in order to take advantage of daylighting zones. Provide additional information regarding daylight sensor controls dimmer switching etc. as needed to comply with energy code requirements. Additional corrections may be required following receipt of corrections and additional information as requested. Your plans are being reviewed concurrently with the Building Department, Fire Department, Zoning Department and Public Works Engineering. Changes, clarifications or additional corrections may be required subsequent to the other department plan review when comments are received from the other concerned departments. Should you have any inquiries regarding this letter, please contact Hoyt Jeter at (206) 356- 7790 between 8:00 a.m. and 5:00 p.m. IM Hoyt Jeter, P.E. Northwest Regional Manager