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16-101237I Ll -t= City of Federal Way Community Development Dept. 33325 8th Ave S Federal Way, WA 98003 Ph: (253) 835-2607 Fax: (253) 835-2609 f s Building - Commercial Permit #:16 -101237 -00 -CO Inspection Request Line: (253) 835-3050 Project Name: NWCC CENTER PLAZA LLC Project Address: 3JA4'S 320TH ST Parcel Number: 092104 9271 Project Description: ?_ Construct 1,000 square foot addition to existing 2,000 square foot building to accomodate a new restaurant. Plumbing and mechanical on separate permits. THIS IS A SHELL PERMIT ONLY Owner Applicant Contractor Lender NWCC CENTER PLAZA LLC JOE DONAHOUD D G P S R CONSTRUCTION LLC OWNER IS LENDER 1402 E PIKE ST ARCHITECTS 1402 E PIKE ST 0 SEATTLE WA 98122 8383 158TH AVE NE SUITE 380 SEATTLE WA 98122 0 Mechanical Work Valuation?.................................1 REDMOND WA 98072 Number of Stories................................................... I Census Category: 437 - Commercial alt / add / conversion Includes: #1 #2 #3 #4 Occupancy Class: Construction Type: Occupancy Load: Floor Area (sq. ft.) 1 0.00 0.00 0.00 0.00 Additional Permit Information New / Additional Sq. Feet - 1st Floor ..................... 1000.00 New / Additional Sq. Feet - 2nd Floor.................:.. 0 New / Additional Sq. Feet - 3rd Floor ..................... 0 New / Additional Sq. Feet - Basement.................... 0 New / Additional Sq. Feet - Deck .......................... 0 New / Additional Sq. Feet - Garage........................ 0 Mechanical to be Included? ..................................... No Plumbing Work Valuation?..................................... 0 Mechanical Work Valuation?.................................1 0 Number of Stories................................................... I New / Additional Sq. Feet - Other ........................... 0 Is this an Online or O.T.C. application?.................. No Permit for Building Shell Only? .............................. Yes Plumbing to be Included? ........................................ No New / Additional Sq. Feet - Total ........................... 1000 Comprehensive Plan Designation........................... City Center Core Zoning Designation ................................................. ............................. CC -C Total Valuation: 131,990.00 CONDITIONS: 1. Prior to any construction activities, call the Public Works Construction Inspector at (253) 835-2734 to schedule an on-site erosion control pre -construction meeting. Three (3) days advance notice is required to schedule the pre -con. 2. Catch basin and perimeter protection shall be installed prior to any demolition or construction activities. ,3.4rior to Final Building Inspection, the applicant shall provide documentation for the reduced number of parking spaces pursuant to FWRC 19.130.020(3). Prior to Final Building Inspection , the owner shall dedicate Meet of property for Right of Way along the 21st Ave S frontage. R, O,I -e\ t . PERMIT EXPIRES Sunday, 25 June, 2017 Permit Issued on Tuesday, December 27, 2016 r 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 Washing n and the City of Federal Way. �a Owner or agent: � Date: 1T V INSPECTOR ,�REI-k AND TYPE OF INSPECTION t6 a,Aq jhir5 � l 3 /o o d c-� `4)1 I FKA vie. q �rigw►6v- ,C � J`�g ! 7 r4rJ ,, „Aol 54-t- A w alts ole D �5 " ' a4 ,g o� crrr CW Federal Way PERMIT #: Project: THIS CARD IS TO REMAIN ON-SITE Construction Inspection Record INSPECTION REQUESTS: (253) 835-3050 16 101237 00 Address: 2104 S 320TH ST NWCC CENTER PLAZA LLC FEDERAL WAY WA 98003-5416 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. Initial Erosion Control (4365) ® Footings/Setback (4110) Foundation Wall (4115) To be done PRIOR to breaking ground Approved to place concrete SCS Approved to place concrete By Date By Date 2,O By Date ® Drainage/Downspout (4040) ® Re -steel (4215) ® Slab/Concrete Floor (4255) Approved to backfill Approved to place concrete or grout Approved to place concrete By Date By Date By VS Date Y ® Underfloor Framing (4285) ® Floor Sheathing (4105) ® Shear Walls (4245) Approved to sheath floor Approved to install flooring Approved to install siding By Date By Date By *hJ Date q15111 Prior to scheduling a Framing inspection; 13 Framing (4120) ® Insulation (4150) Electrical, Plumbing & Mechanical Rough in Approved to insulate Approved to install wallboard and Fire/Draft Stop inspections must be signed - off and approved. IBC 109.3.4 By Date6*1 7 By AJ Date 15 Roof Sheathing (4220) 11 Fire/Draft Stops (4095) 17 Interim Erosion Control (4370) Approved to install roofing Approved I Approved By Date By Date IWI­77 By Date Prior to scheduling a Framing inspection; 13 Framing (4120) ® Insulation (4150) Electrical, Plumbing & Mechanical Rough in Approved to insulate Approved to install wallboard and Fire/Draft Stop inspections must be signed - off and approved. IBC 109.3.4 By Date6*1 7 By AJ Date 15 Gypsum Wallboard Nailing (4130) 1G Suspended Ceiling Grid (4265) 17 Final - S K F & R (4060) Approved to install mud & tape Approved to drop tile Approved By Date By Date By Date 113 Final - Planning ® Final - Public Works (4080) ® Final Erosion Control (4375) Approved Approved Approved By Date By Date By Date 21 Final - Building (4050) Approved By Date > Rough Electrical Final Electrical Right of Way Approved Approved Approved By Date By Date By Date QUANTUM i CONSULTING ENGINEERS PROJECT MEMO RATE: 8/25/2017 TO: FROM: Mark McDonald John Riley, P.E., S.E. Northwest Capital RE: MOD Pizza Building 2104 S. 320'b St., Federal Way Permit #16-101237 Framing Inspection Comment There are (3) V diameter through bolts attaching a steel kerf plate to the glu-lam beams at the canopies, as depicted in Detail I/S4.4. The steel kerf plate located at the beam centerline and the through bolts are acceptable as installed and in conformance with the structural drawings and steel shop drawings (Canopy #6; C13-601; kerf plate p601a) Let me know if you have any questions or need any additional information. Thanks, John Riley, S.E., P.E. Principal Quantum Consulting Engineers LLC 1511 Third Avenue, Suite 323 Seattle, WA 98101 T 206.957.3906 F 206.957.3901 www.quantumce.com 0 a963 G kt RAL' 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206,957.3900 FAX 206.957.3903 www.quantumce.com QUANTUM I CONSULTING ENGINEERS PROJECT MEMO DATE: 2/13/2017 TO: FROM: Mark McDonald John Riley, P.E., S.E. Northwest Capital RE: MOD Pizza Building, Federal Way Footing & Stem Walls Rebar Placement I have reviewed the Special Inspection Reports prepared by A.A.R. Testing Laboratory for reinforcing steel placement in concrete footings and perimeter foundation stem walls. Per the reports, the inspected reinforcing steel and epoxy anchor dowels is in conformance with our approved structural drawings. As Engineer -of -Record for this project, I find these special inspection reports acceptable to validate the adequate placement of reinforcing steel in the footings and foundation walls for this building. Thanks, John Riley, S.E., P.E. Principal Quantum Consulting Engineers LLC 1511 Third Avenue, Suite 323 Seattle, WA 98101 T 206.957.3906 F 206.957.3901 www.guantumce.com FILE 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com r QUANTUM DATE; 2/3/2017 ICONSULTING ENGINEERS PROJECT MEMO TO: FROM: Mark McDonald John Riley, P.E., S.E. Northwest Capital Corp. RE: MOD Pizza Building, Federal Way Roof Drain Pipes Through Stem Walls The concrete stem walls were inspected and the plumber has installed roof drain pipes penetrating through the concrete stern walls at three locations. The inspector has requested a letter from us approving the placement of these 4" diameter PVC pipes through the stem walls. We assume the three PVC pipes were installed horizontally and perpendicular to the concrete stem walls in accordance with Detail 6/S3.0. If so, then we have no structural concerns regarding this pipe penetrations condition. The foundation soils at these locations should not displace more than 1/4" to 1/2" under maximum design loading according to the geotechnical report. The worst thing that could happen would be for a crack to occur in the PVC pipe or at a nearby glued joint due to this downward deflection under future added loads. I assume these pipes will be connected to roof downspouts after the roof installation is complete, meaning that most downward deflection in the soils due to the building weight being added during construction will have occurred before the pipes are connected. This should therefore minimize, but not eliminate, the risk of any additional future downward foundation movement cracking the pipes or nearby rigid connections. While I can confirm the structural integrity of the foundations is acceptable with the drain pipes running through them, I cannot confirm the future integrity of the drain pipes themselves under possible downward displacement. This will need to be addressed by the installation plumber. Thanks, John Riley, S.E., P.E. Principal Quantum Consulting Engineers LLC 1511 Third Avenue, Suite 323 Seattle, WA 98101 T 206.957,3906 F 206.957.3901 WW W.guantumce.com 11 THIRD AVENUE TE 323 ITTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com )p CITY OF Federal Wa R. •' . �j* MAR 10 2016 Y crrY OF FEDERAL WAY CDS PERMIT PERMIT NUMBER 16 1 Z _ 1 0 1 0 PERMIT APPLICATION PERMIT CENTER + 33325 81h Avenue South + Federal Way, WA 98003-6325 253-835-2607 + FAX 253-835-2609 + permitcenter(acitvoffederalway.com T 1 G— I 0 l 23Co TARGET DATE SUMMER 2016 SITE ADDRESS SUITE/UNIT # 2104 S. 320TH STREET, FEDERAL WAY, WA 98003 PROJECT VALUATION ZONINGSESSOR'S TAX/PARCEL # $300,000 CC -C 7 0 9 2 1 0 4_ 9 2 7 1 TYPE OF PERMIT LJ BUILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION NAME OF PROJECT NWCC CENTER PLAZA MOD PIZZA PROPOSING TO EXPLAND THE (E) BANK BLDG. & CANOPY TO 3,000 SQ. FT. FOR A NEW RESTAURANT. PROJECT DESCRIPTION Detailed description of work to SITE IMPROVEMENTS & NEW PEDESTRIAN CONNECTION TO THE ADJACENT RETAIL BLDG IS PROPOSED. A PHASE II ADDITION IS PLANNED TO EXPAND THE (E) STARBUCKS BLDG. TO 2,000 SQ. FT. WITH be included on this permit only REVISED DRIVE-THRU & ADDITIONAL OUTDOOR PLAZA. NAME PRIMARY PHONE NWCC CENTER PLAZA LLC 206-423-3105 PROPERTY OWNER MAILING ADDRESS E-MAIL 1402 E. PIKE STREET ioannaCq-)_nwcc.us.com CITY STATE ZIP SEATTLE WA 98122 NAME PHONE PSR CONSTRUCTION LLC MAILING ADDRESS E-MAIL CONTRACTOR 1402 E. PIKE STREET CITY STATE ZIPFAX SEATTLE WA 98122 WA STATE CONTRACTOR'S LICENSE # EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE # TBD + / / TBD NAME .PRIMARY PHONE DDG ARCHITECTS, L.L.C. 425-285-9992 ext. 108 MAILING ADDRESS E-MAIL APPLICANT 8383 158TH AVE. NE ITE CITY STATE ZIP _Ioed@Lddgarchitects.com FAX REDMOND WA 98052 NAME PRIMARY PHONE PROJECT CONTACT DDG ARCHITECTS, L.L.C. 425-285-9992 ext.114 MAILING ADDRESS 8383 158TH AVE. NE, SUITE 380 E-MAIL hopel@ddgarchitects.com (The individual to receive and respond to all correspondence CITY STATE ZIP FAX concerning this application) REDMOND WA 98052 PROJECT FINANCING NAME NWCC CENTER PLAZA LLC ❑ OWNER -FINANCED When value is $5,000 or more (RCw19.27.095) MAILING ADDRESS, CITY, STATE, ZIP 1402 E. PIKE ST SEATTLE WA 98122 PHONE 206-423-3105 I certify under penalty of perjury that I 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 any person, including the undersigned, and filed against the city, but only wheresuch ciai arises out of the reliance of the city, including its officers and employees, upon the accuracy of the information supplied to th ity as apart of this application. SIGNATURE: DATE Al 114e PRINT NAME: 104L Oe"Aluu Bulletin #100 — January 29, 2016 Page 1 of 2 Ullandouts\Permit Application 0 0 PLUMBING PERMIT �,� �j✓1j�CJ �` WATER PURVEYOR VALUE OF MECHANICAL WORK MECHANICAL PERMIT t{ T a> LAKEHAVEN $ 4 to be installed or relocated as part of this project. Do not include existiggfixtures to remain. BATHTUBS (or Tub/Shower Combo) LAVS (Hand Sinks) Indicate how many of each type offwture to be installed or relocated as part of this project. Do not include existigg fixtures to remain. AIR HANDLING UNITS FANS GAS PIPE OUTLETS OTHER (Describe) AIR CONDITIONER FIREPLACE INSERTS HOODS (commercial) BOILERS FURNACES HOT WATER TANKS (Gas) COMPRESSORS GAS LOG SETS REFRIGERATION SYST DUCTING GAS PIPING WOODSTOVES PLUMBING PERMIT �,� �j✓1j�CJ �` WATER PURVEYOR VALUE OF PLUMBING WORK VALUE OF EXISTING IMPROVEMENTS N/A LAKEHAVEN LAKEHAVEN Indicate how many of each type offixture to be installed or relocated as part of this project. Do not include existiggfixtures to remain. BATHTUBS (or Tub/Shower Combo) LAVS (Hand Sinks) TOILETS WATER PIPING DISHWASHERS RAINWATER SYSTEMS URINALS OTHER (Describe) DRAINS SHOWERS VACUUM BREAKERS DRINKING FOUNTAINS SINKS (Kitchen/utility) WATER HEATERS (Electric) ADDITION HOSE BIBBS SUMPS WASHING MACHINES TOTAL FIXTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS N/A LAKEHAVEN LAKEHAVEN $ 300,000 EXISTING/PREVIOUS USE LOT SIZE (In Square Feet) EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM? ...•a .,. ..., .s,,;..: tai<; ,:. ❑ Yes V No ❑ Yes V No BANK 20,465 SQ. FT. COMMERCIAL - NEW/ADDITION AREA DESCRIPTION Area in Occupancy Group(s) Construction # of Additional Information S uare Feet pe Stories ...•a .,. ..., .s,,;..: tai<; ,:. a ''' „. �.. -'`'", .,: E ADDITION 3,000 SQ.FT. A-2 (ASSEMBLY) V -B 1 ZONE- CC -C COMMERCIAL - REMODEL/TENANT IMPROVEMENTS AREA DESCRIPTION Area In Occupancy Group(s) I Construction I # of Additional Information Spuare Feet Tvue Stories TENANT AREA ONLY Bulletin #100 — January 29, 2016 Page 2 of 2 k:\Handouts\Permit Application • August 16, 2016 Mr. Peter Lawrence, Plans Examiner City of Federal Way 33325 8th Avenue South Federal Way, WA 98003-6325 RE: File 416 -101237 -00 -CO — BUILDING DIVISION COMMENTS NWCC Center Plaza LLC; 2014 South 320`h Street, Federal Way Mr. Lawrence, 0 r. f AUG 16 2016 CITY OF FEDERAL WAY CDS I have submitted documents to the City to address an issue still remaining following our May 11 resubmittal. I have clarified in this latter that the Tenant has agreed to limit their design to a maximum of 99 occupants in the building. Below is my revised response in bold red type face. Any necessary revisions to the drawings are clouded and designated with a Delta 2 symbol. 10) The egress plan on page A-2.0 and the occupant loads presented in the plans are confusing. The occupant load factor for 3000 square feet is calculated with an occupant load factor of 15 for concentrated chairs and tables. Dividing 30 into 3000 would give you an occupant load of 100, not 99, which would then require the building to be sprinklered per 2012 IBC 903.2.1.2. The actual occupant load of 3000 square feet would be divided by an occupant load factor of 15 per table 1004.1.2, which would give you an occupant load of 200. It seems impossible to layout travel distances and provide an occupant load without having an accurate floor plan showing all the tables, chairs, kitchens, restrooms, etc. Please revise your plan to show an accurate floor plan and occupant load. The tenant has agreed to limit the Tenant Improvement Design to an Occupant load of 99 persons. We are showing that value as the Building Occupant Load, to be confirmed when the Mod Pizza documents are submitted for the necessary Tenant Improvement permits. Please contact me if you have questions or additional comments and/or concerns. Reg, i Joe Donahou, Architect DDG Architects 8383 158th Ave NE, Suite 380 Redmond, WA 98052 (425) 285-9992 x108 8383158 1h Ave. NE Suite 380 Redmond, WA 98052 Tel: (425) 285-9992 LrWDMG MM 48"x48" SCORE LME DOMES) THAN ]% IIB DEIECTPBLE RESERVED 7' AMG T -RE —1. —A INURED Ts WORDING PER HANDICAP CODE PANT BLUE BX ADE rBF. L 5.j If OR EDGE OFSIDEWALK DonahoaDesignGroup- ACUSSAB M I' 11A CENTERED ON HDCP. STALL _ 6'-0° Dib PER B -® DETECTABLE WARJMG P EL. YARIE6 1:12 IAX U. ETECTABLE WARNING j��ARBARRIER SIGNaEeiwwlNBmB BARRIER $1EMC—TIOINN IC5W-5-_ SECTION Q- STANDARD , SLOPE 4WAYIAINT- ® RE LANE RAMP TO ECCEED 5%. 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A-1. ---- - ------ . ----------------- ----- J-4 ---- --------------- - ---- ---- --------- ------------------------------- — _-SOUTH -320TH STREET -------- -------------------------------------------------------------------------- — ---------------------- --- -------------------- J, ------ DRTH CONGR£T£ CURB a LANDSCAPE & SCALE: PLAN SOA, __. O'^ W J) MW --------------- SITE PLAT IIAR 1 '115