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15-101315 er • •uilding - Multi FIN 416 amily Community&Econ.Dev.Services aServices Permit #: 15-101315-00-M F • 33325 8th Ave S Federal Way,WA 98003 Ph:(253)835-2607 Fax:(253)835-2609 Inspection Request Line: (253)835-3050 Project Name: PAVILION APARTMENTS BLDG 31 UNIT 204 Project Address: 1900 SW CAMPUS DR Bldg 31 Parcel Number: 182104 9012 Project Description: REP-Repair to roof framing and truss from tree damage Owner Applicant Contractor Lender FPA MULTIFAMILY BUILDING RESOURCES INC BUILDING RESOURCES INC OWNER IS LENDER 100 BUSH ST SUITE 1625 280 MORRIS AVE S SUITE 1 BUILDRI949BQ(12/31/15) SAN FRANCISCO CA 94104 RENTON WA 98057 280 MORRIS AVE S SUITE 1 RENTON WA 98057 Census Category: 434-Residential alt/add-no change in number of units Includes: #1 #2 #3 #4 Occupancy Class: Construction Type: Occupancy Load: Floor Area(sq.ft.) 0 0 0 0 Additional Permit Information Mechanical to be Included? No Number of Stories. 2 Permit for Building Shell Only? No Plumbing to be Included? No No Fixtures Associated With This Permit II CONDITIONS: In accordance with attached engineering 4, ^1D PERMIT EXPIRES Sunday, September 13, 2015 Permit Issued on Tuesday, March 17, 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: /,, / Date: /7 45_ FINAL-Et) • THIS CARD IS TO ON-SITE CITY OF Construction In ection Record Federal Way INSPECTION REQ TS: (253)835-3050 : 1900 SW DR Bldg 31 PERMIT#: 15-1 01315-00 MF Address: CAMPUS R d 9 Project: FPA MULTIFAMILY FEDERAL WAY, WA 98023 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. 0 SWM Precon Site Mtg(4400) 0 Initial Erosion Control(4365) -0 Footings/Setback(4110) Approved To be done prior to breaking ground Approved to place concrete By Date By Date By Date O Foundation Wall(4115) 0 Drainage/Downspout(4040) 0 Re-steel(4215) Approved to place concrete Approved to backfill Approved to place concrete or grout By Date By Date By Date SO Floor(4255) 13 Underfloor Framing(4285) CI Floor Sheathing(4105) Approved to place concrete Approved to sheath floor Approved to install flooring By Date By Date By Date . O Shear Walls(4245) El Roof Sheathing(4220) ,0 Fire/Draft Stops(4095) Approved to install siding Approved to install roofing Approved By Date By 194t-- Date 3 . 2 3. j' By Date O Interim Erosion Control(4370) .0 Framing(4120) Approved Prior to scheduling a Framing inspection; Approved to insulate Electrical,Plumbing&Mechanical Rough-in and By Date Fire/Draft Stop inspections must be signed-off and 1. Date 3 3 r By � approved. IBC 1093.4 Y pr El Insulation(4150) 0 Gypsum Wallboard Nailing(4130) ,0 Suspended Ceiling Grid(4265) Approved to install wallboard Approved to install mud&tape Approved to drop tile By Date By Date By Date . El Final-Fire Department(4060) r 0 Final Erosion Control(4375) El Final-Building(4050) Approved Approved Approved By Date By Date Date / Y Y �r y,_ �� - El Rough Electrical Final Electrical Right of Way Approved Approved Approved By Date By Date By Date f CITY C ,A. i PERMI' IPPLICATION Federal Way OWNED ti. MAR 17 2015 PERMIT NUMSER - f CJ 1 - TARGET DATE CITY OF FEDERAL WAY CDS SITE ADDRESS SUITE/UNIT# '900 slj 6670,"/1wg J,- /j41 , LJA- 7A)43-653-30b.31 (""•+ << PROJECT VALUATION ZONING ASSESSOR'S T CEL# q $ 3Si cx7O I 2 d I-- - f Q ( Z TYPE OF PERMIT BUILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION NAME OF PROJECT f)4 v',. E,, Id 6,,,l< PROJECT DESCRIPTION .Trh L t� I t}" C e 5wicJ' /�-pA.;/:� tJ ct/ut>Detailed description of work to b /,'" c 'c_ c &w.t be included on this permit only �J NAME q PRIMARY PHONE P R O P E R T Y OWNER Fps- "I 1' ',.A r'1' 5'/s- 9 - 3/OD MAILING ADD$ES C f S f-rut J ‘e--5' E-MAIL CITY STATE ZIP ex Nye Fretnc..'S co ) L 7`//V y PRONE a /lt ,E992- 6n,(�' gc,5.9Kr6� Inc,. , -4�S L•00 0-z. MAILING ADDRESS 0/402-?49 /4°'er''5 A-VC Si .5k,-k- / '1,1,7,:p b G 4 114,,',4G,cc:7,,A CONTRACTOR CITY, I S S FAX / f�A ?F J � Lies---A.,7`eV"-3 WA STATE C NT CTOR'S LICE E•,, EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE# i,, z - /9 ,7 ck II- 31 i/6.--0 NAME PRIMARY PHONE .>t O'4- APPLICANT MAILING ADDRESS EMAIL CITY STATE ZIP FAX NAME ` PRIMARY PHONE PROJECT CONTACT P4(-11? & )C±- z OC- -$-Z-c V-Z (The individual to receive and MAILING ADDRESS S respond to all correspondence Z$0 t 0✓✓,' Ave- �eA T` 1 h ���Gct �j f�Y�L,Cv concerning this application) C sT FAX PROJECT FINANCING NAME/rj,L,‘ , I f, T 1 ��5 /- L ❑ OWNER-FINANCED •Required value of$5,000 or more MAILING ADDRESS,CITY,STATE,ZIP PHONE (RCW 19.27.095) 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 where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the information sapplied talks city as a part of this application...- c. ciO4 t ki ©3. t3. / SIGNATURE: / / 7 DATE PRINT NAME: I x• ( I./9 I/O Bulletin#100-January 1,2013 Page 1 of 3 k:\Handoutaermit Application VALUE OF MECHANICAL WORK MECHANICAL PERMIT $ 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. AIR HANDLING UNITS FANS GAS PIPE OUTLETS OTHER(Describe) AIR CONDITIONER FIREPLACE INSERTS ' .'` I100DSICommetdal) BOILERS FURNACES * HOT*ATER TANKS pas) 4 COMPRESSORS GAS LOG SETS REFRIGERATION SYST DUCTING GAS PIPING WOODSTOVES VALUE OF PLUMBING WORK PLUMBING PERMIT t . ! r • Indicate.how many of each type of fixture td be installed or r11'ocated as part of this project. Do not include existing_fixtures 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) HOSE BIBBS SUMPS WASHING MACHINES TOTAL FIXTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS EXISTING/PREVIOUS USE LOT SIZE(In Square Feet) EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM? ❑Yes❑ No ❑Yes ❑ No RESIDENTIAL - NEW OR ADDITION AREA DESCRIPTION(in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE•*' S� �" r's 'z.� , a +fir t a ,� �.: 4 ��g:A W 'f '044' � „„•.,rs E q `C'x r."' ,+E 9' K � �.r_..bux.•.iii._a.....,���s,:�.,-.:.._..,,..._. '�.r,r.,....;...u....n,.zT-Za.,.... FIRST FLOOR(or Mobile Home) xy.43'`zaa'r-01: s'�c-;�4 fii ;� .€up ; _ COVERED ENTRY 4 t `3"'� k ':n %IN'�....a..e,.rs.`w,.rEr:.rsi :,m.ffi 5.,=,<.c•.uu xu....rs.azt,aresa;� <s°• GARAGE ❑ CARPORT ❑ Cx $ :ST h 74 ' aN.'''.� .me`..,.. '�..:.,,y ..md. vCrY� °fF ."'.pia" a' ,.. ¢ 4-041%, .�'�:7:.:kl" =MUG PROPOSED TOTAL Area Totals P.171.1".".,1:1" .1 1: .,..:1ti.,..�r.,�✓�."�,uL3,�.'i:').i," , ESTIMATED SELLING PRICE$ #OF BEDROOMS COMMERCIAL-NEW/ADDITION . Construction #of Ay dditional Information Occupancy Group(s) Stories � f4 NMI "yam.AREA DESCRIPTION p " rt� „r - f A ..zr:a ADDITION COMMERCIAL-REMODEL/TENANT IMPROVEMENTS AREA DESCRIPTION Area Occupancy Group(s) Construction #of Additional Information in S uare Feet a Stories ,�, � a.^egS�'S, izw s " . ^7"3 7 -:�F� '�" ...z"5r.v ..-, u C'k i` z" , fi' .4'z ?a 5'�JF'.� '..�q,"? t�.-<*.�®.s E E s37 '-�fr+. s � a�$,, •''�'t h ,Y,� ')'P.; er5 '.. z2„�. ,�? ,,.-/ � �� 1�b+X+t i4i"3.'eL-.vTS a. "`; ..'A.; '. '.5-, �,<..ra- TENANT AREA O NL Y. �4r.`'x:,,`` nt'^$' yl ✓* `3�G s f ,y y�,.I,+,., , x E f s s ice 4" , rx, , Bulletin#100—January 1,2013 Page 2 of 3 k:�iandouts\Pennit Application • DIBBLE ENGINEERS, INC. Memo Professional Structural Engineering Services DATE: March 13, 2015 JOB#: 15-095 TO: Phillip Boyd, Building Resources Inc. EMAIL: phillip@callbrinc.com CC: Robb Dibble P.E. FROM: Brian Loshbough PROJECT: Pavilion Apartments Tree Strike NO. OF PAGES (Including Cover): 4 COMMENTS: Dear Mr.Boyd, On March 10, 2015 Dibble Engineers Inc. (DEI) made a site visit to the Pavilion Apartments girl located at 1900 SE Campus Drive, Federal Way, WA 98023 to review structural damage to the - roof framing in unit 31-204. Building 31 is a 2 story wood framed multi family structure. The re purpose of this report is to identify the location and extent of the damage, and propose remediation options. The tree hit the roof framing over the deck in unit 204. The damage caused by the impact appears to be limited 3 common trusses, 2-3 over-framed rafters, a pony wall at the front face of the deck, and a bearing wall at the side of the deck. The attached partial framing plan identifies the approximate location of the structural damage. We recommend replacing the damaged trusses with built in place trusses per the attached detail SK-A and SK-B. The damaged rafters and walls should be replaced in like kind. Dibble Engineers review is limited to the areas accessible and readily visible. DEI did not conduct a comprehensive building analysis, for either vertical or lateral loads. Our review and discussion summary does not provide warranty either expressed or implied to the existing conditions or work completed subsequent to our visit. Dibble Engineers appreciates your business. Please contact us with any questions. -to 41 Sincerely, ���o�WAS/,,+ 'off DIBBLE ENGINEERS INC. 37445 Brian Loshbo gh, E.I.T. Project Manager SIONAL RECEI r *1011.010°. Attachments: Structural Drawings, Supporting Structural CalculatiottA R 17 2015 CITY OF FEDERAL ��yy 1029 Market Street Page 1 of 1 CDS4Z5-828-4200 Kirkland, WA 98033 F. 425-827-6131 • • riStvieJIK... ar No e C t Pd = 12015 Projects1095 Pavilion ion Apartments Tree Strike1Ca tculationslpavilion.ec6 Wood Beam ENERCALC,INC.1983-2015,Build:6.15.1.19,Ver:6.15.1.19 Lic.#: KW-06006102 Licensee: DIBBLE ENGINEERS INC. Description: Truss Top Chord CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 850 psi E:Modulus of Elasticity Load Combination ASCE 7-10 Fb-Compr 850 psi Ebend-xx 1300ksi Fc-Prll 1300 psi Eminbend-xx 470 ksi Wood Species : Hem Fir Fc-Perp 405 psi Wood Grade : No.2 Fv 150 psi Ft 525 psi Density 27.7pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D(0.03)Lr(0.04)S(0.05) i i i i i 2x8 Span=8.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.0150, Lr=0.020, S=0.0250 ksf, Tributary Width=2.0 ft DESIGN SUMMARY __----- -_-__ Design OK Maximum Bending Stress Ratio = 0.799 1 Maximum Shear Stress Ratio = 0.300 : 1 Section used for this span 2x6 Section used for this span 2x6 fb:Actual = 1,015.54 psi fv:Actual = 51.81 psi FB:Allowable = 1,270.75psi Fv:Allowable = 172.50 psi Load Combination +D+S+H Load Combination +D+5+1-1 Location of maximum on span = 4.000ft Location of maximum on span = 7.562ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.171 in Ratio= 559 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.274 in Ratio= 349 Max Upward Total Deflection 0.000 in Ratio= 0<180 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.320 0.320 Overall MINimum 0.072 0.072 +D+H 0.120 0.120 +D+L+H 0.120 0.120 +D+Lr+H 0.280 0.280 +D+S+H 0.320 0.320 +D+0.750Lr+0.750L+H 0.240 0.240 +0+0.750L+0.750S+11 0.270 0.270 +D+0.60W+11 0.120 0.120 +D+0.70E+H 0.120 0.120 +040.750Lr+0.750L+0.450W+H 0.240 0.240 +D+0.750L+0.750S+0.450W+H 0.270 0.270 +0+0.750L+0.750S+0.5250E+H 0.270 0.270 • • Wood Beam File=j:12015 Projects115-095 Pavilion Apartments Tree Strike\Calculationslpavilion.ec6 ENERCALC,INC.1983-2015,Build:6.15.1.19,Ver:6.15.1.19 Lic.#: KW-06006102 Licensee: DIBBLE ENGINEERS INC. 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