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13-102161 ` • Willi' ding - Ccaltraetricial un &Federal w'y Permit #: 13-1021.61-00-Ca Community 8 Edon.Dev.Services 33325 8th Ave S y Federal way,WA 96003 ' E Inspection Request Line: (253)8354050 Ph:(253)835-2607 Fax:(253)835-2609 Project Name: GRACE CHURCH Project Address: 1232 SW DASH POINT RD Parcel Number: 515320 0625 Project Description: TI Remove interior load bearing wall in foyer of church Owner Applicant Contrctor Lender FEDERAL WAY NORTH GRIFFITH CONSTRUCTION GRIFFITH CONSTRUCTION PO BOX 24000 7417 MYERS RD E GRIFFC*072C5(7/28/13) FEDERAL WAY WA BONNEY LAKE WA 98391 7417 MYERS RD E 98093 BONNEY LAKE WA 98391 Census Category: 437-Commercial alt/add/conversion 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 1 Permit for Building Shell Only'? No Plumbing to be Included? No No Fixtures Associated With This Permit!! -fir CONDITIONS: Subject to field inspection with engineering attached PERMIT EXPIRES Monday, November 11, 2013 Permit Issued on Wednesday, May 15, 2013 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 _T- i Date: /°'/ns L.. X. THIS CARD IS TO MAIN ON-SITE , , .ryo :* ' Construction In ection Record Way INSPECTION REQ TS: (253)835-3050 ' PERMIT#: 13-102161-00-CO Address: 1232 SW DASH POINT RD Project: FEDERAL WAY NORTH FEDERAL WAY, WA 98023-8264 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. -❑ SWM Precon Site Mtg(4400) - 0 Initial Erosion Control(4365) El Footings/Setback(4110) Approved To be done prior to breaking ground Approved to place concrete By Date By Date By Date • , ♦ ♦ • , ❑ Re-steel(4215) ❑ Slab/Concrete Floor(4255) 0 Underfloor Framing(4285) Approved to place concrete or grout Approved to place concrete Approved to sheath floor By Date By Date By Date O Floor Sheathing(4105) 0 Fire/Draft Stops(4095) 0 Interim Erosion Control(4370) Approved to install flooring Approved Approved By Date By Date By Date • Prior to scheduling a Framing inspection; 0 Framing(4120) ❑ Insulation(4150) Electrical,Plumbing&Mechanical Rough-in and Approved to insulate Approved to install wallboard Fire/Draft Stop inspections must be signed-off and approved. IBC 109.3.4 By �. Date h -t% --0" By Date ❑Gypsum Wallboard Nailing(4130) ❑ Suspended Ceiling Grid(4265) 0 Final-Fire Department(4060) Approved to install mud&tape Approved to drop tile Approved By 0.,sa A Date R -1.4 _t7.3 By Date By Date O Final Erosion Control(4375) 0 Final-Building(4050) Approved Approved By Date 'By Date ,., ,„,d), , gv‘.--„ei,, W 1\ R..r.. 0_2‘,44 O Rough Electrical Final Electrical Right of Way Approved Approved Approved By Date By Date By Date OF PERMIT 1PPL&FATIPN Way r ffr--ih-1 ill Federal Wa �-l MAY 15 2013 v PERMIT NUMBER 1 _ 1 0 Z I & ( 0 CITY OF FEDERAL WAY _ - TARGET DATE CDS SITE ADDRESS SUITE/UNIT if Z3 a- Su) ism ?os PROJECT VALUATION ZONING ASSESSOR'S TAX/PARCEL# _ $ ,per, S i 5 , ? o - C� P ? 3 1 TYPE OF PERMIT %BUILDING ❑PLUMBING 0 MECHANICAL ❑DEMOLITION ❑ENGINEERING ❑FIRE PREVENTION NAME OF PROJECT 71\1C, . C P O(2v 0- KC PROJECT DESCRIPTION h oJG (i) T oe. l i e., J4 04,-,- Detailed description of work to be included on this permit only NAMEE PRIMARY PHONE PROPERTY OWNER 6 'GG ,,..,,�,.� 053 • ! ,l .9 3(, 1 MAILING 3Z SO �0,,.r r tb CJCIVN 0 4c=o.peel CITY 1 6�E� GJa. 3 J M Z��$OL3 NAME EP C--- e•-4.ISez-ty zC)/ '&S9-, MAILING DRESS E-MAIL 8 f (o.I J i s iI - n L 5e.-- 64(. '$ -1 e—f L.ca.. CONTRACTOR CITY w STATh ZIP />5+0ci� FAX WA STA CONTRACTOR'S L ENS&# _ !W_\ EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE# �i Pl-C.'F CYMC-5 1 / ZS /7QI NAME PRIMARY PHONE APPLICANT MAILING ADDRESS E-MAIL CITY STATE ZIP FAX NAME PRIMARY PHONE / PROJECT CONTACT ac.„ -i.--1 SCGf 6, • Z9( 'l0 31--? (The individual to receive and L �( i,J., �is A Sty �G�JL�Sr�.!� KA/C Cp+�t respond to all correspondence 1 O"' C l concerning this application) CITY A STATE ZIP FAX NAME PROJECT FINANCING 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 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 i information supplied to the city as a part of this application. �/ t SIGNATURE: DATE S I S I j PRINT NAME: _.I.I 5iLi.`I Bulletin#100—January 1,20I3 Page I of 3 k:\Handouts\Permit Application Is • VALUE OF MECHANICAL WORK Sr1 $ 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(Descnbe) AIR CONDITIONER FIREPLACE INSERTS HOODS(commercial) BOILERS FURNACES HOT WATER TANKS(Go .)COMPRESSORS GAS LOG SETS REFRIGERATION SYST DUCTING GAS PIPING WOODSTOVES VALUE OF PLUMBING WORK $ PLUMBING PERMIT Indicate how many of each type of fixture to be installed or relocated as part of this project. Do not include existingfurtures to remain. BATHTUBS(or Tub/Shower Combo) LAVS Wand siuka) TOILETS WATER PIPING DISHWASHERS RAINWATER SYSTEMS URINALS OTHER(Describe) DRAINS SHOWERS AKERS DRINKING FOUNTAINS SINKS(Kitchen/Utlbty) WATER VACUUM HEATBREERS[Electric) HOSE BIBBS SUMPS WASHING MACHINES TOTAL FIXTURES GENERAL INFORMATION CRITICAL AREAS ON PROPERTY? WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS $ ERISTING/PREVIOUS USE LOT SIZE pa 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 d wy.. a FIRST FLOOR(or Mobile Home] _ COVERED ENTRY GARAGE ❑ CARPORT ❑ E7UsT06 PROPOSED TOTAL Area Totals ,' 3` w a ESTIMATED SELLING PRICE$ #OF BEDROOMS COMMERCIAL—NEW/ADDITION AREA DESCRIPTION Occupancy Groups) Construction #of Stories Additional Information 111K5f1,1J4,...s.„‘"4: .":.,"' - - '"'-i-'--f-°73';-11-1-14-1"::-4.;1,F7k7-'f'4-;';'<.:440.71r:"n-.:--;?-:lifiig:i'",11JA.:,:-.-,',,;.-v2iga;:a Te R, ADDITION COMMERCIAL—REMODEL/TENANT IMPROVEMENTS AREA DESCRWTION Occupancy Group(s) Construction #of Additional Information Stories TENANT AREA ONLY g Bulletin#100-January 1,2013 Page 2 of 3 k:�i Iandouts�Permit Application FILE FORSMAN ENGINEERING 30014 2nd Court South Federal Way, WA 98003 (253)815-9182 STRUCTURAL CALCULATIONS for Grace Church Interior Bearing Wall Removal At 1232 SW Dash Point Road Federal Way, WA 98023 Project#13017 ©2013 Forsman Engineering Codes: 2009 International Building Code Loads: Roof 15 psf dead load 25 psf live load, snow Walls 10 psf dead load Floor 15 psf dead load 100 psf live load Wind ASCE 7-05 Simplified Method, 85 mph basic wind speed, exposure`B' Importance factor 1.00 345 Seismic ASCE 7-05 Equivalent Lateral Force Procedure, Seismic category D, E.FORS Importance factor 1.00, Site Category D, Sds=0.812, S1=0.437 OVN Foundation: All values assumed e 014 . . footings 1500 psf allowable bearing pressure / RECEIVED .44 Rim MAY 1 4 2013 Java. ' CITY OF FEDERAL WAY `EXPIRES 01/11 CDS The items designed herein represent the entire scope of structural investigation performed. No other portions of the structure have been reviewed. These calculations apply to the location specified above. 13017CALC-12 Page l of 7 FORSMAN ENGINEERING 30014 2nd Court South Federal Way,WA 98003 SCOPE OF WORK Forsman Engineering was asked to provide a review of major framing members,and drawings review for the removal of a bearing wall in a wood framed church assembly area. The roof framing is primarily manufactured trusses,the floor framing is stick joists,and the foundation is typical concrete strip footings with a crawl space. The attached calculations are to be used as a submittal for one potential building site. The cover sheet should have an original signature in blue ink over the seal. Forsman Engineering will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty,either expressed or implied is made in connection with our rending of professional services. For any dispute,claim,or action arising out of this design,Forsman Engineering shall have liability limited to the amount of the fee received by Forsman Engineering. Questions regarding the attached should be addressed to Forsman Engineering. Arnold.E.Forsman,P.E. Forsman Engineering forsmanengineerincomcast.net 253.815.9182 --...--- - - ----.-....--. . . _.. 111\iiiil. ' I 1. . is , ?, ■ ... - _-..-...-...--...--..__•-_ .- -----• --- - kEl1J^1_.LPf DOOR. � ��� J I 4c :� � \ ___ 1 y I ;r;S . la rxl� `°° '+1----- •fi ' !! { \mss _ �_ 1 a 1 -/'''"t---. • I 1 I '-.-. 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Flxtvtser p NAME 1 ; $ z 'Tt lic;, i }trnp er kd; il� f ill f >zy N r (,U,i �p, A }4,f i r... • .Kt,,!?;,-.!;',;,:if.i.::! ;;;;,.-:,.-:,--.,,"`'., ,,ii.,?iii.t.",:l.:.:..1.•::'.:. 1 ..- --......... . • '' ........-- u� t j }i �� f�.th(3i b f t \ f _ J`',. ,. +3a-.lii.`. y`.."'•,`.` ?.,...:J • L .e ■ I 1 I I 11 / )., t..t .tr'.f. - JOB FORSMAN ENGINE ING y( 30014 2nd Court South SHEET NO. OF FEDERAL WAY, WASHINGTON 98003 CALCULATED BY DATE (253) 815-9182 Fax (253) 529-9438 CHECKED BY DATE SCALE I i I I i _ .. , P i i t....._........._. t a : i I I ! , ! i i i ---I— ! E ... ! P.. ........... I .... I I } i { I i . t ! i ; , I I i 1 e._..._..._:.. ! ¢ I . , any i i I Yz. 1 1 ; ; i i I I + i I I i I I t— I I i 1 i ! 1 6 ,c•I t per I G+ ( �v i / { }...._._..; �...!a,,,.c:.y"'„r...°,d "c3y,p r. ; ,_,_,_q.._'._ RJir.F , i`s ti i._ ...i............. 7\ J_...,�:: _........_,.._......,_•s._........, i i e._ : t • I i I ' , I I • ! 1 ; i P I I I i i 1 ! ! I I i I I _.. i r i i i I I i 1 ! ! i 1 + ' ! I I I i } I I �.. i i • ..._ I . i I + I � _ t — !`/f\ i i M // i i i i ! I i �! ; i i ___._-._.....` ..__....,.....__...___...._..q... .••wa -_. a ..... i ; w.. i I I • ! I I I.... } i i 1 1 I j I i i I i i k i i rt 1 v i r , 1 i t t 1 i , .111.1 ` i ...a..__..._.. • �l . r =. i I i s x t +• _....,... , I I I- { I ! ! i i I ' ' I I I I i... • .ii . i I , I • t • • . , FORSMAN ENGINEERING 30014 2nd Court South Federal Way,WA 98003 July 16,2013 Brandon Schreib Northwest Solid Rock Construction Re: Framing inspection at Grace Church,1232 SW Dash Point Road,Federal Way,WA 98023. Brandon,as requested I met you and the City of Federal Way inspector Scott Sproul at the above noted site to inspect the existing framing and recommend any additional modifications. With the addition of the following structural elements,the framing will be structurally adequate. 1) Add Simpson LCE42 each face of columns at each end of the beam. 2) Add Simpson ST6236 to each end of beam. '/a of each strap should cover the beam,and the other'A of the strap should be nailed to the 4x6 blocking. 3) The current HDU-4 hold downs are connected to the foundation with 5/8 x 12"J bolt at the inside post,and epoxied with a 5/8 x 8 1/2"wedge anchor with the outside post. Should you have any further questions,please contact me at 253.815.9182. Thank you. Sincerely, r ,1„0/13 Arnold E. Forsman,P.E. B.fiO y,,,,. ... fie o' 1 POWS 01111/ }. 1 fors anens incerintir comcast.net 253.815.9182 I- -- '. i:: . • -4 tic,/ :c• •r• • . • fl , r••• •••• ft. • • •- - N Et.k? %.1 f f DOatt, , ...._—____ _ s■ i I i . , —-- :1------- -4 ' ••••,,,,,---■-. V' !-T4P-i'--- /11! •_101'11 1- 1:51 ilf ,I) 1 I , 1 I I I \ I -,.,. I • Eli ill- It [Pi 1 q i --. Li t I '-'.' I . I f.... \ I . 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It7'..._ .7:.7.17= ----211:----'—'5411 I ------- •-\---:--7-7.-------1 i. : -.,-, _: . i'i -=.:,•'- ;3:',..:' . : :,--,.7_17.-_ -,:--. .---- .;f4!1;:::':,;:.;-., ' '1----";::-;";;;:,f,i'A=.,::, ,,, • - 1 10' 4'0-tz,Tverf, I PI -: • ii Rood,. it;.tifir>suitt It 11 1....,•-..4,-,4,,,q,p,..:•.-.:,•'.,-,..rk..4r:-..-•''', '",. • 4 ,;tFt?"'"''=''' 'T '.'`.`..-"7.?..lic*.',,..-,.. lii 1 •IL.' 1 :. ,1, 1 , 7- Iiii /)\ • 111 1,11 I 1 / \.,,.. \: jilt!! -/./.....•\.. .., , t.4. ,-p.: . ..•• ,,• 4.. \ ...t., ttailiii : I • / • • _ , COMPANY PROJECT 57 0 Wood Works® SOH VMZE FOR WOOD DESIGN Mar. 12,2013 11:48 Beam B1 Design Check Calculation Sheet WoodWorks Sizer 9.2 Loads: Load Type Distribution Pat- Location [ft] Magnitude Unit tern Start End Start End wd Dead Full UDL 375.0 plf wl Live Full UDL 625.0 plf Self-weight Dead Full UDL 15.9 plf Maximum Reactions (Ibs), Bearing Capacities (Ibs) and Bearing Lengths(in) : t 15'-2.3" 41 ■ 0' 15' Unfactored: 2968 Dead 2968 4748 Live 4748 Factored: 7716 Total 7716 Bearing: Capacity 7716 Beam 7716 777716 Supports 7962 Anal/Des 1.00 Beam 1.00 1.90 Support 0.97 97 Load comb #2 2.32 Length 2.32 2.32 Min req'd 2.32 2.32 Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.07 607 Fcp sup 625 Glulam-Unbal.,West Species,24F-1.8E WS,5-118"x13-112" Supports:All-Timber-soft Beam,D.Fir-L No.2 Total length: 15-2.3"; Lateral support:top=at supports,bottom=at supports; Analysis vs.Allowable Stress (psi) and Deflection (in) using NDS 2005 Criterion Analysis Value Design Value Analysis/Design Shear fv = 138 Fv' = 265 fv/Fv' = 0.52 Bending(+) fb = 2203 Fb' = 2325 fb/Fb' = 0.95 Live Def.l'n 0.38 = L/478 0.50 = L/360 0.74 Total Defl'n 0.55 = L/325 0.75 = L/240 JOB • FORSMAN ENGINSING 30014 2nd Court South SHEET NO. f OF v —7 FEDERAL WAY, WASHINGTON 98003 CALCULATED BY DATE (253) 815-9182 Fax (253) 529-9438 CHECKED BY DATE ( SCALE t E ! i I I I t i i j i ............._......_e .....e...._......,..._..........._..........._...._. 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