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18-104689 r fsi ' ' Ir Building - Single Family ' City ofderalWay Permit #:18-104689-00-SF Community Development Dept. 33325 8th Ave S Federal Way,WA 98003 Inspection Request Line: (253)835-3050 Ph:(253)835-2607 Fax(253)6352609 Project Name: GRIFFEY Project Address: 31402 12TH AVE SW Parcel Number:416810 0230 Project Description: ADD-Enclose 177 square foot area under existing roof. No plumbing or mechanical. Owner Applicant Contractor Lender HAROLD GRIFFEY MICHAEL E HOVLAND OWNER IS CONTRACTOR OWNER IS LENDER 31402 12TH AVE SW 33919 9TH AVE S SUITE 201 FEDERAL WAY WA FEDERAL WAY WA 98003 98023-4505 Census Category:434-Residential alt/add-no change in number of units Includes: #1 #2 #3 #4 Occupancy Class: R-3 _ Construction Type: Type V-B Occupancy Load: Floor Area(sq.ft.) 177.00 Additional Permit Information New/Additional Sq.Feet-1st Floor 177 New/Additional Sq.Feet-2nd Floor 0 New/Additional Sq.Feet-3rd Floor 0 Occupancy#1-Area(Sq.Feet) 177 New/Additional Sq.Feet-Basement. 0 Occupancy#1-Construction Type Type V-B New/Additional Sq.Feet-Deck. 0 New/Additional Sq.Feet-Garage 0 Mechanical to be Included? No Number of Stories 1 New/Additional Sq.Feet-Other 0 Is this an Online or O.T.C.application Yes Plumbing to be Included? No New/Additional Sq.Feet-Total 177 Occupancy#1-Use Residence(1 or 2 family) Total Valuation:21,372.75 PERMIT EXPIRES Wednesday,3 April,2019 Permit Issued on Friday,October 5,2018 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: ktit, Date: /0/5( i r( I 7 f/n~ • Y , r_ THIS CARD IS TO REMAIN ON-SITE t .F �,_ 1 ar •*"- k►OP Construction Inspection Record �� INSPECTION REQUESTS:(253)835-3050 PERMIT#: 18 104689 00 Address: 31402 12TH AVE SW Project: HAROLD E GRIFFEY FEDERAL WAY WA 98023-4505 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) ID 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 IL G 0 Foundation Wall(4115) 0 Drainage/Downspout(4040) 0 Slab/Concrete Floor(4255) Approved to place concrete �] Approved to backfill Approved to place concrete By Date t D By Date By Date 0 Underfloor Framing(420) 0 Floor Sheathing(4105) ® Shear Walls(4245) Approved to sheath floor Approved to install flooring Approved to install siding By Date By Date By Date I 1 t / 0 Roof Sheathing(4220) 0 Fire/Draft Stops(4095) MI Interim Erosion Control(4370) Approved to install roofing Approved Approved By Date By is Date -us S By Date Prior to scheduling a Framing inspection; al Framing(4120) al Insulation(4150) Electrical,Pl.mbig&Mecba.ial R..gbd. Approved to insulate Approved to install wallboard and FIrt//Dratt Stop i.apections must be signed- F/_ of[sad approved. IHC 109.3.4 B�/ Date -: ,401 Date ,JZ Z. if al Gypsum Wallboard Nailing(4130) al Final Erosion Control(4375) El Final-Building(4050) Approved to install mud&tape Approved Approved i By *4 Date 1 : By Date By Date J�"/ ❑ Rough Electrical 0 Final Electrical 0 Right of Way Approved Approved Approved By Date By Date By Date • • r • 4,0 r4J li • oor v � r . jl all AIN Roof Beam StruCalc 2015 International Building Code Griffey Roof Beam 14'Span Summary: 3.125 IN x 10.5 IN x 14.0 FT /24F-V4-Visually Graded Western Species-Dry Use Section Adequate By:8.3% Controlling Factor:Section Modulus/Depth Required 10.09 In Deflections: Dead Load: DLD= 0.31 IN Live Load: LLD= 0.48 IN=U352 Total Load: TLD= 0.79 IN=11212 Reactions(Each End): Live Load: LL-Rxn= 2100 LB Dead Load: DL-Rxn= 1384 LB Total Load: TL-Rxn= 3484 LB Bearing Length Required(Beam only,Support capacity not checked): BL= 1.72 IN Camber Reqd.: C= 0.47 IN Beam Data: Span: L= 14.0 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 4 : 12 Live Load Deflect.Criteria: U 240 Total Load Deflect.Criteria: U 180 Camber Adjustment Factor. CAF= 1.6 X DLD Roof Loading: Roof Live Load-Side One: LL1= 25 PSF Roof Dead Load-Side One: DLI= 15 PSF Tributary Width-Side One: TW1= 1.0 FT Roof Live Load-Side Two: LL2= 25 PSF Roof Dead Load-Side Two: DL2= 15 PSF Tributary Width-Side Two: TW2= 11.0 FT Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 8 PLF Slope Adjusted Beam Loading: Beam Uniform Live Load: wL= 300 PLF Beam Uniform Dead Load Adjusted for Rafter Pitch: wD_adi= 198 PLF Total Uniform Load: wT= 498 PLF Properties For:24F-V4-Visually Graded Western Species Bending Stress: Fb= 2400 PS Shear Stress: Fv= 190 PS Modulus of Elasticity: Ex= 1800000 PS Ey= 1800000 PS Stress Perpendicular to Grain: Fc perp= 650 PS Bending Stress of Comp. Face in Tension: Fb_cpr= 1200 PS Adjusted Properties Fb'= 2760 PS Fb'(Tension): Adjustment Factors:Cd=1.15 Fv': Fv'= 219 PS Adjustment Factors:Cd=1.15 Design Requirements: Controlling Moment: M= 12194 FT-LB 7.0 ft from left support Critical moment created by combining all dead and live loads. Maximum Shear. V= 3484 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus: Sreq= 53.1 IN3 Si. 57.4 IN3 Area: Area= ,�4ig� cv 8' 11N2 Moment of Inertia: Iii q�'" �� 256.1 IN4 l= 01.4,,,A IN4 f ,‘• 3 :k�`' CR`{OFFDDEVEL M CpMMUNffI' HT 4552 ' .4 . - RED 4 if) Cr ATE OF wASHINGTON s ,. IA li • Z ';' % k (e X).a rD <. Z H S• II t� c I1 W Zj k � .< Z., •r 11. Q,03 3 V%Zs__ W S A5.1rb . `� `til % �J' ;tin ' p k :p ,St �`C a W J . d H N Oi y � � a kk- rn � 33 a o '�`', N c : 433 W • CD' a : cn `n ZO Z.k e C - � ( o -�T i.• ,Q, ,c) co\ coo '-s•!, t 2. 1 1 m pj �' •C, 'y ' o r"-); Co � ,� � � 0kA y •ECEIVED PERMI'I'APPLICATION CITY OF OCT 0 5 201RERMIT CENTER+33325 8th Avenue South + Federal Way,WA 98003-6325 Federal Way �+ 253-835-2607 + FAX 253-835-2609 +permitcenter@cityoffederalway.com CITY OF FEDERAL-WAY — COMMUNITY!DEVELOPMENT PERMIT NUMBER �— TARGET DATE o T/�� I D/s/Qp 02.3 t/ SITE ADDRESS ---GGG��� � SUITE/UNIT# 3 ( 42 12+ / i u sN / PROJECT VALUATION ZONING ASSESSOR'S TAX/PARCEL# $ i 3 7 2 Fsdr/6, SIO o2_3o— _ / — TYPE OF PERMIT BUILDING 0 PLUMBING 0 MECHANICAL 0 DEMOLITION 0 ENGINEERING 0 FIRE PREVENTION NAME OF PROJECT Cr-11Z 1 Fr ei Ptb0.5s g.MoOI- PROJECT DESCRIPTION gN c[.vs l�'1 Sf• uN O - ? ?(/c: '.G "Q c C oV fe.4'' ,o oc Detailed description of work to be included on this permit only NAME __. PRIMARY PHONE /-4PIR ' Mt M3A C FEEr PROPERTY OWNER MAILING ADDRESS E-MAIL 114-o2 I#Z L Ade•uoE SW CITY STATE ZIP rt.of-AL. wAi Wl4 _ NAME PHONE OWr\f'-dt MAILING ADDRESS E-MAIL CONTRACTOR CITY STATE ZIP FAX WA STATE CONTRACTOR'S LICENSE# EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE# NAME PRIMARY PHONX 1'l 1C-016t%.,- •awl- 440 2 G3,1 . 8 915 APPLICANT MAILING ADDRESS E-MAIL 3.3115 41-f 1. p,r& S. *-2°1 Melfi . Rol.igcr&*ermAg-irn CITY STATE ZIP ��t FAX �Ex. d . __ NAME PRIMARY PHONE PROJECT CONTACT (The individual to receive and MAILING ADDRESS E-MAIL respond to all correspondence concerning this application) CITY STATE ZIP FAX NAME PROJECT FINANCING CAMJef- MI COO OWNER-FINANCED When value is$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 • s out of the reliance of the city, including its officers and employees, upon the accuracy of the information supplied to t i as • • - of this application. � 2 SIGNATURE: , ,/ DATE o.ol• CT Gl .. f=. �l_AN 0 PRINT NAME: 1-4 I "��c Bulletin#100–January 29,2016 Page 1 of 2 k:\Handouts\Permit Application • • VALUE OF MECHANICAL WORK MECHANICAL PERMIT T.r .'D. $ 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 HOODS(commercial) BOILERS FURNACES HOT WATER TANKS(Goo) COMPRESSORS GAS LOG SETS REFRIGERATION SYST DUCTING GAS PIPING WOODSTOVES VALUE OF PLUMBING WORK PLUMBING PERMIT NA $ 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. BATHTUBS(or Mb/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 NC? /..PKkAArSt 1;40 L.A4,t14AVOIJ lig-(D°U EXISTING/PREVIOUS USE LOT SIZE(In Square Feet) EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM? .r, 0 ...wv.,1Go- 11., 4?-z, ❑YesX( No ❑ Yeses' No RESIDENTIAL - NEW OR ADDITION AREA DESCRIPTION(in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE FIRST FLOOR(or Mobile Home) 1 2)o )i 1 16131 COVERED ENTRY --- --- --- '�'M*�*"'" ';'!.:'-' 1,.o-"'"" ,fix r';- ' •:'y:�y''. K" ;.3. ;'�; N.+{'.5+�'.-�•='o . ;��,X��., '.Ft�",X _,,,,,� 0, /k,,,,, ,.;,r" " ., .'r.' .. 'i//�%„i "s.r'�7+ar."++x44-•,`,."`«"4+ GARAGE 0 CARPORT 0 — i�,k'-.,' %`t,*',„:`.I,)• ,,,,,,3`',,:, #'-`')'';Y' ;.• /,r .....,,- , ,,L,: ,;,,,,,,,,;�Z .✓: '�YK+ s'Y.%.e^^,c r ;,-,r,',` s't,.�i'X�.e, -¢g'K. "!d' Area Totals EXISTING PROPOSED TOTAL ESTIMATED SELLING PRICE$ 1 #OF BEDROOMS COMMERCIAL—NEW/ADDITION AREA DESCRIPTION Area Occupancy Group(s) Construction #of Additional Information Square Feet ��ppe Stories eL,44 .,:,..,0-7,*,..,:,:,Al,.,,, �,,, ,' , �• / � .:4'. ",,•(...yyyC A•I• fT •+y g�, c, i/y,,ii„/rl • i. 't"Y`� ',:. �, ••.t.44,0-s'� '',N,'x"�k' ,', •a:•Y Nei"' ' u, r. i,'•• "n, ..q• ."z". ”. 4 .,-i • !,- :,`: 's#" i+ .7'i ..-.1%',/,‘‘,',,:,'i /.. ,„,fr';''�,,�f, � ,�'^ `•Y ,p ,�f/' tin 'T =YY.”.. , _ '"�'. ._ • 7�'���_ '��y����',.h ,, %S„",r ADDITION COMMERCIAL—REMODEL/TENANT IMPROVEMENTS AREA DESCRIPTION Area Occupancy Group(a) Construction #of Additional Information Square Feet pe Stories .;`It��, .r,=qsk;". >K-:t",-'. Yi.,r- •' ,,,, ',� 4%.,:7` .•,'`. i,{''. ,."�X;7" -::�,' '.-44.44a€1.-,''i'',•"�';�?" 'y�t.;44kk." ,I� „Tw• • - TENANT AREA ONLY .,,:.14", 'Y' ny'rOtr ' ".t f Y{,.,4 1";%, ';',"::;-y4',,,,-',/1sr g -Ii i, .. .?}."✓.••f.''.F.*4i t^� r,�,'' .:i..'.Yy"'..•t + . T1% '.' ., •4 AlitA t , , 4v,', .. - .. . • .. 3 '.s44",;e="4."it f,ibt+�,}- Bulletin#100–January 29,2016 Page 2 of 2 k:\Handouts\Permit Application 0kc Jbi�'tQ co t Co" Foundation/Floor Firam 4 Griffey House Remodel. 31402121' Avenue Southwes4 Federal Way, Washington Owner: Harold & Minia Griffey Area of House: 1,210 S.F. Existing Construction Type: V (Originally Built in 1963) Area of Remodel: 177S.F Current Use: One Sloty, Single Family House New Area; 13875.F. Zone: R57.2 • Legal Des n: LAKOTA WOODS DIV # 2 Parcel No: 416810-0230 • LotArea: 10, 428 S.F. Scope of Work: o INFILL PATIO AREA AT THE SOUTHEAST CORNER OF THE HOUSE - ADJACENT TO THE DINING & FAMIL Y ROOM. THEADDED AREA IS COVERED BY THE EXIST'G ROOF, WHICH WILL REMAIN- 0 WORKINCLUDES - NEW EXTERIOR WALLS CEILING & FLOOR/STRUCTURE, PATCH & REPAIR AS REQD - orrENSIONOFELECT7ICi4 & MECHANICAL. General Nodes: 1. ALL WORKSHALL CONFORM TO REQUIREMENTS OF 77-7E2015IN7ERNA7IONAL RESIDENTIAL CODE (IRC) & OTHER APPLICABLE CODES AS ADOPTED BY THE C17Y OF FEDERAL WAY. 2. THE SYMBOLS & ABBREVIATIONS USED ON 7HE DRAWINGSARE CONSIDERED TO BE CONSTRUCTION STANDARDS. IF 7HEREARE QUESTIONS REGARDING 77-IEM OR THEIR EXACT MEANING, CONTACT THE ARCHITECT FOR CLARIFICATION. 3. ALL FRAMING MEMBERS SHALL BEARRANGED & SPACED TO PERMIT INSTALLATION OF PIPE CONDUITS & DUCTWORK, ETC. W17HAMINIMUM OFCVT77NG. 4. CONTRACTOR SHALL PROVIDEAND INSTALL ALL STIFFENERS, BLOGAING, BRACES, BACK-UP PLATES & THE LIKEAS REQUIRED. 5. INSTALL METAL CORNER BEADSA TALL EXPOSED WALLBOARD EDGES. 6. ALL COLORS FINISHES, TEXTURES ETC. MATCH IXI57TNG OR AS DIRECTED BY OWNER. 7. ALL FIRE RA7FD ASSEMBLIES SHALL BEICBO OR UL APPROVED & PROVIDED AS INDICATED ON THE APPROVED DRAWINGS. 8. ALL DOOR & WINDOW SIZES SHOWN ON THE DOOR SCHEDULEARE OPENING SIZES. 9. MECHANICAL & ELEC7RIG4L SHALL BE SIDDER/DESIGN.• VERIFY REQUIREMENTS 10. 7HESEDR41WINGS DO NOTINCLUDE TIIENECESSARYCOMPONENTS FOR CONSTRUCTION SAFETY. THE SAFETY, CARE OFADJACENTPROPERTY& COMPLIANCE w/STATF& FEDERAL REGSREGARDING54FETY SHALL BE THE RESPONSIBILITY OF 7HE CON7RACTOR. 11. FIELD VERIFYALL EUS77NGCONDITIONS& DIMENSIONS. "ISTYe f µEve r--C6lI6d e Detail ol S4PPo T �'- Y Flow. vb,114, islf wel.L (I D Window & Door Schedule Site Plan Vicinity Map _. L14 01 (xist'c. c04r- ATio MARK SIZE A 4050 SINGLE HUNG B 4050 SINGLE HUNG C 3050 SINGLE HUNG D 806'-8" SLIDING GL DOOR TYPE • MILGARD MONTECITO 8240 - SEE ATTACHED MANUFACTURES INFO • VERIFY GLASS TYPE & THICKNESS WITH MANUFACTURER. rfEW Gq•IC- •SYroP % Oooh°-vrcR�Pis�L� w�-2�8[NEr2" EX16T'C� p,1.{, � 4 FAT t� aeM. N 4X161'C44x goof or't N 3 TJ•ollL bE � t�uP T ADM u1 r' � � LOS of tort Z � fTci, 6ELow E*I sT'4 1e 4Mf.I KI BXISTIG'rd K 04(o'o New ceNSTFJ-x-?10N 'CA Fknv t Fog New J RECEIVED OCT 0 5 2018 CITY OF FEDERAL WAY COMMUNITY DrEVELOPMENT O _UD-U -1 XOM o;� W nm� W 0) �Y O a A Cn CL COM Nrn { ao so Do m Cn :3 TI c All m Cn S}