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11-100310City of Federal Way Community Development Services P.O. Box 9718 Federal Way, WA 98063-9718 Ph: (253) 835-2607 Fax: (253) 835-2609 Project Name: WYLDE Project Address: 28609 9TH AVE S Building - Single Famvily Permit #: 11 -100J10 -00 -SF Inspection Request Line: (253) 835-3050 Parcel Number: 515296 0160 Project Description: REP - Repair kitchen ceiling due to water damage. Includes plumbing. Owner Applicant Contractor Lender DAVID WYLDE QUALITY NORTHWEST QUALITY NORTHWEST 28609 9TH AVE S CONSTRUCTION CONSTRUCTION FEDERAL WAY WA 98023 805 S MARINE HILLS WAY QUALINC141DR (4/10/11) FEDERAL WAY WA 98003 805 S MARINE HILLS WAY FEDERAL WAY WA 98003 Census Category: 434 - Residential alt/add - no change in number of units Includes: # 1 #2 #3 #4 Occupancy Class: Construction Type: Occupancy Load: Floor Areas . ft.) 0 0 0 0 Additional Permit Information New / Additional Sq. Feet - 3rd Floor....................0 New / Additional Sq. Feet - Basement ................. A Mechanical to be Included? .................................... No Plumbing to be Included? ....................................... Yes Plumbing Fixtures Dishwashers................................... 1 Sinks............................................... 1 CONDITIONS: Subject to field inspection without plans.** *STRUCTURAL CALCS TO BE ONSITE*** PERMIT EXPIRES Sunday, July 24, 2011 Permit Issued on Tuesday, January 25, 2011 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. ' w Owner or agent: Date: i %/ THIS CARD IS TO REMAIN ON-SITE CITY OFOA I Construction Inspection Record Federal Way INSPECTION REQUESTS: (253) 835-3050 PERMIT #: 11 -100310 -00 -SF Address: 28609 9TH AVE S Project: DAVID WYLDE FEDERAL WAY, WA 98003-3127 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. Final Erosion Control (4375) Approved By Date ❑ SWM Precon Site Mtg (4400) ❑ Floor Sheathing (4105) Initial Erosion Control (4365) ❑ Plumbing Groundwork (4190) Approved to sheath floor Approved By To be done prior to breaking ground By Approved to cover By Date By Date By Date Final Erosion Control (4375) Approved By Date ❑ Underfloor Framing (4285) ❑ Floor Sheathing (4105) Gypsum Wallboard Nailing (4 Approved to install mud & tape Shear Walls (4245) Date _ (Q— Approved to sheath floor Approved to install flooring By Approved to install siding By Date By Date By Date Final - Building (4050) Approved By Date By Date Roof Sheathing (4220) Rough Plumbing (4230) ❑ Fire/Draft Stops (4095) Approved to install roofing Approved Approved By Date By 0_� J Date , a a, By Date Interim Erosion Control (4370) prior'to scheduling a Framing inspection; Framing (4120) Approved Electrical, Plumbing & Mechanical Rough -in and Approved to insulate By Date Fire/Draft Stop inspections must be signed -off and approved. IBC 109.3.4 By Date 3-1 Final Erosion Control (4375) Approved By Date ❑ Insulation (4150) Approved to install wallboard Gypsum Wallboard Nailing (4 Approved to install mud & tape ByL�L Date _ (Q— l l B Date By Date By Date Final - Plumbing (4075) Approved By Final - Building (4050) Approved By Date By Date Final Erosion Control (4375) Approved By Date ❑ Rough Electrical Approved Final Electrical Approved Right of Way Approved By Date By Date By Date FORSMAN ENGINEERING 300142 nd Court South Federal Way, WA 98003 (253) 815-9182 STRUCTURAL CALCULATIONS for Wild Residence Existing Roof Modification Only At 28609 9th Ave South Federal Way, WA 98003 Project #10104 ©2010 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 40 psf live load RECEIVED Z '1 I 0 I E. F0 �as'�oF WAsy��c9� 0 JAN 2 5 2011 " CITY OF FEDERAL WAY ss 10718 9 CDS AL Foundation: All values assumed LE%PNiES Ot/11/ I— footings 1500 psf allowable bearing pressure 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. 10104CALC-07 Page I_ of [ G 2,/ FOREMAN 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 a wood framed single family residence roof modification. The roof framing is primarily manufactured trusses, the floor framing is either stick or TJI 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 forsmanenaineering(cucomcast.net 253.815.9182 FORSMAN ENGINEERING 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 . . ... .......... . . . ...... ...... . . ......... ........ .. . .......... _J zif . . ........... .. ... ... ............. t E -4- .. . ....... ...... .. .. ............. ...... . ... . . ....... 4 . ....... ........ . ..... . ... ....... t ............ . .. ...... L-4 ...... ..... . .... .... . I .... . i --------- ----- ...... ...... .......... . ...... ... . ......... - - --------- L .4-4 . ..... . .......... ......... . .......... . ........ .. ........ T .. ..... .... V­___j . . .... I ...... ....... . .. ... .... . .. ........ ... ....... . __4 . . .. ......... .......... . ......... ........... - -- — - -- - ------------ . . ....... .. _T . .... ... ........... . .. ....... ... ... . . .... ------ . ....... ...... 4 . ....... . .... . 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I L i 31!0 !- a i .- i COMPANY PROJECT WoodWorkse SOFTWARE FOA WOOD DESIGN Dec. 20, 2010 13:41:41 Beam B1.wwb Design Check Calculation Sheet Sizer 2004 LOADS: ( Ibs, psf, or plf ) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? wd Dead Full Area 14.00 (24.0)* No ws Snow Full Area 25.00 (24.0)* No *Tributary Width (in) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : Ll Ll 0' 11' 14' Dead 153 267 Live 255 446 Total 407 713 Bearing: LC number 2 2 1 Length 1.0 1.0 0.0 Cb 1.00 1.97 0.00 Lumber -soft, D.Fir-L, No.1&Btr, 2x6" Spaced at 24" c/c; Self Weight of 1.96 plf automatically included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS -2001: (stress=psi, and In) Criterion Analysis Value Design Value Analysis/Design Shear fv = 79 Fv' = 207 fv/Fv' = 0.38 Bending(+) fb = 1645 Fb' = 2063 fb/Fb' = 0.80 Bending(-) fb = 571 Fb' = 1992 fb/Fb' = 0.29 Deflection: Interior Live 0.36 = L/364 0.55 L/240 0.66 Total 0.58 = L/228 0.73 = L/180 0.79 Cantil. Live 0.25 = L/146 0.30 = L/120 0.82 Total 0.39 = L/91 0.40 = L/90 0.99 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 1200 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 2 Fb'- 1200 1.15 1.00 1.00 0.966 1.300 1.00 1.15 1.00 1.00 - 2 Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.8 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending(+): LC# 2 = D+S, M = 1037 lbs -ft Bending(-): LC# 2 = D+S, M = 360 lbs -ft Shear : LC# 2 = D+S, V = 473, V design = 436 lbs Deflection: LC# 2 = D+S EI= 37.43e06 lb-in2 Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. The critical deflection value has been determined using maximum back -span deflection. Cantilever deflections do not govern design. WoodWorkse COMPANY PROJECT Design SOMVARF FOR WOOD DESIGN Anal sis/Desi n Live 255 59 Dec. 20, 2010 13:42:34 Beam B1.wwb fv/Fv' = Design Check Calculation Sheet 409 Sizer 2004 715 LOADS: ( lbs, psf, or plf ) 1349 Load Type Distribution Magnitude Location [ft] Pattern 2 Start End Start End Load? 2 wd Dead Full Area 14.00 (24.0)* No 1 ws Snow Full Area 25.00 (24.0)* No Length *Tributary Width (in) Deflection: MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : 0' 11' 14' Dead 154 1.47 270 0.00 L/240 0.40 Interior Live Total 0.35 = L/376 0.73 = L/180 0.48 Cantil. Live 0.15 = L/241 0.30 L/120 0.50 Total 0.24 = L/150 0.40 = L/90 0.60 Lumber-soft, Hem-Fir, No.2, 2x8" Spaced at 24" c/c; Self Weight of 2.25 pif automatically included in loads; Lateral support: top= full, bottom= at supports; Repetitive factor: applied where permitted (refer to online help); Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-2001: (stress=psi, and in) ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fb'+ 850 1.15 1.00 1.00 1.000 1.200 1.00 1.15 1.00 1.00 - 2 Fb'- 850 1.15 1.00 1.00 0.954 1.200 1.00 1.15 1.00 1.00 - 2 Fv' 150 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fcp' 405 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.3 million 1.00 1.00 - - - - 1.00 1.00 - 2 Bending(+): LC# 2 = D+S, M = 1041 lbs-ft Bending(-): LC# 2 = D+S, M = 361 lbs-ft Shear : LC# 2 = D+S, V = 474, V design = 426 lbs Deflection: LC# 2 = D+S EI= 61.92e06 lb-in2 Total Deflection = 1.00(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. The critical deflection value has been determined using maximum back-span deflection. Cantilever deflections do not govern design. Criterion Analysis Value Design Value Anal sis/Desi n Live 255 59 446 172 fv/Fv' = Total 409 fb = 715 Fb' 1349 Bearing: 2 Bending(-) 2 330 1 LC number Length 1.0 Deflection: 1.0 0.0 Cb 1.00 1.47 L/603 0.00 Criterion Analysis Value Design Value Anal sis/Desi n Shear fv = 59 Fv' = 172 fv/Fv' = 0.34 Bending(+) fb = 950 Fb' 1349 fb/Fb' 0.70 Bending(-) fb = 330 Fb' = 1287 fb/Fb' = 0.26 Deflection: 0.22 = L/603 0.55 = L/240 0.40 Interior Live Total 0.35 = L/376 0.73 = L/180 0.48 Cantil. Live 0.15 = L/241 0.30 L/120 0.50 Total 0.24 = L/150 0.40 = L/90 0.60 FORSMAN ENGINEERING JOB 30014 2nd Court South FEDERAL WAY, WASHINGTON 98003 (253) 815-9182 Fax (253) 529-9438 SHEET NO. _ CALCULATED BY, CHECKED BY_ W'Al t: C> OF DATE DATE 1 .._..................._...._.._...:.........__ tt , I ! ......... .,............. ;........... }._._...s.__..._S..__..._........ _......... .... ___..._._._.._. __. _.._.;...... ..... 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X 4 } I I s f ; t cb G- .............j..__.......1._.......................•..........-.a.............j......... _.....__........_........_o-............;............. ...... .....y... .... _.:....1..._......»I..............I.............'.._......... i ( i z , ..! ... 2.8609 9th ave south, federal way - Google Maps Page 1 of 1 W(4 Address 28609 9th Ave S Get Google Maps on your phone .1;Ote maps Federal Way, WA 98003 Text the word "GMAPS"to 46 645 3 11 th Av,, S i 00 11001 j 11001 ,CV a s 6th 4� x I Y �J I I CO I ca I N 2wh at e 9� G2010 Google - Map data 02010 GoogW] htm://www.gooLyle.com/mans?f--a&source=s a&hl=en&aeocode=&a=28609+9th+ave+s... 12/13/2010 My oil !& Federal Way COMMUNITY DEVELOPMENT SERVICES 253-835-2607• FAX 253-835-2609 www.dtw1 ederalwau.00m •PERMIT APPLICATION / ! - 1 0 0 '/ 0 70MF CO ME PL DE EN FP RECEIVED $.�00 a JAN 2 5 14L 1 i SITE ADDRESS SUITE/UNIT ii 9!CITY OFFEDERAL WAY PROJECT VALUATION ZONING ASSESSOR'S TAX/PARCEL # ` � `r . CC S` 6 CJ TYPE OF PERMIT 11 BUILDING ❑ .PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ENGINEERING ❑ FIRE PREVENTION NAME OF PROJECT I . (Tenant Name/ Homeowner Gast Name) PROJECT DESCRIPTION 9, -C hL Detailed description of work to C i C b1 be included on this permit only ti NAM ] % PRIMARY PHONE PROPERTY OWNER �,� � � � 1 (_�/- & L' ? MAILING ADDRIM E-MAIL CITY -L" �_ r STATE ZIP J E/� N ( ((�' L C-0 -t .. Q, V •MVV l'l..S 1 PHONE MAILING ADDRESS /_ / ! Fc -s- 4 P. a r t l` G i l �l) Lt-,5 E-MAIL l b FAX C �►� �4-�� r W STATE CONTRACTOR'S LIC E N ) Z l ov ERPIRATION DATE FEDERAL WAY BUSINESS LICENSE # Gt f NAME PHONE APPLICANT MAILING ADDRESS E-MAIL aC CITY STATE ZIP FAX PROJECT CONTACT NAME-- " PHONE 37 (The individual to receive and MAILING ADDRESS MA (�,S S u r" 2 f (moi "0 E-p�L respond to all correspondence concerning this application) C STATE ZIP FAX ALTERNATE CONTACT NAME: PHONE E-MAIL PROJECT FINANCING NAME OWNER -FINANCED Required value of $5,000 or more MAILING ADDRESS, CITY, STATE, ZIP PHONE (RCW 19.27095) 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 supplied to the city as apart of this application. SIGNATURE: \. 4 I DATE ji- I n PRINT NAME: ! Bulletin 9 100 - April 14, 2010 Pagel of 3 k:\klandouts\Permit Application 0 �J PLUMBING FIXTURES 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 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 MECHANICAL FIXTURES VALUE OF MECHAMCAL WORK $ (a copy of bid or estimate must be provided) 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 (cas) COMPRESSORS GAS LOG SETS REFRIGERATION SYST DUCTING GAS PIPING WOODSTOVES PLUMBING FIXTURES 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 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? ❑ Yes ❑ No PROPOSED FIRE SUPPRESSION SYSTEM? ❑ Yes ❑ No RESIDENTIAL - NEW OR ADDITION AREA DESCRIPTION (in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE BASEMENT COMMERCIAL - REMODEL/TENANT IMPROVEMENTS AREA DESCRIPTION _ ....... _.... .......... .... .... ........... __........................ --- FIRST FLOOR (or Mobile Home) Type # of Stories Additional Informationin TOTAL BUILDING SECOND FLOOR —._._..----- --..._.__..---... ...... _............. _............. __.......... COVERED ENTRY — -- -- .._..--._.._._.___.—... -.... _ ... _........ .... _..... _........ DECK PROJECT AREA ONLY ... _... .... __..__.-----....--_.—..--.----..______...__..._.. GARAGE ❑ CARPORT ❑ ............. _..... OTHER (describe) .............. —..—_...._..._______-_.... ..... __..------______. Area Totals EXISTING PROPOSED TOTAL **NEW HOMES ONLY** ESTIMATED SELLING PRICE I # OF BEDROOMS COMMERCIAL - NEW/ADDITION AREA DESCRIPTION Area in Square Feet Occupancy Group(s) Construction a # of Stories Additional Information NEW BUILDING ADDITION COMMERCIAL - REMODEL/TENANT IMPROVEMENTS AREA DESCRIPTION Area Square Feet Occupancy Group(s)Construction Type # of Stories Additional Informationin TOTAL BUILDING TENANT AREA ONLY PROJECT AREA ONLY Bulletin #100 - April 14, 2010 Page 2 of 3 k:\Handouts\Permit Application