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2005, 03-07 Permit App: 05000786 Residence
Spokane Valley ,,s BU E 114` FVP MAR 0 7 2005 UOLOON ING PERMIT APPLICATION WORKSHEET alley Community Development Department Building Division 11707 E. Sprague Avenue, Suite 106 • Spokane Valley, WA 99206 ne: (509) 688-0036; Fax: (509) 688-0037 i_ Street Address: Assessor's Tax Parcel Number(s): 46333 1-7 1 I _REQUIRED SITE INFORMATION 4'2 000E,)Lll:S�i= Legal Description: TprBS-1"-MttkCt0i-t41 Atkild. -" PERMIT DESCRIPTION: -X Building Permit ❑Change in Use __.. ❑ Grading � ❑ Manufactured Home ❑ ❑ Relocation .,�; ❑ Tenant Improvement - Fire Safety ❑ Other -- , OWNER/APPLICAN,T,„INFORMATION ❑ Owner: &45 • Cons?. Phone: - Fax Phone: Fax: :::Address: Applicant �,�57 Address: State .. Zip Cale Ci .. ,,, ..,r -- State .:. Code, .. ..- r City _.T.. ,l�,l ' X] Contractor: &A-5 Cof'IS+f w+ -,0n 111 Architect: co/E-ACIPhone: (46/--04,.•_41:,-i Fax: yzy-9027 • e';On° Phone:- Fax: Address: tigi; 2= 2/$72 _ Address; r - f.::1/2)01(4-0 \ i-• V .I fry IAA C'k'2o(p City i State Zip Cale City State' Zip Cale; s i WA State Contractor License # e' ':O / &Q t Contact 3' I61/11CttVI ” )• &0 • PERMIT/BUILDING' INFORMATION HEIGHT TO PEAK:. $ t - _; - -, : 19 DIMENSIONS:; ; - J t ;.1..,,,'.; �13`sb2 :# OFSTORIES: i. MAIN FLOOR TO SQ. FTG: -1'378- -4-- --- 2"" FLOOR SQ. FTG: ,•. -- -- - --- ! /� - ------- UNFIN BASEMENT SQ. FTG: . r37 FINISHED BASEMENT SQ. FTG: FINISHED r,,;.. .. GARAGE SQ. FTG: . /'S� , .. - - - t DECKJCOV. PATI SQ. FTG: - ,- . 2Z6 qs - OCCUPANCY GROUP: CONSTRUCTIONT�T'ry�rPE: r, ROZSICIenTIC-I ,--• HEAT SOURCE: (C.5 ccCC( (A A'tr # OF BEDROOMS: TOTAL HABITABLE -SPACE: , Co 0 IMPERVIOUS SURFACE AREA: COST_OF PROJECT: •- " ' t1�9,606 -30%SLOPES ON PROJPERTY:- -- (% SEWER OR ON-SITE SEPTIC' SYSTEM? Set; ;er 38 INCINERATOR - RESIDENCE x $19.00 37' INCINERATOR - COMMERCIAL x $22.00 METHOD OF PAYMENT: 0 CASH 0 CHECK ❑VISA 0 M CARD t: AUTHORIZED SIGNATURE: DATE: EXPIRES: SUBTOTAL PROCESSING FEE $35.00 TOTAL PERMIT FEE DUE: Project Address: Owner Mailing Address: Contractor: Mailing Address: MECHANICAL PERMIT APPLICATION Phone: (509) 688-0036; FAX (509) 688-0037 For Inspections, Call (509) 688-0054 q ZOO rtSi r C41\011\ License #: 4- 1 Community Development Department Building Division 11707 E. Sprague Avenue, Suite 106 Spokane Valley, WA 99206 Permit Use: Phone (Daytime Contact): AUTHORIZED SIGNATURE: ..-r DESCRIPTION OF WORK I/ OF UNITS X COST TOTAL AMOUNT 1 FUEL BURNING APPLIANCE Equal to or less than 100,000 1 X $12.00 2 FUEL BURNING APPLIANCE More than 100,000 X $15.00 3 UNLISTED APPLIANCE (Additional Fee) Equal to or less than 400,000 X 550.00 = 4 UNLISTED APPLIANCE (Addi(ional Fee) More than 400,000 X $100.00 5 USED APPLIANCE (WSEC min. AFUE rating) Equal to or less than 400,000 X $50.00 6 USED APPLIANCE (WSEC min. AFUE ra8N) More than 400,000 X - $100.00 7 BOILER/REFRIGERATION 1 - 100M BTU X $1200 8 BOILER/REFRIGERATION 101 - 500M BTU X $20.00 9 BOILER/REFRIGERATION 501 - 1,000M BTU X $25.00 10 BOILER/REFRIGERATION 1,001 - 1,750M BTU X 535.00 11 BOILER/REFRIGERATION More than 1,750M BTU X $60.00 12 GAS LOG, GAS INSERT, GAS FIREPLACE 1 X $10.00 13 RANGE 1 X $10.00 14 DRYER 1 X $10.00 15 FUEL BURNING WATER HEATER 1 X $10.00 16 MISC. FUEL BURNING APPLIANCE X S10.00 = 17 GAS PIPING (each ouuep X 51.00 = 18 DUCT SYSTEMS X 510.00 19 VENTILATING FANS X $10.00 20 AIR HANDLER (DOES NOT include ductiN) Equal to or less than 10,000 CFM X 512.00 = . 21 AIR HANDLER (DOES NOT include ducting) Greater than 10,000 CFM X $15.00 22 EVAPORATIVE COOLERS X 510.00 = 23 TYPE I HOOD X $50.00 24 TYPE II HOOD 1 X $10.00 25 HEAT PumP/AIR CONDITIONER 0-3 TON X $12.00 26 AIR CONDITIONER - 3-15 TON X $20.00 27 . AIR CONDITIONER15-30 TON X S25.00 28 AIR CONDITIONER 30-50 TON X $35.00 = 29 AIR CONDITIONER More than 50 TON X $6000 = 30 LPG STORAGE TANK X $10.00 = 31 WOOD OR PELLET STOVFJINSERT X $10.00 = 32 WOOD STOVE - FREE STANDING X $25.00 = 33 REPAIR & ADDITIONS . X $15.00 = 34 VENTILATION SYSTEMS X $12.00 = 35 VENTILATION MECHANICAL EXHAUST X $12.00 = 36 INCINERATOR -RESIDENCE : X $19.00 37 INCINERATOR - COMMERCIALX _ $22.00 = METHOD OF PAYMENT: 0 CASH 0 CHECK 0 VISA 0 MC CARD 0: DATE: SUBTOTAL PROCESSING FEE $35.00 EXPIRES: TOTAL PERMIT FEE DUE: AUTHORIZED SIGNATURE: MANUFACTURED HOME Width: Manufacturer: • Length: r ..‘/Year: • 1 Pit Set: RELOCATION 1!1(. ll 1. 1; PLUMBING PERMIT APPLICATION.- ., Phone: (509)'688-0036; FAX: (509);688-00:7 For Inspections, Call (509) 688-0054 ( ;: Project Address: 1121A) 1%' Owner. Community Development Department Building Division 11707 E. Sprague Avenue; Suite 106 r ' Spokane Valley WA 99206 Permit Use:_ 'Phone (Daytime Contact):_ Mailing Address de -C 1 II • 1 City _ _ __,State_Zip Co Contractor - &*5 Lcl ll64-r cit C I + On. - - :License #: (SC0N *HF 622.1 hone #. SCA :!?5J . 61637 Mailing Address J l y I Y % y5:111 - "'; 6 v ine V4 (t v �A-- - y9ZOL� r State ZiP,Code _ BANKCARD NUMBER: AUTHORIZED SIGNATURE: OF WORK '- -*OF UNITS X - - COST'''. = . TOTAL AMOUNT D DESCRIPTION .. TOILETS WATERCLOSET, BIDETS - -- 3 -X :- 56.00. = -' c 15'. 1 ' .. ... URINALS ; X-. :56.00 = - .. - 2 -.. ! : _- -- 3 - X -_56.68 =. ... .1 jgt,, . 3 TUBS .. TRAP) BATH, STALL, ONSITE BUILT '- - - - - I - - ' -X ' 16.00 = c "Y.r • 4 5 SHOWERS (PER -- SINKS - - LAVSIBASWS, BAR. FLOOR, KITCHEN, LAUNDRY. UTILITY, JANITOR. PHOTO, - - X-RAY, FOOD, PREP/CULINARY MEAT - ' - - - X ' - 56.00 " _ - r i Oi DISHWASHER..•_ _ - .., _ _ _ .. __.. _ .... _ . _ .1_ - -X $6.00 - _ IGS), Lnr 8 _ CLOTHES WASHER X 1.6D0 - 7 GARBAGE DISPOSAL ._X - - - _ 1 _._58.00 _. _ - • CO �r, 8 SOFTENER _ .. - _ . _ - . X - - 56.00 - 9 WATER ELECTRIC HOT WATER TANK NOTE: IF GAS, SEE MECHANICAL -. ' - - X .se -.6o, . _- • 10 FLOOR DRAINS . AREA. CASE. COIL, TRENCH. CONDENSATE- ' - I - - - X -56.00 - t7. DO 11 12 ROOF DRAINS/OVERFLOW DRAINS .X... 56.00_1 _- 13 FOUNTAINS. DRINKING. 56.x_. -._. .. - 14 WATER PIPING/DRAIN-IN WASTE, ' VENT, PLUMBING. REVERSAL- - - • NSTALLATION, ALTERATION. REPAIR, . REVERSALS. _ - X 56.00 - _ _ - 15 SEWAGE EJECTOR . GRINDER, SUMP PUMP X 5600- 16 WATER USING DEVICE _- - ICEAN/OR COFFEE MAKER, HOSE BIB, - - - _ STEAMER _ • PROOFER, CARBONATOR, SWAMP COOLER - - r X - . - - 56.00 = -.. 10 17 ' CROSS CONNECTION DEVICE VACUUM BREAKER CHECK VALVE. -- AND R.P.B.P.D. FOR: VATS, TANKS, BOILERS -- -- - X - - 56.00 = - - 18 • INTERCEPTORS ' -- - - . GREASE TRAP. SAND TRAP. ... . . CHEMICAL. HOLDING TANK : _ . _. X - ... .._ • 56.00 . . '' 19 MEDICAL GAS (per outlet) . - - .. NITROUS, OXYGEN .. X 58.00.. 20 MISCELLANEOUS PLUMBING "FIXTURE - - - - - - _ ... _ - - ... .. X 58.00 = .. 21 PRIVATE SEWAGE DISPOSALSYS - - _ - _ _ _ _ -. . - X 520.00 22 INDUSTRIAL WASTE _ .. .. INTERCEPTOR -- .. - - - - - — _ ._ _ X 515.00 = r - , -, _._.___SUBTOTAL METHOD OF PAYMENT: -' ❑ CASH '0 CHECK nate- 0 VISA ' 0 MASTERCARD ,. ..,.iUO.DO PROCESSING FEE - •, '.'535.00 --TOTAL PERMIT FEE DUE: .. - I 7Z• DD FXPIRES' _ BANKCARD NUMBER: AUTHORIZED SIGNATURE: 8"SS No(+% \ C /' *ss (3d);B M H 3 S.4217 45333.1709 5.421.3 45333.171 0 VACANT 45333.9163 18 y m 4"SP STA.= 9+94 LEN.= 37' I.E. = 2016.07 NOT. CONNECTED,. DRYLINE DOES NOT REACH R/W TYPE B 2ND AV, 30WDISH RD. 4"SP STA.= 8+ - .LEN. = :+.LEN.= 39' I.E. =20C CONNECT 4'' SP 6+66 L .5' E. =1995.2 A _, CI -L-5 :area :peusig 'seere teopuo ieg4o �. , edois demy' JO4BM {o seipoq 'spuepeM we pepoipui °shy •pe!thuep! ueeq aneq spewesee pue sempnfs'sews cum 'suoisuewip/seup Auedoid uMou„ •Iesodoid age p uopeIuesaidei 130L00 pue enp a s! pue puled Ni ppnq e 6wuiemo �o esodind epi ion peplwgns &sleq si ue0 ens spl so' MH -A5 STA= 7+14 RIM=2007.71 6' S OF C OF SUNDOWN RD. 6' W. OF C OF BOWDISH RD. Jun 12 06 07:40a Shaun Hoag 509-924-9027 CW�i,� . Rett joial aea'a aE1sad mat":4 pa= 1 112" ic 7 114" 1.6E Solid Sawn Douglas Fir 12 @ 18" o/c T1S TQ.\rm nfIM Uhr. 1 ar/20017:5a213Ahl I ren.vbrbar aaD.es THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED )*GADS: Analysis is fors Joiet Member. Primary Lead Group - Reeldenaal - LMap Meas (pd): 40.0 Lire al 100 % duration. 12.0 Deed SUPPORTS', 1 Adan a sdlo sawn knitter beam 2 Miriam or edict sewn number beam Input Width 1.80' 3.00' Bearing Length llaroer 3.00 - vertical Reactions libel 212 1641 0 /276 214/64101279 -Sae TJ SPECIFIER'S / BUILDERS (MOE tor *delfts), By Others -User specified custom detail for support 1. DEMON CONTROLS: Mawlmum 257 267 515 Shear (lbs) vertical Reaction (Ins) Moment (Fabs) Live Load Deft (in) Total Load Dell (In) Dnlgn Control 225 t e9 267 267 515 '322 0.056 0193 0072 0.395 Control Prised (33%) Passed (100%) Passed (39%) Passed (11909+) Passed (UMW) Product Diagram Is Conceptual. l>aes0 Otter Custom Detail Custom Accessory By Others None Looatlon U. end Span 1 under Floor loading Bearing 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading p.2 -Deaaalm Cable: STANDARD(L)_1J480.TLAI2411). alawable moment sus Inereesed for receptive mrenber usage. -BracingDMIAIFFFIerasolenedgee{lee and•bo0r.n) must be-bw0ed at8' Torounlessdaunled$(hensise. Ropor•elmohmera and positioning or lateral badrg is required to etlieve member stably. -The alowable shear aacgs (Pv) has not been notesed due to.Me pllenlel or splits checks and shakes. See NDS for eppiceb9dy of 6naease. ADDITIONAL NOTES; -MPORTANFTI The analysts presented Is output hom actramerlovoiapod by Tia JoirA TA. TJrarrara8e .icing0fasproeuas by net soOwwee.6 be accomplished in accordance 11th TJ product design crawls ad code accepted design values. The spetlae product eppa aback i Pul desgn loads and stared dbnonsbns hese been provided by the software user. This output hes not.Sen reviewed by a TJ Associate. -Nd all products are readily available. Clock wadi your euppser or TJ technirel represent/1We for product anlablly. Sand Sworn lumber analysis la M accordance with '1907 ND.Smelh cdebgyend is solely presented for comparison purposes. Program imastions and assumptions about this aneyak aro available through the software's On -k* Help. Tnn Joist does not warrant the analysis nor the performance of oast sewn hrnber msSdak. -Allowable Stress Design methodology wog used.fiv Stinting Code -UBC analysing the sold sawn lumber material listed above. PROJECT INFORMATION; CIS Construction 4209 S Bew:sh Corv[laht ' Ho, by True Jos, • reyerh.eaccr T.n1Me1 C:\trona% ru.1\T.oa JOUr\TJ-aeea\Job Mtn 192011 Cocom R1.:uu OPERATOR INFORNIATION- Smve Goolsby Evergreen Wholesale Lumber E 19207 Cetatlo Ave Greenauas. WA 99018 Phone : 509 928 7282 Fax : 500 928 8122 steve.pootabyegaMel®uppy,com Jun 12 06 07:40a Shaun Hoag 509-924-9027 P.3 4t211-Ve 4r 6Zh„ u�b�`verhaien ;;e; ^"' 1 112" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 @ 16" ole Page1 EngineV rsion:00AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.20.16 CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension: 15'6" ME 12' a 3' 6" —e Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group - Residential - Living Areas (psi): 40.0 Live at 100 % duration, 12.0 Dead SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live/Dead/Uplift/Total 1 Glulam or solid sawn lumber beam 3.50" Hanger 324/88 / 0 / 412 Custom Detail Custom Accessory 2 Glulam or solid sawn lumber beam 3.50" 1.50" 533/160/0 /693 By Others None -See TJ SPECIFIERS / BUILDERS GUIDE for detail(s): By Others -User specified custom detail for support: 1. DESIGN CONTROLS: Maximum Design Control Control Location Shear (lbs) -441 -377 879 Passed (43%) Rt. end Span 1 under Floor loading Vertical Reaction (lbs) 392 392 392 Passed (100%) Bearing 1 under Floor ALTERNATE span loading Moment (FI -Lbs) 1106 1106 1972 Passed (56%) MID Span 1 under Floor ALTERNATE span loading Live Load Deb (in) 0.135 0.289 Passed (L/999+) MID Span 1 under Floor ALTERNATE span loading Total Load Defl (in) 0.186 0.578 Passed (1)834) MID Span 1 under Floor ALTERNATE span loading -Deflection Criteria: STANDARD(LL:U480,TL:U240). Additional checks follow. -Right Overhang:(LL:0.200", TL:2U240). -Allowable moment was increased for repetitive member usage. - -Bradng(Lu): All compression edges (top and bottom) must be braced al 6' 3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered. -The load conditions considered in this design analysis include altemate member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and staled dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -Solid sawn lumber analysis is in accordance with 1997 NDS methodology and is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the analysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Building Code UBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: Copyright a 2005 by Trus Joist, a Weyerhaecser auslcess OPERATOR INFORMATION: Steve Goolsby Evergreen Wholesale Lumber E 19207 Cataldo Ave Greenacres, WA 99016 Phone : 509 928 7282 Fax : 509 926 8122 steve.goolsby©stocksuppty.com Jun 12 06 07:40a Shaun Hoag 509-924-9027 p.4 31t� iZr11818^ 3 Pcs of 1 1/2" x 9 1/4" 1.6E Solid Sawn Douglas Fir #2 TJ -Boom® 620 Serial Numbori 7005118184 User: t E?2mVerion: 630.16 11:49.47 AM Pogoe2 Engine Version: THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by This Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -Solid sawn lumber analysis is in accordance with 1997 NDS methodology and Is solely presented for comparison purposes. Program limitations and assumptions about this analysis are available through the software's On-line Help. Trus Joist does not warrant the anaysis nor the performance of solid sawn lumber materials. -Allowable Stress Design methodology was used for Building Code UBC analyzing the solid sawn lumber material listed above. -Note: See TJ SPECIFIERS / BUILDERS GUIDES for multiple ply connection. PROJECT INFORMATION: Copyright 0 2005 by Trus Joist, a Wcyorheousur Business OPERATOR INFORMATION: Steve Goolsby Evergreen Wholesale Lumber E 19207 Cataldo Ave Greenacres, WA 99016 Phone : 509 928 7282 Fax : 509 926 8122 steve.goolsby@stocksupply.com