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2011, 12-01 Permit App: 11003763 Remodel Project Number: 11003763 Inv: 1 Application Date: 12/1/2011 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: , „.9ii LIiu4i. Permit Use: ENCLOSE BREEZWAY FOR NEW BATHROOM& Contact: MILLIKEN ETUX,P CLOSET Address: 10906 E 22ND AVE C-S-Z: SPOKANE,WA 99206-5633 Setbacks:Front Left: Right: Rear: Phone: (509)924-9889 Group Name: Site Information: Project Name Plat Key: 001393 Name: KOKOMO TOWNSITE(FEES) District: Sout Parcel Number: 45282.3331 Block: Lot: SiteAddress: 10906 E 22ND AVE Owner:Name: MILLIKEN ETUX,P Address: 10906 E 22ND AVE Location::CSV SPOKANE,WA 99206-5633 Zoning: R-3 SF Res District Water District: Hold: ❑ Area: 15,210 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: T-_ � ,miu� . Review Building Plan Review Released By Originally Released: 11/30/2011 By: tmelbourn Building Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation 1&2 FAMILY R-3 VB 128 $12,921.60 128 $12,921.60 Totals: 128 $12,921.60 128 $12,921.60 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $223.25 WSBCC SURCHARGE 1 SELECT $4.50 SF PLNS RVW<7999 SQ FT 1 SELECT $89.30 Permit Total Fees: $317.05 Operator: JD Printed By: JD Print Date: 12/1/2011 Project Number: 11003763 Inv: 1 Application Date: 12/1/2011 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit — -- _ Mechanical Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Item Description Units Unit Desc Fee Amount DUCT WORK SYSTEM 1 NUMBER OF $11.00 VENTILATING FANS 1 DUCT 1 NUMBER OF $11.00 APPL VENTS INSTL/MOVE/RPL 1 EACH $10.00 Permit Total Fees: $32.00 Plumbing Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Item Description Units Unit Desc Fee Amount TOILETS/BIDETS 1 NUMBER OF $6.00 SINKS 2 NUMBER OF $12.00 SHOWERS 1 NUMBER OF $6.00 CLOTHES WASHER 1 NUMBER OF $6.00 WATER PIPING-DWV 1 NUMBER OF $6.00 Permit Total Fees: $36.00 Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $317.05 $317.05 $89.30 $227.75 Mechanical Permit $32.00 $32.00 $0.00 $32.00 Plumbing Permit $36.00 $36.00 $0.00 $36.00 $385.05 $385.05 $89.30 $295.75 Disclaimer: Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: JD Printed By: JD Print Date: 12/1/2011 Community Develtpment Department (Staff Use Only) Permit Center SCITY 11703 East Sprague Avenue, Suite B-3 PERMIT NUMBER: 1/— 3743 okane Spokane Valley, WA 99206 Tel: (509) 688-0036 PERMIT FEE: Valler Fax: 688-0037 permitcenitcenter@spokanevalley.orq RESIDENTIAL CONSTRUCTION PERMIT APPLICATION LI NEW CONSTRUCTION Egi ADDITION/REMODEL El ACCESSORY BUILDING 0 DECK 0 OTHER ___ : SITE ADDRESS: ( © g0 Co Cr a2hd _: __,,, ASSESSORS PARCEL NO.: LEGAL DESCRIPTION ' BUILDING OWNER NAME: " '`` r= . I ! is i NAME: PA(/ L 1 L L! IC e vl ADDRESS: /©5O( ash c ( � 4 CITY: 5 f t, ka m.e v Gl.`(e y STATE: 4000,9 ZIP: 9 i'z e 6 PHONE: s-d q 7 2 / 9g i '7 FAX: CELL: 5-0 q 9 k7 9 Sz CJ CONTACT NAME: -PA- C.'L /2 ,LLike 4/ PHONE: FAX: CELL: • CONTRACTOR NAME: $ e 4_ MAILING ADDRESS: • CITY: STATE: ZIP: PHONE: FAX: CELL: CONTRACTOR LICENSE No.: EXPIRES: CITY BUSINESS LICENSE NO.: DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE: .._ . - _ LI�CC --ts-. l4 � t _ fAtIn 12-, ****YOU MUST COMPLETE THE FOLLOWING**** J MARK N/A IF NOT APPLICABLE Height to Peak: Dimensions: tic , No. of Stories: Total Habitable /V/4 O x/!o /1//A Space: /2 ej 4 y- Main Floor SQ FT: Upper Floor SQ FT: Unfinished Basement SQ Finished Basement S /40 /2(f"sr /✓//7 /V/A FT: /l/4% FT: /t /' Garage SQ FT: Deck/Covered Patio SQ Impervious Surface 30% Slopes on A/ //V FT: A///4 Area: Property: N//� No. of Bedrooms: Construction Type: jaao/ Heat Source: 4a 5 ewe.por Septic: TOTAL COST OF PROJECT: $ 5—poo— 7 ewe') (1'4- DISCLAIMER The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit is for construction or on a dwelling,the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) The City of Spokane Valley permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted and subsequently approved before this application can be processed. Signature „.,.0 ” tA�,C�� Date: /% 7 /// Updated 1-11-11 Page 1 of 1 http://www.spokanevalley.org/filestorage/124/938/210/948/1496/Building_Permit_-_Residential_11-11-11.doc RESIDENTIAL CHECK LIST DIRECTIONS: Place a check mark in box next to each document required for complete submittal. o SITE PLAN o Property lines and dimensions o Setbacks to property lines o Direction arrow pointing North and orientation to streets o Distance between buildings o Proposed/existing buildings (footprint and dimensions) o Right of way/easement location &sizes o Utilities, septic tank/drain field locations and distances o Driveway approach size and location BUILDING PLANS (3 SETS) (minimum 1/8 inch scale or completely dimensioned) ❑ Elevations(Front/Rear/Sides)with roof peak and wall height including basement: ❑ Foundation Plan (crawlspace, basement or slab on grade): o Footing sizes and locations o Supporting wood cripple walls or beams o Perimeter concrete foundation wall sizes o Thickened concrete pads supporting o Crawlspace ventilation beams or girder trusses ❑ Floor Plan of each level (finished or unfinished)with dimensions: o Floor Joist direction, size and spacing o Window and door location and sizes o Header, beam or concrete lintel sizes o Window well locations if applicable o Brace wall panel locations ❑ Room usage labels o Water heater and furnace locations o Smoke detector locations o Exhaust fan locations o Attic and crawl space access locations o Deck or concrete patio sizes and locations o Fire Wall construction ❑ Roof Plan: o Engineered truss direction and spacing o Ridge, eave and valley lines o Rafter and over frame direction, size and spacing o Beam and girder size and location ❑ Wall Section Detail including: Roof o Slope/roofing material/underlayment/ ice dam protection ❑ Truss or rafter size, spacing &connection o Sheathing size and type o Attic insulation/air space baffle/ventilation Ceiling o Joist size and spacing o Size of ceiling gypsum wall board Wall o Height/top plate/stud size and spacing/sole plate o Siding/exterior house wrap/anchor bolts o Exterior sheathing size and type ❑ Insulation, vapor barrier, gypsum wall board Floor o Joist size and spacing ❑ Sheathing or concrete floor size/insulation Foundation Wall o Concrete or Masonry unit width o Footing bottom to finished ground level depth o Earth to wood separation distance o Horizontal &vertical reinforcement if any Footing o Size o Reinforcement if any Radon o Passive system with 6mil vapor barrier ❑Active system with 6 mil vapor barrier Miscellaneous Construction Details ❑ Deck: o Floor plan/side view/dimensions o Footings/post/and beam size and locations o Floor Joist/decking direction, size and spacing O Stairway tread rise&run and nosing 0 Handrail/Guard height&spacing Permit Center *Wane11703 E Sprague Ave,Suite B-3 PERMIT NUMBER: P Spokane Valley,WA 99206 'alley (509)688-0036 FAX:(509)688-0037 PERMIT FEE: permitcenter@spokanevalley.org Community Development _Plumbing Permit Application n Commercial ✓Residential SITE ADDRESS: i o 91196. ,2a ti 1 Building Owner .r Name: 19 Phone: Fax: Address: /G,1 e ECi a a /� y. State: Zip: G/ �� � P����� L�r�11 c GL66/A 92 Contractor /?)11/se k� Name: Phone: Fax: Address: City: State: Zip: License No: City Business Lic: Contact/Project Manager: Name: Phone: #OF UNITS PLUMBING FIXTURE ON A TRAP ,+ TOILETS / URINALS TUBS SHOWERS(per trap) Lay/Basins,Bar,Floor,Kitchen,Laundry,Utility,Janitor,Photo,X-ray,Food, SINKS Prep/Culinary Meat DISHWASHER CLOTHES WASHER f GARBAGE DISPOSAL WATER SOFTNER FLOOR DRAIN Area,Case,Coil,Trench,Condensate ROOF DRAIN/OVERFLOW DRAINS FOUNTAIN,DRINKING WATER PIPING/DRAIN-IN WASTE Installation,Alterations,Repair,Reversals WATER USING DEVICE Ice and/or Coffee maker,hose bib,steamer proofer,carbonator,swamp cooler PRIVATE SEWAGE DISPOSAL SYSTEM WATER HEATER If Gas,See Mechanical INDUSTRIAL WASTE PRETREATEMENT INCEPTORS Including traps,vents except kitchen type grease interceptors functioning as fixture traps REPAIR OR ALTERATION Water piping,drainage or vent piping ATMOSPHERIC TYPE VACUUM BREAKER BACK FLOW PROTECTIVE DEVICE Other than atmospheric type vacuum breakers MEDICAL GAS INCEPTORS OCASH ❑CHECK 0 VISA 0 MC EXPIRES: Card# VIN: SIGNATURE: CURRENT FEES AVAILABLE AT:http://www.spokanevalley.orq/under the quick links for Forms,Master Fee Schedule. http://www.spokanevalley.org/uploads/Community Development/Documents/Forms/Building/PlumbingPermitApplication040309.doc Permit Center *Mime11703E Sprague Ave,Suite B-3 p Spokane Valley,WA 99206 PERMIT NUMBER: Walley (509)688-0036 FAX(509)688-0037 PERMIT FEE: Community Development Permitcenter@nspokanevallev.org Mechanical Permit Application I I Commercial R-Residential SITE ADDRESS: Building Owner Name: F7 U L MILL/ke 4 Phone: SOg 1 y 9 g.7 Fax: Address: /0 9D 6 E 2.gn d City:5 f,/LKe (/r/c..//et State: tux Zip: /?Zo Contractor Name: C /t6 Phone: Fax: Address: /1/1/.5* City: State: Zip: License No: City Business Lic: Contact/Project Manager: Name: Phone: #U N ITS FURNACES&SUSPENDED HEATERS-INSTALLATION OR RELOCATION Up to&including 100,000 BTU FURNACES&SUSPENDED HEATERS-INSTALLATION OR RELOCATION Over 100,000 BTU DUCT WORK SYSTEM / HEAT PUMP/AIR CONDITIONER 0-3 TON AIR CONDITIONER Over 3-15 TON AIR CONDITIONER Over 15-30 TON AIR CONDITIONER Over 30-50 TON AIR CONDITIONER Over 50 TON GAS WATER HEATER GAS PIPING SYSTEM(each outlet) GAS LOG,FIREPLACE,&GAS INSERT APPLIANCE VENTS INSTALLATION,RELOCATION,REPLACEMENT REPAIRS OR ADDITIONS BOILER,COMPRESSORS,ABSORPTIONS SYSTEM 0 to 3 hp-100,000 BTU or less BOILER,COMPRESSORS,ABSORPTIONS SYSTEM Over 3-15 hp—100,001 to 500,000 BTU BOILER,COMPRESSORS,ABSORPTIONS SYSTEM Over 15—30 hp -500,001 to 1,000,000 BTU BOILER,COMPRESSORS,ABSORPTIONS SYSTEM Over 30 hp-1,000,001 to 1,750,000 BTU BOILER,COMPRESSORS,ABSORPTIONS SYSTEM Over 50 hp—over 1,750,000 BTU AIR HANDLER(DOES NOT include ducting) Each unit up to 10,000 cfm,including ducts AIR HANDLER(DOES NOT include ducting) Each unit over 10,000 cfm EVAPORATIVE COOLERS(other than portables) VENTILATION AND EXHAUST Each fan connected to a singe duct X VENTILATION AND EXHAUST Each ventilation system VENTILATION AND EXHAUST Each hood served by mechanical exhaust INCINERATORS Installation or relocation of residential INCINERATORS Installation or relocation of commercial APPLIANCES Range,Clothes Washer UNLISTED APPLIANCES Under 400,000 BTU UNLISTED APPLIANCES Over 400,000 BTU HOOD Type I HOOD Type II L P STORAGE TANK WOOD OR PELLET STOVE INSERT WOOD STOVE SYSTEM—FREE STANDING EXPIRES: VIN: ❑CASH D CHECK D VISA DMC CARD#: SIGNATURE http://www.spokanevalley.org/uploads/Community—Development/Documents/Forms/Building/MechanicalPermitApplication040309.doc of Ciq qr 6 INIENCIIIMCI ,� ' '., , ' 4 SPOKANE , ,:iiii,„ t 1 • u 4 4 k,heney coy o ie� A;.,�,t L .. Deer Parks. lite► ','.,'‘' . _ 'Valk,. 2009 Energy Code Information Residential Application Submittal * Completed Prescriptive or Component Performance forms are required at time of residential application submittal E Forms are available in electronic format(Excel spreadsheet)at: http://www.energy.wsu.edu/BuildingEfficiency/EnergyCode.aspx * Paper copies of the forms will be available at each jurisdiction -0 Jurisdictions will provide assistance for completing forms as resources are available - Some Jurisdictions lack staffing to provide personal assistance - Consultants are commercially available to provide professional assistance and should be used as a primary resource. E Alternate prescriptive paths are available for Climate Z e 2' TABLE 6-2 PRESCRIPTIVE REQUIREMENTS°''FOR SINGLE-FAMILY RESIDENTIAL CLIMATE ZONE 2 Glazing U-Factor Wall-int' Wall-ext4 0 Option Glazing Area10: Door' Vaulted Wall"Above Slabs on p %of Floor Vertical Overhead" U-Factor Ceiling, Ceiling' Grade Below Below Floors Grade Grade Grade I. 12% 0.32 0.50 0.20 R-49 or R-38 R-38 R-21 Int' R-21,TB R-12 R-30 R-10,2' II.* 15% 0.32 0.50 0.20 R-49 or R-38 R-38 R-19+R-5 R-21,TB R-12 R-30 R-10,2' Adv. III. Unlimited 0.30 0.50 0.20 R-49 R-38 R-38 R-19+R-5 R-21,TB R-12 R-30 R-10,2' Alt 1 15% 0.30 0.50 0.20 R-4 AdvR-38 R-38 R-21 Int R-21, TB R-12 R-30 R-10,2' Alt 2 18% 0.28 0.50 0.20 R-60 Adv. R-60 Adv. R-21 Int R-21, TB R-12 R-38 R-10,2' R-35 Alt 3 18% 0.28 0.50 0.20 R-49 Adv. R-49 Adv. (2 pound R-21, TB R-12 R-38 R-10,2' foam in cavity) * Reference Case 0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed.For example,if a proposed design has a glazing ratio to the conditioned floor area of 13%,it shall comply with all of the require- ments of the 15%glazing option(or higher).Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings complying with note 3.'Adv'denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-12 continuous,or on the interior as a framed wall.Exterior insulation installed on below grade walls shall be a water resistant material,manufactured for its intended use,and installed according to the manufacturer's specifications.See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material,manufactured for its intended use,and installed according to manufacturer's specifications.See Section 602.4.For slabs inside a foundation wall,the insulation shall be installed to provide a thermal break(TB)between the slab edge and the foundation.Monolithic slabs shall in clude insulation,installed outside the foundation wall,and shall extend downward from the top of the slab for a minimum distance of 24 inches or downward and then horizontally for a minimum combined distance of 24 inches.Monolithic slabs shall also include R-10 insulation under the non-load-bearing portions of the slab. 7. Int.denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. 8. Reserved. 9. Doors,including all fire doors,shall be assigned default U-factors from Table 10-6C. 10. Where a maximum glazing area is listed,the total glazing area(combined vertical plus overhead)as a percent of gross conditioned floor area shall be less than or equal to that value.Overhead glazing with U-factor of U=0.35 or less is not included in glazing area limitations. 11. Overhead glazing shall have U-factors determined in accordance with NFRC 100 or as specified in Section 502.1.5. 12. Log and solid timber walls with a minimum average thickness of 3.5"are exempt from this insulation requirement. • * Check with the jurisdiction to determine if they accept electronic submittal of completed Prescriptive or Component Performance forms * Check with the jurisdiction to determine what Outdoor Temperature is acceptable for the purpose of sizing equipment • All jurisdictions will accept forms from a third party reviewer. Initially most jurisdictions will spot check submitted forms to assure that current code values are being properly applied. • Blank duct testing affidavits and Compliance Certificates will be provided by each jurisdiction in the residential permit packet materials. * All jurisdictions will require a copy of the completed Compliance Certificate at the time of final and before a Certificate of Occupancy will be issued. * Contractors may use Compliance Certificates with their logo or other imagery in lieu of the State form as long as they contain the same information fields as the Washington State form * Equipment sizing calculations must be submitted with permit application materials. Residential Inspection Process Duct Leakage Testing: * Duct testing must be completed and the completed affidavit provided to the inspector before approval to"cover"will be issued. Testing at mechanical rough-in is highly recommended but in no case can this test be conducted later than when the insulation inspection is approved and GWB can be installed. Results must be recorded on Compliance Certificate * Duct testing affidavit must be prepared by a certified individual * The WSEC has some exceptions to the requirement for duct testing. See WSEC section 503.10 -0 Conditioned air ducts may not be installed in the exterior building envelope • Building cavities may not be used as conditioned air ducts * Environmental ducts may displace the minimum amount of insulation required to extend the duct to the exterior of the building envelope as required by code Building Air Leakage Testing: 3 Blower door testing must be completed and results recorded on the Compliance Certificate no later than the time of final and prior to issuance of a Certificate of Occupancy. Jurisdictions will conduct some spot checking of blower door tests. Builders will be notified initially at the time of permit issuance,and as time progresses,randomly by the inspector during the construction process if a required blower door test for a permitted residential structure is to be witnessed by jurisdiction staff. 30 Be especially aware of sealing around tub/shower traps -F Important!!!The Building Air Leakage test must pass with the code specified rate-there are no excep- tions or remedies in the WSEC!!! Interior Lighting: - A minimum of 50%of all luminaries shall be"high efficacy luminaries"as defined in the WSEC. Examples of "high efficacy luminaries"include: pin based compact fluorescent bulbs(CFL),LED. Linear fluorescent fixtures must be fitted with T-8 or smaller lamps. Training videos/presentations available at WSU Energy Program Office website http://www.energy.wsu.edu/BuildingEfficienc_y/EnergyCode.aspx See-Compliance Publications&Help See-Prescriptive Method(2009 WSEC Chapter 6) Click on—Prescriptive Climate Zone 2 Or See-Component Performance Approach(2009 WSEC) Click on- CPWorksheet Please note that while every effort is made to assure the accuracy of the information contained In this brochure it is not warranted for accuracy.This document Is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investigation. For detailed information on a particular project,permit,or code requirement refer directly to applicable file and/or code/regulatory documents or contact the appropriate division or staff. Rev.01/11 Page Project:Milliken Terry Mourning Location:RB1-shower i wTerry L.Mourning&Assoc.Inc. Roof Beam Spokane,WA. or [2006 International Building Code(2005 NDS)] (2)1.5 IN x 7.25 IN x 4.0 FT #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 8.0.107.0 10/25/2011 7:58:57 AM Section Adequate By:52.0% Controlling Factor:Moment CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM_ Live Load 0.02 IN 02117 Dead Load 0.01 In Total Load 0.03 IN 01509 Live Load Deflection Criteria:U240 Total Load Deflection Criteria:L/180 REACTIONS A a Live Load 1200 lb 1200 lb Dead Load 484 lb 484 lb Total Load 1684 lb 1684 lb Bearing Length 0.90 in 0.90 in SEAM DATA W•. . . Span Length 4 ft Unbraced Length-Top 2 ft —411 Unbraced Length-Bottom 0 ft Roof Pitch 4 :12 Roof Duration Factor 1.15 ROOF LOADING MATERIAL PROPERTIES Side One: #2-Douglas-Fir-Larch(North) Roof Live Load: LL= 40 psf page Values A4usted Roof Dead Load: DL= 15 psf Bending Stress: Fb= 850 psi Fb'= 1169 psi Tributary Width: TW= 14 ft Cd=1.15 CI=1.00 CF=1.20 Side Two: Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Uve Load: LL= 40 psi Cd=1.15 Roof Dead Load: DL= 15 psf Modulus of Elasticity: E= 1600 ksi E= 1600 ksi Tributary Width: TW= 1 ft Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi Wall Load: WALL= 0 plf Comp.-I-to Grain: Fc--i-= 625 psi Fc- = 625 psi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Mo1684 ftIb Adjusted Beam Length: Lad)= 4 ft Controlling Moment:left support Beam Self Weight: BSW= 5 Of 2.0 ft from Created by combining all dead and live loads. Beam Uniform Live Load: wL= 600 pit Controlling Shear: 1179 lb Beam Uniform Dead Load: wD_adj= 242 plf Total Un At a distanced from support. Uniform Load: wT= 842 pif Created by combining all dead and live loads. Comparisons with required sections: fieq'd Provided Section Modulus: 17.29 in3 26.28 in3 Area(Shear): 8.54 int 21.75 in2 Moment of Inertia(deflection): 11.36 in4 95.27 in4 Moment: 1684 ft-lb 2560 ft-lb Shear: 1179 lb 3002 lb page Project:Milliken Terry Mourning Location:RB2-master bath doorway ,,;; Terry L.Mourning&Assoc.Inc. Roof Beam *Iv 404*" : Spokane,WA. of [2006 International Building Code(2005 NDS)] 1.5 IN x 5.5 IN x 2.5 FT #2-Douglas-Fir-Larch(North)-Dry Use StruCaic Version 8.0.107.0 10/25/2011 7:57:59 AM Section Adequate By:20.5% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.02 IN U1893 Dead Load 0.01 in Total Load 0.02 IN U1354 Uve Load Deflection Criteria:U240 Total Load Deflection Criteria:L/180 REACTIONS A B Uve Load 750 lb 750 lb Dead Load 299 lb 299 lb Total Load 1049 lb 1049 lb Bearing Length 1.12 in 1.12 in BEAM DATA 2.5ft Span Length 2.5 ft Unbraced Length-Top 2 ft Unbraced Length-Bottom 0 ft ROOF LOADING Roof Pitch 4 :12 Side One: Roof Duration Factor 1.15 Roof Uve Load: LL= 40 psf MATERIAL PROPERTIES Roof Dead Load: DL= 15 psf #2-Douglas-Fir-Larch(North) Tributary Width: TW= 14 ft Base Values Adjusted Side Two: Bending Stress: Fb= 850 psi Fb'= 1253 psi Roof Live Load: LL= 40 psf Cd=1.15 CI=0.99 CF=1.30 Roof Dead Load: DL= 15 psf Shear Stress: Fv= 180 psi Fv'= 207 psi Tributary Width: TW= 1 ft Cd=1.15 Wall Load: WALL= 0 plf Modulus of Elasticity: E= 1600 ksi E= 1600 ksi SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi Adjusted Beam Length: Ladj= 2.5 ft Comp. to Grain: Fc- = 625 psi Fc- = 625 psi Beam Self Weight: BSW= 2 plf Beam Uniform Live Load: wL= 600 pH Controlling Moment: 655 ft-lb Beam Uniform Dead Load: wD_adj= 239 plf 1.25 ft from left support Total Uniform Load: wT= 839 plf Created by combining all dead and live loads. Controlling Shear: 671 lb At a distanced from support. Created by combining all dead and live loads. Comparisons with required sections: Read provided Section Modulus: 6.28 in3 7.56 in3 Area(Shear): 4.86 in2 8.25 in2 Moment of Inertia(deflection): 2.76 in4 20.8 in4 Moment: 655 ft-lb 790 ft-lb Shear: 671 lb 1139 lb - • 1o7'0Z :t2o -" 6°1r -7ill "Z ... S JF3 s (`r-a ri 1____— ..-ris4M SIX 1 ( *� 1 ,i`? r(r'i r>;-4 ,): err--, i , - :7,;,...=-7•.--,:;:,,,,r. =.4 / Pz ^ -17 4-7- --- C $ ��'Iff XDY �6� i•--- , � —. YV 71) i iL 3"J et:-y, I '1-140 i x7.-1 tlj•y (,,Z 1 r r —ri�iS�l 1 I v1 . . h9 G'L ��r � ,� ! ,� ; ! t- 11-^4 �/ �?�� ),�! , 1 1 1 ! ^iru.4,:A." 'I . ) ttai� R 1 ,y14,4_, �r 1(77 TsAi + dit 1` mt tvt f heft i _ i -. ,__ ! 1 6\I }} i [ ! -4 1 1I N7N'-'52x5 --iie -, / r • ow .• , .- . ' K.T.NV. \41 . 7 • '.0 l'-- • TO\ . . 4....,.......... r........,....w.,• • , . I \ .,. i•--\ C . - \ ("--.' \ ,, . c.vs \ T1 , • i I \.. -.-k, WE, _.-N, I--- i--ki \ \ V\ ' \ "-PK.1)1 N ' I1 •-LK: `3"-Li 1 \ 4A,"-/,‘` 0 1 DI 0,i,11 -.,t •V 0 • ; ', 1,.. •-• ....1 ,.ii t) 0 Z.vo \T" . c\ , T. ,-. ---1 ,-1 ___.-L. . .> 1 0 I r •I''A'k- .' \ 0 „... ) ,. , .,• _,,.• , , _...„..--._. . , -,,.. . t. / -1 ./..._ .i„,.. •. T m c? 1 1 Lk:-____, ____,.....___ ,,....._ , _ L :,, , 4.,- ' _ • - - ------ ----_ --::-- . 1 —o p k cc‘ - v ..-1.. x ..14 Ts ' \-4 0 cvt • „ . E. tl, rj-1- . 3 V V- l'.a' ,). • Icy; -f 7- - 1 i r. ii , 71,. !, , K. I\ c • , , 1 1 ccc t I 1 1 4..I , ,k ...n ,•.,.,•,,r,.:, Fr-(,-1 ..14,31 . em-4 rz pp.). --- . t 7 rt ri* c)y , , % m it,... \--- i ...._ __.. ,,_ t .1- I ------4 , e•-• -rtt:'zi-,) c. 1 _J: . 1 i_- 1 i.,.,,, ill P 7 :-,.-,-4. 1:71\ r I i-4.-;,:-.);----.&............ i.rile, -------_,___ :-c- I '35 1 pt :t.13 ,,:-C, 7 'z- .....§),....- Or) o 1 - -" ' 1 T.--.•V 0-th, - .7( • 1 • .4\-1\—:\ :'°0 7...... ' . N 11 . ''''',.., \.. •'1. ...__. . Ck 1 1 T --- -.& - R F C'' C...., F' •:P -) I -i...,. . r 0'rr •1 .L RRY I.,. i'v% 1,J RN I 1\1 .. , ... .., . . ,, . :. 5 0 9 - 5 3 6 - 4 2 5 2 TERRYMOURNING@YAHOO . COM TrOgIMI :,7'r" .�G "r. xP.4P7.R.n.`w.r,•.4".P,.7 ..nr�rl... .r. Irirr +117,r '. Target Date sheet San For city Use Only PLUS Project i(x)57 pokane\11Project Address _ rtd Valley® v 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.720-5240 ♦ Fax: 509.688.0037 • permitcenter®spokanevalley.org As part of our on-going commitment to customer service during the review process of your project application,we are providing you with a TARGET DATE for the initial technical application review. If for any reason we cannot meet this date,we will contact you with a revised target date. Your application review TARGET DATE is 1 2) (o \1 The TARGET DATE is the date we estimate your project application will have had its initial technical review. It is not the date for approval or permit issuance. Tips for a Smoother Project Application Review > Submit complete,accurate plans and documents. Extra time may be required for re-submittals as project application reviewers work on multiple applications and it may be several days before they can look at your new or revised information. > Designate a specific contact person to communicate with the City. While the person designated as the applicant's contact person with the City can be changed, one individual with the expertise for dealing with reviewer comments would be the best choice for the entire review process. > Call staff regarding the status of your project only after the target date shown at the top of the page. Although you should be contacted on or by the target date,please feel free to contact us if you haven't heard from us by your target date.Staff may contact you before the target date if the initial review is complete.By following this procedure,you will save time and allow the reviewers to complete the work more expeditiously. Steps in the Permit Process 1. Counter Complete. Your application has been accepted as counter complete. This means all of the required documents, as indicated on your Pre-Application Checklist have been submitted or have been approved for deferred submittal. This does not prevent technical staff from requesting additional information as a result of their technical review. 2.Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free from substantive flaws that would prevent technical staff from completing the technical review once it is started. When this step is complete,your application will be routed to the appropriate staff and remain in their review queue until it comes up for review. 3.Technical Compliance.Once an application is administratively complete,it is routed to technical staff for compliance review. Depending on the type of project,technical staff may include multiple reviewers. You should be contacted by phone,fax,email, or mail by your TARGET DATE once the initial technical compliance review is complete. 4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re- submittals, each reviewer will approve their section of the application and route it to the Permit Center.When all sections of the application are received,a Permit Specialist will process the application and contact the person specified on your application for permit pick-up.Information regarding fees and pre-construction meetings(if required)will be provided by the Permit Specialist at that time. CD-003 V-7/06-21-11 Page 1 of 1