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2008, 05-21 Permit App: 08001858 Support BeamsProject Number: 08001858 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 5/21/2008 Page 1 of 2 Project Information: Permit Use: BEAMS TO SUPPORT STRUCTURE Contact: ALL AMERICAN CONCRETE & CONST Address: 10314 E 6TH C - S - Z: SPOKANE VALLEY, WA 99206 Setbacks: Front Left: Right: Rear: Phone: (509) 951-1717 Group Name: Site Infortnation: Project Name: Plat Key: 001288 Name: HUTCHINSONS ADD District: Nort Parcel Number: 45184.1034 SiteAddress: 8903 E MAIN AVE Location:: CSV Zoning: UR -3.5 Water Distnct: Block: 25 Lot: 1315 Urban Residential 3.5 Area: 9,000 Sq Ft Width: 57 Nbr of Bldgs: 2 Nbr of Dwellings: 1 Owner: Name: PRITZL, JASON D Address: 8903 E MAIN AVE SPOKANE, WA 99212 Hold: ❑ Depth: 155 Right Of Way (ft): 0 Review Information: Review Building Plan Review Released By: Originally Released: 5/21/2008 By: tmelbourn Permits: Building Permit Contractor: ALL AMERICAN CONCRETE & Firm: ALL AMERICAN CONCRETE & C Address: 10314 E 6TH Phone: (509) 951-1717 SPOKANE VALLEY WA 99206 This Application: Total Project: Description Grp Type Notes So Ft Valuation Sq Ft Valuation 1&2 FAMILY R-3 VB SUPPORT 0 $4,500.00 0 $4,500.00 BEAMS Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Totals: 0 $4,500.00 0 $4,500.00 Units Unit Desc Fee Amount I SELECT $111.25 1 SELECT $4.50 1 SELECT $44.50 Operator: JD Printed By: jmm Permit Total Fees: $160.25 Print Date: 5/21/2008 Project Number: 08001858 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 5/21/2008 Page 2 of 2 Notes• Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $160.25 $160.25 $0.00 $160.25 $160.25 $160.25 $0.00 $160.25 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: jmm Print Date: 5/21/2008 Spokane #Malley° Community Development Residential Construction n New Construction Permit Application ❑ Addition/Remodel n Other: Permit Center 11703 E Sprague Ave, Suite B-3 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 www.sookanevalley.org PERMIT NUMBER: % XS-1)PERMIT FEE: / 60 is-- Accessory SR Accessory Bldg Deck SITE ADDRESS: q -t 03 sf t (I Ike c4JA g'9 atL ASSESSORS PARCEL NO: LEGAL DESCRIPTION: - \� iF.�l "'•`"tL[ iii _'T _�` : :�,`�i: Y;i�`� Buitdin 'Owneri_ S ._ : ' ,, s -,..` t..>>. ii. P� .. _ z� -lt '.+c ._s-�-.d:'3�`.;-� 'Zf`-;Fi-�.A ..i -_y ��; A:-:::. `lam .I, T3+`Vr' _Y µCon't'ractor. ' ..,:.-,,: c`�>�z:�_Es:,�.-'`.s-- ____._ :8...r:_ r='u..af Name: SAJ, /et74.._ -�( tPL Name: Ai 1 Art P,< rcA-.. co - -&.F CQ c,t 'onsA ,<- Address: 1703 , . /tiA /n Address: /O? , ,, Gds City: Slo l//id State: t__, 4 Zip: y'ta , City: 790 ✓PZ_ State: tj,..,A Ztp:cy`/Go , Phone: So9 ,_`(-1_1.71''1 Fax: s09-89/_ 992, Phone:sof. R N37 5 Fax: FINISHED ASEMENT SQ. FTG: Contractor Lic No: Exp Date: At AMAC Lz5)C Iltolzc(o 3 .,,. - .. ,n., .,.y.y_. 'r.:^v�,i`,y;,-'-''Ni :-cb':.,n Contact'.Perso0_. ;� ,., `: � r'-;t;.,;;>,ki, , � ... , ...._ 2- .e�_ . DECK/COV. PATIO SQ. FTG: -c City Business Lic. No: ON RTY: # OF BEDROMS: / CONSTRUDTION Name: Jot Coc1.fn' HEAT SO RCE: Phone: els/— /7/`) OR SEPTIC? Describe the scope of work in detail: Cost of Project: $ 1/5-00 o �iCO ,tel -x- (To liff -C>�I rift JL(iio (Lb- fA 0->ai CoAePac -iT Proposed Use: `f' SIn//c c9 t-<4 IA- ` L **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: (l,/4- DIMENSIONS: /1 A # OF STORIES: h A- TOTAL HABITABLE SPACE: vk'4 - MAIN FLOOR TO SQ. FTG: 2Nu FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: FINISHED ASEMENT SQ. FTG: GARAGE Q. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES PROP ON RTY: # OF BEDROMS: / CONSTRUDTION TYPE: HEAT SO RCE: SEW4R OR SEPTIC? The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of 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) This 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:7 SIGNATUR G �� Method of Payment: 0 Cash j . Check Bankcard° : Authorized Signature: REVISED 2/15107 0 Mastercard Expires: DATE: 5/ ( r iaq ❑ VISA VIN#: �v, � ,t-c(/.tr Spokane 11703 E Sprague Ave Suite B-3♦ Spokane Valley WA 99206 ♦509.688.0036 1 Fax: 509.688.0037 • Valley" 1E1Completed Building and Mechanical Application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature and date. ❑X Three (3) sets of plans including Site Plan, elevations, floor plans, foundation plans with details, roof plan, framing plans and details. Ex Show the height of any proposed buildings or accessory structures. EX Floor plan for each floor: Dimension to scale(minimum 1/8") and label each room (including sq footage of house and garage on plans) show each level of existing house and square footage of any additions. �X Egress windows: Provide at least one window or exterior door approved for emergency escape or rescue from basement and in every room for sleeping. ❑X Floor framing details: Joist type, size, spacing and installation details. EX Roof framing plan and details Furnace and hot water heater location All header locations: type, size and connections �X Foundation plan �X Insulation information ❑X Decks and Stairway details All braced wall panel types: show locations and details of installation, including engineered design Smoke detector locations 22" x 30" attic access location 18" x 24" crawl space access One-hour separation detail: between house and garage Spokane _ Valley PERMIT CENTER Project Transmittal 11703 B Sprague Ave. Suite B-3 Spokane Valley WA 99206 Phone: 509.688.0036 Fax: 509.6X5.0037 New Application/Pre-Application ❑ Response to Review Comments Revisions to Application Other (Describe Below): 0 Route to (Please check all that apply): Provide one of the following (REQUIRED FOR ACCEPTANCE): PLUS Project #: O �o / �S`5 Parcel Number: Site Address: D /It Pro ect Contact Information: Name. t 272/2:4 ?liaCi Pit/ [�f/1�,( rd Phone. CI s) Email: J` -ems Fax Relationship to Project: 0 Architect 0 Engineer 0 Other Design Professional 0 Contractor 0 Owner/Applicant DATE STAMP: Division # of Sheets/ Type of Document/ # of Copies Received by: Building g / / e6 s77c i g -Zee t/4l�a VERIFIED/INITIALS ❑ Clitt4 i 0 / / 0 // 0 / / QC Check by: ❑ Development Engineering / / VERIFIED/INITIALS o 0 / / 0 _ / / 0 QC Check by: ❑ Planning / / VERIFIED/INITIALS o / / ❑ / / t o / / ❑ QC Check by: ❑ SV Fire Department / / VERIFIED/INITIALS ❑ / / 0 / / 0 / / 0 QC Check by: Pro ect Contact Information: Name. t 272/2:4 ?liaCi Pit/ [�f/1�,( rd Phone. CI s) Email: J` -ems Fax Relationship to Project: 0 Architect 0 Engineer 0 Other Design Professional 0 Contractor 0 Owner/Applicant DATE STAMP: rijo �-, Consulting E_ngineers May 08, 2008 Jason Pritzl 8903 East Main Ave Spokane, WA 99212 Re: Prtizl Residence 8903 East Main Ave Spokane, WA 99212 Dear Jason, 10081 N. Gov't. Way Hayden, Idaho 83835 Phone: 208-772-8424 Fax: 208-772-8278 At your request, we have visited the above residence to observe the condition of the existing foundation and floor framing. The following is a list of our observed items and recommendations. 1) The residence was originally built within a few inches of the ground with no way to access the crawl space. It the time of our visit the crawl space had been excavated so that there was approximately 36 inches from the sub floor sheathing to the grade. 2) Crawl space ventilation needs to be added so that there is a minimum of 1 square ft of vent per 150 square ft of crawl space area. Provide a 6 mil polyethylene vapor barrier over the soil in the crawl space. 3) Beams and spot footings need to be added under the main part of the residence to provide adequate gravity load support. See the attached plan 1/SK1. 4) Beams, joists and spot footings need to be added under the east side addition. See the attached plan 1 /SK 1. The scope of this project was limited to the gravity support framing below the main floor sheathing and crawl space requirements. If you have any questions, please do not hesitate to call me at 208-215-6374. Sincerely, Brent Lee Cornelison, P.E. Principal 9/27/De 679 -1J - /2' b ExFip):3: r7/0 4 A F -54-r"- D 2)c! o S V s 0 4-e. IEM d�c7p� LArAtA., 03,7 LoceiDp +-a_ `7' y IA)) 4i X1i P7 F711. Po S75 C Cv /0/4 PPti4)e! '•'J/ ,4-e- Pe$7 C4-ps. FDu'tATton1 p--JL� 116 mr. P-04 4 v Consulting Engineers (208) 772-8424 p (208) 772-8278 f BY U DATE5/2/0 CHK BY DATE JOB NOt 7 SHEET � ( OF St2--riJt5J 1 J 'To 12FiJr. Pc75?_ = r5 21) = 3c 4oc c 0105) ic(eR7-lit 73-01 �z 2'K t o b P z 2 °/G -�-® l4a -t ro SLAP b7LT J o f c. -r LtXB 7F *% VicAjc 5.P P -k.3 : 5 1 1 ` 1a' , wDL = 2» lT t 1.A.L.rcots r#1r 1-1 k p jut lcorteit " t= Z{rzfr. 'LX Z x I0" F -?Gr S. �k7 , rVVLF of k4etsT. Not,SC lo'CtS\ = (So */ tAk. =iv'CQo)' k00�r� 4x'6 '(3r`i4.v✓t5 pfrt.rryc 24 x k a,7 PSS. imk- /2-r0 = 3 1L74 LtSir- '2)ctk/o" 1S*DS. BY 3 L (208) 772-8424 p (208) 772-8278 f DATE 5'2* -(Z CHK BY DATE JOB NO SHEET7i'1 OF 9 Consulting Engineers BY 3 L (208) 772-8424 p (208) 772-8278 f DATE 5'2* -(Z CHK BY DATE JOB NO SHEET7i'1 OF 9 1 Title : 5.125x15 Dsgnr: Description : Scope: Douglas Fir, 24 Job # Date: 8:23PM, 2 MAY 08 Rev. 580004 User KW -0507368, Ver 5 8 0, 1 -Dec -2003 (c)1983-2003 ENERCALC Eng,neenng Software General Timber Beam Page 1 pritzl res sow -Calculations Description Floor Beam to Support Existing Joists at Older Part of House General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 4x8 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur Factor Beam End Fixity Wood Density 3.500 in 7.250 In Sawn 1.150 Pin -Pin 35.000 pcf Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, Nc.2 Fb Base Allow Fv Allow Fc Allow E 6.00 ft Lu ft Lu ft Lu 900.0 psi 180.0 psi 625.0 psi 1,600.0 ksi 0.00 ft 0.00 ft 0.00 ft Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary 1 DL DL DL 150.00 #/ft #/ft #/ft LL LL LL , 400.00 #/ft #/ft • #/ft Span= 6.00ft, Beam Width = 3.500in x Depth = 7.25in, Ends are Pin -Pin Max Stress Ratio 0.728: 1 Maximum Moment 2.5 k -ft Allowable 3.4 k -ft Max. Positive Moment 2.50 k -ft at 3.000 ft Max. Negative Moment 0.00 k -ft at 6.000 ft Max @ Left Support Max @ Right Support Max. M allow fb 979.50 psi Fb 1,345.50 psi 0.00 k -ft 0.00 k -ft 3.44 fv 78.90 psi Fv 207.00 psi Maximum Shear *1.5 Allowable Shear. Reactions... Left DL Right DL Beam Design OK 2.0 k 5.3 k @ Left 1.67 k @ Right 1.67 k Camber: @ Left 0.000 in @Center 0.038 in @ Right 0.000 in 0.47 k 0.47 k Max 1.67k Max 1.67 k Deflections Center Span... Dead Load Deflection -0.026 in ...Location 3.000 ft ...Length/Defl 2,811.8 Camber ( using 1.5 • D.L. Defl) ... @ Center @ Left @ Right 0.038 in 0.000 in 0.000 in Total Load -0.091 in 3.000 ft 789.54 Left Cantilever... Deflection ...Length/Deft Right Cantilever... Deflection ...length/Defl Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Stress Calcs Bending Analysis Ck 31.887 Cf 1.300 @ Center @ Left Support @ Right Support Shear Analysis Design Shear ' Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Moment 2.50 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 2.00 k 9.672 int 207.00 psi 1.67 k 1.67 k Sxx 30.661 in3 CI 1668.502 Sxx Redd 22.32 in3 0.00 in3 0.00 in3 @ Right Support 2.00 k 9.672 in2 207.00 'psi Bearing Length Req'd Bearing Length Req'd Area 25.375 in2 Allowable fb 1,345.50 psi 1,345.50 psi 1,345.50 psi 0.763 in 0.763 in r 2 Title : 5.125x15 Dsgnr: Description : Scope: Douglas Fir, 24 Job # Date: 8:23PM, 2 MAY 08 Rev. 580004 User KW -0607360, Ver 58.0, 1-Oec-2003 (c)1983-2003 ENERCALC Engineering Software General Timber Beam Page 2 pntzl res.ecwCalculations Description Floor Beam to Support Existing Joists at Older Part of House Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 1.67 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in �2 Title : 5.125x15 Dsgnr: Description : Scope : Douglas Fir, 24 Job # Date: 8:23PM, 2 MAY 08 Rev. 580004 User KW -O607368, Ver 5 8 0, 1 -Dec -2003 (c)1983-2003 ENERCALC Engineenng Software General Timber Beam Page 1 pntzl res ecwCalwiations Description Floor Beam to Support new Floor Joists at old addition General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 4x8 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 3.500 in 7.250 in Sawn 1.150 Pin -Pin 35.000 pcf Center Span Left Cantilever Right Cantilever Douglas Fir- Larch, No.2 Fb Base Allow Fv Allow Fc Allow E 5.00ft Lu ft Lu ft .... Lu 900.0 psi 160.0 psi 625.0 psi 1,600.0 ksi 0.00 ft 0.00 ft 0.00 ft , Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary DL DL DL 230.00 #/ft #/ft #/ft • LL LL LL 615.00 #/ft #/ft #/ft Span= 5.00ft, Beam Width = 3.500in x Depth = 7.25in, Ends are Pin -Pin Max Stress Ratio 0.774 : 1 Maximum Moment 2.7 k -ft Allowable 3.4 k -ft Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,041.01 psi Fb 1,345.50 psi 2.66 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 3.44 fv Fv at 2.500 ft at . 5.000 ft 95.60 psi 207.00 psi Maximum Shear * 1.5 Allowable Shear. Reactions... Left DL Right DL Beam Design OK 2.4 k 5.3 k @Left 2.13k @ Right 2.13 k Camber: @ Left 0.000 in @ Center 0.028 in @ Right 0.000 in 0.59 k 0.59 k Max 2.13k Max 2.13 k Deflections Center Span... Deflection ...Location ...Length/Deft Camber ( using 1.5 @ Center @ Left @ Right Dead Load -0.019 in 2.500 ft 3,212.9 D.L. Defl) ... 0.028 in 0.000 in 0.000 in Total Load -0.067 in 2.500 ft 891.47 Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Dead Load 0.000 in 0.0 0.000 in 00 Total Load 0.000 in 0.0 0.000 in l 0.0 Stress Calcs Bending Analysis Ck 31.887 Cf 1.300 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0 000 Max Moment 2.66 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 2.43 k 11.719 in2 207.00 psi 2.13 k 2.13 k S) 30.661 in3 CI 2127.918 Sxx Redd 23.72 in3 0.00 in3 0.00 in3 @ Right Support 2.43 k 11.719 in2 207.00 psi Bearing Length Req'd Bearing Length Req'd Area 25.375 in2 Allowable fb 1,345.50 psi 1,345.50 psi 1,345.50 psi 0.973 in 0.973 in 6 t1 Title : 5.125x15 Douglas Fir, 24 . Job # Dsgnr: Date: 8:23PM, 2 MAY 08 Description : Scope: Rev 580004 UserKW-0607368. Ver 5 8 0, 1 -Dec -2003 (c}19834003 ENERCALC Engineering Software General Timber Beam Page 2 pntxl res earCalculaeons Description Floor Beam to Support new Floor Joists at old addition Query ValuesEl M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 2.13 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in 65 Title : 5.125x15 Douglas Fir, 24 Job # Dsgnr: Date: 8.23PM, 2 MAY 08 Description : Scope : Rev 580004 User KW -0607368, Ver 5 8 0, 1.Oec-2003 (c)1983-2003 ENERCALC Engireenng Software General Timber Beam Page 1 pnlzl res ecrCaicrlaaons Description Check Existing Floor Joists at Older Part of House General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 2x6 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 1.500 in 5.500 in Sawn 1.000 Pin -Pin 35.000 pcf Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.2 Fb Base Allow 900.0 psi Fv Allow 180.0 psi Fc Allow 625.0 psi E 1,600.0 ksi 7.75 ft Lu ft Lu ft Lu 0.00 ft 0.00 ft 0.00 ft Repetitive Member Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary DL DL DL 30.00 #/ft #/ft #/ft LL LL LL 80.00 #/ft #/ft #/ft Span= 7.75ft, Beam Width = 1.500in x Depth = 5.5in, Ends are Pin -Pin Max Stress Ratio 0.992 1 Maximum Moment 0.8 k -ft Allowable 0.8 k -ft Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,334.34 psi Fb 1,345.50 psi 0.84 k -ft 000k -ft 0.00 k -ft 0.00 k -ft 0.85 fv at 3.875 ft at 0.000 ft 70.07 psi Fv 180.00 psi Maximum Shear • 1.5 Allowable Shear: Reactions... Left DL Right DL Beam Design OK 0.6 k 1.5 k @ Left 0.43 k @ Right 0.43 k Camber: @ Left 0.000 in @ Center 0.117in @ Right 0.000 in 0.12 k 0.12 k Max 0.43k Max i 0.43 k Deflections Center Span... Dead Load Deflection -0.078 in ...Location 3.875 ft ...Length/Defl 1,191.2 Camber ( using 1.5 • D.L. Deft) ... @ Center 0.117 in @ Left 0.000 in @ Right 0 000 in Total Load -0.273 in 3.875 ft 340.40 Left Cantilever... Deflection ..Length/Deft Right Cantilever... Deflection ...Length/Defl Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in - 0.0 0.0 LStress Calcs Bending Analysis Ck 34.195 Cf 1.300 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Moment 0.84 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 0.58 k 3.212 in2 180.00 psi Sxx 7.563 in3 CI 434.020 Sc Read 7.50 in3 0.00 in3 0.00 in3 @ Right Support 0.58 k 3.212 int 180.00 psi Area 8.250 in2 Allowable fb 1,345.50 psi 1,345.50 psi 1,345.50 psi 0 43 k Bearing Length Req'd 0.463 in 0 43 k Bearing Length Req'd 0.463 in rj� Title : 5.125)(15 Douglas Fir, 24 Job # Dsgnr: Date: 8:23PM, 2 MAY 08 Description : Scope: Rev 580004 User. KW -0607368. Ver 5.8 0. 1 -Dec -2003 (c)1983-2003 ENERCALD Engineenng Software General Timber Beam Page 2 pntzl res.ecwcalculations Description Check Existing Floor Joists at Older Part of House Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 0.43 k 0.0000 in @ Right Cant. Location = 0.00 ft 0 00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft ' 0.00 k 0.0000 in G Title : 5.125x15 Dsgnr: Description : Scope: Douglas Fir, 24 Job # •- Date: 8:23PM, 2 MAY 08 Rev 580004 User. KW -0507368. Ver 5 8 0, 1 -Dec -2003 (d1983-2003 ENERCALC Engineering Software General Timber Beam Page 1 pntzl res ecwCaicuiasons Description Floor Joists for Reinf the Addition General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 2x10 Beam Width 1.500 in Beam Depth 9.250 in Member Type Sawn Bm Wt. Added to Loads Load Dur. Factor 1.150 Beam End Fixity Pin -Pin Wood Density 35.000pcf Center Span . . 8.00 ft Lu Left Cantilever 2.00 ft Lu Right Cantilever 2.00ft Lu Douglas Fir -Larch, No 2 Fb Base Allow 900.0 psi Fv Allow 180.0 psi Fc Allow 625.0 psi E 1500.0 ksi 0.00 ft 0.00 ft 0.00 ft Repetitive Member Full Length Uniform Loads Center Left Cantilever Right Cantilever DL DL DL 30.00 #/ft 30.00 #/ft 30.00 #/ft LL LL LL 80.00 #/ft 80.00 #/ft 80.00 #/ft Point Loads Dead Load Live Load ...distance 370.0 lbs 420.0 lbs 10.000 ft Summary lbs lbs 0.000 ft lbs lbs 0.000 ft lbs lbs 0.000 ft lbs lbs 0.000 ft lbs lbs 0.000 ft lbs lbs 0.000 ft Beam Design OK Span= 8.00ft, Left Cant= 2.00ft, Right Cant= 2.00ft, Beam Width = 1.500in x Depth = 9.25in, Ends are Pin -Pin Max Stress Ratio 0.774 1 Maximum Moment -1.8 k -ft Allowable 2.3 k -ft 0.51 k -ft at 3.162 ft -0.81 k -ft at 8.000 ft -0.23 k -ft -1.81 k -ft 2.33 fv 100.35 psi 0.11 k Fv 207.00 psi 0.66 k Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow ft) 1,013.57 psi Fb 1,309.28 psi Maximum Shear * 1.5 Allowable Shear: Reactions... Left DL Right DL 1.4 k 2.9 k @ Left 0.38 k @ Right 1.01 k Camber: @ Left 0.018 in @ Center 0.030 to @ Right 0.066 in Max 0.61 k Max 1.69k Deflections Center Span... Dead Load Deflection 0.020 in ...Location 5.078 ft ...Length/Deft 4727.2 Camber ( using 1.5 • D.L. Defl) ... @ Center 0.030 in @Left 0.018 in @ Right 0.066 in Total Load -0.029 in 3.497 ft 3,362.68 Left Cantilever... Deflection ...Length/Deft Right Cantilever... Deflection ...Length/Defl Dead Load Total Load -0.012 in -0.052 in 3,933.4 931.6 -0.044 in -0.119 in 1,087.5 402.0 L."( lam.) Title : 5.125x15 Dsgnr: Description : Scope: Douglas Fir, 24 Job # Date: 8:23PM, 2 MAY 08 Rev- 580004 User KW -0607368, Ver 5 B 0, 1 -Dec -2003 (c)1963-2003 ENERCALC Engineering Software Description General Timber Beam Page 2 pntzl res ecw Calculations Floor Joists for Reinf the Addition Stress Calcs Bending Analysis Ck 31.887 Le Cf 1 100 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Moment 0.81 k -ft 0.23 k -ft 1.81 k -ft @ Left Support 0.44 k 2.131 in2 207.00 psi 0.61 k 1.69 k Sxx 21.391 in3 CI 607.734 Sxx Req'd 7.39 in3 2.08 in3 16.56 in3 @ Right Support 1.39 k 6.727 in2 207.00 psi Bearing Length Req'd Bearing Length Req'd Area 13.875 in2 Allowable fb 1,309.28 psi 1,309 28 psi 1,309.28 psi 0.648 in 1.800 in Query Values M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = ❑VIA 2MAHOAKI B I Ong Ar.:19 aTIJOYA_1 c?i/tl.t'r =3v11��t.1 OIdA eMA3a , 97Pt;F I RC‘' -I '. FiiMAAR OT AOIFlR Ek; ? ' '{S0) T031a8U2 OVIC]J118 3IHT 2t40iTOt3FF303 iO;To392:41 :JJ319 OT 0.00 ft 0.00 ft 0.00 ft Moment -0.23 k -ft -0.23 k -ft -0.23 k -ft Shear 0.26 k 0.26 k 0.26 k Deflection 0.0000 in 0.0000 in 0.0000 in PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS Wacticam 4000 ValleyREVIEWE. E S OKANE�VALLLEY FOR CJIU/OG DIVISION E 77-4 2f ce—