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2007, 01-18 Permit App: 07000143 Addition
Project Number: 07000143 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 01/18/2007 Page 1 of 2 Project Information: Permit Use: SFR ADDITION/ATTACHED CARPORT/DECK Setbacks: Front Site Information: Left: Right: Rear: Contact: RICK HESS Address: 1104 N BOWDISH RD C - S - Z: SPOKANE VALLEY, WA 99206 Phone: (509) 928-1489 Group Name: Project Name: r: -10,4d °t. '��.,,..°. 'N'v :d�: 3'.;: «,�w.��...�:k-.,Y.s A;'R.'�t r.`�r; ':, ^,,, a. .�e« �. . •: ., :<i-^ s 'P^`., �. �e+`.k; .sa, MM.rier`x .. ......'.:4'•";�. Plat Key: 002139 Name: REGOS ADD District: Nort Parcel Number: 45161.0851 Block: SiteAddress: 1104 N BOWDISH RD Location:: CSV Zoning: UR -3.5 Water District: Urban Residential 3.5 Area: 17,884 Sq Ft Width: 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: , .,, , 5 ., ...; s, Ai. Lot: Owner: Name: HESS LIVING TRUST Address: 1104 N BOWDISH RD SPOKANE VALLEY, WA 99206 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Building Plan Review Originally Released: Landuse/Zoning/HE Conditions Permits: 01/17/2007 By: TMELBOU Operator: JD Printed By: D_J Print Date: 01/18/2007 Project Number: 07000143 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 01/18/2007 Contractor: OWNER Description Grp Type 2ND FLOOR R-3 VB CARPORT OP R-3 VB DECK OPEN R-3 VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Payment Summary: Permit Type Building Permit Building Permit Firm: OWNER Phone: (000) 000-0000 This Application: Notes Sq Ft Valuation SUNROOM 254 $18,968.72 654 $9,810.00 538 $8,070.00 Page 2 of 2 Total Project: Sq Ft Valuation 254 $18,968.72 654 $9,810.00 538 $8,070.00 Totals: 1,446 $36,848.72 1,446 $36,848.72 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Fee Amount Invoice Amount $721.93 $721.93 $721.93 $721.93 Fee Amount $512.45 $4.50 $204.98 $721.93 Amount Paid Amount Owing $0.00 $721.93 $0.00 $721.93 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: D_J Print Date: 01/18/2007 Permit Center ne 11707 E Sprague Ave, Suite i06 DEC 2 le 2006 Spokane Valley, WA 99406; (509)688-0036 FAX: (500688-0037 Community Development www.spokanevalley.org ; Residential Construction Permit Application PERMIT NUMBER: M — 0143 PERMIT FEE: ( New Construction Addition/Remodel Other: Accessory Bldg Deck SITE ADDRESS 1104 N Bowdish ASSESSORS PARCEL NO: 451610851 LEGAL DESCRIPTION: Building Owner: DIMENSIONS: a X 20 # OF STORIES: N/A Name: Name: Rick Hess Address: IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: N/A Address: 1104 N Bowdish Zip: Phone: Fax: City: Spokane Valley State: WA Zip: 99206 Phone: 509 893-0125 Fax: Contact Person Name: Rick Hess 509 22u-butb Phone: Contractor: DIMENSIONS: a X 20 # OF STORIES: N/A Name: MAIN FLOOR TO SQ FTG: -44L 2 FLOOR SQ. FTG: ‘tetN/A -)1-1101k '-3-' Address: IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: N/A City: State: Zip: Phone: Fax: HEAT SOURCE: FAG Contractor Lic No: Exp Date: City Business Lic. No: Describe the scope of work in detail: Cost of Project: $ 10,000 Build main floor 1605F sunroom to support existing 5 5cantilevered second floor rnom Expnnd 2205F deck to 400$F and use both to create three car carport. **************The followingMUST• ********************** HEIGHT TO PEAK: i/A DIMENSIONS: a X 20 # OF STORIES: N/A TOTAL HABITABLE SPACE: 1605F MAIN FLOOR TO SQ FTG: -44L 2 FLOOR SQ. FTG: ‘tetN/A -)1-1101k '-3-' UNFIN BASEMENT SQ. FTG: N/A IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: N/A GARAGE SQ. FTG: N/A DECK/COV. PATIO SQ. FTG: -400- ...--; % 30% SLOPES ON PROPERTY: # OF BEDROOMS-_ .11/A CONSTRUCT TYPE: HEAT SOURCE: FAG SEWER OR SEPTIC? N/A 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. Signature Method of Payment: C] Cash Bankcard #: Authorized Signature: REVISED 8/25/2005 1111 Check Li Mastercard Expires: Date 212- &,/ 6 El VISA VIN#: e 0 Lo Fie 21' 9/=--> 3q- 4*. .110010,0•0*.µ.. / 3 0 BY: im,A4474-7 DATE: // isioq 17,5'g ei F— i -1 / '7" Li el-. i WoodWorks® SOFTWARE FOR WOOD DESI( \'' COMPANY Jan. 11, 200710:45:14 PROJECT Beam4 Design Check Calculation Sheet Sim 2004 LOADS: l lbs, PA or Pi ) Load Type Distribution Magnitude Start End Location (ft) Start End Pattern Load? Loadl Load2 Load3 Load4 Dead Live Snow Dead Full UDL Full UDL Full UDL Full UDL 697.0 450.0 320.0 820.0 No Yes Yes No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' 4' 16' 20' Dead Live Uplift Total Bearing: 859 2029 19 16250 6145 22396 16250 6145 22396 859 2029 19 LC number Length Cb 9 1.0 1.00 21 3.9 1.10 24 3.9 1.10 9 1.0 1.00 LVL n -ply, 1.8E, 2200Fb, 1-314x11T/8", 4-Plys Sof Weight of 23.96 plf automatically included in loads; Lateral support top= full, bottom= at supports; Load combinations: ICC -IBC; SECTION vs. DESIGN CODE NDS 2001: (tbs, lbs -ft, or in ) Criterion Analysis Value Design Value Analysis/Design Shear Bending(+) Bending(-) Live Defl'n Total Defl'n fv = 181 fb = 1147 fb = 1486 0.05 = <L/999 0.25 = L/577 Fv' = 285 Fb' = 2290 Fb' = 2290 0.40 = L/360 0.60 = L/240 fv/Fv' = 0.63 fb/Fb' = 0.50 fb/Fb' = 0.65 0.13 0.42 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Eb'+ 2200 1.00 - 1.00 1.000 1.00 - 1.04 1.00 - - 6 Fb'- 2200 1.00 - 1.00 1.000 1.00 - 1.04 1.00 - - 7 F'v' 285 1.00 - 1.00 - - - - 1.00 - 1.00 7 Fcp' 750 - - 1.00 - - - - 1.00 - - - E' 1.8 million - 1.00 - - - - 1.00 - - 20 Bending(+): LC# 6 = D+L (pattern: L ), M = 15729 lbs -ft Bending(-): LC# 7 = D+L (pattern: LL), M = 20370 lbs -ft Shear : LC# 7 = D+L (pattern: LL__), V = 11976, V design = 10006 lbs Deflection: LC#20 = D+.75(L+S) (pattern: sXs) EI= 439.57e06 lb-int/ply Total Deflection = 1.50(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) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are ate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. Size factors vary from one manufacturer to another for SCL materials. They can be changed in the database editor. 4. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. 4784 REGISTERED RCHITECT DENNIS BROWN STATE OF WASHINGTON WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Woodworks® Sizer 2004 COMPANY PROJECT Beam DESIGN DATA: DESIGN RESULTS - NDS -2001 Material: LVL n -ply Lateral support: top= full, bottom= at supports; Total length: 20.00 (ft] Load combinations: ICC -IBC; LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included« Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End 1 Load I I I I I Load) Dead Full UDL 697.0 No Load2 Live Full UDL 450.0 Yes Load3 Snow Full UDL 320.0 Yes Load4 Dead Full UDL 820.0 No SUGGESTED SECTIONS that PASSED the CODE CHECK: I Species I ply-bxd I Axial I Bending) Comb'd 1 Shear I Disp./ I Grade I in 1 fc/Fc'I fb/Fb' I I fv/Fv'I Allow. 1 I I I I I 1 1.6E 1 2200Fb 1.75x11.875 0.90 0.84 0.55 »For more detailed output, select a Suggested Section from the Data Bar. << DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. Size factors vary from one manufacturer to another for SCL materials. They can be changed in the database editor. 4. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. Jan. 11, 2007 10:30:44 Beam.' WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Woodworks® sizer 2004 COMPANY I PROJECT ANALYSIS RESULTS LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included« s y-= Load I Type 1 Distribution I Magnitude 1 Location1 Pattern 1 I I Start End 1 Start End 1 Load Loadl Dead Load2 Live Load3 Snow Load4 Dead Full UDL Full UDL Full UDL Full UDL LOAD COMBINATIONS: ICC -IBC 697.0 450.0 320.0 820.0 0: SW (self -weight) results shown here SW is scaled by true SW during the SW is not included in the remaining 1: D only 2: D+L 3: D+.75(L+S) 4: D+S 5: D+L (pattern: 6: D+L (pattern: 7: D+L (pattern: 8: D+L (pattern: 9: D+L (pattern: 10: D+L (pattern: 11: D+L (pattern: 12: D+S (pattern: Sss) 13: D+S (pattern: sSs) 14: D+S (pattern: SSs) (D=dead L=live S=snow W=wind (Load Pattern: s=S/2, X=L+S or L__) _L_) LL_.) __L) L L) _LL) LLL) SHEARS AND BENDING (+ve bending = SPAN No Yes Yes No are based on 68.522 plf DESIGN process. LC results presented here. 15: D+S (pattern: ssS) 16: D+S (pattern: SsS) 17: D+S (pattern: sSS) 18: D+S (pattern: SSS) 19: D+.75(L+S) (pattern: Xss) 20: D+.75(L+S) (pattern: sXs) 21: D+.75(L+S) (pattern: XXs) 22: D+.75(L+S) (pattern: ssX) 23: D+.75(L+S) (pattern: XsX) 24: D+.75(L+S) (pattern: sXX) 25: D+.75(L+S) (pattern: XXX) I=impact C=construction L+C, =no pattern load in compression on top): CLd=concentrated) this span) Load 1 Shear@ 1 Bending@ 1 Span_Bending Comb. 1 start end 1 start end I mag. loc. 1 [ lbs] 1 [lbs -ft] 1 [lbs -ft] [ft] I I I 1 0 -37 -311 0 -698 0 0.0 1 1 -827 -6895 0 -15446 0 0.0 1 2 -1073 -8941 0 -20028 0 0.0 1 3 -1142 -9520 0 -21326 0 0.0 1 4 -1002 -8350 0 -18704 0 0.0 1 5 7 -7861 0 -15708 0 0.0 1 6 -1932 -8000 0 -19864 0 0.0 1 7 -1097 -8965 0 -20126 0 0.0 1 8 -803 -6871 0 -15348 0 0.0 1 9 32 -7836 0 -15609 0 0.0 1 10 -1907 -7975 0 -19766 0 0.0 1 11 -1073 -8941 0 -20028 0 0.0 1 12 -618 -7966 0 -17168 0 0.0 1 13 -1307 -8015 0 -18646 0 0.0 1 14 -1011 -8359 0 -18739 0 0.0 1 15 -906 -7614 0 -17040 0 0.0 1 16 -609 -7957 0 -17133 0 0.0 1 17 -1299 -8007 0 -18611 0 0.0 1 18 -1002 -8350 0 -18704 0 0.0 1 19 -44 -8422 0 -16934 0 0.0 1 20 -2016 -8564 0 -21159 0 0.0 1 21 -1167 -9545 0 -21426 0 0.0 1 22 -868 -7416 0 -16568 0 0.0 1 23 -19 -8397 0 -16834 0 0.0 1 24 -1991 -8539 0 -21060 0 0.0 1 25 -1142 -9520 0 -21326 0 0.0 1 1 1 2 0 411 -411 -698 -698 536 6.0 2 1 9102 -9102 -15446 -15446 11860 6.0 2 2 11802 -11802 -20028 -20028 15378 6.0 2 3 12567 -12567 -21326 -21326 16375 6.0 2 4 11022 -11022 -18704 -18704 14362 6.0 Jan. 11, 2007 10:30:44 r 1 WoodWorks® SizerSOFTWARE FOR WOOD DESIGN Beam4 WoodWorks® Sizer 2004 2 4 11022 -11022 -18704 -18704 14362 6.0 2 5 9132 -9072 -15708 -15348 11779 6.0 2 6 11802 -11802 -19864 -19864 15542 6.0 2 7 11832 -11772 -20126 -19766 15460 6.0 2 8 9072 -9132 -15348 -15708 11779 6.0 2 9 9102 -9102 -15609 -15609 11697 6.0 2 10 11772 -11832 -19766 -20126 15460 6.0 2 11 11802 -11802 -20028 -20028 15378 6.0 2 12 10073 -10051 -17168 -17040 13082 6.0 2 13 11022 -11022 -18646 -18646 14420 6.0 2 14 11033 -11011 -18739 -18611 14391 6.0 2 15 10051 -10073 -17040 -17168 13082 6.0 2 16 10062 -10062 -17133 -17133 13053 6.0 2 17 11011 -11033 -18611 -18739 14391 6.0 2 18 11022 -11022 -18704 -18704 14362 6.0 2 19 9852 -9791 -16934 -16568 12715 6.0 2 20 12567 -12567 -21159 -21159 16542 6.0 2 21 12597 -12536 -21426 -21060 16459 6.0 2 22 9791 -9852 -16568 -16934 12715 6.0 2 23 9822 -9822 -16834 -16834 12632 6.0 2 24 12536 -12597 -21060 -21426 16459 6.0 2 25 12567 -12567 -21326 -21326 16375 6.0 I I I 3 0 311 37 -698 0 -698 0.0 3 1 6895 827 -15446 0 -15446 0.0 3 2 8941 1073 -20028 0 -20028 0.0 3 3 9520 1142 -21326 0 -21326 0.0 3 4 8350 1002 -18704 0 -18704 0.0 3 5 6871 803 -15348 0 -15348 0.0 3 6 8000 1932 -19864 0 -19864 0.0 3 7 7975 1907 -19766 0 -19766 0.0 3 8 7861 -7 -15708 0 0 4.0 3 9 7836 -32 -15609 0 0 4.0 3 10 8965 1097 -20126 0 -20126 0.0 3 11 8941 1073 -20028 0 -20028 0.0 3 12 7614 906 -17040 0 -17040 0.0 3 13 8015 1307 -18646 0 -18646 0.0 3 14 8007 1299 -18611 0 -18611 0.0 3 15 7966 618 -17168 0 -17168 0.0 3 16 7957 609 -17133 0 -17133 0.0 3 17 8359 1011 -18739 0 -18739 0.0 3 18 8350 1002 -18704 0 -18704 0.0 3 19 7416 868 -16568 0 -16568 0.0 3 20 8564 2016 -21159 0 -21159 0.0 3 21 8539 1991 -21060 0 -21060 0.0 3 22 8422 44 -16934 0 -16934 0.0 3 23 8397 19 -16834 0 -16834 0.0 3 24 9545 1167 -21426 0 -21426 0.0 3 25 9520 1142 -21326 0 -21326 0.0 VERTICAL REACTIONS ( -ve = uplift ) [lbs] Load Comb. 4.00 12.00 4.00 ft 0 -37 723 723 -37 1 -827 15997 15997 -827 2 -1073 20743 20743 -1073 3 -1142 22087 22087 -1142 4 -1002 19372 19372 -1002 5 7 16993 15943 -803 6 -1932 19802 19802 -1932 7 -1097 20797 19747 -1907 8 -803 15943 16993 7 9 32 16938 16938 32 10 -1907 19747 20797 -1097 11 -1073 20743 20743 -1073 12 -618 18039 17665 -906 Page 2 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Beanr4 Critical Results WoodWorks® Sizer 2004 Jan. 11, 2007 10:30:44 REACTION [lbs] Maximum... Uplift: -2016 -2016 32 22143 L2143 p2 0' 4' 16' 20' SHEAR [lbs] +V ma::: -V ma::: 1832 0' 4 16' BENDING [lbs -ft] +M ma::: 4 Lad 46: D+L (pattern: L__) 15542 \\,z- 0' 4 10' 16' 20' DEFLECTION [in] Max Live: 0.07 Max Total: 0.33 Load Combination #20: D+.75(L+S) (pattern: sXs) 0.01 0.03 0.02 -0.13 -0.27 0.02 0.03 0.01 0' 4 10' 16' 20' WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN WoodWorksW Sizer 2004 Jan. 11, 2007 10:17:50 COMPANY 1 PROJECT ANALYSIS RESULTS LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included« Load 1 Type 1 Distribution 1 Magnitude 1 Location I Pattern 1 1 I Start End 1 Start End 1 Load 1 1 I 1 1 Loadl Dead Full Area 20.00 (0.67)* No Load2 Live Full Area 40.00 (0.67)* No Load4 Snow Point 320 5.50 No Load5 Dead Point 208 5.50 No *Tributary Width (ft) LOAD COMBINATIONS: ICC -IBC 0: SW (self -weight) results shown here are based on 68.522 plf SW is scaled by true SW during the DESIGN process. SW is not included in the remaining LC results presented here. 1: D only 2: D+L 3: D+.75(L+S) 4: D+S (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) SHEARS AND BENDING (+ve bending = compression on top): SPAN 1 1 1 1 1 == = -=-= = Load 1 Shear@ 1Bending@1 - Span_Bending Comb. 1 start end 1 start end 1 mag. loc. 1 ( lbs] 1 [lbs -ft] 1 [lbs-ftj [ft] I I 1 0 411 -411 0 0 1233 6.0 1 193 -175 0 0 858 5.5 2 353 -335 0 0 1335 5.5 3 443 -405 0 0 1931 5.5 4 366 -322 0 0 1811 5.5 VERTICAL REACTIONS ( -ve = uplift ) [lbs) : Load Comb. 0 1 2 3 4 12.00 ft 411 411 193 175 353 335 443 405 366 322 Beam3 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN WoodWorks® Sizer 2004 Jan. 11, 2007 10:17:50 COMPANY 1 PROJECT Beam DESIGN DATA: DESIGN RESULTS - NDS -2001 Material: LVL n -ply Lateral support: top= full, bottom= at supports; Total length: 12.00 [ft] Load combinations: ICC -IBC; LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included« Load 1 Type 1 Distribution 1 Magnitude 1 Location 1 Pattern 1 1 1 Start End 1 Start End 1 Load 1 1 1 1 1 Loads Dead Full Area 20.00 (0.67)* No Load2 Live Full Area 40.00 (0.67)* No Load4 Snow Point 320 5.50 No Load5 Dead Point 208 5.50 No *Tributary Width (ft) SUGGESTED SECTIONS that PASSED the CODE CHECK: 1 Species 1 ply-bxd 1 Axial 1 Bending) Comb'd 1 Shear 1 Disp./ 1 Grade 1 in 1 fc/Fc'1 fb/Fb' 1 1 fv/Fv'1 Allow. 1 1 I 1 1 1 I 1.8E 1 2200Fb 3- 1.75x5.5 0.32 0.08 0.74 »For more detailed output, select a Suggested Section from the Data Bar.« DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. Size factors vary from one manufacturer to another for SCL materials. They can be changed in the database editor. 4. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Seam3 Critical Results WoodWorkse Sizer 2004 Jan. 11, 2007 10:17:50 REACTION [lbs] Maximum... '443 405 12' SHEAR [lbs] 443 A 0' 12' BENDING [lbs -ft] +;4 m:a:c: 1'131 N's: D+. %5(L+S) Q 1931 A 0' 5'-6" 12' DEFLECTION [in] Max Live: 0.18 Max Total: 0.45 Load Combination #3: D+.75(L+S) A -0.2 -0.35 0 6' 12' WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN esarn2 Critical Results Woodworks® Sizer 2004 Jan. 11, 2007 09:59:21 REACTION [lbs] Maximum... Uplift: 11382 1228` 0. 10' SHEAR [lbs) +`. 1382 10' BENDING [lbs -ft) Lod ': i bin_,ti.u, :_. DiL 3864 0' 3'-10" 10' DEFLECTION [in) Max Live: 0.05 Max Total: 0.46 Load Combination #2: D+L 0 5, 10' Beam2 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN WoodWorks® Sizer 2004 Jan. 11, 2007 08:58:21 COMPANY 1 PROJECT ANALYSIS RESULTS LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included« Load 1 Type 1 Distribution 1 Magnitude 1 Location 1 Pattern 1 1 1 Start End 1 Start End I Load 1 1 1 1 1 Loadl Dead Full UDL 145.0 No Load2 Live Full UDL 50.0 No Load3 Dead Point 660 3.83 No LOAD COMBINATIONS: ICC -IBC 0: SW (self -weight) results shown here are based on 68.522 pif SW is scaled by true SW during the DESIGN process. SW is not included in the remaining LC results presented here. 1: D only 2: D+L (D dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) SHEARS AND BENDING (+ve bending = compression on top): SPAN 1 1 1 Load 1 Shear@ ( Bending@ 1 Span_Bending Comb. 1 start end 1 start end 1 mag. loc. 1 [ lbs] 1 [lbs -ft] 1 [lbs -ft] [ft) 1 0 343 -343 1 1132 -978 2 1382 -1228 VERTICAL REACTIONS ( -ve = uplift ) [lbs] : Load Comb. 0 1 2 10.00 ft 343 343 1132 978 1382 1228 0 0 0 0 857 5.0 0 3273 3.8 0 3864 3.8 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN WoodWorks® Sizer 2004 Jan. 11, 2007 09:59:21 COMPANY ( PROJECT Beam DESIGN DATA: DESIGN RESULTS - NDS -2001 Material: LVL n -ply Lateral support: top= full, bottom= at supports; Total length: 10.00 [ft] Load combinations: ICC -IBC; LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included« Load I Type 1 Distribution I Magnitude 1 Location 1 Pattern 1 1 I Start End 1 Start End 1 Load 1 I 1 1 1 Load) Dead Full UDL 145.0 No Load2 Live Full UDL 50.0 No Load3 Dead Point 660 3.83 No SUGGESTED SECTIONS that PASSED the CODE CHECK: 1 Species 1 ply-bxd I Axial I Bending) Comb'd 1 Shear 1 Disp./ 1 Grade 1 in I fc/Fc'1 fb/Fb' I I fv/Fv'I Allow. 1 1 I 1 1 I I 1.8E 1 2200Fb 1- 1.75x9.25 0.83 0.41 0.91 2 2200Fb 2- 1.75x7.25 0.66 0.27 0.96 3 2200Fb 5- 1.75x5.5 0.43 0.15 0.90 »For more detailed output, select a Suggested Section from the Data Bar. << DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. Size factors vary from one manufacturer to another for SCL materials. They can be changed in the database editor. 4. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. 1 11 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Beam1 Critical Results WoodWorks® Sizer 2004 Jan. 11, 2007 09:51:06 REACTION [lbs] Maximum... Ut l.itr.: ;1460 0 1960 4' SHEAR [lbs] ..'i mfx: 1 1'. 1460 0' 4 BENDING [lbs -ft] 111 tray: 7 db + Load C:,aubiti3Li.+n f{_: D+L 1460 0' 2' 4 DEFLECTION [in] Max Live: 0.01 Max Total: 0.03 Load Combination #2: D+L 0 2' 4' Beam1 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN WoodWorks® Sizer 2004 Jan. 11, 2007 09:51:06 COMPANY 1 PROJECT Beam DESIGN DATA: DESIGN RESULTS - NDS -2001 Material: LVL n -ply Lateral support: top= full, bottom= at supports; Total length: 4.00 (ft) Load combinations: ICC -IBC; LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included« s Load 1 Type I Distribution 1 Magnitude 1 Location 1 Pattern 1 1 1 Start End I Start End 1 Load 1 I 1 I I Loadl Dead Load2 Live Full UDL Full UDL 380.0 350.0 SUGGESTED SECTIONS that PASSED the CODE CHECK: No No 1 Species 1 ply-bxd I Axial 1 Bending( Comb'd 1 Shear 1 Disp./ 1 Grade 1 in 1 fc/Fc'I fb/Fb' 1 1 fv/Fv') Allow. 1 1 1 I 1 1 I 1.8E 1 2200Fb 1- 1.75x9.25 0.31 0.29 0.13 »For more detailed output, select a Suggested Section from the Data Bar. << DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. Size factors vary from one manufacturer to another for SCL materials. They can be changed in the database editor. 4. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. excel WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN WoodWorkse Sizer 2004 Jan. 11.2007 09:6t05 COMPANY PROJECT ANALYSIS RESULTS LOADS: (force=lbs, pressure=psf, udl=p1f, location=ft) »Self -weight automatically included« Load I Type I Distribution 1 Magnitude I Location I Pattern I I I Start End I Start End I Load I I I I 1 Loadl Dead Full UDL 380.0 No Load2 Live Full UDL 350.0 No LOAD COMBINATIONS: ICC -IBC 0: SW (self -weight) results shown here are based on 68.522 plf SW is scaled by true SW during the DESIGN process. SW is not included in the remaining LC results presented here. 1: D only 2: D+L (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) SHEARS AND BENDING (+ve bending = compression on top): =3xas_xsxa_va=ss=_=_=xxx_ xx_xxxxxx====x_=ie== SPAN 1 1 1 Load 1 Shear@ I Bending@ I Span_Bending Comb. I start end I start end I mag. loc. ( ibs] 1 [lbs -ft) I [lbs -ft] [ft] 1 1 1 0 137 -137 0 0 137 2.0 1 760 -760 0 0 760 2.0 2 1460 -1460 0 0 1460 2.0 =mxza=aaxaxxo=axxx__a_r_=xmxaxxaa=scmxa_xxa_=x_-x_=�x_xrsasxxc=_r=xxx-__ VERTICAL REACTIONS ( -ve = uplift ) [lbs) Load Comb. 0 1 2 4.00 ft 137 137 760 760 1460 1460 WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Beami Critical Results WoodWorks® Sizer 2004 Jan. 11, 2007 09:61:06 REACTION [lbs] Maximum... 111_,11 f 1 : 1460 A 1460 4' SHEAR [lbs] +V md::: 141 1460 4 BENDING [lbs -ft] +11 ma::: 1.1 ti L a� mt.inaticn _:: D+L 1460 0• 2' 4' DEFLECTION [in] Max Live: 0.01 Max Total: 0.03 Load Combination #2: D+L 0' 2' 4'