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HomeMy WebLinkAbout2014-01379 - addn/remodel/repair CITY OF ORONO * 2014 - 01379 * 2750 KELLEY PARKWAY DATE ISSUED: 12/08/2014 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 1130 OLD CRYSTAL BAY RD S PIN : 09-117-23-14-0007 LEGAL DESC : COLWELL ADDN : LOT 000 BLOCK 001 PERMIT TYPE : ADDITION/REMODEL/REPAIR PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : ADDN/REMODEL/REPAIR ACTIVITY : 434-RESIDENTIAL NOTE: ENTRY WAY REMODEL SEPARATE PERMITS REQUIRED: ELECTRICAL(STATE) THIS IS AN ADDENDUM TO PERMIT 2014-01197 APPLICANT WATER STREET HOMES,LLC TOTAL Payment(s) 1161 WAYZATA BLVD E #208 WAYZATA,MN 55391- (612)850-4002 Minnesota State License#: BUIL-BC390906 OWNER Spotted Dog LLC 1907 E WAYZATA BLVD #300 WAYZATA,MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has comma ed. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. (// ezt Ja.//23/ &I-It /0Z-/ /7/1— Applicant Permitee ign Date Iss By Signature Date CITY OF ORONO • BUILDING PERMIT APPLICATION FOR NEW STRUCTURES OR ADDITIONS �O1V Mailing Address: Permit number: '-- i(/ -0 / 3-)'7 O PO Box 66 Crystal Bay, MN 55323-0066 Date received: II-26," 1 V Street Address:' Received by: o y*)1''' 2750 Kelley Parkway +`'`! ,, 1 r See Plan review fee: /v//) e /)01ej/Olt) kN. Orono, MN 55356 Total Fee: Main: 952-249-4600 Fax: 952-249-4616 www.ci.orono.mn.us This application form must be completed in full and all required information must be submitted. Incomplete applications will be returned. (Please print) GENERAL INFORMATION: Job Site Address: //3)(3 0t-d C`R,s 1--) S Aii,ii Will this be a Parade of Homes, Remodelers Showcase Home or other Display Home? I I Yes 77 No If yes, a special event permit is required with Police Department and City Council approval 60 days prior to the event. Shuttle bus service will be required unless applicant demonstrates sufficient on-site parking is available. Non-permitted events will not be allowed. CONTRACTOR I APPLICANT INFORMATION�:/ Name: /..e/4-yf•2 ,/Y? � /gin' ii:! /.LC State License# b C- 3'5090(- Expiration Date: ; / 0/.5---- Phone: c/5Phone: trplll 6,i 2. 9Sz), Lio(iZ (office) 62 t z -)Z) _ `(oaZ Mailing V-- - Bi Y!� 6.c y 2c.- City: g it z?i4 - ZIP: ��S_35/ Contac ~/1-2Lcw/ Applicant is: ontraafor �/ Homeowner (Circle One) Email 2 40.1-7--"c S1V2� -r//o/i/f S . ea AI.. PROP! ` � �Ok ATION: Name: � 10 .E 7-4( <7/VW-ILC Phone cr Addre< l f\ 41-L-A,- ,,rc—/ /do City: Cov2CeA. ZIP: Email ARCH ORMATION: Name. -✓R4/rv/.Jt5--- e,f Phone (day): -,4 , 78 D •9 2 a Address: City: ZIP: Email and/or Fax: d)-1(9--,=) 6'- t fn,)) f , C'c/A-, PROJECT INFORMATION: Description of project: 1.Type of Project 2. Proposed Use 3. Structure Type 4. Sewage Disposal & �,/ Water Supply ❑ New Construction EI Single Family with Residence ❑Addition attached garage E Garage/Accessory Bldg. ❑ Public Sewer ❑Accessory Building E Single Family with E Deck �,/ ❑ Relocation detached garage 0 Office/Commercial L� rrivate Sewer . O Other: (specify) a> 0 Multiple Family/Condo ❑Warehouse 0 Public ❑ Storage ❑ Public Water **Any earth movement may also require 0 Commercial 0 Other(specify) MCWD review&permits. 0 Industrial 2-P r i v a t e Well Minnehaha Creek Watershed District(MCWD) ❑ Other: (specify) 18202 Minnetonka Blvd Deephaven, MN 55391 Phone: 952-471-0590 Fax: 952-471-0682 Luz ., i www.minnehahacreek.orq `�vC_. [izu3 Estimated Construction Valuation (excluding land) y = n;'..`''- r Pc11L —O ( ( q7 STRUCTURE INFORMATION: 1.Structure Dimensions 11. Structure Dimensions (continued) 2.Type of Construction a. Length (ft)= Number of bedrooms = L'S ood/Frame b.Width (ft.)= Number of garage stalls: ❑ Masonry ❑ Metal Areas in square feet Attached = E Pole Bldg. c. Basement= Detached = ❑ ICF d. 1St Story = ❑ On-site Prefab e.2"6 Story= ❑ Off-site Prefab f. %Story = ❑ Other(please specify): g.Total Area= REQUIRED SUBMITTALS: All of the information must be submitted in order for your application to be processed: Not Enclosed Applicable ❑` 0 Permit Application G3 "" 0 Proposed Building Plans O I MN State Energy Code Calculations and Mechanical Code Requirements Form ❑ 1=r---- I Survey(meeting all requirements) ❑ 1=1/- Stormwater Pollution Prevention Plan ❑ D— Hardcover Calculation(s) ❑ 0----- Septic System Site Evaluation Report ❑ ©- Access Permit ❑ Wetland Buffer Improvement Plan ❑ D/ Engineered Plans for Retaining Walls 4 feet or above ❑ 0 Plan Review Fee S✓a ,;7 4 tv I>te toiA)0,ul /fY91/ .7-1`A4/ ,61dealey Y:/- 0 /—❑ ❑ Application Escrow&Agreement O 0 Other: APPLICANT/OWNER ACKNOWLEDGEMENT: • Agrees to provide all information required or requested by the Building Department; • Agrees to pay the City of Orono for engineering consultant review costs in excess of$500; • Certifies that the information supplied is true and correct to the best of his/her knowledge. The applicant recognizes that they are solely responsible for submitting a complete application being aware that upon failure to do so, the staff has no alternative but to reject it until it is complete; • Acknowledges the Escrow Agreement is completed and signed; • Understands some or all of the information that you are asked to provide on this application is classified by State law as either private or confidential. Private data is information which generally cannot be given to the public but can be given to the subject of the data. Confidential data is information which generally cannot be given to either the public or the subject of the data. Our purpose and intended use of this information is to annually update our records and records of other governmental agencies required by law. If you refuse to supply the information,the application may not be issued. • Agrees that in the event that weather or other conditions prevent the completion of an as-built survey at the time the Certificate of Occupancy is requested, a temporary Certificate of Occupancy may be issued upon receipt of a $10.000 escrow to ensure completion of the as-built survey and all site improvements. Applicant's Signature: `--1 4--- Date: 112 9/7 Owner's Signature: Date: - ` - / ..~ tt, ci No CUP Requ!red Existing • 2013 i. 4vormaxplan review c . • page Project:214406 LARRY LEPOWSKY Location:01 FRONT PORCH $fF' D.F.P.PLANNING&DESIGN Multi-Loaded Multi-Span Beam tl ____,,,,191L111044.1 9100 BALTIMORE ST of [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2)1.5 IN x 7.25 IN x 6.41 FT(0.8+5.6) #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 11/25/2014 11:37:06 AM Section Adequate By:18.6% Controlling Factor:Moment CAUTIONS * Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Left Center LOADING DIAGRAM Live Load -0.03 IN 2L/710 0.06 IN L/1137 Dead Load -0.01 in 0.02 in Total Load -0.04 IN 2L/528 0.08 IN L/833 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 1325 lb 1004 lb Dead Load 512 lb 379 lb Total Load 1837 lb 1384 lb Bearing Length 1.44 in 1.09 in BEAM DATA Left Center Span Length 0.83 ft 5.58 ft 1111111.111111111.11111111111__ _ Unbraced Length-Top 0.83 ft 5.58 ft 0.83 ft A 5.58 ft - Unbraced Length-Bottom 0.83 ft 5.58 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Left Center MATERIAL PROPERTIES Uniform Live Load 360 plf 360 plf #2-Spruce-Pine-Fir Uniform Dead Load 135 plf 135 plf Base Values Adjusted Beam Self Weight 4 plf 4 plf Bending Stress: Fb= 875 psi Fb'= 1039 psi Total Uniform Load 499 plf 499 plf Cd=1.00 CI=0.99 CF=1.20 Shear Stress: Fv= 135 psi Fv'= 135 psi Cd=1.00 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi Comp.l to Grain: Fc- = 425 psi Fc-1'= 425 psi Controlling Moment: 1918 ft-lb 2.79 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1144 lb At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s) 1, 2 Comparisons with required sections: Req'd Provided Section Modulus: 22.16 in3 26.28 in3 Area(Shear): 12.72 in2 21.75 in2 Moment of Inertia(deflection): 48.25 in4 95.27 in4 Moment: 1918 ft-lb 2275 ft-lb Shear: 1144 lb 1958 lb • Project:214406 page LARRY LEPOWSKY Location: 02 EXIST FOYER WDW (tr D.F.P.PLANNING&DESIGN Multi-Loaded Multi-Span Beam 9100 BALTIMORE ST of [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2)1.5 INx7.25INx4.67FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 11/25/2014 11:37:07 AM Section Adequate By:29.4% 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 0.04 IN L/1496 Dead Load 0.01 in Total Load 0.05 IN L/1081 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:L/240 REACTIONS A_ Live Load 1090 lb 1090 lb Dead Load 418 lb 418 lb Total Load 1508 lb 1508 lb Bearing Length 1.18 in 1.18 in BEAM DATA Center w -- — Span Length 4.67 ft = Unbraced Length-Top 4.67 ft A 4.67 it B— Unbraced Length-Bottom 4.67 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 467 plf #2-Spruce-Pine-Fir Uniform Dead Load 175 plf Base Values Adjusted Beam Self Weight 4 plf Bending Stress: Fb= 875 psi Fb'= 1040 psi Total Uniform Load 646 plf Cd=1.00 CI=0.99 CF=1.20 Shear Stress: Fv= 135 psi Fv'= 135 psi Cd=1.00 Modulus of Elasticity: E= 1400 ksi E= 1400 ksi Min.Mod.of Elasticity: Emin= 510 ksi E_min'= 510 ksi Comp.L to Grain: Fc-1= 425 psi Fc-1'= 425 psi Controlling Moment: 1761 ft-lb 2.34 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1146 lb At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 20.31 in3 26.28 in3 Area(Shear): 12.74 in2 21.75 in2 Moment of Inertia(deflection): 22.93 in4 95.27 in4 Moment: 1761 ft-lb 2279 ft-lb Shear: -1146 lb 1958 lb page Project:214406 LARRY LEPOWSKY Location: FOYER S/S t / Multi-Loaded Multi-Span nBeam Cr 9100 BALTIMOREDESIGN S of [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2) 1.5 IN x 11.25 IN x 6.5 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 11/25/2014 11:37:07 AM Section Adequate By: 10.4% 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 0.05 IN U1728 Dead Load 0.02 in Total Load 0.06 IN L/1247 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 1820 lb 1820 lb Dead Load 702 lb 702 lb Total Load 2522 lb 2522 lb Bearing Length 1.98 in 1.98 in w BEAM DATA Center — — — — — — Span Length 6.5 ft Unbraced Length-Top 6.5 ft — 6.6 ft — - Unbraced Length-Bottom 6.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 560 plf #2-Spruce-Pine-Fir Uniform Dead Load 210 plf Base Values Adjusted Beam Self Weight 6 plf Bending Stress: Fb= 875 psi Fb'= 858 psi Total Uniform Load 776 plf Cd=1.00 C/=0.98 CF=1.00 Shear Stress: Fv= 135 psi Fv'= 135 psi Cd=1.00 Modulus of Elasticity: E= 1400 ksi E= 1400 ksi Min.Mod.of Elasticity: E_min= 510 ksi Emin'= 510 ksi Comp. 1 to Grain: Fc- = 425 psi Fc- = 425 psi Controlling Moment: 4099 ft-lb 3.25 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1816 lb At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 57.32 in3 63.28 in3 Area(Shear): 20.18 in2 33.75 in2 Moment of Inertia(deflection): 74.14 in4 355.96 in4 Moment: 4099 ft-lb 4526 ft-lb Shear: -1816 lb 3038 lb page Project:214406 LARRY LEPOWSKY Location: 04 FOYER S/S OPT + ��t��++�,, D.F.P.PLANNING&S DESIGN Multi-Loaded Multi-Span Beam St'`�!n I 9100 BALTIMORE ST of [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2) 1.75 IN x 7.25 IN x 6.5 FT 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.113.0 11/25/2014 11:37:07 AM Section Adequate By:70.9% 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 0.11 IN L/732 Dead Load 0.04 in Total Load 0.15 IN L/527 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A B Live Load 1820 lb 1820 lb Dead Load 708 lb 708 lb Total Load 2528 lb 2528 lb Bearing Length 0.96 in 0.96 in w BEAM DATA Center — - Span Length 6.5 ft - Unbraced Length-Top 6.5 ft A 6.6 n B Unbraced Length-Bottom 6.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 560 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 210 plf Base Values Adjusted Beam Self Weight 8 plf Bending Stress: Fb= 2600 psi Fb'= 2748 psi Total Uniform Load 778 plf Cd=1.00 CI=0.99 CF=1.07 Shear Stress: Fv= 285 psi Fv'= 285 psi Cd=1.00 Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Comp.L to Grain: Fc- = 750 psi Fc--- = 750 psi Controlling Moment: 4108 ft-lb 3.25 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 2073 lb At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 17.94 in3 30.66 in3 Area(Shear): 10.91 in2 25.38 in2 Moment of Inertia(deflection): 54.63 in4 111.15 in4 Moment: 4108 ft-lb 7022 ft-lb Shear: 2073 lb 4821 lb 4 f , Project:214406 page LARRY LEPOWSKY Location:05 FOYER F/B � D.F.P.PLANNING&DESIGN Multi-Loaded Multi-Span Beam Sfr► / 9100 BALTIMORE ST of [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (3)1.75 IN x 11.875 IN x 15.67 FT 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.113.0 11/25/2014 11:37:07 AM Section Adequate By:23.9% Controlling Factor:Deflection CAUTIONS * Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.27 IN L/693 Dead Load 0.36 in Total Load 0.63 IN LJ297 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 2680 lb 1454 lb Dead Load 2206 lb 2177 lb Total Load 4886 lb 3631 lb Bearing Length 1.24 in 0.92 in BEAM DATA Cen er Span Length 15.67 ft — Unbraced Length-Top 15.67 ft -A 15.67 n B Unbraced Length-Bottom 15.67 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 80 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 30 plf Base Values Adjusted Beam Self Weight 19 plf Bending Stress: Fb= 2600 psi Fb'= 2542 psi Total Uniform Load 129 plf Cd=1.00 CI=0.98 CF=1.00 POINT LOADS-CENTER SPAN Shear Stress: Fv= 285 psi Fv'= 285 psi Cd=1.00 Load Number One Modulus of Elasticity: E= 1900 ksi E= 1900 ksi Live Load 0 lb Comp.L to Grain: Fc-L= 750 psi Fc-L'= 750 psi Dead Load 2528 lb Location 9.17 ft Controlling Moment: 20959 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN 8.62 Ft from left support of span 2(Center Span) Load Number One Created by combining all dead loads and live loads on span(s)2 Left Live Load 320 plf Controlling Shear: 4350 lb Left Dead Load 120 plf At a distance d from left support of span 2(Center Span) Right Live Load 320 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 120 plf Load Start 0 ft Comparisons with required sections: Redd Provided Load End 9 ft Section Modulus: 98.94 in3 123.39 in3 Load Length 9 ft Area(Shear): 22.9 int 62.34 in2 Moment of Inertia(deflection): 591.12 in4 732.62 in4 Moment: 20959 ft-lb 26137 ft-lb Shear: 4350 lb 11845 lb • page Project:214406 LARRY LEPOWSKY ' Location:01 FRONT PORCH l� D.F.P.PLANNING&DESIGN Multi-Loaded Multi-Span Beam "uulY ' ' 9100 BALTIMORE ST or [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2)1.5 IN x 7.25 IN x 6.41 FT(0.8+5.6) #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 11/25/2014 11:37:06 AM Section Adequate By: 18.6% Controlling Factor:Moment CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Left Center LOADING DIAGRAM Live Load -0.03 IN 2L1710 0.06 IN U1137 Dead Load -0.01 in 0.02 in Total Load -0.04 IN 2U528 0.08 IN U833 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A Live Load 1325 lb 1004 lb Dead Load 512 lb 379 lb Total Load 1837 lb 1384 lb Bearing Length 1.44 in 1.09 in BEAM DATA Left Center Span Length 0.83 ft 5.58 ft Unbraced Length-Top 0.83 ft 5.58 ft H 8.83 ft 6.68 ft Unbraced Length-Bottom 0.83 ft 5.58 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Left Center MATERIAL PROPERTIES Uniform Live Load 360 plf 360 plf #2-Spruce-Pine-Fir Uniform Dead Load 135 plf 135 plf ease Values Adjusted Beam Self Weight 4 plf 4 plf Bending Stress: Fb= 875 psi Fb'= 1039 psi Total Uniform Load 499 plf 499 plf Cd=1.00 CI=0.99 CF=1.20 Shear Stress: FA/= 135 psi Fv'= 135 psi Cd=1.00 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi Comp.-I-to Grain: Fc- = 425 psi Fc- = 425 psi Controlling Moment: 1918 ft-lb 2.79 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1144 lb At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s) 1,2 Comparisons with required sections: Regd Provided Section Modulus: 22.16 in3 26.28 in3 Area(Shear): 12.72 in2 21.75 in2 Moment of Inertia(deflection): 48.25 in4 95.27 in4 Moment: 1918 ft-lb 2275 ft-lb Shear: 1144 lb 1958 lb Project:214406 page • LARRY LEPOWSKY Location: 02 EXIST FOYER WDW ttttt+� D.F.P.PLANNING&DESIGN Multi-Loaded Multi-Span Beam '" '.i 8100 BALTIMORE ST m [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2)1.5 IN x 7.25 IN x 4.67 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 11/25/2014 11:37:07 AM Section Adequate By:29.4% 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 0.04 IN U1496 Dead Load 0.01 in Total Load 0.05 IN U1081 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A Live Load 1090 lb 1090 lb Dead Load 418 lb 418 lb Total Load 1508 lb 1508 lb Bearing Length 1.18 in 1.18 in BEAM DATA Center Span Length 4.67 ft .. Unbraced Length-Top 4.67 ft 4.61 ft B Unbraced Length-Bottom 4.67 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 467 plf #2-Spruce-Pine-Fir Uniform Dead Load 175 plf Base Values Adjusted Beam Self Weight 4 plf Bending Stress: Fb= 875 psi Fb'= 1040 psi Total Uniform Load 646 plf Cd=1.00 CI=0.99 CF=1.20 Shear Stress: Fv= 135 psi Fv'= 135 psi Cd=1.00 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Min.Mod.of Elasticity: E_min= 510 ksi Emin'= 510 ksi Comp.-L to Grain: Fc-1= 425 psi Fc- L'= 425 psi Controlling Moment: 1761 ft-lb 2.34 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1146 lb At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 20.31 in3 26.28 in3 Area(Shear): 12.74 in2 21.75 in2 Moment of Inertia(deflection): 22.93 in4 95.27 in4 Moment: 1761 ft-lb 2279 ft-lb Shear: -1146 lb 1958 lb page Project:214406 LARRY LEPOWSKY Location:03 FOYER S/S p F D.F.P.PLANNING&DESIGN Multi-Loaded Multi-Span Beam CalYNev , 9100 BALTIMORE ST of [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2)1.5 IN x 11.25 IN x 6.5 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.113.0 11/25/2014 11:37:07 AM Section Adequate By: 10.4% 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 0.05 IN L/1728 Dead Load 0.02 in Total Load 0.06 IN L/1247 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 1820 lb 1820 lb Dead Load 702 lb 702 lb Total Load 2522 lb 2522 lb Bearing Length 1.98 in 1.98 in BEAM DATA Center Span Length 6.5 ft — Unbraced Length-Top 6.5 ft A ---- -- - ss ft— - B Unbraced Length-Bottom 6.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 560 plf #2-Spruce-Pine-Fir Uniform Dead Load 210 plf Base Values Adjusted Beam Self Weight 6 plf Bending Stress: Fb= 875 psi Fb'= 858 psi Total Uniform Load 776 plf Cd=1.00 C/=0.98 CF=1.00 Shear Stress: Fv= 135 psi Fv'= 135 psi Cd=1.00 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi Comp. to Grain: Fc-1= 425 psi Fc- = 425 psi Controlling Moment: 4099 ft-lb 3.25 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -1816 lb At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'c Provided Section Modulus: 57.32 in3 63.28 in3 Area(Shear): 20.18 in2 33.75 in2 Moment of Inertia(deflection): 74.14 in4 355.96 in4 Moment: 4099 ft-lb 4526 ft-lb Shear: -1816 lb 3038 lb page Project:214406 LARRY LEPOWSKY Location: 04 FOYER S/S OPT $ D.F.P.PLANNING&DESIGN �al� Multi-Loaded Multi-Span Beam Strt� 9100 BALTIMORE ST of [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2)1.75 IN x 7.25 IN x 6.5 FT 1.9E Microllam-iLevel Trus Joist StruCaic Version 8.0.113.0 11/25/2014 11:37:07 AM Section Adequate By:70.9% 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 0.11 IN L/732 Dead Load 0.04 in Total Load 0.15 IN L/527 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 1820 lb 1820 lb Dead Load 708 lb 708 lb Total Load 2528 lb 2528 lb Bearing Length 0.96 in 0.96 in BEAM DATA Center Span Length 6.5 ft —_ Unbraced Length-Top 6.5 ft A 6.5 n =g Unbraced Length-Bottom 6.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 560 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 210 plf Base Values Adjusted Beam Self Weight 8 plf Bending Stress: Fb= 2600 psi Fb'= 2748 psi Total Uniform Load 778 plf Cd=1.00 CI=0.99 C:F=1.07 Shear Stress: Fv= 285 psi Fv'= 285 psi Cd=1.00 Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Comp.±to Grain: Fc-±= 750 psi Fc--- = 750 psi Controlling Moment: 4108 ft-lb 3.25 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 2073 lb At a distance d from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 17.94 in3 30.66 in3 Area(Shear): 10.91 in2 25.38 in2 Moment of inertia(deflection): 54.63 in4 111.15 in4 Moment: 4108 ft-lb 7022 ft-lb Shear: 2073 lb 4821 lb page Project 214406 LARRY LEPOWSKY Location:05 FOYER FIB D.F.P.PLANNING&S DESIGN Multi-Loaded Multi-Span Beam � ' !4',.; 9100 BALTIMORE ST m [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (3)1.75 IN x 11.875 IN x 15.67 FT 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.113.0 11/25/2014 11:37:07 AM Section Adequate By:23.9% Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.27 IN L/693 Dead Load 0.36 in Total Load 0.63 IN LJ297 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 2680 lb 1454 lb Dead Load 2206 lb 2177 lb Total Load 4886 lb 3631 lb Bearing Length 1.24 in 0.92 in BEAM DATA, Center Span Length 15.67 ft Unbraced Length-Top 15.67 ft 15.878 B Unbraced Length-Bottom 15.67 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 80 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 30 plf Base Values Adjusted Beam Self Weight 19 plf Bending Stress: Fb= 2600 psi Fb'= 2542 psi Total Uniform Load 129 Of Cd=1.00 CI=0.98 CF=1.00 POINT LOADS-CENTER SPAN Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number One Cd=1.00 Live Load 0 Ib Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Dead Load 2528 lb Comp.-I-to Grain: Fc-1= 750 psi Fc-1'= 750 psi Location 9.17 ft Controlling Moment: 20959 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN 8.62 Ft from left support of span 2(Center Span) Load Number One Created by combining all dead loads and live loads on span(s)2 Left Live Load 320 plf Controlling Shear: 4350 lb Left Dead Load 120 plf At a distance d from left support of span 2(Center Span) Right Live Load 320 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 120 plf Load Start 0 ft Comparisons with required sections: Read Provided Load End 9 ft Section Modulus: 98.94 in3 123.39 in3 Load Length 9 ft Area(Shear): 22.9 in2 62.34 in2 Moment of Inertia(deflection): 591.12 in4 732.62 in4 Moment: 20959 ft-lb 26137 ft-lb Shear: 4350 lb 11845 lb jCB° DAT TI+M'� CITY OF ORONO CALLED IN INSPECTION NQ ICE SCHEDULED 22- s t„1,3c.]PERMIT NO. 1— 14 31 COMPLETED ADDRESS t ( 3c) Old 6PlEt-fe -- OWNER TELEPHONE N .Co J) (-KO 2_ CONTRACTOR (.)j (Ste-C- h".e DESCRIPTION ra Akk-t\-C/ W ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCA RADING/FILLING vt Q ❑ PO ❑ MECHANICAL RI 0 LAKESHORE/WETLANDS FRAMING 0 MECHANICAL FINAL ❑ TREE REMOVAL • ULATION 0 WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT ❑ DEMO-SITE ❑ SEPTIC MAINT 0 FOLLOW-UP ❑ DEMO-FINAL ❑ SEPTIC INSTALL 0 HARD COVER REMOVAL ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL OWN ERICONTRACTOR TO MEET YOU:_YES_NO (.(.) COMMENTS: cc 4.1c CC 1{ 7k P LW 'S. O W CC W W CC W ❑ ORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CCCORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑ RRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. ' ) 249-4600 Owner/Contractor on site: Inspector. White Copy/Inspector's File / Canary Copy/SI e Notice 1_352 -- -� DATE TIME V CITY OF ORONO CALLED IN INSPECTION N "ICE SCHEDULED /- 0?3 - /1.' ) PERMIT NO. / V EDADDRESS N31) I /� OWNER ELEPHO NO. /2'- O /4/22 CONTRACTOR 3f72 / 4 ,,,,,,644_,uAtizzirc 6vce,t te_ DESCRIPT o I.- LAJ 01.. ❑ FOOTI = LI PLUMBING FINAL Li EXCAV/GRADING/FILLING Q LI PO D WALL 0 MECHANICAL RI ❑ LAKESHORE/WETLANDS ti ❑ •-AMING 0 MECHANICAL FINAL 0 TREE REMOVAL ZINSULATION ❑ WOOD BURNER/FIREPLACE 0 SITE INSPECTION Q ❑ - :DON SLAB ❑ WATER HOOK-UP 0 PROGRESS I` ❑ FINAL ❑ SEWER HOOK-UP 0 COMPLAINT ✓ ❑ DEMO-SITE 0 SEPTIC MAINT ❑ FOLLOW-UP IQ 0 DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v 0 PLUMBING RI ❑ SEPTIC FINAL 0 FOUNDATION/REMOVAL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: cc W a ccl'i/ cc /1 I W ccQ 2 W FS. ? -,° eif , 29/.60I4 OkirL9614, 2.7..) W 11 ❑WORK FACTO• .PROC 0 ❑ PR07ECT COMPLETE CCW RECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY CO 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 •urs in adva^ .=. ' . " 249-4600 Owner/Contractor on site: ��, ' Inspector. ' './ White Copy/Inspector's File / Canary Cop Site Notice --C3 -1111g S-e)‘ ' DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE ,, SCHEDULED J 4 1) PERMIT NO. 2 o/tt—C/3-7COMPLETED ADDRESS / ( ) d I d runs fa I 6/1-ti /d S OWNER TELEPHONE NO. CONTRACTOR 'W oci la �S`f-rl s DESCRIPTION I /1's I �n,1 1 1 YKd 4,1... ❑ FOOTING 0 DEMO-FINA( I4+ J 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI M EXCAV/GRADING/FILLING h ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL TREE REMOVAL 1v1.2 ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL _ ❑ DEMO-SITE ❑ SEPTIC INSTALL c OWNERICONTRACTOR TO MEET YOU: YES NO y COMMENTS: cc Q. W // o 0 vtf}I. / yard Q/g 1'rce-i_oz 'p N. q(/ )'e rdwut5 9- co. ,ii. hc�( o ccf--_,/de be du'' 'o' i / / �! J L. v Col i i` ei -e 4C 114 �%�'/( T r,l 0(( C M r evic ,;0 joyes 2 LuZ W cc d W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE CCW ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY OO ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contra n site: 87-e.-7-g37 -- ) White Copyllnspector's File Canary Copy/Site Notice