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HomeMy WebLinkAbout2005-Building e OSHKOSH ON THE WATER Job Address 1030 MARICOPA DR CITY OF OSHKOSH No 113166 BUILDING PERMIT - APPLICATION AND RECORD Owner PETER LIANNE M MAYO Create Date 03/24/2005 Designer Contractor BRIAN BERNIER CONSTRUCTION Category 111 - Single Family Addition Plan Type I. Building 0 Sign 0 Canopy 0 Fence 0 Raze Class of Const: Rooms 0 Height 0 Ft. Bedrooms 0 Stories Baths 0 Size Zoning Unfinished/Basement 0 Sq.Ft. ~ Sq. Ft. U Projection 1 Finished/Living Canopies 0 Garage ~ Sq. Ft. Signs 0 Foundation . Poured Concrete 0 Floating Slab 0 Concrete Block 0 Post 0 Pier 0 Treated Wood 0 Other Occupancy Permit Flood Plain Height Permit Park Dedication # Dwelling Units 0 # Structures 0 SFR/ Constructing a 16' x 16' addition off the rear of the house. Use/Nature of Work HVAC Contractor ANDRESEN SHEET METAL Plumbing Contractor KOCH PLUMBING Electric Contractor SECKAR ELECTRIC Fees: Valuation $36,000.00 Plan Approval $0.00 Permit Fee Paid $172.00 Park Dedication $0.00 Issued By: Date 03/24/2005 Final/O.P. 00/00/0000 U Permit Voided 1 Parcelld # 1312910000 In the performance of this work I agree to perform all work pursuant to rules governing the described construction. While the City of Oshkosh has no authority to enforce easement restrictions of which it is not a party, if you perform the work described in this permit application within an easement, the City strongly urges the permit applicant to contact the easement holder(s) and to secure any necessary approvals before starting such activity. Signature Date Address 436 W 19TH AVE Agent/Owner Oshkosh WI 54902 - 0000 Telephone Number 920-420-7647 To schedule inspections please call the Inspection Request line at 236-5128 noting the Address, Permit Number, Type of Inspection (i.e. Footing, Service, Final, etc.), Access into Building if Secure (how do we gain entry), your Name and Phone Number. Unless specified otherwise, we will assume the project is ready at the time the request is received. Work may continue if the inspection is not performed within two business days from the time the project is ready. CITY OF OSHKOSH BUILDING PERMIT APPLICATION Owner's Name Mailing Address Phone No. Defer ~~ nne a o /030 /YIA,~rcol°A A2. ( 920) Z3`7 -o7y/ Contractor's Name: Mailing Address pt N <<o rN Lic/Cert # Phone No. aK N T. ~EkNIER yid u/, ~`~~ dE Syyoz 90056 (9z°) y26--/6zG Plumbing Contractor's Name: Mailing Address US H K 6S H Lic/Cert # Phone No. Kos P b` coos Dart' ST. -sy9ol aa~~3/ (gzo) ~ 3S - D a8a Electrical Contractor' ame: Mailing Address w~n~ectiMe Lic/Cert # Phone No. Sew ~Ar E~ccf r ' 5920 Coyrfhe ~~ ~ S l (9Z°)'r8~ " y9o9 HVAC Contractor's Name: Mailing Address ~ Lic/Cert # Phone No. ~In e ~1cef p~ete~ X913 W~1-ZeI Ave. 4fNS'd/9 ~ (9zo) e~/~6-yZ3.s PROJECT LOCATION Building Address Subdivision Name Lot No. 0 /~~t~erc sl I~R ~ N/es'r ~4v~n Zoning District Setbacks: Front Rear Left Right NlR ft. 3 y ft. / Y ft. N~ ft. PROJECT INFORMATION OCCUPANCY AREA CONST. TYPE STORIES NUMBER OF Single Family Unfmished Basement sq.ft. ~ Site Constructed ROOMS ^ Two Family ~ 3 S~ .d S b AQd its eh Li i A ^ Manufactured ~1-Story o? Bathrooms ^ Other v ng rea sq.ft. ^ 2-Story Garage sq.ft. UNDATION ^ Bi-level _ Bedrooms USE Concrete ^ Tri-level ^ Seasonal ^ Masonry ^ Quad-level Remainin - g b3'`Permanent HEIGHT ^ Treated Wood ^ Other Finished Rooms ^ Other Height of the Structure (from final grade to the peak ^ Other of the roof) ELECTRICA L PLUMB G WATER B UILDING COST Panel Size: ^ 100 s AmP Se er ~unici al P E~(Municipal Utility Sale Price of the Project $ .Soy O a 0 ^ 200 Amps ^ Septic , ^ private On-Site Well (Final cost of house, lot & labor) Service: Permit No. MINUS - Underground ~ A The Cost of the Lot $ ^ Overhead MINUS - HEAT LOSS The Cost of the Mechanicals $ lye 000 Envelope Btu1Hr EQUALS = The Cost of Construction $ 3~~ DDD Infiltration Btu/Hr - (Fair market value which includes labor) ENERGY SOURCE HVAC EQUIPMENT Forced Air Furnace Choices: Natural Gas, L.P., Oil, Elec, Solid, Solar ^ Radiant Baseboard or Panel ~ ~ ^ Heat Pump Space Htg ~ r h ~ ~~L ~I ^ Boiler n'I1 Central Air Conditioning Water Htg ," g l 4 Y a l ~ ~-~ ^ Oth er APPLICANTS SIG~lrrATURE: " ~'~'~' /~ DATE: ~-e' 3 a a o 5 ZONING/LAND USE COMPLIANCE CHECKLIST JOB LOCATION: 1030 /1aYlé",PCf Þr I PROPERTY OWNER/CONTRACTOR: 13n:'11 g,ljl1~ CONSTRUCTION DATA: 0 New Construction 0 Addition TYPE OF CONSTRUCTION: (i.e. fence, pool, parking lot, sign, etc.) ZONING: 0 Alteration Ib'x¡I,' a)l-¿¡'Qp COMPLIANCE CHECKLIST DEFICIENT DEFICIENT 0 Use 0 Lot Width 0 Lot Area 0 Lot Area Per Family 0 Flood Plain 0 Front Yard 0 Front Yard Side Street 0 Rear Yard 0 Side Yards 0 Building Area 0 Parking Standards 0 Off-Street Loading Standards 0 Vision Clearance 0 Transitional Yard Standards COMMENTS: DEFICIENT 0 Landscape Standards 0 Height 0 Conditions of Approval 0 Compliance with P.C. or BZA Conditions of Approval 0 Signage Standards 0 Mechanical Equip. Screening 0 Parking Lot Lighting REVIEW AUTHORITY As per Section 30-5 Enforcement of the City Zoning Ordinance, the Director of Community Development, or designee, must approve aI/ plans, except the fol/owing: (1) Alterations or interior work when the use is conforming and when no change in use is proposed. (2) Maintenance items, e.g. siding, windows, etc., when the use is conforming and when no change is proposed. ŒJ APPROVED Plan Commission Action Required 0 DENIED Variance(s) Required DATE: Y-2'1-o..;- REVIEWED BY: i/l! 2003 ~ A!l.OHside us a xÇ;, . ~ "*,'A'I! Flc~r ,;1015{$ .f.p be y¡~¡s ,4 Ii I, 3,;;( /IU D.H, vV o1d o¡J.5 I II IG ~ 0 G~$ five pi"" It ~ ~KÝ-L. \ 6H í I I ! - -I ! SKY L.16iir _~()M.P!Jl(J~!_- - [({II en1 - It, II {;,of/"j S - 8'/ \;)"/ I ,I , ¡~ U I Ii: ! i I III T i I I r\4o'JJ L . ~....~.........~J , II ~ ~ 0 I £xis1 i~ ~(}¡)se I I I 1- I~' 10 I .:: I ¡ ~ I?'-;< II }y\t 100.80' b 0 0 N ~ / I~-rt. , 1030 50.93' 34.14' DISCLAIMER This map is neliher a iegally ",orded map nor a survey and it is not intended to be used as one. Tbis drawing is a compilation or records, data and information located In various city, coùnty and state om... and oth.r sources affecting th. area shown and it Is to b. used for refereuee purposes ouly. The Clly of Oshkosh is not re- spousibl. for any inaccuracies herein contained. Ifdlscrependes are fonnd. please contact the City of Oshkosh. I lb.- 1030 Maricopa Drive City of Oshkosh Wisconsin Community Development 1" = 20' --- ~ OJBKOlEC ON TnE WATER N A Created by . MLD 08/07/02 -- _~ Mar 23 05 04:39p MILWRUKEE STOVE 19204994344 p.2 Pernut Number REScheck Compliance Certificate Checked ByiDate Wisconsin Uniform Dwelling Code REScheckSottware Version 3.6 Release 1 Data filename: C:1Program FileslChecklRESchecklANDRESSIAN MARICOPA DRIVE.rek COUNTY: Winnebago HEATING TYPE: Non-Electric WINDOW /WALL RATIO: 0. l0 DATE: 03/23!05 DATE OF PLANS: March 23,2005 PROJECT DESCRIPTION: 1030 Maricopa Drive Oshkosh, WI DE SIGNF_R/CONTRACTOR: Andressian Sheet Metal Oshkosh, WI UDC COMPLIANCE: Passes Gode-Allowed UA = 281 Your Home UA - 2~6 1.8% Better Than Code (LTA) Gross Glazing Area or Cavity Cont. or Door Perimeter~1 a~ B~alls~ 3~:F~tst I~ Ceiling 1: Flat Ceiling or Scissor Truss 1544 19.0 0.0 79 Ceiling 2: Flat Ceiling or Scissor Truss 256 23.0 0.0 11 Wall 1: Wood Frame, l6"o.c. 1248 13A 0.0 40 Window 1: Above-Gtade:Vinyl Frame:Donble Pane with Low-E 128 0.310 40 Door 1: Solid 21 0.280 6 Wa112: Wood Frame, 16" o. c. 384 19.0 0.0 21 Window 2: Above-Grads: Vinyl Frarne:Double Pane with Loa-E 38 0.310 12 Basement Wall 1: Solid Concrete or Masonry 204 0.0 5.0 17 Wall height: 8.0' Depth below grade: 7,4' Insulation depth: 8.0' Furnace 1: Forced Hot Air, 43 AFUE COMPLIANCE STATEMENT: The proposed building desilm described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the Wisconsin Uniform Dwelling Code requirements in REScheckVersion 3.6 Release 1(formeriy MECchecr?j and to comply ulth the mandatory requirements listed in the RESchecklnspection Checklist. M.ar 23 05 ^4:39p MILWRUKEE STOVE 19204994344 p.3 Builder/Designer Date Heating Equipment Sizing Summary General Information Uutdaor Design Temperature: -15 deg Conditioned Floor Area: 3600 ft2 Average Ceiling Height: 8.5 ft Infiltration Rate; 0.50 Nonmali~ed ACH Equipment Oversizing Factor: 15.0 Loads Summary Conductive Losses: 23401 Btu/lu Wiltration losses: 23409 Btu/hr Oversizing Factor Losses: 7022 Btulhr Total Btulding Heating Load: 53831 Btulltr 'Mar 23 05 04:39p M1LWflUKEE STOVE REScheek Inspection Checklist Wisconsin Uniform Dwelling Code REScheckSoflware Version 3.6 Release 1 DATE: 03/23/05 Bldg. ~ Dept. ~ Use I [ ] [ l [ ] 19204994344 Celli©gs: 1. Ceilir~ 1: Flat Ceiling or Scissor Truss, R-19.i) cavity insulation Comments: 2. Ceiling 2: Flat Ceiling or Scissor Truss, R-23.0 cavity insulation Comments: Above-Grade Walls: 1. Wall L- Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: 2. Wa112: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Basement Walls: 1. Basement Wall 1: Solid Concrete or Masonry, 8.0' htt7.4' bg/8.0' insul, R-5.0 continuous insulation Comments: Windows: 1. Window 1: Above-Grade:Vinyl Frarrte:Double Pane with Low-E, U-factor: 0.310 Windows must be labeled and rated in accordance with NFRC or must use default values from COMM Table 22.05-1. #Panes_ Frame Type Thermal Break? [ ]Yes [ ] No Comments: 2. Window 2: Above-Grade: Vinyl Frame:Double Pane with Low-E, U-factor: 0.310 Windows must be labeled and rated in accords ace with NFRC or must use default values from COMM Table 22.05-1. #Panes_ Frame T}pe Thermal Bneak7 [ ]Yes [ ] No Comments: Doors: 1. Door 1: Solid, U-factor: 0.280 Doors must be labeled and rata] in accordance with NFRC or must use default values fmm COMM Table 22.05-2. Comments: Heating and Cooling Equipment: 1. Furnace 1: Forced Hot Air, 93 AF[IL-" or higher Make and Model Number Air Leakage: Joints, penetrations, and all other such openings in t he building errvclopc that are sources of air p.4 ;M.ar 23 05 04:39p MILWRUKEE STOVE 19204994344 p.5 ~ leakage must be sealed. [ ] I Recessed lights must be type IC rated and installed with no penetrations or installed inside ~ appropriate air-tight assembly (COMM 22.32)_ I ] Ventilation: [ ] ~ Mechanical ventilation systems must be balanced, Passive intake air ducts providing makeup air I for intermittent exhaust must be sized to provide a nunimum of 40% of the total air that would be ~ exhausted with a!1 the intermittent exhaust ventilation in the dwelling operating simultaneously I (COMM 23.02(3)(b)). ( ~ vapor Retarder: [ ] I Required on the warm-in-winter side of all framed ceilings, walls, and floors (COMM 22.22). 1 J Materials Identification: [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] ~ Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. [ ] ~ Insulation R values, glazing U-factors, and heating e~]uipment efficiency must be clearly madced on I the building plans or specifications. I I Duct Insulation: [ ] I Ducts in unconditioned spaces must be insulated to a minimum of R-5 (COMM 22.17). f I Duct Construction: [ 1 I Sections of ducts in unconditioned spaces and the unconditioned side of plenums must be sealed t (COMM 22.18). I 4 Temperature Controls: [ ) ~ Thermostats are regained for each separate HVAC system. A manual or automatic means to partially J restrict or shut off the heating and/or cooling input to each zone or floor shall be provided 1 (COMM 22.15). I I Humidity Control: [ ] ~ A humidistat is required when humidifying or dehumidifying (COMM 22.16). I J Pipe Insulation: [ ] ( All heating pipes in unheated spaces and a1I cooling pipes in uncooled spaces must be ~ instlated with a material providing a miruimum thermal resistivity of R-4 (COMM 22.19). NQTES TO FIELD (Building Department Use Only) 0 0 N ~'^. r ~ ~• G r •v s J c ti O "' w w .~ z .-;w~ ~aQw x A~ D Q _~ LL] c~ E- ,~ a = y cti 4. U ~ t1, C '~ ~ v' O O [C h V „~,,, ~ u N y ~ . y y ~ ~ y p,O ~.~ (]„ y~ u ~ =T.. , y ~"' _C V l ~ _ ~` 'ar c as y ~; h ~ y ~~ p fi ~~. ~•rr. .~ H ,~ ' r `l t `~ L ~ V ( V .~ = o •~ u a ~ h ~ ~ G T3 .D G G ~ Rf 0) ( . ~ ,V L~~ ~ a qV1 .L7 ai". 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LP WILL MAKE AVAILABLE TO ALI, REGISTERED USERS AN UPDATED VERSION OF THE WOOD-E DESIGN SOF7'GVARE IN THE CONTINUING EF'E'Ok'!' TO MAINTAIN COMPLIANCE WITH CHANGING BUILDING CODES, INDUSTRY PRACTICES, CODE EVALUATION REPORTS AND/OR METHODS OF ANALYSIS. COMPANY: OSHKOSH LUMBER JOB ID: BERNIER JOB, OSHKOSH, WI STATE: WI CODE; WISC PROLIUCT: 1-PLY 11.875" LPI 20X7..7 DESIGN CRITERIA FOR FLOOR JOIST --------------------------------- LIVE DEAD SAF'k; LOAD (PSF) (PSF) LOAD SPACING SHARING 40 I5 NO 16.0 7~ ALLOWABLE / WORKING STRESS DESIGI ------"---- REACTION MOMENT ACTUAL 587 2132 ALLOWABLE 1025 3756 STRESS INDICES 0.573 0.568 LOAD CASE 1 1 (UNFACTORED LOADS) A7::1:+04i11~113;LE ALLOWABLE SHEATHING LL DEFLECT TL DEFLECT GLUED&NAIT,ED L/480 L/240 J DATA DEFLECTION SHEAR LIVE LOAD TOTAL LOAD 559 0.188 0.258 1350 0.381 0.762 0.414 L/975 L/709 1 1 1 **** THE REACTION, MOMENT AND SHEAR DATA ABOVE ARE BASED ON THE MAXIMUM STRESS INDICES AND MAY NOT REFLECT THE ABSOLUTE MAXIMUM ACTUALS. **** FOR DEFLECTION, L IS DEFINED AS THE DESIGN SPAN LENGTH OR TWICE THE LENGTH FOR CAN`1'ILEVERS. NOTES *** DEFLECTION ASSUMES COMPOSITE ACTION WITH GLUED AND NAILED 19/32" APA RATED SHEATHING (32/16 SPAN RATING) *** COMPRESSION EDGE BRACING REQUIRED AT 35" O.C. OR LESS. STRUCTURAL GEOMETRY SPAN 1 I MAR-23-2005 WED 07:46 AM AMERHART LTD FA}{ N0. 9204940388 P, 03 Page 2 16.000' TOTAL SPAN: 16.00 FT LOAD PATTERNS (UNFAC'~ORED LOADS) CASE SPAN SHRPE TYPE SOURCE W1 W2 X1 (FT) X2 (FT) +ALL 1 UNIF DEAD FLOOR 20.0 PLF 0.000 16.000 +2 1 UNIF LIVE FLOOR 0.0 PLF 0.000 16.000 +1 1 UNIF LIVE FLOOR 53.3 PLF 0.000 16.000 + INDICATES LOAD IS BASED ON SPACING AND INPUT LIVE OR DEAD LOAD PSF. SECTION FORCES CASE MOMENT (FT-L$S) SHEAR (L85 ) LDF 1 2132 559 1.00 2 581 153 0.90 UNFACTORED SUPPORT REACTIONS (LBS) USE THESE VALUES WHEN DESIGNING CONNECTOR REACTIONS FOR TOTAL LOADS CASE BRG#1 BRG#2 1 587 587 2 160 160 REACTIONS FOR DEAD LOAD CASE BRG#1 BRG#2 1 160 160 2 160 160 REACTIONS FOR LIVE LOAD CASE BRG#1 BRG#2 1 427 427 2 0 0 MAXIMUM UNFACTORED SUPPORT REACTIONS (PLF) USE THESE VALUES WHEN TRANSFERRIN $RG#1: 440 BRG#2: 440 MINIMUM BEARING SIZES (IN) BRG# 1 BRG# 2 5.25 5.25 MAR-23-2005 WED 07:46 AM AMERHART LTD FAX N0, 9204940388 P, 04 Page 3 LIVE LOAD DEFLECTION 'TOTAL LOAD DEFLECTION DEAD LOAD DEFLECTION CASE SPAN ACTUAL ALLOW. L/? ACTUAL ALLOW. L/? INSTANT LONG-TERM 1 1 0.188 0.381 975 0.258 0.762 709 2 1 0.000 0.381 0.070 0.762 2600 0.070 0.106 **** FOR DEAD LOAD DEFLECTION pATA SEE LOAD CASE 2 **** **** TOTAL LOAD DEFLECTION SHOWN IS INSTANTANEOUS. **** '~*** FOR DEFLECTION, L IS DEFINED AS THE DESIGN SPAN LENGTH OR TWICE THE LENGTH FOR CANTILEVERS. STRESS INDICES CASE: MSI VSI ' 1 0.568 0.414 2 0.172 0.126 VERIFY YOUR INPUT TO AVOID DESIGN AND FABRICATION MISTAKES. YOU ARE SOLELY RESPONSIBLE FOR ERRORS RESULTING FROM INCORRECT INPUT. THIS PROGRAM IS A DESI TOOL AND SHOULU 23k: USED WITH EXTREME CARE '1'}iA'i' TNPU'1` UNIFORM AND CONCENTRATED LOADS ARE ACCURATE IN MAGNITUDE AND LOCATION. IF YOU HAVE ANY QUESTIONS OR UNCERTAINTIES, PLEASE CONTACT LP. ' THIS COMPONENT DESIGN IS SPECIFICALLY FOR LP ENGINEERED WOOD PRODUCTS. USE OF THIS PROGRAM TO DESIGN ANYTHING OTHER THAN GANG-LAM LVL, OR LFI-JOISTS IS STRICTLY PROHIBITED. LP IS A TRADEMARK OE LOUISIANA-PACIFIC CORPORATION