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Home My WebLink About0104845-BuildingOSHKOSH ON THE WATER .lob Address 832 POWERS ST Designer CITY OF OSHKOSH BUILDING PERMIT - APPLICATION AND RECORD Owner THOMAS A/JOAN E WITTE Contractor OWNER Category 111 - Single Family Addition No 104845 Create Date 10/20/2003 Plan Type I(~ Building (~ Sign (~ Canopy (~ Fence (~ Raze Zoning Class of Const: Size Unfinished/Basement 0 Sq. Ft. Rooms 0 Height 0 Ft. ~J Projection Finished/Living 0 Sq. Ft. Bedrooms 0 Stories Canopies Garage 0 Sq. Ft. Baths 0 Signs Foundation ~ Poured Concrete ~ Floating Slab ~ Pier ~ Other O Concrete Block ~ Post ~ Treated Wood Occupancy Permit Flood Plain Height Permit Park Dedication # Dwelling Units 0 # Structures 0 Use/Nature SFR/ 1 story addition to include a sunroom and expansion of the exisitng bathroom. The garage will be moved back on the lot 2'-0" or have the of Work Front 2'-0" removed to make the addition and detached garage comply with setbacks. Window within 2' of the door shall be tempered glass. HVAC Contractor Electric Contractor Fees: Valuation Issued By: Plumbing Contractor $55,000.00 Plan Approval $0.00 Permit Fee Paid $200.00 Park Dedication $0.00 Date 10/20/2003 Final/O.P. 00/00/0000 Permit Voided 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 Agent/Owner Address 832 POWERS ST OSHKOSH WI 54901 - 4009 Telephone Number 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. Permit Number REScheck Compliance Certificate Checked By/Date 1995 MEC Generated by RE Scheck -Web Software PROJECT TITLE: WITTE RESIDENCE CITY: Oshkosh STATE: Wisconsin HDD: 7852 CONSTRUCTION TYPE: Single Family DATE: 10/17/03 DATE OF PLANS: 9/98 PROJECT DESCRIPTION: ADDITION DESIGNER/CONTRACTOR: ARCHITECNOLOGY COMPLIANCE: Passes Maximum UA = 244 Your Home UA = 242 0.8% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U- Factor UA Ceiling 1: Flat or Scissor Truss 1198 40.0 16 Wall 1: Wood Frame, 16" o.c. 1296 15.0 48 Door 1: Solid 63 0.200 13 Window 1: Wood Frame, Double Pane 180 0.310 56 Crawl 1: Masonry Block w/ Integral Insulation 200 8.0 0.0 18 Wall height: 4.5' Depth below grade: 4.0' Insulation depth: 4.0' Basement Wall 1: Masonry Block w/ Empty Cells 800 1.3 1.1 91 Wall height: 8.0' Depth below grade: 7.6' Insulation depth: 4.0' COMPLIANCE STATEMENT: The proposed building design 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 1995 MEC requirements in REScheck -Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Date REScheck Inspection Checklist 1995 MEC Generated by REScheck - Web Software DATE: 10/17/03 PROJECT TITLE: WITTE RESIDENCE Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat or Scissor Truss, R -40.0 cavity + R-40.0 continuous insulation Comments: Above -Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R-15.0 cavity + R -13.0 continuous insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Masonry Block w/ Empty Cells, 8.0' ht/7.6' bg/4.0' insul, R -1.3 cavity + R-1.1 continuous insulation Comments: Windows: [ ] 1. Window 1: Wood Frame, Double Pane, U factor: 0.310 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: [ ] 1. Door 1: Solid, U- factor: 0.200 Comments: Crawl Space Walls: [ ] 1. Crawl l: Masonry Block w/ Integral Insulation, 4.5' ht/4.0' bg/4.0' insul, R -8.0 cavity insulation Comments: Applies to walls of unventilated crawl spaces. Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. If non -IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ ] Required on the warm -in- winter side of all non - vented framed ceilings, walls, and floors. Materials Identification: [ ] 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 equipment must be provided. [ ] Insulation R- values and glazing U- factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts in unconditioned spaces must be insulated to R -5. Ducts outside the building must be insulated to R-8.0. Duct Construction: [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non - depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 120 ° F or chilled fluids below 55 ° F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non - Circulating Runouts Circulating Mains and Runouts Temperature ( F) Un to 1" Up to 1.25" 1.5" to 2.0" Over 2" 170 -180 0.5 1.0 1.5 2.0 140 -160 0.5 0.5 1.0 1.5 100 -130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Pining System Types Range ( F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201 -250 1.0 1.5 1.5 2.0 Low Temperature 120 -200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40 -55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) • 24'-6" 16'-7" 38'-0" 836 EX. E ECK EXISTING blOUSE 8'-6" 6' 7" i0 58'-0" 0 I - ~- 81wO,~ 67'-9~/8" ABBITIONS _J GARAGE REMOVE OR ~ MOVE 2'-0" 22'-2" WITTE RESIDENCE 852 POWERS STREET OSHKOSH, WI 54901 SITE PLAN SCALE 1"=10 NOtRTH 824 t KEY NOTES - THIS SHEET I. 5(77iT, FASCIA AND TRIM TO MATCH EXISTING. 2- REMOVE SIDING AS REQUIRED TO INSTALL NEW ROOF FLASHING AND SHINGLE TINS. REINSTALL NEW 91DING. 3. REMOVE EXISTING WINDOW. PATCH WALL SURFACES AS REQUIRED. A RTIOVE EXISTING SIDING M THIS AREA INSTALL NEW SIDING TO MATCH EXISTING TO TIE INTO NEW CONSTRUCTION 5_ C.T OPENW3 FOR NEW HEXAGON WINDOW. PATCH WALLS AS REQUIRED. b R?10VE EXISTING WrNOOUI INSTALL (2) NEW MARVN CASEMENT WINDOWS TO FIT EXISTING OPENING. ti.W ROOF CONSTRUCTION, ELK PREST!QUE If SHINGLES ON 30' L2VDERLAYMENT OVER I/2' ROOF 9HEATi4rse ti STALL ICE AND WATER SHIELD TO T -0' PAST LINE OF INTERIOR EDGE OF WALL- 11 ti =W WINDOW. MARVN %VW 2626. MATCH WNDCW SILL AND TRIM TREATMENT TO THAT N EXISTING LIBRARY. TYPICAL FOR NEW WINDOWS N SL NROOM. '.r".. REMO+F_ EXISTING WOOD SIDING AND SHEATHING DOW TO WOOD STUDS. INSTALL NEW 1/2' GYPSUM BOAR7. PAINT. I'_ CJT NEW ARCHED OPENING IN WALL TO MATCH EXISTING ARCHED OPENING BETWEEN LIVING L DNING ROOM. INSTALL NEW (2) 2 x 10 HEADER- SPIKED TOGETHER PATCH WALLS AS REOJIRED. EXISTING HARDWOOD TO R_ —AIN IN KITCHEN PATCH WITH MATER'AL TO MATCH EXISTING. SAND A` :� F OOR a- S.4CRE UP EXISTING CONSTR)CTIOK REMOVE PORTIONS OF EXISTING WALLS. NSTALL NEW BEAMS. BOTTOM OF BEAM TO BE RUSH WITH BOTTOM OF TRU58. LONG BEAM TO BE (3) 2 x 10 SPIKED TOGETHER 56CRT BEAM Tt5 BE (2) 2 x 106 SPIKED TOGETHER 1l. INSTALL ILiOOD GRILLE FOR EXISTING RETURN. 5. REMOVE EXISTING DOOR PATCH WALLS AS REQUIRED. '6 INSTALL EXHAUST FANL r- ? ATCH WINDOW SILL AND TRIM TREATMENT TO EXISTING BATHROOM WINDOW. , 'D. CJT NEW OPENING IN WALL_ INSTALL NEW HEADER AS REQUIRED. PATCH WALL AS REOUIRED. _. REMOVE EXISTING BATHROOM FIXTURES. 20. FQCVIDE SHELVING N LINEN CLOSET. 2'_ Y RRCRED SLIDING DOORS. 2Z F_Y.OVE EXISTING CARNETS, COUNTER TOPS, PLUMBING, ETC, 22L EXPOSED FOUNDATION TO BE GREY SPLIT -FACED CML. 24. S DING AND TRIM TO MATCH EX18TNG. 15. FLOOR FNISH IN KITCHEN AND ADJACENT CORRIDOR TO BE WILSON ART MAPLE BLUSH. FLOOR FINISH .N BATHROOM TO BE WILSON ART VERDE FOSSIL NZTALL PLASTIC LAMINATE FLOORING PER MANUFACTURERS P•STRUCTIOJS. 26, N =W WINDOW MARVN 11014 I61& FQOVIDE (2) 2 x 4'o CCNTNUCUS • BEAM BEARING TO FONDATION WALL :�. FROVIDE (3) 2 x 6'. CONTNUCU8 BEAM BEARING TO FOUNDATION WALL 2-m. - OOTH1 N' NEW BIDING TO BLEND UATH EXISTING SIDING. I NOTE, ALL BEAMS AND HEADERS TO I BE DOUGLAS FIR - SELECT STRWCTURAL. I V.0, 1 3 Et0 r IS FLOOR PLAN SCALE: 1/4"= 1'-0" 1& -gam '.a,r :, ,-+#, • - 3 U TYPICAL ROOF CONSTRUCTION, - ASPHALT SHIN61 ES. - ICE AND WATER SHIELD. -30- FELT. -I/2' PLYWOOD Si- EATHIN6. - PREFABRICATED WOOD TRUSSES • 2' -0' O /C. AIR WAY- EACH TRJSB. TRIM AND 40LOING TO MATCH EXISTfW, PAINT. h(I,L INSTALL - FIR TI6 BOARD IN E!ETY4EEN FRAMING- SIMILAR TO EXISTING. PAINT. +FRA.�° OVERHANG WITH 2 x 6 REDWOOD I FRAKIN(S. SISTER INTO WOOD TRUSSES. PAINT. ` REDWOOD FASCIA CONSTRUCTION 1 TO MATCH EXISTING. PAINT. SIMP50114 H-1 ANCHOR 05ED 2 x 10 REDWOOD MATCH EXIST[? • EACH TR155 5EARIN6. RAFTERS • END OF &ABLE. OVERHANG TT 2 x 6 SILL. - MATCH EXISTING BABE AND TRIM. V 10 FLOOR JOISTS 19) '� O/C (HET1 FIR R 'U W/ BATT INBULATIOK VERIFY K. TCHEN CABINET LAYOUT LL ITN OWNER - PROVIDE 8MCKE DETECTION PER ILHR 21--9. PROVIDE CRAWL SPACE ACCESS AND VENTING -ALL INTERIOR WALLS TO BE 2 x 4 STUDS 0 '6' O/C eV 1/2' GYP, BOARD EACH PER CODE RECUIREMENTS. 51DE- UNLESS NOTED OTHERNSE. 3' MIN. GRANULAR FILL J - CONTRACTOR TO PROTECT EXI5TIN6 TREE5, LAN75CAMN6 AND LAWN FROM OVER POLY. VAPOR 26 BARRIER BILL SEALER DRIP LINE OF EXISTING TREES. CONTRACTOR TO PROTECT F_%5TING TREES •4 • 48 O /C, RICK S CH ROEDE AIA ARCHITECT 651 F rankl in Street Oshko Wisconsin 54901 Pho�Le- 233 -0476 NEW CONCRETE - STOOP. GENERAL NOTES -ALL EXISTING DIMENSIO:S SHOLN ARE FOR REFERENCE ONLT. - PROVIDE 8MCKE DETECTION PER ILHR 21--9. CONTRACTOR TO VERT- ALL D MENSIONS. -DO NOT SCALE DRAW WA -ALL INTERIOR WALLS TO BE 2 x 4 STUDS 0 '6' O/C eV 1/2' GYP, BOARD EACH 51DE- UNLESS NOTED OTHERNSE. -ALL WORK TO COMPLY WITH THE: APPLICABLE REQUIREMENTS OF CHS. ILHR 20 TO 25. WORK SHALL CO-IPLT OATH - CONTRACTOR TO PROTECT EXI5TIN6 TREE5, LAN75CAMN6 AND LAWN FROM ALL APPLICABLE LOCAL CODE3. DAMAGE. CONTRACTOR TO AVOID DRIVIN6 HEAVY EQUIPMENT UNDER THE DRIP LINE OF EXISTING TREES. CONTRACTOR TO PROTECT F_%5TING TREES - CONTRACTOR TO PROVIDE TEM', -ORARY BRACI!JC AND SWORING NEAR CON A REA NTH PLANKS. THE CONTRACTOR WILL BE HELD AS REQUIRED. - RESPONSIBLE DA OWNERS NE TOAGEES. LAND5 OAPIN& AND REPAIR DAMAGE - NOTIFY 4RCHIY i L IF EXISTING SL DIFFERENT EREENT THAN BST.CNTIALLY DIERNT THMi N ON THESMENT SHOLL ES E DOCUMENTS. NT S. - CONTRACTOR - CONTRACTOR TO USE CAUTION WHEN DRIVING HEAVY MACHINERY OR -THIS PLAN MAY NOT BE ALL INCLUSIVE CONCERNING ITEMS TO BE TRICKS ON EXISTING ASPHALT PAVING THE CONTRACTOR SHALL REPAIR ANY DAMAGE DONE TO TV-_ PAVEMENT, DEMOLISHED, ALL ITEMS COMNEZTED TO TH05E SHOWN TO BE REMOVED SHALL ALSO BE REMOVED. REMOVAL CF ALL -CONTRACTOR TO REMOVE EXCESS PILL FROM MECHANICAL, PLUMBING, ELECTRICAL, ETC. BY APPROPR.'ATE TRADE. -BEAMS AND HEADERS TO BE DOUGLAS FIR- SELECT STR r'rURAL, -PATCH ALL AREAS ADJACENT 1 DEMOLITION OR NEW WORK AS REQUIRED. ..FLOOR .JOI575 TO BE Fes! -FIR NO.I OR BETTEI¢. -ALL ELECTRICAL TURING, INSTALLATION, EOUIPMENT AND MATERIALS USED IN THE CONSTRUCTION OF THIS PRO -ECT SHALL COMPLY NTH THE REQUIREMENTS OF ILHR 24. -THE DESIGN, CONSTRUCTION AND INSTALLATION OF PLLMBIN6 SHALL COMPLY NTH THE REQUIREMENTS OF ILHR 25. -THE DESIGN, CONSTRUCTION MID INSTALLATION OF THE HVAC SYSTEM SHALL COMPLY WITH ILHR 23. I f TYFICAL CEILING CONSTRUCTION. - PREFABRICATED WOOD TR • 2' -0' O/C. - °OLY'VAPOR -5/8" 6YP. BOARD. •4 • 48' O /C. (2) 9 CONTNUOUS- TYPICAL. MATCH CONDITION OF EXI5TIN& 6ABLE END. PAINT" TR )55 bEARNG. EL • 101' -II 5 /S'k VER.'FY (MATCe EXISTING) I FOR NEW EXTERiGR WALLS: -501 n, T) M.,TCH EXISTING. -AIR * TRATION BARRIER -1/ CAD, b;HEATH NG. -2 x 6'WOOD STUDS • 16' O/C W/ BUTT �NSULATICN. -POL VAPCR BARRIER -. 2' GYPasM BOARD. PAINT. I TREATED LEDGER FIRS FLO(2R EL. (MATCH EXISTING). jj � i rc 2 x 6 TT.t EATFO SILL. 11 D 1 x12 ANCHOR BOLTS • 4' - O /C. EXPOSER CMS. TO BE GREY SPLIT -FACED BLOCK K dl Y • II 9 Y I LL' - P -4' CONCRETE FOOTING. SECTION I i SCALE: 3/4"= 1' -0" W I T T E RESID - ADDITION /ALTE R"_hTIONS 832 Powers Strut 0-,hknch- Wis EXISTING GABLE END TO Be MATCHED. EXPOSED REDWOOD 2 x 10 - RAFTERS s END OF GABLE. MATCH CONDITION OF EXISTING GABLE END. PAINT. & �j SO FACADE ; e E SCALE: 1/4' l'O" „ - -. ___ __ ___ -_ -_ - - - -_ C _ m FACADE - - - -I 1 \M✓1 \1 - - - - - - - - - - - - - - - - SCALE: 1/4„ – l' -W I , NOTE EXPOSED RAFTER TAILS TO MATCH SPACING OF EX15T:NG RAFTER TAILS. GENERAL CONTRACTOR TO FROVIDE REQUIRED SPACING TO TRU55 MANUFACTURERS. VERIFY ROOF SLOPE IN FIELD. SLOPE TO AVOID EXISTING WINDOW AS ° f•L INSTALL NEW 3' -0' x 6' -8' DOC %R AND FRAME. TRIM TO MATCH E)gSTING. DOOR TO BE MORGAN W I VERIFY DOOR STYLE 7 WITH OWNER- -- -- - --- - - - - -- -- i----- ---- -- I--- -- -- -- - - --------- EAST FA I ADE SCALE: 1/4" =1' -0' R6i11111ILI1/1/ n 1 „ - N \o' f111111111111 1998- AI .LRHPORTS,RA.'IS,SYECWlr-ATEOn SCALE: }SATE: SHEET: ()OVr=Et FILRS, FIELD DATA, NOTES AND OTHER DOCUMOM AND INS R TSPREPARED — AS NOTED AllCz., 1998 HY THE IRCHIIPLTASIlVSIR'?ffTVf30P 4/`3/9`j -ISSUED. SERVICE SHAU lMAAIv TIM. ROPERTY Oil THE AR 8/20/98 CFIlTf " . THH ARC��cr Sze emu. Rs:AUr _ DRAWN BY: :PROJECT NO.: 1 Of 1 ACZCObf !ONLA�L',3T.�TTJTORYANDO fIffit DATE s .7 ( I1 SY C v 9820 l RPSEP. rED RIGHTS, I1 CLADM THE COPYRIGHT _ TIMM T? 71 . TC,c 17VQ �. e GJIU BRACKETS TO MATCH EXISTING. PAINT. MARVIN `WFDR 6065 WOOD INSWINGING FRENCH DOOR SIDING AND TRIM TO MATCH EXISTING, NOTE E. eW4ADED AREAS ON ELEVATICNS NDICATE SIDING AND ROOFING AREAS TO REMAIN EXISTING.