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'pupl Aus 10 MueneM inomjM .si SB, pepiAojd eje sfiuiMBJp ein •Aoejnose JO) uieq> 6u!>peip pue sue|d essqi BupBdejd ui epeui ueeq SBL| uoye AieAg •j9))Bejeqi eiuiiAue jo uoiionasuoo Btfl Buunp esiie Aeiu )EL|I siinSMS[ JO siure|3 Aue 11104 jauBisep eifl sBsee|ej ue|d SILB )o sjesn eiu. •eouenduioo epoo ffuef, <|eia|diuo3 01 p8A|OAUi sepej] ue ;o MJIiqisuodsej eifl s] || -epoo Biuipung UISUOOSIM eifl )o uie»ui ei|t leeiu ot pepue»ui si ue|d Buipimq sjiu Remove entire exisiting deck. Reconstruct in same dimension and configuration Remtntel \ \ \ \ \ \0"X2'--^\ 4^'X2'-6\ \ \ Existing HomeExisting! Garage Remove entire' existing garage roof, walls, and foundationi Sff. T^OverheSa.Door \Dispose of all waste material to Wisconsin licensed landfill facilityRemove existing Covered Porch root, posts and -foundation Note: Unless noted, all dimensions are to rough framing. Drg.No. 24-02-1113 ^2S^j^reaw.. Plan: J^oiA.e. Extreme [pasnrps Residential Construction Planning 71470 State Hwy 137 Ashland, WI 54806 Office 715-682-5019 Mobile 715-209-3977 WWW.ExtremeMeasuresPlans.com c0 •Di © 0 73CL <p^3 0 h- ^ini •^ co o •o0(E Scale: 1/4"=1'-0" APPROVED: WRE CHECKED BY: WRE DATE: 02-19-2024 Demolition NEW ADDITION place 1/2" x 10" anchor bolts on each side ofdoor openini '3\ 10" Slab 20"xlo"~~--. l-sdgB(typ) concrete footing '''..._-"'w/2-fM bar ~ -;0:: continuous /-'Install #4 rebar dowels @ 2'-0- O.C. between slabs. NOTE: Drop all hatched areas 10" to create[edge for concrete slab Install 2"x 12" Prelal break(vertical} between slab^thicken slab to 20-x 10"at bearing wall locations w/ 2-#4 bar continuous Existing Basement Area 4" Concrete Slab w/ #4 bar 2'-0" O.C. ea.way over compacted granular fill, 6-mil poly and 2" foam-Install 2'x 12" Pressure treated thermal break(vertical) between slabs20"x 10" concrete footing ^ , w/ 2- #4 bar continuous Line of existinstair landing NOTE: All cross hatched ar indicate line of pressure tre NOTE: Top of newfoundation wall to be 4"above elevation of existinglanding floor eleva'ion 3"x 10" Slab!Ledge (typ)^J Note: Top of concretepillars® 3" abovefinished grade• /-^~v~v-V^^~^J/) NOTE: Drop all hatched^)/ areas 10" to create ^ \ ledge for concrete slab /^^^^' —v^i 20"x10" concrete footinw/ 2- #4 bar continuous Place (qty=2) 1/2- x 10" Anchor bolts w/ 2"x 2" x3/16" Plate washers along • side of overhead door opening. ' Place (qty=2) 1/2" x 10" Anchor bolts fwt 2"x 2" x3/16" Plate washers along side of overhead door opening. taper edge of slab 1/2" at overhead door openings taper edge of slab 1/2" at overhead door openings Note: Ali uarage dimensions are to outside of poured wall or edge of pressure treated thermal break NEW ADDITION NOTE: Foundatirn contractor to place1/2" 'x 10' anchc- bolts @6'-0'o.c. (min)as well as no more than 16" from each corner. Drg.No. 24-02-1113 1^2^jsreaw.. pLai^. jsone. Extreme pasnrp?? Residential Construction Planning 71470 State Hwy 137 Ashland, WI 54806 Office Mobile 715-682-5019 715-209-3977 WWW.ExtremeMeasuresPlans.com h.•o iair^ sw.3^ S !S <o o Scale: 1/4"=1'-0" APPROVED: WRE CHECKED BY: WRE DATE: 02-19-2024 Foundation Note: Unless noted, all dimensions are to rough framing. Create opening through existing wail- verfiy exactsize and iocation w/ owner install 5/8" Type X sheetrock ongarage/house partion /alis as well as entiregarage ceiling Drg.No. 24-02-1113 ^2^pream.. Pia^. 'c'oi^e. lExtreme fpa<;nrp<? Residential Construction Planning 71470 State Hwy 137 Ashland, WI 54806 Office MobUe 715-682-5019 715-209-3977 WWW.ExtremeMeasuresPlans.com •oI 0) 0I -a -©•^^a(T s| & {2.3§ •^I I co o Scale: 1/4" = 1--0" APPROVED: WRE CHECKED BY: WRE DATE: 02-19-2024 Main Floor 51^ Office 8'-0" Celling Living Room S'-O- Celling ;^—i W.I.C. 36'-0" Existing Home 'Line of Walls below. Uno of Walls below' Note: Unless noted, all dimensions are to rough framing. Existing Home \^~/>^ Drg.No. 24-02-1113 'ream.. plai^. tioi^-e. Extreme pasnrps Residential Construction Planning 71470 State Hwy 137 Ashland, WI 54806 Office MobUe 715-682-5019 715-209-3977 WWW.ExtremeMeasuresPlans.com •aI ® 0 rs.•o Sir$s3sU I <o o -g -®••^IT Scale: 1/4" = 1--0" APPROVED: WRE CHECKED BY: WRE DATE: 02-19-2024 Second Floor #15 Roofing underiayment (or =) A.phalt Roofing , / 1/2-OSB Sheeting (min) 2"x 4" Lookouts @ 2'-0" O.C. #15 Roofing2'-0" Overhang \ | underlayment (or =) 2"x 4" Lookouts @ 2'-0" 0.0. 2"x 6" Sub-fascia 2'-0" Overhang Solid Soffit Panels Existing Roof Truss Asphalt Roofing 1,2" OSB Sheeting (min) 1<-6" Overhang Solid Soffit Panels 6 Mil Poly vapor retarder R-38 insulation (min) Engineered Roof Trusses Tyvek Housewrap ^7/16" OSB SheetingComposite Framed Window #2btr 2"x 6"SPF Studs @ r-4" o.c. #2 btr 2"x 4"SPF Studs @ r-4" O.C. All Interior finishes asper room finish schedulesupplied by others 6 Mil Poly vapor retarder 6 Mil Poly vapor retarder 3/4"T&GOSB Sub-floorPerpendicular bloching@ 2'-0" O.C. (min)3/4" T&G OSB Sub-floor #2btr 2"x 6"SPF Studs @ r^t"o.c. Perpendicular blocking@ Z'-O" O.C. (min)5/8" Type-X SheetrockAll exterior finishes tomatch existing home R-30 Insulation (min) 6 Mil Poly vapor retarderi»2btr 2"x 6"SPF Studs® 1'-4"O.CCompositeFramed Window 6 Mil Poiy vapor retarder R-21 Insulation Line of foundationwall (beyond)Line of main floorlevel (beyond) #4 Re-bar 2'-0" O.C. ea.way 2"x 6' PT Themal Break 1/2" x 10" Anchor Bolts @ 6'-0" O.C #4 Re-bar dowels @ 2'-0" 0.0. (between slatSlope final grade awayfrom building at a mimimun rate of 1/2'PLF for the first 10' 1" EPS Foam (vertical) Granul,backfill material -~.3"x10"SlabLedg6 ";mii™TTOTtnJ=Tll11"ExistingLanding FramingnM bar 4'-0" O.C. Vertical M bar 2'-0"O.C. Horizontal Compacted Granularfill 8"x 4'-0" Concrete Wall -:. Existing Basement Foundation Wall Scale: 1/2"= 1'-0"2 rows #4 bar (min) continuous native soil w/ bearing min. capacity of #2000/sq.ft. 20"X10" Concrete Footing Drg.No. 24-02-1113 ^2^'reciiw.. Pia^. t>o^e. Extreme pasnrps Residential Construction Planning 71470 State Hwy 137 Ashland, WI 54806 Office Mobile 715-682-5019 715-209-3977 WWW.ExtremeMeasuresPlans.com c0 •oI 0) 0 h-?3 ia(E$ a> inIs 1.1oir£ § •g^oc Scale: 1/2"=1'-0" APPROVED: WRE CHECKED BY: WRE DATE: 02-19-2024 Cross Section A Drg.No. 24-02-111 reaw.. F'Laii^. T>oi^e.1/2" (min) roof sheathing #15 roofing underlayment (or=)Extreme Mpasnrps Residential Construction Planning 71470 State Hwy 137 Ashland, WI 54806 Bracing as req'd by truss Mfrg'r. Vent Chutes in ea. truss bay 12"TrussHeeli 2-rowslceand1 Water Shield Office 715-682-5019 Mobile 715-209-3977 WWW.ExtremeMeasuresPlans.com EngineeredRoof trusses 6 Mil Poly vapor retarder Truss Loo Screw (or= i?2btr2"x4"SPF Studs @1'-4"O.CZ'-O" overhang Vented Soffit Truss Loc Screw (or=) CompositeFramed Windows7/16" OSB Sheathing Interior ceilingfinishes as perfinish schedule (by others) #2btr 2"x 6"SPF Studs® 1'-4"O.C.6 Mil Poly vapor retarderExterior finishes asper finish schedule by others 3/4"T&GOSB Sub-floor#2btr 2"x 6"SPF Studs @1'-4"O.C 3/4"T&GOSB Sub-floor 7/16" OSB Sheathing6 Mil Poly vapor retarder 16" Floor Truss (or wood l-joist)5/8" Type-X sheetroc1 on entire garage celling 5/8" Type-X sheetrock on garage/house partitions Exterior finishes asper finish schedule by others 6 Mil Poly vapor retarder #2btr2"x6"SPF Studs @r-4"o.c. 1/2" X 10" Anchor Bolts @ 6'-0" O.C.8" Foundation wall (beyond) iK4bar2'-0" O.C. ea. wayTaper edge of slab ©overhead dooropenings \- -^Scale: 1/2" = 1--0" / #4 bar 4'-0" O.C.Vertical APPROVED: WRE Cross SectionCompacted Granular Fill native soil#4 bar 2'-0" O.C. ^. Horizontal HECKED BY: WREScale: 1/2"= 1'-0" #4bar4'-0"O.C '.W Vertical DATE: 02-19-202420"x10" Concrete Footing ,n^ ii l=]/f=j N^ II pNM I i l=a 11 t-mtii 2 rows #4 bar ^ (min) continuous Cross Section B 2 rows #4 bar (min) continuous 20"x10" Concrete Footingnative soil w/ bearing min capacity of #2000/sq.ft. native soil w/ bearing min.capacity of #2000/sq.ft. 2'-0" Overhang i SolidSofflt ADDITION Continuous Ridge Vent- EXISTING HOME -^ X. -E2:Asphatt Roofini ^• Solid Soffit Panels •2'-0" Overhang •Wood Coiumn EXISTING HOME SOUTH ELEVATION ADDITION -^ Continuous Ridge Vent Solid SoflltPanala' 2'-0" Overhang' K3 K3 1^1 ^Extend existing masonry- j^chimney above newi=j=3addjlionroo^3^3: T" ! ~T^ I ;-T:xr-rrrr -T- ! .-!-. } -r. l.-T 1 I ' I ' I ' 1-^T ^?-Asphalt Roqfini '2'.0" Overhang SolidSofflt'Panels 2'-0" Overhang I Exact Exterior Finishes To[Match Existing Home h insulated Glass -f IComposite- I Framed Windows Insulated Door NORTH ELEVATION Line of Foundation Below- Drg.No. 24-02-1113 z52S^'V is preaw-. Pl-oi^. i>o^e. lExtreme fpasnrps Residential Construction Planning 71470 State Hwy 137 Ashland, WI 54806 Office Mobile 715-682-5019 715-209-3977 WWW.ExtremeMeasuresPlans.com •Dt 0) 0I -0^•^^air s| (D inII. mi,2 I <o o Scale: 1/4" = 1--0" APPROVED: WRE CHECKED BY: WRE DATE: 02-19-2024 Elevations /ADDITION Continuous Ridge Venti Asphalt Roi 2'-0" Overhang' Vented Soffit' Extend existing masonrychimney above new'addition roof ,2'-0" Overhang ^,ine of Foundation Belowi EAST ELEVATION EXISTING HOME _^ EXISTING HOME ADDITION •2'-0" Overhang Vented Soffit ^pream. Drg.No. 24-02-1113 Hem. I>om. lExtreme Ipasnrps Residential Construction Planning 71470 State Hwy 137 Ashland, WI 54806 Office Mobile 715-682-5019 715-209-3977 WWW.ExtremeMeasuresPlans.com •DI a> 0 r^.•o 3;ir^sw3^^ I co o T? -a>•i—(T Scale: 1/4"=1'-0" APPROVED: WRE CHECKED BY: WRE DATE: 02-19-2024 Elevations