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HomeMy WebLinkAbout2806 DIXON CREEK LANE ADDITION - MA210042 - SUBMITTAL DOCUMENTS - ROUND 1 - ARCHITECTURAL DETAILSPROJECT LOCATION -2806 DIXON CREEK LANE PRINTED ALM2S PROJECT NO.:FILE NAME: ABBREVIATIONS @ AT A.C.T Acoustical Ceiling Tile A.F.F.Above Finished Floor A.H.U.Air-Handling Unit B.O.Bottom Of B.M.Benchmark C.J.Control Joint C.M.U.Concrete Masonry Unit C.U.Condensing Unit CAB.Cabinet CER.TL.Ceramic Tile CONT.Continuous D.F.Drinking Fountain DBL.Double D.S.Downspout DWG.Drawings E.C.Electrical Conduit E.F.Exhaust Fan E.J.Expansion Joint E.W.C.Electric Water Cooler EA.Each E.P.PT.Epoxy Paint EQ.Equal EXIST or (E)Existing EXT.Exterior F.D. Floor Drain F.E.Fire Extinguisher F.V.Field Verify FIN.Finish FLR.Floor FTG.Footing GALV.Galvanized GYP.BD.Gypsum Wallboard HC Handicapped H.C.Hollow Core (Wood) HDR.Header H.M.Hollow Metal HORIZ.Horizontal INS.STL.Insulated Steel INT.Interior M.O.Masonry Opening MANUF.Manufacturer MTL.Metal (N)New N.I.C.Not in Contract N.T.S.Not to Scale NOM.Nominal O.A.Overall O.C.On Center O.D.Overflow Drain O.H.Overhead PL.LAM.Plastic Laminate P.T.Pressure-Treated P.TL.Paper Towel Dispenser PLYWD.Plywood PNT.Paint R.D.Roof Drain R.O.Rough Opening R.T.U.Roof -Top Unit REINF.Reinforce or Reinforcing RESIL.Resilient (flooring or base) REQ'D Required RLG.Rolling RND.Round RW.Redwood S.C.Solid Core (wood) S.D.Soap Dispenser S.S.Stainless Steel SAIL.CRS.Sailor Course (masonry) STL.Sheet T.P.Toilet Paper Dispenser TEMP.Tempered (glass) T.O.Top Of TYP.Typical U.N.O.Unless Noted Otherwise V.C.T.Vinyl Composition Tile V.Vent VERT.Vertical V.T.R.Vent Thru Roof V.WC.Vinyl Wallcovering W/With W/O Without WD.Wood A1 1 Property Line Existing Contour New Contour Easement / Setback Sanitary Sewer Water Line Gas Line Storm Drain 10 10 SS W G SD Datum Spot Elevation 1 A1 Wall Elevation Detail 1 A1 Building Section 1A 1 Wall Section Grid Line A ARCHITECTURAL SYMBOLS DRAWING INDEX Batt Insulation Granular Fill Precast ConcreteWood Blocking Finish Wood Dimensional Wood Plywood Brick Stone Concrete Masonry Cast in Place Conc. Steel Rigid Insulation Gypsum Board Earth MATERIALS Window Type Drawing Title Drawing Number Sheet Number Scale Room Name Room Number 1 A1 DWG TTL 1/4" =1'-0" ROOM NAME X Door Number # X#System Note P#System Note: Wall with Suffix X Suffix: C = Extend Wall & Gyp. Bd. 6" above clg. D = Extend Wall & Gyp. Bd. up to underside of Structural Deck G = Gypsum Board on one side only I = Acoustic or Thermal Insulation M = Moisture Resistant / Paper-less Fiberglass Mat Wall Board Interior Wall Type -see system notes OWNER REPRESENTATIVE: 712 Whalers Way Building B, Suite 100 Fort Collins, CO 80525 (970) 223-1820© alm2s 20215/10/2021 11:41:51 AM2039 0000-Project-SD.rvtCARTER RESIDENCE ADDITION 2806 DIXON CREEK LANE - FORT COLLINS, CO PERRY AND PEGGY CARTER PERMIT DRAWINGS 05/10/2021 JOSH WILCOX, ASSOC. AIA Peggy and Perry Carter 2806 Dixon Creek Lane Fort Collins, CO 80526 (925) 518-2037 Keira Harkin Old Town Design Build, Inc. 210 E Oak St Suite C Fort Collins, CO 80524 (970) 391-5486 Wyatt Knutson Weeks & Associates, Inc. 4730 S College Ave #201 Fort Collins, CO 80525 (970) 225-2422 CONTRACTOR STRUCTURAL ENGINEER SCALE: N 1 : 1 VICINITY MAP ARCHITECTURE D1.1 FIRST FLOOR DEMOLITION PLAN ARCHITECTURE A0.1 SITE PLAN A1.1 FIRST FLOOR PLAN A1.2 ROOF PLAN A4.1 BUILDING ELEVATIONS A4.2 BUILDING ELEVATIONS A5.1 BUILDING SECTIONS A6.1 WALL SECTIONS A7.1 DETAILS A8.1 INTERIOR ELEVATIONS A9.1 DOOR AND WINDOW TYPES, DOOR SCHEDULE, DETAILS STRUCTURE S1 FOUNDATION PLAN S2 FRAMING SCHEMATIC ELECTRICAL E1.0 ELECTRICAL SCHEMATIC ZONING AND CODE INFO: BUILDING CODES: 2018 IRC with local amendments 2018 IECC with local amendments 2018 IPC (State Adoption) with local amendments 2018 IMC with local amendments 2018 IEBC with local amendments 2018 IFGC with local amendments 2020 National Electrical Code, with local amendments City of Fort Collins Land Use Code Property Address: 2806 Dixon Creek Lane Property Owners: Peggy and Perry Carter Owner's Phone: (925) 518-2037 Parcel No: 9728221007 Legal Description: LOT 7, QUAIL HOLLOW SUB 5TH FIL, FTC Zoning District: R-L Subdivision: 17045 –QUAIL HOLLOW Neighborhood: 1971122 Setbacks: Front Yard-20 Feet Rear Yard-15 Feet Side Yard- 5 Feet Lot Size: 11,761 SF Floor Area Ratio: All development in the Low Density Residential District shall have a minimum lot area the equivalent of three (3) times the total floor area of the building but not less than six thousand (6,000) square feet. Allowable Total Floor Area: 3,920.3 SF* Actual Total Floor Area: Existing House: 2,411 SF Existing Garage: 568 SF Total: 2,979 SF –F.V. Allowable Addition Floor Area: 3,920.3 SF - 2,929.0 SF 941.3 SF Year Built: 1992 REMOVE EXISTING SIDING AT ALL EXTERIOR WALLS IN LOCATION OF NEW ADDITION D3D1D1D2 01/2"1" 2" 5 4 3 2 1 A B C D PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B-100 FORT COLLINS, CO 80525 (970) 223-1820 www.alm2s.com PRINTED FILE NAME: © alm2s 20215/10/2021 11:42:24 AM0000-Project-SD.rvtFIRST FLOOR DEMOLITION PLAN 2039 JW 05/10/2021 D1.1PERRY AND PEGGY CARTER2806 DIXON CREEK LANE - FORT COLLINS, COCARTER RESIDENCE ADDITIONSCALE:1/8" = 1'-0"D1.1 1 01 - FIRST FLOOR DEMO PLAN -DEMOLITION NOTES- Key Value Keynote Text D1 DEMOLITION OF EXISTING EXTERIOR WALL FRAMING, SHEATHING, GYPSUM BOARD, AND SIDING TO EXTENT SHOWN - PREPARE AREAS FOR NEW WORK. D2 REMOVE EXISTING FENCED CAT PATION IN ITS ENTIRETY. D3 REMOVE EXISTING DOOR, FRAME, AND TRIM IN ITS ENTIRETY - PREPARE AREAS FOR NEW WORK. NO ISSUE DATE 8"48' - 0 3/4"12' - 10" BEDROOM 13' - 0"16' - 0"DW W/D EXISTING KITCHENEXISTING LAUNDRY SEE-THRU GAS FIREPLACE 4' - 2 1/2" A8.11 A8.13 4 A4.2 2 4 A5.1 2 A5.1 2 4"3' - 1"3' - 0"6' - 3 1/2"EQ2' - 11 1/4"R.O.EQ2' - 11 1/4"6' - 4"6' - 11 1/2"3' - 6"3 1/2" CAT BOX AND STORAGE 2' - 2"GREAT ROOM 101 CLOSET 102 MECH. 100 BATH 104 CLOSET 105 BEDROOM 103 1 A5.1 3 A5.1 8' - 8"11' - 8" 5 1/2" 5 1/2"7' - 9"5 1/2"51' - 7 1/2"5 1/2"10' - 4 3/4"6' - 0"15' - 11 3/4"9' - 9"8' - 7"5 1/2"± 5' - 5 3/4"4' - 3"A8.1 6 101A 102 101B 100 103A 101C 104B 5 7 A8.1 8 A.1 A.1 D.1 B.2 B.1 C.1 EW1 EW1 P1 P1 P1 P1 P1 P1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 EW1 P1 4' - 0"1' - 4 1/2"6' - 7"5' - 4 1/4"6' - 0"11"4"R.O.6' - 8 1/2"2' - 9"F1 E.1 2' - 3"17' - 6 1/2"8' - 9 1/4"8' - 9 1/4"8' - 0" 104A 3/4"6' - 0 1/4"12.02 12.02 R4 R4 R4 R4 6.01 6.01 7' - 7"3 1/2" 3' - 6" 5 1/2"3' - 5 1/4"PROPOSED NEW ADDITIONEXISTING HOUSE1/4" / 12"17' - 6 1/2"A9.1 4 3' - 4" Slab on Grade 1/4" / 12" 11.02 11.01 8' - 0 5/8" 11' - 2" ± 10' - 1 3/4"4" / 12"4" / 12"4" / 12"4" / 12" 8' - 0 5/8" 8' - 0 5/8" 8' - 0 5/8" 8' - 0 5/8" 8' - 0 5/8"3' - 0"6' - 11"3' - 0"C1 C1 C1 C1 C1 C1 C1 C1 C1 6' - 4"6' - 6" 6.02 6.03 6.01 6.01 6.02 6.02 01/2"1"2"5 4 3 2 1 A B C D PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B-100 FORT COLLINS, CO 80525 (970) 223-1820 www.alm2s.com PRINTED FILE NAME: © alm2s 20215/10/2021 11:41:53 AM0000-Project-SD.rvtFIRST FLOOR PLAN 2039 JW 05/10/2021 A1.1PERRY AND PEGGY CARTER2806 DIXON CREEK LANE - FORT COLLINS, COCARTER RESIDENCE ADDITIONSCALE:1/4" = 1'-0"A1.1 1 ADDITION PLAN - ±920 SQ. FT. SCALE:1/4" = 1'-0"A1.1 2 01 - FIRST FLOOR REFLECTED CEILING PLAN -SYSTEM NOTES- Key Value Keynote Text C1 CEILING - 1/2" GYPSUM BOARD AT BOTTOM SIDE OF ROOF STRUCTURE ABOVE - PAINT FINISH. EW1 EXTERIOR WALL ASSEMBLY - 8" HORIZONTAL CEMENT FIBER LAP SIDING OVER TYVEK HOMEWRAP AIR BARRIER AT EXTERIOR SIDE OF 7/16" O.S.B. SHEATHING FASTENED TO 2X6 WOOD STUD FRAMING AT 16" O.C. WITH R-20 FIBERGLASS BATT INSULATION - PROVIDE 1/2" GYPSUM BOARD AT INTERIOR SIDE OF FRAMING - PAINT FINISH - PROVIDE MOLD-RESISTANT GYPSUM BOARD AT ALL TOILET, KITCHEN, AND LAUNDRY ROOMS - EXTERIOR SIDING TEXTURE AND PAINT TO MATCH EXISTING HOUSE. F1 FLOOR - 3/4" PLYWOOD SUBFLOOR GLUED AND NAILED TO 9-1/2" TJI210 FLOOR JOIST FRAMING AT 16" O.C. - PROVIDE FULL DEPTH FIBERGLASS BATT INSULATION - FLOOR FINISHES TO BE SPECIFIED BY OWNER. P1 INTERIOR PARTITION - 1/2" GYPSUM BOARD AT BOTH SIDES OF 2X4 WOOD STUD FRAMING AT 16" O.C. - PROVIDE MOLD-RESISTANT GYPSUM BOARD AT ALL TOILET, KITCHEN, AND LAUNDRY ROOMS. R1 ROOF - PRE-ENGINEERED ROOF TRUSS FRAMED - 30-YEAR HIGH-PROFILE ARCHITECTURAL ASPHALT SHINGLES OVER ROOFING FELT LAPPED 19" MIN. OVER 19/32" O.S.B. ROOF DECKING ANCHORED TO PRE-ENGINEERED ROOF TRUSSES WITH R-49 FIBERGLASS BATT INSULATION - PROVIDE CEILING PER REFLECTED CEILING PLANS - PROVIDE INSULATION BAFFLES AT EAVE CONDITIONS AND PRE-FINSIHED METAL ROOF EDGE FLASHING AT ALL RAKE AND EAVE CONDITIONS - RE: STRUCT. R2 FASCIA - 1X8 CEMENT FIBER FASCIA BOARD - TEXTURE AND PAINT TO MATCH EXISTING HOUSE. R3 GUTTER - 5" X 5" PRE-FINISHED METAL BOX-STYLE GUTTERS - PROVIDE OVER-GUTTER FLASHING AND ALL REQUIRED FASTENERS AND SUPPORTS. R4 DOWNSPOUT - 4" X 5" PRE-FINISHED METAL DOWNSPOUT - PROVIDE PRE-CAST CONCRETE SPLASHBLOCKS AT ALL GROUND LOCATIONS. R5 CONTINUOUS 12" WIDE ROOF RIDGE VENT. S1 1/4" THICK SMOOTH TEXTURE CEMENT FIBER SOFFIT WITH 1/2"X2-1/2" BATTENS AT JOINTS. PROVIDE 2 COATS OF PAINT FINISH. PROVIDE INTEGRAL SOFFIT VENTS WITH INSECT SCREENS AT EAVES OF R1 ROOF SYSTEM. SW1 STRUCTURAL FOUNDATION WALL - 8" CAST IN PLACE CONCRETE - PROVIDE CONTINUOUS R-10 (2") RIGID INSULATION AT INSIDE FACE OF WALL UP TO BOTTOM SIDE OF FLOOR JOISTS ABOVE - RE: STRUCT. SW2 STRUCTURAL FOOTING - RE: STRUCT. -GENERAL NOTES- Key Value Keynote Text G1 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF THE IBC, IRC, IMC, IECC - ALL CURRENT EDITIONS APPROVED BY THE CITY OF FORT COLLINS INCLUDING LOCAL AMENDMENTS. G2 THE EXISTING CONDITIONS DEPICTED ON THESE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION. CONTRACTOR SHALL REVIEW THE DRAWINGS, FIELD VERIFY EXISTING CONDITIONS, AND VERIFY ALL ASPECTS OF THIS PROJECT PRIOR TO BEGINNING CONSTRUCTION AND NOTIFY ARCHITECT AND OWNER REPRESENTATIVE OF ANY DISCREPANCIES. G3 DIMENSIONS ARE MEASURED FROM FACE OF FRAMING TO FACE OF FRAMING UNLESS NOTED OTHERWISE. G4 ALL EXPOSED ELECTRICAL, PLUMBING AND MECHANICAL EQUIPMENT AND METERS ARE TO BE SCREENED OR OTHERWISE PAINTED TO MATCH THE BUILDING. G5 UNFORESEEN CONDITIONS: SHOULD ANY CONDITION ARISE WHICH WOULD NOT NORMALLY BE ANTICIPATED, OR SHOULD ANY CONDITION BE UNCOVERED WHICH DOES NOT MATCH THE CONTRACT DOCUMENTS, NOTIFY THE ARCHITECT/OWNER FOR DIRECTION. G6 GENERAL CONTRACTOR SHALL PROVIDE FOR A SMOOTH TRANSITION BETWEEN EXISTING CONDITIONS TO REMAIN AND NEW CONSTRUCTION. GENERAL CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REPAIRING, PATCHING AND MATCHING ANY DAMAGED AREA CAUSED BY WEATHER, THE PROCESS OF CONSTRUCTION OR OTHER AS REQUIRED FOR COMPLETION OF THE NEW SPACE. G7 FRAMING SUBCONTRACTOR TO FURNISH AND INSTALL ALL WOOD WALL BLOCKING FOR MOUNTING OF ALL EQUIPMENT, LIGHTING, FIXTURES, CASEWORK, HANDRAILS, BATHROOM ACCESSORIES, COUNTERTOPS, AND/OR OTHER LOCATIONS WHERE FINISH ITEMS ARE TO BE SECURELY FASTENED TO THE FINISHED WALL OR CEILING. -KEYNOTES- Key Value Keynote Text 6.01 6X6 CEDAR TIMBER COLUMN - STAIN FINISH - RE: STRUCT. 6.02 6X10 CEDAR TIMBER BEAM - STAIN FINISH - RE: STRUCT. 6.03 2X6 CEDAR PERGOLA RAFTERS - STAIN FINISH - SLOPE 1:12 - RE: STRUCT. 7.01 R-10 VINYL-FACED FIBERGLASS BATT INSULATION MECHANICALLY ATTACHED TO INTERIOR SIDE OF EXISTING CONCRETE FOUNDATION WALL. 7.02 PROVIDE NEW CLASS I STEGOCRAWL VAPOR BARRIER OVER EXISTING FLOOR OF CRAWL SPACE - INSTALL AND SEAL TO FOUNDATION WALL INSULATION PER MANUFACTURER. 9.01 WALL FINISH - TILE SHOWER SURROUND - STYLE PER OWNER SPECIFICATIONS - PROVIDE CEMENTITIOUS BACKER BOARD IN LIEU OF GYPSUM BOARD AT ALL LOCTAIONS. 9.02 GLASS SHOWER WALL - PROVIDE TEMPERED GLASS SHOWER WALLS AS SHOWN. 9.03 CEMENT FIBER 5/4 X 4 OUTSIDE CORNER TRIM - WHITE PAINT FINISH. 10.01 STAINLESS STEEL GRAB BARS - PROVIDE SOLID BLOCKING. 10.03 24" TOWEL BAR - PROVIDE SOLID BLOCKING. 11.01 30" WIDE FREESTANDING ELECTRIC OVEN/STOVETOP RANGE PER OWNER SPECIFICATIONS. 11.02 REFRIGERATOR/FREEZER PER OWNER SPECIFICATIONS. 11.03 24" WIDE DISHWASHER PER OWNER SPECIFICATIONS. 11.04 30" HOOD WITH LIGHT KIT - DESIGN/BUILD ITEM BY MECHANICAL SUBCONTRACTOR - PROVIDE ADD-ALTERNATE FOR WALL-MOUNTED MICROWAVE/HOOD. 12.02 CLOSET ROD & SHELF WTIH SUPPORT BRACKETS. 22.03 SHOWER - DESIGN/BUILD ITEM BY PLUMBING SUBCONTRACTOR. 23.01 PROVIDE MECHANICAL VENTILLATION/CONDITIONING OF CRAWL SPACE - 1CFM PER 50 SQ. FT. OF UNDERFLOOR AREA - DESIGN/BUILD ITEM BY MECHANICAL CONTRACTOR. 23.02 PROVIDE ACTIVE RADON MITIGATION SYSTEM BASED ON RESULTS OF RADON TESTING - DESIGN/BUILD ITEM BY MECHANICAL CONTRACTOR. 26.01 6" Ø RECESSED CAN DOWNLIGHT - DESIGN/BUILD ITEM BY ELECTRICAL SUBCONTRACTOR. 26.02 PENDANT LIGHT FIXTURE - DESIGN/BUILD ITEM BY ELECTRICAL SUBCONTRACTOR. NO ISSUE DATE A4.2 2 4 A5.1 2 A5.1 -- -- 1 A5.1 3 A5.1 7" / 12"7" / 12" 7" / 12"7" / 12"7" / 12"7" / 12"7" / 12"7" / 12" 7" / 12" 7" / 12"7" / 12"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6"1' - 6" R1 R1 R1 R1 R1 R1 R1 R5 R5 R5 R1 1" / 12" CEDAR PERGOLA -SLOPE 2X6 PERGOLA JOISTS 1:12 -STAIN FINISHVALLEYVALLEYVALLEYVALLEY RIDGERIDGE RIDGERIDGETYP.1' - 0"PROPOSED NEW ADDITIONEXISTING HOUSEEXISTING HOUSE -NOT IN SCOPE 01/2"1" 2" 5 4 3 2 1 A B C D PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B-100 FORT COLLINS, CO 80525 (970) 223-1820 www.alm2s.com PRINTED FILE NAME: © alm2s 20215/10/2021 11:41:55 AM0000-Project-SD.rvtROOF PLAN 2039 JW 05/10/2021 A1.2PERRY AND PEGGY CARTER2806 DIXON CREEK LANE - FORT COLLINS, COCARTER RESIDENCE ADDITIONSCALE: N 1/4" = 1'-0" 03 - ROOF PLAN -SYSTEM NOTES- Key Value Keynote Text C1 CEILING - 1/2" GYPSUM BOARD AT BOTTOM SIDE OF ROOF STRUCTURE ABOVE - PAINT FINISH. EW1 EXTERIOR WALL ASSEMBLY - 8" HORIZONTAL CEMENT FIBER LAP SIDING OVER TYVEK HOMEWRAP AIR BARRIER AT EXTERIOR SIDE OF 7/16" O.S.B. SHEATHING FASTENED TO 2X6 WOOD STUD FRAMING AT 16" O.C. WITH R-20 FIBERGLASS BATT INSULATION - PROVIDE 1/2" GYPSUM BOARD AT INTERIOR SIDE OF FRAMING - PAINT FINISH - PROVIDE MOLD-RESISTANT GYPSUM BOARD AT ALL TOILET, KITCHEN, AND LAUNDRY ROOMS - EXTERIOR SIDING TEXTURE AND PAINT TO MATCH EXISTING HOUSE. F1 FLOOR - 3/4" PLYWOOD SUBFLOOR GLUED AND NAILED TO 9-1/2" TJI210 FLOOR JOIST FRAMING AT 16" O.C. - PROVIDE FULL DEPTH FIBERGLASS BATT INSULATION - FLOOR FINISHES TO BE SPECIFIED BY OWNER. P1 INTERIOR PARTITION - 1/2" GYPSUM BOARD AT BOTH SIDES OF 2X4 WOOD STUD FRAMING AT 16" O.C. - PROVIDE MOLD-RESISTANT GYPSUM BOARD AT ALL TOILET, KITCHEN, AND LAUNDRY ROOMS. R1 ROOF - PRE-ENGINEERED ROOF TRUSS FRAMED - 30-YEAR HIGH-PROFILE ARCHITECTURAL ASPHALT SHINGLES OVER ROOFING FELT LAPPED 19" MIN. OVER 19/32" O.S.B. ROOF DECKING ANCHORED TO PRE-ENGINEERED ROOF TRUSSES WITH R-49 FIBERGLASS BATT INSULATION - PROVIDE CEILING PER REFLECTED CEILING PLANS - PROVIDE INSULATION BAFFLES AT EAVE CONDITIONS AND PRE-FINSIHED METAL ROOF EDGE FLASHING AT ALL RAKE AND EAVE CONDITIONS - RE: STRUCT. R2 FASCIA - 1X8 CEMENT FIBER FASCIA BOARD - TEXTURE AND PAINT TO MATCH EXISTING HOUSE. R3 GUTTER - 5" X 5" PRE-FINISHED METAL BOX-STYLE GUTTERS - PROVIDE OVER-GUTTER FLASHING AND ALL REQUIRED FASTENERS AND SUPPORTS. R4 DOWNSPOUT - 4" X 5" PRE-FINISHED METAL DOWNSPOUT - PROVIDE PRE-CAST CONCRETE SPLASHBLOCKS AT ALL GROUND LOCATIONS. R5 CONTINUOUS 12" WIDE ROOF RIDGE VENT. S1 1/4" THICK SMOOTH TEXTURE CEMENT FIBER SOFFIT WITH 1/2"X2-1/2" BATTENS AT JOINTS. PROVIDE 2 COATS OF PAINT FINISH. PROVIDE INTEGRAL SOFFIT VENTS WITH INSECT SCREENS AT EAVES OF R1 ROOF SYSTEM. SW1 STRUCTURAL FOUNDATION WALL - 8" CAST IN PLACE CONCRETE - PROVIDE CONTINUOUS R-10 (2") RIGID INSULATION AT INSIDE FACE OF WALL UP TO BOTTOM SIDE OF FLOOR JOISTS ABOVE - RE: STRUCT. SW2 STRUCTURAL FOOTING - RE: STRUCT. -GENERAL NOTES- Key Value Keynote Text G1 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF THE IBC, IRC, IMC, IECC - ALL CURRENT EDITIONS APPROVED BY THE CITY OF FORT COLLINS INCLUDING LOCAL AMENDMENTS. G2 THE EXISTING CONDITIONS DEPICTED ON THESE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION. CONTRACTOR SHALL REVIEW THE DRAWINGS, FIELD VERIFY EXISTING CONDITIONS, AND VERIFY ALL ASPECTS OF THIS PROJECT PRIOR TO BEGINNING CONSTRUCTION AND NOTIFY ARCHITECT AND OWNER REPRESENTATIVE OF ANY DISCREPANCIES. G3 DIMENSIONS ARE MEASURED FROM FACE OF FRAMING TO FACE OF FRAMING UNLESS NOTED OTHERWISE. G4 ALL EXPOSED ELECTRICAL, PLUMBING AND MECHANICAL EQUIPMENT AND METERS ARE TO BE SCREENED OR OTHERWISE PAINTED TO MATCH THE BUILDING. G5 UNFORESEEN CONDITIONS: SHOULD ANY CONDITION ARISE WHICH WOULD NOT NORMALLY BE ANTICIPATED, OR SHOULD ANY CONDITION BE UNCOVERED WHICH DOES NOT MATCH THE CONTRACT DOCUMENTS, NOTIFY THE ARCHITECT/OWNER FOR DIRECTION. G6 GENERAL CONTRACTOR SHALL PROVIDE FOR A SMOOTH TRANSITION BETWEEN EXISTING CONDITIONS TO REMAIN AND NEW CONSTRUCTION. GENERAL CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REPAIRING, PATCHING AND MATCHING ANY DAMAGED AREA CAUSED BY WEATHER, THE PROCESS OF CONSTRUCTION OR OTHER AS REQUIRED FOR COMPLETION OF THE NEW SPACE. G7 FRAMING SUBCONTRACTOR TO FURNISH AND INSTALL ALL WOOD WALL BLOCKING FOR MOUNTING OF ALL EQUIPMENT, LIGHTING, FIXTURES, CASEWORK, HANDRAILS, BATHROOM ACCESSORIES, COUNTERTOPS, AND/OR OTHER LOCATIONS WHERE FINISH ITEMS ARE TO BE SECURELY FASTENED TO THE FINISHED WALL OR CEILING. REQUIERD ATTIC VENTILLATION (PER 2018 IRC R806.2) The minimum net free ventilating area shall be 1/150 of the area of the vented space ROOF AREA OVER CONDITIONED SPACE = 920 SQ. FT. X (1/150) = 6.133 SQ. FT. = 883.19 in2 EAVES:441.159 in2 RIDGE:441.159 in2 CONTINUOUS RIDGE VENT ACCEPTABLE WITH 3/4" VENT ALONG ALL RIDGE CONDITIONS NO ISSUE DATE 01 -FIRST LEVEL 100' -0" 4 A5.1 2 A5.1 3 A5.1 A.1 101C 7" 12" 7" 12" EW1 R1 R4 R5EXISTING HOUSE (NOT IN SCOPE) E.1 01/2"1" 2" 5 4 3 2 1 A B C D PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B-100 FORT COLLINS, CO 80525 (970) 223-1820 www.alm2s.com PRINTED FILE NAME: © alm2s 20215/10/2021 11:42:00 AM0000-Project-SD.rvtBUILDING ELEVATIONS 2039 JW 05/10/2021 A4.1PERRY AND PEGGY CARTER2806 DIXON CREEK LANE - FORT COLLINS, COCARTER RESIDENCE ADDITIONSCALE:1/4" = 1'-0"A4.1 1 EAST ELEVATION -SYSTEM NOTES- Key Value Keynote Text C1 CEILING - 1/2" GYPSUM BOARD AT BOTTOM SIDE OF ROOF STRUCTURE ABOVE - PAINT FINISH. EW1 EXTERIOR WALL ASSEMBLY - 8" HORIZONTAL CEMENT FIBER LAP SIDING OVER TYVEK HOMEWRAP AIR BARRIER AT EXTERIOR SIDE OF 7/16" O.S.B. SHEATHING FASTENED TO 2X6 WOOD STUD FRAMING AT 16" O.C. WITH R-20 FIBERGLASS BATT INSULATION - PROVIDE 1/2" GYPSUM BOARD AT INTERIOR SIDE OF FRAMING - PAINT FINISH - PROVIDE MOLD-RESISTANT GYPSUM BOARD AT ALL TOILET, KITCHEN, AND LAUNDRY ROOMS - EXTERIOR SIDING TEXTURE AND PAINT TO MATCH EXISTING HOUSE. F1 FLOOR - 3/4" PLYWOOD SUBFLOOR GLUED AND NAILED TO 9-1/2" TJI210 FLOOR JOIST FRAMING AT 16" O.C. - PROVIDE FULL DEPTH FIBERGLASS BATT INSULATION - FLOOR FINISHES TO BE SPECIFIED BY OWNER. P1 INTERIOR PARTITION - 1/2" GYPSUM BOARD AT BOTH SIDES OF 2X4 WOOD STUD FRAMING AT 16" O.C. - PROVIDE MOLD-RESISTANT GYPSUM BOARD AT ALL TOILET, KITCHEN, AND LAUNDRY ROOMS. R1 ROOF - PRE-ENGINEERED ROOF TRUSS FRAMED - 30-YEAR HIGH-PROFILE ARCHITECTURAL ASPHALT SHINGLES OVER ROOFING FELT LAPPED 19" MIN. OVER 19/32" O.S.B. ROOF DECKING ANCHORED TO PRE-ENGINEERED ROOF TRUSSES WITH R-49 FIBERGLASS BATT INSULATION - PROVIDE CEILING PER REFLECTED CEILING PLANS - PROVIDE INSULATION BAFFLES AT EAVE CONDITIONS AND PRE-FINSIHED METAL ROOF EDGE FLASHING AT ALL RAKE AND EAVE CONDITIONS - RE: STRUCT. R2 FASCIA - 1X8 CEMENT FIBER FASCIA BOARD - TEXTURE AND PAINT TO MATCH EXISTING HOUSE. R3 GUTTER - 5" X 5" PRE-FINISHED METAL BOX-STYLE GUTTERS - PROVIDE OVER-GUTTER FLASHING AND ALL REQUIRED FASTENERS AND SUPPORTS. R4 DOWNSPOUT - 4" X 5" PRE-FINISHED METAL DOWNSPOUT - PROVIDE PRE-CAST CONCRETE SPLASHBLOCKS AT ALL GROUND LOCATIONS. R5 CONTINUOUS 12" WIDE ROOF RIDGE VENT. S1 1/4" THICK SMOOTH TEXTURE CEMENT FIBER SOFFIT WITH 1/2"X2-1/2" BATTENS AT JOINTS. PROVIDE 2 COATS OF PAINT FINISH. PROVIDE INTEGRAL SOFFIT VENTS WITH INSECT SCREENS AT EAVES OF R1 ROOF SYSTEM. SW1 STRUCTURAL FOUNDATION WALL - 8" CAST IN PLACE CONCRETE - PROVIDE CONTINUOUS R-10 (2") RIGID INSULATION AT INSIDE FACE OF WALL UP TO BOTTOM SIDE OF FLOOR JOISTS ABOVE - RE: STRUCT. SW2 STRUCTURAL FOOTING - RE: STRUCT. NO ISSUE DATE 01 -FIRST LEVEL 100' -0" BEARING 108' -1 1/8" 4 A5.1 2 A5.1 3 A5.1 B.1 B.2 D.1 A.1 EXISTING HOUSE (NOT IN SCOPE) EW1 R1 R5 R4 R3 01 -FIRST LEVEL 100' -0" BEARING 108' -1 1/8" 1 A5.1 C.1 EXISTING HOUSE (NOT IN SCOPE) 7" 12" 7" 12" 7" 12" 1 " / 1 2 " EW1 R1 R2 R3 R4 9.03 R5 9.03 R3 R1 9.03 R4 01/2"1" 2" 5 4 3 2 1 A B C D PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B-100 FORT COLLINS, CO 80525 (970) 223-1820 www.alm2s.com PRINTED FILE NAME: © alm2s 20215/10/2021 11:42:07 AM0000-Project-SD.rvtBUILDING ELEVATIONS 2039 JW 05/10/2021 A4.2PERRY AND PEGGY CARTER2806 DIXON CREEK LANE - FORT COLLINS, COCARTER RESIDENCE ADDITIONSCALE:1/4" = 1'-0"A4.2 01 WEST ELEVATION SCALE:1/4" = 1'-0"A4.2 2 ADDITION - NORTH ELEVATION NO ISSUE DATE 01 -FIRST LEVEL 100' -0" BEARING 108' -1 1/8" BATH 104 BEDROOM 103 8' - 1 1/8"20' - 4"1' - 7 1/4"1' - 7 1/4"RE: STRUCT.± 2' - 11 3/4"CRAWL SPACE10"6' - 8"8' - 1 1/8"1 A5.1 7" 12" 7" 12" 4" 12" 4" 12" A6.1 1 A6.1 2 7.01 7.01 7.02 23.01 23.02 1/4" / 12" CRAWL SPACE GREAT ROOM 101 1 A5.1 A6.1 3 A6.1 4 SW1 SW2 R1 C1 1" / 12" 6.02 6.03 6.01 S1S1 1/4" / 12" 01 -FIRST LEVEL 100' -0" BEARING 108' -1 1/8" 1 A5.1 GREAT ROOM 101 CRAWL SPACE A6.1 5 7.01 7.02 7.0123.01 23.02 01 -FIRST LEVEL 100' -0" 4 A5.1 2 A5.1 GREAT ROOM 101 MECH. 100 EXIST. GARAGE 000BEDROOM 103 CRAWL SPACE2' - 5 3/4"2' - 3 1/2"2' - 3 1/2"2' - 4"3 A5.1 1' - 7 1/4" A6.1 6 A6.1 7 PRE-ENGINEERED GIRDER TRUSS BY OTHERS -RE: STRUCT.01/2"1" 2" 5 4 3 2 1 A B C D PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B-100 FORT COLLINS, CO 80525 (970) 223-1820 www.alm2s.com PRINTED FILE NAME: © alm2s 20215/10/2021 11:42:11 AM0000-Project-SD.rvtBUILDING SECTIONS 2039 JW 05/10/2021 A5.1PERRY AND PEGGY CARTER2806 DIXON CREEK LANE - FORT COLLINS, COCARTER RESIDENCE ADDITIONSCALE:1/4" = 1'-0"A5.1 4 BUILDING SECTION 4 SCALE:1/4" = 1'-0"A5.1 2 BUILDING SECTION 2 SCALE:1/4" = 1'-0"A5.1 3 BUILDING SECTION 3 SCALE:1/4" = 1'-0"A5.1 1 BUILDING SECTION 1 -SYSTEM NOTES- Key Value Keynote Text C1 CEILING - 1/2" GYPSUM BOARD AT BOTTOM SIDE OF ROOF STRUCTURE ABOVE - PAINT FINISH. EW1 EXTERIOR WALL ASSEMBLY - 8" HORIZONTAL CEMENT FIBER LAP SIDING OVER TYVEK HOMEWRAP AIR BARRIER AT EXTERIOR SIDE OF 7/16" O.S.B. SHEATHING FASTENED TO 2X6 WOOD STUD FRAMING AT 16" O.C. WITH R-20 FIBERGLASS BATT INSULATION - PROVIDE 1/2" GYPSUM BOARD AT INTERIOR SIDE OF FRAMING - PAINT FINISH - PROVIDE MOLD-RESISTANT GYPSUM BOARD AT ALL TOILET, KITCHEN, AND LAUNDRY ROOMS - EXTERIOR SIDING TEXTURE AND PAINT TO MATCH EXISTING HOUSE. F1 FLOOR - 3/4" PLYWOOD SUBFLOOR GLUED AND NAILED TO 9-1/2" TJI210 FLOOR JOIST FRAMING AT 16" O.C. - PROVIDE FULL DEPTH FIBERGLASS BATT INSULATION - FLOOR FINISHES TO BE SPECIFIED BY OWNER. P1 INTERIOR PARTITION - 1/2" GYPSUM BOARD AT BOTH SIDES OF 2X4 WOOD STUD FRAMING AT 16" O.C. - PROVIDE MOLD-RESISTANT GYPSUM BOARD AT ALL TOILET, KITCHEN, AND LAUNDRY ROOMS. R1 ROOF - PRE-ENGINEERED ROOF TRUSS FRAMED - 30-YEAR HIGH-PROFILE ARCHITECTURAL ASPHALT SHINGLES OVER ROOFING FELT LAPPED 19" MIN. OVER 19/32" O.S.B. ROOF DECKING ANCHORED TO PRE-ENGINEERED ROOF TRUSSES WITH R-49 FIBERGLASS BATT INSULATION - PROVIDE CEILING PER REFLECTED CEILING PLANS - PROVIDE INSULATION BAFFLES AT EAVE CONDITIONS AND PRE-FINSIHED METAL ROOF EDGE FLASHING AT ALL RAKE AND EAVE CONDITIONS - RE: STRUCT. R2 FASCIA - 1X8 CEMENT FIBER FASCIA BOARD - TEXTURE AND PAINT TO MATCH EXISTING HOUSE. R3 GUTTER - 5" X 5" PRE-FINISHED METAL BOX-STYLE GUTTERS - PROVIDE OVER-GUTTER FLASHING AND ALL REQUIRED FASTENERS AND SUPPORTS. R4 DOWNSPOUT - 4" X 5" PRE-FINISHED METAL DOWNSPOUT - PROVIDE PRE-CAST CONCRETE SPLASHBLOCKS AT ALL GROUND LOCATIONS. R5 CONTINUOUS 12" WIDE ROOF RIDGE VENT. S1 1/4" THICK SMOOTH TEXTURE CEMENT FIBER SOFFIT WITH 1/2"X2-1/2" BATTENS AT JOINTS. PROVIDE 2 COATS OF PAINT FINISH. PROVIDE INTEGRAL SOFFIT VENTS WITH INSECT SCREENS AT EAVES OF R1 ROOF SYSTEM. SW1 STRUCTURAL FOUNDATION WALL - 8" CAST IN PLACE CONCRETE - PROVIDE CONTINUOUS R-10 (2") RIGID INSULATION AT INSIDE FACE OF WALL UP TO BOTTOM SIDE OF FLOOR JOISTS ABOVE - RE: STRUCT. SW2 STRUCTURAL FOOTING - RE: STRUCT. -KEYNOTES- Key Value Keynote Text 6.01 6X6 CEDAR TIMBER COLUMN - STAIN FINISH - RE: STRUCT. 6.02 6X10 CEDAR TIMBER BEAM - STAIN FINISH - RE: STRUCT. 6.03 2X6 CEDAR PERGOLA RAFTERS - STAIN FINISH - SLOPE 1:12 - RE: STRUCT. 7.01 R-10 VINYL-FACED FIBERGLASS BATT INSULATION MECHANICALLY ATTACHED TO INTERIOR SIDE OF EXISTING CONCRETE FOUNDATION WALL. 7.02 PROVIDE NEW CLASS I STEGOCRAWL VAPOR BARRIER OVER EXISTING FLOOR OF CRAWL SPACE - INSTALL AND SEAL TO FOUNDATION WALL INSULATION PER MANUFACTURER. 9.01 WALL FINISH - TILE SHOWER SURROUND - STYLE PER OWNER SPECIFICATIONS - PROVIDE CEMENTITIOUS BACKER BOARD IN LIEU OF GYPSUM BOARD AT ALL LOCTAIONS. 9.02 GLASS SHOWER WALL - PROVIDE TEMPERED GLASS SHOWER WALLS AS SHOWN. 9.03 CEMENT FIBER 5/4 X 4 OUTSIDE CORNER TRIM - WHITE PAINT FINISH. 10.01 STAINLESS STEEL GRAB BARS - PROVIDE SOLID BLOCKING. 10.03 24" TOWEL BAR - PROVIDE SOLID BLOCKING. 11.01 30" WIDE FREESTANDING ELECTRIC OVEN/STOVETOP RANGE PER OWNER SPECIFICATIONS. 11.02 REFRIGERATOR/FREEZER PER OWNER SPECIFICATIONS. 11.03 24" WIDE DISHWASHER PER OWNER SPECIFICATIONS. 11.04 30" HOOD WITH LIGHT KIT - DESIGN/BUILD ITEM BY MECHANICAL SUBCONTRACTOR - PROVIDE ADD-ALTERNATE FOR WALL-MOUNTED MICROWAVE/HOOD. 12.02 CLOSET ROD & SHELF WTIH SUPPORT BRACKETS. 22.03 SHOWER - DESIGN/BUILD ITEM BY PLUMBING SUBCONTRACTOR. 23.01 PROVIDE MECHANICAL VENTILLATION/CONDITIONING OF CRAWL SPACE - 1CFM PER 50 SQ. FT. OF UNDERFLOOR AREA - DESIGN/BUILD ITEM BY MECHANICAL CONTRACTOR. 23.02 PROVIDE ACTIVE RADON MITIGATION SYSTEM BASED ON RESULTS OF RADON TESTING - DESIGN/BUILD ITEM BY MECHANICAL CONTRACTOR. 26.01 6" Ø RECESSED CAN DOWNLIGHT - DESIGN/BUILD ITEM BY ELECTRICAL SUBCONTRACTOR. 26.02 PENDANT LIGHT FIXTURE - DESIGN/BUILD ITEM BY ELECTRICAL SUBCONTRACTOR. NO ISSUE DATE 01 -FIRST LEVEL 100' -0" BEARING 108' -1 1/8" SW1 EW1 R1 R3 R2 R4 SW2 C1 2' - 11 3/4"11 3/4"6' - 8"10"7 1/8"1' - 2 3/4"8' - 1 1/8"1' - 7 1/4" F1 01 -FIRST LEVEL 100' -0" BEARING 108' -1 1/8"C1 EW1 R3 R2 R1 R4 F1 SW1 SW2 A9.1 1 A9.1 2 A7.1 1 R1 R2 S1 EW1 R4 R3 SW1 SW2 F1 7.01 EW1 F1 SW1 SW28' - 0 3/4"7.01 A7.1 3R1 R2 S1 C1 01 -FIRST LEVEL 100' -0" BEARING 108' -1 1/8"6' - 0"1' - 0"8' - 1 1/8"HEEL1' - 2 3/4"A.1 R3 R4 R1 EW1 SW1 C1 F1 7.01 A7.1 2 01 -FIRST LEVEL 100' -0" BEARING 108' -1 1/8" 01 -FIRST LEVEL 100' -0" BEARING 108' -1 1/8" MECH. 100 GREAT ROOM 101 PRE-FINISHED METAL ROOF TO WALL FLASHING EXISTING FOUNDATION WALL TO REMAIN EXISTING GARAGE FLOOR -SLAB ON GRADE 01/2"1" 2" 5 4 3 2 1 A B C D PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B-100 FORT COLLINS, CO 80525 (970) 223-1820 www.alm2s.com PRINTED FILE NAME: © alm2s 20215/10/2021 11:42:15 AM0000-Project-SD.rvtWALL SECTIONS 2039 JW 05/10/2021 A6.1PERRY AND PEGGY CARTER2806 DIXON CREEK LANE - FORT COLLINS, COCARTER RESIDENCE ADDITIONSCALE:1/2" = 1'-0"A6.1 1 WALL SECTION 1 SCALE:1/2" = 1'-0"A6.1 2 WALL SECTION 2 SCALE:1/2" = 1'-0"A6.1 3 WALL SECTION 3 SCALE:1/2" = 1'-0"A6.1 4 WALL SECTION 4 SCALE:1/2" = 1'-0"A6.1 5 WALL SECTION 5 SCALE:1/2" = 1'-0"A6.1 6 WALL SECTION 6 SCALE:1/2" = 1'-0"A6.1 7 WALL SECTION 7 -SYSTEM NOTES- Key Value Keynote Text C1 CEILING - 1/2" GYPSUM BOARD AT BOTTOM SIDE OF ROOF STRUCTURE ABOVE - PAINT FINISH. EW1 EXTERIOR WALL ASSEMBLY - 8" HORIZONTAL CEMENT FIBER LAP SIDING OVER TYVEK HOMEWRAP AIR BARRIER AT EXTERIOR SIDE OF 7/16" O.S.B. SHEATHING FASTENED TO 2X6 WOOD STUD FRAMING AT 16" O.C. WITH R-20 FIBERGLASS BATT INSULATION - PROVIDE 1/2" GYPSUM BOARD AT INTERIOR SIDE OF FRAMING - PAINT FINISH - PROVIDE MOLD-RESISTANT GYPSUM BOARD AT ALL TOILET, KITCHEN, AND LAUNDRY ROOMS - EXTERIOR SIDING TEXTURE AND PAINT TO MATCH EXISTING HOUSE. F1 FLOOR - 3/4" PLYWOOD SUBFLOOR GLUED AND NAILED TO 9-1/2" TJI210 FLOOR JOIST FRAMING AT 16" O.C. - PROVIDE FULL DEPTH FIBERGLASS BATT INSULATION - FLOOR FINISHES TO BE SPECIFIED BY OWNER. P1 INTERIOR PARTITION - 1/2" GYPSUM BOARD AT BOTH SIDES OF 2X4 WOOD STUD FRAMING AT 16" O.C. - PROVIDE MOLD-RESISTANT GYPSUM BOARD AT ALL TOILET, KITCHEN, AND LAUNDRY ROOMS. R1 ROOF - PRE-ENGINEERED ROOF TRUSS FRAMED - 30-YEAR HIGH-PROFILE ARCHITECTURAL ASPHALT SHINGLES OVER ROOFING FELT LAPPED 19" MIN. OVER 19/32" O.S.B. ROOF DECKING ANCHORED TO PRE-ENGINEERED ROOF TRUSSES WITH R-49 FIBERGLASS BATT INSULATION - PROVIDE CEILING PER REFLECTED CEILING PLANS - PROVIDE INSULATION BAFFLES AT EAVE CONDITIONS AND PRE-FINSIHED METAL ROOF EDGE FLASHING AT ALL RAKE AND EAVE CONDITIONS - RE: STRUCT. R2 FASCIA - 1X8 CEMENT FIBER FASCIA BOARD - TEXTURE AND PAINT TO MATCH EXISTING HOUSE. R3 GUTTER - 5" X 5" PRE-FINISHED METAL BOX-STYLE GUTTERS - PROVIDE OVER-GUTTER FLASHING AND ALL REQUIRED FASTENERS AND SUPPORTS. R4 DOWNSPOUT - 4" X 5" PRE-FINISHED METAL DOWNSPOUT - PROVIDE PRE-CAST CONCRETE SPLASHBLOCKS AT ALL GROUND LOCATIONS. R5 CONTINUOUS 12" WIDE ROOF RIDGE VENT. S1 1/4" THICK SMOOTH TEXTURE CEMENT FIBER SOFFIT WITH 1/2"X2-1/2" BATTENS AT JOINTS. PROVIDE 2 COATS OF PAINT FINISH. PROVIDE INTEGRAL SOFFIT VENTS WITH INSECT SCREENS AT EAVES OF R1 ROOF SYSTEM. SW1 STRUCTURAL FOUNDATION WALL - 8" CAST IN PLACE CONCRETE - PROVIDE CONTINUOUS R-10 (2") RIGID INSULATION AT INSIDE FACE OF WALL UP TO BOTTOM SIDE OF FLOOR JOISTS ABOVE - RE: STRUCT. SW2 STRUCTURAL FOOTING - RE: STRUCT. NO ISSUE DATE BEARING 108' -1 1/8"1 1/2" 30 YEAR HIGH PROFILE ARCHITECTURAL ASPHALT SHINGLES ROOFING FELT LAPPED 19" MIN. PRE-FINISHED METAL OVER- GUTTER FLASHING PRE-FINISHED METAL GUTTER -PROFILE TO MATCH EXISTING GUTTERS ON HOUSE 1X8 CEMENT FUIBER FASCIA -PAINT JOINT SEALANT AND BACKER ROD 5/16" PERFORATED/VENTED CEMENT FIBER SOFFIT PANELS -PAINT JOINT SEALANT AND BACKER ROD 7/16" O.S.B. SHEATHING -EXTEND TO BOTTOM SIDE OF ROOF DECK PROVIDE 1" DIAMETER VENT HOLES PROVIDE SELF-ADHERED FLEXIBLE MEMBRANE FLASHING AT INSIDE FACE OF TOP PLATE PROVIDE EAVE VENT BAFFLE AT ALL EAVE CONDITIONS HEEL - TYP.1' - 2 1/2"OVERHANG - TYP. 1' - 7 1/4" **OVERHANG OF EXISTING HOUSE IS ESTIMATED AT 1'-6" TO FACE OF EXTERIOR SIDING -MATCH NEW OVERHANG TO EXISTING CONSTRUCTION 3/4" SUBFLOOR SILL SEALER BELOW MUDSILL CEMENT FIBER LAP SIDING WITH FAUX WOOD TEXTURE AND 8" EXPOSURE -PAINT TO MATCH EXISTING HOUSE R-10 VINYL-FACED FIBERGLASS BATT INSULATION RIM BOARD POLYURETHANE SPRAY FOAM INSULATION TYVEK HOMEWRAP AIR BARRIER 1/2" GYP. BOARD -PAINT 2X6 WOOD STUD FRAMING AT 16" O.C. WITH R-20 FIBERGLASS BATT INSULATION ANCHOR BOLTS -RE: STRUCT. 1' - 7 1/4" * PRE-FINISHED METAL ROOF EDGE FLASHING ROOFINNG FELT LAPPED 19" MIN 30 YEAR HIGH-PROFILE ARCHITECTURAL ASPHALT SHINGLES 5/16" CEMENT FIBER SOFFIT PANELS -PAINT CONTINUOUS JOINT SEALANT AND BACKER ROD 1X8 CEMENT FIBER FASCIA -PAINT 2X6 LOOKOUT RAFTERS AT 24" O.C. -RE: STRUCT. BLOCKING LUMBER BETWEEN EACH LOOKOUT RAFTER PRE-ENGINEERED ROOF TRUSSES AT 24" O.C. -RE: STRUCT. JOINT SEALANT AND BACKER ROD CEMENT FIBER HORIZONTAL LAP SIDING WITH FAUX WOOD TEXTURE AND 8" EXPOSURE *OVERHANG OF EXISTING HOUSE IS ESTIMATED AT 1'-6" TO FACE OF EXTERIOR SIDING -MATCH NEW OVERHANG TO EXISTING CONSTRUCTION 01/2"1" 2" 5 4 3 2 1 A B C D PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B-100 FORT COLLINS, CO 80525 (970) 223-1820 www.alm2s.com PRINTED FILE NAME: © alm2s 20215/10/2021 11:42:16 AM0000-Project-SD.rvtDETAILS 2039 JW 05/10/2021 A7.1PERRY AND PEGGY CARTER2806 DIXON CREEK LANE - FORT COLLINS, COCARTER RESIDENCE ADDITIONSCALE:1 1/2" = 1'-0"A7.1 2 SECTION DETAIL - ROOF EAVE - TYP. SCALE:1 1/2" = 1'-0"A7.1 1 SECTION DETAIL - BASE OF EXT. WALL - TYP. SCALE:1 1/2" = 1'-0"A7.1 3 SECTION DETAIL - ROOF RAKE - TYP. NO ISSUE DATE END PANEL 1 1/2" DW 2' - 0" SINK BASE 2' - 6" BASE 1' - 6" RANGE 2' - 6" BASE 1' - 6" DOUBLE PANTRY 3' - 3"3' - 0"1' - 6"3' - 0"W.C. 2' - 0"2' - 6"W.C. W.C. 2' - 6" W.C. 1' - 6" W.C. 3' - 3" CROWN MOULDING PER OWNER SPECIFICATIONS 2 ' - 0 " 3 ' - 6 "3' - 6" 2' - 0" 26.02 26.01 11.03 11.01 11.02 PROVIDE WATER SHUTOFF VALVE FOR REFRIGERATOR UNDER SINK 1' - 6"6' - 0"1' - 6"11.04 BASE 2' - 0" BASE 2' - 0" TRASH/RECYCLE 2' - 0"3' - 0"± 5' - 9"9"2' - 3"2' - 3"9" MICROWAVE1' - 9"4' - 8"4' - 2"FILLER 3/4" SINK BASE 2' - 6" DRAWERS 1' - 6" SINK BASE 2' - 6" FILLER 3/4"1' - 3"3' - 0"VANITY MIRROR CABINET3' - 0"3' - 6"3' - 0"10.01 10.03 9.02 1' - 6" 2' - 6"1' - 1 1/2"2' - 6"6' - 9"RECESSED SHELF 3' - 0" STAINLESS STEEL GRAB BAR - PROVIDE SOLID BLOCKING 3' - 0"3' - 0"6' - 9"6"3' - 6"4"3' - 0"10.03 10.03 9.01 OFFSET SHOWER CONTROLS NEAR ENTRANCE TO SHOWER RECESSED SHELF 2' - 6"3' - 4 1/2"22.03 ROLL-IN SHOWER PAN STAINLESS STEEL VERTICAL GRAB BAR -PROVIDE SOLID BLOCKING1' - 6"3' - 0"2' - 2" CAT DOOR FILLER 1/8" BASE 3' - 6" FILLER 1/8"3' - 0"1' - 6"1' - 2"101B 102 101A 01/2"1" 2" 5 4 3 2 1 A B C D PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B-100 FORT COLLINS, CO 80525 (970) 223-1820 www.alm2s.com PRINTED FILE NAME: © alm2s 20215/10/2021 11:42:17 AM0000-Project-SD.rvtINTERIOR ELEVATIONS 2039 JW 05/10/2021 A8.1PERRY AND PEGGY CARTER2806 DIXON CREEK LANE - FORT COLLINS, COCARTER RESIDENCE ADDITIONSCALE:1/2" = 1'-0"A8.1 1 KITCHEN - ELEVATION 1 SCALE:1/2" = 1'-0"A8.1 2 KITCHEN - ELEVATION 2 SCALE:1/2" = 1'-0"A8.1 3 BATH - ELEVATION 1 SCALE:1/2" = 1'-0"A8.1 4 BATH - ELEVATION 2 SCALE:1/2" = 1'-0"A8.1 5 BATH - ELEVATION 3 SCALE:1/2" = 1'-0"A8.1 6 BATH - ELEVATION 4 SCALE:1/2" = 1'-0"A8.1 7 BATH - ELEVATION 5 SCALE:1/2" = 1'-0"A8.1 8 BUILT-IN ELEVATION -KEYNOTES- Key Value Keynote Text 6.01 6X6 CEDAR TIMBER COLUMN - STAIN FINISH - RE: STRUCT. 6.02 6X10 CEDAR TIMBER BEAM - STAIN FINISH - RE: STRUCT. 6.03 2X6 CEDAR PERGOLA RAFTERS - STAIN FINISH - SLOPE 1:12 - RE: STRUCT. 7.01 R-10 VINYL-FACED FIBERGLASS BATT INSULATION MECHANICALLY ATTACHED TO INTERIOR SIDE OF EXISTING CONCRETE FOUNDATION WALL. 7.02 PROVIDE NEW CLASS I STEGOCRAWL VAPOR BARRIER OVER EXISTING FLOOR OF CRAWL SPACE - INSTALL AND SEAL TO FOUNDATION WALL INSULATION PER MANUFACTURER. 9.01 WALL FINISH - TILE SHOWER SURROUND - STYLE PER OWNER SPECIFICATIONS - PROVIDE CEMENTITIOUS BACKER BOARD IN LIEU OF GYPSUM BOARD AT ALL LOCTAIONS. 9.02 GLASS SHOWER WALL - PROVIDE TEMPERED GLASS SHOWER WALLS AS SHOWN. 9.03 CEMENT FIBER 5/4 X 4 OUTSIDE CORNER TRIM - WHITE PAINT FINISH. 10.01 STAINLESS STEEL GRAB BARS - PROVIDE SOLID BLOCKING. 10.03 24" TOWEL BAR - PROVIDE SOLID BLOCKING. 11.01 30" WIDE FREESTANDING ELECTRIC OVEN/STOVETOP RANGE PER OWNER SPECIFICATIONS. 11.02 REFRIGERATOR/FREEZER PER OWNER SPECIFICATIONS. 11.03 24" WIDE DISHWASHER PER OWNER SPECIFICATIONS. 11.04 30" HOOD WITH LIGHT KIT - DESIGN/BUILD ITEM BY MECHANICAL SUBCONTRACTOR - PROVIDE ADD-ALTERNATE FOR WALL-MOUNTED MICROWAVE/HOOD. 12.02 CLOSET ROD & SHELF WTIH SUPPORT BRACKETS. 22.03 SHOWER - DESIGN/BUILD ITEM BY PLUMBING SUBCONTRACTOR. 23.01 PROVIDE MECHANICAL VENTILLATION/CONDITIONING OF CRAWL SPACE - 1CFM PER 50 SQ. FT. OF UNDERFLOOR AREA - DESIGN/BUILD ITEM BY MECHANICAL CONTRACTOR. 23.02 PROVIDE ACTIVE RADON MITIGATION SYSTEM BASED ON RESULTS OF RADON TESTING - DESIGN/BUILD ITEM BY MECHANICAL CONTRACTOR. 26.01 6" Ø RECESSED CAN DOWNLIGHT - DESIGN/BUILD ITEM BY ELECTRICAL SUBCONTRACTOR. 26.02 PENDANT LIGHT FIXTURE - DESIGN/BUILD ITEM BY ELECTRICAL SUBCONTRACTOR. NO ISSUE DATE RE: SCHEDULERE: SCHEDULE 1 2.2 3 4 6RE: SCHEDULERE: SCHEDULE RE: SCHEDULE SOLID-CORE WOOD ENTRY DOOR -PAINT EXTERIOR, WHITE PAINT INTERIOR HOLLOW-CORE WOOD SINGLE INTERIOR DOOR - WHITE PAINT FINISH SOLID-CORE WOOD INTERIOR DOUBLE DOOR - WHITE PAINT FINISH HOLLOW-CORE WOOD INTERIOR POCKET DOOR -HARDWARE PER MANUFACTURER -WHITE PAINT FINISH FOUR-PANEL OXXO VINYL SLIDING GLASS DOOR -STYLE TO MATCH EXISTING SLIDING DOOR ON EXISTING HOUSE ROUGH OPENING HEIGHTROUGH OPENING WIDTH F1 PRE-HUNG WOOD DOOR FRAME - PAINT/STAIN FINISH PER OWNER SPECIFICATIONS EQ EQ RE: SCHEDULERE: SCHEDULERE: SCHEDULE R.O. PER MANUFACTURER RE: SCHEDULERE: SCHEDULE 2.1 SOLID-CORE WOOD SINGLE INTERIOR DOOR -WHITE PAINT FINISH -OPAQUE GLASSRE: SCHEDULERE: SCHEDULE ALL DOORS TO BE SIMILAR TO DOORS ON EXISTING HOUSE 5"5"5"10"1/2" GYP. BOARD -PNT. WOOD DOOR TRIM -STAIN PRE-HUNG WOOD DOOR FRAME -STAIN 2x WOOD STUD FRAMING - VERIFY WALL THICKNESS @ DOOR LOCATION PRE-HUNG WOOD DOOR -STAIN 7' - 0"6' - 0"5' - 0" 2' - 6"2' - 6" 6' - 0"10"7' - 6"10"7' - 6"4' - 0"7' - 0"4' - 6"2' - 6" A.1 B.1 B.2 C.1 D.1 FIXED DOUBLE PICTURE WINDOW FIXED TRANSOM WINDOW FIXED TRANSOM WINDOW SINGLE CASEMENT WINDOW SINGLE HUNG WINDOW WINDOW NOTES • ALL WINDOWS TO BE OF SIMILAR MATERIALS TO WINDOWS ON EXISTING HOUSE • ALL DIMENSIONS SHOWN ON THE FLOOR PLANS REFER TO THE ACTUAL WINDOW DIMENSION AND DO NOT TAKE INTO ACCOUNT THE ROUGH OPENING SIZE REQUIRED BY THE WINDOW MANUFACTUER. CONTRACTOR/FRAMER TO COORDIANTE WITH THE APPROVED WINDOW SHOP DRAWINGS • ALL WINDOWS TO BE GERKIN WINDOWS COMFORT SERIES -ARGON/AIR FILLED LOW-E DOUBLE INSULATED GLAZING -VINYL FRAME, HIGH ALTITUDE OR SIMILAR • MINIMUM U-FACTOR = 0.30 = TEMPERED GLAZING (WHERE REQUIRED)7' - 0"3' - 0"6' - 6" 2' - 0"2' - 6"2' - 0" E.1 DOUBLE CASEMENT WITH CENTER PICTURE WINDOW2' - 6"EGRESSTT T 7' - 0"3' - 8"3' - 4"2' - 6" SELF-ADHERED FLEXIBLE MEMBRANE FLASHING TO WRAP AND EXTEND INTO OPENING WINDOW PER PLAN PRE-FINISHED METAL WINDOW SILL FLASHING WINDOW TRIM TO MATCH TRIM ON EXISTING HOUSE -PAINT FINISH LAP SIDING -PAINT CONTINUOS JOINT SEALANT BETWEEN SIDING AND TRIM MDF WINDOW SILL AND TRIM -PAINT CONTINUOUS JOINT SEALANT AND BACKER ROD 1/2" GYP. BOARD -PAINT 2X6 WOOD STUD FRAMING AT 16" O.C. WITH R-20 FIBERGLASS BATT INSULATION TYVEK HOMEWRAP AIR BARRIER 7/16" O.S.B. SHEATHING PROVIDE BLOCKING AS REQUIRED WINDOW PER PLAN PRE-FINISHED METAL FLASHING WITH DRIP EDGE AT TOP OF TRIM WINDOW TRIM TO MATCH TRIM ON EXISTING HOUSE -PAINT FINISH PRE-FINISHED INTEGRAL WINDOW HEAD TRIM HEADER -RE: STRUCT. SELF-ADHERED FLEXIBLE MEMBRANE FLASHING TO WRAP AND EXTEND INTO OPENING LAP SIDING -PAINT TYVEK HOMEWRAP AIR BARRIER 7/16" O.S.B. SHEATHING WOOD OR MDF WINDOW TRIM -PAINT CONTINUOUS JOINT SEALANT AND BACKER ROD 1/2" GYP. BOARD -PAINT 2X6 WOOD STUD FRAMING AT 16" O.C. WITH R-20 FIBERGLASS BATT INSULATION 2X6 WOOD STUD FRAMING AT 16" O.C. WITH R-20 FIBERGLASS BATT INSULATION LAP SIDING -PAINT TYVEK HOMEWRAP AIR BARRIER 7/16" O.S.B. SHEATHING CONTINUOUS JOINT SEALANT BETWEEN SIDING AND TRIM WINDOW TRIM TO MATCH TRIM ON EXISTING HOUSE -PAINT FINISH MDF WINDOW SURROUND AND TRIM -PAINT SELF-ADHERED FLEXIBLE MEMBRANE FLASHING TO WRAP AND EXTEND INTO OPENING CONTINUOUS JOINT SEALANT AND BACKER ROD 1/2" GYP. BOARD -PAINT CONTINUOUS JOINT SEALANT AND BACKER ROD WINDOW PER PLAN 01/2"1" 2" 5 4 3 2 1 A B C D PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B-100 FORT COLLINS, CO 80525 (970) 223-1820 www.alm2s.com PRINTED FILE NAME: © alm2s 20215/10/2021 11:42:21 AM0000-Project-SD.rvtDOOR AND WINDOW TYPES, DOOR SCHEDULE, DETAILS 2039 JW 05/10/2021 A9.1PERRY AND PEGGY CARTER2806 DIXON CREEK LANE - FORT COLLINS, COCARTER RESIDENCE ADDITIONDOOR SCHEDULE MARK FROM ROOM TO ROOM DOOR TYPE DIMENSIONS COMMENTSWIDTH HEIGHT THICKNESS 100 EXIST. GARAGE MECH. 3 60" 80" 1 3/4" 101A GREAT ROOM 1 34" 80" 1 3/4" 101B GREAT ROOM 2.1 32" 80" 1 3/4" 101C GREAT ROOM 6 144" 96" 1 3/4" 102 CLOSET GREAT ROOM 2.2 30" 80" 1 3/8" 103A GREAT ROOM BEDROOM 2.2 36" 80" 1 3/8" 104A BATH BEDROOM 4 36" 80" 1 3/8" 104B BATH BATH 4 36" 80" 1 3/8" SCALE:1/4" = 1'-0" DOOR AND FRAME TYPES SCALE:3" = 1'-0"A9.1 3 DETAIL - INT. DOOR HEAD (JAMB SIMILAR) - TYP. SCALE:1/4" = 1'-0" WINDOW TYPES SCALE:3" = 1'-0"A9.1 1 SECTION DETAIL - WINDOW SILL - TYP. SCALE:3" = 1'-0"A9.1 2 SECTION DETAIL - WINDOW HEAD - TYP. SCALE:3" = 1'-0"A9.1 4 PLAN DETAIL - WINDOW JAMB - TYP. NO ISSUE DATE 60" AFF 60"AFFDRYAC ACDISP.A.C.A.C.A.C.AC 33242121321OPTIONAL CEILING FAN OR CHANDELLIER DISPOSAL OPTIONAL CEILING FAN OR CHANDELLIER 1 01/2"1" 2" 5 4 3 2 1 A B C D PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B-100 FORT COLLINS, CO 80525 (970) 223-1820 www.alm2s.com PRINTED FILE NAME: © alm2s 20215/10/2021 11:42:28 AM0000-Project-SD.rvtELECTRICAL SCHEMATIC 2039 JW 05/10/2021 E1.0PERRY AND PEGGY CARTER2806 DIXON CREEK LANE - FORT COLLINS, COCARTER RESIDENCE ADDITIONSCALE:1/4" = 1'-0"E1.0 1 ELECTRICAL POWER SCHEMATIC SCALE:1/4" = 1'-0"E1.0 2 ELECTRICAL LIGHTING SCHEMATIC ELECTRICAL NOTES: • ALL ELECTRICAL PLANS ARE SCHEMATIC IN NATURE AND ARE FOR DESIGN INTENT ONLY • ALL ELECTRICAL SYSTEMS ARE TO BE INSTALLED BY LICENSED ELECTRICIAN AND ACCORDING TO ALL CODES NO ISSUE DATE