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HomeMy WebLinkAboutPLANS Crawlspace 112 Ute Ln 2022-05-05BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 A1 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS GARDEN ROOM SET 11/9/21 CD Da l l m a n C o n s t r u c t i o n C o . 11 2 U t e L a n e Es t e s P a r k , CO 80 5 1 7 Wi n s l o w C r a w l F i n i s h 11/9/2021 Main Floor EL: 100'-0" Garden Room EL: 89'-10 1/4" NEW WINDOWS WORK AREA BUILDING ENVELOPE EXIST. ELEC. SERVICE EXISTING TREE TO REMAIN WORK AREA NOTE: BAS1S SITE PLAN OVERLAID ON SITE PLAN PROVIDED BY CORNERSTONE ENGINEERING & SURVEYING, INC. PO R T A L F R A M E W A L L RE : D E T A I L PORTAL FRAME WALL RE: DETAIL 2T2K EA. HEADER, TYP. SAW CUT DOOR/WINDOW OPENINGS IN FOUNDATION WALL EXIST. STHD TIE- DOWNS PER EXIST. PORTAL FRAME SIMPSON HDU5 (2) EA. END THIS WALL LINE 4" SLAB ON COMPACTED FILL +/- 89'-10 1/4" (2) 2x10 HDR CO N T . H D R A C R O S S W I N D O W S RE : P O R T A L F R A M E 4" CONC. SLAB LANDING [ T.O. (e) WALL - +/-94'-0" ] ( T.O. (e) FOOTING - +/- 89'-6 1/4" ) CONT. HDR ACROSS WINDOWS RE: PORTAL FRAME Main Floor EL: 100'-0" Garden Room EL: 89'-10 1/4" NEW DOOR WORK AREA 2x4 FURRED WALLS TO MIN. T.O. FND WALL, MIN R-15 INSUL. ASSUMED INSULATION IN EXISTING WALLS, VERIFY AND FILL EXPOSED CAVITIES DROPPED CEILING FOR MECH. EXIST. 2" (R-10) RIGID INSUL. VERT. TO FOOTING 1/2" RIGID INSUL. THERMAL BREAK AT FOUNDATION & SLAB, TYP. GARDEN ROOM SITTING ROOM MECH. CHASE Main Floor EL: 100'-0" Garden Room EL: 89'-10 1/4" Ceiling EL: 97'-10 3/4" PER PLAN BLOCK & NAIL AT PANEL SPLICES DBL. 1 3/4" x 11 7/8" 2.0E LVL, CONTINUOUS ACROSS WINDOWS FASTEN SHEATHING TO STUDS AND PLATES w/ 8d NAILS @ 3"o.c. 2T2K SIMPSON TIE-DOWN PER STRUCT., TYP. OF (4) EA. PORTAL FRAME WALL HDU - DRILL HOLES INTO FND, BLOW-OUT AND EPOXY THREADED ROD + SIMPSON AT- XP, MIN. 12" EMBED SIMPSON CS14 STRAP TO STUDS EA. SIDE OF RIM, MIN. 18" ABOVE RIM, 24" BELOW RIM (TO HEADER), TYP OF (2) (INSIDE OR OUTSIDE OF WALL, GC OPTION) 5/8" DIA x 14-INCH ANCHOR BOLT AT NEW LOCATIONS DRILL HOLE, BLOW-OUT, EPOXY BOLT WINDOW OPENING INFILL FRAME PER OPENING SIZE EXIST. FOUNDATION WALL, CUT-OUT AND P.T. WINDOW BUCK AS NEEDED Main Floor EL: 100'-0" Garden Room EL: 89'-10 1/4" NEW DOOR WORK AREA N 4'-11" 4'-2" 4'-11" 4'-2" 4' - 1 1 " 4' - 2 " 4' - 1 1 " 4' - 2 " 6' - 8 " 3' - 0 " 5' - 0 " 3' - 6 " 5' - 0 " 3' - 6 " 5'-0"1'-6" 4'-0" +/-4'-0"6'-0"4'-0" EXISTING CRAWL ACCESS PROVIDE PANEL ACCESS IN FINISHED WALL DROPPED CEILING COVER DUCT RUNS 8'-1 1/8" ABOVE NEW SLAB, PROVIDE AIR TO NEW SPACE VIA EXISTING DUCTS IN CEILING NEW CASEMENT WINDOWS U-.32 OR BETTER (PRESCRIPTIVE) NEW FULL-LITE DOOR w/ ENTRY HARDWARE, U-.32 OR BETTER (PRESCRIPTIVE) CONC. PAD AT DOOR 2x4 FURRED WALLS TO JOISTS, R-15 INSUL. IN CAVITY, TYP. 2T2K EA. HEADER, TYP. [ T . O . W A L L = 9 4 ' - 1 0 " ] ( T . O . F O O T I N G = 9 0 ' - 1 0 " ) GARDEN ROOM 8 8 2 1/4" = 1'-0" Garden Room 5 1/8" = 1'-0" Southeast Elevation 1 1" = 20' Site Plan3 1/4" = 1'-0" Structural 6 1/8" = 1'-0" Southwest Elevation 8 1/4" = 1'-0" Section 4 3/8" = 1'-0" Portal Frame 7 1/8" = 1'-0" Northeast Elevation PROJECT GENERAL NOTES GENERAL 1. All construction shall conform to the International Residential Code, 2015 edition as amended by the Town of Estes Park, and all other applicable codes. 2. Construction debris shall be legally removed on a continuing basis. The site shall be maintained in a "neat" appearance. 3. Dimensions are to face of stud, panel, or concrete unless otherwise indicated. Log and column dimensions are to centerline. Vertical dimensions are to concrete slab, wood subfloor or top of wall or beam. 4. Provide fire-blocking per IRC Section R602.8. Provide fire-blocking in concealed spaces of stud walls at the floor-ceiling level and at 10-foot intervals, in openings around vents, ducts, etc., and at all interconnections between concealed horizontal and vertical spaces. 5. Design Loads: Seismic: Category B Floors: 40 psf Roof: 70 psf (>7,000,<8,000); 15psf Dead Decks: 70 psf (Ground Snow Load, No Hot Tub) 150 psf (Hot Tub) Wind: Exposure class C 175 mph Vult, 3 Second Gust 6. Hazard Zones Flood: No Geologic: No Ridgeline Protection: No Wildfire: Yes ELECTRICAL 7. Electrical materials and installation to comply with the N.E.C., 2020 edition, and all other applicable codes. 8. Provide installation and connections for all appliances, fixtures and equipment requiring electrical service. 9. Power, lighting and smoke alarm location to comply with code requirements. 10. Coordinate requirements of Electrical equipment with Mechanical & plumbing contractor. ENERGY EFFICIENCY 11. Ensure six-sided encapsulation of insulation with sheathing, drywall at all exposed cavities. 12. Seal all wall sheathing and gypsum to walls at top and bottom plates. Seal all envelope penetrations and around window and door openings with closed cell foam insulation, or equal. 13. Insulatory & air sealing of building envelope to comply with IRC Table N1102.04.1.1. PERMIT #22-EP-00211 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND All work shall be performed by Licensed Contractors OR work shall be performed by the homeowner residing in the dwelling. PLANS AND CONSTRUCTION SHALL MEET THE 2015 IRC, 2020 NEC AND ALL APPLICABLE MUNICIPAL CODES & ORDINANCES KEEP ALL PERMIT DOCUMENTS TOGETHER & ON-SITE FOR INSPECTORS REVIEW Glazing installed in hazardous locations as defined in Section R308.4 shall be Safety Glass Do not remove Manufacturers stickers on windows until after all final inspections All habitable space requires heat supply and pressure relief. Provide Tamper Resistant Receptacles All rooms to be AFCI - except bath, utility and unfinished rooms Per 2020 NEC 210.8 - All basement receptacles (finished or not) except for permanently installed fire or burglar alarms shall be GFCI Protected. Fire Block per section R302.11 - See Handout Prescriptive/Performance paths must follow all Mandatory requirements in Section N1101 through N1104 of Chapter 11 of the 2015 IRC SLAB-ON-GRADE SHALL BE INSULATED FROM THE TOP OF THE SLAB ON THE OUTSIDE OR INSIDE TO 2'-0" DOWNWARD ANY NEW WINDOW AND/OR DOOR CUTS INTO EXISTING FOUNDATION WALL REQUIRES ENGINEERING - APPLICANT VERIFIED THAT NO FOUNDATION CUTS WILL BE REQUIRED REQUIRES ENGINEERING FOR ANY FOUNDATION CUT-OUTS SITE PLAN REVIEWED FOR BUILDING COMPLIANCE - BY SAFEBUILT - PBLAND 2015 PRESCRIPTIVE INSULATION VALUES: SLAB ON GRADE = R-10 for 2 FEET WOOD EXT. WALLS = R-20 or R-13+R-5 continuous FENESTRATION VALUE: U-FACTOR = R-0.32 REQUIRES ENGINEERING FOR ANY FOUNDATION CUT-OUTS APPROVED by SAFEbuilt; 2015 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 05/05/2022 PERMIT #22-EP-00211 Field Copy Print out legibly & in color and have on site for inspector REVIEWED BY SAFEBUILT - PBLAND All work shall be performed by Licensed Contractors OR work shall be performed by the homeowner residing in the dwelling. PLANS AND CONSTRUCTION SHALL MEET THE 2015 IRC, 2020 NEC AND ALL APPLICABLE MUNICIPAL CODES & ORDINANCES KEEP ALL PERMIT DOCUMENTS TOGETHER & ON-SITE FOR INSPECTORS REVIEW Glazing installed in hazardous locations as defined in Section R308.4 shall be Safety Glass Do not remove Manufacturers stickers on windows until after all final inspections All habitable space requires heat supply and pressure relief. Provide Tamper Resistant Receptacles All rooms to be AFCI - except bath, utility and unfinished rooms Per 2020 NEC 210.8 - All basement receptacles (finished or not) except for permanently installed fire or burglar alarms shall be GFCI Protected. Fire Block per section R302.11 - See Handout Prescriptive/Performance paths must follow all Mandatory requirements in Section N1101 through N1104 of Chapter 11 of the 2015 IRC SLAB-ON-GRADE SHALL BE INSULATED FROM THE TOP OF THE SLAB ON THE OUTSIDE OR INSIDE TO 2'-0" DOWNWARD ANY NEW WINDOW AND/OR DOOR CUTS INTO EXISTING FOUNDATION WALL REQUIRES ENGINEERING - APPLICANT VERIFIED THAT NO FOUNDATION CUTS WILL BE REQUIRED REQUIRES ENGINEERING FOR ANY FOUNDATION CUT-OUTS SITE PLAN REVIEWED FOR BUILDING COMPLIANCE - BY SAFEBUILT - PBLAND 2015 PRESCRIPTIVE INSULATION VALUES: SLAB ON GRADE = R-10 for 2 FEET WOOD EXT. WALLS = R-20 or R-13+R-5 continuous FENESTRATION VALUE: U-FACTOR = R-0.32 REQUIRES ENGINEERING FOR ANY FOUNDATION CUT-OUTS APPROVED by SAFEbuilt; 2015 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 05/05/2022