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HomeMy WebLinkAboutA1.1 Floor Plans 07-06-20211SHEET TITLE Designed by: SHEET 2 OF 11 A1.1 Built by: Ph: 541.550.9389 Em. openroaddesignco@gmail.com Web. myopenroaddesign.com PROJECT NO: DATE: DRAWN BY: COPYRIGHT: Jeff Warwick 05.04.2021 202022-CDW Open Road Design BIMcloud: openroaddesign - BIMcloud as a Service/Fallon Plans/Calderwood/Calderwood - 2021-04-14Norton Ranch Homes:Floor PlansCalderwood Phone: 541-728-0378www.Nortonranchhomes.comArea Calculations: 1st Floor 759 2nd Floor 657 Total Conditioned 1,416 sq. ft. Porch 1 15 Porch 2 40 Patio 165 Storage 40 1 A8.1 3 A8.1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 16 RISERS (6 55/64")103104106107105106102 102101101109105104103108 109110 DW RFSD 43'-0"10'-4"3'-2"5'-0"4'-0"6'-6" 29'-0" 11'-0"7'-9"3"7'-0"3'-0"5'-0"5'-0"16'-6"13'-6"2'-9"2'-5 3/4"8'-1 3/4"8'-1 1/2"3'-6"6'-6"3'-6"40'-0"17'-9 1/2"3'-8 1/2"3'-3 1/2"4'-0"6'-2 1/2"3'-5 1/2"5'-5 1/8"5'-3 5/8"14'-9 3/4"5'-0"6'-6"12'-9"15'-9"3'-0"29'-0" 5'-6"5'-6"2'-3"3'-6"2'-0"4'-6"2'-6" 1'-0" 1'-9 1/2"4'-0"4'-11 1/4"3'-0"6'-0"1 A3.1 3 A3.1 A8.1 4 A8.1 WATER METER LOCATION 1/2" GYP UNDER STAIR CODE COMPLIANT RAILING Furnace by others. Provide condensate line and drain to outside Concrete patio Conc. slab @ storage 6x6 Porch roof column 6x Porch beam per structural Concrete patio Concrete patio 6x6 Porch roof column 6x Porch beam per structural W-01 W-03 W-01 W-03 W-01 W-03 W-03 W-03 W-03 6x6 Porch roof column Area of hanging bike storage - Rubbermaid Fasttrack 7.5 in. Bike Rack - verify with contractor Water heater fastened to wall per P2801.8. Provide overflow drain pan & drain to outside PNTRYCOAT/ STORAGE Egress Egress Egress Kitchen Dining Living Stair Coat Mechanical Powder Mudroom 1 A4.1 1 A4.1 A3.1 2 A3.1 Elec. Meter - See landscape plans for screening Gas Meter (Below) 1 A8.1 3 A8.1 206 209201 202 203 202 205203204208207 201 205 206 207 204WDR SD SD SD 1 A3.1 3 A3.1 2 A8.1 5'-0"16'-6"13'-6"35'-0"14'-6"2'-0"6'-9"6'-9"23'-6"35'-0"23'-6" 15'-1 1/4"3'-10 3/4"4'-6" 7'-6 5/8"7'-6 5/8"1'-8 3/4"2'-2"6'-6"10'-10"14'-0"3'-8"16'-6"7'-0"12'-9 1/8"2'-4 3/8"6'-10"5'-2 3/8"7'-10 1/8"5'-6 1/8"4'-0 1/4"13'-11 5/8"4'-4 3/4"3'-3 5/8"5'-4 1/8"5'-6 1/4"5'-7"4'-0" 1 A4.1 1 A4.1 HALF WALL Dryer vent to run through walls & ceilings to attic and terminate @ roof. Line not to exceed 35' w/ 5' added for each elbow W-01 W-01 W-02 W-02 W-02 W-03 W-03 W-03 W-03 W-03 W-02 W-03 W-01 W-01 Hand railEgress Egress M. Bedroom M. bath M. Closet Full Bath Laundry Bedroom Stair Landing 4 A3.1 Element ID W-01 W-02 W-03 2D Plan Preview Fire Rating R-Value R-21 Assembly List Siding over WRB over 15/32" APA rated sheathing per structural over 2x6 KD DFL #2 Studs @ 16" o.c. w/ R-21 batt insulation & Gyp interior, finish TBD Gyp finish both sides, finish TBD over 2x6 KD DFL #2 Studs @ 16" o.c. (provide sound batts at bathroom locations) Gyp finish both sides, finish TBD over 2x4 KD DFL #2 Studs @ 16" o.c. (provide sound batts at bathroom locations) WALL TYPE INDEX SCALE: 1/4" = 1'-0"1 First Floor 0 2'4'8' SCALE: 1/4" = 1'-0"2 Second Floor 0 2'4'8' Stair Notes: 1) Maximum rise is 8.25" and min. run is 9", measuring from the nosing projection. where there is no nosing, the minimum run is 10" 2) Min. headroom is 6'-8" 3) Min. stair width is 36" 4) The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8". The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8" Handrail Notes: 1) Provide handrail on the inside wall of stairs as per applicable code 2) Handrails and extensions shall be 34-38" above nosing of treads and be continuous. 3) The handgrip portion of the handrails shall not be less than 1.25" nor be more than 2" in cross sectional dimension. See section R311.7.8.3 for alternatives 4) Handrails projecting from walls shall have at least 1.5" between the wall and the handrail 5) Ends of handrails shall be returned or shall have rounded terminations or bends General Code Notes: 1) NEC250.50 Verify location of concrete encased electrical services on foundation plan 2) IRC 611.5.4 Vertical concrete reinforcement is to be secured in place for inspeciton prior to pouring of concrete footings and foundations on foundation plan 3) R207.8 Flashing in following locations: a) Top of windows & doors. b) at intersections of chimneys, masonry, and wood with frame or stucco walls. c) Under and at ends of masonry, wood, or metal copings or sills. d) Continuously above all projecting wood trim. e) Where exterior porches, decks or stairs attach to wall or floor assemblies of wood frame construction. f) At wall and roof intersections. g) At built-in gutters. h) Between concrete porches/decks and wall sheathing 4) This project to comply with the 2018 IRC, 2012 UPC, 2012 IMC, and 2014 NEC or other applicable local and national codes