HomeMy WebLinkAboutPLANS REDLINED REVISIONS - 21-00029 - 857 Oak Hill Way - New SFRAuthor Name Author Email Author Phone No.:
Larry Beesley Larry.Beesley@rexburg.org 208-372-2176
Alan Parkinson Alan.Parkinson@rexburg.org 208-372-2165
Description : 857 Oak Hill Way - New SFRAddress : 857 Oak Hill WayApplication Type : Document Filename : Pine Brook L12 Rexburg boone plan.PDF Array
Comment Author Contact Information:
Corrections in the following table need to be applied before a permit can be issued
Review Report Revisions Required
Page Reference AnnotationType Author : Department Status Page Review Comments Applicant Response Comments
2 - MAIN FLOORPLAN Free text Larry Beesley : Building Open 2 S
2 - MAIN FLOORPLAN Free text Larry Beesley : Building Open 2 F
2 - MAIN FLOORPLAN Free text Larry Beesley : Building Open 2 F
2 - MAIN FLOORPLAN Free text Larry Beesley : Building Open 2 Portal frame
2 - MAIN FLOORPLAN Free text Larry Beesley : Building Open 2 solid header for all three windows
2 - MAIN FLOORPLAN Free text Larry Beesley : Building Open 2 solid header for all three windows
2 - MAIN FLOORPLAN Free text Larry Beesley : Building Open 2 Block and nail all edges of exterior sheeting for continuoussheeting
3 - BASEMENTFLOOR PLAN Free text Larry Beesley : Building Open 3 x x
# 21-00029New Single Family Residence
The plan has been reviewed for code compliance. The code that we are working out of is the 2018 IRC. Make sure to follow the redlines and also the Pine Brook building covenants
Report Date: 01-28-21
Approval of plans does not constitute approval of variance from code
Page 1 of 2
Page Reference AnnotationType Author : Department Status Page Review Comments Applicant Response Comments
3 - BASEMENTFLOOR PLAN Free text Larry Beesley : Building Open 3 x x
3 - BASEMENTFLOOR PLAN Free text Larry Beesley : Building Open 3 x x
3 - BASEMENTFLOOR PLAN Free text Larry Beesley : Building Open 3 x x
3 - BASEMENTFLOOR PLAN Free text Larry Beesley : Building Open 3 4200 LB HOLD DOWNS
3 - BASEMENTFLOOR PLAN Free text Larry Beesley : Building Open 3 x
3 - BASEMENTFLOOR PLAN Free text Larry Beesley : Building Open 3 Rebar: 8' Wall-Horizontal & Vertical 24" O.C. with 2 in Top 12"Rebar: 4' Wall-Horizontal & Vertical 24" O.C. with 1 in Top 6"
3 - BASEMENTFLOOR PLAN Free text Larry Beesley : Building Open 3 F
4 - SECTION ANDDETAILS Free text Larry Beesley : Building Open 4 Rebar: 8' Wall-Horizontal & Vertical 24" O.C. with 2 in Top 12"Rebar: 4' Wall-Horizontal & Vertical 24" O.C. with 1 in Top 6"
4 - SECTION ANDDETAILS Free text Larry Beesley : Building Open 4 0.30
4 - SECTION ANDDETAILS Free text Larry Beesley : Building Open 4 Design Requirements: Minimum Roof Live Load 35# per sq. ft.,Minimum Wind 85 MPH, Seismic Zone D1
5 - ELEVATION Free text Larry Beesley : Building Open 5 Street NumberDisplayed on House
5 - ELEVATION Free text Larry Beesley : Building Open 5 Roof Ventilation as per R806
5 - ELEVATION Free text Larry Beesley : Building Open 5 Ground Surface to Slope away from Foundation a minimum of6" within first 10 ft.
5 - ELEVATION Free text Larry Beesley : Building Open 5 Minimum Frost Depth Ground Surface to Bottom of Footing36"
6 - ELEVATION Free text Larry Beesley : Building Open 6 Roof Ventilation as per R806
6 - ELEVATION Free text Larry Beesley : Building Open 6 Ground Surface to Slope away from Foundation a minimum of6" within first 10 ft.
6 - ELEVATION Free text Larry Beesley : Building Open 6 Minimum Frost Depth Ground Surface to Bottom of Footing36"
6 - ELEVATION Free text Larry Beesley : Building Open 6 Roof Trusses (designed according to R802.10.1) 35 # Snow and90 mph winds (Local Conditions)
C1 - SITE PLAN Free text Larry Beesley : Building Open 7 5' city sidewalk and a 12' green space.
C1 - SITE PLAN Comment Alan Parkinson : P&Z Open 7 Need to show sidewalks. 12' from pavement to back ofsidewalk on lot frontage.
Report Date: 01-28-21
Approval of plans does not constitute approval of variance from code
Page 2 of 2
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ility beyond the produc tion of these plans. All information contained has been exclusively provided by the client and are accepted as is.These plans have been prepared by an ADDA Certified Drafter to approved drafting practices. All information contained in these plans have been provided by the customer and has been accepted as is. B'n'R Drafting Services has had no involvement in the Civil, Structural, Mechanical or Electrical Engineering for this project unless explicitly noted. B'n'R Drafting Services will not perform any services reserved for an Architect or Engineer.All Liability for this project remains solely with the contractor, subcontractors and Owner. Final Plans are accepted AS IS.1993 N. 37th E Idaho Falls, Idaho 83401 208 -589 -8383DATE:DRAWN BY:PROJECT:FOR ofREV DATE DESCRIPTION B 'n'R D r aft i n g Services LLC RRS11 Jan 2021 150748bVantage Homes Pine Brook Estates D2 B4 L12 Rexburg, Idaho 6SINGLE FAMILY DWELLING TITLE /NOTES 1------------------A3 SHT A1 A2MAIN FLOOR PLAN BASEMENT FLOOR PLAN DESCRIPTIONSHEET INDEX TITLE PAGE / FRONT ELEVATIONA4A5A6SHTSECTION / DETAILS FRONT / REAR ELEVATIONS RIGHT / LEFT SIDE ELEVATIONS DESCRIPTION
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The included text is provided for the contractor's convenience. All text as found in the IRC-2015 codes shall overr ide any text within these plans if there is a conflict. Any not ation included with these drawings that are provided by an Archite ct or Structural Engineer, shall take priority over any t ext printed within these drawings.KITCHEN -
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S1. All Dimensions for Exterior Walls are Measured f rom Inside of Sheathing.2. Unless Otherwise Specified All Dimensions Are Measured from finished wall. (assuming 1/2" gyp )3. Unless Otherwise Specified All Angles Are 45 Deg rees 4. Unless Otherwise Specified All Exterior Walls Ar e to be 2x6. 5. Unless Otherwise Specified All Basement Walls Ar e to be 8" Concrete. 6. Unless Otherwise Specified All Window Headers Ar e to be at Approx 6'-8" Above Floor.NOTES:SMOKE DETECTOR
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Contractor to verify all site dimensions and locati on prior to construction to ensure that all informatio n within this plan set conforms to existing condition s, and to ensure compliance of local codes and ordinances as it pertains to the site location.1 Contractor to verify all beam/header sizes have bee n properly determined to match loading for the area i n which this structure is to be built. Refer to Engineered Roof Truss Layout, and Engineered Floor Joist Layout for information regarding structurally loading data used to design this structure.(Note: These plans do not provide this data as it i s provided by the distributors of the respective Roof Truss / Floor Joist Suppliers)2 Contractor to locate and supply information in rega rds to all foundation vents on all crawlspaces.3 Contractor to verify with local codes for all Desig n Requirements with Asphalt Emulsion on Exterior Side over Concrete Footing Systems.4 Contractor to verify with local codes for all Desig n Requirements over Undisturbed Soil.5 Contractor to verify prior to construction all foot ing sizes, load requirements, soil bearing data, and SE requirements.6 Contractor to verify with owner prior to constructi on all exterior materials, colors and types.7 Contractor to verify all location of solid surfaces that require foundation adjustments.8 Contractor to provide information on all areas requ iring glazing with safety materials.9 Contractor to verify all exterior siding systems th at owner may specify. Contractor is responsible for a ll material details regarding products specifications, installation, and engineering data that may be requ ired by owner or building department when obtaining permits.10 Typically, B'n'R Drafting Services does not provide Electrical, HVAC, or Plumbing notes, layouts, etc. Contractor is responsible for these.
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Provide a minimum of 30" of working space in front of the furnace and a minimum of 3" along the sides and back. Any furnace located in the garage is require d to be protected from impact. The ignition source sha ll be elevated 18".The maximum length of a clothes dryer exhaust vent is 35'. A reduction in the maximum length of 2.5' for each 45 degrees, and 5.0 for every 90 degree bend shall app ly. or per manuf instructions.All 120-volt branch circuits for 15 & 20 amp recept acle outlets in dwelling rooms, bedrooms, closets, halls and similar areas shall be protected by an arc-fault ci rcuit interrupter.10An Ice Barrier Consisting of at least two layers underlayment cemented together or of a self-adherin g polymer modified bitumen sheet, shall be used in li eu of Normal Underlayment and Extend from the lowest edge s of all roof surfaces to a point at least 24" inside th e Exterior Wall Line of the Building (R905.1.2)11The Garage shall be Separated from the Residence an d its Attic Area by not less than 1/2" Gypsum Board Appli ed to the Garage Side. Garage beneath habitable rooms sh all be separated by not less that 5/8" type X Gypsum board or equivalent. (R302.6)1 2 3 A 22" x 30" attic space access point is req'd. R807 Unless specified, the Contractor is to locate it.4 A 18" x 24" crawl space access point is req'd if a crawlspace exists. R408.4 Unless specified the Contractor is to locate it.5 Provide floor and/or landing on each side of exteri or doors. The width of the landing shall not be less than the width of the stairway or door served. Minimum of 36" in the direction of travel is required. Exception:Non-Egress Door w/ more more than 2 risers, provided the door swings in. (R311.3.2)6 7 8Flashing shall be Installed in such a Manner so as to Prevent Moisture Entering the Wall and Roof Through Joints in Copings, Through Moisture Permeable Materials, and other Penetrations through the Roof Plane. (R903.2)9 12 13
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or Glass Mat Gypsum Backer in Compliance with Code and Installed in Accordance with Mfg Recommendations Shall Be used as Backer for Wall Ti le in Tub and Shower Areas and Wall Panel in Shower Ar ea. (R702.4.2)All Basement Sleeping Room's Window Wells a Greater than 44" Vertical Depth Shall have a Permantly Affi xed Ladder or Steps. R310.2.3.1 Openings between the Garage and the Residence shall be either: a Solid Wood Door no less than 1 3/8" thick ness, A Solid or Honeycomb-Core Steel Doornot less than 1 3 /8" Thick, or a 20-Min Fire-Rated Door. Equipped With a Self-Closing Device R302.5.1 Patio Covers are not to exceed 12' in height. (This is not mandatory unless specifically Refer in the Adopting ordinance. (AH104.1)
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ility beyond the produc tion of these plans. All information contained has been exclusively provided by the client and are accepted as is.These plans have been prepared by an ADDA Certified Drafter to approved drafting practices. All information contained in these plans have been provided by the customer and has been accepted as is. B'n'R Drafting Services has had no involvement in the Civil, Structural, Mechanical or Electrical Engineering for this project unless explicitly noted. B'n'R Drafting Services will not perform any services reserved for an Architect or Engineer.All Liability for this project remains solely with the contractor, subcontractors and Owner. Final Plans are accepted AS IS.1993 N. 37th E Idaho Falls, Idaho 83401 208 -589 -8383DATE:DRAWN BY:PROJECT:FOR ofREV DATE DESCRIPTION B 'n'R D r aft i n g Services LLC RRS11 Jan 2021 150748bVantage Homes Pine Brook Estates D2 B4 L12 Rexburg, Idaho 6SINGLE FAMILY DWELLING MAIN FLOOR PLAN 2---------------
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ility beyond the produc tion of these plans. All information contained has been exclusively provided by the client and are accepted as is.These plans have been prepared by an ADDA Certified Drafter to approved drafting practices. All information contained in these plans have been provided by the customer and has been accepted as is. B'n'R Drafting Services has had no involvement in the Civil, Structural, Mechanical or Electrical Engineering for this project unless explicitly noted. B'n'R Drafting Services will not perform any services reserved for an Architect or Engineer.All Liability for this project remains solely with the contractor, subcontractors and Owner. Final Plans are accepted AS IS.1993 N. 37th E Idaho Falls, Idaho 83401 208 -589 -8383DATE:DRAWN BY:PROJECT:FOR ofREV DATE DESCRIPTION B 'n'R D r aft i n g Services LLC RRS11 Jan 2021 150748bVantage Homes Pine Brook Estates D2 B4 L12 Rexburg, Idaho 6SINGLE FAMILY DWELLING BASEMENT FLOOR PLAN 3---------------WINDOW SCHEDULE Tag
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