HomeMy WebLinkAboutApproved PlansSHEET NOTES:
1. Foundations supporting wood shall extend et least 6" above the adjacent finished grade (R403.1 4.1, R317.1, and County
Minimums)
a
Al concrete to be 3.000 PSI at 28 day
b Reber Footings 264 continuous Dowels 34 4ft Vu1th 8 inch hook 36 inch O.G Minimum Tooter size is 161n x 8in. Verify size
with soils report and loading
c Foundation Walls Reber- 2 #4 top and bottom #4 10 inch O.C. vertical and horizontal for up to an 8 foot height wall Over
8ft wall requires engineering,
d Minimum slab thickness is 4 inches
2 Al lumber in contact with concrete or masonry and within B" of exposed ground shall be treated wood or redwood (R317).
3 Footing and foundation systems shall extend a minimum of 38 inches below finished grade to the bottom of footing, uplo and
including 8,000 feet of elevation and 42 inches of cover for elevations over 8,000 ft
39. Stairways having 4 or more continuous risers serving one individual dwelling unit need to have handrails (R311.7,7).
40 There shall be a floor or landing et the top or bottom of each stairway. See exception for interior stairs (R311 7 5 1)
41 Landings or floors are required at doors, See exceptions (R311,3)
42 For enclosed usable space under stairs, provide 1/7' gypsum board to underside dwell and soffd (R302 7) Fire stop stairs et
stringers (R302.11).
43 Glazing in doors or within 24" adjacent to doors, adjacent to stairways, and including windows and glazing in enclosures for showers,
saunas, whirlpools, steam rooms and tubs located less than 60' above the floor or drain inlet, and shower doors must be impact resistant
safety glazing or tempered glass. See Sec R308 for other glazing requirements
44 Skylights shall comply with Sec R308.6 for glass and plastic skylights Glazed skylights shall have screens installed below them
4 Wood joists closer than 16' or wood girders closer than 12' to exposed ground within a crawl space are to be treated lumber or wood
of natural resistance to decay Wood used in the construction of structures and located nearer than 8" to earth shall be of treated 45. The water closet centerline shall not be less than 15in from the adjacent wall or partitions or not less then 15in from the centedine of
wood or wood of natural resistance to decay (R317) a bidet or water closet to the rim ore tub or shower and shall have a dear space in front of the water closet of nol less than 21'
(P2705, figure 307.1)
5 Nbod girders, that are not treated or not of a species naturally resistant to decay entering concrete or masonry walls must maintain a
12" air space (R317). 46.
VP.
6 Under floor vents shall have a net area of not less than I sq, ft for each 150 eq ft of under floor area (R408 2) See exceptions
7 Accessible under floor areas shall be provided with a minimum 16' x 24" unobstructed access opening (R408 4) Where equipment is 47
located in an underfloor area, the access opening shall be of a height and width sufficient to allow the removal of the largest piece of 48
equipment, but not less than 36' x 22' (M1305 1 4). 49.
Garages shall be separated from the dwelling and the attic above the dwelling with 12in sheetrock en the garage side walls. 5/8in
X sheetrock is required on the ceilings of garages beneath habitable rooms (Table R302.6). A tight felting solid wood door 1-3/8" in
thickness or a labeled door with a fire -protection rating of at least 20 minutes is required for openings (R302.5 1)
Na openings are permitted between a garage and rooms used far sleeping (R302 5 1)
Ducts in a garage shall be constructed of minimum 26 gage sheet metal (R302 5 2)
Penetrations in separation between garage and dwelling shall be protected as required by Sec. R302.11 Item #4 (R302.5.3)
8 Provisions shall be made for the control and drainage of surface water around buildings. All foundation walls will be graded away din 50. Do not penetrate separations between garage and dwelling Gypsum board must be continuous, (Footnote to 'fade R302 6 found in
in the first 10ft from buildings (R401,3). Resolution 2010-25).
9 Installation of a perimeter drain system is mandatory in all cases where slabs will be located below finished grade (R405) Damp
proofing or waterproofing of foundations retaining earth and enclosing habitable or useable spaces below grade is required. (R406).
10 Positive connection required to & bottom of t & beams and girders to protect against u id and lateral displacement. R407.3
9 P post 9 P 9 W W
R502 9)
11. Band beams are required in Nock foundation walls (14404.1.1.1).
12 Foundation plates or sills shall be bolted to the foundation wall with not less than 12-inch diameter steel bolts embedded at least 7
inches into the concrete or masonry and spaced not more than 6 feet apart There shall be a minimum of 2 bolts for each piece with
one bolt located within 12 inches of each end of each piece (R403 1 6)
13 Garfield County will not Inspect the drilling, reinforcement and placement of caissons Aqualified engineer must perform these
inspections Findings must be detailed in a typed, sealed report to the Building Department
14 Garage and carport floor surface shall be of approved noncombustible materials or asphalt paving material (R309.1).
15 All lumber, plywood, fiberboard and structural glued laminated limber must be identified by a grade mark or certificate of inspection
issued by an approved agency (R502 1, R602.1, and R802.1)
16. All trusses and/or rafters are to be tied to exterior walls with approved hurricane anchors (R802 11 1) Exterior wall sheathing shall be
opened In seek . moment as lone lop paten le eefrrlar well studs and exterior well studs to the floor system in order to resist wind
uplift Solid bloclang is required at bearing points [R802.8]
17. Check elevations above sea level to determine roof snow loads. Roof design must be engineered All trusses must be sealed by
Inahrda{.ur.r. Load duration is 1.0.
18. Manufactured truss components must be inspected and approved by a recognized quality control agency as specified in the
(R130210 2) or provide engineers stamp on drawings. Prior to rough framing inspection a truss engineering report detailing the bearing
points, bracing requirements, load design and spacing must be available at the job site and attached to the APPROVED PLANS
(R802.101)
18. Ridge beam, board shall not be less in depth than the end cut of the rafters, and shall be et least 1" nominal thickness Valleys and
hips shall not be less than 7' nominal thickness and not less in depth than the cut end of the rafter (R802 3)
20. Prpildo roof and Iagcvontl000n per Sec R806
21, Provide a minimum 27'x 30' attic access opening with 36' clear headroom in attic areas that exceed 30sq ft of area as required by
R807
22. All roofing to be installed per Sec, R905.
23, Foam plastics shall be protected from ignition on the interior of a building by a minimum 1/2 in, gypsum board or by an equivalent
approved material as outlined in Sec R316,4
24. Balconies, landings, exterior stairs and similar surfaces exposed to the weather and sealed underneath shall be waterproofed
25. Insulation shall be installed to conform to the 2009 IECC minimum value of R20 exterior walls, R38 roofs, and R30 floors over
unheated areas Crawl spaces and basements must be Insulated. Common walls between house and garage are considered exterior walls
See Table 402 1 1 2009 IECC for other requirements
26. Natural light et habitable rooms to be equal to 8 % or the floor area with natural ventilation equal to 4 % (R303).
27 If and/or when the basement is finished, Garfield County will enforce the natural light and ventilation requirement This must be a
consideration in basement design
28 Every sleeping room must have one exterior door or escape window with a minimum 5.7 sq Ft Net dear opening The minimum
height of this dear opening must be at least 24" with the minimum width at least 26'. Sill height cannot be greater than 44" above finshed
floor. Note That both minimums cannot be used to achieve the 5 7 sq. Ft Net dear opening required (R310)
29 Basements shall be provided with at least one escape or rescue window (R310).
70.
30 30 Habitable space shall have a ceiling height of not less than 7ft measured from the finished floor to the lowest projection from the
ceiling. See exceptions in Sec R305 71.
31 Smoke detectors must be installed in each sleeping room and at a point centrally located in the corridor or area giving access to each 72
separate sleeping area. When the dwelling has more than one story and in dwellings with basements, a detector shall be installed on each
story and in the basement In dwelling units where a story or basement is split into two or more levels, the smoke detector shall be installed
on the upper level, except that when a door separated the two levels, a detector shall be installed on each level Detectors shall be audible in
all sleeping areas of the dwelling unit (R314.3 and R314.4). Smoke detectors shall be powered from House electric power with battery 73
backup and shall comply with NFPA72,
32 CARBON MONOXID E (CO) ALARMS are required in all new construction, remodels and additions that require a building permit as 74
per State House Bill 09-1091, within 15 ft. of all sleeping rooms in bath single family and multifamily dwellings which have EITHER fuel fired 75
appliances or an attached garage. (R315).
33. When one or more eeeprnp rooms are added or created in an existing dwellings or when a permit is required for en interior alteration
or addition, the entire structure &hell be provided with smoke detectors AND carbon monoxide detectors as required for a new structure. The 76
smoke detectors may be solely battery operated when installed in existing buildings. (R314.3.1)
34 Double keyed dead bolts are not permitted on exit doors from dwelling and guest rooms Night latch es , dead bolts and security
chains may be used provided such devices are operable from the inside without the use of a key, tool or special knowledge (R310 1 4).
35 Stair handrail/guardrail to be placed 34" minimum to 38" maximum above the nosing of the treads(R311,7,1), Handrails are to be
gripeble and cross sectional dimensions to be 1 1/4" to 2". See section for other grip size criteria (R311.7.7.3).
36 Stairway minimum headroom requirement is 6'-8" (R311 7 2)
51. Agarage shall be separated from a dwelling as required by Table R302 6
52 NOTE See page 1 and Colorado Revised Statutes (12-23-101 et seq) or contact the State Elecldcel Board et (303) 894-2300 for
state licensing requirements for persons performing electrical work
53. In dwelling units at least one wall switch -controlled light fixture or outlet shall be installed in eve habitable room' in bathrooms
hallways, stairways and attached garages, and at outdoor entrances (NEC 210-70) every
54. Provide ground -fault protection (GFC/) for ell 120 volt single phase 15 and 20 Corp receptacles installed in bathrooms, garages,
within 6 feel horizontally of the Idtchen sink, and outdoors where the outlets ere less than 6 feet 6 inches above grade level and readily
accessible, and at least one GFCI receptacle installed in unfinished portions of basements (NEC 210-8)
55. No usable well space shall be more than 6 feel from an outlet, and an outlet is required at ell counters 12 inches wide or more, and an
any usable wall over 2 feeL (NEC 210-52)
56. At least one lighting outlet and convenience receptacle shall be installed in an attic or crawl space where these spaces contain
equipment requiring servicing, or are used for storage (NEC 210-70, M1305 1 4 3)
57. Incandescent light fixtures installed in clothes closets must be located at least 12 inches horizontally from the edge of shelves Aflush
recessed fixture with a solid lens or fluorescent fixture maybe installed with a 6" horizontal clearance to the edge of shelves. Pendant
factures may not be installed in clothes closets (NEC 410-8).
58 All light fixtures installed in wet or damp locations shall be installed so that water cannot enter or accumulate in wire ways, lamp
holders, or other electrical parts. Al fixtures installed in these locations shall be marked "suitable for wet locations" (NEC 410-4)
59 Clothes dryers shall be exhausted in accordance with the manufacturers instructions and Section M 1502
60. Swimming pools, fountains, hot tubs, epos and hydro -massage "Jacuzzi" tubs and similar installations shall comply with all provisions
of NEC Article 680, which has severe restrictions on the type and location of switches, outlets and lights l
61, NOTE See page 1 and the Colorado Revised Statutes (12-58-101 et. see ) or contact the State Plumbing Board at (303) 894-2300
for licensing requirements for persons performing plumbing work,
62 Bathrooms, water closes compartments and similar rooms shall be provided vlith aggregate glazing area in windows of not less than
3 sq ft. one half of which is operable If no exterior operable window exists in the bathroom, artificial light and an exhaust Ian connected
direct/ to exterior and capable of 50 cfin intermittent or 20cfm continuous ventilation per room must provided R3033
Y P P P ( I
63. All habitable rooms shall be provided with heating fadli0es capable of maintaining a room temperature of 68-degrees F. at 3 R above
the floor and 2 ft from the exterior wall. The Installation of one or more portable heaters shall not be used to achieve compliance with
this section (R303.8).
64 Poo -Me minmum d.atenem nankeen gam went and combustible material as per their listing and label and manufacturer's installation
instructions and this code (IRC Chap. 18), 4ee90p of ell gas appliances as per listing, manufacturers recommendations and Sec G2427
(503].
65 Liquified petroleum gas (propane) shall not serve any water healer or furnace located in a pit, crawl space or basement where heavier
than air gas might collect to form a Flammable mixture unless such location is provided with an approved means for removal of unburned
gas Garfield county policy concerning LPG installations are shown on page 8 of this document, information you may need to know about
basements, item #4.
66. No gas water heater or fumace shall be installed in any room used or denigned to be used for sleeping purposes, bathrooms, clothes
dosels or other confined space opening into any bedroom or bathroom. Exception: sealed combustion chamber type water heaters, direct
vent furnaces or enclosed furnaces (G2406 (302], M2005.2)
67 Solid fuel, o0, and gas -fired appliances requi re adequate combustion air (IRC Chap 17)
6B Appliances shall be accessible for inspection, repair and replacement without removing permanent construction. 36in. of working
space is required in front of the control side to service an appliance (M1305),
69 Gas appliances located in a garage or areas that communicate directly with the garage shell have all sources of ignition elevated not
less than 18in Above the floor of the garage (M1307.3)
Clearances to combustible construction for heat producing equipment must be maintained (M1306)_
Install CPI approved zero deerancertadory built fireplaces to manufacturers specifications
Wood burning stoves must be installed in accordance with manufacturer's specifications Al new stoves must have a label from an
approved testing agency and a label spedlying that it meet the state of Colorado air quality standards (CRS 25-7-402) in some
subdivisions
Hearth must extend 16 in front of and 8" beyond the sides of the firebox opening. For fireboxes 6 sq ft or larger the minimum
dimensions are 20' in front and 17' beyond the sides (R1001 10)
Chimneys must extend a minimum of 2' above any part of the building within 10' of the chimney (R1003 9)
Fireplaces and chimneys shall comply with IRC Chap 10 Where required, every chimney shall be equipped with a spark arrestor
consisting of 19-gauge welded or woven wire mesh with openings not exceeding 12 inch (R1003 9 1)
Al gas appliances (including fireplaces) shall be provided with a shutoff valve in accordance with Sec G2420 5 (409 5).
77, Buildings shall have approved address number s posted as described in Sec,R319.
78 Atmospheric vacuum breakers are required on all hose bib connections and faucets with hose attachments (P2902 3 2)
79 Took -type water stomata shag base e9o.h wars net more then 16 paluna el wain.; ebeworheods shed hero piper oapeury d not
nbr. prim 3.0 GPM, and lavatory faucets shall have a flow capacity of not more than 2 GPM (Table P2903 1)
B0 Gas lags installed in solid fuel burning fireplaces end all gas appliances don be installed of Ile marwtsdurof1 Initlellon
instructions, and the testing agency listing and tNs code (G2431 (601})
37 For prr+ato rrn.den81l d n a. nimnnum mar helper' 7 381', minimum tread width is 10", end minimum stair width is 36'. For winding B1 Note: gas logs or fireplaces cannot be Installed in bedrooms See Sec G2406 [303) for exceptions
nietewaya No 10' trend must be provided at a pe1nl nolroars than 12' from the side where the treads are narrower, but in no case shall any
width or run be less than 6" al any point. The greatest rise or run shall not vary more than 3/8" from the smallest rise or run within any flight 82 Rough frame inspection is to be made after the roof, all framing, windows and doors, fire docking and bracing are in pieta end
of stairs (R311.7 4) pipes, chimneys and vents ereopmpleba end after the plumbing, mechanical and electrical rough inspections are approved (fi109.1.4)
83 Note: the 208011EC nowrigraree *concrete -moped al.clrode to be In.Uigd en a new nelphdee. 1(y. rival b. 8*, ,d when
the footings are installed
3B Guardrails for balconies and landings that are more than 30' above grade or floor below shall be a minimum height of 36' for
single-family dwellings and the interior of individual units of multi -family bullrings and 42' in all other occupancies" Note that clearance
between intermediate pickets must be such that a 4" diameter sphere cannot pass through (R312)
reas that communicate directly with the garage shall have all sources of ignition elevated not less than 18in Above the floor of the
garage (M1307 3)
84 250 52(A)(3) Concrete -Encased Electrode An electrode encased by at least 2 inches of concrete, located within and near the bottom
of a concrete foundation or roofing that is in direct contact with the earth, consisgng of at least 20 feet of one or more bare or zinc galvanized
or other electrimlly conductive coated steel reinforcing bars or rods of not lase than %inch in diameter, or consisting of at least 20 feet of
bare copper conductor not smaller than 4 AWG Reinforcing bars shell be permitted to be bonded together by the usual steel tie wires or
other effective means
SHEET INDEX:
COVER
A1.0 INFO
A2.1 ENTRY LEVEL FLOOR PLAN
A2.2 UPPER LEVEL FLOOR PLAY
A3.1 EXTERIOR VIEWS
S1.1 FOUNDATION PLAN
S2.1 FLOOR FRAMING PLAN
S2.2 ROOF FRAMING PLAN
Code Review
Refer to plan attachments for
Garfield County
Building Requirements
and comprehensive list of
Plan Review Notations.
v
APPROVED
SUBJECT TO NOTED
EXCEP i IS NS & INSPECTIONS
GARFIELD COUNTY
SWUM " DEPARTMENT
DATE °i ra BYE C
FIELD COPY
NO INSPECTION WITHOUT
THESE PLANS ON SITE
Page Of
BUILDING CODES: 2015 IBC, 2009 IECC
PROPOSED BUILDING TYPE: TYPE V
PROPOSED OCCUPANCY: R-3
PROPOSED ENERGY CODE COMPLIANCE:
WINDOWS/DOORS U=.35
SKYLIGHTS U=.6, TBL 402.1.1, 2009 IECC.
MINIMUM R-VALUES:
STICK FRAMED CEILINGS/ ROOFS R VALUES - R-49 HYBRID
TRUSSED CEILING/ ROOFS R VALUE -R49 BIB SYSTEM
WALLS R VALUES - R-23 B.I.B. WOOD FRAME
FLOORS R-VALUES - R-30
BASEMENT WALL R-VALUES - R-10 /13
SLAB PERIMETER R-VALUES AND DEPTH - R-10/24IN.
CRAWL SPACE WALL R-VALUE - R10/13.
SITE DATA:
Legal Description:
Section: 2 Township: 7 Range: 89 Su
RESUB Lot: 28 1.03 ACRES
Parcel Number:
Parcel Number: 239502406028
Physical Address:
739 HUEBINGER DRIVE
Area Calculations:
Lower Level N/A
Main Level N/A
Sub -total N/A
Garage N/A
Total Sq. Ftg N/A
CODES:
IBC 2015
IFC 2015
IMC 2015
IPC 2015
IVISIOIS; WESTEI'AI9W?�Si !RE
MITIGATION
COMPLY WITH WILDFIRE MITIGATION
RE ENSIBLE SPACE REQUIREMENTS
qNS PER "FIRE -WISE CONSTRUCTION:
ItE DESIGN & BUILDING MATLYtIALS"
1WW3LISHED BY AND AVAILABLE FROM
COLORADO STATE FOREST SERVICE.
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EXIST.
EXIST.
FOUNDATION PLAN NOTES
1 T.W. INDICATES TOP OF CONCRETE WALL ELEVATION
2. T.F. INDICATES TOP OF CONCRETE FOOTING ELEVATION
3. T.L. TOP OF LEDGE
4. ✓ INDICATES FOOTING STEP
5 r INDICATES TOP OF CONCRETE WALL STEP
S
B.
INDICATES STEP OF SURFACE PLANE -PLY OR CONCRETE
COLUMN BELOW, SEE PLAN FOR SIZE ARV BASE PLATE
COLUMN ABOVE, SEE PLAN FOR SIZE AND BASE PLATE.
B. Q INDICATES FOOTING PAD. SEE FOOTING KEY THIS SHEET
10.4 — INDICATES BUILDING ELEVATION
11.000C-30e"] TOP OF BEAM ELEVATION
12. JOIST BEARING
12. 7 JOIST HANGER- SIMPSON"U" HANGER U.N O.
14.
15. 4.- PVC FND. DRAIN, SET IN GRAVEL SEE SOILS REPORT
16. ALL CONCRETE WALLS ARE B-INCH THICK, UNLESS NOTED OTHERWISE.
17. VENT CRAWLSPACE MEA& PER UDC SEC- 24TS. I@. 0. PROVIDE
DLOCKOUTS IN FLOOR JO57 SPACE AIM ORFCONDATION WALLS AS
REGIME% SEE PLAN
10. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT OR ENGINEER
FOR DISCREPENCIES OR MISSING DIMENSIONS
NOTE: CONCRETE CONTRACTOR TO VERIFY ANY SEWER AND OR
WATER KNOCKOUTS WITH GENERAL CONTRACTOR BEFORE
CONCRETE IS POURED.
EXIST
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FLOOR FRAMING PLAN NOTES
I. Sr • COLUMN BELOW
2. ❑ or 0 COLUMN ABOVE
3. W JOIST BEARING
4 D JOIST HANGER
5. 1 STEP PLYWOOD/FRAME
-10--70F B.
J - INDICATES BUILDING ELEVATION
SITAR
1/2"PLYWOOD SHEAR PANELS FOR
EXTENT INDICATED. PROVIDE NAILING AS
NOTED IN GENERAL NOTES
B CXXX -XX") TOP OF BEAM ELEVATION
9. INDICATES OVERFRAMING
10. ALL SUBFLOORS TO BE 3l4" MG PLYWOOD GLU.N AILED
WITH NARINO AS NOTED IN GENERAL NOTES.
11. ALL COLUMNS SHALL BE 2-21E5 UNLESS NOTED OTHERWISE
12 ALL HEADERS SHALL BE 3.2x10 UNLESS NOTED OTHERWISE
13 DO NOT SCALE DRAWINGS. CONTACT ARCHITECT 0R
ENGINEER FOR DISCREPANCIES OR WISING. DIMENSIONS.
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3. JOIST BEARING
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SIRAR
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1/2" PLYWOOD SHEAR PANELS FOR
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NOTED IN GENERAL NOTES
0. [xxx'-xX"] TOP OF BEAM ELEVATION
0.
INDICATES OVERFRAMING
10 ALL SUBFLOORS TO6E TW TAG PLYWOOD [DUMMIED
WITH NAIL IHG AS NOTED IN GENERAL NOTES
11. ALL COLUMNS SHALL BE 2-2x0 UNLESS NOTED OTHERWISE
12. ALL HEADERS SHALL BE 3. x10 UNLESS NOTED OTHERWISE
13. DO NOT SCALE DRAWINGS. CONTACT ARCHITECT OR
ENGINEER FOR DISCREPANCIES OR MISSING DIMENSIONS.
EXISTING HOUSE
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Date: 8/24/20
Tme:12:48:00 PM
File name: 0943 A2.1.vwx
0943 A2 1