|
Kneebone Residence
<br />307 Eisenhower Dr.
<br />Louisville, CO 80027
<br />Sheet Index
<br />A00 Title Sheet. Site Plan, Code Analysis, General Notes
<br />Permit Info.
<br />Improvement Survey Plat
<br />m AIO EastinWDeon Plans <Notes
<br />All first Floor Plan Notes
<br />A 12 Sewn Floor Plan. Door < Window Schedules
<br />Elevations
<br />Al 3 Roof Plan, Details t Notes
<br />A30 Building Elevations t Notes
<br />A31 Building Elevations
<br />A40 Building < Wall Sections
<br />A41 Building E Wall Sections
<br />E10
<br />Ell
<br />Basement < First Floor Electrical < Lighting Plans
<br />Second Floor Electrical < Lighting Plans
<br />51 Generalal Notes
<br />51.5 Hardwaree Schedule, Typical Joist Details
<br />52 Garage Foundation Plan, First FI. Framing Plan
<br />53 Second Floor Framing Plan
<br />54 Roof Framing Plan
<br />55 Framing Details
<br />56 Frain. Details
<br />57 Framing Details
<br />Land Use Area
<br />Land Use Area % of Lot
<br />Building Footprint
<br />Concrete Driveway
<br />Concrete Impervious
<br /><Valk/Steps
<br />pervious Area
<br />Lot Size
<br />Pervious Area
<br />2, 518 3
<br />610 s.f.
<br />6
<br />98 s.f.
<br />3,812 s.f.
<br />13,203 s.f.
<br />9,391 s.f.
<br />19%
<br />5%
<br />5%
<br />29%
<br />00%
<br />71%
<br />Property Information
<br />City of Louisville. CO
<br />Parcel o. 15750-5320-022
<br />5ection05, Township 15, Range 69W
<br />5.diwmon: Hunts, kdge - LO
<br />Lot Area: moo acres
<br />OccupaZan,: Rah
<br />s-3
<br />Type: Rah(Residential Med.
<br />Setbx .: Density)
<br />Front: 20 feet
<br />Interio
<br />r 5feet
<br />Street Side: 15 feet
<br />Rear, 15 feet
<br />Floodplaira Zone x, out of floodplam
<br />Building Pt: 30'
<br />Climate Zone: 58
<br />City of Louisville Design Requirements:
<br />Ground Snow Load: 30 psf
<br />Wind Speed: 115 mph (3 sec. gust), ExC
<br />Frost Depth: 36"
<br />Building Footprint (gross exterior):
<br />Mouse -1430 s.f.
<br />Garage, East. = 459 sit.
<br />Garage. Addition - 629 et
<br />Total Garage = 1088 5.f.
<br />B d g Ar ( li t ):
<br />Basement, Existing = 948 s.f.
<br />Man Floor, Existing - 938 s.f.
<br />Side Porch = 98 s.f.
<br />Front Porch - 204 c0
<br />Second Floor, House (new) = 1048 5.f.
<br />Second Floor, Garage (new) = 1025 s.f.
<br />Second Floor. Mudroom/Bndge (new) = 75 5.1.
<br />Total Easting Finished Area - 1886 5.f.
<br />Total Addition Finished Area = 2148 s.f.
<br />General Notes
<br />The Contractor shall be responsible for the locations and protection of all
<br />existing utilities shown, all existing utilities not shown on these plans, and all
<br />proposed utilities. The existing utilities shown have been plotted from
<br />information. Con all verity locations of all utilities and
<br />face • piss prior to constructlantor ,all
<br />2 Contractor shall protect all adjacent improvements from damage and
<br />• AIsturbed areas hall be red to ongma
<br />condition.
<br />di
<br />on. Construction stagmg shall be imam d to lime disturbance to
<br />native g.
<br />3. T. Contractormaintain
<br />iaor sal all newssaits to wmplete the
<br />pposedwork and Shall cm*21 231p y with all I, to and federal regulations
<br />All I materials and construction shall be completd in accordance with the
<br />City of Louisville, CO, the 2012 I.R.C., the 2012 I.E.C.C. (residential
<br />provisions) and all applicable local codes for residential construction.
<br />5. Water rid sewer pipe ,all be bedded < installed m accordance with
<br />County <Di.st standard specifications,
<br />6. Contractor drainage wayefrom sbuildng w rnehedsgrade.
<br />7. re to c of titre , masonry or framing, v noted
<br />otherwi
<br />e.
<br />8. Perform sopen hole inspection prior to forming and pouring foundation, to
<br />verify existing soil conditions,
<br />9- Residential fire sprinklers not required per I.R.G. 2012 Section 313.2,
<br />r additions and alterations.
<br />I O Seeincluded property survey by Scott Cox t Associates for additional
<br />property information.
<br />1 1. See Sheet A40 for foundation drain as indicated on Site Plan.
<br />12. Garage floor elevations are approximate - G.C. vent' 296 slope down from
<br />North to South.
<br />13. Provide exterior flex ark as recommended inteotec report
<br />Leave
<br />required gap in flatwork as qu`d for exisng utility me ,ill with gravel.
<br />2=
<br />Prop. Line
<br />to Gar
<br />comera305
<br />73.10'375W 93.6
<br />`Existing E tie '*ez
<br />landscape wall diem,
<br />(tc remaiN _s•fv_a Drar it a Easement
<br />Newfoun a on Newdowns
<br />m,-Adram 5G rage 8054sM1bl utyp.-
<br />�,A��Y New cant. steps.
<br />M1t. M1own M1q
<br />4�3.gf.......
<br />4).W'x19nn
<br />9
<br />andscape wall:
<br />egrade with
<br />New found.
<br />drain
<br />Existing Garage
<br />footprint
<br />+5483 4'
<br />(97-0?" on plans)
<br />1II,-820nng New
<br />[Driveway
<br />h /
<br />Site Plan
<br />Scale: I" - 10'-0•
<br />Exletin house
<br />9
<br />Footprint
<br />000'O '
<br />(100'-O" on plans)
<br />Main Floor
<br />Day iglrt an
<br />from downspou
<br />eo ew gravel
<br />pea tin• bed
<br />\•= 8
<br />- 5 0,
<br />Exrsdng
<br />landscapmg u's\ \,
<br />\ c\
<br />\ O\
<br />MIN
<br />5486.1' ,p' \
<br />Existing
<br />andscape wall
<br />,V'� (to remain)
<br />Exist. concrete
<br />.� steps
<br />and
<br />sit psi (to remain)
<br />Emsting
<br />rogation valve
<br />j2308002000905311202
<br />wisp
<br />New clshblock, typ.
<br />New concrete
<br />site psi, ref.
<br />Struck.
<br />N72°24'35"W 87.48'
<br />rating Sidewalk
<br />Eisenhower Drive
<br />Exist.
<br />Mailbox
<br />Pad
<br />R- 515'
<br />p52.22'
<br />05
<br />Bench Mark: Gty4 of Louisville 1M
<br />Elev. =5476.28'
<br />125.5%
<br />4. 14' 'S6"W
<br />I4'
<br />Q24R= 1.74 25'
<br />'- ,
<br />Hyd.
<br />Ex,.
<br />HC
<br />Ramp
<br />Site Legend
<br />- ---- Property Line
<br />- - - - Setback We
<br />mor Existing Contours
<br />w - -
<br />5
<br />Ne Co tours
<br />New Water Senate
<br />New Electrical Service
<br />New Foundation Drain
<br />Water Service, Existing
<br />Sanitary 5ewer, Existing
<br />Nat. Gas Service, Exist.
<br />Under.. Elect. Sera,. Ex,.
<br />Electric Meter. Ensting
<br />Water Meter, Existing
<br />Gas Meter. Existing
<br />San. Sewer C.O., Exist.
<br />Legend
<br />3065
<br />rela
<br />finishFloor
<br />100'-0'
<br />o0
<br />C J G.J.
<br />Section Cut
<br />6'-b''
<br />Door/Wmdow Sae
<br />Elevation Markers
<br />Rev,s,on Number 4 Cloud
<br />Control joint
<br />Compacted Soil El'
<br />Gravel
<br />Sand
<br />Concrete
<br />Expznson Joint
<br />Batt Insulation
<br />Rigid Insulat,on/EPS
<br />Plywood or 05B
<br />Gypsum Board Drywall
<br />Wood Blocking
<br />Finish carpentry
<br />Vicinity Map
<br />Prcper',yt
<br />Code Analysis
<br />20121RC
<br />Chapter 3 - Building Planning
<br />Table R302.1(1) Minimum Fire Separation Distances:
<br />'Promotions:
<br />alls: > 5 feet
<br />rom cations: > 5 feet
<br />Opmngs: 5 feet (unlimited openings)
<br />Penetrations: 5 feet
<br />•Noter Roof eaves on west elevation of garage project
<br />into the side yard setback. Per City of Louisville, eaves shall
<br />be solid (not vented), and of fire-resistant construction.
<br />See Sheet A41.
<br />R302.5,1, no openings permitted from garage to sleeping area
<br />R302.5.3: other garage wall penetrations require famblocking
<br />Table R302.6, Habitable rooms above the garage separated by
<br />not less an 5/86nch Type % gypsum board or equiv.
<br />R302.1 I Erenlocking required in conceal. spaces of stud
<br />walls and partitions vertically at ceiling and floor levels, and
<br />horizontally at 10' max. intervals
<br />16303.1: Provide glazing for each habitable room, of at least 8%
<br />of floor area, with vented panels of minimum 4% of floor
<br />16305.1 area
<br />Minimum ceiling height ,all be 7-0'. For rooms with
<br />sloping ceiling, minimum 50% of required floor area muse
<br />have ceiling of at least 7-0" with no portion of ceiling
<br />5'-0'
<br />R308.495 Provide tempered mien, for door lights, and in other
<br />hazardous locations
<br />• Door assemblies, or in windows within 24' of doors in open
<br />or zed position, or within GO" of walking surface
<br />• Windows where >9 el. glass area, where bottom edge of
<br />< 18" above floor, and where to edge of lain is >3 is P d9 9 9
<br />3urabove floor
<br />• Wets suds where bottom edge of glazing ure a above
<br />walking surface, except where >60" from ere b edge
<br />• Adjacent36. from wa tin and
<br />surface
<br />landings where bottom edge
<br />g sun
<br />R310. I: as note escape and rescue openings and
<br />windowwells as on Plans. Min. opg. of . o s.f. a basements e g upper eat graeeping rooms. min. opg. 015
<br />2 i. at sleeping rooms at,. C level, min. opg. height of
<br />24'. min. opg. width of s m Contractor verify that
<br />Ownereselected windows meet ogres ye wind as noted
<br />R310.2 Egress windows in basementshallh la window wells min.
<br />9 s.P. area min- projection of 36" with ladder if >44" below
<br />gradeAt R31 1 an least one means of egress 2. theclear
<br />man floor h hour
<br />and garage loft must d minimum 32' clan width with floor
<br />or
<br />nding on ether
<br />R31 1.7i ant minimum 36" clear width e, a[ II airway
<br />R31 I Ji Maintain minimum 36" clear we, at all stairways. with
<br />um head height of 6'-8". Maximum riser lit of 7 q',
<br />minimum tread depth of I,. Verify floor to Floor height at
<br />stairwaynew opening to basement, and modify risers and
<br />tread accordingly.
<br />R3I % Provide window opening mnto, devices ,,e upper
<br />floor R313: An autosss windre have
<br />4 om floor or lower.
<br />sm sprinkler system not regmredfor
<br />add., orcalterad s existing buildings that arenot
<br />idy provided with a sprinkler system
<br />R314/3I> Install make and carbon monoxide alarms as
<br />identifiedonlighting and power plans
<br />Chapter 5 - Floors
<br />R501.3: Install minimum5'GWB or5"wood sheathing at
<br />underside of floor framng between habitable spa,
<br />Cha
<br />pter 8 - Roof/Cmh,
<br />R806,5: Unvented attic and enclosed raft, assemblies
<br />permitted if ling a impermeable insulation (inclosed -cis
<br />pray foam), n vap r Icing wand
<br />contactinstalled in with . underside o insulation
<br />rall
<br />rodPheathini�ect
<br />R807. 1. rovide attic access to mdnndual attic areas
<br />20121ECC
<br />Chapter - General Requirements
<br />1301%a...01.1 Climate Zone 55 - Boulder county, CO
<br />Chapter 4 - Residential Energy Efficiency
<br />R401.3, Builder shall complete certificate espng R-values of all
<br />nsulati s, %factors and SHGCs of fenestration, and
<br />results from required envelope an leakage testing.
<br />Certificate will be posted oNm the electrical distribution
<br />panel.
<br />R402.1 Prescriptive Insulation Requirements
<br />Glaring U-Factor: 0.32 max.
<br />Skylight U-Factor: 0.55 max.
<br />Roof: R-49
<br />R-20(or R-13+,5 cr.)
<br />Floor R-30
<br />Basement Wall: %I5 min. continuous interior air exterior.
<br />or R-19 min. in cavity
<br />Concrete Slab: R- 10 min. for 2r depth
<br />R402.2.3: Eave baffles required for vented attic spaces
<br />R402.2.4, Attic access hatches/doors to be weather -strapped
<br />and insulated to equivalent of insulation at surrounding
<br />surfaces
<br />R402.2.% Insulation in floors shall be installed to maintain
<br />permanent contact with the underside of the sub -floor
<br />declang
<br />R402.4: Materials and systems that comprise Me building air
<br />barrier, as note, on Drawings, shall be sealed with tape or
<br />of approved method that allows for differential
<br />expansion and contraction
<br />Contractor perform blower door test to verify maximum air
<br />leakage of 3 ACH (at 50 Pascals), by third party tester.
<br />Submit
<br />tresults to the Maid, Dept..
<br />R403.1: At least ether tat shall be p .. for each
<br />sepamrateefatirnacenbef lnsusem with programmable
<br />R403.2Supply ducts m attics shahs be insulated to R-e(min J)
<br />all other ducts shall be insulated to .) except duct
<br />or portions of duct completely inside2 b4, uild4 ing thermal
<br />envelope
<br />R403.2., Seal all ducks, air handlers, and filter boxes, Tool
<br />leakage testnot required for ducts and airhandlers
<br />tW entirely within budding udding thermal envelope
<br />R403.2.3: Building framing caet:es shall not be used as ducts
<br />or plenums
<br />R403.3: Mechanical system piping carrying fluids above 105°F
<br />or below 55°F ,all be insulated to R-3(mm.)
<br />R403 4: Circulating hot water stems shall be provided with an
<br />auto m off the hot-water
<br />automatic
<br />pump when tin use
<br />R403.4.% In r piping to R3(min-) where greater
<br />an d di I, from WI -Ito kitchen, under slab, located
<br />th aconditioned space, and pipe lengths greater than
<br />given in Treble R403.4.2
<br />Halcyon
<br />Design LLC
<br />PO Box 30
<br />Frederick, CO 80530
<br />303.906.2617
<br />DATE
<br />2.7.17
<br />REVISIONS
<br />A 2.27.17
<br />® 10.20.18
<br />SHEET TITLE
<br />Title, site Plan, Code
<br />Analysis, General Notes
<br />e Permit Info.
<br />SHEET NUMBER
<br />A00
<br />Project No. 1GO1
<br />
|