HomeMy WebLinkAboutPlans5.00'
Notice.
According to Colorado taw, you must commence
any legal action based upon any deject in
this survey within three years after you
first discover such defect. in no event may
any legal action based upon any defect in
this survey be commenced more than ten years
from the date of the certification shown
hereon
Improvement ZocaUon Cerezyzcate
Lot 9, Oak Meadows Fitiny No. 1,8, Phase 11
According to the Plat tizereof, recorded as Reception No. 67773
1
County of Garfield, State of Colorado
CONDITIONS OF PERMIT
BLRE-10-11-2262
Keith & Hanna Wittenberg
Office/Bath/Sauna Addition
129 Old Midland Drive
GWS, Colorado
1) ALL WORK MUST COMPLY WITH THE 2009 IRC, IPC, IMC, IFGC, IECC AND
MANUFACTURERS INSTALLATION SPECIFICATIONS.
2) SEE PLAN ATTACHMENTS FOR BUILDING REQUIREMENTS.
3) ENGINEER APPROVAL LETTER FOR EXISTING STRUCTURAL ELEMENTS IS REQUIRED FOR
CO/FINAL INSPECTION. SEE GENERAL NOTES ON STRUCTURAL PLANS.
4) GARFIELD COUNTY INSPECTORS SHALL FIELD VERIFY AND INSPECT NONSTRUCTURAL
CHANGES AND LIFE SAFETY REQUIREMENTS PER IRC.
5) PROVIDE GARAGE/HOUSE SEPARATION WHERE REQUIRED.
6) PROVIDE EMERGENCY ESCAPE AND RESCUE OPENINGS WHERE REQUIRED.
7) PROVIDE CARBON MONOXIDE (CO) AND SMOKE ALARMS WHERE REQUIRED.
8) PROVIDE NATURAL LIGHT AND VENTILATION WHERE REQUIRED.
9) INSPECTORS DISCRETION TO REQUIRE DAYLIGHTING OR ENGINEER APPROVAL FOR
ENCLOSED BUILDING ELEMENTS, SPECIFICALLY PLUMBING AND MECHANICAL SYSTEMS.
10) INSPECTORS DISCRETION TO REQUIRE A SURVEY FOR ANY DISCREPENCIES OF THE FIVE
(5) FEET SIDE YARD SETBACK, SEALED AND SIGNED BY A COLORADO LICENSED LAND
SURVEYOR.
TUTTLE' SIzRVEYINC SERVICES
727 Blake Avenue
Glenwood Springs, Colorado 87607
(970) 928-9708 (FAX 947-9007)
jeffotss—us. com
whIFirci
6.1
Nviir�
TUTTLE SURVEYING SERVICES
Improvement Location Certificate
10
C
1
GRAPHIC SCALE
5 10
20
40
(D4nrr)
1 inch = 10 ft.
Legend and Notes:
— o indicates found monument as described
— This survey does not represent a title search by
this surveyor to determine ownership or to discover
easements or other encumbrances of record.
APPROVED
SUBJECT TO NOTED
EXCEPTIONS & INSPECTIONS
GARFIELD COUNTY
BUILDI G EPAR , ! T
By .�f�
FIELD COP
NO INSPECTION WITHOUT
THESE PLANS ON SITE
page of
— This property is subject to easements, rights of way and/ or requirements
as noted or shown on the Final Plot.
Improvement Location Certificate
I hereby certify that th/s Improvement Location Certificate was
prepared for David A. Francomb and Therese Elena Francomb
that it is not a /and survey plot and that it is not to be relied upon for the
establishment of fence, building or other future improvement lines
I further certify that the improvements on the above described
parcel on this date October 26, 2011, except utility connections, are
entirely within the boundaries of the parcel, except as shown,
that there are no encroachments upon the described premises,
except as indica: • ��•that there is no apparent evidence or
sign of any s,1&46i ,Improvement
or burdening any part of said parcel,
except as . '�i F 4
d
c.> G • !t
v 441_28 rt h
Jeffrey' Al�' F4tt/e LS' f •38 Date
/29 Old Midland .Drive
Glenwood Sp r2ngs, Colorado 8/60/
Drown by: I T
Date: 10/26/2011
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6'-6 1/2"
S.
2650
STORAGE
24'-6" x 2'-11"
CO
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DN -OPEN BELOW 1
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11'7"x3'-6" �--
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23310
OPEN BEI.017V
( )PEN t1r_I-Qv!
mi 1” x 20-6'
4646
2nd Level
24'-6"
10'-
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WET BAR: An area of a room that is designed to be used for serving of beverages, that may only have a
single bar sink and no standard size kitchen appliances such as a stove, oven, dishwasher or full size
refrigerator. Counter space is limited to 25 square feet.
(V
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7'-8 1/2"
N
OFFICE
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23'-0"
2868
3'-6"
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31-4"
4646
WUtV I e ji overititwl
pancake( yet ,elkh /
16'-6"
O
8070
GARAGE
24'-6" x 20'-0"
8070
4646
Main Level
I
1
1
11
1
1
1
1
1
1
1
1
11
11
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Step
Lightly
woc sau1snpu!Z3
Wittenberg
Residence
Floor Plani
1/4" = 1'
IGARAGE I
UPPER
FLOOR
GENERAL STRUCTURAL NOTES yd GR
GENERAL REAUIREMENTS
I. Design Is based on the 2003 edition of the International
Residential Code 0RC).
2aeslgn Live Loads:
a. Roof (Snow) 50P5F (Site Elevation= 12009
b. Wind 90 MPH Basic Wind Speed, 3 second gust
3.The structural documents and specifications represent the
completed structure.
4.Structural systems depicted on thus documents are
in place, and are based upon a structural Inspection by
Kurtosocr us, Inc.
00/15/2011) and upon Input
from the
FOUNDATIONS
I. Foundation Design Is based on assumed conditions.
Maximum design soil bearing capacity 1500 ?SF.
CONCRETE AND REINFORCING STEEL
IAII concrete shall attain Spoo P51 compressive strength within
28 days.
Use Ttpe 1-11 Portland Gement (ASTM 0150) with 4-6%
air entrainment. Concrete aggregate to be normal weight (stone).
3.Porforrri all cast -Inflate concrete work In accordance with
SaecIPlcatlons For 5trve`U.ral Concrete for DIIdlnga,AGI 301-84,
unless noted otherwise. Provide hot or cold wepther protection
per AGI 305 or 906.
4.Relnforcing steel shall conform to ASTM A615: N4 x.d. ^. "'"r =
Grade 40, 05 aid lager = Grade 60.
STRUCTURAL WOOD FRAMING
A. DIMENSIONAL LUMBER
IAII timber construction (light and heav) shall conform to American
Institute of Timber Construction (AITG) and National Design
S5oeeciPic4Ion (ND5) standards.
aural framing lumber shall be Hemlock Fir, with the
following minimum grades:
Plates old Studs: 02
Joists and Rafters: 02
38soms, Posts and Timbers: Douglas FP Larch 01
4.AIl sill plates In contact with concrete or masonry Foundation shall
be Foundation brads Redwood or Pressure Treated Horn -Fir *2
or better, designated Par 'Above bround° usage as defined be
the American Vbod Preserver's Institute.
B. FASTENERS AND GONNEGTORS
IAII timber nailing and connections shall conform to IRC and AITG.
Reference IRC Table No. R602.50): Fastening Schedule.
2.Metal connectors Par wood framing are manufactured by the
5Inpson Strong -Tie Company, connectors with nails shorEer than
common as follows:
8d x IVa°; l0d x IVa"; I6d x 215", unless noted otherwise.
CONTINUOUS 2x12
LEDGER W/ (3)- 1/4" dia.
x 6" TIMBERLOK SCREWS
TO EA. STUD (Ib" O.G.)
30 YEAR ARCHITECTURAL
GRADE ASPHALT SHINGLES
OVER 5/8" THICK
STRUCTURAL SHEATHING (058)
12 13
2x12 RAFTERS
NOTCHED TO
BEAR AS SHOWN
LU -210
JOIST HER
6x12 TIMBER
BEAM
BLOCKING
BETA RAFTERS
NOTCHED FOR
VENTILATION
b" THICK
S.I.P.
2x4 STUDS
®
16" 0.C.
1/1000 FLOORING
OVER 2x4 NAILER
PLATES OVER 4"
GONG. SLAB
OVER INSULATION
2" THICK
RIGID
INSULATION (R1)
BIGFOOT FOOTING
W/ (4)-#4 VERTICAL
® EACH 6x6 POST
(4 THUS)
1/2" = I'-0"
11'-6"
m=111
2'=O" dia.
FTG
S'-0"
KURTZ el
ASSOC I ATES,
INC.
5012 COUNTY RD. 154
GLENWOOD SPRINGS,
COLORADO
(110) 145-6305
RESIDENTIAL
ADDITION:
KEITH
HANNA
WITTENBERG
0121 OLD MIDLAND
OAK MEADOWS
SUBDIVISION,
GARFIELD COUNTY,
PROJECT NO.
11-01.50
SHEET:
SI
22'-0"
3'-0"
14'-O"
/
k
6x12
cgan
6x12
A
SI
6x12
u
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ilk
/
/
i
i
i
EXISTING
RESIDENCE
23'-0"
11/
2x12
16" O.G.
LJ
/////i//i//ir//r/i/2r//ri/Nrri/////7rr7/////,/i//i/i///i//i////i///////////i/// ////i///// ////i//////i///
i
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EXISTING
GARAGE
25'-0"
ROOF FRAMING FLAN: ADDITION
1/4"=1'-0"
ROOF FRAMING PLAN NOTES
1. 1 T Designates rafter showing span direction.
rJ
2. C a Joist hanger or beam to beam connection.
r-
4.
PLAN
NORTH
Designates header support or post
which supports framing this level.
Post and Header support Schedule
OA 6x6 Timber Post
\ \
3.5 5 Exterior w011 below this level of framing.
Exterior w0115 to be 6" Structural Insulated Panels (51P). 5. 6x timber beams to be Douglas -Fir No. I or better.
KURTZ 4
ASSOCIATES,
INC
5012 COUNTY RD. 154
GLENWOOD SPRINGS,
COLORADO
(410) 445-6305
RESIDENTIAL
ADDITION:
KEITH4
HANNA
V91 TTENISER&
0124 OLD MIDLAND
OAK MEADOWS
SUBDIVISION,
GARFIELD COUNTY,
COLORADO
PROJECT NO.
11-01.50
CONSTRUCTION SET:
10/24/10
SHEET:
S=2