HomeMy WebLinkAboutApplication - PermitI
Garfield County
Building & Planning Department
108 8th Street, Suite #401 Glenwood Springs, Co . 81601
Office :970·945·8212 Fa x: 970·384·3470
Inspection Line : 970·384·5003
Building Permit No. _ll~(!O
Parcel No: 2393 -284-00-014
Locality:
Job Add ress: 0848 CR 106 , Carbondale
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Use of Building: detached garage with storage above ------------------~~------~--------
Owner : Dag , St efan
Contractor: Owner
Fees: Plan Check: $ 398 .74 Septic:
Bldg Permit: $ 613.45 Other Fees:
Total Fees: $ 1,012.19
Clerk : -§~fL __ Date : 3-~(Q-Oj
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' Parcel No: (this information is available at the assessors ofli<:e 970-945-9134) 2
2 Job Address: (if an address bas not been assigned, please provide Cr, Hwy or Strcct Name & City) or and legal des«iption
OJ'YI Cl'l I~
3 Lot No: Z-1
4
s
6
7
8 Use of Building:
9 Describe Work:
10 Class of Work:
11 Garage :
oAttached
12 Driveway Pennit:~
Block No:
Mailing Address:
Sq . Ft. or Acres of Lot:
/,o J'
o Alteration
d"'Detached
Septic:
Subd./ Exemption :
Ph :
Height:.2l'
o Addition
oiSDS
Owners valuation of Work.: $
NOTICE
AltPh:
No. of Floors:
~
oCommWLi
~-This IClPiicatioo for a Boilding ~~ IDIISI be signed by the Owner of tho property, dctcribed abo\'C, or on alllhori-hgcnl If tho sigl>lltln below is not thlll of the Owner, a seperalc
leuer of 8111hority, sipcd by the Owner, must be provided with Ibis Applico lion.
Lqt!Acmr. A Buil~ Permit_, bo iroued wid>out proof of loP and edequato ...,...to tho property for J>II'I'OO" ofinspeoeiou by the Buil~ .D<prlma>L
Ot!tcr Psrw!IL Multiple separate permits may be required: (I) Stale Elec:lrical Permi~ (2) County I.SDS Penni!. (3) another permit requited for use on thepropaty identified above, e .g. Stale or
County Highwll)'/ Roed Ac:c:eu or a Slale Wastewater OiJ<:iwac Pmnil
fi!d Psrm!L A Building Permit bc<lomet null and void if the work authoriJJed is not COitiiDCIK:ed within 180 dll)'s of the date ofissuaoce and if work is IIUSpCIIdcd or abaodoocd for a period of 1.80
dll)'s after commenccmcnt
COI.TiftCA.TION
J berWy oertiJY thalli have read this Application and that the infunnation axaincd above is b'Uo and <:OITOCt. I undenland lhal the BnikliD3 Dcputmcnl accept~ the Appl ieolioo, along with the plans
and ipOCificatioos and other dllla submitted by me or on my behalf(sublnittals), based upon my ocrlifielllion as to aoc:uracy.
Assuming c:otl1'1ctcncu of the submittals and approval of this Applk:etion, a Building Permit will be issued g151ting permission to mo. as Owner, to construc;t the slnlc:lure(s) and facillties dclailcd on .
the submittals reviewed by tho Building Dcpertmcol ·
Jo c:onsidentioo of the iuuanoe of the BuildiQS Penni~ I "BR"' lhal J and my "'lt:ots will comply with provisions of aoy federal, stal8 or local law ~qulalinj tho work ond the Olrfield Couney BuUdlna
Code, ISDS regulations and applicable land usc regulatioas (County Resulatioo(s)). I acknowledge that the Building Permit may bo IIUSpCfldcd or revoked, upon ootic:c from the County, if the location,
construction or usc of the llniCiure(s) and lllcility(ies). desaibed above, are not in compliance with County Regulation(s) or aoy other applicable law.
I bereby grant permission to the Building Department to color the property, dcecribed above, to inspect the work. I fiuther aclalowlcdgc thai the issuance of the Building Permit docs not prevcol the
Buildiog Official from: (I) requiring thecoaection of errors in tho submittals, ifony, discovered after issuance; or (2) stopping eonstniCiion or usc of tho ltnlciiU'c(s) or facility(ics) if such is in violalion
ofCowuy Re&ulatioa~) or any o ~~e law .
Review of this Applicati · ucbg 111bmilbl and inspections of the work by the Buildiog Oep.tmcnt do not ooastitutc •llllCqlllllce of responsibility or liobility by the Co1111ty of erron, omissions
or disa'epanciea. Aa Owner, J aclmowlcdAc responsibility fur compliaacc with fcdcnl, -c aod local laws aod County Rcgullllions!CSI witll me aod my authoriJJed •cnts, ioduding witboul
Umitalioo my ....-teet designer, engineer and/ builder.
J HEREBY A OWLilDOE lHATJ HAVE AND UNDERSTAND THE NOTIC& .t.CERTIJl'JCATION ABOVE;
DATE
STAFF USE ONLY
Special Coaditloas:
Adjuated Valuation: Plan Check Fee: Permit l<'ee: Manu bome Fee: Mise Fees:
4wcetJ.a:J ~~~. 7/f wt?>.Lft
ISDSFee: Total Fees: Fees Paid: Balance Due: ISDS No & Issued Date:
{/)(2., ~q 2-43 1 2\
Setbacks: OCCGroup: F -;y-) R ;£ ~-tD . ( (\. (.
---------·--· ..
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The following items are required by Garfield County for a final Inspection:
I) A final Electrical Inspection from the Colorado State Electrical Inspector.
2) Permanent address assigned by Garfield County Building Department and posted at the
structure and where readily visible from access road.
3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows
installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent
kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; all
necessary plumbing.
4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running
water, non-absorbent floors, walls finished, and privacy door.
5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks
over 30" high must be constructed to all IBC and IRC requirements including guardrails.
6) Outside grading completed so that water slopes away from the building;
7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of
extenuating circumstances., i.e. weather. Under such circumstances A Certificate of
Occupancy may be issued conditionally.
8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway
installation, where applicable; as well as any final sign off by the Fire District, and/or State
Agencies where applicable.
A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE
ABOVE ITEMS HAVE BEEN COMPLETED.
A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED.
OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED.
OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN
ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES
UNTIL ABOVE CONDITIONS ARE MET.
I understand and agree to abide by the above conditions for occupancy, use and the issuance of a
C.O. for the building identified in the Building Permit.
OWNERS SIGNATURE DATE
BappJicationdecember2007
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Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks,
balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line and
original grade. A section showing in detail, from the bottom of the footing to the top of the roof,
including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation,
sheeting, house-rap, (which is required), siding or any approved building material. Engineered
foundations may be required.
A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be
designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. wind speed,
wind exposure B or C, and a 36 inch frost depth.
All sheets to be identified by number and indexed. All of the above requirements must be met or your
plans will be returned.
All plans submitted must be incompliance with the 2003 IRC.
I. Is a site plan included that identifies the location of the proposed structure or addition and distances to
the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor
and has the surveyors signature and professional stamp on the drawing? Properties with slopes of
30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the
placement of any portion of a structure within 50 ft. of a property line and not within a previously
surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor
and have the surveyor's signature and professional stamp on the drawing. Any structure to be
built within a building envelope of a lot shown on a recorded subdivision plat shall include a
copy of the building envelope as it is shown on the final plat with the proposed structure located
within the envelope.
Yes._"--
2. Does the site plan also include any other buildings on the property, setback easements and utility
easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the
property you are applying for a building permit on is located on a comer lot. Special setbacks do
apply.
Yes. ___ _
3. D<?es the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal
System) and the distances to the property lines, wells (on subject property and adjacent
properties), streams or water courses?
Yes ___ _
4. Does the site plan indicate the location and direction of the County or private road accessing the
property?
Yes ____ _
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5. Are you aware that prior to submittal of a building permit application you are required to show proof
of a legal and adequate access to the site? This may include (but is not limited to) proof of your
right to use a private easement/right of way; A County Road and Bridge permit; a Colorado Dept.
of Highway Permit, including a Notice to Proceed; a permit from the federal government or any
combination. You can contact the Road & Bridge Department at 625-8601. See phone book for
other agencies
Yes._---"---
6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel
in accordance with the IRC or per stamped engineered design?
Yes. ____ _
7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the
clearances required between wood and earth?
Yes No ____ _
8. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces and
soffits?
Yes. _____ _ No ____ _
9. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of
40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind
loads?
Yes. _____ _
I 0. Does the plan include a building section drawing indicating foundation, wall, floor, and roof
construction?
Yes. _____ _
II. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists,
roof rafters or joists or trusses?
Yes. ______ _
12. Does the building section drawing or other detail include the method of positive connection of all
columns and beams?
Yes ______ ___
13. Does the elevation plan indicate the height of the building or proposed addition from the
undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top
of a flat roof? (Building height measurement usually not to exceed 25 feet)
Yes _____ _
14. Does the plan include any stove or zero clearance fireplace planned for installation including make
and model and Colorado Phase II certifications or phase II EPA certification?
Yes No. ______ __
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15. Does the plan include a masonry fireplace including a fireplace section indicating design to comply
with the IRC? ,· Yes. __________ No ____________ _
16. Does the plan include a window schedule or other verification that egress/rescue windows from
sleeping rooms and/or basements comply with the requirements of the IRC?
Yes · ·
17. Does the plan include a window schedule or other verification that windows provide natural light and
ventilation for all habitable rooms?
Yes. _________ _
18. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing
immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking
surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety
glazing for these areas?
Yes No. ___________ _
19. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on
the plan?
Yes. _________ _
20. Do you understand that if you are building on a parcel of land created by the exemption process or the
subdivision process, are building plans in compliance with all plat notes and/or covenants?
Yes _______ __
21. Do you understand that if you belong to a Homeowners Association (HOA), it is your responsibility to
obtain written permission from the association, if required by that association, prior to submitting
an application for a building permit? The building permit application will be accepted without
it, but you run the risk of the HOA bringing action to enforce the covenants, which can result in
revocation of permit issued. Additionally, your Plan Review fee is not refundable if the plans
have been reviewed by the Building Department prior to any action by the HOA that requires either
revocation or substantial modification of the plans.
Yes _________ =-;J
22. Will this be the on! resi~~ntia tructure on the parcel?
Yes _____________ If no-Explain:~~''-'~;.--------
23. Have . o (2) complete sets of construction drawings been submitted with the application?
Yes _______ __
24. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long?
Yes _______ __
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25. Have you designed or had this plan designed while considering building and other construction code
requirements?
Yes ____ _
26. Do your plans comply with all zoning rules and regulations in the County related to your properties
zone district?
Yes ______ _
27. Does the plan accurately indicate what you intend to construct and what will receive a final inspection
by the Garfield County Building Department?
Yes -----
28. Do you understand that approval for design and/or construction changes are required prior to the
application of these changes?
Yes -----
29. Do you understand that the Building Department will collect a "Plan Review" fee from you at the
time of application submittal and that you will be required to pay the "Permit Fee" as well as any
"Road Impact" or "Septic System" fees required, at the time you pick up your building permit?
Yes ____ _
30. Are you aware that you must call in for an inspection by 3:30 the business day before the
requested inspection in order to receive it the following business day? Inspections will be
made from 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be called in
to 384-5003.
Yes _____ No _____ _
31. Are you aware that requesting inspections on work that is not ready or not accessible will result in a
$50.00 re-inspection fee?
Yes _____ _
32. Are you aware that you are required to call for all inspections required under the IRC including
approval on a fmal inspection prior to receiving a Certificate of Occupancy and occupancy of the
building?
Yes ·-----
33. Are you aware that the Permit Application must be signed by the Owner or a written authority being
given for an Agent and that the party responsible for the project must comply with the IRC?
Yes, _____ _
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34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and
Plumber to perform installations and hookups, unless you as the homeowner are performing the
work? The license number of the person performing the work will be required at time of
applicable ~ion.
Yes~---------------
35. Are you aware, that on the front of the Building Permit Application you will need to fill in the
Parcel/Schedule Number for the lot you are applying for this permit on prior to submittal of a
building permit application? Your attention in this is appreciated.
Yes /
36. Do you know that the local fire district may require you to submit plans for their review of fire safety
issues? /
Yes (please check with the building department about this requirement)
37. Do you understand that if you are planning on doing any excavating or grading to the property prior
to issuance of a building permit that you will be required to obtain a grading permit?
Yes / .
38. Are you aware that if you will be connecting to a public water and/or sewer system, that the tap fees
have to be paid and the connections inspected by the service provider prior to the issuance of a
Certificate of Occupancy?
Yes Y/A-
I hereby acknowledge that I have read, understand and answered these questions to the best of
my ability. ~~~
Phone:._._q _,'!0<---lq.....,(p'-"3'-'t"-'tJ-"(_,(,L---'( days);
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Project Name:.----,;]:LIA"'-4=1----CLz..!.:A,~f~A:!.!:C.:L, ..::::C::::__
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PARCEL N0.1
A parcel of land situated in lot 21, NW114SE1/4of Section 28, Township 7 South, Range
BB west of the Sixth principal Meridian, said Parcel bein more perticularly described as
follows:
Commencing at a brass cap found In place and properly marked for the East Quarter Corner
of said Section 28: thence S. 69°59'56" W ., 2864.56feet to the Point of Beginning;
thence along the North-South centerline of said Section 28, N. 01 a 20'27" E., 256.85 feet
to· the Southern right-of-way of the Denver and Rio Grande Western Railroad: thence along
said Southern right-of-way along a curve to the . right, having a radius of 1 332.69 feet and
delta angh .. A 11 ° 13'47., (chord bearing S. 66° 17'1 8" E., 260.78 feet), a distance of
261.20 feet: thence along said southern right-of-way along a curve to the right, having a
radius of 473.69 and delta angle of 17°64'37" (chord benring S. 40°43'05" E., 147.47
feet). a distance of 149.01 feet to the common North line of the Townsite of Cooperton
and South line of said Lot 21; thence along said Une N. 89°22'00" W. 316.60 feet to the
Point of Beginnin~J· said parcel containing 1.08 acres, more or less. ·
COUNTY OF GARFIELD
STATE OF COLORADO
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Job Name: STEFAN DAG Truss 10: TRUSS02T Q 21
X-LOC REACT SIZE REQ 'D
0 -2-12 1987 5.5o• 2.85"
31-9-4 1987 5 .50" 2 .8S ..
G REQt1IREMEN'l'S shown ~r• b •sed ONLY
the t rue s mat•ri.al at each bea.rinq
TC FORCE AlCL BND CSI
-1 61 0.00 0.11 0 .12
-2 -1963 0.05 0.11 0.1 6
-3 -3021 0 .12 0.10 0.22
-4 -3616 0.12 0 .15 0 .27
-5 -3669 0.08 0.65 0. 73
-6 -4056 0 .13 0. 77 0. 90
-7 -4056 0.13 0. 77 0. 90
-8 -3667 o . 08 0 .65 0 . 73 -· -3616 0 .12 0 .15 0.27
-10 -3020 0 .12 0.10 0.22
-ll -1963 0. 04 O.ll 0 .15
-OR 61 0.00 O.ll 0.12
BC FORCE AXL BND CSI
-13 -471 o . 03 0 .00 0. 03
-14 141 6 0 .13 0 .04 0.17
-15 2114 0. 20 0.09 o . 28
-16 4308 0. 40 0.06 0 .47
-17 4320 0. 40 0.11 0 .51
-18 4 320 0.4 0 O .ll o . 51
-19 4308 0. 40 0 .06 0. 47
-20 2113 o . 20 0.09 0 . 28
-21 1414 0 .13 0 .04 0.17
-22 -472 0 . 03 0 .00 0 .03
B FORCE CSI WEB FoRCE CSI
-1 2 -1590 0 .12 7 -17 -1075 0 . 65
-13 984 0. 76 7 -18 188 0.12
-13 -1236 0 .45 7-1 9 -1075 0. 92
-14 393 0 .29 8 -19 -339 0.10
-14 -698 0.35 9 -1 9 3083 0.32
-15 3084 0.32 9 -20 -6 9 7 0.35
-15 -339 0.10 1 0 -20 392 0 .29
-15 -1074 0 .92 10-21 -1236 0 . 45
-16 188 0.12 11-21 984 o . 76
-17 -1076 0. 65 ll-22 -1589 0.12
-1 7 1841 0, 67
2x4
2x4
2x6
2x4
2x6
SPF
SPF
SPF ww
SPF
1650F-1 .6E
2100F-1.8E
1650F-l. 6E
STUD
1650F-l . 6E
3-6 , 6-9 ~ w~.b~~~r~~~~~sa~~~~S;~~~:~g~ :~~~:
**[PM]=PLATE MONITOR USED-See Joint Report**
Designed p e r ANSI /TPI 1-2002
12-1 ,
19-9 ,
2x4 SPF t2 17-6
3-15 This des i.qn does not account for lonq term
22-11 time dependent l oading (creep) . Building
Designer must account f'or this.
Lumber s hear allowables are per NOS.
THIS DESIGN l:S THE COMPOSITE RESULT OF
lolll'LTIPLE LOAD CASES .
Loaded for 10 PSF non-concurrent BCLL .
ASCE7-02 SNOW LOAD DESIGN CRITERIA :
Pg • 52 p sf', Ce ~ 1 .0, I= 1 .0, Ct = 1 .1 0
Pf'm.in • 20 psf
HORIZONTAL REACTION(S) :
s upport l 279 lb
support 2 279 lb
+ + + + + + + + + + + + + + + + + + + + + +
OVERIIANG(S ) MAY BE SHORTENED UP TO 3" Ml\X .!
overhang Soffit loading • 2 .0 psf
+ + + + + + + + + + + + + + + + + + + + + +
I
13 -10~
1 5X16
I2~~
W:508 3X4
R:1987 20.00 1 U :-5260 ~..a
0~.; 4-6..&
fz 13 14 15
~~~:'1'~1:'1' 1-9~ !l~~~
;T~ Jl:n
13~~
Refer to Joint QC Detail Shee t f'or
Maximum Rotational Tolerance used
IRC /IBC truss plate val.ues are bas ed on
testing and a pproval as required by IBC 1703
and ANSI /TPI and are reported in available
documents as ER-1607 and ESR-1118.
+ + + + + + + + + + + + + + + + + + + + + +
Unrestrained horiz. LL defl e ction • 0. 73 "
+ + + + + • + + + + + + + + + + + + + + + +
Overbanoe a re des igned for 40 PSF live
load (includes multiplier of' 1.00), and an
eave (ice) load o f 0.0 Pl~1 in addition to
dead loads indicated .
's
6X6
9-4-13
1
1HH>
7
-4.00 I
8
I
SX16 131-1 '§-~IP
I2~
JX4 W:508
1·2.00 tZO.OO R:1987
I
o~..a U:-530
11~~ . -
18 19
4 ""28 2
i±L.... 4-6~ ~I ~I~~~ zz-4l~ z1~~ :t1 ±1 ±1PJ
Drw
End verticals are designed for axial loads
only unless noted otherwise.
Extensions above or below the truss pro~il e
(if any) have been designed for loads
indicated on1y . Horizontal loads applied at
the end of the extensions have not been
considered unless shown. A drop-leg to an
otherwise unsupported wall may create a
hinge e~~ect that requires additional design
consideration (by others) .
UPLIFT REACTION(S )
SUpport C~C Wind Non~ind
1 -52 6 lb
2 -530 lb
This truss is designed u sing the
ASCE7-02 Wind Specification
Bldg Enclosed = Yea, Importance Factor • 1.00
Truss Location ~ End Zone
Hurricane/Ocean Line • No , Exp Category • C
Bldg Length= 99 .00 ft , Bldg Width • 50.00 f't
Mean roof height • 24.92 ft , mph 90
ASCE7 II Standard OCcupancy, De ad Load • 11 . 0 psf
Designed as Main Wind Force Resisting System
-Lev-rise and Components and Cladding
Tributary Area • 64 sqft
Ml\X DEFLECTION (span) :
L/999 HEM 17-18 (LrvE) LC 33
L= -0.32" Dl5 -0.17 11 Tc -0.491
-Joint Locations ~~
1 o-o-o 12 o-o-o
2 1-6-0 13 1-6-0
3 3-o-o 14 3-o-o
4 5-1-12 15 s-o-o
5 9-6-0 16 9-6-0
6 16-o-o 11 16-o-o
7 22-6-0 18 2 2-6-0
8 26-lO-4 19 21-o-o
9 29-o-o 20 29-o-o
10 30-6-0 21 30-6-0
1 1 32-o-o 22 32-o-o
2/13/2009
All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports a'tailable from Truswal software, unless noted . Scale: 3/32." = 1 '
970-252-1818 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.
~~AX 970 .. 252-1 811 This cleslgn is for an individual building component not truss system. tt has been bas ed on s.,.clfications provided by the c:omponent manufaeturer
and done i1 accordance wilt! the current vertions of TPI and AFPA des ign standards. No r.sponsiiMy .. assumed tor dimlnsional .ccurac ~. DftM!nsions
~re to be verl'ied by the: component manufacturer .a nd/or building designer prior to fabrication. The bl.lildlnv designer must ascertain that the loads
utlized Dn lhis design meet or e:xeeed the loading imposed by the local building code: and the .,.rticular application. The design assumes lhat the top chord T R USS-CQ' INC • is lateraly br.~cad by the roof or ftoor sheathing and the bottom chord i& t:rteraly braced by • rigid sheathng matltrial direetfr attached, unins atherwir.e
noted. 81'11Ci'tg shov.tn is torlltlual support of c omponents members only to reduce bucking a.ngth. Thil component shalnot be plilcl!td in MY
e nvironment that wil QUU the moistuN conte-nt or Ule -.ood to e xc:eed 19% andlorea"se conn.ctorplnR corrosion. Fa~, handiB, instal
and br'aC.-thil truc a tn .c.co.U.nc.e with U,. fo.,wing •tandarda: 'Jor.t and Cutting O.tail Reports' •v•ba. as output f rom trus~lsortware. es;;;a ts;:7'SJ 'ANSrT'PI1', WTCA 1'-Wood TNSs Council of America Standard Design Responsltilitits, 'BI.JL.OINO COMPONENT SAFETY N'ORMAT10N' •
(BCSI 1.03) and 'SCSI SUMMARY SHEETS' by WTCA and TPL The TNss Plate Institute (T~ ialoc:eted at 583 D"Onofrio Drive, Madison,
22.060 S. Hwy 550 Montrose, CO. 81401 Wesc:ons ln 5371t. The American For.st a nd Paper Association (AFPA) is bcated a t 1111 1tth Strwt. NN, Stt 800, Washington, DC Z0036.
PDF created with pdfFactory trial version www.pdffactorv.com
Chk: BW
Dsgnr: BW
TC Live
TC Dead
BC Live
BC Dead
TOTAL
WO: STEFAN DAG
40.00 paf DurFacs L=1 .00 P=1.00
10 .00 psf Rep Mbr Bnd 1.15
0.00 p sf O.C.Spacing 2-0-0
10.00 psf Design Spec IRC -2003
60 .00 p sf Seq n T6 .5.7 • 38962
oddo
ODDO ENGINEERING, INC.
MEMORANDUM
To: Stephan Dag
From: Paul Stoffel E.I.T., Oddo Engineering, Inc.
Cc: Bob Oddo, Oddo Engineering, Inc.
Job : Dag Garage
Project No.: 2800-39
Date: October 27, 2009
Stephan,
The (3) 9 1/2" ML continuous header over the two 6'-0" windows along the back wall is
acceptable as shown on the drawings dated "Construction 7-26-09." We are assuming there is a
minimum of a (4) 2 x 6 post in the center support as stated on the drawings. Please give me a
call if you have any additional questions or comments.
Best Regards,
Paul Stoffel
H:\Paul\Paul2008 \Dag Garage 10-27-09 memo.dot
713 Cooper Avenue+ Suite 200 +Glenwood Springs, CO 81601
(970) 945-1006 +Fax (970) 945-2966 +E-Mail info@oddogws.com
GAMBA
& ASSOCIATES
CONSULTING ENGINEERS
& LAND SURVEYOR S
WWW .OA MB A 1: NG I HI: C ltiHG .C OM
PHON E : 970/945-2550
FAX : 970/945-1410
113 NINTH STREET ,
SUITE 214
P.O. Box 1458
GLENWOOD SPRINGS,
COLORADO 81602·1458
Monday, August 31'1
, 2009
Andy Schwaller
Garfield County
Building & Planning Department
108 Eighth Street, Suite 401
Glenwood Springs, Colorado 81601
RE: Stephan Dog, existing ISDS.
Dear Andy:
We ha ve been asked by Stephan Dog to respond to a reque st by Garfield
County that he increase the size of his existing Individual Se wage Disposal
System to accommodate his plans to add a bedroom to the existing
residence at 848 County Road 106, Carbondale, CO 81623 -2361. This
property is recorded in the Garfield County Treasurer's office as hav ing a
Parcel Number of 2393-284-00-014 .
With regard to the planned expansion to a total of four (4) bedrooms, we
would like to direct Garfield County's attent ion t o our original ISDS plan s
for this pro ject, of April 1991 , a copy of which is attached. On these plans,
our original design calculati o n s used the f o rmula applicable in the State of
Colorado, and Garfield County at that time. The original plans are for a
pressure-dosed system , discharging septic tank effluent to a concrete-sand
mound system . The bas is for des ign of this system was the intended
o ccupancy of the residence, being four (4) bedrooms, and the percolation
rate of the concrete-sand filter mound proposed for the absorption field.
The design for this system was approved by Garfield County, and St e phan
Dog was issued a per mit for the septic system serving the residence, with a
total of four (4) bedrooms.
To the best of our knowledge and recollection, the system was constructed
in accordance with the approved and permitted design plans.
It is our understanding that the actual residence currently has a total of
three (3) bedrooms. It is also our understanding that there ha ve b ee n no
failures of the system and no problems w ith its operation to date.
Based on the above facts and understandings, it is our belief that the
system is adequate to se rv e the existing residence with three (3) bedrooms,
as well as being adequate to serve the proposed fourth bedroom, since this
is the design basis for the original system as permitted by Garfield County.
Ste phan Dog, e xis tin g ISDS adequate fo r 4-bedro oms, p e r o rigi n a l desig n .
Monday, Au g us t 3 1 '1
, 2 009
Page 1 o f 2
In addition, we are providing a copy of our current ISDS spreadsheet, w hich
is designed to be county-specific, showing that even using today's
formulae, and today's allowable surface area for the Infiltrator Standard
Chambers, the system, as designed and installed is adequate for the
proposed completion of the house to the original four (4) bedroom design .
Per our phone conversation on this issue this afternoon, if you would please
attach this letter to the permit file for this project, and see to it that
whomever has been requesting a modification to the existing system to
serve the 4'h bedroom is advised as to the adequacy of the system to deal
with a total of four bedrooms .
If you have any questions, please call me at (970) 945-2550 extension
206, or email me at tcpage@ gamba enginee ring .com .
Sincerely,
Gamba & Associates, Inc.
Enclosures : Copy of original approved plans,
Copy of current ISDS Spreads heet.
cc: Stephan Dag.
G:\90126\Communicotio ns\Memo to Garfield County regard ing 4-bedroom system 2009083 1.doc
Ste phan Do g , e xis ting ISDS a dequ a te fo r 4-be drooms, pe r o riginal d es ig n .
Monday, August 31 st, 2009
Pa ge 2 of 2
Tank & Field-Trenche s
GarfieldiiCounty Health Department
ISDS Design Calculations -CHECK ON EXISTING CONDITIONS
Gravel less Infiltration System
.,
Individual Sewage Disposal/Treatment System Type: Septic Tank
~epb¢n#>lr~ '·' ,'
~JI8 Cp<m~ tt'oO,~iQ6 ,:~~ ~
Owner's Name and Address: Carb¢fJ~Si~tJ;:tD 8,T6'23.2~~r , Pro ject Number: 90126
House Size (sq. ft.): .1,566 N/A gallons/person/day No Go rbage Di sposal? (Y /N)
Number of Bedrooms in Main House . 4
Number of Off ices, Librar ies, Studies, S imilar-si zed Ro oms in Main House . 0
Number of Bedrooms in Detached Careta ker unit 0 '~,
Number of Offices, Studies, Similar-sized Ro oms in Caretaker Unit (If the ca retake r unit is ·
ATIA CHED , treat as if part of main house.) ; 0
Mimmum ot 2 bedroom
Total Bedroom s and Potential Bedrooms : 4 equivalents.
•I< Add itiona l flow in gall ons/person/day du e to two (2).bathroom_s; OS1SUm~·wat~r
i 0 cl os~t, la va tory; and 'snowe'r: ' ·. .. . " ·' . ,.
'•Y' 0 ·~· ,; 0 ''• persons using additional bathrooms.
Average Dail y Waste Fl ow: 600 ga ll ons/day
State Re view Required?: No
Average Percolat ion Rate (t) = ·''•···a.o minute s/in ch Per co lati o n rate is a n average.
De sig n Fl ow (Q) = Average Dail y Waste Fl ow X 1.5
Design Flow, Q = 900 gallons/day
Absorption Area = A= Q xfi
5
A= 509 .12 sq. ft . of absorption area required 510.00 sq.ft. (Rounded Area)
A (Trench) = 254.56 sq . ft .. Tr enc h System: 50 %Reduction
A (Bed)= 356.38 sq. ft .. Bed Sys te m: 30 %Reducti o n
A maximum 50% reduction is allowed for use of deep gravel or gravelless chambered sys tem, for a TRENCH
sys tem only if the lot size and soil conditions are optimal. If a redu ctio n is being proposed, describe why lot
ki7P nnrl ~ni l rnnrlilin '~ nrP nnlimn l ·
INFILTRATORS for Garfield County
Number of Infiltrator Units
(BED) 22.99 Standa rd
Rounded Number of Units: 23 bed system, 1'. '<';·.r· ' 4 units wide, and 6.00 units long.
13.25 feet wide X 36.00 feet lo ng
Unit Length : 6.00 Row Separation: 3.42 4 77.00 sq . ft. of trenches
Unit Width: 3.00
Actu a l num ber of Infiltrato rs fo r "square" field/t rench = 24.00 units
Tank Size for Garfield County and Septic Tank system
Garbage
In crease tank size with Di sposa l
Garbage Di s posal! (25%) NOT in use.
Minimum Ta nk Capacity = 1 '1 25 gallons (750 gallon absolute minimum )
Suggested Practica l Tank(s) 1,250 Ga ll ons size:
Variable Setback Calculations for Absorption Tre nch,
Seepage Bed, Sand Filter , Sub-surface Dispersal Number of Required
System, or Drywell percolation test holes:
De sign Fl ow (from above), Q
= 900 gallons/day 3 forT rench System
Page 1 G:\90126\ISDS Calc ulations-20090827.xls
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone(970)945~212
Job located at o ~·c;. o
Permit No. ------------------------------------
I have this day inspected this structure and these
premises and found the following corrections needed:
0 Call for Re-lnspection
0 $50 .00 Re-lnspection Fee must be paid prior to Re-lnspection
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made , call for inspection at 970-384-5003.
Building Inspector ~~.(.....~~~-==--..t..::~~~~~=~-=
Phone (970) 945-8212
COUNTY OF GARFIELD • BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at z§® U+ll> og4-!iJ · c ,< /~ b
Permit No. I I Z. C:, 6 --~·~-----------------------------
I have this day inspected this structure and these
premises and found the following corrections needed:
0 Call for Re-lnspection
0 $50.00 Re-lnspection Fee must be paid prior to Re-lnspection
You are hereby notified that the above correction must be inspected
before covering.
When c orrection(s) have been made, call for inspection at 970 -384-5003.
Date 4= ..... L_ L 20 e> 7'
Building Inspector ~ ~
Phone(970)945-8212
11260
No. -------------------Assessor's Parcel No . 2393-284-00 -014
Date ___ 3_12_6_12_0 _09 __
BUILDING PERMIT CARD
Job Address _____ 0_84_8_C_R __ 1_06~,_C_a_r_bo_n_d_a_le ______________________________________________ __
Owner __________ D_ag:::..;,_S_te_f_an _______________ Address 0848 Cr 106 , Carbondale Phone# 963-8056
Contractor Owner Address Phone #2.74-.>-1!1119'
Setbacks : Front Rear _________ RH ______ LH _________ Zoning ____ _
detached garage w/storage above INSPECTIONS
So i Is Test --.---:-:--~"7"'7"---------,--
Footing 4:::!'!-CJ ? ~
Foundati orL£10""= t) 7 ~
Weatherproofing -----------------------
Mechanical __________________________ _
Electri cal Rough (State)-----------------
Grout ______________ .-~~--~--
Underground Plumbing +-Z'?-t????k..J
Elect rical Final (State) __________________ __
Final /Checklist Completed? ____ _
Rough Plumbing ____________ __
Framing ____________________ _
Insulation --------------------
Roofing --------------------
Drywall ----------------
Gas Piping ________________ __
Certificate Occupancy # -----------------
DoG5~
/Vo/
F~!£/110~(
Date _____________________ ___
3ystem # ---------------------
Date ------------------------Final _____________________ ___
(continue on back)
\,;'
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
Date Issued ~--=>~~ a:::..=--_-o_'l-1-----Permit No. I ) i1 uo
AGREEMENT
In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations
related to the zoning, location; construction and erection of the proposed structured for which this permit is
granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location,
erection and construction of the above described structure, the permit may then be revoked by notice from the
County Building department and IMMEDIATELY BECOME NULL AND VOID.
use 6aftlae wJ ~~ ~Mve.
Addressor Legal DescriptionfRltl C l. JO(t -
This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection
INSPECTION RECORD
Footing I Driveway
f-7-cY/ 00
Foundation I Grouting 4--/_s:--e;T ~0) Insulation
Underground Plumbing Pi-Uf1lft::~ If
~ic:J;( i.1 {./Jot t ~n...
~1 '9 0 713
Drywall
Rough Plumbing Electric Final (by State Inspector)
(Prior to Final)
Rough Mechanical Septic Final
Gas Piping FINAL s/fop:?-t-qA}/9/f/;sJ!zp
37o/<A6/C, <C/~
Electric Rough (by Stat~spector) /.Zm 6' s~Mc£ ~NLY 4--//-/c_ ~cJ
(You Must Call For Final Inspection) c
(Prior to Framing) Notes
Framing
(to include Roof in place & Windows & Doors i nstalled & Firestopping in place)
APPROVED
Date
THIS PERMIT IS NOT TRANSFERABLE
For Inspection Call970-384-5003 Office 970-945-8212
108 8th Street, Suite 401 Glenwood Springs, Colorado 81601
DO NOT DESTROY THIS CARD ~o-ot By ~r.______311. ~ ~~-----==---=--~:_______
PROTECT PERMIT FROM WEATHER D
(DO NOT LA,!'INATE)