HomeMy WebLinkAboutApplication- PermitNo, 7060
GARFIELD COUNTY
BUILDING, SANITATION,
and PLANNING DEPARTMENT
109 Sth, Street, Suite 303
Glenwood Springs, CO 81601(970) 945-8212
Job Address lo et. �C.U7 « 4 , ( � A )
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Nature of Work Building Permit
Use of Building ,� �]
OwnerS-n14,e,e( Zt�, -W CC�
Contractor
Amount of PemutS2 5 /. 9/ Date a 1959
Caert o2�OO• as
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Clerk
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GARFIELD COUNTY BUILDING PERMIT APPLICATION
GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO
72;frFPHONE: (970) 4434212 (,, INSPECTION LINE: (970) 945-9159
Applicant to -complete numbered spaces only. PERMIT NO. "206.0 PARCEL/SCHEDULE NO.
JOB ADDRESS:
J0
C —. L.)0 2(6 35
LOT NO.v
'CT 4BLOCK NO. a-
SUBDIVISION/EXEMPTION
Green Subdivision
2
Ove David Small
AAO*1u RarMITS, G) 81635
3
CONTRACTOR
Owner
N/A
,F85=7i81
N/A
W"74same
U No: N/A
4
5
6
7
8
AiarrimuNacen Jeff S. Simonson
Schmuesser Gordon Mey r °Rg°
861+ s r upper
14 PT. w.wonro
I Or WRDDq
864 sf lower1728 to ,wrr.crLar
Residential Storage
DRICIRSI WORE
118
nwow.o brim t8 5 . sst
,cb 3160
Gle
22,525 SF
m945-1004
MORT 20'
14
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CLAPP OF WOOL
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CARPORT. GIN=
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aa4 aes semA E DIIIPORAL isa-na, N /A
"R't"" Attached
VALUATION OP rrouc I
l7°X'7. oc) 37(
ADA/rm VALUATION:. Re:, 3 . CV
NOTICE
A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF
COLORADO.
TICS PERMITBECOMFS NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED
IS NOT COMMENCED WITHIN ISO DAYS, OR IF CONSTRUCTION OR WORK IS
SUSPENDED OR ABANDONED FORA PE IUOD OF HO DAYS AT ANY TIME AFTER WORK
IS COMMENCED.
1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND
F. -NOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
OOVT'RNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT_ THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE
AUTHORITY TO VIOLATE. OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR
J.00AI. LAW REGI, TTNO ONSTRUC[ION OR THE PERFORMANCE OF
CONS
PLAN CITE FoE:
PERMIT FEE:
3CY9L
TOTAL FEE:
OCC: GROUP:
DATE PERMIT ISSUED:
CONST: TYPE:
SMACKS:
ISDS NO. Jr FEE:
ACIREEMENT
PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND:OR THE AGENT OF THE CONTEAC[OIt OR OWNER TO CONSTRUCT THE STRUCTURE A`
DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT.
N CONSIDERATION OF THE ISSUANCE OF TH1s PERMIT', THE SIGNER HEREBY AGREES TO COMPLY WIL%I ALL BUB -DIG CODES AND AN) USE REGULATIONS ADOP'OEZI DV
UARFLELD COUNTY PURSUANT TO ALTHORII'y GIVEN IN 30.23.201 CRS AS AMENDED. Iii SIGNER FURTHER AGREES THAT IF 714E ABOVE SAID ORDLNANCES ARE NOT FLIT
C(*O'LIF.D WT111 IN TICE LOCATION ERECTION. CONSTRUCTION AND USE OF TIE ABOVE DESCRIBED ST IXTU E ITS PERMIT MAY THEN BE REVOKED BY NOTICE FROM Tiff
COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID.
THE. ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILD/NG OFFICIAL FROM THEREAFTER REQI'lRI rO THE
CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS ANT) OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN LN VIOLATION
OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JL:PISDICTTON. _1
THE REVIEW OFIHE SUBMITIFA PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER [X)ES NOT CONSTTI'UTE AN ACCEPTANCE OF ANY RESPONSIBILITIES
ORL:ABIL[ITES BY GARRET") COUNTY FOR ERRORS. OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND DAPLESMNTATTON DURING CONSTRUCTION
PWS 8 TMALLY ATM THE ARCHITECT. DESIGNER. BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND TN SUPPORT OF THE OWNERS RQTFREST.
isrform.av3 1 IIFRRFBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND DIE AGREEMENT ABOVE. INITIAL
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The following items are required by Garfield County for a final inspection:
1. A final Electrical Inspection from the Colorado State Electrical Inspector.
2. Permanent address assigned by the Garfield County Building Department posted where
readily visible from access road.
3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows
installed, a complete kitchen with cabinets, a sink with hot & cold running water, kitchen
floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary
plumbing.
4. A complete bathroom, with wash bowl, tub or shower, toilet stool, hot & cold running, water,
floors and walls finished an a privacy door.
5. All steps outside or inside over three (3) steps must have handrails, guardrails on balconies
or decks over 30" high constructed to all 1994 UBC requirements.
6. Outside grading done to where water will detour away from the building.
7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of
extenuating circumstances, i.e., weather, but a Certificate of Occupancy will not be issued
until all the required items are completed and a final inspection made.
A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE
ITEMS HAVE BEEN COMPLETED.
****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY
(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
Certificate of Occupancy for the dwelling under building permit # 10 (o 0
Signature
prmtcond.lst
Date
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OWNER
,dekBUILDING PERMIT APPLICATIOI`,i
GARFIELD COUNTY, COLORADO E:7
aces on! . PERMIT NO. PARCEL/SCHED NO.
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ADDRESS
CONTRACTOR
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ADDRESS
SUBDIVISION
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ARCHITECT OR DESIGNER
ENGINEER
$ F OF BUILDING
ADOREss -/ j eje
ADDRESS
SFOFLOI Z 2-7&D
7 USE OF BUILDING d
8 CLASS Of WORK' NEW ADDITION nALTERATION 11 REPAIR nMOVE nREMOVE
9 DESCRIoE WORK'
us-
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11I1245 ?g� LICENSE NO.
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LICENSE NO
LICENSE NO
NO OF FLOOR
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10 GARAGE SINGLE DOUBIE CAIIPORI SINGLE IX)IJBLE
DRIVEWAY PERMIT ON SITE SEWAGE DISPOSAL PERMIT Si1F. P1 AN
11
VALUATION OF WORK, $
ADJUSTED VA
ss , s.e
SPECIAL CONDITIONS:
(iS 1G� t- 0 Nk1kn�t 4 0 Lt 1 13.1$
NOTICE 113,1
,3
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEA IING,
VENTILATING OR AIR CONDITIONING.
THIS PERMIT BECOMES NULL AND VOID IF WORK 011 CONSTRUCTION AUTIIORIZED IS
NOT COMMENCED WITHIN 160 DAYS. OR IF CONSTRUCTION OR WORK IS SUSPENDED
OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS
COMMENCED.
1 HEREBY CERTIFY TI IAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW
THE SAME 10 BE TRUE AND CORRECT, ALL PROVISIONS OF LAWS AND ORDINANCES FIRE DEPT
GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WIIII WI 1E1 1ER SPECIFIED
HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE SOIL REPORT
AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OILIER STATE 011
LOCAL LAW REGULATING CONSTRUCTION OR TIME PERFORMANCE OF SETBACKS
CONSTRUCTION.
r. s
PERMIT FEE /rignm
DATE PERMIT ISSI JED
USE OF BUILDINGS NOW ON
PARCEL ' Nd
CONST, TYPE
SPECIAL APPROVALS
ZONING
I IEALTI1 DEPT
NOT REOLRREO
Date "z0-��
• •; , Contra •./ji.riaad Ligon! having read and understood nolle, above.
Planning Department ApprovalIdala
FLOOD I (AZAR
MANUF I TOME
011IER
AGREEMENT
PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR
CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMI"
aadA+ Boto
ER TO
NT
D USE
tTHER
SE OF
ERE IT
:VENTING BUILDING
GULATION OF THIS
DT CONSTITUTE AN
CREPANCIES. THE
:HUTECT, DESIGNER,
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(970) 945-1004
FAX (970) 945-5948
ENGINEERS
SGURVEYORS
GM
SCHMUESER
GORDON MEYER
118 West 6th, Suite 200
Glenwood Springs, CO 81601
December 15, 1998
Mr. David Small
10 Spruce Court
Parachute CO 81635
RE: The Small Storage Building
Parachute, Colorado
Dear David:
Please let this letter serve as a report discussing the results of our field investigation and
analysis of your storage building located in Parachute, Colorado. You will find attached to this
report building plans and elevations which both reflect the existing building as constructed and
also reflects areas of suggested modifications to the structure to meet minimum design
loading requirements of the Uniform Building Code.
EXISTING CONDITIONS
As of December 11, 1998, we noted the following with regards to the existing building
construction:
1. The building is a two-story, wood -framed structure built on a slab on grade
foundation.
2. The building is constructed of 2 x 6 exterior stud walls with studs being spaced
at 16" on center.
3. The upper floor in the building is framed at 2 x 8 joists spaced at 16" on center.
Mid -span blocking is provided for the joists.
4. Anchor bolts have been provided in the foundation tying the 2 x 6 stud walls
to the slab on grade foundation. Anchor bolts are '/2 " diameter spaced at 48"
on center.
5. Three-quarter inch oriented strand board decking has been provided as the deck
structure spanning between the 2 x 8 joists for the upper floor.
6. The upper floor is supported with a post/beam construction at mid -span. The
beam consists of a 2 -ply 2 x 8 with 3/4" OSB center strip construction. The
beam is supported by two posts (of same construction) and a stud pack in a
perpendicular partition wall below.
7. Floor joists are framed to the beam using face mount hangers. At the edges,
the floor joists are attached to a 2 x 8 ledger using face mount hangers. The
ledger is attached to the stud walls in a balloon frame using two 16D nails per
stud in the attachment from the ledger to the stud wall.
CA 026- on rice deems
December 15, 1998
Mr. David Small
Page 2
8. All window and door headers are constructed of a 2 -ply, 2 x 8 construction.
9. The exterior deck is constructed of 2 x 6 joists spaced at 16" on center.
10. Deck joists are supported by a ledger at the face of the building and a 2 -ply, 2
x 6 beam supported by 4 x 4 posts.
11. The eaves and rake overhangs have a 2 -foot dimension.
12. A metal roof is provided over a '/x" oriented strand board (OSD) deck over 2 x
10 rafters spaced at 24" on center. Rafters are attached to the exterior stud
walls with Simpson Hurricane clips.
13. Shear panels (plywood) have been provided at mid -length of the building and
at each corner of the building.
14. The east porch roof consists of 2 x 4 rafters spanning 10 feet and spaced at
16" on center. A 24" eave has been provided. Rafters are framed to the
building with a ledger. Rafters are supported at the east end using a 2 -ply 2 x
6 construction with a %Y " OSB center strip. The beam is supported by 4 x 4
posts at 10' on center.
15. Drainage conditions around the building are poor, as this item of construction
has yet to be completed.
16. The foundation is reinforced concrete with a thickened edge. The thickened
edge is 18" deep and consists of reinforcement being two #5 bars continuous
around the perimeter.
17. The building is to be completed with 8" cedar lap siding.
Regarding our analysis for the building, please note the following:
1. The roof rafters are 2 x 10 spaced at 24" on center. When evaluating the roof
iiveload of 40 lbs/SF, these rafters are stressed to 97.3% of their capacity.
This obviously assumes that the observed materials used in the construction of
the rafters is #2 Doug Fir Larch.
2. The floor joists are 2 x 8's spaced at 16" on center. In evaluating the floor joist
against a 40 lbs/SF iiveload, the floor joists are stressed to 81.9% of their
capacity. Their ultimate iiveload capacity for the floor joist is 51.9 lbs/SF.
3. The ridge beam supporting the roof rafters at mid -span is constructed of what
initially appears to be a 4 -ply 2 x 8 construction. However, closer review of the
detail effectively limits the ridge beam to a 2 -ply 2 x 8 construction. This is
SCHMUESER GORDON MEYER, INC
December 15, 1998
Mr. David Small
Page 3
because the exterior laminations of the 4 -ply construction is interrupted by the
rafter attachment itself and the exterior members serve more as blocking than
as a vertical load carrying member. Given the 2 -ply effective construction, the
ridge beam is stressed to 265% of its capacity. Thus, the ridge beam needs
to be upsized for the current spans. To accommodate the current spans,
adding a minimum of 2 -ply 2 x 10 construction to the existing construction will
be necessary.
4. The floor joists are supported by mid -span by a 2 -ply 2 x 8 floor beam with a
3/4" plywood strip sandwiched between the 2 x 8's. Based upon a 40 lbs/SF
liveload, the floor support beam is stressed to 212% of its capacity. This beam
will also need to be upsized for the current spans. To upsize for these current
spans, an addition of a 3 -ply 2 x 10 construction needs to be added.
5. The porch roof consists of 2 x 4's spaced at 16' on center. Given the span
condition for the porch roof, the 2 x 4's are stressed to 222% of their capacity.
To address this deficient capacity, one would need to sister a 2 x 6 rafter to
each of the 2 x 4 rafters to make up the deficiency. On their east end, the
rafters for the porch roof are supported currently by 2 -ply 2 x 6 construction
with a Y2" plywood strip sandwiched between the 2 x 6's. This current
configuration is stressed to 284% of capacity, against a 40 lbs/SF liveload.
Therefore, this member also needs to be upsized. The upsizing of this member
will need to be accommodated with a minimum 2 -ply 2 x 10 construction.
7. The deck joist located on the west end of the building are constructed of 2 x
6's at 16" on center. Against a 40 lbs/SF liveload, the deck joists are stressed
to 66.1 % of capacity. The deck support beams are constructed of a 2 -ply 2
x 6 construction. Given the spans provided with the deck support beams,
these beams are stressed to 98.9% capacity against the 40 lbs/SF liveload.
8. The window/door headers have, in their worst case, a six-foot span. Given this
span condition and the 2 -ply 2 x 8 construction observed, the window/door
headers are stressed to 85.2% of their capacity.
9. The garage door header is constructed with an eight -foot span. Also, this
garage door header is constructed of the 2 -ply 2 x 8 construction. Given this
construction and span condition, the garage door header is stressed to 151%
of its capacity. Therefore, the garage door header will need to be upsized
accordingly. To upsize the garage header, we would recommend that a 2 -ply
2 x 6 plate, laid flat across the top of the existing header be provided. This
construction must be glued and nailed to the top of the existing header.
10. In evaluating the foundation for the structure, it appears that (based upon
photos presented) the thickened edge also has a 12" to 16" bottom width.
Given this configuration and Iiveloads being 40 lbs/SF and the floor being 40
SCHMUESER GORDON MEYER, INC.
December 15, 1998
Mr. David Small
Page 4
lbs/SF, the amount of pressure delivered to the existing soils is approximately
850 lbs/SF under the 16" width sections, while it climbs to 1 100 lbs/SF under
the 12" width sections. It has been our experience in the past that, typically,
silty clay soils such as were observed on site, an allowable soil bearing pressure
would be on the order of 1500 to 2000 lbs/SF. The total delivery pressure
above does not appear excessive for the on-site soils observed.
One concern noted, however, is the fact that poor drainage has been identified on the site and
the existence of a foundation which does not extend below frost levels. In these conditions,
particularly with a shallow foundation system, it is paramount that adequate site drainage be
provided. Under the existing configuration, we would anticipate that water could be trapped
on the north side of the residence and during freeze/thaw periods throughout the year,
foundation soils under the thickened edge would be subjected to frost heaving. This would
have a dramatic negative effect upon the finish work, once completed, for the building.
We would recommend that foundation insulation be provided for the building around the
perimeter. The foundation insulation should consist of 2" blue board rigid insulation extending
a minimum of four feet from the face of the foundation horizontally. Drainage should be
maintained away from the building such that a minimum of 6" in fall in five feet is obtained.
Once the drainage away from the building has been established, we would recommend that
inlets and subsurface piping be provided such that water (particularly on the north side of the
building) is collected and discharged away from the building (to the south side). The concept
with a shallow frost protected footing is only effective given the provision of protecting the
soils from freezing and, also, assuring that surface water does not inundate the bearing soils.
As you can tell from the review of the body of this report, we have addressed this building
from a structural standpoint. Other issues related to the Uniform Building Code, such as
adequate ingress/egress, ventilation, lighting, finishes, etc., are typically reviewed by the
Garfield County Building Department and, once the Building Department obtains the attached
plans for review, they will accordingly be able to review and comment on these various
issues.
I hope this information serves its intended purpose. If you have any questions or comments,
please don't hesitate to call.
Sincerely,
SCH
J
ORDON MEYER, INC.
imonson, P.E.
JSS:Iec/ 8153A
SCHMUESER GORDON MEYER, INC
INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
24 HOURS NOTICE REQUIRED FORINSPECTIONS
HOURS REQUIRED INSPECTIONS
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
Date Issued.. . . ai( ...Zoned Area Permit No 70 d
AGREEMENT
In consideration of the issuance of this permit, the applicant hereby agrees to comply with all
laws and regulations related to the zoning, location; construction and erection of the proposed
structure 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 revolted by notice from the County Building
Inspector and IMMEDIATELY BECOME NULL AND VOID.
Use �--�
Address or Legal Desirrip
Own
Contractor
Setbacks Front Side Side Rear
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing
Foundation %1 1
Underground Plumbing E ` JT rr i Jm_
Rough Plumbing lartialliMMEMIll
Chimney & Vent MJ !}lM_ t' , St j e Ins i ector)
Gas Piping INI=SMI FinalAffigibiallilalli
Electric Ron h (B State I i!f 'tor) Septic F' arad�,
Framing q jIINotes: Jr f ,o r u
(To include Roof in place a indows
and Doors installed). Ai _i 1 la
ALL LISTED ITEMS MUST BE INS' CTED AND APPROVE ► BEFORE CO ERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
Phone 945-9159 109 8th Street County Courthouse Glenwood Springs, Colorado.
APPROVED DO NOT DESTROY THIS CARD
Date
d(0
By____-�-
LACED OUTSI E -COVE
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