HomeMy WebLinkAboutApplication- PermitJob Address
No. 5671
45-S4 3 /1Z46
GARIJELL) COUNTY
BUILDING, SANITATION and PLANNING DEPARTMENT
109 81h &roct Suite 303
Gkr wood Springx, Colorado 81601
(303)945-8212
1857 County Road 109, Teller Springs, Glenwood Springs
Natureof Work Building Permit
Use of Building 2nd Story Addition over garage
Owner Rodney Vogt
Contractor Owner
Amount ofPermil $ 415.80 Date September 15, 1995
Permit: 252.00
Plan : 163.80
Paid $210.00 9-1-95
S. Archuleta
Clerk
BUILDING PERMIT APPLICATION
GARFIELD COUNTY, COLORADO
6.eplicantto complete numbered spaces only. PER IT NO. 7/ PARCEUSCHED NO.
JOB ADDRESS
1
2
3
4
5
6
7
8
LEGAL
DESCR. /
OWNER r k", 1 t� ^(
CONTRACTOR
LOT NO.
ARCHITECT OR DESIGNER
ENGINEER
S,F OF BUILDING
USE OF BUILDING
BLOCK
SUBDIVISION
T.trek'
r - r
L
ADDRESS 4 Cc.) Ty Q
ADDRESS
ADDRESS
ADDRESS
S.F OF LOT
CLASS OF WORK: ❑ NEW pA111.15rTION ['ALTERATION ❑ REPAIR ❑ MOVE o REMOVE
PH9)1 F fi0V
PH,
PH.
PH.
HEIGHT
WK. PH- 91 —gKoF
LICENSE NO.
LICENSE NO.
LICENSE NO.
NO. OF FLOORS
9
10
DESCRIBE WORK:
4 '1E `• I % G Lt 0 L ? Lt G~ f (G G L
GARAGE SINGLE DOUBLE
CARPORT SINGLE DOUBLE
h 42, L 5 7'`m a v.,7 �.
11
DRIVEWAY PERMIT
ON SITE SEWAGE DISPOSAL PERMIT
e.r
VALUATION Or WORK: $�(y-6� ~ ADJUSTED VAL.$2,r.
SPECIAL CONDITIONS:
SITE PLAN y
PLAN CHECK FE�, /63 22
SCHOOL IMPACT FEE
'1 °A
TOTAL FEE 4147:c
PERMIT FEE .,,5-2
NO, OF BUILDINGS ON
PARCEL
USE OF BUILDINGS NOW ON
PARCEL
OCC, GR.
NOTICE
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL PLUMBING, HEATING,
VENTILATING OR AIR CONDITIONING.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS
NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK iS SUSPENDED
QR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 15
COMMENCED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW
THE SAME TO BE TRUE AND CORRECT, ALL PROVISIONS OF LAWS AND ORDINANCES
GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE
ITY TO VIOLATE 0, CANCEL THE PROVISIONS OF ANY OTHER STATE OR
LAW REGUTRUCTION OR THE PERFORMANCE OF
TIO
ner, Contractor or authorized agent IteGi r • . understood flaying above.
B¢ildfng Department Approval S arming Deparlme .AppFovalldate
WATER SUPPLY
SPECIAL APPROVALS
CONST. TYPE
DATE PERMIT ISSUED 9".--/S:--
SPECIAL
"•_,'
REOUIREO
RECEIVED
NOT REQUIRED
ZONING
HEALTH DEPT.
FIRE DEPT.
SOIL REPORT
SETBACKS
FLOOD HAZARD
MANUF.HOME
OTHER
AGREEMENT
PERMISSION 15 HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO
CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT
IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE
REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER
AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF
THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE 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 BUILDING OFF CIAL FROM
THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTINILDING
OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION F THIS
JURISDICTION.
THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN
ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE
RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER,
BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST.
Garform.003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE 1 IIIA
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Mr. Wayne Rudd
August 29, 1994
Page 2
ITEM 4: Wails are indicated as 8" CMU with #4 vertical spaced 24" on center.
Conclusion
This is acceptable at the main level and upper level walls, with rebar placed at the
center of the block thickness. Grout at rebar only. See General Notes for material
requirements, bond beams, and horizontal joint reinforcing. Allowable masonry stress
values are defined by General Notes, and are considered full value by inspection.
The CMU wall at the lower level must resist lateral earth pressures. Provide 2- #4
vertical spaced 24" on center. Also critical is placement of this vertical rebar not less
than 5" from the exterior face of 8" CMU. Dowel matching rebar to footing.
ITEM 5: Floor joists are indicated as 1 8" steel bar joists, spaced 36" on center. These joists
are salvaged from the roof structure of an Aspen Airport Hanger (See General Notes
for discussion).
Conclusion
Since calculations and engineers stamp are not available, spacing is recommended based
on a perceived original design total load capacity of 60 PSF. The Owner must accept
responsibility of joists performance based on successful historical performance only.
Previous winters have undoubtedly exceeded this Toad capacity. Place floor joists at
32" on center.
ITEM 6: Floor decking is indicated as 1 1 /2" form deck with 2" concrete topping.
Conclusion
Based on Vercor form deck, either deep or shallow deck is acceptable. See general
Notes.
ITEM 7: The exterior Deck structure is indicated as 18" steel bar joists, form deck with 2"
concrete topping over. Support beams are indicated as W6x12.
Conclusion
See Item 5 for joist discussion. Due to the higher snow load, space these joists at 18"
on center, or less. the support beams shall be increased to W8x1 5 or W10x1 5.
ITEM 8: Roof joists are indicated as 18" steel bar joists spaced 24" on center. A 15 PSF stone
ballast is indicated over the steel deck (no concrete topping).
Conclusion
These joist a
re acceptable spaced 24" on center (see discussion Item 5). If concrete topping is used,
place joists at 1 6" on center.
guard min
Auguat 2q t' r4
FAC 5
-J;, THE GOIkCI ,CT STRUCIVRAL DRAAINC-tea AND 5PEOIFICATIONS
REFFESENT THE FIt41 STIRLX-TI,RE, THEY ISO NOT INP1GATE T'r
METi-rop of coNSTRL/alioN. THE CONTRACTOR CT ,ALL FROVIE25 ALL
MEAV.IKE4k NECE55ARY TO FRarscT MIE STRUCTURE DURING
CONSTRUCTION_ SUCH MEAS SHALL Il`IC . aUT NaT BE 1 1MITEi
TO, BRAc4N6, SHORING FOR LOADS DUE TO C N.STRUGTDON [ I ENT,
FTG. OBSatVATICI.4 V15I75 TO THE SITE BY The STRLIGILRAL 8,46twaER
+DALE NOT INCLUDE INSPECTION OF THE ABOVE ITEt45 NOR ?LICE. THE
STRUCTURAL ENKSNEER BE 1 ONNISLE FCR T} -IE CONTRACTOK5
1.4E445, MEf4-fODS.-reckimat . SErs2.5ENCIM, FOR PROOS:VI E OF
CONSTRUCTION, OR THE SAFETY PREC,AuTION5 ANL) THE PROS
INC.1D94T THERETO.
K. STEEL DECkJ1+W6
FORM ICK SHALL SE WW nme ofz 6REATaz, 26 44,,ade 6A1.2VANIZEM
STEEL. id Ti -i i@UMiaMi YIELD STF..s OF 35 [�51 1^1r1-1 MINIMUM
5 4 IN.S AKP I = 0.015 IN_` PER. FOOL CP ]^Ili'S'i-I_ r .K SHALL BE
ERECTED. IN ACGC RDANGE YMLTI-f M/ NDFAGTL1 'S RECOMMENDATIONS
A5 2 SPM MI?4 UM ,AND 5R LL BE ATTACI-i I U5[N6 ThE F LL 1IN6
1•4ININIUM ,a.TTACi-IMENlT5:
WIELD VECK TO SUPPORT1N6 MEMBERS W'4114 4-1//" 171.4M 5 OR 3f5"
X 3/4" i''1D17UI..E re..p5 »tieET AT ENDS, END LAPS AND AT
JNTERMEPIATE V'PCaRTS, AND AT 20" Oam_ AT PERIM.Li t BEAMS A I7
OP 4N6 E126M R1NNiNr_v PARAL.EL TO THE DSK. SIZE SEA-!
ATTR 44Ha4-r Si,iALL BE BUTTON PUNS AT 20" U.G. ALL leNELPIN6
SHALL BE PBTZFORMED BY AELDERS EXPERlENCET7 II+I LJ 6,468
STEEL. DE,k i+ K.
L STEEL. JC1975
IT 15 AMIE ALL .1015T5 12E VESI6N D ,SND PABIRICATE IN
ACCQRP,ANGE NM PREVIOUS EDIT10N OF TE -Ii= "STANDA Z?
PLANS Si FICAT10N5" OF THE ST LJOIST ST 1t� STM. E
. SI5T5 INDIGATi=D ON AIDE BASED ON 5ALf f"6ED ROOF
STi UGTIJRE OF A:PEN AIRPORT 1-EANcSER. THE J015T MANUFACTURER
1:31(€,N AND CALCULATIONS ARE R TTDLY NOT AVAILABLE_ NEA
APPLICATION LAY cur I9 BALED, ON ASSUME!,. PREVIOUS DESIGN TOTAL
LOAD C PACIT1" CF bO F. OVI'[I3 ACCIPTS RESPONSIBILITY OF
i FQ 4, NCE FOR F. THIS Sok-MakeSe, MATERIAL, BASe, ON R
`�f' JC.,.L JL I-EISTORIC.TAL FERFCR2AANGE ONLY.
PROVIDE ERIS761NG A+5 REGUIREL2, PER 541 5PEC.IF1CA'TiON5. ACRE
JOISTS SHOE MARIN& LIEN6n4 15 NOT L THAN N 3". Y+iELD TO
PLAr3M fr6 PER "STM* ARD SPECIF GAT1CN3" CP THE STML JOIST
INS11TEiTE. -
94511 5NI
PEIGHTAL GUY ENGINEERS
CONSULTING STRUCTURAL ENGINEERS
August 29, 1994
Mr. Wayne Rudd
Rudd Construction Inc.
0132 Park Avenue
Basalt, Colorado 81621
RE: Rudd Cabin
Dear Wayne:
At your request I have reviewed your permit set drawings received 7-21-94, for the above
referenced project. At your request, this letter provides limited review of components for
structural performance. The intent of this report is to submit my findings, and present
recommendations to remedy any areas found to be of concem. Intent of my review is to help
answer building department questions for permit issue. Design responsibility is limited to only
that addressed by this report. General Notes are attached for design loads and material
specification.
ITEM 1: Design criteria
A. Site is understood to be 2 1/4 miles south of Glenwood Canyon power plant. This is
believed to be at about 9200 foot elevation. See General Notes for design loads.
B. Lateral soil pressure is assumed to be equivalent fluid load of 40 PCF.
ITEM 2: Concrete spread footings are indicated by drawings to be 24" x 8".
Conclusion
Based on an allowable soil pressure of 2000 PSF (See General Notes), a footing size of
30" x 8" with 3-#5 longitudinal is required at the east and west walls. The north and
south walls can be 16" x 8" with 2-#5 longitudinal. If the indicated 24" x 8" footing
size is used, an allowable soil pressure of 2400 PSF is required. A soils engineer
should be consulted to be site specific.
ITEM 3: Two pier pads are indicated as 2'-6 x 2'-6 x 1'-0 with 4 - #t4 each way. Two deck
piers at these pads are indicated as 1 2" x 1 2" CMU.
Conclusion
These pads are acceptable. Provide 4- #4 vertical at each pier. Dowel to the pads
with same rebar.
23280 STATE HIGHWAY 82 P.O. BOX 1640
BASALT, COLORADO 81621 (303) 927-9510
Mr. Wayne Rudd
August 29, 1994
Page 3
ITEM 9: It is interpreted from the mentioned drawings, that the window wall at the south end is
frame construction, not CMU. This wall is not Toad bearing, therefore no structural
bond beams are needed.
Please call with any questions.
Sincerely,
Stephen K. Peightal, PE
PEIGHTAL GUY ENGINEERS
SKF/Iw
94591 L1
Enclosure
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GARFIELD COUNTY
Building and Planning.
AGREEMENT REGARDING CERTIFICATE OF OCCUPANCY
WHEREAS, Rodney Vagt(hereinafter "Owner") has applied for. a
Certificate of Occupancy for a house located at 1857 CR 109 near
Glenwood Springs, Garfield County, Colorado under permit No. 5671
issued September 15, 1995 and,
WHEREAS,,, the following items have been determined to be
apparent defects or deficiencies with the application which
encumber the issuance of a Certificate of Occupancy until they
have been resolved pursuant to codes, adopted by Garfield County
and approved by the Garfield County Chief Building Official:
Deficiency #1 - Drywall/firestop above boiler and water heater in
garage has -not been Completed.
Deficiency #2 - Permanent deck supports and deck guardrails have
not been installed.
Deficiency #3 --Interior doors have not been installed.'
Deficiency #4 - Installation of gas line and flue pipe .venting
for heat. boiler is not complete
and,
.WHEREAS, the Owner is willing to make certain assurances
and agreements relating to these'identified code deficiencies and
on the basis of such assurances the County is willing to issue a
Certificate of Occupancy.
NOW, THEREFORE, it is agreed as follows:
A. The Owner agrees to do the following:
Deficiency No. 1.ACTION REQUIRED OF THE OWNER: Properly complete
the installation of the, drywall frestop above boiler and water
heater in garage, including.taping and sealing of the seams.
Complete this work in accordance with all applicable UBC
requirements.
Deficiency No. 2.ACTION REQUIRED OF THE OWNER: Properly install
permanent deck supports and deck guardrails in accordance with
all applicable. UBC requirements. No portion of the deck
guardrails will allow a 4" sphere to pass through_.
Deficiency No.. 3.ACTION REQUIRED OF THE OWNER: Properly install
all interior doors.
Deficiency No. 4.ACTION REQUIRED OF THE OWNER: Properly complete
the - installation of gas line and flue pipe venting for heat
boiler in accordance with all applicable Uniform Plumbing Code
and Uniform Mechanical Code requirements.
Rodney Vogt - Continued
109 8th Street, Suite 303
945-8212/285-7972 Glenwood Springs, Colorado 81601
Rodney Vogt Page Two
FURTHER ACTION REQUIRED OF THE OWNER:
By
The Owner will complete all.work desckibed herein and
request inspection of all work by the Garfield .County
Building Department. All work shall. be completed in
compliance with the stated provisions of the codes
currently adopted by Garfield County in a manner that
will enable approval of all wbrk. All work,
inspections and approval of work shall be completed by
no later than Friday August 30, 1996. •
B. In the event the Owner fails to perform as agreed on any
of the above, the County may revoke any permits which may
have been granted to the Owner. The. County may require the
habitation. and occupancy of the house ,cease immediately.
C. This agreement is binding upon the heirs, successors in
title, and assigns of the parties.
Rodney Vogt
Date:
County of Garfield, Colorado
By:
Don Owens,
Chief Building Official
Date:
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