HomeMy WebLinkAboutPERMIT 584 Audubon St Single Family Dwelling 1997-08-2020
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TOWN OF ESTES PARK
Building Department
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BUILDING ADDRESS
Legal Description
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NAME
MAILING ADDRESS e"
PHONE NUMBER
1'71
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Valuation
Building Permit
& Plan Review
Other
/ 884 7(
a At e,
Certificate of Occupancy
Total
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ADDRESS
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NAME
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R PHONE NUMBER
E NAME
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ADDRESS
Iv 74 "'a EEcDc
TOWN LICENSE NO.
Arch/Designer/Engineer
TOWN LICENSE NO,
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NAME PeA i 'f�9 E
ADDRESS
Name
Address
twaiiimm
Phone Number
ZONING INFORMATION
B. R.
TOWN LICENSE NO.
Type of Construction FR, II FR, II 1-Hr.,
Zoning District
BUREAU OF THE CENSUS ITEM #
0
Front Yard Setback
N, III 1-Hr, III N, IV HT, V 1-Hr.,
Side Yard Setback
cupancy Group A„ E, F, H„
R, S, U
DIvltJn 1, 2, 2.1, 4 5, 6 7
Rear Yard Setback
CLASS OF WORK
FLOOD PLAIN CHECK
New
Demolish
Approved fr Disapproved
Alteration
Repair
Comments Flood Zone:
.Addition
Use of Building
Floor Area Basement
Remove
Figew (
et 2nd 2nd Garage 4 Li 3
Size of Building
Maximum Occupancy
Number of Families
Number of Baths 5/4 Full
Number of Floors
No, Bedrooms
Size of Lots
Number of Buildings
Now on Lot
Date
I hereby acknowledge that I have read this application and state that
the above is correct and agree to comply with all Town Ordinances ano
State Laws, regulating building construction and zoning,
Permittee
Use of Buildings
Now on Lot
By
Buildin
Inspector
CertificateCertifloato af Occupancy Number
The Building Department will make every effort to prevent errors in
your application and permit, but cannot be responsible for your failure
to comply with all Building, Zoning and other applicable codes.
r,„
F ES
S PARK
BUILDING DEPARTMENT
NO.
CERTIFICATE OF OCCUPANCY
This is to certify that the
Estes Park, Colo ado 80517
ERECTED ON Lot No.
Addition
Street
Block No.
Mailing Address ,
Architect ' I I Contractor
Building Permit No,
Zoning Occ. Gr.
has been inspected and the following occupancy thereof is hereby
authorized.:
Occupancies
Basement
lst Floor
2nd Floor
Roo
Maximum Allowable
Floor Loads, Lbs.
Per Sq. Ft.
Date
Building Inspector
P 0 Box 1200 Tcde hone (303) 586-5331
-1-c"
CONTI
CTOR
RACTOR BUSINESS LICENFAFFIDAVIT 10-9E
Applicant Name:Juct.5 e tmci
Business Name:
Mailing Address:
Jo to 1 1-L. C.
C R A -1.37-7-K1
Phone Number:
Address, of Project : 4.4,(1 b0,11
Type of
ry (AA t- 71) C,
Below, and, on reverse side, list all contractors/subcontractors, who performe
work/services for the above project, providing business name, contact name, complete
address, and current Town of Estes Park Business License Number, if known.
Project:
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I certify that this Affidavit representsa complete, list of contractors/ subcontractors
chat provided work/services on the project described above, and I understand that Final
inspection or Certificate of Occupancy will not be issued until all
contractors/subcontractors listed above have acquired a current. Town of Estes Park
Business License.
Applicant's Signature:
Date:
Tnitialed by: Town Clerk:
Date:
Building Official.
D---
BUILDING PERMIT APPLICATION
FOR NEW CONSTRUCTION OR MODEL
Cusnamen fleasrr complete area arbove red line and .;ard:ard it to f..31„di Offi odd.
OWNER 1 (7.PHONE .DATE
Mailin.g Address t. 1:-.1„Tht,,(4,1c
BUILDING ADDRESS/JOB SITE -37 (4C-1 tA,
Lot ,Block Sub (rcac.)
GENERAL CONTRACTOR C heedCb....kaL L'a PH' NE :S. 7,3L(p
Mailing Address LICENSE #.„. 67(i''
DESCRIPTION OF WORK y
VALUATION:
.PUBLIC WO DEPARTMENT
ENGINEERING/STREET CUTS
Remarks
WATER DEPARTMENT
Remarks
LIGHT& P_OW DEP TMENT
Remarks
Approved
Parcel # .3 5 5 -5 a ;U:),
,t,'"e 4'417-
AMOUNT DUE
Approved
AMOUNT DUE -3,7-15
Approved
go
AMOUNT DUE
COMMUNITY DEVELO DEPT. AMOUNT DUE -2- (1 7
Remarks
Approved
TOTAL DUE Cr,
4. COUNTY HEALLTII DEPARIMENT
Remarks
Approved
5. UPPER 1110i 1SON OR ESTES P
Remarks
Approved
_ITATIOLY DISTRICT
DATE
In / Out
6. „TOIVIKEL
Prior to the issuance ofany Final Inspection or Certificate of Occupancy: (I ) the owner or general contractor shall provide the Town with
an affidavit listing all contractors who provided labor for construction, repair, and/or remodeling, and (2) all contractors listed on this.
Affidavit shall obtain a Business License. Building \ applicatwpd \May 12,. 1997)
BUILDING E
3 5 00A
TOWN OF ESTES P
T PLICATI N
UTING SLIP
0 ER !A
Mailing Address JJJJJ
BUILDING ADDRESS/JOB SITE
LOT .2., BLOCK SUB (710a LL ; c tiL-,q1) LOT SIZE
GENERAL CONTRACTOR (.401-1, Crkjtit.J.-t, -1_._c_ PRONE
PHONE
DATE
Mailing Address t L1 i OCC.# 5 C2.
ELECTRICAL CONTRACTOR
Mailing Address
PL :ER
Mailing Address
occ # '
occ.#
DESIGNER PHONE OCC.#
TYPE OF HEAT: Gas Electric Other JOB VALUATION
DESCRIPTION OF WORK
PUBLIC WORKS DEPARTMENT
ENGINEERING
Remarks pRevE,.)
Approved
WATER DEPT.
Remarks
Date
FINANCE - Water Fees Paid - Yes
(;c1.5
2. LIGHT & POWER DEPARTMENT
Remarks
Approved
Approved
3. COMMUNITY DEVELOPMENT DEPT.
Remarks
Approved ji„,
4. URBAN REN WALA
Remarks
-)7" c4.)
7
No ( )
Date
Approved Date
5. COUNTY HEALTH DEPARTMENT
Remarks
Approved Date
6. UPPER THOMPSON
Remarks (,,,(1,(
or.,E0TE-S/010M-SANITATION DISTRICT
(1/4,1
)
Approved 7,,e/,_,
7. TOWN CLERK
Remarks
Date
Approved Date
IrP• 62•,,y
CONTRACTOR/SUBCONTRACTOR BUSINESS
CENSE AFFIDAVIT 10-95
Acclicant
Name: NN.I.JC -1
Business Name:
Mailing Address:
Phone Number:
fI). )(::(
AidrsS of Project:
Type of Project:
11- /9 tA
Fa TB CA -A t ta)(:-/
Below, and on reverse side, list all contractors/subcontractors, who _erformeci
work/services for the above project, providing business name, contact name, complete
address, and current Town of Estes Park Business License Number, if known.
,
!—._ _ '4046.
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I certify chat this Affidavit represents a complete list of contractors/ subcontractors
that provided work/services on the project described above, and I understand that Final
Inspection or Certificate of Occupancy will not beissued. until all
contractors/subcontractors listed above have acquired a. current Town of Estes Park.
Business License.
Applicant's Signature:
Date:
Initialed by: Town Clerk:
Date: 0-9E Building official.
to 3
ES TES
PARK
P.O. Box 2945 Estes Park, CO 80517 • 970-586-8770
STATEMENT OF UNDERSTANDING AND AGREEMENT
RE: Contract to Construct Factory Built Home
Dated - April 22, 1997
By & Between - Richard and Paulette Spielman, owners and
Estes Park Alpine Homes Inc., contractor
Construction Site - Lot 2, Crags Addition
In order to comply with the restrictive covenants of the
Crags Addition Development, the above referenced contract is
hereby changed to an on -site, "stick" built home.
All original plans and specifications will be followed
and all codes will be met. Owners agree to pay any extra costs
due to the change in construction methods. Contractor agrees
to maintain equal or greater quality of construction and to
minimize costs as much as possible.
ESTES PARK ALPINE HOMES INC.
Richard Spielman/
Paulette Spielman
ESTES PARK
ALPINE HOMES, INC.
P.O. Box 2945 Estes Park, CO 80517 970-586-8770
July 28, 1997
Crags Subdivision Property
Owners Association, Inc.
Francis Tully, President.
PO Box 118
Estes Park, Colorado 80517
Dear Mr. Tully:
RE: Spielman home
This letter is to inform you and your committee that
we, will build the Spielman house on site and accordingto
the floor plans submitted to you.
It is our intent to strictlyobserve all of your
covenants to the last detail.
Thank you,
ESTES PARK ALPINE, 1-19,1ME
Steve Murphree
SEM/ssm
• • •,,, •••••••••••• ,•.•.. „. • „ ,.„.... ,
'IV 1701t11.....,".le
July 25, 1997
Les Anderson
Kan -Build Inc.
PO Box 259
Osage City, Kansas 66523
Dear Les:
RE: Customer - Spielman
Production # - 2189
ESTES
PARK
P.O. Box 2945 Estes Park, CO 80517 • 970-586-8770
The architectural review committee for this home signed
off on our prints and so we submitted them to you. Now, we
have just learned, this committee has revoked their decision.
I need for you to, pull this home off-line immediately.
I am very sorry for this dilemma_ Any components (cabinets,
windows, etc.) that may already have been ordered, Estes Park
Alpine Homes would like to purchase from you. Please advise
us as to what items we may receive. Any refunds that might
be forthcoming would also be deeply appreciated.
Again, I am sorry for the abrupt change of plans.
Thank you,
ESTES PARK ALPINE HOMES INC.
Steve Murphree
SEM/ssm
ES
BUILDING DEPARTMENT
170 MACGREGOR AVENUE
ESTES PARK, COLORADO 80517
970-586-5331, ext. 3402
DATEJk
ADDRESS5J�.L.
This Permit is issued to the undersigned owner with the understanding that said owner
assumes all responsibility for the construction of the footing and foundation and that
the plans are neither checked nor approved as to construction or as to the loads
presumed to be carried on the same or as to the super -structure to be erected thereon.
Before the footing and foundation is used or a Permit issued for the construction of
any structure on the footing and foundation, the same must be made to conform in
every manner with the then existing ordinance of law governing the construction of
foundations and footings for buildings.
THIS PLAN IS NEITHER CHECKED NOR APPROVED FOR LOADS OF
SUPER -STRUCTURE.
No combustible materials to be stored on site until permanent road base is in and fire
hydrants operable.
No footing and foundation permits shall be issued unless there is
access to the building site..
OWNER:4(112i
a
CONTRACTOR __ CAAL)11)i2LI)L
0„.
t4(„„_
oad
buildingTorm(May 14, 1997)
/CPR, •17
VALUATION SCHEDULE
...1—/ #./ G F.,44.7-1/ /7,
BASEMENT UNFINISHED SQ. FT. @ R.97= /
BASEMENT FINISHED . . . 6 I. A1. .'' I
SQ. FT. @ /636' f 0," 51 7 , Luif S
67 44: 46, fri
DWELLINGS:
c.oc,D
V MASONRY. . . . • • SQ. FT. @ G83C=
V WOOD FRAME . — SQ. FT. @
GARAGE:
WOOD FRAME . . • 11 6,49 ON SQ. FT. @ 7.25
MASONRY. . 00. 41.41,11111,0 SQ. FT. @ =
OPEN CARPORTS. • • • tied & • SQ. FT. @ (1-44 =
e; e, 4- Kg
PATIOS OR PORCHES — OPEN . r SQ. FT. @ /°.38=
PATIOS OR PORCHES ROOFED. SQ. FT. @
OTHER A
OTHER
3
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TOTAL
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TOWN OF ESTES PARK
RESIDENTIAL P . CORRECTION LIST
ASSUMPTIONS
Design Information
Frost line 30 inches below grade; wind speed 90 MPH; 40 lb.
live load on roofs; 60 lb. live load on balconies; 40 lb. live
load for residential floor systems.
Approved Numbers or Addresses
Be provided for all new buildings in such a position as to be
plainly visible and legible from the street or road fronting
the property. Section 502 UBC.
JOB ADDRESS
General "<req: 1-7t-jL 0 BOA)
-7-
1. Submit fully dimensioned plot plan including utilities
and property line setbacks.
2. Give, name of firm/person responsible for plans.
Foundations
Provide footing with. a minimum depth below finish natural
grade of 30 inches. Table No. 18-1-D UBC.
4. Specify garage foundations to meet requirements as for a
one-story building.
Bolt foundation plates and sills to the foundation with
bolts spaced not more 4'0" apart. Embed bolts at least
7" in concrete or reinforced masonry (use 1/2" x 10" sill
bolts - Estes Park is in a 90 MPH wind speed area).
Appendix: 2365.5.3 UBC.
Plates, sills and sleepers which rest on concrete or
masonry shall be treated wood or No. 2 foundation redwood
or better. Section 2317.4 UBC.
7. The minimum thickness of concrete floor slabs supported
directly on the ground shall not be less than 3 1/2
inches. Section 1924 UBC.
Damp proof foundation walls enclosing a basement below
finished grade. Section 1402.4 UBC.
I NG
() Provide wood species and grade for all lumber, plywood,
particle board, glued -laminated timber, and provide
manufactured joist -truss information. Section 2305 UBC.
(10) Provide a structural section which shows typical framing
conditions for this project. Scale 3/8" = 1'0" for
clarity.
11. Roof rafters over -spanned. (Live load 40 lbs per sq. ft.
in Estes Park).
'1)
(1 5
Specify roof covering materials and. application in areas
subject to wind -driven snow or ice build up. Chapter 15
UBC.
Provide rafter ties where ceiling joists and rafters are
not parallel. Section 2326.12.6 UBC.
Show double top plates at top of stud walls. Section
2326.11.2 UBC.
Provide 22" x 30" (or 30" x 30" for mechanical equipment)
minimum access to attic. Section 1506.1 UBC; Section 305
UMC.
Specify ceiling joist spans to comply with Table No. 23-
I-V-J-3 UBC.
Provide size of header for openings over 4'0" wide. A
header table may be used for this purpose.
18,,) Specify floor joist spans to conform with Table No. 23-I-
V-J-1 UBC.
19. Provide double joist under parallel bearing partitions.
Section 2326.8.5 UBC.
20. Provide 18" x 24m (or 30" x 30" for mechanical equipment)
under floor access opening. Section 2317.3 UBC; Section
320.1 UMC.
21. Provide under -floor clearance as specified in Section
2317.3 UBC.
22. Provide under -floor ventilation equal to one square foot
for each 150 square feet of under -floor area. Operable
louvers may be used. Section 2317.7 UBC.
(23)
LIFE SAFETY
Stairways: Maximum rise 8 inches and a 9 inch minimum
run. Minimum headroom 6 feet 8 inches. Width 36 inches.
Section 1006 UBC.
c24 The top of handrails shall be placed not less than 34
inches, or more than 38 inches above the nosing. Ends
shall be returned or shall terminate in newel post or
safety terminals. Section 1006.9 UBC.
Basements in dwellings and every sleeping room below the
fourth story shall have at least one operable window or
door approved for emergency escape or rescue. Section
310.4 UBC.
(2/. Smoke detectors shall receive their primary power from
the building wiring and shall be equipped with battery
backup in new construction. Section 310.9 UBC.
(27) A smoke detector shall be installed in each sleeping
room, corridor, or area living access. A detector shall
be installed on each story and in the basement. Section
310.9 UBC.
MECHANICAL
28 Where mechanical ventilating system in bathrooms is used,
provide five air changes per hour directly to the
outside. The point of discharge of exhaust air shall be
at least 3 feet from any openings into the building.
Section 1203.3 UBC.
29. Provide every dwelling with approved heating facilities.
Section 310.11 UBC.
30. Show water heater location. Section 509.0 UPC.
310 Show how water heater and furnace will be provided with
outside combustion air. Chapter 7 UMC.
c3. Provide. complete, details, make model and. listing of
fireplaces.
GARAGE
33. Do not show openings from garages directly into a room
used for sleeping. Section 312.4 UBC.
c4i) On the garage side, install materials approved for one -
hour fire resistive construction. Specify self -closing,
tight -fitting solid wood door 1 3/8 inches in thickness,
or a self -closing, tight -fitting door having a fire
protection rating of not less than 20 minutes. Section
302.4 Exception #3 UBC.
ADDITIONAL. COMMENTS
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