HomeMy WebLinkAboutApplication- Permits.•
Garfield County
',Building & Sanitation Department
' ».J08 8th Street, Suite #201 Glenwood Springs, Co. 81601
Office- 945-8212 Inspection Line- 384-5003
Job Address
/9'5M/t6 C'dal_
NO. 937i
Nature of Work Building Permit 091/4393 -c -9R-3 -AI-,'3o
7yse of Bui
� n
Owner
Contractor (�rfC!2 766
Amount of Permit $ 7 c� "FPt t Cy
stiftevrmailfeem"
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GARFIELD COUNTY BUILDING PERMIT APPLICATION
108 8" Street, Suite 201, Glenwood Springs, CO 81601
^Phone: 970-9454212Q / Fax: 970-384-34701 Inspection Line: 970-384.5003
r1%
Permit No: I ` J ! O Parcel/Schedule No: 93 d is 3 /00
48
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 ISSSUANCE 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 3028.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT
IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED
STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID.
THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING
CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION.
TIff REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF
ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS
AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, Bw' ^ER AND OK21ER. COMMENTS ARE
INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST.
\Gar(oe.00J
J I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL
Job Address: I P -I 3 L.6UI4 t`t%f /OCP/ C-0 rbChlei/de b I (o•Z-3
1 Lot No: Block No: if Sud. / Exemption:
'ifCooperdDn ft.1/441,isi1 e
2
Owner:
feta/ ta/ Porisk
Address `0 -
47600 hitt' . -
' h:Wk
] nay 3(4,
Ph:
gas 74V6.-
3
Contractor:
Ph:
Lic. No. t
4
Architect/Engineer:
Address:
Ph: q�sl.7q
7e1�
I.i_c, No.3 71
/NSoo..of
5
Sq. Ft. of Building: VTo ,,
; 7ty-�
hay �•
Height: 1i `/
`7
Floors:
6
Use of Building: /j.Q i-aqt
ad e y s+"YNUA'O.ia (iyl ,t�
7 id -zit 4.4'4 v0.A-�t l.1"11/44,,,,,,'
7
J (*.aim
Describe Work: 1 U /LWw'
(TQd'ay e
8
Class of Work:., New o Alteration ❑ Remove
/Ue UJ ❑ Addition ❑ Move
9
10
Garage: o Single
Double
Carport: ❑ Single
o Double
y€Dr'vt way Perrry, o On -Site Sewage Disposal ❑ Site Plan
VWIV �t1C (Septic)
11
Valuation of Work: $)..0 W o
Adjusted Valuations: $ 6--2-M of
12
Special Conditions: OW V , 1' Oh It 9 / 1 9?
7 dd .+
NOTICE
IA SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE
ISSUEDBYTHE STATE OFCOLORMIT
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
IS COMMENCED WITHIN A10 DAYS,NEDF
AUTHORIZEDNTCTIIN NOT WORK
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED./374'4
I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL
PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE
COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE
GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY
TO VIOLATE O' PROVISIONS OF ANY OT . E STATE OR
1 TRUCTION OR THE ER ORMANCE
- OFCONSTRU�
�,' 4 n a ..,
Plan Check Fie:
`r]iC`7J/�/
( ,{ 217 4/
Permit Fee:
_ / (P92. is
7���/_///,JJJ(•/!llrrrjJr
-`
Total Fee: Datedg66.11/4)Permit Issued:
I�j
��L ' J
OCC r roup: Const. Type:
L'1/ •
• . Ji
Zoning:
Setbacks:
Manu. Home: (SDS No. & Fee:
• ,S4
.,
AP['ROV
i' �/„oval
rk ge 11/7
- real” RP .r
s. TE 401r
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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 ISSSUANCE 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 3028.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT
IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED
STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID.
THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING
CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION.
TIff REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF
ANY RESPONSIBILITIES OR LIABLITIES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS
AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, Bw' ^ER AND OK21ER. COMMENTS ARE
INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST.
\Gar(oe.00J
J I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL
Applicant
PLAN REVIEW CHECKLIST
oft Sig Date /D•27'0�
Building
/h4. Engineered Foundation
Driveway Permit
./surveyed Site Plan
AO// -Septic Permit and Setbacks
Grade/Topography 30%
Bch Residential Plan Review List
iIGlinimum Application Questionnaire
/[.%Subdivision Plat Notes
,1/./ Fire Department Review
,,)Va`
luation Determination/Fees
t../(ed Line Plans/Stamps/Sticker
Aa Attach Conditions
✓Application Signed
L"Plan Reviewer To Sign Application
L arcel/Schedule No.
40# Snowload Letter- Manf. Hms.
GENERAL NOTES: �^
Coo ' r8 = /saw
Planning/Zoning
Property Line Setbacks
30ft Stream Setbacks
Flood Plain
Building Height
Zoning Sign -off
Road Impact Fees
HOA/DRC Approval
Grade/Topography 40%
Planning Issues
Subdivision Plat Notes
• �y
�OVJ VALUATION/FEE DETERMINATION
Applicant ?4)t 54 Subdivision
Address /2/3 0 g /� Lot/Block
Date 9- O 05 Contractor
Finished (Livable Area):
Main
Upper
Lower
Other
Total Square Feet
Valuation
Basement:
Unfinished
Conversion of Unfinished to Finished
Plan Check Fee for Conversion
Valuation
Garage:
Crawl Space:
Valuation 6ic)0 r/g -
Valuation
Decks/Patios:
Covered
Valuation
Open
Valuation
Q catH e_ "P'-eckft
/5,720
Total Valuation /S_ /20
1-�--cs ?4-c4
S R,444
?plat r
<437. }
112.1
/03 on
[,92 75
2:3)44-
577. 50
/2/g, 33(4 = 41;,OzZ.z9
/5, /20
5Cv /`/2 . Z
4
GARFIELD COUNTY BUILDING AND PLANNING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
for
SINGLE FAMILY DWELLING CONSTRUCTION
including
NEW CONSTRUCTION
ADDITIONS
ALTERATIONS
and
MOVED BUILDINGS
In order to understand the scope of the work intended under a permit application and expedite the
issuance of a permit it is important that complete information be provided. Adequate and complete
information will prevent delays in the plan review process. Reviewing a plan and the discovery that
required information has not been provided by the applicant may result in the delay of the permit
issuance and in proceeding with building construction. The owner or contractor may be required to
provide this information before the plan review may proceed. This causes delays because other plans
that are in line for review may be given attention before the new information may be reviewed after
it has been.provided to the Building Department.
Please review this document to determine if you have enough information to design your
project and provide adequate information to facilitate a plan review. If you do not, it may be
helpful to obtain a book titled "Dwelling Construction under the Uniform Building Code".
This book is available to you through this department at our cost. Also, please consider using
a design professional for assistance in your design and a construction professional for
construction of your project.
To provide for a more understandable plan in order to determine compliance with the building,
plumbing and mechanical codes, applicants are requested to review the following checklist prior to
and during design. Applicants are required to indicate appropriately and to submit the
completed checklist at time of application for a permit.
1
Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and
drawn to scale.
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.
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.
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, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds
per square foot, 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 1997 UBC, UMC and 1997 UPC.
1. 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: 106.3.1
(7.) 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 surveyors 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 X
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 corner lot. Special
setbacks do apply.
Yes x
3. Does 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 A24
2
4. Does the site plan indicate the location and direction of the County or private road accessing
the pro erty?
Yes_
5. Do the plans include a foundation plan indicating the size, location and spacing of all
reinforcing steel in accordance with the uniform building code or per stamped engineered
design?,
Yes
6. Do the plans indicate the location and size of ventilation openings for under floor crawl
spaces and,t clearances required between wood and earth?
Yes Af
7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist
spaces's and soffits?
Yes A
8. 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? /� r
Yes X Tr149 5 f�`f
9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof
construction?
Yes y
10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling
joists, roof rafters or joists or trusses?
Yes x
11. Does the building section drawing or other detail include the method of positive connection
of all columns and beams?
Yes
12. Does the plan indicate the height of the building or proposed addition from the highest point
of the building or addition measured at mid span between the ridge and the eave down to
existing (undisturbed) grade contours?
Yes
13. Does the plan include any stove or zero clearance fireplace planned for installation including
make and model and Colorado Pase II certifications or phase II EPA certification?
Yes No x
3
14. Does the plan include a masonry fireplace including a fireplace section indicating design to
comply with the Uniform Building Code Chapter 37?
Yes No
15. 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 Uniform
Building Code?
Yes No x
16. Does the plan include a window schedule or other verification that windows provide natural
light and ventilation for all habitable rooms?
Yes No x
17. 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
18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters
indicated on the plan?
Yes No
19. 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 No
20. Do you understand that if you belong to a homeowners association, 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 not be
accepted without it.
Yes X No
21. Will this be the only residential structure on the parcel?
Yes } No If no -Explain: ' 904.( e
22. Have two (2) complete sets of construction drawings been submitted with the application?
Yes
23. Do you understand that the minimum dimensions a home can be on a lot is 20ft.wide and
20ft. long?
Yes No
4
24. Have you designed or had this plan designed while considering building and other
construction code requirements?
Yes X No
25. Do your plans comply with all zoning rules and regulations in the County related to your
properties zo a district?
Yes No
26. Does the plan accurately indicate what you intend to construct and what will receive a final
inspection by the Garfield County Building Department?
Yes x No
27. Do you understand that approval for design and/or construction changes are required prior to
the application of these changes?
Yes r No
28. 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 x No
29. 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 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be
called in to 384-5003.
Yes k No
30. Are you aware that requesting inspections on work that is not ready or not accessible will
result in a $47.00 re-inpsection fee?
Yes x No
31. Are you aware that you are required to call for all inspections required under the Uniform
Building Code including approval on a final inspection prior to receiving a Certificate of
Occupancy and occupancy of the building?
Yes y No
32. Are you aware that the Permit Application must be signed by the Owner or a written
authority be given for an Agent and that the party responsible for the project must comply
with the Uniform Building Code?
Yes / No
5
•
33. Are you aware that prior to submittal of a building permit application you are required to
show proof of a driveway access permit or obtain a statement from the Garfield County Road
& Bridge Department stating one is not necessary? You can contact the Road & Bridge
Department at 625-8601.
Yes x No
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 inspection.
Yes X No
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
No
36. Do you know that the local fire district may require you to submit plans for their review of
fire safety issues? Yes No (please check with the
building department about 's requirement)
I hereby acknowledge that I have read, understand and answered these questions to the
ility.
Phone:
Project Name:
Project Address:
(days);
ibe<i 6 -arae
1213 Ccas fy Rce 10621 Carbon ca (e
Notes: If you have answered "No" on any of the questions, you may be required to provide this
information at the request of the Building Official prior to beginning the plan review process.
Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a
permit. If it is determined by the Building Official that additional information is necessary to review
the application and plans to determine minimum compliance with the adopted codes, the application
may be placed behind more recent applications for building permits in the review process and not
reviewed until required information has been provided and the application rotates again to first
position for review, delay in issuance of the permit or delay in proceeding with construction.
9
Date
C796-: 3 6 (evenings)
Bpminreg072004
6
Sep 2b 04 10:20a District 1
970-94S-1318 p•1
Garfield County
Road and Bridge, District 1
7300 Hwy 82, Glenwood Springs, CO 81601
970-945-1223 ph. 945-1318 FAX
Date: 9/28/04
To: Building & Planning
From: Cleve Kingen
Re: Driveway permit exemption
For: 011ie Urbach
Location: .
Scope of Work: Obtain building permit
Road and Bridge Concerns: his property currently meets the Road and Bridge
driveway standards, and is therefore exempt from County driveway permit requirements.
Cleve Kingen
Dist.1 Road and Bridge
SEP 2 ,u 2634
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When correction(s) have been made, call for inspection at 970-384-5003.
4
COUNTY OF GARFIELD - BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 201 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at ;
Permit No.
I have this day inspected this structure and these
premises and found the following corrections needed:
fit
r.' ."1
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9 3(09'
eta Pati -e r
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.
Date i , % )
Building Inspector
Phone (970) 945-8212
20
Nr,.
Job-
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Owner+ rmr)[s,k
Contractor CXX3fl
Setbacks: Front
Assessor's Parcel Not; P3 -aS3 -/ I- D
Ok BUILDING.pEq,MIT CARD
Iswst k_
Footing S -/6 -es -
Foundation (o-L/mat A46,C'T 44
Grout
Underground Plumbing
Rough Plumbing
Framing 7 -Z/ -017i -
Insulation
Roofing
Drywall
Gas Piping
Address
Address
tett, Date
Rear RH LH
INSPECTIONS
9.2x.
®s
hone #
Ph. ne Tr 79/
Zoning -7117:11 to
1ll�
9ds'75-95-
Weatherproofing
Mechanical
Electrical Rough (State)
Electrical Finaiffitate)
FinaVS-/Y-OYlt7Checklist Completed?
Certificate Occupancy #
Date
Septic System #
Date
Final
Other
NOTES CI},t• mK
-0,:t 9/30
.oC�,I. �5��.sv la(—
(continue on back)
INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
BUILDING PERMIT
GA FIELD COUNTY, COLORADO
Date Issued.W Zoned Area Permit No
n
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 revoked by notice from the County Building
Inspector and IMMEDIATELY BECOME NULL AND VOID.
Use GO - e
Address or Legal Descriptio`, I al L t ( ck 1.'t t
a
Owner r opl".:a� L J F L,.L'k Contractor t.:1 1 Qom -
Setbacks Front Side Side Rear
This Card Mast Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing $ i6 brPA—
Foundation
Underground Plumbing
Insulation m0 -g c6---
(Rough
Drywall -2-- 057r a
RoughPlumbing
Chimney & Vent
Electric Final (by State Inspector) j i ;a gid'
Gas Piping
Final /8-1g
Electric Rough (By State Inspector}? 3
Septic Final
Framing 7 -LI - c'flj-
(To include Roof in place and Windows
and Doors installed).
Notes:
4.
ALL LISTED) ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHSR INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
Phone 3845003 109 8th Street County Courthouse Glenwood Springs, Colorado.
APPROVEDDO NOT DESTROY THIS CARD
Date!
By
Meadthrg
IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC
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9/11/05
Paul Popish
Box 732
Aspen Co, 81612
970-925-3666
Garfield county building dept
108 8th street
Glenwood springs Co
To whom it may concern. Will you please amend my existing garage permit (#9378) at
1213 county road 106 Carbondale Co, 81623. Too Include final inspection in house
Basement.
Sincerely
Paul Popish
Sep 16 05 03:03p
.]tlp IJ JJ Ie. Irp
Garfield County Clerk and Recorder
Davrd Meeke'. appoints Paul Popish as his attorney -m -fact
I certify, under penalty of perjury in the second degree, that the above statement is Cue
and accurate to the best of my knovrledge.
David Meeker ' (3 n(Date
Paul Popish CI" /! b Dale
RECEFS .;
SEP 1 2605
GARALLLI ,...
BUILD:NGF tr
p.2
p.2
p.3
10/7/05
From:
Walter Popp, Architect
324 31-1/2 Road
Grand Junction, Co 81503
To:
Garfield County Building Dept
108 8'h street
Glenwood springs, Co 81601
ATT: Andy Schwaller
RE: Popish residence
1213 County Road 106
Carbondale, Co 81623
To whom it may Concern. I certify that, to the best of my knowledge, the basement
interior work at 1213 County Rd 106 is structurally sound, and has been constructed
to code, and in a workman like manner; Including: framing, sheetrock, plumbing,
insulation, and mech.
i
ilk T. SLAB
SEE GENERAL NOTES
ST. WALL
(2) - #5 CONTINUOUS
AL T. FOOTING
SEE PLAN
r
-0"
(2) - #5 CONTINUOUS
8' C.M.U.
WALL
/v V o c V o
n n e A o n 6
binld�Ill��,�
I1/43"
X
Foundation Wall Slab
I#5 DOWELS x
@ 32" O.C.
#5 HORIZONTAL
@ 16" O.C.
#5 VERTICAL
@ 16" O.C.
#5 DOWELS x
@ 32" O.C.
3/4"= 1'-0"
CF -101.1
Maggert & Associates, Inc.
Structural Engineers
580 Main Street, Suite 300
Carbondale, Colorado 81623-2035
(970) 963-9643 • FAX 963-0135
Paul Popish
Residence
(213 c ut 'tl
106 C.ArjZyw 9 -Co
81123
Dwn by:
H.L.B.
Chkd by.
B.K.M.
Job #:
Date:
06-21-05
SHEET
C1
•
STRUCTURAL GENERAL NOTES & SPECIFICATIONS
DESIGN CODES 1' 1 VED
The requirements of the International Building Code (1.B.C.) as published by the International Code oun �
(I.C.C.), shall govern the design and construction of' this work. The following codes and editions were usegUC
• International Code Council International Building Code (!BC 2003) I 3 2005
• International Code Council International Residential Code (IRC 2003) GI- RF1 NTY
• American Concrete Institute Building Code (ACI 318-99) BUIL OI ELU COU
• American Institute of Steel Construction Manual of Steel Construction (AISC 9th Edition) NG & PLANNING
• American Institute of Timber Construction Timber Construction Manual (A1TC 4th Edition)
• National Forest Products Association National Design Specr iication for Wood Construction (NDS 2001)
FOUNDATION:
Soils are presumed non -expansive, non -soluble, and not prone to excessive consolidation. Owner shall retain a soils
engineer to inspect the open excavation to verify the structural engineer's assumed design loads. In absence of a
soils investigation by a soils engineer, the owner shall assume responsibility of the design values used by the struc-
turalengineer.
A. EXCAVATION
1. Contractor shall provide all necessary sheeting, shoring and bracing where required to properly and safely
complete the work.
2. Avoid excessive wetting or drying of the foundation excavation during construction, keep excavations rea-
sonably free of water at all times and completely free of water during placement of the concrete.
B. BEARING REQUIREMENTS
1. Footings shall bear on natural undisturbed soil or adequately (per soils engineer) compacted structural fill,
below the frost depth required by the applicable building code. Any discrepancies with the footing elevations
shown on the plans shall be brought to the attention of the engineer.
2. Building to be founded on continuous concrete spread footings placed on undisturbed granular soil with the
following allowable bearing pressures:
Maximum 2000 psf (DL+ LL)
Minimum 0 psf (DL)
3. Retaining walls are designed based on the following:
Active pressure 55 pcf
At -rest pressure 45 pcf
Passive pressure 350 pcf
Coefficient of friction 0.40
C. GENERAL REQUIREMENTS
L Center foundations under columns and walls unless noted otherwise.
2. Provide foundation ventilation in crawl space areas as required by section 2303.3 of the I.B.C.
3. All wood attached to concrete or masonry shall be 2x redwood or pressure treated lumber. Attach sill plates
with 1/2"0 hooked anchor bolts (7" minimum embedment) at 48" on center (unless noted otherwise).
4. Backfill on walls with fill on both sides shall be compacted in equal lifts each side of wall. Walls backfilled
on one side only shall have all supporting slabs, permanent framing or temporary bracing in place prior to
placement of the backfill (unless noted otherwise on plans).
5. Site retaining walls not shown on foundation plan shall not be attached to the foundation (unless noted oth-
erwise on plans).
POPISI-RESIDNCE 2 of 3
June 21, 2005
CONCRETE:
A. CONCRETE REQUIREMENTS
Concrete has been designed and shall be constructed in accordance with the latest editions of the American
Concrete Institute Building Code, AC! 318 and Specifications for Structural Concrete for Buildings, AC1 301.
Provide hot or cold weather protection per ACI 305 & 306.
1. Concrete shall have a minimum compressive strength at 28 days of:
Walls & footings 3000 psi
Slabs 3000 psi
2. Provide Type 11 cement throughout with 4-6% air entrainment.
3. Concrete shall be poured in a manner to prevent voids by using a sufficient slump, mechanical vibration and/
or other approved method.
4. No admixtures shall be used without approval by the engineer.
5. Addition of water to the batch material for insufficient slump is not permitted.
6. Do not place pipes, ducts, or chases in the structural concrete without approval of the engineer.
7. Thoroughly clean all keyways and construction joints prior to placing concrete in adjacent pour.
8. Concrete shall not be in permanent contact with aluminum.
B. REINFORCING
Detailing, fabrication, and erection of reinforcing steel bars shall comply with the AO Manual of Standard
Practice for Derailing Reinforced Concrete Structures ACI 315.
1. Reinforcing bars shall be ASTM A615 — Grade 60.
2. Welded wire fabric shall conform to ASTM A 185. Furnish in flat sheets only.
3. Concrete protection for reinforcement:
Cast against and permanently exposed to earth 3 in.
Exposed to earth or weather #6—#18 bar 2 in.
#3—#5 bar 1 1/2 in.
Not exposed to earth or weather slabs & walls 3/4 in.
beams & cols. 1 1/2 in.
4. Re -bar lap splices shall be a minimum of 36 bar diameters unless noted otherwise. Lap wire fabric reinforce-
ment one full mesh plus 2" at sides and ends and wire together.
5. Discontinue 1/2 of horizontal steel across construction/control joints.
6. Provide corner bars of equal size and spacing around all comers.
7. Provide 2—#5 bars with a minimum of 2'-0" projection beyond the sides of all openings in walls, beams and
slabs. Provide 1—#5 x 4-0" diagonally at all re-entrant comers of slabs.
8. Provide accessories necessary to properly support reinforcing at the positions shown on the plans.
9. Reinforcing spacings are maximum on center and all reinforcing is continuous, unless noted otherwise.
C. SLABS -ON -GROUND
1. All slabs -on -ground shall be 4" thick and reinforced with 4"x4"—W2.9xW2.9 welded wire fabric or #4 @ 18"
on center each way unless noted otherwise on the plans. Reinforcement to be placed in center of slab.
2. Thicken all free slab edges to 8" x 8" with 2-115 continuous (top and bottom).
3. Provide construction/control joints in slabs -on -ground not to exceed 15' on center or as shown on the plans.
POPISIfRESI 'AWE
June 21, 2005
MASONRY:
3 of 3
A. CONCRETE MASONRY UNITS (CMUs)
L'All CMUs shall conform to ASTM C90.
2. CMUs used below grade and all exterior walls shall be Grade 'N', Type 1 and interior concrete masonry units
not exposed to weather or earth may be Grade 'N' or Grade 'S', Type 1.
3. All masonry assemblages shall attain 1500 psi compressive strength (Fm) in 28 days. Special inspection not
required.
B. GROUT
1. All mortar for exterior walls and interior bearing walls shall conform to ASTM C270, Type N by proportion,
and shall attain 2000 psi compressive strength in 28 days.
2. Grout for masonry bond beams and pilasters shall be made with stone aggregate and shall attain 2000 psi
compressive strength in 28 days.
3. Grout lifts shall not exceed 4'-0" unless clean outs are provided—then grout lifts shall not exceed 8'-0".
C. REINFORCING
1. Reinforcing bars shall conform to ASTM A615 -76a, Grade 60.
2. Horizontal reinforcing shall be standard weight "Dur -o -wall" or authorized equivalent spaced at 16" on center
(unless noted otherwise). Vertical reinforcing as shown on plans (or #5 bar at 4'-0" on center maximum for
exterior and/or load bearing walls) shall extend full height of the wall in grouted cells, (unless noted otherwise).
3. Provide minimum 1—#5 in grouted cell at all comers, ends of walls, each side of openings and both sides of
control joints.
4. Lap bar splices 36 bar diameters. At corners and intersections, make horizontal bars continuous or provide
matching corner bars.
D. GENERAL REQUIREMENTS
1. Fill all voids and grout cells solid for a distance of 32" below and 12" each side of all beam reactions or other
concentrated loads unless noted othenvise on plans.
2. Provide vertical control joints in all masonry wall at 35'-0" max. spacing as located on the arch. drawings.
3. Provide continuous masonry lintel bond beams at top of wall; at top and bottom of all window openings.
Window lintels shall be reinforced as follows:
a. Spans not exceeding 4'-S"—provide 8" deep beam reinforced with 2—#5 bars continuous in bottom beam.
b. Spans not exceeding 12'-0"—provide 16" deep beam with 2—#5 bars continuous at bottom of beam and
1—#5 bar continuous at top of beam. Install #3 stirrups (single leg) at 6" on center horizontal spacing.
Bottom reinforcing shall be within 3" of the bottom of the beam.