HomeMy WebLinkAboutApplication- PermitGARFIELD COUNTY
BUILDING, SANITATION
and PLANNING DEPARTMENT
109 8th. Street, Suite 303
Glenwood Springs, CO 81601(970) 94S-8212
No. 8504
Job Address Q N\
Nature of Work Building Permit
Use of Building
Owner
Contractor it--)k*),_-"‘AM(...)6--
Amount of Permit$ � � L3
Date
Clerk
GARFIELD COUNTY BUILDING PERMIT APPLICATION
GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO
TELEPHONE: (970) 945-8212
PERMIT NO.
INSPECTION LINE: (970)384 5003
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PARCEZJSCHEDULE DO S
JOB ADDRESS: O a D f v-:,----3(--[,), 3.„ / 6 rD 3
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NOTICE
A SEPARATE ELECTRICAL. PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE. OF
COLORADO-
MS PERMIT BECOMESNSTRUCTION
AUTHORIZED IS
N(TT COMMENCED virri IN I10 DAYS. OR IF CONSTRUCTION OR
WORK I5 SUSPENDED OR ABANDONED FOR A PERIOD OF 1S0 DAYS AT ANY TIME
AFTER WORK IS COMMENCED.
1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND
fOJOW THE SAMIi TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
GOVERNING 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
LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF
CONSTRUCTION.
PUN CHECK FEE:
/ 2Op .50 0
PERMIT FEE:
ig , I6 -
4. gtrzsA 64 L— X53. �o
TOTAL FEE: DATE PERtilII' ISSUED:
35 I149,32
OCC: GROUP: CONST: TYPE:
_3 �� .r
ZONING:
SETBACKS:
ryr, Yr .. mticc.bwa.
/
Balding DepL ... . , ,. i' Pbozoi APP
ACit E tENC
PERMIISSIOY IS HEREBY GRANTTED TO THE APPIJCANI AS OW\F.R, CONTRACTOR AN TOR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT T}1F. STRUCTURE AS
DETAILED ON PIANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUIDLNG DRPARTMENT.
IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEAVY( AGREES TO COMPLY WITH ALL BUILDINIG CODES AND LAND USE REGUTATIONS ADOPTED BY
GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.21.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF DIE 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 OFFICIAL FROM THEREAFTER REQUIRING THE
CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN LN
VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGLTATION OF THIS JURISDICTION.
THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTIILTE. AN ACCEPTANCE OF ANY
RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION
DURLNGCONSTRUCTION RESTS SPECIFICALLY WRIT THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO C NSERVATTVE AND IN SUPPORT
OF THE OWNERS INTEREST.
Garfamoloo3 ‘ Y ACKNOWLEDGE THAT 1 HAVE READ AND UN.DFRSTAND THE AGREEMENT ABOVE
,P\
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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 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, non-absorbent
kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all
necessary plumbing;
4. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water,
non-absorbent floors and walls finished and a privacy door;
5. All steps outside or inside over three (3) steps must have handrails, guard rails 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 occupanc use and the issuance of a
Certificate of Occupancy for the dwelling under building permit #
Signature
bpcont
Date
vi
VALUATION/FEE DETERMINATION
Applicant & R IKF
Address Od.D.2 irn ci(arok. Mothk,QJ.
Date S.1.42 • Oz.
Finished (Livable Area):
Main
Upper
Lower
Other
Total Square Feet
Valuation
Subdivision itYkatelifid Po /iv/-
Lot/Block n'1 5
Contractor n w h -QT
is -V-7
€29
Z 391 4q
Basement: <11
Unfinished J S 7 #
Conversion of Unfinished to Finished
Plan Check Fee for Conversion
Valuation
Garage:
Crawl Space:
Valuation 71$
Valuation
13ecks/Patios:
Covered
Valuation
Open
Valuation
1
408 2.4
121
{L
Yr
144),ctl 9
4 , 2,47
!2,824
9'792
AIS
Total Valuation
Building Permit Fee
Plan Review Fee
Total BP & PR
2E.3 394
vo
3042 .r.#6'
TZ
�MfT
451 .47
3S1to, 32
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 plan.
with slopes of30% or greater must be shown on the site
Yes ✓
2. Does the site plan also include any other buildings on the property, setback easements and
utilityeasement).?
?
Yes V
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 V7
4. Does the site plan indicate the location and direction of the County or private road accessing
the propertyy
Yes V
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
.1
design?/
Yes �/ ✓
6. Do the plans indicate the location and size of ventilation openings for under floor crawl
spaces and,le3rances required between wood and earth?
Yes /
7. Do the plans indicate the size and location of ventilation openings for the atfic roof joist
spaces's and s?
Yes
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 wir1d-lods?
Yes ✓ �/
9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof
construction?/
Yes \/✓
10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling
joists, roof rafters or joists or trusses?
Yes ✓
1 1 . Does the building section drawing or other detail include the method ofpositive 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 (undist bed) grade contours?
Yes `V
13. Does the plan include any stove or zero clearance fireplace planned for installation including
make and model and Colorado Phases II certifications or phase II EPA certification?
Yes No
14. Does the plan include a masonry fireplace including a fireplace section indicating design to
comply with the Uniform Building Cede Chapter 37?
Yes No \/
r
15. Does the plan delude 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
16. Does the plan include a window schedule or other verification that windows provide natural
light and ventiV ion for all habitable rooms?
Yes No
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 lazing for these areas?
Yes No
18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters
indicated on t)e'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? if you do not have written permission from
the association, do you understand that the plan check fee will not be refunded should the
architectural ttee deny or reject your building plans?
Yes No
21. Will this be t ie'only residential structure on the parcel?
Yes �/ No If no -Explain:
22. Have two ( " complete sets of construction drawings been submitted with the application?
Yes V
23. Do you and rstand that the minimum size a home can be on a lot is a 20ft. x 20ft.?
Yes V No
24. Have you designed or had this plan designed while considering building and other
construction code requirements?
1'
Yes ' No
25. Does the plan accurately indicate what you intend to construct and what will receive a final
inspection by the Garfield County Building Department?
Yes ✓ No
26. Do you understand that approval for design and/or construction changes are required prior to
the applicyp of these changes?
Yes No
27. 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 v/No
28. Are you aware that twenty-four (24) hour notice is required for all inspections?
Inspections will be made from Battlement M t Glenwood in the mornings and
from Glenwood Springs to Carbond i e in the afternoon. orning inspections must be
called in b 12:00 .m. the day before; afternoon inspections must be called 6y 4:00.
p.m. the day before. allure to give twenty-four (24) hour notice for inspections will
e r gspection one (1) day. inspections are to be called in to 384-5003.
Yes ✓ No
29. 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
OccupaT,rid occupancy of the building?
Yes No
30. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent
of the Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for
the project co lying with the Uniform Building Code?
Yes ✓ No
31. Are you aware that prior to issuance of a building permit 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 De artment at
625-8601. D CP -I•5 J
Yes ✓ No '?j -- S 7 g
32. Do you understand that you will be required to hire a State of Coloraio'Licensed Electrician
5
J
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 applic ble inspection.
Yes No
33. 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 issuance of a
building permjJt? Your attention in this is appreciated.
Yes ✓✓ No
1 hereby acknowledge that 1 have read, understand and answered these questions to the
best of my ability.
Signa 'j;Ltie--Date
Phone: cl 7 0 5(1a 3 a) (days); ,o.a.•w--e* (evenings)
Project Name:
ST R i s. F B L w l Ls AI f{ o M[
Project Address: tYv
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.
bpminreq
04/02
5
-CO
O¥EAS
western archrsb
. J structural wood systems
April 29, 2002
To: Nelson Homes — Tech Services
Attn: Ralph Klinke
Re: Streifcl
Arizona
L0730
E3asalt, CO
Message:
The following sizes, based on the drawings submitted to us, have been designed
according to the following loads.
Design snow load= 50 psf
Roof dead load= 15 psf
Floor live load=
Floor dead load=
40 psf
15 psi
B1) The beam supporting the roof above the 2rd floor landing, can be a 5 1/8" x 14"
Westlam IJC.
B2) The beam supporting the 2"d floor over the master bedroom ensuite, can be a 2 ply
11 7/8" WSL.
B3) The beam supporting the 2"d floor over the dining room, can be a 2 ply 9''
WSL.
B4) The beam supporting the 2"d floor spanning from the master bedroom / family
room partition to the outside wall, can be a continuous span 5 1/8" x 14" Westlam
1JC. Supported by CC -1 on 5 1/8" x 6" COLUMNS.
B5) The beam in the basement supporting the main floor, can be a 2 ply 1 1 7/8" WSL.
Please call if you have any questions or concerns.
Trevor Watt
Technical Sales Representative
cc. Ralph (a) Nelson Lloydminster
zo
CO
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COLUMN CAP CC -1 1-REQ'D
FASTENERS REQ'D PER CC -1
4-3/4'0 X 7 1/2' BOLTS
YEARS
7
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CC -1
PROJECT Strieffel
LOCATION Basalt, CO
ARCHITECT NELSON LUMBER
CONTRACTOR
CRN WATT 1 CHKO
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DATE 4/26/02
JOB Na
DWG No. 1
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COLUMN CAP CC -1 1-REQ'D
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YEARS
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CC -1
PROJECT Strieffel
LOCATION Basalt, CO
ARCHITECT NELSON LUMBER
CONTRACTOR
CRN WATT 1 CHKO
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DATE 4/26/02
JOB Na
DWG No. 1
of 1
WESTERN ARCHRIB
WESTLAM SOLVER 3 v3.5.0 2S Apr 2002
(File #1
[Mark #i bl
(Job Description)
(Registered User) Western Archrib
PRODUCT SELECTED
BEAM> 5.125 x 14.000 Westlam-IJC Spruce -Pine W 14.936 lbs/ft
BEAM DESIGN SUMMARY
Factored loads (Wf): 19.42
Factored moment (Mit.): 40.43
Beam deflection (LL): L/389
Beam deflection (TL): L/294
Allowable
(Vr1: 34.59 kips
(Mr.) : 45.86 kips -ft
(LL): L/360
(TL): L/240
Ratio
0.561
0.882
0.925
0.815
SPECIFIED LOADS APPLIED
• + •
1 TYPE j LOAD INTENSITY 1 LOCATION
+---DEAD LOAD ---.---SNOW LOAD---+-USE/OCC. LOAD-+
i 1 start end 1 start end 1 start end 1 start end
+ + • + •
j UDL 1 225.0 225.0 1 750.0 750.0 j j 0.000 5.000
1 POINT 1 775.0 1 2582.0 1 5.000
1 UDL 1 116.3 116.3 1 387.5 387.5 1 1 5.000 15.000
+ + + 4 +
NOTE: Start and end are referenced from left end of beam diagram.
Point loads are .n lbs; others in lbs/ft.
BEAM DIAGRAM
0 15.00 ft
--15.00---1 ft
D 2.44 1.67 kips
L 9.21 6.10 kips
T 11.65 7.77 kips
II 2.9 2.0 in
d 1.95 1.33 kips
1 6.14 4.07 kips
t 8.09 5.40 kips
Factored reactions: D -dead, L=live. T -total, U.uplift. B=bearing length
Unfactored reactions: d 1 t u.
BEAM DESIGN CONDITIONS for LIMIT STATES DESIGN
Load sharing: No Notches: none
Service: Dry Treatment: None
Lateral Support Top: Continuous
Lateral Support Bottom: None
DESIGN NOTES
1. Bearing lengths shown assume full width bearing for the selected product
2. Provide lateral support at points of bearing.
3. Do not notch beams at interior supports or at supports under cantilevers.
WESTERN ARCHR1B
WESTLAM SOLVER 3 v3.5.0 25 Apr 2002
(File N)
[Mark #1 b2
(job Descriptionl
(Registered User] Western Archrib
PRODUCT SELECTED
BEAM› 2 ply 1.563 x 11.875 WSL Spruce -Pine @ 7.771 lbs/ft
BEAM DESIGN SUMMARY
Factored loads (Wf): :1.49
Factored moment (Mf.): :7.95
Beam deflection (LL): L/420
Beam deflection [TL/: L/273
Allowable
(Vr): 24.53 kips
(Mr.): 19.73 kips -ft
(LL): L/360
ITL): L/240
Ratio
0.466
0.910
0.857
0.877
SPECIFIED LOADS APPLIED
j TYPE j LOAD INTENSITY 1 LOCATION
j .---DEAD LOAD ---•---SNOW LOAD-- .-USE/OCC. LOAD-.
j 1 start end 1 start end 1 start end 1 start end
• . + + +
j UDL 1 45.0 45.0 150,0 150.0 1 1 0.000 12.500
1 UDL 57.8 57.8 1 154.0 154.0 1 0.000 12.500
1 UDL i 80.0 80.0 : 1 1 0.000 12.500
1 UDL 36.0 16.0 : 120.0 120.0 1 ? 0.000 12.500
• . 4 4 • .
NOTE: Start and end are referenced from left end of beam diagram.
Point loads are in lbs: others in lbs/ft.
BEAM DIAGRAM
0 12.50 ft
1--12.50---! ft
D 1.77 1.77 kips
L 3.96 3.96 kips
T 5.74 5.74 kips
B 2.6 2.6 in
d 1,42 1.42 kips
1 2.65 2.65 kips
t 4.07 4.07 kips
Factored reactions: D -dead, L=live, T=total, U=uplift. B.bearing length
Unfactored reactions: d 1 u.
BEAN. DESIGN CONDITIONS for LIMIT STATES DESIGN
Load sharing: No
Service D:y Treatment : None
Lateral Support Top: Continuous
Lateral Support Bottom: None
Notches: none
DESIGN NOTES
Bearing lengths shown assume full width bearing for the selected product
2. Provide lateral support at points of bearing.
3 Do not notch beams at interior supports or at supports under cantilevers.
4. Loads must be applied to the top edge and across the full width of all
plies in the beam. Fcr WSL depths up to 301 -mm (11-7/8") fasten individual
plies together with a minimum of 2 rows of 89 -mm (3.5") long common nails,
For 356 -mm (14') deep WS:., use 3 rows of 89 -mm long commcn nails. Space
nails at 305 -mm (12") o.c, in each row,
5. For loads hung off the side of the beam, contact Western Archrib for
member capacities and fastening requirements.
6. Do not use these results for floor joists designed in accordance with
Part 9 of the NBCC. Vibration requirements are not checked.
BEST COPY
WESTERN ARCHRIB
WESTLAM SOLVER 3 v3.5.0 25 Apr 2002
[File k)
[Mark M) b3
[Job Description}
[Registered User) Western Archrib
PRODUCT SELECTED
BEAM> 2 ply 1.563 x 9.500 WSL Spruce -Pine ra 6.222 lbs/ft
BEAM DESIGN SUMMARY
Factored loads (Wf):
Factored moment (Mfr):
Beam deflection (LL):
Beam deflection (TL):
Allowable
2.99 (Vr): 21.86 kips
3.22 (Mr,): 12.65 kips -ft
negligible
negligible
Ratio
0.137
0.254
SPECIFIED LOADS APPLIED
+ + 1
1 TYPE 1 LOAD INTENSITY 1 LOCATION 1
1 + --DEAD LOAD ---,--•SNOW LOAD---+-USE/OCC. LOAD-+ 1
1 1 start end 1 start end start end 1 start end 1
, + + ,
1 • UDL 1 30.0 30.0 100.0 100.0 1 1 0.000 8.600 1
1 UDL 1 80.0 80.0 1 1 1 0.000 8.600 1
1 U. 1 10.0 10.0 j 1 26,7 26,7 1 0.000 8.600 1
, + , + 4 4
NOTE: Start and end are referenced from left end of beam diagram.
Point loads are in lbs; others in lbs/ft.
BEAM DIAGRAM
0 5.60 ft
1-- 8.60---1 ft
D 0,68 0.68 kips
L 0.82 0.82 kips
T 1.50 1.50 kips
II 0.7 0.7 in
d 0.54 0.54 kips
1 0.54 0.54 kips
t 1.09 1.09 kips
Factored reactions: D=dead, L.live, T -total, U=uplift. B.bearing length
Unfactored reactions: d 1 t u.
BEAM DESIGN CONDITIONS for LIMIT STATES DESIGN
Load sharinc: No Notches none
Service Dry Treatment: None
Lateral S;:pport Top: Continuous
Lateral S.:pport Bottom: None
DESIGN NOTES
2. Bearing lengths shown assume full width bearing for the selected product
2. Provide lateral support at points of bearing.
3. Do not notch beams at interior supports or at supports under cantilevers.
4 Loads must be applied to the top edge and across the full width of all
plies in the beam. For WSL depths up to 301 -mm (11.7/8") fasten individual
plies together with a minimum of 2 rows of 89 -mm (3.5") long common nails.
For 356 -mm (14") deep WSL, use 3 rows of 89 -mm lone common, nails. Space
nails at 305 -mm. (12") o.c. in each row.
5. For Toads hunq off the side cf the beam, contact Western Archrib to
member capacities and fastening requirements.
6. Do not use these results for floor joists designed in accordance with
Part 9 of the NBCC. Vibration requirements are not checked.
WESTERN ARCHRIII
WESTLAM SOLVER 3 v3.5.0 29 Apr 2002
(File $1)
[Mark fil 84
[Jeb Description[
[Registered User) Western Archrib
PRODUCT SELECTED
BEAM> 5.125 x 14.000 Westlam-17C Spruce -Pine 0 14.936 lbs/ft
BEAM DESIGN SUMMARY
Factored loads (Wfl: 38.64
Factored moment (Mf+): 25.73
Factored moment (Mf-): 35.80
Beam deflection ILL): L/661
Beam deflection (TL): L/509
Allowable
(Vr): 46.97 kips
(Mr.): 45.86 kips -ft
(Mr-): 45.86 kips -ft
(WI L/360
(.:.1: L/240
Ratio
0.823
0.561
0.781
0.544
0.471
SPECIFIED LOADS APPLIED
TYPE
POINT
POINT
POINT
POINT
POINT
UDL
UDL
UDL
UDL
LOAD INTENSITY 1 LOCATION
---DEAD LOAD---4---SNOW LOAD---4-USE/OCC. LOAD -
start end start end 1 start end 1 start end
540.0
1330.0
1950.0
856.0
775.0
225.0
60.0
33.8
60.0
225.0
60.0
33.8
60.0
+
540.0 1
4070.0 1
6140.0 1
2855.0
2582.0 1
750.0 750.0 1
I 160.0
1 90.0
i 160.0
160.0
90.0
160.0
26.500
0.000
15.000
0.000
17.000
17.000 26.500
0.000 6.900
6.900 18.900
18.900 26.500
DOTE: Start and end are referenced from left end of beam diagram.
Point loads are in lbs; others in lbs/ft.
Point Load at 0.00 ft minimum req'd bearing length . 4.5 in
Point Load at 17.00 f: minimum req'd bearing length 1.2 in
BEAK[ DIAGRAM
0 17.30 32.70 ft
1--17.30---1--15.40--•1 ft
D 3.29 7.43 0.97 kips
L 12.33 29.76 2.98 kips
T 15.62 33.15 3.95 kips
B 5.4 6.4 1.0 in
d 2.63 _ 94 0.78 k,pr
1 8.22 17,:7 1.99 kips
t 10.65 23.12 2.76 kips
Factored reactions: D.dead, L=live. T=total, U uplift. B=bearing length
Unfactored reactions: d 1 t u.
BEAM DESIGN CONDITIONS fcr LIMIT STATES DESIGN
Load sharing: No Notches: none
Service: Dry Treatment! None
Lateral Support Top: Continuous
Lateral Support Bottom: None
DESIGN NOTES
1. Bearing lengths shown assume full width bearing for the selected product
2. Provide lateral support at points of bearing.
3. Do not notch beams at interior supports or at supports under cantilevers.
BEST COPY
WESTERN ARCHRIB
WESTLAM SOLVER 3 v3.5.0 29 Apr 2002
(File q]
[Mark 8] B5
(Job Description)
(Registered User) Western Archrib
PRODUCT SELECTED
BEAM> 2 ply 1.563 x 11.875 WSL Spruce -Pine r► 7.771 lbs/ft
BEAM DESIGN SUMMARY
Factored loads (Wf): 10.84
Factored moment (Mf+I: 16.27
Beam deflection (LL): L/443
Beam deflection (TL): L/318
Allowable
(Vr): 24.70 kips
(Mr.): 19.73 kips -ft
(LL): L/360
(TL): L/240
Ratio
0.439
0.825
0.812
0.754
SPECIFIED LOADS APPLIED
+ + i
1 TYPE 1 LOAD INTENSITY ! LOCATION 1
j +---DEAD LOAD ---+---SNOW LOAD-- .-USE/OCC. LOAD-+ j
jj start end j start end j start end ! start end
4 + + + ♦ 4
j UDL 1 170.3 170.3 i 1 454.0 454.0 1 0.000 12.000 j
+ 4 + + +
NOTE: Start and end are referenced from left end of beam diagram.
Point loads are in lbs: others ir. lbs/:t.
BEAM DIAGRAM
0 12.00 ft
1--12.00---1 ft
D 1.34 1.34 kips
L 4.09 4.09 kips
T 5.42 5.42 kips
B 2.4 2.4 in
d 1.07 1.07 kips
2.72 2.72 kips
t 3.79 3.79 kips
Factored reactions: D.dead. L -live, T -total, U uplift. B -bearing length
Unfactored reactions: d 1 t u.
BEAM DESIGN CONDITIONS for LIMIT STATES DESIGN
Load sharing: No Notches: none
Service: Dry Treatment: None
Lateral Support Top: Continuous
Latera; Support Bottom: None
DESIGN NOTES
1. Bearing lengths shown assure full width bearing for the selected product
2. Provide lateral support at points of bearing.
3. Do not notcn beams at interior supports or at supports under cantilevers.
4. Loads must be applied to the top edge and across the full width of all
plies in the beam. For WSL depths up to 301 -mm (11.7/8`) fasten individual
plies together with a minimum of 2 rows of 89 -mm (3.5") long common nails.
For 356 -mm (14") deep WSL, use 3 rows of 89 -mm long common nails. Space
nails at 305 -mm (12•) o.c. in each row.
5. For loads hung off the side of the beam, contact Western. Archrib for
member capacities and fastening requirements.
6. Do not use these results for floor 'Joists designed in accordance with
Part 9 of the NBCC. Vibration requirements are not checked.
INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
.•
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
Date Issued. ,oaed Area Permit No. S.
AGREEMENT
In consideration of the issuance of this permit, the applicant hereby agrees to comply with all `3
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 -A
described structure, the permit may then be revoked by notice from the County Building
Inspector and IMMEDIATELY BECOME NULL AND VOID.
U
Address or
1.;
Setbacks
nt
Si
This Card Must Be Posted So It is Plainly Visibk From The Street Until Final Inspection.
INSPECTION RECORD
Footing -
l- 3-6 z
r
Foundation 9...../4_02,74,
Underground Plumbing Q li,_p ---
Insulation ii -1 /-pL /girl -
Rough Plumbing j,_ 9_d2..:
Drywall j j_1q _d z7 L_
Chimney & Vent
Electric Final (by State Ins or)U710 4!
Gas Piping i j._ -U Z
Final • 3. / .a
i
Electric Rough (By State Inspector) li . ,
Septic Final
Framing, iA,•
(To include Roof in place and Windows
and Doors installed).
otes:
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WIiETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
109 8th Street County Courthouse Glenwood Springs, Colorado.
„E DDO NOT DESTROY THIS CARD
IF PLACED OUTS E -'COVER WITH CLEAR PLASTIC