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GARFIELD COUNTY BUILDING AND SANtTATrON DEPARTMENT
2014 Blake Avenue
Glenwood Springs, Colorado 81601
(303) 945-8241 / (303) 625.3321
t •BUILDING PERMIT APPLICATION
GARFLELD COUNTY BUILDING DEPARTMENT
RECEIVED SEP - ' 1953
Garfield County, Colorado, 1 / , i q u
Owner (t/ PHONE :
Contractor or Builder: () 11 AI t~ 12 S . -__...___
Location: 00 VY tkAch dltS
Purpose for which building is to be used: ► „�v, o J'� AI n.41
Size of Lot:
Distance of building from property line at
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Front: '3O Rear: 160, Left Side:— &0Ri ht Side:
i g
Distance from nearest building: #0 � Number of stories:
Source of water supply:
Type of sewage disposal
Width of building:
I'rarbsed NNw Rhom itox 2y - Ppeff-
Length of building:
Number of rooms:
2
Type of foundation: _�
Material in outside walls:
Exterior finish: E{D S ,
Height of walls: _ ` _ Type of roof:t7
Floor space in square feet: ti q6 1 _s 1 G
Estimated value: $,-ACL t
,,QDate construction will begin: 17 - P3 Fa of pled n ' JJ�L f _ �_3 o p
.� : Permit charge: $
-) •Plan check fee: $
TOTAL: $ 7-0? if
And I/We hereby agree to build strictly to the terms of the above description, and also to clear the grounds and
adjacent street or streets of all rubbish and debris caused by the construction of said building.
Respectfully,
The County Commissioners hereby grant the above permit as per terms therein stated
This day of
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P�.V;•1IT N0._ _ � ADDRESS __ T 01;NC R/ CUN I���{ H THE -�
THE FOLLOWING ITEMS HAVE EITHER BEEN OMITTCD FROM YOUR PLANS OR DID NOT _ .'1PL 'JIT
PROVISIONS OF THE UNIFORM BUILDING CODES. PLEASE CHECK ALL "x"ed ITEMS fBEGINNING
CONSTRUCTION. All references are 1982 UBC unless otherwise noted.
R
Structural concrete for footing and foundations and load bearing slate oil grade is
is required to be 3000 PSI within 30 days. 2604(c)E and Standard 2E-1 Nw.
2. Reinforcement steel for footings: 2#4 rebars continuous
for foundations: 2#,4 Rebard at top & bottom of wall
3. Frost protection for footings: 30" minimum to the TOP of the footing. 2907(x)
4. Foundations shall extend at least 6 inches above grade. -2907(a)
5. Provide for the drainage of surface/runoff water away from the building. 2905(f)
6. Foundation plates on mud sills shall be redwood or pressure treated wood. 2516(c)3
7. Foundation plates shall be bolted to the foundation with anchor bolts a minimum of
1/2" x 7" - 6 feet on center; 1/2" x 15" in unreinforced grouted masonry. 2907(e)
Solid blocking is required between joists at all bearing points. 2518(d)3
9. W't --joists @ 24" on center: minimum plywood thickness allowed is 3/4". Table 25-R-1
.--.-10 e insufficient for the spans: Minimum X -O.C. Table 25,-U-J--1
11. eam insufficient for loads/spans X MINIMUM size allowed. Tables 25 and 2304
12. A glu-lam or a steel beam is required at Tables 25 and 2304
1 . All walls bearing two (2) floor loads are required to be a.minimum of 3 x 4's or 2 x 6
studs with a maximum spacing of 16" on center. 2518(g) 1,3
14. Shear bracing required: both sides of each corner and every 25 lineal feet. 2518(9)5
15. Brick ties; 1�� x 22 gauge, spaced a minimum of 16" on cneter each way. UBC Standard 30
16. Ceiling/floor headroom is required to be a minimum of 7'6" in all rooms except kitchens,
halls, bathrooms and storage areas which may be a minimum of 7'0". 1207(a)
17. Minimum stairwell headroom measured from the nosing of tread is 6'6". 3305(p)
18. ALL.STAIRS: MAXIMUM rise - 7 1/2"; MINIMUM run - 10"; MAXIMUM overall variation within
a flight of stairs is 3/8". 3305(c) (RESIDENTIAL EXCEPTION - 8" Rise & 9" Tread).
19. Minimum width of stairways in a single -family dwelling is 30". 3305(b)
20. Handrails: minimum height - 30"; maximum height - 34", handgrip portion shall be not
less than 1 1/4" or more than 2 inches in cross sectional area. 3305(j)
21. Residential guardrails: minimum height -36 ".
Open guardrails and stair railings shall have a pattern such that a sphere 6" in
diameter cannot pass through. 1711 (EXCEPTION -ISOLATED COMMERCIAL MAY BE 12")
s22. Underfloor/crawl space ventilation is required. 2517(c)6
23. Access to underfloor areas shall be a minimum of 18" x 24". 2516(c)2
24. Windows in unfinished basements: 4' x 4' with a maximum sill height of 44" or area
used for storage only and plans marked "STORAGE AREA ONLY". 1204 (Item 26, below)
25. Windows located within 18" of the floor and 18" or wider are required to be tempered
or protected. 5406(d)6 & 7
26. EVERY bedroom below the fourth (4th) floor without a door opening to the outside shall
have a least one window that meets the following requirements:
MAXIMUM sill height: 44 inches
MINIMUM net clear opening width: 20 inches
MINIMUM net clear opening height: 24 inches
MINIMUM net clear opening: 5.7 square feet 1204
27. Provide combustion air for furnace/water heater. UMC 607
28. Provide floor drain for water heater or pipe P & T relief valve to the outside of the
building. UPC 1007
29. Furnace and water heater must each be removable without moving the other. UMC 703
30. Each water closet shall have minimum clearances of 24" in front and 30" width (15' center
line to nearest sidewall). Sec 511
31. Bathrooms without windows shall be equipped with a fan vented to outside air. Sec 705
32. Attic access required; minimum opening: 22 x 30 inches. 3205(a)
33. Fireplace hearth: minimum depth in front of opening is 16 inches, sides 8 inches., 3707(
4. Attic ventilation required; minimum 1/150th of the vented space. 3205(c)
35. One hour firewall with a self closing 1 3/8" solid core door is required between the
house and the garage. 503(d)
36. A "wired in" electrical smoke detector is required in all bedroom access areas; for
second story bedrooms, locate the detectors at.the_-top of the stairway. Any other
alarm trips other alarms. 1210(a)
37. Headers over
-�-a/doors & windows will be on edge. Sec 2517(g)5
38.
39.
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41.
42.
I AGR TO COMPLY WITH THE ABOVE REQUIREMENTS.
DATE-.Z3