HomeMy WebLinkAbout4823 04823
GARFIELD COUNTY
- _ - BUILDING, SANITATION and. PLANNING DEPARTMENT
109 8th Street Suite 303
Glenwood Springs, Colorado 81601
(303) 945-8212
Job Address 5347 County Road 100, Carbondale
Nature of Work Building Prmit
Use of Building Guesthouse .
Owner Phil Miller
Cr ltractor Eellc /Stewart Construction, Inc.
Amount of Permit: $ 437.25 Date: July 14, 1993
Permit: 265.00
Plan : 172.25
S. Archuleta
White - Treas. Clerk
Canary- Office
Pink- Applicant
Gold - Duplicate
W
�) - . GARPIELll COUNTY I]
Ju � ' b �7T3 APPLICATION FOR BUILDING PERMIT /�
F 77 PERMIT NUMBER L 3
R p
- - - please print or. type DATE 7 � T '/
AsempfZeriatehrc
TO BE PILLED OUT BY APPLICANT PLOT PLAN
ADDRESS 5'/ !`/ ,=` r Z I NOTE: Show easements, property line dimension:
SyB6 si-eN 6 L. W -t l. r - all other structures, specify north, and streei
FILING # LOT # I BLOCK # name. For odd shaped lots, or if space is
a TAX SCHEDULE # too small, provide separate plot plan.
LEGAL (SEC /TWN /RNG) # OF BUILDINGS NOW ON PARCEL 0
r4 NAME USE OF BUILDINGS NOW ON PARCEL
Z MAILING ADDRESS 0 00 2 le 'J /J / /D
o CITY .9 0 ' I PHONE .W A 65Y' / (y4 /0 0 / !"'
NAME C P J "r r ee G S 59 3
M ADDRESS ✓ 'i CITY (7Gjta,tic/44_ S 6 - 3 3 / /, / // � , /7 �/
x o NAME _Amor- -„4-,f7 /;0.-.6
� y�b�'-"�'� `':P o C.
v ADDRESS /L U t / / _9�/ vbb
CITY - ,4t `la/- c --
6 I WORK
7. - 2p O K LICENSE 1 • „
\/ CLASS OF WOR
NEW X ALTERATION _ ADDITION
DEMOLISH REPAIR _ MOVE
MOBILE HOME (make /model)
S.F. OF BUILDING /`70/, S.F. OF LOT - /Cr ,r
# OF FLOORS _ HEIGHT .
# OF FAMILY UNITS r # OF BEDROOMS T o S t ir pWo 1''< W3 - ol 90
INTENDED USE OF BUILDING
GARAGE: SINGLE DBL CARPORT: SINGLE DBL FRONT PROPERTY LINE
FIREPLACE '
DOCUMENTS ATTACHED _ STREET NAME /ROAD NUMBER
WATER SUPPLY CHECK IF CORNER LOT _
DRIVEWAY PERMIT DESCRIPTION OF WORK PLANNED &(,C'e$fh0(/Se
SITE PLAN
BUILDING PLANS
SANITARY SEWER CLEARANCE I hereby acknowledge that I have read this
ON SITE SEWAGE DISPOSAL PERMIT application and the above is correct and I
OTHER DOCUMENTS (specify) agr -- to comply with a 1 /ounty ordinances
an. ##tate 1 -ws r -yul. d , building constructic
��L • • ®� "t X ,
r L
SICNATUR' r
FOR OFFICE U'' ONL'
VALUATION FLOOD HAZARD
PERMIT FEE $ 2', PLAN CHECK FEE $ /4;7?1 ,
, '. CERTIFIED BLDG ELEVATION
TOTAL FEE $ :,; :.. )3 SCHOOL IMPACT FEE $.700 QO SPECIAL CONDITIONS }4 ' co" klercL 4ie0t
DATE PERMIT ISSUED Petr*rttep Fro^1 Sflcr1 r liI
ZONING DISTRICT PROBLEMS WITH PERMIT
TYPE OF OCCUPANCY ,f -,- _
TYPE OF CONSTRUCTION -11 ADDITIONAL INFORMATION NEEDED
S.F. OF BUILDING "'».- S.F. OF LOT
MAX. HEIGHT j/' ROAD CLASS. CERTIFIED BY COLORADO REGISTERED LAND SURVEY(?)
SETBACKS FROM PROPERTY LINE: FRONT OR ENGINEER
REAR RIGHT _ LEFT
OFF STREET PARKING SPACES REQUIRED
/AV as In* 6 APPROVED: l r' Z ' / 9..._ � APPROVED: 1L '�, 6 -Z zio
77I/ ING DEPARI'ME`,f 'ATE PLANNING, DEPARTMENT DATE
PERMIT # OWNER�t III / I1 LOCATION C K ioz
CONTRACTOR
THE FOLLOWING ITEMS MAY HAVE BEEN OMITTED FROM YOUR PLANS OR MAY NOT COMPLY WITH
TILE PROVISIONS OF THE UNIFORM BUILDING CODES. PLEASE CHECK ALL CIRCLED ITEMS
BEFORE BEGINNING CONSTRUCTION. ALL REFERENCES ARE 1988 EDITIONS OF THE CODES. TWO
THESE ITEMS DWELLINGS) AND R ARE NOT (
ALL INCLUSIVE OF TILE CODE REQUIREMENT AND
S, BUT MEANT I AS
A GUIDE TO SOME OF THE MOST OFTEN ENCOUNTERED QUESTIONS RELATED TO CODE
SITE DURING FOR ANY O SHALL
REQUIREMENTSOFTSIHNATIONAL ELECTRICAL CODE TE DURING CODE
CONTACT THE COLORADO ELECTRICAL INSPECTOR.
THERE SHALL BE A FINAL INSPECTION AND APPROVAI. OF ALL BUILDINGS AND STRUCTURES
WHEN COMPLETED AND READY FOR OCCUPANCY AND USE - UBC SEC. 305 (d).
1i Concrete for foundations and load bearing slabs is required to be 3000 psi
in 28 days - UBC Chapter 26. Mortar and grout shall be in accordance with
UBC Chapter 24 6 Table 24 -A and 24 -B.
! • 2. Masonry units, mortar, and grout shall be protected during cold weather in
accordance with UBC Sec. 2404 (c). Concrete shall be protected during cold
or hot weather in accordance with UBC Sec. 2605 (f) and (g)'.
3.. Minimum concrete and /or masonry foundation reinforcement requirements are
shown on the attachment. (Note: these minimums apply only if a foundation
soils investigation is not performed and the soils are assumed to have an
expansion index of 20 or less and footing loads less than 2000 lbs /linear
foot - UBC Sec. 2904 (a) and (b) and Sec. 2906.
® Foundation frost protection is 30" from finished grade to top of footing -
UBC 2907 (a).
Foundations shall extend a min. of 6" above finished grade - UBC 2907 (d).
Provide for the control and drainage of surface water away from the building II
- UBC 2907 (f).
7.0' Foundation walls enclosing a basement below grade shall be damp - proofed on
the exterior with approved materials - UBC Sec. 1707 (d).
8.✓ Foundation plates or sills shall be redwood or pressure treated wood (UBC -
2516 (c)), and shall be bolted to the foundation with not less than 1/2" dia
bolts embedded at least 7" into concrete or masonry, spaced not more than
6 feet apart, min. of 2 bolts per piece and within 12" of each end of piece
- UBC 2907 (f).
0 Exterior concrete or masonry piers shall extend 8" min. above grade unless
the posts or columns which they support are treated or decay resistant wood.
Columns and posts located in basements shall be supported by concrete piers
or metal pedestals extending 6" min. above earth and 1" min. above floor
unless treated or decay resistant wood - UBC Sec. 2516 (c) 4.
El, Manufactured trusses, and manufactured joists and beams (i.e. TJI /Micro-
Lams, SCI /Versa -Lams, Glu -Lams, etc.), shall be sized and installed in
accordance with the manufacturers requirements.
i1.4 Wood joists or floor beams located closer than 18" or wood, girders closer
than 12" to the ground in crawl spaces shall be treated or decay resistant
wood - UBC Sec. 2516 (c) 2.
12.t * Girders supported by masonry or concrete shall have 1/2" air space at top,
sides, and ends unless treated or decay resistant wood - UBC Sec. 2516 (c)
5. Ends of beams and girders shall have min. 3" of bearing on masonry or
concrete - UBC Sec. 2517 (c).
13. Floor joists under and parallel to bearing partitions shall be doubled UBC
2517 (d) 5.
® Floor joists require full depth solid blocking and must lap a min. of 3"
over bearing supports - UBC 2517 (d) 3.
15. Beams, roof rafters, and ceiling and floor joists shall be supported
laterally in accordance with UBC 2506 (h).
16 Columns, posts, beams, and girders shall have positive connections provided
to ensure against both uplift and lateral displacement - UBC Sec. 2516 (m).
17. Ends of floor joists shall have 1 1/2" min. bearing on wood or metal and no
less than 3" on concrete or masonry - UBC Sec. 2517 (c) and (d) 2.
18. Notches on the ends of floor joists - max. 1/4 joist depth. Bored holes not
within 2" of top or bottom of joist and hole diameter no larger than 1/3
depth of joist. Notches at top or bottom shall not exceed 1/6 depth and not
located in middle 1/3 span - UBC Sec. 2517 (d) 3.
19. Floor joists and /or roof rafters are insufficient for the span - UBC Table
25 -V -J -1 and UBC Standards.
20 Roof live load (snow load) shall be 40 psf below 7,000 feet elevation - UBC
Sec. 2305 (d) -dead loads shall he as required in UBC Sec. 2305.
21Y Floor live load shall be 40 psf - UBC Sec.2304 (a) and 'fable 23 -A -1 - dead
loads shall be as required in UBC Sec. 2304.
22. Basic wind speed shall be 80 mph - UBC Sec. 2311.
23. ✓Headers over wall openings 4' wide or less shall be doubled 2" framing
lumber on edge. Over 4' wide the header shall be sized for the span - UHC
Sec. 2517 (g) 5.
24.0Bearing walls supporting two floor loads are required to be a min. of 3" x
4 "or 2 "x 6" studs with a max. spacing of 16" on center -UBC Sec. 2517 (g) 1.
25. Wood studs may be cut or notched to a depth not exceeding 25% of width in
exterior walls and bearing partitions and not exceeding 40% of width in non-
bearing partitions - UBC Sec. 2517 (g) 8.
26. Wood studs may have bored holes no greater in diameter than 40% of stud
width, 60% of width of doubled studs (but not more than 2 successive doubled
studs). No holes shall be bored nearer than 5/0" to edge of stud - UBC Sec.
2517 (g) 9.
("2 Wall bracing required both sides of each corner and every 25 lineal feet -
the braced panel must be a min. of 48" in width perpendicular to studs - UDC
Sec. 2517 (g) 3.
Q Approximate min. insulation values are R -19 walls, R -25 roofs, and R -11
floors over unheated space - see plans for more specific requirements -
"Colorado Energy Conservation Standards."
29.0 plastic insulation shall be separated from the building interior,
including attics and crawl spaces, in accordance with UBC Sec. 1712. Other
insulation (including duct and plenum insulation and coverings per UMC
Chapter 10) including facings shall meet the requirements of UBC Sec. 1713.
30.8 Masonry and stone veneer units (5" max. in thickness) shall have min. size
of No. 22 gauge by 1" gals. metal ties or No. 9 gauge galv. wire ties and
spaced to support not more than 2 sq. ft. of wall area but nbt more than 24"
on center horizontally. When applied over stud construction, the studs
shall be max. of 16" on center. Approved building paper must be applied
over the sheathing or studs - UBC Sec. 3006 (d).
OD Ceiling height is required to be 7'6" in all rooms except kitchens, halls,
bathrooms, and storage areas which may be 7'0" min. - UBC Sec. 1207 (a).-
Min. stairway headroom clearance is 6'8" - UBC Sec. 3306 (p). _ --
Min. stairway width is 36" - UHC Sec. 3306 (b) and min. landing dimension
in the direction of travel must also be 36" - UBC Sec. 3306 (g).
Stairways min. run 9 "; max. rise 8 "; max. variation in rise and run 3/8" -
UBC Sec. 3306 (c). r _
g ,S Enclosed usable space under interior and exterior stairways shall be
protected on the enclosed side as required for one -hour fire- resistive
construction - UBC Sec. 3306 (m). Fire stops shall be provided in
accordance with UBC Sec. 2516 (f) 2c.
CI? Stairway handrails: min. height 34 "; max. height 38 "; handgrip portion shall
be not less than 1 1/2" nor more than 2" in x- section dimension. Min. of
one handrail required on all stairways with more than three risers. Min.
1 1/2" space required between wall and handrail - UHC Sec. 3306 (j).
37 Guardrails of 36" min. height shall be installed at unenclosed floor
openings and open sides of stairways, landings, ramps, decks or porches more
than 30" above grade or floor below. Open guardrails shall have a pattern
such that a sphere 6" in dia. cannot pass through - UBC Sec. 1711.
38.8 Under -floor (crawl space) cross ventilation is required equal to 1 sq. ft.
for each 150 sq. ft. of under -floor area - UBC Sec. 2516 (c) 6.
39.0Under -floor areas shall be provided with a min. 18" by 24" access opening -
UBC Sec. 2516 (c) 2. 30" by 30" min. if mechanical equip. in under -floor
area - UMC Sec. 709.
40 All sleeping rooms below the fourth story without a door opening to the
exterior shall have at least one operable window that meets the following
requirements: MINIMUM clear opening: 5.7 sq. ft.
MAXIMUM sill height: 44"
MINIMUM net clear opening height: 24" (x34 1/4" = 5.7 sq.ft.)
MINIMUM net clear opening width: 20" (x41" = 5.7 sq. ft.)
This also applies to basement sleeping rooms - UHC Sec. 1204.
41.8' Glazing in hazardous locations as defined in UBC Sec. 5406 (glazing in doors
and adjacent to doorways, and glazing in windows located within 18"
vertically of a walking surface) shall be safety glazed or protected.
42. Glass in sloped glazing (more than 15 from the vertical) and skylights
shall meet the requirements of UBC Chapter 34. Skylights and roof and wall
panels of light- transmitting plastics shall meet the requirements of UBC
Chapter 52.
Provide combustion air for fuel burning equipment per UMC Chapter 6.
44 Pressure relief valves and /or combination pressure /temperature relief valves
shall be provided with a drain line to a floor drain with min. 1" air gap
or extended to the exterior of the building - UPC Sec. 1007.
45. Domestic dishwashing machines shall not be directly connected to a drain or
waste disposer without the use of an approved airgap - UPC. Sec. 608 (d).
46. Fuel burning appliances shall not be located in any room used or designed
to be used as a sleeping room, bathroom, or closet or any enclosed space
j opening into such room or space* UPC Sec. 1309 and UMC Sec. 704 (unless
listed for such use).
47. Appliances (including space heating and water heating equipment) shall be
accessible for repair and removal in accordance with the UMC.
i 48. LPG fueled appliances shall not be installed in a pit, under -floor (crawl)
space, or basement - UMC Sec. 504 (f).
49. Appliances located in a garage (or in an enclosure opening into a garage)
shall be located out of the normal path of vehicles or protected from
damage. Any portion of the appliance creating a flame, spark or glow shall
be installed a min. of 18" above the garage floor - UMC Sec. 508.
0 - 0; Each water closet stool shall be located in a clear space not less than 30"
in width and 24" in front of stool - UBC Sec. 511 (a).
CD Toilet rooms without operable windows shall be equipped with an exhaust
system ducted to the exterior - UBC Sec. 1205 (c).
52) Showers and Tub /Shower enclosures shall have a smooth, hard, nonabsorbent
surface to a height of 70" min. above the drain inlet - UBC Sec. 510 (b).
Water - resistent gypsum board shall not be used over vapor barriers, in
saunas or steam rooms, or on ceilings - UBC Sec. 4712.
O Attic access opening of not less than 22" by 30" is required - UBC Sec. 3205
(a). 30" by 30" if mechanical equip. in attic space - UMC Sec. 708.
derio Enclosed attic and rafter spaces shall have cross ventilation of min. 1 /150
of the area of the space ventilated. The area may be 1/300 if provided
equally at lower and upper portions of the space with min. 3' vertical
separation of locations - UBC Sec. 3205 (c). 1,1,( -)1
C 55 Garage side of common wall between living space and garage'shall be finished
with materials approved for one -hour fire- resistive construction. This also
applies to ceilings and bearing walls if living space above the garage.
Self Closing min. 1 3/8" solid , tight fitting door is required between Louse and
garage UBC 503 (d) 3.
56. Electrically wired, interconnected smoke detectors are required in all
sleeping room access areas, near the top of stairways in upper levels, and
near the bottom of stairways to basements - UBC Sec. 1210 (a).
57. Wood stoves and factory built chimneys, and manufactured fireplace units and
venting systems shall be installed in accordance with the manufacturers
listing requirements and inspected during installation UMC Chapter 9 and UBC
Chapter 37.
58. Masonry and concrete fireplaces and barbecues shall meet the requirements
of UBC Chapters 23, 24, 26, 27 and 29. A chimney shall not support any
structural load other than its own weight unless designed as a supporting
member - UBC Sec. 3703 (a).
59.
60.
COPIES OF THE ITEM(S) CHECKED BELOW ARE ATTACHED (Copies of any of the items
above or below are available upon request).
Excavations, fills, foundations, and retaining walls - UBC Chapters 23 and
29.
Retaining walls - UBC Sec. 2308 (b) and 2907 (g) 4.
Roof coverings and drainage - UBC Chapter 32 (Roof drains sized in
accordance with UPC Appendix D).
Roof sheathing - UBC Sec. 2516 (1).
Wood combined with (supporting) masonry or concrete - UBC Sec. 2515.
Floor sheathing - UBC Sec. 2516 (h).
Wiring in plenums - UMC Chapter 10 and NEC.
Fire and draft stops - UBC Sec. 2516 (f).
_ Nailing requirements for connecting wood members - UBC Sec. 2516 (j).
Enclosure of elevator, vent, and dumbwaiter shafts, and clothes and rubbish
chutes - UBC Sec. 1706.
Exterior wall coverings and exterior weather protection - UBC Sec. 1707 (d)
and 2516 (g).
_ Interior application of gypsum wallboard and interior and exterior
application of lath and plaster - UBC Chapter 47. Manufactured wall and
ceiling covering systems (simulated stucco, etc.) shall be installed in
accordance with manufacturers requirements.
Landings and floor level at doors - UBC Sec. 3304 (1).
Cross connection control and back flow prevention - UPC Sec. 1002 and 1003.
Treated Wood Foundation Systems - UBC Standard 29 -3.
erry
ree rle, P. E
C
w.
onsulting Engineer
F g
Kerry Karnan
46 North 4th Street
Carbondale, Colorado 81623
(303) 963 -1049
Mr. & Mrs. Phillip Miller
0500 County Road 102
Carbondale, CO 81623
June 7, 1993
RE: Barn & studio (hereinafter referred to as "Project ")
Dear Ptrilp-& ,alit'
As you requested in May at the call of your contractor,
Gary Belk, three inspections of the project were conducted.
The purpose was to insure compliance with plans.
Soil conditions appeared to meet design criteria,
consisting of a clay sand & gravel mix; type sc by The
Unified Soils Classification System allowing 4000 psf.
bearing capacity for this type soil. The value excedes the
assumed bearing capacity for the design and the soil base is
acceptable.
Footing steel and forms were inspected prior to pouring
concrete. It was observed that footing steel was properly
placed using bar seats. Overlaps were adequate as was the
placement and size of reinforcement. An extra # 4 Rebar was
observed to run continuous in the footing to provide a
center support for the vertical reinforcement. This resulted
in 3) #4 continuous in the footing.
Prior to pouring the concrete walls I was notified to
inspect for wall rei: r--- -ment. The wall steel was found to
comply with plans, & concrete forms were braced plumb & true.
The walls were found to be adequate after the pour with
no honey combing, and backfilling was authorized.
Sincerely,
Kerry M. Karnan
Design Engineer
STRUCTURAL • 963 -1049 • CIVIL • 641-3342 • CONSULTING ENGINEER
b reeneerry , P.E. fr�
Consulting Engineer S E
M 9
Kerry Karnan
46 North 4th Street
Carbondale, Colorado 81623
(303) 963 -1049 \ 0611 11 I 1 881// / , J
■ • O;
•
DESIGN LOADS Prig 10786 w�
Few ti
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1. Roof snow load = 60 P.S.F:/,(Basic) * 7 1 , % /
Floor live load = 40 P.S.F. ° iy O FC�ypPPo \`
III 1 \1 \ \ \\
MISCELLANEOUS
-47
1. The contractor shall coordinate the location of openings,
drains, inserts, depressions, etc., with architectural, mechanical
and electrical drawings.
2. The contractor shall check and verify all dimensions shown on
structural drawings with those shown on architectural and existing
field conditions.
3. The contractor shall notify the architect of any discrepancies
between architctural and structural drawings and receive written
clarification before proceeding with work.
FOUNDATION DESIGN
1< Design of individual and continuous footings is based on an
allowable maximum bearing capacity of 2,000 P.S.F.
2. Design of retaining walls is based on an equivalent fluid
pressure of 40 P.C.F. (Reference above soil report).
3. Footings shall bear upon undisturbed soil or concrete fill,
below frost depth.
4. Call for engineer's inspection prior to forming footings.
Excavations, foundation bearing strata, retaining wall backfill,
and compacted fill shall be observed by the engineer.
5. Foundations shall be the exact size and spacing shown on the
drawings.
6': Excess excavation under neat line of footings shall be
backfilled with a minimum of 3,000 P.S.I. concrete.
7. Backfill to be placed against both sides of walls simultaneously
until their respective finish grade elevations has been reached.
STRUCTURAL • 963-1049 • CIVIL • 641 -3342 • CONSULTING ENGINEER
8. Do not backfill against basement walls until basement slab and
upper supporting floors are in place or adequate bracing is
provided.
9. Call for engineers's inspection and report upon foundation
excavation.
REINFORCED CONCRETE
1. Concrete design, materials and workmanship shall conform to (ACI
318 -77) "Building code requirements for reinforced concrete ".
2. Structural concrete shall have a minimum 28 -day compressive
strength of 3,000 P.S.I., for foundations, and 4,000 P.S.I. for
retaining walls, and shall be proportioned utilizing type I cement.
REINFORCINING STEEL
1. Detailing, fabrication, and placement of reinforcing steel shall
be in accordance with the manual of standard practice for detailing
reinforced concrete structure ( ACI 315, latest edition).
2. Reinforcing bar shall conform to ASTM A 615 and shall be grade
60 for all retaining walls and grade 40 for foundations.
3. All corner bars, continuous bars in walls, slabs, and footings
shall be lapped 36 bar diameters. Welded wire fabric shall be
lapped a minimum of one full mesh plus 2 ".
4. Except as noted on the drawings, minimum concrete cover for
reinforcement shall be in accordance with ACI 318 -77.
5. Welded wire fabric shall conform to ASTM A- 185 -75.
6. Supply an adequate bond breaker such as 30 LB. felt between
walls or grade beams and interior slabs, 1/2" expansion joint at
exterior paving slabs.
7. Place one #5 bar in each face around all openings, project 2' -0'
past opening.
8. Control and construction joints in slabs on grade shall be
spaced to enclose no more than 400 square feet with a maximum of 22
feet in any one direction.
WOOD
1. All wood framing, construction and materials, shall conform to
the "National design specification for stress grade lumber and its
fastenings ", latest edition, and to the "Uniform Building Code ",
latest edition.
2. Lumber framing members shall conform to the following grades and
species unless noted otherwise on plan.
Joist, rafters & 2x6 Studs Doug -Fir- No. 2 Grade or Better
2 x 4 Doug -Fir- STD. Grade or Better
Blocking, Nailers & Ledgers Doug -Fir- No. 2 Grade or Better
8 x 10 posts or beams Doug -Fir- No. 1 Grade or Better
3. Contractor shall provide framing clips, hangers, & framing
anchors necessary to erect a rigid framework of sufficient strength
to resist design vertical & late al forces required by the uniform
building code, latest edition
4. All walls shall be framed solid at beam & colum bearing with
both top & bottom of beam or column anchored securely.
5. Roof sheathing shall be 1/2" C -D structural I or II with
exterior glue. Nail with 8D at 6" 0.C. at panel edges, & 10" O.C.
intermediate members. Panel index 48/24.
6. Glue laminated members shall have stress values of combination
symbol, 24F -V4, Doug -Fir, or 24F -V8 for cantilevered members. Ail
members shall have standard (2,000 radius) camber unless noted. //DD
7. TJI joists & micro -lams are brand names of trus joist
corporation of boise, Idaho & shall be installed according to trus
joists corporation's standards & specifications. 0
8.Laminated Veneer Lumber,( LVL ) shall have fiber bending stress
of 2,800 P.S.I. and shear stress of 285 P.S.I.
•
•
9. Built -up posts & beams shall be glued & nailed with minimum of
2/16D at 16" O.C. for lumber up to 2 x 6, 3 -16D at 16" O.C. for
lumber up to 2 x 10 & 4 -16D @ 16" O.C. for 2 x 12 or equivalent
micro -lam.
10. All beams & headers shall have a single 2 x trimmer providing
support at each end unless noted otherwise on plan.
11. Minimum nailing shall conform to table 25 -Q, 1988, Uniform
building code, unless greater nailing is noted on drawings.
12. Premanufactured framing connections shall be by Simpson Co. or
approved equal, or 3/16" bent plates or angles with 5/8" M.B. at 3"
O.C. approved by engineer.
13. Provide for continuous posts from concentrated beam loads to
foundations, including solid blocking at floor planes.
14. The allowable loads and installation of timber connectors shall
be as set forth in U.B.C. standard no. 25 -17.
15. Notching or cutting of any structural member is prohibited
unless specifically detailed on the structural plans.
PLYWOOD
1. Plywood shall APA graded panels complying with PS 1 /ANSI A199.1
for the type of applications indicated.
•
Wils
Building
Basa
47 Original CO 81621 Lane Consultants l ne
(303) 927-9845
July 2, 1993
Mr. Art Hougland
Building Inspector
Garfield County Regulatory Offices & Personnel
109 8th St.
Glenwood Springs, CO 81601 -3303
Re: Plan Review - Miller Guesthouse (5347 County Road 100)
Dear Art,
A review of the plans, filed with the referenced building permit
application, for conformance to UBC requirements and local amendments
thereto, is complete to a level customary for the trade. Permit approval
allows the construction of a new, R- 3/M -3, mixed - occupancy building
described as:
Ground Level- Barn, with 5 stalls
Upper Level- "Efficiency dwelling unit ", with 1 full Bathroom and
Kitchen Area
Occupancy Group: R -3/M -3
Type of Construction: V -N
No. of Stories: 2
Building Height: 21 ft.
Square Footage - Finished: 1979 Unfinished: n.a. Garage: n.a.
Except for the following, and the "red- lined" references to your
departmental plan review checklist noted on the plans, which are expected
to be field enforced, the design reasonably conforms to minimum
requirements of the UBC:
1. Because there were no appropriate regulations applicable to the
proposed structure, UBC Appendix Chapter 11 was applied to the "barn"
, Mr. Art Hougland
July 2, 1993
Page Two
portion of the building as a nationally recognized minimum standard. With
a dwelling unit designed above the barn, it is no longer a structure
intended exclusively for agricultural use, and construction should therefor
be regulated.
2. UBC Table A -1 1 -B requires a one - hour fire resistive occupancy
separation between An M -3 and R - 3 occupancy groups, Details of such a
separation were not shown on the plans. The requirement was reviewed
with the contractor, who indicated an understanding of the requirement
and a willingness to comply with a one -hour fire resistive floor /ceiling
assembly, supported by either one - hour fire protected posts and beams or
"heavy timber" construction.
Approval of the plans is recommended and, upon verification of compliance
with local regulations outside the scope of the UBC, issuance of the
building permit. If there are any questions regarding this "approval ",
please call me. Thank you for the opportunity to serve your Department,
Sincerely,
ry r<Q...5____
James J. Wilson
President
T._
i t • • •• • ••••••• ••••
- CERTIFICATE OF OCCUPANCY
IV_ 212 BUILDING DEPARTMENT - -
GARFIELD COUNTY, COLORADO
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r " No change lu nw nnecemr of occupancy ate Issued Without Fee
building shall be made withoo1 Certificate n Certificate
t o nenar NBC Sec. 502) —.—
_ _Qpsgmhe�II 19 93
Permission is hereby granted to_ Rilil Miler
• 1. Building Permit No. 4823 _ Zone District_ A /R /RD
situated at �_. 5347 County Road 100, Carbondale _ Lo[ _.._ Bk. .Addition _ _..—
• for the following purpose ;ueethauan (State Nature of Use)
C ontractor Belk /Stewart Construction, Inc.
or f\ Cep e,le o le or ofoty shl al nm x ' I P provnl
rmep � nr co f le °r of ml er °m,n ,rc rn '.I t
Icc presuming togvc authority la violate cancel t � GARFIE0 E tLOM � G0E9 N'N T
"G rC ftn ode or°tethero Jnnncci of tla jurisdiction snail not M val'J
I s(UBC Sac. 307(a)). �N I '
While: Owner Groom Lending Agency Yellow: Building Deportment Plnk: A.nsesnof Geld: Ceniraclnr
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BUILDING PERMIT
A FIELD COUNTY COLORADO
Date Issued/ . / _. __ Zoned Are / / ` . Permit No.. ..
AGREEMENT
In consideration of the issuance of this permit, the applicant hereby agrees to co 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 escribed structure, the permit may then be revoked by notice
from unt B 1 ecto a ' IMMEDIATELY BECOME NULL AND VOID,
Use
Alf
Addres Legal Description
��p t r
As i
Own • ! +� Contractor 41 " ii il
Setbacks Front Side Side Rear
This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection.
INSPECTION RECORD
Zoning Roof Covering
Footing
Foundation l 9162.S
Plumbing - Underground , S 6 -1 - i- dot-- Ackc
Gas Piping ) Heating Ventilation
Frame Insulation
Plumbing-Rough
k' , - %, Drywall
. Final ? 7, 93 IiIr
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING —
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
Phone 945 -8212 109 8th Street, County Courthouse, Glenwood Springs, Colo.
BY
APP O E D
e � ,' �� „+ Y`�
Date o
�� oc
IF PLACED r
ACED OUTSIDE COVER WITH CLEAR PLASTIC
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