HomeMy WebLinkAboutApplication- Permit• rr
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GARFIELD COUNTY
BUILDING, SANITATION,
and PLANNING DEPARTMENT
109 8th, Street, Suite 303
Glenwood Springs, CO 81601(970) 945-8212
No. 7238
Job Address) `� / T 44 rag i �Q� i Woetc)/(12..ttoe4W-46444_,;
Nature of Work
Building Permit
Owner
Coatractor�O Q 0,44,47M1
Amount of PermitS 308.9 4 `' Date
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Clerk
GARFIELD COUNTY BUILDING PERMIT APPLICATION
GARFIELD COUNTY (OLENWOOD SP'R1NOS) COLORADO
TELEPHONE: (970) 9434212
Applicant to complete Numbered Timm Only,
—201� ^ , INSPECTION LINE: (970) 945-91 59
PERMIT NO. ay PARCEL/SCHEDULE NO.
JOB ADDRESS:
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NOTICE
A SEPARATE ELECTRICAL PERMIT IS REWIRED AND LRAM BE ISSUED BY 711E STATE OF
COLORADO
1 POW BECOMES NUIl. AND VOID 1P WORK OR CONSTRUCININ AUTHORIZED
11 NOT COMMENCED WfT1HN 110 DAYS, OR IP CONSTRUCTION OR WORK 1S
SUSPENDED OR ABANDONED FOR A PERIODOF 110 DAYS AT ANY TUE AFTER WORK
1SOp1.I ENCLD.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMD431) THIS APPLICATION AND
KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
GOVERNING! TIM Ti TYPE OF WORK WILL BE maw) wait WHETHER SPECIFIED
HEREIN OR NOT: THE GRAMM OF A PERMIT D083 NOT PRESUME TO GIVE
AU1H • TO VIOLATE OR C : r i PROVISIONS OF ANY (811IER STATE OR
LOC 1 LAW REOULA • CON• •N OR ME PERFORMANCE OF
.400 4
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AGREEMENT
PERMISSION IS HEREBY GRANTED TO 71l8. APPLICANT AS OWNER, CONTRACTOR AND40R THE AGM OP THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS
DETAILED ON PLANS ANDSPEC1PICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT.
IN CONSIDERATION OF 714E ISSUANCE OP IRIS PERMIT, THE SIGNER HEREBY AL*E8S TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ABOPTEI} BY
GARFIELD COUNTY PURSUANT TO AUfllORT1Y GIVEN IN 30.11.101 CRS A8 AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES AAE NOT FULLY
COMPLIED WITH IN THE LOCATION. ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTX'B FROM TTS
COUNTY ANDTHAT THEN AND WERE ft SHALL BECOME NULL AND VOID.
THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND Ol1MER DATA SHALL NOT PREVENT THE BUILT** OFFICIAL FROM THEREAFTER REQUIRING 1118
OURRPd" YION OF ERRORS IN SAID PLANS, SPECW)CAT1ONB AND OTHER DATA OR PRO PREVENTING BUILDING OPERATION BEING CARETED ON IItERRUNT)ER WHEN IN V101A110N
OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION.
1T EREVIEW OFTHE SUBMITTED PLANS AND SPOCWICAT1ON8 AND INSPECTIONS CONDUCTED TllEBEAFIER DOES NOT CONSTTIVIE AN ACCEI'TANC%OF ANY NSIBLLME..S
ORLIABLITTES BY OARF1E1.D COUNTY FORER11OR8, OMISSIONS OR DISCRIIPANCIES. THE. RESPONSIBILITY FOA THESE ITTIMS AND IMPLEMENTATION CONSTRUCl1ON
RESTS SPECIFICALLY OATH THE ARCHITECT, DEMMER. BUIIDEA AND OWNER COMMENTS ARE INTENDED MBE CONSERVATIVE AND IN S MORES INTEREST.
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The following items are required by Garfield County for n final inspection:
1. A final Electrical Inspection from the Colorado State Electrical Inspector.
2. Permanent address assigned by the 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, kitchen
floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary
plumbing.
4. A complete bathroom, with wash bowl, tub or shower, toilet stool, hot & cold running, water,
floors and walls finished an a privacy door.
5. All steps outside or inside over three (3) steps must have handrails, guardrails 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 occupancy, use and ibeiissuance ofa
Certificate of Occupancy for the dwelling under building permit # }-3
prmtcond,lst
Date
6/747
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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. Uyou do not, it may be
helpful to obtain a book titled "Dwelling Construction under the Uniform Building Code".
This book b 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 check list prior to
and during design. Applicants are required to indicate appropriately and to submit the completed
check list at time of application for a permit.
1
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Is a site plan included that indicates the distances of the proposed building or addition to
property linether buildings, setback easements and utility easements?
Yes
2. Does the site plan include the location of the I.S.D.S. (Individual Sewage Disposal System)
and the distances to property lines, wens (on subject property and adjacent properties),
streams 'later courses?
Yes
3. Does the site plan indicate the location and direction of the County or private road accessing
the property?,/
Yes
4. 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
5. Do the plans indicate the location and size of ventilation openings for under floor crawl
spaces and the clearances required between wood and earth?
Yes
6. Do the plans indicate the size and location of ventilation openings for the attic, roofjoist
spacers and soffits?
Yes
7. Do the plans include design loads as required under the Uniform Building Code for roof
snow loads, (a ' 'mum of 40 pounds per square foot in Garfield County), floor loads and
wind loads?
Yes
8. Does the plan include a building section drawing indicating foundation, wall, floor and roof
conStructioN!
Yes ttVUl/
9. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling
joists, roof raters or joists or trusses?
Yes J
10. Does the building section drawing or other detail include the method of positive connection
of all colups and beams?
Yes
2
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11. Does the plan indicate the height of the building or proposed addition from the highest point
of the build' or addition measured at mid span between the ridge and the eave down to
existing grad contours?
Yes
12. Does the plan include any stove or zero clearance fireplace planned for installation including
make and model and Colorado Phase II certifications or phase II EPA certification?
Yes No
13. Does the plan include a masonry fireplace including a fireplace section indicating design to
comply with the Uniform Building Code Chapter 37?
Yes,_ No
14. Does the plan include a window schedule or other verification that egress/rescue windows
from rooms and/or basements comply with the requirements of the Uniform Building
Code?
Yes No
15. Does the p include a window schedule or other verification that windows provide natural
light and v ' ation for all habitable rooms?
Yes No
16, 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 spotty safety glazing for these areas?
Yes No
17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters
indicated on the plan?
Yes No
18. 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
19. 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 ref pled should the
architectural committee deny or reject your building plans? A
Yes No0'1
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20. Will this be the only residential structure on the parcel?
Yes No If no -Explain: (I21Q ✓
21. Have two (2 mplete sets of construction drawings been submitted with the application?
Yes
22. Is this an application for the placement of a ufactured home?
Yes No
If yes, have you specified the size of the unit (min. 20ft, x 20ft. ); live roof load (min. 40#);
wind design (min. wind speed of 80 mph & 15 lb. wind load); foundation design; method of
anchoring?
Yes
23. Have you designed or had this plan designed white considering building and other
construction a requirements?
Yes No
24. 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
25. Do you understand that approval for design and/or construction changes are required gdgr
to the app " tion of these changes?
Yes No
26. Do you understand that the Building Department will collect a "Plan Review" fee from you
at the time of application and that you will be required to pay the "Permit Fee" as well as any
"School Impact" or "Septic System" fees required, at the time you pick up your building
permit? /
Yes ✓ No
27. Are you aware that twenty four (24) hour notke is required for all inspections?
Inspections will be made from Battlement Mesa to West Gkn.vood in the morainga and
from Glenwood Springs to Carbondale in the afternoon. Morning inspections must be
called in by 12:00 p.m. the day before; afternoon inspections must be called in by 5:00
p.m. the day before. Failure to give twenty four (24) hour notice for inspections will
delay your igapection one (1) day. Inspections are to be called in to 945-9159.
Yes �/ No
28. 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 anoccupancy of the building?
Yes fit✓✓ No
4
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29. Are
you
aware that the `per�soonn signing the
� P�e�r�mitt Application, whether the
"Owner", "Agent of the Owner", 'General Contractor", Nor", or
otherwise, is the party responsible for the project complying with the Uniform
Building Code?
Yes (/ No
30. If you are accessing a county road and do not have an existing driveway you will
need to acquire a driveway permit from Garfield County Road and Bridge. Their
ane number is 945-6111. You will need to show proof prior to the issuance of
the building permit.
1 hereby acknowledge that I h*ve read, understand and answered these questions to
the best of my ability.
ssgnatu
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Phone: 27"1 - 72497 (clays);
Project Name:
d
date
(evenings)
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Project Address:y r?o ufti /G, /2 9
Notes:
If you have aaswaod 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 per. Delays in ruing 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 inn 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 iit issuance tithe permit
or delay in proceeding with construction.
e'er App 02.95 Effective August 15, 1995
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6111 4. 335 Ha.
NEW CA3I1.Z, CO 11647
Phone: c 7,)S -1336 P 3533
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Selling Price:
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DesignCentert Home Improvement System
Progressive Hoiie Center
Anywhere, U.S.A.
GARAGE MATERIALS PACKAGE (CU111iNUED)
Component Quantity
Other Materials other' Mater'1als
Gablea Brace
race hardwa
re
Nails
Nails
Nails
Nails
Nails
Nails
Nails
LV
AA
iu
10
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LV
For
boxes
boxes
domes
boxes
boxes
boxes
boxes
36 Framing Angle
with Hauge` Nails
1GU Nails, 1 1b.
15u Galy. Nails, 1 lb.
1Y_J n_1.. n__: al._ 1 1
rad Ga 1 Y. Casing trails, 1 1 b.
•1I1J Nails,
_ 1 11_
1vu Nral t5, 1 1u.
ou Nails, 1 1`u.
nd na7V. Siding Nails, 1 1L
4:1.
C/O UaIY. Roofing Nails, 1 1u.
Garage Value% $4908.0 4, plus tax, trusses and gable frames
Price valid today, 4-o-1999
In addition to the abode materials,
10 pre -manufactured trusses and P pre -manufactured
gable frames that meet the f u l l Vw i ng spree i i i tat i ons
/'!1 '► 1 n it center
a- 1-._
1 J.) 30 span, t4 center to Center spacing
(2) G/12 roof }titch
(3 ) 12" overhang
( 4) an ruSE roof live 1 oad; 10 nar ceiling live 1oad
Your garage has a gable
overhang and requires that the
gable Trane height be 3&1f2" less than the truss height.
RESIDENTIAL PLAN REVIEW LIST
OWNER'S NAME //4-.e/Ti4GE" 757,7f4 th Wi l L
ADDRESS /474 Ca.w?& /29, fes_ C. CONTRACTOR AMAM/W'e- c(JT i?4
ciemrecitrAirkee
IMPORTANT NOTICE:
1994 U.B.C., U.M.C, U.P.0 AND 1995 1 & 2 FAMILY DWELLING (CABO) APPLY
THIS LIST IS AN INTEGRAL PART OF YOUR APPROVED PLANS. ALL ITEMS CONTAINED ON THIS LIST
ARE MINIMUM CODE REQUIREMENTS AND MUST BE COMPLIED WITH IF YOUR CONSTRUCTION IS
TO RECEIVE INSPECTION APPROVALS. THE CIRCLED ITEMS ARE THOSE ITEMS WHICH, DURING THE
COURSE OF OUR PLAN REVIEW OF YOUR PROJECT, WERE FOUND TO BE INCORRECT, UNCLEAR, OR
NOT SHOWN ON YOUR PLANS. SOME ITEMS ARE CIRCLED EVEN IF THEY ARE SHOWN CORRECTLY
ON THE PLANS SIMPLY TO REMIND YOU OF AN IMPORTANT CODE REQUIREMENT.
SPECIAL NOTE SHOULD BE TAKEN OF THE CIRCLED ITEMS SO THAT CORRECTIONS CAN BE MADE
DURING THE COURSE OF CONSTRUCTION. EVERY EFFORT HAS BEEN MADE TO NOTE ALL
NECESSARY CORRECTIONS DURING OUR PLAN REVIEW PROCESS. HOWEVER, ULTIMATELY IT IS
THE RESPONSIBILITY OF THE BUILDER TO PERFORM THE CONSTRUCTION ACCORDING TO
MINIMUM CODE REQUIREMENTS, REGARDLESS OF WHETHER OR NOT THE ITEMS ARE CIRCLED ON
THIS LIST. IF YOU SHOULD HAVE ANY QUESTIONS WHATSOEVER, PLEASE CONTACT THE BUILDING
DEPARTMENT AT 945-8212 BEFORE PROCEEDING.
THIS SET OF APPROVED PLANS (STAMPED "APPROVED", DATED & INITIALED) MUST BE AVAILABLE
TO THE BUILDING INSPECTOR ON THE SITE WHEN INSPECTIONS ARE MADE. FAILURE TO HAVE
THESE APPROVED PLANS ON THE JOB SITE WILL RESULT IN:
1) NO INSPECTIONS BEING PERFORMED
2) NO INSPECTION APPROVAL
3) NO APPROVAL TO PROCEED WITH THE CONSTRUCTION
4) PAYMENT OF A $42.00 REINSPECTION FEE AT THE BUILDING DEPARTMENT BEFORE
THE INSPECTION IS RESCHEDULED (UBC Sec. 108.8)
SPECIAL NOTE: LICENSING REQUIREMENTS FOR PLUMBING AND ELECTRICAL WORK.
Per Colorado law (CRS 12-58-101 et seq Y 12-23-101 et seq, respectively), persons preforming plumbing or electrical
work for hire must be licensed by the State Plumbing or Electrical board, respectively, and must be working under
the supervision of persons licensed by the state to operate a plumbing or electrical business. For plumbing work, this
means that the individual must not only be licensed by the state as a plumber, but must also either hold a Master
Plumber's license or be working under the direct supervision of a Master Plumber. For electrical work, the person
doing the work must not only be licensed, but must also either hold a Master Electrician's license and an Electrical
Contractor's license or be working under the direct supervision of an individual licensed as such. The only applicable
exception to these laws is that individuals may perform electrical or plumbing work within their own home (see CRS
12-58-113(2) and 12-23-111(2), respectively, for details).
APPROVAL OF PLANS AND SPECIFICATIONS DOES NOT PERMIT THE VIOLATION OF ANY PART OF
THE GARFIELD COUNTY BUILDING CODE OR ANY OTHER ORDINANCE OR LAW.
ALL INSPECTIONS MUST BE COMPLETED, INCLUDING A FINAL ELECTRICAL INSPECTION AND A
FINAL BUILDING INSPECTION BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED AND THEN
AND ONLY THEN CAN THE BUILDING BE OCCUPIED.
a Foundations supporting wood shall extend at least 6" above the adjacent finished grade (UBC Sec. 1806.1 and
2317.8). err 4r7 AcilEL. zippy OF G4I pcO 7 YPJOIL 44f4M6il ' FbNND4r,0AI.
A, All concrete to be 3,000 PSI at 28 day
B. Rebar - Footings minimum to be 2# 4 continuous; Foundation #4 Bars vertical & horizontal - 18"
center (UBC 1907.6.5)
All lumber in contact with concrete or masonry or within 6" of finished grade shall be treated wood or
redwood (UBC Sec. 2317.4).
3. Footing and foundation systems shall extend a minimum of 36 inches below finished grade, to bottom of
footing, up to and including 8,000 feet of elevation as amended by Resolution 90-05. With #4 right angle bent
bars 4' with 8" angle - in footings at 4' center.
4. Wood joists closer than 18" or wood girders closer than 12" to exposed ground within a crawl space are to
be treated lumber or wood of natural resistance to decay (UBC Sec 2317.3). Wood used in the construction of
structures and located nearer than 6" to earth shall be of treated wood or wood of natural resistance to decay
(UBC Sec, 2317.8).
5. Wood girders, that are not treated or of redwood, entering concrete or masonry walls must maintain a 1/2"
air space (UBC Sec. 2317.7).
6. Under floor vents shall have a net area of not less than 1 sq. ft. for each 150 sq. ft. of under floor area (UBC
Sec. 2317.7).
7. Accessible under floor areas shall be provided with a minimum 18" x 24" unobstructed access opening. (UBC
Sec. 2314.3). Where equipment is located in an under floor area the access opening shall be of a height and width
sufficient to allow the removal of the largest piece of equipment, but not less than 30" x 30" (UMC Sec. 320).
Provisions shall be made for the control and drainage of surface water around buildings. All building pads
will be graded 2% away from buildings (UBC Sec. 1804.7 & 1806.4.5).
9. Installation of a perimeter drain system is mandatory in all cases where slabs will be located below finished
grade (GCBC Amendments to UBC Sec. 2902(a)). Dampproofing or waterproofing of foundations retaining
earth and enclosing interior spaces below grade is required. (UBC Appendix Chapter 18) Exceptions: Where
a site is located in a well drained area, a drain need not be required.
10. Positive connection required top & bottom of post & beams and girders to protect against uplift lateral
displacement (UBC 2324).
1 1 , Bond beam required in block foundation walls (UBC Sec. 2106.1.12.1).
Foundation plates or sills shall be bolted to the foundation wall with not less than 1/2 -inch diameter steel bolts
embedded at least 7 inches into the concrete or masonry and spaced not more than 6 feet apart. There shall be
a minimum of 2 bolts for each piece with one bolt located within 12 inches of each end of each piece (UBC
1806.6)
2
13. Garfield County will not inspect the drilling, reinforcement and placement of caissons (drilled piers). This
inspection must be performed by a qualified engineer. Findings must be detailed in a typed, stamped report to the
County Building Department (GCBC Amendments to UBC Sec. 305(e)1.C.) & UBC Sec. 306(a)11).
�14 Garage floor surface shall be of approved noncombustible materials or asphaltic paving material (UBC Sec.
12.5).
Cp All lumber, plywood, fiberboard and structural glued laminated timber must be identified by a grade mark or
certificate of inspection issued by an approved agency (UBC Sec 2305).
All trusses and/or rafters are to be tied to exterior walls with approved hurricane anchors (UBC Sec.
1603.3.5). Exterior wall sheathing shall be applied in such a manner as to tie top plates to exterior wall studs and
exterior wall studs to the floor system in order to resist wind uplift. Snow loads 40 p.s.i. up to 7,000 feet
elevation, Resolution 96-05, Must show engineering)
1E7) Manufactured truss components must be inspected and approved by a recognized quality control agency as
specified in the UBC Standard No. 25-17 (UBC Sec. 2311.6) or provide engineer's stamp on drawings. Prior to
rough framing inspection a truss engineering report detailing the bearing points, bracing requirements, load design
and spacing must be sent to the Building Department with a copy attached to the "APPROVED PLANS".
18. Ridge beam shall not be less in depth than the end cut of the rafters, and shall be at least 1" nominal thickness
(UBC Sec. 2326.12.3).
Provide attic ventilation equal to 1 sq. ft. per 150 sq. ft. of attic area and rafter spaces (UBC Sec. 1505.3).
® Provide a minimum 22"x 30" attic access opening with 30" clear headroom in the least dimension as required
by UBC Sec. 1505.1. "rt/??I' Q — XX- l'ArTF.,ielolt 61141L/C1 IiJM4 !rfIflSf#4r .
All roofing to be installed per Chapter 15. Wood shakes and wood shingles must be fire -retardant pressure -
treated. All bundles must be labeled as meeting UBC Standard 32-7, Class "C" or better.
22. Within an attic or crawlspace foam plastics shall be protected from ignition by 1 1/2" mineral fiber insulation,
1/4" plywood, hardboard or gypsum wallboard, corrosion -resistant sheet metal having a base thickness not less
than .016" at any point, or other approved material installed in such a manner that the foam plastic is not exposed
(UBC Sec. 2602.5.2.1).
23. Balconies, landings, exterior stairs and similar surfaces exposed to the weather and sealed underneath shall
be waterproofed (UBC Sec. 1402.3)
GO Insulation shall be minimum insulation value R19 walls, R29 roofs, R11 floors over unheated areas
(Resolution No. 96-05). ocZtM R*" -- rbc /-FEAT D
25. Natural light at habitable rooms to be equal to 10% of the floor area and natural or mechanical ventilation
per UBC Sec. 1203.2.
3
• 26, If and/or when the basement is finished, Garfield County will enforce the natural light and ventilation
requirement. This must be a consideration in basement design. When an existing basement is finished, the natural
l• ight requirement may be reduced by 50% (GCBC Amendment to UBC Sec. 1203.2).
27. EVERY SLEEPING ROOM MUST HAVE ONE EXTERIOR DOOR OR ESCAPE WINDOW WITH A
MINIMUM 5.7 SQ. FT. NET CLEAR OPENING. THE MINIMUM HEIGHT OF THIS CLEAR OPENING
MUST BE AT LEAST 24" WITH THE MINIMUM WIDTH AT LEAST 20". SILL HEIGHT CANNOT BE
GREATER THAN 44" ABOVE FINISHED FLOOR. NOTE THAT BOTH MINIMUMS CANNOT BE USEI]
TO ACHIEVE THE 5.7 SQ. FT. NET CLEAR OPENING REQUIRED (UBC Sec. 310.4).
28. BASEMENTS SHALL BE PROVIDED WITH AT LEAST ONE ESCAPE OR RESCUE WINDOW.
29. Habitable space shall have a ceiling height of not less than 7'-6" except as otherwise permitted in this section.
Basements in Group R, Division 3 Occupancies and kitchens, halls, bathrooms and toilet compartments in all
Group R Occupancies may have a ceiling height of not less than 7'-O" measured to the lowest projection, i.e.
beams, etc. from the ceiling (GCBC Amendment to UBC Sec. 310.6.1).
30. Smoke detectors must be installed in each sleeping room and at a point centrally located in the corridor or
area giving access to each separate sleeping area. When the dwelling has more than one story and in dwellings
with basements, a detector shall be installed on each story and in the basement. In dwelling units where a story
or basement is split into two or more levels, the smoke detector shall be installed on the upper level, except that
when the lower level contains a sleeping area, a detector shall be installed on each level. When sleeping rooms
are on an upper level, the detector shall be placed on the ceiling of the upper level in close proximity to the
stairway. In addition, if the ceiling height of a room open to the hallway serving bedrooms exceeds that of the
hallway by 24" or more, smoke detectors shall be installed in the hallway and the adjacent room. Detectors shall
be audible in all sleeping areas of the dwelling unit (UBC Sec. 310,9.1.3). Smoke detectors powered from House
electric power with battery backup.
31. Where the valuation of an addition or repair to an existing structure exceeds $1000.00 or when one or more
sleeping rooms are added or created in existing dwellings, the entire structure shall be provided with smoke
detectors are required for a new structure (UBC Sec. 310.9.1.2). Smoke detectors may be solely battery operated
when installed in existing building (UBC Sec. 310.9.1.3).
32. Double keyed dead bolts are not permitted on exit doors from dwelling and guest rooms. Night latches,
dead bolts and security chains may be used provided such devices are operable from the inside without the use
of a key or tool and are mounted at a height not to exceed 48" above the finished floor (UBC Sec. 1004.3).
33. Stair handrail/guardrail to be placed 34" minimum to 38" maximum above the nosing of the treads. Handrails
are to be grippable and cross sectional dimensions to be 1 1/2" to 2",
34, STAIRWAY MINIMUM HEADROOM REQUIREMENT IS 6-8" (UBC Sec. 1006.5),
35. For private residential stairs, maximum riser height is 8", minimum tread width is 9", and minimum stair
width is 36" (UBC Sec. 1006,3). For winding stairways the 9" tread must be provided at a point not more than
12" from the side where the treads are narrower, but in no case shall any width or run be less than 6" at any
point (UBC Sec. 1006.4).
4
36. Guardrails for balconies and landings that are more than 30" above grade or floor below shall be a minimum
height of 36" for single family dwellings and the interior of individual units of multi -family buildings and 42" in
• all other occupancies. Note that clearance between intermediate pickets must be such that a 4" diameter sphere
cannot pass through (UBC Sec. 509.1)
37. A. Landings shall have a dimension measured in the direction of travel equal to the width of the stairs (UBC
Sec. 3306(g)). Landings shall have a width of the stairway or door, whichever is greater (UBC Sec. 1004.10).
B. Landings are required at all exterior doors (UBC Sec. 1004.10).
38. For enclosed usable space under stairs, provide 5/8" Type "X" gypsum board to underside of wall and soffit
(UBC Sec. 1006.12). Fire stop stairs at stringers (UBC Sec. 708.2.1).
39. Skylights shall comply with Chapter 24 UBC for glass skylights and Chapter 52 UBC for plastic skylights.
Glazed skylights shall have screens installed below them. Laminated glass with a minimum of 30 -mil poly vinyl
butyryl interlayer may be used without screens (UBC Sec. 2406,4). See exceptions!
40. Glazing in doors or within 24" adjacent to doors, including windows and glazing in enclosures for showers,
saunas, whirlpools, steam rooms and tubs located less than 60" above the floor or drain inlet, and shower doors
must be impact resistant safety glazing or tempered glass. Glazing within 18" of the floor, in railings must also
be safety glass (UBC Sec. 2406.4).
41. When gypsum is used as a base for tile or wall panels for tub, shower or water closet compartment wall, (See
Sections 807.1.2 and 807.1.3), water-resistant gypsum backing board (greenboard), shall be used. (UBC 2512).
42. The water closet stool shall be located in a space not less than 30" in width and shall have a clear space in
front of the water closet stool of not less than 24" (UBC Sec. 2904).
43. Garage walls and/or ceilings adjacent to or under dwellings require the installation of materials approved for
one-hour fire -resistive construction on the garage side and a self-closing, tight fitting solid wood door 1-3.8" in
thickness or a labeled door with a fire -protection rating of at least 20 minutes (UBC Sec. 302.4, exception 3).
NOTE THAT NAIL AND/OR SCREW SPACING IS NOT TO EXCEED 7"O.C. (UBC Table 7 (B)).
44. No openings are permitted between a garage and rooms used for sleeping (UBC Sec. 312.4).
45. Do not penetrate "firewall" (occupancy separation wall between garage and dwelling) with plastic pipe or
plastic electrical boxes, except those plastic electrical boxes specifically listed for such use (NEC 300-21, UBC
Sec. 709.7). Penetration cannot exceed 16 square inches.
46. When a garage is located under a dwelling, or the ceiling is being used as part of the separation, bearing
walls, columns and beams supporting the horizontal separation must be protected by materials approved
for one-hour fire resistive construction (UBC Sec. 302.2)
NOTE: See page 1 and Colorado Revised Statutes (12-23-101 et. seq.) or contact the State Electrical Board at
T77894-2300 for state licensing requirements for persons performing electrical work,
5
47. In dwelling units, at least one wall switch -controlled light fixture or outlet shall be installed in every habitable
room; in bathrooms, hallways, stairways and attached garages, and at outdoor entrances (NEC 210-70).
48. Provide ground -fault protection (GFCI) for all 120 volt, single phase 15 and 20 amp receptacles installed in
bathrooms, garages, within 6" horizontally of the kitchen sink, and outdoors where the outlets are less than 6"-6"
above grade level and readily accessible, and at least one GFCI receptacle installed in unfinished portions of
basements (NEC 210-8).
49. No usable wall space shall be more than 6" from an outlet, and an outlet is required at all counters 12" wide
or more, and on any usable wall over 2" (NEC 210-52).
50, At least one lighting outlet and convenience receptacle shall be installed in an attic or crawl space where these
spaces contain equipment requiring servicing, or are used for storage (NEC210-70, UMC Sec. 319.6 and 320.1).
51. Incandescent light fixtures installed in clothes closets must be located at least 12" horizontally from the edge
of shelves. A flush RECESSED fixture with a solid lens or fluorescent fixture may be installed with a 6"
horizontal clearance to the edge of shelves. PENDANT FIXTURES MAY NOT BE INSTALLED IN
CLOTHES CLOSETS (NEC 410-8).
52. All light fixtures installed in wet or damp locations shall be installed so that water cannot enter or accumulate
in wireways, lampholders, or other electrical parts. All fixtures installed in these locations shall be marked
'SUITABLE FOR WET LOCATIONS." (NEC 410-4).
53. Swimming pools, fountains, hot tubs, spas and hydro -massage "Jacuzzi" tubs and similar installations shall
comply with all provisions of NEC Article 680, which has severe restrictions on the type and location of switches,
outlets and lights.
NOTE: See page 1 and the Colorado Revised Statutes (12-58-101 et. seq. ) or contact the State Plumbing
Board at (303) 894-2300 for licensing requirements for persons performing plumbing work.
54. Provide rigid vent to the outside for clothes dryer. Total combined length, horizontal and vertical including
two 90 degree elbows, shall not exceed 14'. Two feet shall be deducted for each elbow in excess of 2 (UMC Sec.
908.1 & 504.3.2).
55. If no exterior ventilation, operable window for bathroom or laundry room, bathroom exhaust fan connected
directly to the exterior and capable of 5 air changes per hour per room must be provided (UBC Sec. 1203.3).
56. All habitable rooms shall be provided with heating facilities capable of maintaining a room temperature of
70 -degrees F. at 3 feet above the floor (UBC Sec. 310-11).
57. Provide minimum 1" clearance between Class "B" gas vent and combustible material and 6" clearance from
single wall vent connectors to combustible material (UMC Sec. 803.1 & Table 3-C).
58. LIQUIFIED PETROLEUM GAS (PROPANE) SHALL NOT SERVE ANY WATER HEATER OR
FURNACE LOCATED IN A PIT, CRAWL SPACE OR BASEMENT WHERE HEAVIER THAN AIR GAS
MIGHT COLLECT TO FORM A FLAMMABLE MIXTURE. (UBC Sec. 1315 (f), UMC Appendix B #6).
6
UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF
UNBURNED GAS (UMC 304.6). THE POLICY OF GARFIELD COUNTY IS ATTACHED.
59. No gas water heater or furnace shall be installed in any room used or designed to be used for sleeping
purposes, bathrooms, clothes closets or other confined space opening into any bedroom or bathroom. Exception:
sealed combustion chamber type water heaters, direct vent furnaces, or enclosed furnaces ( UPC Sec. 509.0).
60. Provide clearance on combustion air side of furnace and 30" working space in front of all heating controls
(UMC Sec. 314.2).
61. Solid fuel, oil, and gas fired appliances require adequate combustion air (UMC Secs. 702.1, 703.1).
62. Doors to gas appliances must be a minimum of 24" in width but not less than required for the removal of the
largest piece of equipment (UMC Sec. 314.1),
63. GAS APPLIANCES LOCATED IN A GARAGE SHALL HAVE IGNITION SOURCE AT LEAST 18"
ABOVE THE FLOOR AND MUST BE PROTECTED FROM AUTO IMPACT (UMC Sec. 308.2).
64. Floor and wall furnaces may not be closer than 6" from an inside corner (UMC 325.1).
65. ALL GAS FIRED FURNACES AND BOILERS MUST HAVE A MINIMUM 76% EFFICIENCY RATING
(GCBC Amendment to MEC Sec. 603.2.2).
66. Single family detached all -electric homes must be equipped with a demand controller (GCBC Amendment
to MEC Sec. 302.1).
67. Install EPA approved zero clearance/factory built fireplaces to manufactures specifications (UBC Sec.
3102.5.1).
68. Wood burning stoves must be installed in accordance with manufacturers specifications or in accordance with
UMC Table 5-A for unlisted fireplace stoves. ALL NEW STOVES MUST HAVE A LABEL FROM AN
APPROVED TESTING AGENCY AND A LABEL SPECIFYING THAT IT MEETS THE STATE OF
COLORADO AIR QUALITY STANDARDS (GCBC Amendment to UMC Sec. 302.1).
69. Hearth must extend 16" in front of and 8" beyond the sides of the firebox opening, or for fireboxes 6 sq. fl.
or larger; 20" in front and 12" beyond the sides (UBC 3102.7.12).
70. Chimneys must extend a minimum of 2' above any part of the building within 10' of the chimney (UBC Table
31-B).
71. Fireplaces and barbecues shall comply with UBC Sec. 3102.7. Chimneys shall comply with Secs. 3703, 3704
and 3705. In Wildfire Zones 1 & 2 every chimney shall be equipped with a spark arrestor consisting of 12 -gauge
welded or woven wire mesh with openings not exceeding 1/2 inch (GCBC Sec. 1602(e) & 1603). All appliances
(including fireplaces) must have shutoff valve within three feet of appliance, for removal of unit without
interruption of gas to other appliances (UPC 1211.15)
7
•
72. Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly
visible and legible from the street or road fronting the property (UBC Sec. 502). Job sites or driveway to sites
must be readily identifiable from the county road.
Atmospheric vacuum breakers are requi-,,td on all hose bibb connections and faucets with hose attachments.
(uPC Sec. 1003(i)),
74. Tank -type water closets shall have a flush with not more than three and one-half gallons of water; shower
heads shall have a flow capacity of not more than 3 gpm; and lavatory faucets shall have a flow capacity of not
more than 2 1/2 gpm (GCBC Amendment to UMC Sec. 905).
75. A. Gas logs installed in solid fuel burning fireplaces shall be installed per the manufacturers installation
instructions, the testing agency listing, UPC Sec. 1213, and GCBC Amendments to UMC Sec. 901.1.
B. Note: gas Togs installed in bedrooms must have outside combustion air (GCBC Amendment to
UMC Sec. 901.146).
976 Rough frame inspection is to be made after the roof, all framing, fire blocking and bracing are in place and
a pipes, chimneys and vents are complete and the electrical, plumbing, and heating wires, pipes and ducts are
in place (GCBC Amendment to UBC Sec. 108.5.4).
77. Special requirements in Wildfire Zone Number 1:
A. Building exterior walls less than 10 feet to property lines shall not be less than two-hour fire -resistive
construction with no opening.
B. Building exterior walls less than 25 feet from property lines shall be not less than one-hour fire -
resistive construction with openings protected by fire assemblies having a three -fourth hour fire -protection
rating.
C. Attic ventilation openings shall be equipped with non-combustible wire mesh with mesh openings not
to exceed 1/4 inch. in dimensions.
D. Overhangs shall be enclosed, protected by one-hour fire -resistive construction or by heavy timber
construction.
ADDITIONAL CORRECTIONS:
A -RAM INA, To CallIPL/ kVif Cr8PC CHAZ
3 -
THESE CORRECTIONS ARE PART OF THE "APPROVED" PLANS AND MUST REMAIN ATTACHED
TO THEM.
THE CORRECTIONS NOTED ABOVE AND ALL OTHER APPLICABLE CODE REQUIREMENTS MUST
BE COMPLIED WITH IN ORDER TO RECEIVE INSPECTION APPROVALS.
INSPECTIONS WILL NOT BE MADE UNLESS THE "APPROVED" PLANS AND PLAN CHECK LIST
ARE AVAILABLE ON THE JOB SITE.
8
INFORMATION YOU MAY NEED TO KNOW ABOUT
BASEMENTS
1. All basements in dwelling units are require to have at least one operable window or door approved for
emergency escape or rescue which opens directly to the outside. All escape or rescue windows shall have
a minimum net clear openable area 1" 5.7 square feet. The net clear openable height dimension shall be
24 inches. The net clear openableNil.*ydimension shall be 20 inches. When windows are provided as
a means of escape or rescue, they shall have a finished sill height not more than 44 inches above the floor.
(Refer to UBC (Uniform Building Code) Section 310.4).
2. Every bedroom or sleeping room in a basement must have a door or window meeting the requirements
specified in No. 1. above (Refer to UBC Section 310.4).
3 All habitable rooms within the basement shall have rough openings for natural light. The rough opening
shall be equal to one tenth of the area of such rooms with a minimum of 10 square feet. These rooms shall
also be provided with natural ventilation by means of openable exterior openings with an area of not less
than one twentieth of such rooms with a minimum of 5 square feet. Approved provisions may be made
for mechanical ventilation in lieu of openings. (Refer to UBC Section 1203.1.2.3).
4. L.P.G. (Liquid Petroleum Gas) Appliances burning L.P.G. shall not be installed in a pit, basement or
similar location where heavier-than-air gases may collect unless such location is provided with an
approved means for removal of unburned gas. (Refer to UMC (Uniform Mechanical Code) Section
304.6). The policy in Garfield County to approve such a means is as follows:
a. An entrapped drain with a minimum diameter of 4 inches located in the lowest area where heavier-
than-air vapors may collect is to run with a continuous slope to an exterior area which is not
within a depression or recessed below adjacent terrain.
b. The area of termination is to be determined by the building inspector as likely to remain free of
standing water, ice and other debris that may prevent the flow and dissipation of unburned gas.
c. The upper inlet and the termination of the drain is to be provided with protection from the entry
of debris or animals which may cause blockage of the drain. This protection is to be approved by
the building inspector.
plan-rev.Ist Effective January 22, 1996
9
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r1 _ _ L.r... r. J. -.
r l aSII ., u y rut .'. i i ui'.
+ r'uaa nal uwa1 C
Asphalt .1991 ..J;t ,'1^I1 .J_ a_-1_,11 r_t _J r_11
n!
Wide
nM. J_ . I _.^n.1i,11 _ nG.,.a . .age
Door
15 Gauge 11:;911Y_1,+.e
Strap i
_
1.
� N �
Window t for 1 1” 11 .i 1 1! 'Rough
x42 :is'y: ..2IJ U..;y
10' 1&112"
9, 1 1 911 A 1 Drip , Edge
101 5/8"
j911Z-r1asvh.�5. for
Vertical Siding
9191 sir_. :,ne Tie with Hanger Nails
UeltyttLetttet"` nu= .[ttprV.ttiient. ztVtt.
P1Jgiebzi vt ..VU ..,enuer
mh whet;. .11.a.tt.
Y r
GARAGE MATERIALS PACKAGE SUMMARY
1 L and Sheathing LUThJtt and Sheathing
n1
0
1 n 1
/n1
14
1't1 4 1
101 n 1
9191 1
CV
2:.'t
91.. A
91.- A
nt A
hist
A't
2x4
CA's
n.,r•
CAV
n..4.^
4AV
n.. r
CAV
LAG
4aatit i t,
191
Ln
191
un
un
xt
41`
191
11
191
4191
t4
On
Hem-FirDi
Ma_ Hem -Fir
.Li
914.., Hem -Fir
rtr._
Dtt Hem -FIT
na..
Ct.!'r Hem -r r.1[t..
a ti' rtem-
na.. n__. r„
DL t . ,e11i- P i'
oa_ Hem -Fly
D91.LL.i_Hem-Fir 1e_ -
. r . _
Di_ net -r.1_
orT .._ Hem -Fir
f : u
nl 91..91 un n nt..
O ;.AO f4 tk0 netts- r .
IV ▪ 1 .AIV •1.•91 94^t .,. mem-rt:'
n1 9.. 4 : i 41 91 n n a ..
o Y ... J V L t
'.'t t wti r e.•.. tt.r.. rtlI- tt
22'
911 n!.`u 42 ^, n _ T _, .a_'J Bottom
Plate lat.
141 nf'4)91 G nt. Treated Bottom 911x
n
11.1▪ 1 - .•``t un n
Ca. 1 1 - - M DJJai
`C ea tS.Uiii rtla- ut
91910
j9191A4 4. J Grade Hem -Fir
1.. A n. .J
1A't Garage Trim
1 : 1111
IAV %Astray' r sL1,
9..91 1 r /99111 AMA ,14 4.1 r n_ t rl. - a1. ^_.t 1
`•ho .1.JJ. ... r, zyttle IWL!1 .,r1ta6::[i1y MAL 1
1.,91 1n 1"f n 11 nnA 91nfl n4 J1_ r._._ n
91.1._._ .._t_.-:_'-
11'• 4 .^_ 1 . Nails,
1 _ 11.
...ii,i ',4.:14 Nal i , . .w.
1 rJ Nails, • 1 11_
1nJ !.-_111-
.Ki Nails , .
nJ 11.:1. 1J_
ou [14:: �, _ .
1,'J 91_ 1. Casing
__. . 1 - 11_
133 '.741. sty 4., -
91J n_ 7 4`µJ.1.. Nails,
_ 11_
041 Siding «,
'.19111 ~r_1. yn~_t:_. Nails,
1.1.
4.0 Galv. Roofing ,':ai 1 :, 1 i.,.
1r n_ ' 111..1 nI!
Hurricane r: ay 11_ _ 1
, . ...11 many._
nR Framing Angle with Hanger Nails
Ltrtp
• 911 1941 19111 _1. n,.. . •"J
101 GIS"
r- r µ,» - %y y ..`. i 1ru1
432 4Ji, ;^ ___ Asphalt Saturated : _Felt
el.r l_ ._ _ 1 _
Window for nr1l_1~!Rough Opening
Door for ^11•91911n.LyL Opening j
911 1:J; ,+1 44y. Garage M..
.1.1.94 -Cn v/ l l .,.nrr
J .194 n1)4131r
1V -C A'tnr
.I. r-191 n1Allr
14-.A'tnr
4.441A 911) A41r
vt-cA'tnr
4-1'14.14.` 911)AIIr
1L' -C :`tnr
.1-snn 911)41111
"O-' sunt
a•r41 94 nv?11r
y1'1.1 C1JVJ.r
..4.1 n 9414 11r
.., 10- ;Vnr
,...9194 911)4,•1 Ir
.. 'CV-CftVnr
4;4-91 nvn/11
"O-GAonr
"191-".1Lnr �1)1n11F
..
4,d.91 911) ATP, nn
-"o-LA'ttKt-tar
.1-1191 nv ATfT 9191
..4.1 4 nvATllr TN
.914414 yn1).4TPT~hn
-CA*ttr,t-W.
tWnvallr ra..J
._..;::.'tnr-�' 4141
.1-94X4Gai 4411)49'-_ .!T..:.._
y t . 1 m
.1-914-9 vr91_.__r-.
1: t;ua[ lyra.. -
-.914-lvnn1 n41L _ _tL
rn �. nvnr 1....x.,.„11
ide
44n..n �_•i..r J
4-ny93r_1i.
'T.'"Shingles
-▪ n44:ry
" t". .. V : 't C. 4."i [ [ ['......
.1-91+991V919R. _._
- ..5: ^.0:`.1:44,.
Quantity
boxes
boxes
boxes
boxes
boxes
boxes
boxes
rolls
sqrs
a.
Je]1'y1:Lefit.el'_' "J111.. Improvement
Progressive Home rater
Anywhere, U.S.A.
nAnAA aAATrrTaf f MAntlAnr lAAIATTlf MN
Unnr,U MAI C•.1rtLi rmdtv.uc t„',;J111 .1`1JC'J j
Component
n,4L_._ Materials
n -L7- n.__-_
uaule DtIXLe navywatv.
1rat1
Nails
-
Nai 1s
1f-� s
1`ta11.
Nails
1101117
u_.7 _
Ita1I
GL : ramI iv Adytv With .•afire. Mai l
• cores 10d Nails, 1 lb.
10 boxes ICA Galv. Nails, . :1,.
10
1 u LJ e : 16d ua_1a. Casing Nails, . l.
.
.' boxes 1vu Nails, 1 71.
25 boxes _es 3w 1 n _f Nails7 ,. s 1 1
, .
20 boxes Sd
hr
. J Y•V
Nails, 1 lb.
boxes 7/SH Roofing
Nails, . .w.
Garage
i age Va7ue; 5 4 n 0n .0 4 , plus x, ------.3 gable
au7; r.f_M_
4 n lnnn
rT iLe Y :
T_ addition
ddii_V_ _ the above
materials,
:_! �1t rlfal AL: 1t-eL 1'e `e Y 1
able frames that eeL he following specifications;
I! t ^n1 span, 1.411 _ _ _.- .i._ center- spacing
I n t
5/12
111 _ S pitch i_L
a1 vvt.• u.I'ti
/ 4 1 7 _ _ load;
__J !i1 rr' ceiling
_:l__
•
A
4"
JOB NO: 00000442 wayne
ProCraft Vinyl Tilt Single Hung
Windows Page 4
R.O. WIDTH : 3'
R.O. HEIGHT: 4' 6"
VINYL SINGLE HUNG: PROCRAFT PC -SH -3046
5 Std. Insul. / Vinyl White
5 High Altitude Glass
D3)17L
169.00
10.00
SUB TOTAL =
845.00
50.00
$895.00
TOTAL = $895.00
All the above unit quantities and accessories have been
verified and accepted by the undersigned for purchase
from
Accepted by Date
6.17d -D PAGE 1
f ' �
AcE f v M •
'AVE
Hardware
11111! Wll@1
BIG JOHN'S BUILDING AND HONE CENTER. INC. PAGE NO 1
1210 DEVEREUX ROAD
P.O. BOX 1119
GLENWOOD SPRINGS. CO 81602-1119
PHONE: (970) 945-1252
!! PLEASE HANG ON TO THIS RECEIPT !!
ALL RETURNS MUST BE ACCOMPANIED WITH IT!
CUSTOMER NO.
*5
JOB NO.
PURCHASE ORDER NO.
REFERENCE
TEAMS
ET 10TH. 1.5% F/C
CLERK
202
DATE
4/12/99
TIME 1
JI
1:16
s
0
L
D
r
0
*** CASH ****
H GARAGE 9UOTE FOR WAYNE
T
0
XP. DATE: 4/16/99
LSPR: 03 FRED BRESSLER
A)'. : 002 IN-TOWu TAX
DOCA 113513
*************
* ESTIMATE
*************
ESI. 113513
OUANTIFY
SHIPPED 1 ORDERED
SKU
DESCRIPTION UNITS
PRICE/PER
EXTENSION
17
4
5
10
2
12
6
4
2
1
2
6
4
2
1
1
3
71
22
8
A
PC 2408HF
EA 2410HF
PC 2412HF
PC 2414HF
PC 2416HF
PC 2420HF
2608HF
PC 2612HF
PC 2614HF
PC 2618HF
PC 26204IF
PC 2608HF
PC 21010HF
PC 2408PT
PC 2412PT
PC 2414PT
PC 2416PT
PC 24STUD
PC 1416C
PC 1616C
2X4X08 HEK OR DOUG FIR
2X4X10 HEN OR DOUG FIR
2X4X12 HEM OR DOUG FIR
2X4X14 HEN OR DOUG FIR
2X4X16 HEN OR DOUG FIR
2X4X20 HF STD & BIR S48
2X6X08 HEN OR DOUG FIR
2X6X12 HEM OR DOUG FIR
2X6X14 HEM OR 00(16 FIR
2X6X18 HEM FIR
2X6X20 HEN OR DOUG FIR
2X6X08 HEM OR DOUG FIR
2X10X10 HEN OR DOUG FIR
2X4X08 .40 PRESSURE TREATED FIR
2X4X12 .40 PRESSURE TREATED FIR
2X4X14 11F STD 8 BTR PRESSURE TRE
2X4X16 .40 PRESSURE TREATED FIR
2X4X92 5/8 WW STUDS_HF OR DF
ItIrtit
RECEIVED BY
Ace 1s America's Placa for helpful serviced
2.82
3.98
4.74
5.57
6.89
7.56
4.56
7.10
7.98
10.89
12.11
4.56
10.18
3.89
5.99
6.09
8.39
2.51
10.69
16.49
17
4
5
10
2
12
6
4
2
1
2
6
4
2
1
1
3
71
22
8
2.82 /PC
3.98 /EA
4.74 /PC
5.57 /PC
6.89 /PC
7.56 /PC
4.56 /PC
7.10 /PC
7.98 /PC
10.89 /PC
12.11 /PC
4.56 /PC
10.18 /PC
3.89 /PC
5.99 IP,C
6.09
8.
2,
104►
16.4
47.94
15.92
23.70
55.70
13.78
90.72
27.36
28.40
15.96
10.89
24.22
27.36
40.72
7.78
5.99
6.09
25. 7
yr
/LIB.•#4
35.1
IACE
Hardware
BIG JOHN'S BUILDING AND HOME CENTER, INC.
1210 DEVEREUX ROAD
P.O. BOX 1119
GLENWOOD SPRINGS, CO 81602-1119
PONE: (970) 945-1252
!! PLEASE WING OH TO THIS RECEIPT !!
ALL RETI NS.HOST 1E ACCOMPANIED WITH IT!
llhfl W@II@L
MEND 2
CUSTOMER NO.
*5
JOB NO.
PURCHASE ORDER NO.
s
0
L
D
T
0
**EEE CASH **IMI
REFERENCE
TERMS
T 10TH, 1.5% FIE
H GARAGE QUOTE FOR WAYNOE
P
T
0
OUANTITY
SHIPPED 1 ORDERED
1
30
35
10
25
15
25
10
20
20
7
3
10
3
500
5
1
1
SKU
PC 56460
PC 48T1118
LB 107872
LI 107744
LB. 107696
LB 107688
LB 108072
13.'107600
EA 138144
EA 56111
RL 15FELT
EA 12SP
EA 12SP
EA 12SP
EA 17SP
EA 17SP
EA 17SP
EA 10SP
DESCRIPTION
5/6 4X8 WAFER BOARD
5/8 4X8 11"OC T1-11 PINE
(1) 16d BALV BOX
(*) 16d CC SINKERS
210 210 100 CC BOX
(1) 8d CC BOK
1716 16d FINIStH
507 7d SALV BOX
112.5 HURRICANE TIE 022
5/8" I IETAL
15 LA.ROOFINO FELT 400 SO. FT.
METAL RO(NFIMG
IETAL RIDAE
ROOFING SCREWS
SINGLE H1116 VINYL
3/0 6/6 METAL BOOR
9 X 7 GARAGE DOOR
WMFfsi K YOU
4 ESTIMATE ** ESTIMATE ** ESTIMATE :E* ESTIMATE **
Hat dwarf,
RECEIVED DY
!^e is Amerlcp's dace for helpful service!
M
XP. DATE: 4/16/99
202
CLERK
LSPk: 03 FRED BRESSLER
AX : 002 IN -TOWN TAX
UNSTS
DATE
4/12/99
DOC 113513
*************
* ESTIMATE *
*************
EST. 113513
PRICE/PER EXTENSION
14.49 30 14.49 /PC
25.95 35 25.95 /PC
. 99 10 .99 /LB
. 79 25 .79 /LB
.99 15 .99 /LB
.60 25 .80 /LB
1.15 10 1.15 /LB
1.19 20 1.19 /LB
.25 20 .25 /EA
2.59 7 2.59 /EA
9.99 3 9.99 /AL
52.00 10 5200 /EA
14.06 3 14.06 /EA
. 07 500 .07 /EA
104.72 5 1Q4., ' IEA
161.62 1
605.00 1
954.24 1
T
NOH -TAXABLE
SUBTOTAL
TAX AMOUNT
TOTAL ANOINT
434.70
908.25
9.90
19.75
14.85
20.00
11.50
23.60
5.00
16.13
29.97
520.00
42.24
35.00
523.611"0
181.8R A
60'5.00 B:
4 I
A7v CGc /ay
%%due a,
Job
6783
Nes
A
run ab
Ca
44,11 . VV 1 JJJ1.1
•
•
nteafiype
COMMON
, e47
15-0-0
15-0-0
8.0011T
11\11.31-{ LL 1.1l,.
4. s Feb 181999 MITek Industries, kma. Wed Sep 22 14:2
I 30-0-0
15-0-0
4x811
30-0-0
1-0-0
SPADING 2-0-0
Pietas Increase 1.00
Lumber Increase 1.00
Rap Stress Isar YES
Code 1)BCIANSI95
LUMBER
TOP CHORD 2 X 4 SPF -S 2100P 1.8E
BOT CHORD 2 X 4 SPF -S 2100F 1.8E
WEBS 2 X 4 WW Stud 'Except*
W1 2 X 4 SPF -S 2100F 1.8E, W1 2 X 4 SPF -S 2100F 1.8E
WEDGE Left: 2 X 4 WW Slud, Right: 2 X 4 WW Stud
REACTIONS (lb/sirs) 5=1904/0-3-8, Je1904/0.3-8
Mar Hors 6-155(Ioed case 6)
Max Uplt153u.879Qlosd cam 6), J=-575(losd case 6)
FORCES (1b) - Pksl Load Cites Only
TOP CHORO A-Bsr23, B -C--3059, C -O•-2582, D.Ew-2682, E -F.-2582, F-00-2582, 0-H•.-2562.11-1.--2552,1,14-3089, J K-23
BOT CHORD 3411-2739, M -N=1725, LAW 725, J -L=2739
WEBS E -N=-490. G -Lo -480, Cad --465, F-IW1065, F -L=1055, I -L--455
Notes
1) This truss has been checked for unbalanced loading conditions.
2) This trues hes been designed for the wind Icede generated by 85 mph winds el 2511 above ground level, using 5.0 psf top chord dead load end 5.0 psf bottom chord dead
Iosd, in Hie gelds end rod sone cm an occupancy category I1, condition I enclosed building. with exposure C ASCE 7-95 per UBCIANSI95 If end verticals or cantilevers exist,
they ere exposed to wind. tiporohee exist, they ars exposed 10 wind. The lumber DOL increase is 1.33, end the plate grip increase ie 1.33
3) All plates ore PAM plates unless otherwise indicated.
4) The truss hes been designed fora 10.0 pal bottom chord live toed nanconcurrsnt with any other live loads per Table No. 16-6, UBC -94.
5) Promde medrenIcal connection (by others) of truss to bearing plop oopoble of w ilhetending 679 Ib uplift at joint B end 575 lb
uplift st Joint J.
5) This truss hu been designed with ANSI/TPI 1.1995 crlterto.
30-O-0
Cel
TC 0.44
BC 0.74
WB 0.44
0
DEFL (in) (too) Udell PLATES WRUP
Vert(LL) -025 J -L »999 50120 169/123
Vert(T1-) -0.53 J -L »678
Hare(fl.) 0.09 .1 Ne
1s1 LC LL Min Well ■ 240 Weight: 116 Ib
BRACING
TOP CHORD Sheathed or 3-10-0 an renter puffin spacing.
BOT CHORD Rigid ceiling directly spoiled or 7-3-7 on center bracing
LOAD CASSIS) Standard
UU. 44. OU 14 ..1 -a i V ado
t
Job Trouas Truss ype
5763 A-GA8 CONNON
a• 110.,'owCa , •,
LOAOINO (Pd)
TCLL 40.0
TCDL 10.0
BCLL 0.0
SCOL 10.0
1tcUai'r>.l) i,rIL,•
15-0-0
15-0-0
3x4
13.001-1-2-
3x4
.00 12
qty Ply
2 1
4.0.32 s 151999 task Industries, lire. ed Sep 2214:28:131999 Page 1
403=
30-0-0
15-0-0
3x4
-�
3x4= AG AF AE AD AC AB AAZ Y
3x4=
30-0-0
X
W
V
3x4
1.0-0
SPACING 2-0-0
Plates increase 1.00
Lumber Increase 1,00
Rep Strome Wer YES
Code t1BC/ANSI95
30-0-0
CSI
TC 0.12
BC 0.03
WB 0.24
()
T=0=0
DEPL (m) (loc) Udell
Vert(LL) nla - nfa
Vert(TL) 0.00 A =999
Horz(TL) 0.00 nla
1st LG LL Min Udell = 240
PLATES GRIP
M20 1691123
Weight: 128 Ib
LUMBER BRACING
TOP CHORD 2 X 4 SPFS 2100E 1.8E TOP CHORD Sheathed or 6.0.0 on center purlin spacing.
BOT CHORD 2 X 4 SPF -5 21001' 1.8E BOT CHORD Rigid ceding directly applied or 6-0-0 on center bracing.
OTHERS 2 X 4 SPF -S 2100F 1.8E *Except'
ST72X4SPF-82100F1.3€
REACTIONS (Ib/size) B=312/30.0-0, Z=10130-0-0, R=312/30.0-0, AA=215/30.O-0, A8+r231/30-0-0. AC=244/30.0-0. AD•239130.0-0. AE -245/30-0.0, AF+219!30-0-o,
AG.306/30.0-0, Y=224x'30.0-0, X-245/300, W=238f30-04, V■245/30-0.0. U-219130.0.0, T=305/30-0-0
Max Mori 8'239(loed case 5), R=-239(losd case 6)
Max Upi11m13=-2o(load come 6), R=-20(losd case 5), Af =-62(loed case 5), AC■•73(loed ce a 5), AD.-69(load case 5), AE> (load case 5), AF=-04(ioad case 6),
A0=-62(Ioad case 5), Y=-65(Ioed cove 5), X=-72(loed case 5), Ws -Wooed came 6). V=-69(load case 5), U=-650oad case 6). T=-820oad case 6)
Max GravZ=19(lomd case 2), R=312(load case 1), AA=215(lomd case 1), AD=242(load case 7), AC=2440oad case 1), AD=239(Ioad case 7), AE=245(Ioad case 1)
AF=219(lood case 7), AG=305(lcmd case 7), Y■235(losd case 8). X■245(toad case 1). W 238(load nese 8), V■245(leod case 1), U=219(losd case 8).
1=305(losd case 8)
FORCES (Ib) - First Load Case Only
TOP CHORD A-31-46, 8.Cs.-108, C-9=-87, D -E=41, E -F=-30, F -G=42, 03 -Hi -82, H-1=-83,1401, ,F K+-79, K -LE -83, L -M.-82, Mei■-132, N -O=-30, Q -P-.81, P -O -87,
Q -R•-108, RS -48
80T CHORD B-AG=0, A1' -AO=), AE-AF=0, AD -AES, AC-AD■Q, AB-AC=0, AA-AB=0, Z-AA=O, Y -Z=0, X -Y=0, W -X=0, V-WL0. U -V=0, T -U=9, R -T=0
WEDS ,f -M0.151,) -A8+-190, H -AC= -204, O -AD= -199, F-AE=203, D -AF= -185, C4A0=-249, K -Y=-190, L -X=-204, M -W=-199, N -V=-203, P-1.1=-185, 0-T= -249
NOTES
1) This buss nal been checked for unbalanced loading conditions.
2) This truss has been designed for the wind loads genended by 85 mph winds al 25 5 above ground level, using 5.0 psf top
chord dead load end 5.0 psi boltorm chord dead load, in the (able end roof zone on en occupancy oategory 11, condition I
enclosed building, with ecosure C ASCE 7.95 per UBC1ANSI95 If end vernally or cantilevers cadet, they are exposed to wind.
If porches exisl, they ere exposed to wind. The (umber DOL Increase Is 1.33, and the plate grip increase is 1.33
3) Por studs exposed to wrnd, dee MTak "Standard Gable End Detail"
4) M plates ere MRO plates unless otherwise indicated.
5) Alf plates ars 1.5x4 M20 unless ctheiwise indicated.
6) Gable requires continuous bottom chord bearing.
r) Gable studs spaced at 2-0-0 on center.
5) This truss has been designed fora 10.0 pet bottom chord live iota nonooncurrent with any other Ince loads per Table No. 18-5,
UBC -94.
9) Provide mechanical connection (by other) of truss 10 bearing Male cambia of withstanding 20 Ib uplift s1 Joint B. 201b uplift at
joint R, 62 Ib uplift at joint AB, 73 Ib uplift rot Joint AC, 69 lb uplift el jolts 40,99Ib uplift at joint AE, 8916 uplift at pint AP, 82 Ib
uplift el pint AG, 06 ib uplift at joint Y. 721b uplift al pint X, 891b uplift at jolnl W, 691b uplift at Joint V, 6910 uplift et Join( U and
821b uplift at joint T.
10) This truss hes been designed with ANSVTPI 1-1995 criteria.
LOAD CASE(S1 Standen!
lime -- 4
7/1.3/Yr
VJ .I 1"v JV1 V•J U.i
TRUSFAR INC.
6181— 335 RD.
NEW CASTLE, CO 81647
Phone: (970)984-2336 Fax: 984-3533
I1\l.LJL 11,J A1.4•
Project: WAYNE Block No:
Model: Lot No:
Contact: Site.:
Name
Phone:
Fax.
Office:
(970) 945-1152
945 8592
To: ,1'%
BIG JOHNS
P.O. BOX 1119
GLENWOOODSPRINGS, CO 81601
Deliver To:
Profile: Qty: Truss Id:
10
A -CAB
127 lbs. csch
A
111 Ibs. each
S
30-0-0
2X41204
30-0-0
27042X4
nun Type:
REO.OABLE.
COMMON
Slope:
6.00
0.00
6.00
0.00
LOH
Quotation
Job Number: 5783
Page: • 1
Data: 09-22-1999
Project ID: 57$3
Montag No: BJ
Desi: TK
Salesperson: TROY KELLEY
Quota Number: 5783
P.O. Number: 514424
Bach:T tal:
ROH
1.0.0
1-0-0
1-0.0
1-0-0
LOADING .4/14:01 -cu.. / TCDL /I BCDL
SPECIAL CONDITIONS AND/OR REMARKS:
SPACING 41t7 DUR: if o
HEEL HEIGHT NO"
ALL 1RUSS DETAILS MUST BE VERIFIED PRIOR TO FABRICATION
Total Truss Price:
Selling Price:
D6 .-?C
1
"BUILDING PERMIT
GARFIELD COUNTY, COLORADO
Date Issued A Zoned Area Permit No
2
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
Inspec> and,MMEDIATELY BECOME NULL AND VOID.
Use es"
Add r Leg Descrip 41111
—. ► �+►
Setbacks Front Side Side Rear
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing
Foundation
Underground Plumbing
Insulation
Rough Plumbing
Drywall
Chimney & Vent
4, wt. a: SE i i s.rl tt„ 1/4+c;4rc' izoile.(Esr)
Gas Piping
T Final 3.9.7„Qp /4.% .
AI
Electric Rough {i3) state 1iitzcci<1r}
Septic Final
Framing
(To include Roof in place and Windows
and Doors installed).
Notes: (pp C.,N►,a,r,
Alo , go&
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
Phone 945-9159 109 8th Street County Courthouse Glenwood Springs, Colorado.
APPROVED '°
Dat
By
PLACED OUTSIDE CO ` ' WITH CLEAR PLASTIC