HomeMy WebLinkAboutApplication- PermitJob Address
Nature of Work
Use of Buil
Owner
Contractor
GARFIELD COUNTY
BUILDING, SANITATION
and PLANNING DEPARTMENT
109 8th. Street, Suite 303
Glenwood Sprint O 81601(970) 945 : 212
004S
No. 8534
Building Permit � J f', -O'-'87
IfYl'Y QTis ) -LW
( 1 or red --2-4
moi
Amount of Permit$
Date
Clerk
GAFIELO COUNTY BUILDING PERMIT APPLICATION
GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO
TELEPI1ONE: (97b) 945-8212
JOB ADDRESS:
1
2
3
LOT Na
N22
NO.
BLOCK NO.
'''' ,A Q rr?r) ij re ,`S
4
5
6
7
8
9
10
R Cons*.
ARCI IIID /ENOISEPR
SQ. Fr. OFBUR.DING
LC,C7X-71 ` 1
::::
rq a
CLASS OF WORK:
rIAMCt:
INSPECTION LINE: (970)384 5003
PARCEL/SCHEDULE NO.
? J77 / S/ -ens 1g7
'KPI `�Lcf?7
SUBDIVISION/EXEMPTION
ADD
r». moron _ )) jco
ADORE -SS
SQ, FL OF tor
: 03s l,- )P Co
P&
HEIGHT
WK9f_J_� /►fLs
LIC NO:
NO. OFFLOORS
DADD77ION DALTERATION
oDOUBLH CARPORT:
a DRIVEWAY' PEEWIT OW SITE SEWAGE DEIPOSAL (SEP17.C1
VALVATIONOPWORA:S
MOVE
AOJOSTED VALUATION:4
DOUBLE
DS7rg PLAN
(ED Lao
SPECIAL CQNDnmONS;
NOTICE
A SEPARATE ELECTRICAL PERMPF IS REQUIRED AND MUST BE ISSUED BY THE STATE OF
COLORADO.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION
AUTHORIZED IS NOT COMMENCED WITHIN I80 DAYS, OR IF CONSTRUCTION OR
WORK IS SUSPENDED OR ABANDONED FORA PERIOD OF I80 DAYS AT ANY TIME
AFTER. WORK LS commENCR.n.
I HEREBY CERTIFY TEIAT I HAVE READ AND EXAMINED TIES APPLICATION AND
KNOW THE SAME TO BE TRUE AND CORRR,cr, ALL PROVISIONS OF LAWS
GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT, THE .GRtANTIl4G OF A PERMIT DOES NOT PRESUME TO GIVE
AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY O ER STATE OR
LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF
CONSTR • N.
ate
=tractor or authorized agentitaving read and understood notice a1,ave.
n io7 7/ 0:_ IU. HOME:
Buildingba., APpmvalVData PlaaaingDept.
PLAN CHECK FEE:
9610,7A
TOTAL FEE:
(7��
2 LJ Sof J3
OCC: GROUP:
ZONING:
PERMIT FEE:
1447 ,
DATE PERMIT ISSUED:
CONST: TYPE:
V /Y
SETBACKS:
ISDS NO. Sc FEE:
AGREEMENT'
PERMISSION IS. HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR IIIL ACNE OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE .
DETAILED ON MANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY TAE BIJI LIONGDEPARTMENT.
IN CONSIDERATION OF THE ISSUANCE OF THIS MUT, THE SIGNERIIEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED 1
GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULL
COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, IBI; PERMIT MAY THEN BE REVOKED BY NOTICE FRC
THE COUNTY" AND THAT THEN AND THERE IT SHALT. BECOME NULL AND VOID:
THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM EPS^ ; REQUIRING T'
CORRECTION OF ERRORS EV SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CAME) ON THEREUNDER WHEN
VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION.
THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER ..DOES NOT CONSTITUTE AN ACCEPTAN. OF Al
RESPONSII3ILETIES ORE (ABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES_ THE RESPONSIBILITY FOR THESE ITEMS AND IMP F ATPDI]IUNGCONSTRUCTION-RESTS SPECIFICALLY WITH tutARCHTFEGT, DESIGNER, BUILDETRAND OWNER. COMMENTS ARE WENDED TO EONSELVATIVE s.' s IN sUPPO
OF THE OWNERS INTEREST.
Garffnn.003 I HEREBY ACKNOWLEDGE MAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. (INITIAL/
f
VALUATION/FEE DETERMINATION
Applicant Id(200. 01E4 N LIS Subdivision
Address -(H45.(--1,1446-4_, Qr-Fk. Lot/Block
Date 10, 2, ei2 �lZ_ a('Y' Contractor -7--4( I 1-40 Co os f
Finished (Livable Area):
Main
Upper
Lower
Other
Total Square Feet
Valuation
Basement:
Unfinished
Conversion of Unfinished to Finished
Plan Check Fee for Conversion
Valuation
ereMa SF 21, tO0
Garage:
Valuation
9A 24 CO ZIP
crawl Space:
Valuation
Decks/Patios:
Covered
Valuation
Open
Valuation
Total Valuation ; q ep oo
Building Permit Fee 1441.3 `S
Plan Review Fee CP10 ►i A
Total BP & PR
Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" 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 roofing 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.
Applicants are required to indicate appropriately and to submit completed checklist at
time of application for a permit:
1. Is a site plan included that identifies the location of the proposed structure, additions or
other buildings, setback easements, and utility easements showing distances to the
property lines from each comer of the proposed structure prepared by a Licensed surveyor
and has the surveyors signature and professional stamp on the drawing? Slopes of 30%
or more on properties must be show on site plan.
Yes K
2. Does the site plan when applicable include the location of the I.S.D.S. (Individual
Sewage Disposal System) and distances to the property lines, wells (on subject property
and adjacent properties), streams or water courses? This information must be certified by
a licensed surveyor with their signature and professional stamp on the design.
Yes No Not necessary for this project
3. Are the plans submitted for application construction drawings and not drawings that are
stamped or marked identifying them as "Not for construction, for permit issuance only",
"Approval drawings only", "For permit issuance only" or similar language?
Yes A , No Not necessary for this project
4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a
Colorado Registered Engineer?
Yes No Not necessary for this project
2
5. Does the site plan indicate the location and direction of the State, County or private road
accessing the property?
Yes
6. 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 No Not necessary for this project
7. If the building is a pre-engineered structure, is there a stamped, signed engineered
founda ion plan for this building?
Yes No Not necessary for this project
8. 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 No Not necessary for project
9. Do the plans indicate the size and location of the ventilation openings for the attic, roof
joist spaces and soffits?
Yes No Not necessary for this project,;,
10. Do the plans include design loads as required under the Uniform Building Code for roof
snowloads, (a minimum of 40 pounds per square foot in Garfield County)?
Yes No Not necessary for this project
11. Do the plans include design loads as required for floor loads under the Uniform Building
Code Chapter 16 and Tables 16A, 16B and 16C?
Yes No Not necessary for this project
12. Does the plan include a building section drawing indicating foundation, wall, floor, and
roof construction?
Yes No Not necessary for this project
13. Is the wind speed and exposure design included in the plan?
Yes,`J No Not necessary for this project
14. Does the building section drawing include size and spacing of floor joists, wall studs,
eeilin joists, roof rafters or joists or trusses?
Yes_ No Not necessary for this project
15. Does the building section drawing or other detail include the method of positive
connection of all columns and beams?
Yes No Not necessary for this project
3
16. 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 yxisting grade contours?
Yes '7"?No Not necessary for this project
17. 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? Com-
Yes No Not necessary for this project
18. Does the plan include a masonry fireplace including a fireplace section indicating design
to comply with the Uniform Building Code Chapter 31?
Yes No Not necessary for this project
19. Does the plan include a window schedule or other verification that egress/rescue windows
from sleeping rooms and/or basements comply with the requirements of the Uniform
Building Code?
Yes No Not necessary for this project C_r
20. Does the plan include a window schedule or other verification that windows provide
naturtight and ventilation for all habitable rooms?
Yes J No Not necessary for this project
21. Do the plans indicate the location of glazing subject to human impact such as glass doors,
glazing immediately adjacent to such doors; glazing adjacent to any/surface normally
used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub
enclosures and specify safety glazing for these areas?
Yes No Not necessary for this project
22. Do the plans include a complete design for all mechanical systems planned for
installation in this building?
Yes ,1 No Not necessary for this project
23. Have all areas in the building been accurately identified for the intended use?
(Occupancy as identified in the Uniform Building Code Table 5-A)
Yes No Not necessary for this project ( ,/`
24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that
may be in use in this building?
Yes No Not necessary for this project
4
25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters
indicated on the plan?
Yes No Not necessary for this project
26. Do the plans indicate the location and dimension of restroom facilities and if more than
four employees and both sexes are employed, facilities for both sex,..
Yes No Not necessary for this project
27. Do the plans indicate that restrooms and access to the building are handicapped
accessible? ,�'
Yes No Not necessary for this project
28. Have two (2) complete sets of construction drawings been submitted with the
applicatio `?""
Yes No
29. Have you designed or had this plan designed while considering building and other
construction code requirements?
Yes No Not necessary for this project
30. 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
31. Do you understand that approval for design and/or construction changes are required
prior to the ' plementation of these changes?
Yes No
32. 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 "Septic System" or "Road Impact" fees required, at the time you pick up your
building permit?
Yes r/ No
33. 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
Occupanc d occupancy of the building?
Yes No
34. Are you aware that the person signing the Permit Application whether the "Owner",
"Agent of the Owner", "General Contractor", "Contractor" or otherwise, signing the
application is the party responsible for the project complying with the Uniform Codes?
Yes V No
5
35. Are you aware that twenty-four (24) hour notice is required for all inspections?
Inspections will be made from Battlement Mesa to West Glenwood in the mornings
and from Glenwood Springs to Carbondale, in the afternoon. All inspections must
be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice
for inspections will delay your inspection one (I) day. Inspections are to be called in
to 384-5003.
36. 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
Department at 625-8601.
Yes No
37. Do you understand that you will be required to hire a State of Colorado Licensed
Electrician and Plumber to perform installations and hookups? The license number will
be required t -t me of inspection.
Yes V No
38. 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 e building permit? Your attention in this is appreciated.
Yes No
I hereby acknowledge that I have read, understand, and answered these questions to
th best of my ability.
ignature
Phone: =I q _ (0 9s iK (days);
Project Name:
Project Address:
Note:
sS06 ` t L7 -S- (evenings)
P pcf
Date
zf you answered "No" on any of these 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 the permit.
*If you have answered "Not necessary for this project" on any of the questions and it is
determined by the Building Official that the information is necessary to review the application
6
File Notes
Weinreis
As per owner on 9.30.02, the building will be used for storage of misc. pipe and
cmps. There is not any repair of equipment only storage of low hazard materials. At this
time, there will not be a office or bathroom. Owner will supply a better foundation
design and info on Thermax insulation board.
Andy Schwaller
WARRANTY DEED
CLG''w
THIS DEED, Made this Z,/day of July, 1998, between PHYLLIS HENRY and
CATHY M. MARSH, of the County of Garfield and State of Colorado, Grantors, and
WARREN C. WEINREIS and WANDA J. WEINREIS, Joint Tenants with Right of
Survivorship, whose legal address is P. O. Box 454, Silt, of the County of Garfield, State of
Colorado, Grantees:
WITNESSETH, That the Grantors for and in consideration of the sum of Ten Dollars
($10.00) and other good and valuable consideration, the receipt and sufficiency of which is
hereby acknowledged, have granted, bargained, sold and conveyed, and by these presents
do grant, bargain, sell, convey and confirm, unto the Grantees, their heirs, successors and
assigns forever, all the real property, together with improvements, if any, situate, lying and
being in the County of Garfield, State of Colorado described as follows: .
A part of the SE% NE1 of Section 18, Township 6 South, Range 93 West of
the 6th P.M., described as follows:
Beginning at a point on the West line of said SEf/a NE1/e, whence the NW
corner of said SE1/4 NE1 bears North 123.27 feet, which point is on the
Southerly right-of-way line of a County Road (old U. S. Highway No. 6 and
24); thence along said Highway right-of-way line and along the Westerly right-
of-way line of an intersecting county road, the following courses and distances:
South 69233' East 232.19 feet; along a curve to the right having a radius of
21.161 feet and a central angle of 120446'02" (the chord of which bears South
9409'59" East 36.79 feet) an arc distance of 44.6 feet; along a curve to the left
having a radius of 207.966 feet and a central angle of 40438'50" (the chord of
which bears South 30253'37" West 144.46 feet) an arc distance of 147.54 feet;
and South 10934'12" West 93.48 feet to a point on the Northerly right-of-way
line of U. S. Highway No. 6 and 24; thence South 87956' West along said
right-of-way line.70.18 feet; thence South 77250'33" West along said right-of-
way line 63.37 feet to a point on the West line of said SE1/4 NE'/4; thence
North along the said West Line 349.1 feet, more or less, TO THE POINT OF
BEGINNING.
TOGETHER with all and singular the hercilitaments and appurtenances thereto
belonging, or in anywise appertaining, and the reversion and reversions, remainder and
remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim
and demand whatsoever of the Grantors, either in law or equity, of, in and to the above -
bargained premises, with the hereditaments and appurtenances,.
TO HAVE AND TO HOLD the said premises above -bargained and described, with
the appurtenances, unto the Grantees, their heirs, successors and assigns forever. And the
Grantors, for themselves, their heirs, successors and assigns, do covenant, grant, bargain, and
agree to and with the Grantees, their heirs successors or assigns, that at the time of the
ensealing and delivery of these presents, are well seized of the premises above conveyed,
have good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee
simple, and have good right, full power and lawful authority to grant, bargain, sell and
convey the same in manner and form as aforesaid, and that the same are free and clear
from all former and other grants, bargains, sales, liens, taxes, assessments, encumbrances and
restrictions of whatever kind or nature soever, except subject to the 1998 general property
taxes, patent reservations of record, and non-exclusive easement for utilities and access as
conveyed to Universal United Corporation in deed recorded August 24, 1981 in Book 579
at Page 769 in the Office of the Garfield County Clerk and Recorder.
The Grantors shall and will WARRANT AND FOREVER DEFEND the above -
bargained premises in the quiet and peaceable possession of the Grantees, their heirs,
successors and assigns, against all and every person or persons lawfully claiming the whole
or any part thereof. The singular number include the plural, the plural the singular, and the
use of any gender shall be applicable to all genders.
IN WITNESS WHEREOF, the Grantors have executed this deed on the date set forth
above.
yllis enry
STATE OF COLORADO
COUNTY OF GARFIELD
) ss
Acutzfu
Cathy M. Marsh
The foregoing instrument was acknowledged before me this day of July, 1998,
by PHYLLIS HENRY and CATHY M. MARSH.
Witness my hand and official seal.
My Commission Expires:
Notary Public
No.
Job Acldrskss
OwneWe --rWe
itsk
Contractor --k\-
Setbacks: Front
Rear
10
Assessor's Parcel No
Date 107(1/04a,
. ! " f hone # % ' b
xflan Address
Addre `' }}
O1 I li?hone
,
Soils Test
Footing /0-14
Foundation itiA 7 I D7�
Grout
Underground Plumbing
Rough Plumbing,# ,
Framing A� 3 vi A ``
Insulation h
Roofing
Drywall 4/11"
Gas Piping
Nmti�-
LH
Weatherproofing
Mechanical
Zoning
Electrical Rough,
Electrical Final
Final ''2
(State) -1--o3 640
tate) 3-1 -0 3 Gid
-
hecklist Completed'?'
Certificate Occupancy #
Date
Septic System #
Date
Final
• Other
NOTES
(continue on back)
3-
t
ICB°. Evaluation Service, Inc,
5360 WORKMAN MILL ROAD • WHITHER, CALIFORNIA 9060/2299
A subsidiary corporation of the International Conference of Building Officials
EVALUATION REPORT
Copyright @ 1999 ICBG Evaluation Service, Inc,
ER -3223
Reissued March 1, 1999
Filing Category: INSULATION (128)
THERMAX INSULATION BOARDS
CELOTEX CORPORATION
POST OFFICE SOX 31602
TAMPA, FLORIDA 33631-3602
BAY INSULATION DIVISION OF BAY INDUSTRIES INC.
POST OFFICE BOX 9229
2929 WALKER DRIVE
GREEN BAY, WISCONSIN 54308-9229
1.0 SUBJECT
Thermax Insulation Boards,
2.0 DESCRIPTION
2.1 General:
Thermax insulation boards are aluminum -foil -faced polyiso-
cyanurate foam plastic boards reinforced with glass fibers for
use as nonstructural. insulation boards, The products are
available in thicknesses ranging from 112 inch through 41/4
inches (12.7 mm through 108 mm), with standard 16-, 24- and
48 -inch (406, 610 and 1219 mm) widths and various lengths.
The foam core has an approximate density of 2 pcf (32
kg/m3), a flame -spread rating of 25 or less and a maximum
smoke -developed rating of 450 or fess. The Thermax insula-
tion boards are also sold under the trade name Bay Max and
are described in Table 1. Facers are as described in Table 1.
2.2 Installation:
The insulation boards may be installed in walls and ceilings
of combustible construction as follows: in wall cavities, In ceil-
ing assemblies, on the inside or outside faces of exterior
wood- or steel -framed walls, concrete or masonry walls, on
the inside or outside of basement walls, in attics and crawl
spaces in accordance with Section 2.3 of this report, and in
fire -resistive construction in accordance with Sections 2.4
and 2.5,
On buildings required to be of noncombustible construc-
tion, the insulation boards may be installed on the interior face
of concrete or masonry walls and concrete ceilings, and in
concrete or masonry construction complying with Section
2602.4, Exception 3, of the code.
The thermal barrier required in Section 2602.4 of the code
- - is not required for insulation boards a maximum of 3 inches
(76 mm) thick, installed on walls or ceilings, based on suc-
cessful completion of room corner tests in accordance with
UBC Standard 26-3. Insulation boards thicker than 3 Inches
(76 mm) must be separated from the interior with a thermal
barrier, as required in Section 2602.4 of the code. A vapor
barrier may be required by the building official.
The boards are installed on the interior or exterior of walls
and ceilings with wood or steel framing (including gins and
purlins) and to the interior face of concrete or masonry walls
and ceilings with suitable fasteners such as 3/8 -inch -diame-
ter -head (9.5 mm) galvanized roofing nails, 1 -inch -crown
(25.4 mm) No. 16 gage wire staples, 14 -inch -diameter (6.4
mm) stove bolts with 1112 -inch -diameter (38 min) steel wash-
ers, or self -tapping screws, and spaced 12 inches (305 mrn)
on center across the board width and of sufficient length to
penetrate framing a minimum of 314 inch (19.1 rum) orthrough
the structural sheathing, whichever is less. The boards are
attached with the long dimension either parallel or perpen-
dicular to framing members which are spaced a maximum of
24 inches (406 rim) on center. Vertical insulation board joints
must be on a framing member The boards must be installed
in accordance with Celotex Corporation application instruc-
tions.
When installed without a thermal barrier, and where it is
necessary to protect the insulation from damage, covering
materials must meet the interior finish requirements of the
code.
The insulation boards are considered nonstructural sheath-
ing. Structural sheathing or wall covering over the insulation
board must bestructurallyadequate to resist the requiredhor-
izontal forces perpendicular to the wall. All walls must be
braced in accordance with Section 2326.11.3 of the code.
Insulation boards shall not be used as a nailing base. All
nailing shall be made through the boards into the wall framing
or structural sheathing as required by the siding manufactur-
er's instructions or the code.
Portland cement plaster on metal lath may be applied in
compliance with Chapter 25 of the code over maximum -
1112 -inch -thick (38 mm) insulation boards, provided the fas-
teners are proportionally longer and minimum penetrations
into framing members or backing comply with the code. A
weather -resistive barrier complying with Section 1402.1 of
the code is required and, when applied over wood -based
sheathing, must comply with Section 2506.4 of the code.
2.3 Special Uses:
Under the following conditions, the products may be installed
on walls or ceilings of attics or crawl spaces with no covering
applied to the boards:
1 Entry to the attic or crawl space Is only to service utilities,
2. There are no interconnected basement or attic areas.
3. Air in the attic or crawl space is not circulated to other
parts of the building.
4. A vapor barrier is installed on the floor of the crawl space.
5. Ventilation complying with Sections 2317.7 and 1505 of
the code is provided.
6, Insulation boards are a maximum of 3 inches (76 mm)
thick.
Evaluation reports of ICRO Evaluation Service, Inc., are issued solely to provide information to Class4 membersoflCBO, utilizing the code upon which the report
is based Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed floras an endorsement orrecommen-
dation for use of the subject report.
This report is based upon independent tests or other technical data submitted by the applicant. TheICBO Evaluation Service, Inc, technical staff has reviewed the
test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBG Evaluation Service, Inc., express
or implied, astaany "Finding" or other matter in the report or as to any product covered by the report This disclaitnerincludes, bails not limited to, merchantability.
Page 1 of 2
' Page 2 of 2 a ER -3223
2.4 Two-hour Masonry Bearing Wali:
Thermax Sheathing is applied directly to the interior face of
conceete block walls with vertical 1/4 -inch -wide (6.4 mm)
beads of Macco Liquid Nails Adhesive at 16 inches (406 mm)
on center [minimum four beads per 4 -foot -wide (1219 mm)
board]. Minimum -5/8 -inch -thick (15.9 mm) Type X gypsum
wallboard is atiachedto vertical nominal 1 -by -2 fire -retards nt-
treated wood strips spaced at 24 inches (610 mm) an center
using 6d common nails at 8 inches (203 mm) on center. The
wood strips are located on the face of maximum -21/4 -inch -
thick (57 mm) Thermax Sheathing and are attached to the
concrete block with 4 -inch -long (102 mm), 3/winch (4.8 mm)
Tapcon concrete fasteners at 24 inches (610 mm) on center.
2.5 One-hour Wood Stud Bearing Wall:
The wall consists of wood studs spaced at 16 inches (406
mm) on center with protection on the exterior face as set forth
in Item 18-1.1 of Table 7-B of the Uniform Building Code'''.
The interior face consists of maximum -1 -inch -thick (25.4 mm)
Celotex Thermax Sheathing, applied vertically and attached
to studs using 1112 -inch (38 mm), No. 11 gage, galvanized
roofing nails at 8 inches (203 mm) on center along the board
perimeter and 12 inches (305 mm) on center at intermediate
studs. Five-elghth-inch-thick (15.9 mm) Type X gypsum wall-
board is then applied with 10d smooth common nails at 8 inch-
es (203 mm) on center along the perimeter and at intermedi-
ate studs. Joints are treated with reinforcing tape and joint
compound. Friction -fitted glass -fiber batts with a 1-pcf (16
kg/m3) density completely fill the stud cavities. Allowable wall
loads may not exceed the more restrictive of the following:
1. 2,300 pounds (10.23 kN) per stud.
2. Design stress of 0.78 F a , up to a maximum ie /d of 33.
2.6 Thermal Resistance:
Stabilized thermal -resistance values (R -values) are shown in
Table 2.
2.7 Identification:
All insulation boards are identified by the product name, the
R -value and the evaluation report number (ICBO ES
ER -3223). End caps, packaging and labels also state the
above and bear the label of the quality control agency (ETL
Testing Laboratories, Inc.11ntertek Testing Services).
3.0 EVIDENCE SUBMITTED
Data in accordance with the ICBG ES Acceptance Criteria for
Foam Plastic Insulation (AC12), dated January 1996; reports
of room comer, flame -spread, fire -resistance and thermal -re-
sistance tests; and product brochures.
4.0 FINDINGS
That the Thermax insulation boards described in this re-
port comply with the 1997 Uniform Building Coder"",
subject to the following conditions:
4.1 The boards are identified and installed in accord-
ance with this report and the manufacturer's in-
structions,
4.2 A thermal barrier is not required for boards a maxi-
mum of 3 inches (76 mm) thick as noted in Sections
2.2 and 2.3 of this report.
4.3 The wall covering provides necessary structural
resistance to wind and seismic forces in spanning
between wall -framing members.
4.4 Walls are braced in accordance with Section
2326.11.3 of the code.
4.5 The local building official may require a vaporbarri-
er to be installed.
4.6 The products are manufactured at the Celotex Cor-
poration plants located in Pennsauken, New
Jersey; Charleston, Illinois; Texarkana, Arkansas;
and Tracy, California, under a quality control pro-
gram with inspections by ETL Testing Laborato-
ries, Inc.lintertek Testing Services (NER-QA219).
This report is subject to re-examination in one year.
TABLE 1-THERMAX AND BAY MAX INSULATION BOARDS
PRODUCT
FACER
Thermax Boards
Bay Max Boards
Side "A"
Side "B"
Thermax Sheathing
Bay Max Sheathing
1 -mil reflective foil
1 -mil foil
Thermax Heavy Duty Plus
Insulation/Finish Board
Bay Max HDP
16.5 -mil white embossed coated
aluminum sheet, laminated to
I -mil plain foil
1 -mil foil
Thermax Heavy Duty
Insulation/Finish Board
Bay Max HD
4 -mil white embossed foil
1,25 -mil foil
Thermax Light Duty
Insulation/Finish Board
Bay Max LD
1.25 -mil white embossed foil
1.25 -mil foil
Thermax Ag Therm
Insulation/Finish Board
NIA
1.25 -mil white embossed foil
1 -mil foil
Thermax Metal Building Board
Bay Max MB
1.25 -mil embossed reflective foil
1.25 -mil foil
For SI: 1 mil 0.0254 mm.
N/A -Not available.
TABLE 2 -STABILIZED THERMAL RESISTANCE VALUES FOR INSULATION BOARDS
NOMINAL THICKNESS
(inches]
R VALUE AT 75°F MEAN TEMPERATURE
(fLZhr.-°Flatu)
1/2
3.6
1
7.2
2
14.4
3
21.6
4
28.8
41/4
30.0
For SI: 1 inch= 25.4 mm, t°F = 9/5t°C + 32, 1 R.2-hr.-°F/Btu 0.176 110 m2-K/W.
r. t
k
Garfield County
Building and Planning Department
109 8th Street, Suite 303
Glenwood Springs, Colorado 81601
970.945.8212 Fax 970.384.3470
Plan analysis based on
the 1997 Uniform Building Code
Project Number:
Project Name: Weinreis Storage Bldg.
Address:
Occupancy: 52
Construction: V -N
Date: September 30, 2002
Contractor: Tally Hoe Const.
Architect:
Engineer: Loyd
Report By: Andy Schwaller
NOTE: The code items listed in this report are not intended to be a
complete listing of all possible code requirements in the 1997 UBC.
It is a guide to selected sections of the code.
Report created using Plan Analyst software by b w & a. (719) 599-5622
Portions of the material contained in this program are reproduced
from the Uniform Building Code with the permission of the
International Conference of Building Officials.
DIRECTION BOUNDARY
NORTH Public way
EAST Property line
SOUTH Property line
WEST Property line
Allowable area increased 35.% for open
-- Sec. 505.1
SEPARATION
AREA INCREASE
35.0 Feet
27.0 Feet
180.0 Feet
28.0 Feet
FL NAME
OCC
FIRE PROTECTION
35.0 Feet
27.0 Feet
180.0 Feet
28.0 Feet
area on 4 sides.
MAX FLR AREA ALLOWED RATIO STATUS
1 Storage/Stock Room
TOTAL FOR FLOOR
BUILDING TOTAL
--- Sec. 504 and Table 5-B
S2 ok
8400
8400
8400
16200
16200
16200
0.52
0.52
0.52
The actual height of this building is 23. feet.
The maximum height of the building is . feet. -- Table 5-B
9,s` c
ok
ok
ok
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Code review for:
Project Id.: Weinreis Storage Bldg.
Address:
Page # 2
EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION
Table 5-A
NORTH
For Bearing Non -Bearing Opening Construction Parapet
Occupancy Wall Wall Protection Material Required
S2 0 hour 0 hour None Any No
EAST
For Bearing Non -Bearing Opening Construction Parapet
Occupancy Wall Wall Protection Material Required
S2 0 hour 0 hour None Any No
SOUTH
For Bearing Non -Bearing Opening Construction Parapet
Occupancy Wall Wall Protection Material Required
S2 0 hour 0 hour None Any No
WEST
For Bearing Non -Bearing Opening Construction Parapet
Occupancy Wall Wall Protection Material Required
S2 0 hour 0 hour None Any No
None No fire protection requirements for openings.
3/4 hour Openings are to be protected with 3/4 hr fire assemblies.
50% of the area of the wall maximum. -- Table 5-A,
Footnote 5 & Sec. 503.2.2
Maximum single window size is 84 sq.ft. with no dimension
greater than 12 feet. --- Sec. 713.8
Not Allowed Openings are not permitted in this wall.
OTHER BUILDING ELEMENTS Table 6-A
ELEMENT MATERIAL RATING
Interior Bearing wall Any 0 hr
Interior nonbrg wall Any 0 hr
Structural Frame Any 0 hr
Exterior Struct Frame Any 0 hr
Floor/Ceiling Assembly Any 0 hr
Roof/Ceiling Assembly Any 0 hr
Stairs Any None
NOTES
See footnote #1
FOOTNOTES:
1) Elements in an exterior wall located where openings are not permitted
or where protection of openings is required, shall be protected
against external fire exposure as required for exterior bearing walls
or the structural frame, whichever is greater. -- Table 6-A, footnote 1
J 44
Code review for:
Project Id.: Weinreis Storage Bldg.
Address:
Page # 3
DRAFT STOPS:
If there is combustible construction in the roof/ceiling assembly, draft
stops shall be installed so that the area of concealed space does not
exceed 3,000 square feet and so that the horizontal dimension between
stops does not exceed 60 feet. --- Sec. 708.3.1.2.2
EXIT REQUIREMENTS:
FL NAME
NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES
OCC EXITS WIDTH HDWR CORRIDOR SWING
1 Storage/Stock Room 28 1 5.6 No N/A N/R
TOTAL 28 1 5.6 No N/A N/R
Door swing is based on Sec. 1003.3.1.5 except as noted.
Occupant load factor is based on Table 10-A.
Number of exits is based on. Table 10-A except as noted.
Exit width is in inches and based on Sec. 1003.2.3 and Table 10-B
Exit width is to be divided approximately equally among exits.
-- Sec. 1003.2.3.2
Width shown fob all areas is based on other egress components.
Width shown for 1st floor is based on other egress components.
Width shown for other floors & basements is based on stairways.
-- Table 10-B
For the minimum width of doors, see Sec. 1003.3.1.3
For the minimum width of hallways, see Sec. 1004.3.3.2
For the minimum width of corridors, see Sec. 1004.3.4.2
For the minimum width of stairways, see Sec. 1003.3.3.2
FOOTNOTES:
FLUSH AND SURFACE BOLTS:
Manually operated edge- or surface -mounted flush bolts and surface
bolts or any other type of device that may be used to close or
restrain the the door other than by operation of the locking device
shall not be used. When automatic flush bolts are used, the door
leaf having the automatic flush bolt shall not have a door knob or
surface -mounted hardware. The unlatching of any leaf shall not
require more than one operation. -- Sec. 1003.3.1.8
i 4 4,
Page # 4
Code review for:
Project Id.: Weinreis Storage Bldg.
Address:
LOCKS AND LATCHES:
Regardless of the occupant load served, exit doors shall be openable
from the inside without the use of a key or any special knowledge or
effort. --- Sec. 1003.3.1.8
Key -locking hardware may be used on the main exit when the main exit
consists of a single door or pair of doors if there is a sign stating
THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS. When unlocked,
door(s) must swing without operation of any latching device. --- exc.
LANDINGS AT DOORS:
1) A floor or landing shall be provided on each side of doors. When
access for persons with disabilities is required. the floor or landing
shall not be more than 1/2 inch lower than the threshold. When access
is not required, the maximum is 1 inch. --- Sec. 1003.3.1.6
2) Landings shall have a width not less than the width of the stairway
or width of the doorway, whichever is the greater. Where a landing
serves an occupant load of 50 or more, doors in any position shall
not reduce the landing dimension to less than one half it required
width. The minimum length in the direction of exit travel is 44 inches.
--- Sec. 1003.3.1.7
TRAVEL DISTANCE: (distance to an exit)
The maximum travel distance in this building is 200 feet. -- Sec. 1004.2.5.
The travel distance for the major occupancy may be 300 feet.
-- Sec. 1004.2.5.2.5
Travel distance shall not be limited within an exit enclosure or exit
passageway. -- Sec. 1005.2.2
BUILDING ACCESSIBILITY:
ROOFING REQUIREMENTS:
1) The roofing on this building is required to be Class B or better.
-- Table 15-A
2) See section 1504 and ICBO research reports for requirements.
VENTILATION:
All areas customarily occupied by humans shall be provided with natural
ventilation by means of openable exterior openings with an area of not
less than 1/20 of the total floor area or shall be provided with a
mechanically operated ventilation system. Such system shall be capable
of supplying a minimum of 15 cubic feet per minute of outside air per
occupant. -- Sec. 1202.2.1
4
f44 x)
Code review for;
Project Id.: Weinreis Storage Bldg.
Address:
Page it 5
WALL AND CEILING FINISH:
1) Wall and ceiling finish materials are required to comply with
See. 804.1 and Table 8-B. (344S aT TzR 5 ��. —a4n4A4 m (.,ass /
2) Carpeting on the ceiling is required to have a Class I flame
spread rating. -- Sec. 804.2
3) Textile wall coverings shall have Class I flame spread rating.
and shall be protected by automatic sprinklers or meet the
acceptance criteria of U.B.C. Standard No. 8-2 -- Sec. 805
4) Toilet room floors shall have a smooth, hard nonabsorbent surface
that extends upward onto the walls at least 5 inches.
__ Sec. 807.1.1
5) Walls within 2 feet of the front and sides of urinals and water
closets shall have a smooth, hard nonabsorbent surface.
-- Sec. 807.1.2
INSULATION NOTES:
1) All insulation material including facings are required to have a 0,14.
flame -spread rating of 25 or less and a maximum smoke density of 450
unless it is in a concealed space and the facing is in contact with
a wall or ceiling. -- Sec. 707.3 exc.2
2) Foam plastic insulations are required to be protected. -- Sec. 2602
ADDITIONAL REQUIREMENTS:
For S2 occupancy
Y � A
..J F o w 4,
Code review for:
Project Id.: Weinreis Storage Bldg.
Address:
GLAZING REQUIREMENTS
All glazing in hazardous
glazing material.
Locations:
1) Glazing
2) Glazing
4 i tk
Page # 6
locations is required to be of safety
-- Sec. 2406.3 & 2406.4
in ingress and egress doors except jalousies.
in fixed and sliding panels of sliding door assemblies
and panels in swinging doors other than wardrobe doors.
3) Glazing in storm doors.
4) Glazing in all unframed swinging doors.
5) Glazing in doors and enclosures for hot tubs, whirlpools,
steam rooms, bathtubs and showers. Glazing in any portion
building wall enclosing these compartments where the bottom
edge of the glazing is less than 60 inches above a standing
and drain inlet.
6) Glazing in fixed or operable panels adjacent to a door where
nearest exposed edge of the glazing is within a 24 -inch arc of
either vertical edge of the door in a closed position and where the
bottom exposed edge of the glazing is less than 60 inches above the
walking surface.
7) Glazing in an individual fixed or operable panel, other than those
locations described in items 5 and 6 above, than meets all of the
following conditions:
A. Exposed area of an individual pane greater than 9 square feet.
B. Exposed bottom edge less than 18 inches above the floor.
C. Exposed top edge greater than 36 inches above the floor.
D. One or more walking surfaces within 36 inches horizontally of
the plane of the glazing.
8) Glazing in railings regardless of height above a walking surface.
Included are structural baluster panels and nonstructural in -fill
panels.
9) Glazing in walls and fences used as the barrier for indoor and
outdoor swimming pools and spas when the bottom edges is less than
60 inches above the pool side and the glazing is within 5 feet
of the pool or spa water's edge.
10) Glazing in walls enclosing stairway landings or within 5 feet of
then bottom and top of stairways where the bottom edge is less
than 60 inches above the walking surface.
saunas,
of a
exposed
surface
the
Stickout
Stickout is the amount of thread sticking out beyond the
face of the nut after tightening. The Specification
reiiife'ftie't is that the end of the bolt be at least flush
with the face of the nut. It is not permitted for the bolt end
to be below the face of the nut after tightening is
completed.
There is no maximum stickout by specification, but
excessive stickout indicates a risk that the nut has
actually met the thread runout. If this has occurred,
pretensioning is questionable for the calibrated wrench
and twist -off bolting methods because the nut would
cease rotation and the torque would become very high,
although the bolt would remain loose. For the turn -of -nut
method, the required turns could not be applied. For the
direct -tension -indicator (dti) method, the dti gap
requirements could not be achieved.
For pretensioned bolts, a second danger of maximum
stickout is that the risk of thread stripping is increased.
The bolt threads will neck down in the very short region
between nut face and thread runout when the bolt is
pretensioned, reducing the thread contact between bolt
and nut.
Bolt ductility (ability to stretch) is highest when the nut is
flush with the end of the bolt because of the maximum
number of threads available for stretching. With
maximum stickout, the bolt's ductility is reduced because
the stretch is limited to the very short length of thread in
the grip.
Excessive stickout measurement is determined by the
actual bolt and nut combination, and can be checked
visually using an untightened bolt with the nut run up to
the bolt thread runout. Generally, six threads of stickout
can be permitted for 1/2", 5/8", 3/4" and 1-118" bolts. For
718",1",1-114" and 1-3/8", five threads of stickout can be
permitted, and for 1-1/2" bolts, four threads. Stickout
beyond these values should be checked with the
comparison set, and may be found acceptable.
A traditional "rule of thumb" had been to require two
threads of stickout for high-strength bolts. This was a
guideline developed for applications when the threads -
excluded condition was specified. It is neither a valid
indicator that the threads -excluded condition has been
achieved, nor is it required by specification, and therefore
should not be part of an inspection requirement.
Ref: RCSC Sections 2.3.2 and 2.7.2
-64-
Torque
The use of torque has long been associated with
methods of• pretensioning and inspecting bolts. The
object of pretensioning bolts is to achieve a minimum
tension, not torque, in the bolts. There is a relationship
between torque and tension, but it is highly variable and
must be used with caution.
The variables in the torque -tension relationship include
lubrication, thread fit, the use of a washer and the tension
in the bolt. The torque used to tighten a bolt is consumed
by overcoming the friction between nut and washer
(about 60%), overcoming the friction between bolt thread
and nut threads (about 30%), and providing energy to
elongate the bolt (about 10%). Tests have indicated that
torque -tension relationships for structural bolts easily vary
by as much as 40%.
The RCSC Specification does not permit the use of any
tabulated torque or calculated torque for either installation
or inspection. installation and inspection torques must be
determined using Skidmore -Wilhelm (or similar) devices
to establish actual tension, then determine the torque.
A basic equation to estimate the torque -tension
relationship is:
T=0.0167xPxD
where
T = torque (foot-pounds)
P = bolt tension (pounds)
D = bolt diameter (inches).
The value 0.0167 is a traditional industry average. It can
range as low as 0.01 for well -lubricated assemblies and
can exceed 0.025 for dry or rusty fasteners.
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SENTINEL BUILDING SYSTEMS
P. O. BOX 345
ALBION, NE 68620
(800) 327-0790
ERECTION DRAWINGS
FOR
TALLY HO CONSTRUCTION
145 COUNTY RD 225
RIFLE, CO 81650
PROTECT:
WARREN WEINRIES
HWY 6 & 24
RIFLE, CO 81650
T02280
BUILDING DATA:
Width (ft) = 60
Peak Offset (ft) = 30
Length (ft) = 140
Eave Height (ft) = 18
Roof Slope (rise/12) = 2:12
Dead Load (psf) = 3.28
Live Load (psf) = 20
Load Reduction = No
Collateral Load (psf) = 0
Roof Snow Load (psf) = 40
Wind Load = 80 mph
Wind Code UBC 97
Closure = Partial
Exposure = B
Importance - Wind _ 1.00
Importance Seismic = 1.00
Seismic Zone = 1
Seismic Coefficient = 0.190 Ca �`
Designer = Oki6,470���g TLM •
Detailer = TLM
DATE: 8/14/02
tutt s 4. - ( }O y ca
�0 y i
000
s..Io '-
1
INSPECTION WILL NOT BE MADE UNLESS
„-,,THIS CARD IS POSTED ON THE JOB
24 HOURS 11OTICE,REQUIRED FOR INSPECTIONS-
BUILD11416-1PERMit
GARFIELD COUNTY, COLORADO: rye`
Date Issued! ,. a*Zoned Area Permit No.,.3.5 54
AGREEMENT
In consideration of the issuance of this permit, the applicant hereby agiees to comply with all
laws and regulations related to the zoning, location; construction and erection of the proposedstructure for which this permit is granted, and further agrees that if the above said regulations
are not fully complied with in the zoning, location, erection and construction of the above
described structure, the permit may then be revoked by notice from the County Building
Inspector and IMMEDIATELY BECOME NULL AND VOID.
(Use
ddr ss Legal Description
Setb�,
ron amide. Sade Ear
This" ird t-BePosted-Suit-is Plainly Visible From The Street=Unto i�irsarcnlspe`tin ,
INSPECTION RECORD
Footing ) -- % • 6 ,?...-
?.- r
Foundation
Foundation !20-7/v.Z , -hi- P
Underground Plumbing ,die
Insulation 4 503 pivj
Rough Plumbing /Up
Drywall
Chimney & Vent .3' -AD -rep,
Electric Final (by State Inspector),5-3 , 63 0
Gas Piping 4)4.-
Final -Vii---03 r—
Eleetric Rough (By, State Inspector) 11_e461.,
Septic Final it ~e
Framing gi �n '03f -0
(To include Roof in lace and W' do s
and Doors installed).
Notes:
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado.
APPROVEDDO NOT DESTROY THIS CARD
IF PLACED OUTSIDE CO + R WITH CLEAR PLASTIC