HomeMy WebLinkAboutApplication- PermitINSPECTION WILL NOT BE MADE UNLESS
THIS CARD !S POSTED ON THE JOB
i '4 HOURS NOTICE REQUIRED FOR INSPECTIONS
1:1LJILD HG PERMIT
s
ARF EL q0UNTY, COLORADO
Date Issued... :limed Area
Permit No.7
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AGREEMENT
In consideration of the issuance of this permit, the applicant hereby agrees to comply with ail
laws and regulations related to thezoning, 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 laoning, location, erection and construction of the above
described structure, the permit may then be revoked by notice from the County Building
Inspe or and IMMEDIATELY BECOME NULL AND VOID.
Use
MITIS t t.. -
Addressor l pc cription
Ower 1/ f
ir tall
Setbacks
Front Side Side Rear
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INMPECTION RECORD
Footing 1�Or (--1— 07 1
5
Foundation 5-3101 a , I-1
- Underground Plumbing 1
Insulation 9-4 -o ?
Rough Plumbing !
Drywall 9 .��-of
Chiuitaey & Vent 9_1
Electric Final (by State spector) /1/2. f 41 j
Gas piping C . I _6(
Final j(.-2�Gee 7.
Electric Rough (By St to Inspectors
Septic Final - .
Framing 9,-4-0[ 1 Notes:
(To include Raof in place a d' Windows E
and Doors installed).
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.
ED DO NOT DESTROY THIS CARD
By
W PLACED OUTS i E- COVER WITII CLEAR PLASTIC
GARFIELD COUNTY
BUILDING, SANITATION,
and PLANNING DEPARTMENT
109 8th, Street, Suite 303
Glenwood Springs, CO 81601(970) 945-8212
Job Address in Si -� ,\%.LADo . 1K? (240
Nature of Work Eui tom]
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INa. 7944
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owner_VIEP
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Amount of Permit.$ 3- Z ` Date
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GARFIELD COUNTY BUILDING PERMIT APPLICATION
GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO
ELEPHON'E: (970) 945-8212
PERMIT NO. --ICI. Li `1
INSPECIIONLINE: (970)384-5003
PARCEL/SCHEDULE NO.
t0B ADDRESS: & g 1't1 ,- .-f e � (I (-_,50--\---\ � � � , C"D
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A SEPARATE
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WORK IS
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NOTICE
SI.SCCRIi.AL MOAT al P.HQLitRGD AND MUST BE ISSUED
BECOMES NUJ. AND VOID iF WORK
IS NOT COMMENCED WITHIN ISO DAYS, OR IF
SUSPENDED OR ABANDONED FORA PERIOD OF HO
LS COMMENCED.
CERTIFY THAT 1 HAVE READ AND EXAMINED TEAS
THE &AAdE TO BE TRUE AND CORRECT. ALL PROVISIONS
c THIS TYPE OF WORK WILL BE W11,ipuI3D WIIiIwiiEIB
a . NOT. '[Tie GRANTING OF A PERMIT DOES NOT
ti 0 VIOLATE. OR CANCEL THE PROVISIONS OP ANY
• : e 1 i 0 CONSTRUCTION OR THE
i iFA14II4G
BY THE STATS OF
OR CONSTRUCTION
CONSTRUCTION OR
DAYS AT ANY TIME
APPUC_AIION AND
OF LAWS
PLAN CHECK FEE:
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PERMIT TEE:
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TOTAL, FSE:
DATE PERM[I' ISSUED:
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AUNT
iI RMISSIOPI 15 HEREBY CANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OROWNERTO CONSTRUCT THE, SIRTICTUKE AS
IETAILED ONPLANS AND SPECIFICATIONS SUBMITTED TO .AND REVIEWED EY ME MILDINGDEPARTMENT.
N CONSIDERATION OF THE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY ACAS TO COMPLY WITH ALL BULLRING CODES AND LANs] USE REGULATIONS ADOPTED BY
3ARFTE D COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.2S.20I CRS AS AMENDED. THE SIGNER FURTHER MIMES THAT IF TIE ABOVE SAID ORDINANCES ARE NOT FILLY
;O2NPLIED WITH 1N THE iDCATION, ERECTION, CONSTRUCTION AND VSE OP THE ABOVE DESCRIBED STRUCTURETHE PERMIT MAY THEN BE REVOKED EY NOTICE FROM
rHECOUNTY AND TFIAT TEEN AND TEM IF MAIL BECOME NULL AND VOID.
CIE ISSUANCE OF A PEWIT BASF] UPON PIANS, SPLCAPICATTON3 AND OTHER DATA St3AII. NOT PREVENT THE BUILDING OFFICIAL PEOM THEREAFTER. REQUIRB4G. THE
ARRSGTiDN OF ERRORS DI SAID PLANS. SPECIFICATIONS AND 0T1iER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED 014 THEREUNDER WHEN LI
JIDLATION OF ma CODE OR ANY OTHER ORDINANCE OR REGULATION OFTITIS JURISDICTION,
CITE REVIEW OF THE SUBMITTED PANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY
UISPONL5161LTTT S OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES, THE RESPONSETRIlY FOR THESE ITEMS AND milummaAnco
]1R140 CONSTRUCTION RES'T'S SPEOIFICALLY WITH THE ARCHITECT. DESIGNEE, BUILDER AND OWNER. moans An ATTENDED TO BE CONSERVATIVE AND DI SCPPOPCI'
)17 THE OWNERS INTEREST.
3erform.003 1 HEREBY ACKNOWLEDGE TITAT IHAVE READ AND UNDERSTAND THE AGREEMENT ABOVE.1$TITIALI
The following items are required by Garfield County for a final inspection:
1. A final Electrical Inspection from the Colorado State Electrical Inspector;
2. Permanent address assigned by Garfield County Building Department posted where readily
visible from access road;
3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows
installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent
kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all
necessary plumbing;
4. A complete bathroom, with wash bowl, tub or shower, toilet stool, hot and cold running
water, non-absorbent floors and walls finished and a privacy door;
5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or
decks over 30" high constructed to all 1994 UBC requirements;
6. Outside grading done to where water will detour away from the.building;
7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of
extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all
the required items are completed and a final inspection made.
A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE
ITEMS HAVE BEEN COMPLETED.
* * * *CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY
(CO.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE
CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATION
PREMISES UNTIL ABOVE CONDITIONS ARE MET.
erstand and agree to abide by the above conditions for occupancy, use and the issuance of a
ate of Occupancy for the dwelling under building permit # -79 L L
Date
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BUILDING PERMIT CONDITIONS LIST
1994 UNIFORM BUILDING CODE
Plan Check Number: Job Address: 6881 Hwy 82
Owner: VIPP Contractor: To be determined
Phone: 925-9393 Type of Construction: V -N
Occupancy Classification: M and 13 Number of Stories: 2
Floor Area: 7048 sq. ft. Valuation: $284,495.32
The following conditions are based on the 1994 edition of the Uniform Building Code. The approval of plans
and specifications does not permit the violation of any section of the Uniform Building Code or any federal,
state or local regulations. These conditions are part of the Building Permit and must be met prior to issuance
of a Certificate of Occupancy.
Any and all deviations from the original plans and specifications approved by the Building
Department shall be submitted to the Building Department for approval prior to installation.
The purpose of this review is to provide for minimum protection of life, limb, health, property, environment
and for the safety and welfare of the consumer and general public as regulated by the Uniform Building Code,
Uniform Plumbing Code and Unifornn Mechanical Code.
GENERAL CONDITIONS
G-7 The approved plans and the Building Permit are to be kept on the site during construction. The approved plans
must be available for reference during inspections.
G-8 Approved numbers or addresses should 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. Section 502.
ELECTRIC
E-3 Contact State Electrical Inspector (945-27%) for requirements for an electrical permit.
SITE
5-1 Provide for erosion control during construction.
S-3 It shall be the developer's responsibility to provide for dust control on the site during construction.
5-4 Notify all utilities for line locations and approval prior to beginning any excavation on site. (Electric, Water/Wastewater,
Rocky Mountain Natural Gas, Telephone, etc.)
S-5 It is the Developer's responsibility to control mud flows and dirt from entering the public right-of-ways from the site.
Clean-up in the right-of-way must be achieved by the developer in a manner other than water wash down into the storm
sewers.
7R
S-20 Any retaining wall on the site which exceeds 5' in height shall be engineered by a. Colorado licensed P,E.
OCCUPANCY REQUIREMENTS
Group B Occupancies Group B Occupancies
BO -1 A one-hour fire -resistive occupancy separation should be provided between rooms containing a boiler, central heating
plan, or hot-water supply boiler and the rest of the building when the largest piece of fuel equipment exceeds 400,000
BTU per hour (117.2 kW). Section 302.5
BO -3 Light and ventilation should comply with Section 1202.
Group M Occupancies
MO -2 Light and ventilation should be shown to comply with Section 1202.
SanitationSanilat ion
SA -1 Water closet rooms should be separated from food preparation storage rooms by a tightfitting door. Sec. 302.6.
SA -2 Walls and floors of bathrooms shall be finished with non absorbent materials per Sec. 807.1
AREA & TYPE OF CONSTRUCTION
C-1 It was assumed that the uses and materials in the building will be compatible with group B and M Occupancies.
C-2 Exterior stairs shall be constructed per Sec. 606.4.3
C-3 Type V -N construction should be used in accordance with Table No. 6-A, minimum.
FI RE -RESISTIVE CONSTRUCTION
FR -9 Penetrating items passing entirely through both protective membranes of bearing walls required to have a fire -resistive
rating and walls requiring protected openings should be protected with through -penetration fire stops. Section 709.6.
FR -l0 The T rating for through -penetration fire stops in fire -rated walls requiring protected openings should apply to the
following locations (Section 709.6):
1. Above corridor ceilings which are not part of a fire -resistive assembly.
2. Below any ceiling.
FR -11
FR -I5
FR -16
Where wall -protective membranes are penetrated by larger openings or materials not listed in Section 709.7, the
penetrating items should comply with the following:
1. Membrane -penetration fire stops suitable for the method of penetration; or
2. Installed in accordance with their listing and installation instructions.
Smoke dampers should be installed and be accessible for inspection and servicing in the following locations in accordance
with Section 713.10:
2. Penetrations of tire -resistive construction of corridors serving as required exits. See exception.
Fire dampers should be installed and be accessible for inspection and servicing in the following locations in accordance
with Section 713.11:
2. Penetrations of the fire -resistive construction of corridors serving as required exits. See exception.
FR -.17 Walls and ceilings of corridors should be of one-hour fire -resistive construction. An architectural section through the
corridor should be provided to show how this is accomplished. Section 1005.7.
FR -18 Interior openings into corridors should be protected as set forth in Section 1005.8. Door openings should be protected by
20 -minute -rated smoke- and draft -control assemblies. Other openings are limited to fixed glazing listed and labeled for a
three -fourths -hour fire -protection rating and should not exceed 25 percent of the area of the common wall.
FR -30 Fire blocks should be provided in accordance with Section 708.2 in the following locations:
7Q
1. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels.
2. In concealed spaces of stud walls and partitions, including furred spaces, at 10 -foot (3048 mrn) intervals along the
length of the wall.
3. At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and
cove ceilings.
4. In concealed spaces between stair stringers at the top and bottom of the run and between studs along and in line with
the run of stairs if the walls under the stairs are unfinished.
5. In openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at
ceiling and floor levels, with noncombustible materials.
6. At openings between attic spaces and chimney chases for factory -built chimneys.
FR -32 Draft stops should be provided in the following locations:
3. In buildings used for other than residential occupancies, draft stops should be installed in wood -frame floor -ceiling
construction containing concealed space. Such draft stops should be installed so that the area of the concealed space
does not exceed 1,000 square feet (93 m2) and so that the horizontal dimension between stops does not exceed 60 feet
(18 283 m) Section 708.3.1.1.3.
5. In buildings used for other than residential occupancies, draft stops should be installed in the attic (mansards)
(overhangs) (false fronts set out from walls) (similar concealed spaces) formed by combustible construction. Such
draft stops should be installed so that the area of the concealed space does not exceed 3,000 square feet (279 m2) and
so that the horizontal dimension between stops does not exceed 60 feet (18 288 mm). Section 708.3.1.2.2.
FR -33 ❑raftstopping materials should not be less than 1/2 -inch (12.7 mm) gypsum board, 318 -inch (9.5 mm) wood structural
panel, 318 -inch (93 mm) Type 2-M particleboard or other approved materials adequately supported. Section 708.3.1.3.
FR -39 Construction joints in the resistive floors and walls shall comply with Sections 709.8, 710.6 and 706.
FR -40 Through penetration fire stops in fire resistive walls and floor ceiling assemblies shall be provided per Section 702,
709.6, and 714.
FR -41 Provide listings, details and specifications for approved Iisted fire resistive assemblies for approval prior to
installation for the 1 Hour Occupancy separation. Section 703.
INTERIOR FINISHES AND INSULATION
M1 -i The interior wall and ceiling finishes should be specified to comply with Table 8-13 and Section 803.
MI -3 Minimum design thermal resistance requirements: Exterior wall assembly: R-19, rooficeiling or floor over exterior: R-30.
(G.S.M.C. 060.030) insulation shall comply with Section 707 and 2602 of the UBC and shall not be left exposed (i.e.
attic, unfinished areas, etc.)
MI -4 Foam plastic insulation should comply with Section 2602.
MI -9 Thermal and acoustical insulation should comply with Section 707.
MI -15 Water-resistant gypsum backing board should not be used in the following locations (Section 2512):
a. Over a vapor retarder.
b. In areas subject to continuous high humidity.
c. On ceilings where frame spacing exceeds 12" on center.
M1-16 Prefabricated construction should comply with Section 1704.
MI -17 Interior finish materials shall comply with the flame spread requirements of Section 804
MI -18 Gypsum wallboard shall be installed per Sections 2501, 2593, 2504, 2511, 2512, and 2513.
EXITING REQUIREMENTS
RI)
General Requirements
X-6 Exits should have a minimum separation of one half the maximum overall diagonal of the building or area served
measured in a straight line between exits. Section 1003.3.
X-10 Exits should not pass through kitchens, store rooms, restrooms, closets or spaces used for similar purposes. See. 1003.5.
Dams
X-13 Exit doors should swing in the direction of egress when required by Section 1004.2_
X-14
Exit doors shall be openable from the inside without the use of a key, special knowledge ar effort. See exception for
allowing key -locking hardware on the main exit of Group l3, F, M and S Occupancies. Manually operated edge- or
surface -mounted flush or surface bolts are prohibited. Automatic flush bolts are allowed on pairs of doers, provided the
door with the flush bolt has no knobs or surface -mounted hardware. Section 1004.3.
X-18 Every required exit doorway should be of a size to permit the installation of a 3 -foot (914 mm) by 6 -foot 8 -inch (2032
mm) door. When installed, exit doors should be capable of opening so that a minimum clear width of 32 inches (813 mm)
is provided. Section 1004.6.
X-21 Landings at doors shall comply with Section 1004.9 and 1004.10.
X-22 The floor or landing on each side of doors shall not be more than h/ inch (13 mm) lower than the threshold of the
doorway. Section 1004.9.
Exit Corridors
X-28 1 hour fire resistive corridors with 20 minute doors and opening protection are required when serving occupant loads
over 30. Sec. 1005 Corridors should have a minimum width per Section 1005.2
X-29 Handrails and doors, when fully opened, should not project more than 7 inches
(178 mm) into the required corridor or hall width or more than one half the required corridor width when doors are in any
position. Other nonstructural projections such as trim and similar decorative features may project into the required width
1112 inches (38 mm) on each side. Section 1005.4.
Stairways
X-32 Stairways and handrails shall comply with Sec. 1006.
X-34 Handrails should not project more than 31/2 inches (89 mm) into each side of the required stairway width. Stringers and
other projections such as trim are limited to 1112 inches (38 nim) on each side. Section 1006.2.
X-35 Risers on stairways should not be less than 4 inches (102 mm) ar exceed 7 inches (178 mm) and runs should not be less
than 11 inches (279 mm). Section 1006.3.
X -35a The largest tread run or rise shall not exceed the smallest by more than 318 inch (9.5 n'im), except as permitted in Sections
1006.4, 1006.5 and 1006.6. Section 1006.3.
X-38 The top of handrails should be placed not less than 34 inches (864 mm) or more than 38 inches (965 min) above the
nosing oftreads. Section 1006.9.
X-39 Handrails projecting from a wall should have a space of not less than 11/2 inches (38 mm) between the wall and the
handrail. Section 1006.9.
X-40 The handgrip portion of handrails should not be less than 11/4 inches (32 mm) or more than 2 inches (51 nun) in cross-
sectional dimension or the shape should provide an equivalent gripping surface. The handgrip portion should have a
smooth surface with no sharp corners. Section 1006.9.
X-41 Handrails should have their ends returned or should terminate in newel posts or safety terminals, Section 1006.9.
X-42 At least one handrail should extend at least 12 inches (305 mm) beyond the top and bottom risers. Section 1006.9.
X-43 Guardrails for stairs, balconies and landings should conform with Section 509. Note that maximum clearance between
R1
intermediate rails should be 4 inches (102 mm) and guardrail height should be at least 42 inches (1067 mm). Section 509.
X-47 A minimum headroom clearance for stairways shall not be not less than 6 feet 8 inches (2032 mm). Section 1006.15.
Ramps
X-49 Ramps used as exits should comply with Section 1007.
Exit Illumination and Signs
X-57 Exits should be illuminated to comply with Section 1012.1.
X-59 Exit signs should be provided in accordance with Section 1013.
ACCESSIBILITY
Accessible Exterior Routes (U.B.C. Section 1102 and Appendix Section 1106)
ACC -23 Accessible exterior routes shall be provided from:
a. public transportation stops.
b. accessible parking spaces.
c. public sidewalks.
Ramps (U.B.C. Sections 1102 and 1104)
ACC -42 Ramps shall have slopes not steeper than 1:12.
ACC -43 Maximum rise for any ramp shall not exceed 30 inches (760 mm) without a landing.
ACC -44 Landings are required to be a minimum of 60 inches (1525 mm) in length.
ACC -45 Landings that are a part of a change in direction shall be 60 inches (1525 mm) by 60 inches (1525 cnn).
ACC -46 Handrails are required on both sides of ramps with a rise greater than 6 inches (150 mm).
ACC -47 Handrails are required on both sides of ramps when the run exceeds 72 inches (1830 mm).
ACC -48 Top gripping surfaces of handrails shall be Iocated at a height of 34 inches (865 mm) to 38 inches (965 num) above the
surface of the ramp.
ACC -49 Handrails shall have a clear space between the handrail and the wall of 1 t12 inches (38 mm) minimum.
ACC -50 Handrails shall have a continuous, grippable surface free of any sharp or abrasive elements.
ACC -51 Handrails shall have edges with a minimum radius of 118 inch (3.2 mm).
ACC -52 Handrails shall have a circular cross section of 11/4 inches (32 atm) minimum and 2 inches (51 mm) maximum. Other
shapes are permitted when their perimeter dimension is 4 inches (100 mm) minimum and 6'/4 inches (160 mm)
maximum, provided their largest cross-sectioned dimension does not exceed 2114 inches (57 tnm).
ACC -53 Clear width of ramps shall be a minimum of 36 inches (915 mrn).
ACC -54 Level landings shall be provided at the top and bottom of each run.
ACC -55 Landings shall be at least as wide as their widest connecting ramps.
ACC -56 Doors located at landings shall have clearances for approaches in front of the door.
ACC -59 Ramps, approaches and landings located outdoors shall be designed to prevent the accumulation of water on the surfaces.
ACC -60 Goss slopes of ramps shall not be steeper than 1:48.
AccessibleEntrances(u.B_C. Sections 1103 and 1103.2)
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ACC -65 Each building or structure shall be provided with at least one accessible entrance. U.B.C. 1103.2.3
ACC -66 Each separate tenancy within a building shall be provided with at least one accessible entrance. U.B.C. 1103.2.3
ACC -68 Building entrances serving accessible parking, passenger loading zones, public streets, and sidewalks or interior vertical
access shall be accessible. U.B.C. 1103.2.3
Doors(u.B.c. Section 1103)
ACC -72 Accessible doors shall comply with U.B.C. 1104
ACC -76 Front approach to the pull side of a door requires a minimum of 60 inches (1525 mm) minimum clearance perpendicular
M the door and 18" clearance parallel on the latch side.
ACC -79 Hinge -side approach to the push side of a door requires a minimum of 42 inches (1065 mm) perpendicular to the door and
a minimum of 54 inches (1370 mm) parallel. A door equipped with both a latch and a closer requires a minimum of 48
inches (1220 ram) perpendicular to the door as well as 54 inches (1370 mm) minimum parallel.
Building, Accessibility by occupancy (U.B.C. Section 1103.1)
Group B (U.B.C. Section 1103.1.2.3)
ACC -112 Group 13 Occupancies shall be accessible.
ACC -114
ACC -115
Group 13 Occupancies shall have accessible:
a. routes of travel.
b. entrances.
c. doors.
When provided, Group 13 Occupancies shall have accessible:
a. stairways.
b. elevators.
c. platform lifts.
d. egress or areas of refuge.
e. bathing and toilet facilities.
f. drinking fountains and water coolers.
g. telephones.
h. seating, tables and service counters.
1. alarms.
h. seating, tables and service counters.
i. alarms.
Group M (U.B.C. Section 1103.1.2.8)
ACC -134 Group M Occupancies shall be accessible.
ACC -136
Group M Occupancies shall have accessible:
a. routes of travel.
b. entrances.
c. doors,
ACC -137 When provided, Group M Occupancies shall have accessible:
a. stairways.
h. elevators.
c. platform lifts.
d. egress or areas of refuge.
e. bathing and toilet facilities.
f. drinking fountains and water coolers.
g. telephones.
h. seating, tables and service counters.
1. alarms.
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Bathroom Facilities (U.B.C. Section 1105)
ACC -178a Accessible bathroom facilities and fixtures shall comply with CABOT ANSI A.117.1.
ACC -208 In occupancies other than Group R, each toilet room shall be accessible. U.B.C. 1105.2.2
ACC -209 At least one of each type of fixture in an accessible toilet room shall be accessible. U.B.C. 1105.2.2
ACC -210 At least one of each type of element in an accessible toilet room shall be accessible. U.B.0 1105,2.2
Egress and Areas of Refuje (U.B.C. Section 1104.1.1)
ACC -252 All required accessible spaces shall be provided with not less than one accessible means of egress. U.B.0 1104.1.1
ACC -253 When two or more exits are required from any accessible space, each accessible portion of the space shall be served by
not less than two accessible means of egress. U.B.C. 1104.1.1
Counters and WindowsCaunters and Windows (U.B.C. Section 1105.4.4.2)
ACC -344 Where customer sales and service counters or windows are provided, a portion of the counter or at least one window shall
be accessible. U.B.C. 1105.4.4.2
Checkout AislesCheckout Aisles (U.B.C. Section 1105.4.43)
ACC -347 Accessible checkout aisles shall be installed in accordance with Table 11-C. U.B.C. 1105.4.4.3
Controls, Operating Mechanisms and Hardware (U.B.C. Section 1105.4)
ACC -352 Controls, operating mechanisms and hardware intended for operation by the occupant—including switches that control
lighting and ventilation and electrical convenience outlets—in accessible spaces, along accessible routes or as parts of
accessible elements shall be accessible. U.B.C. 1105.4.
GENERAL CO1VSTRUCTIONREGULA.T1ONS
Structural Re iuirements
ST -3 Specifications should be provided for all structural construction materials by the structural engineer. Section 106.32.
ST -11
The structural engineer should specify on the plans design loads used (i.e., basic wind speed, exposure, snow Ioads, floor
loads, eta) and stating that the plans and specifications are designed in accordance with the Uniform Building Code.
ST -16 Buildings and structures shall be designed and built for at least a 40 psf snow load, Section 1605.4.
Foundataan
FN -13 Concrete strength shall be as specified by the engineer on plans and Section 1928 , minimum.
FN -14 Foundations shall extend below frost line, Section 1806.1.
FN -20 Soils classification and analysis by a qualified and licensed soils engineer shall be required by the building official, Section
1804.3.
FN -34 Foundation supporting wood shall extend at least 6 inches above the adjacent finish grade.
FN -35 Anchor bolts shall comply with. Section 1806.5.
FN -47 Provide minimum slab thickness per Section 1924.
Wood Framing
WF -13 Lateral bracing should be provided in accordance with Section 2326.11.3.
WF -18 Built-up girders and beams should be nailed together as specified in Table No.23-1-Q
R4
WF -19 Wood stud size, spacing and maximum height should comply with Table No.23-I-R-3 or calculations justifying studs
should be submitted.
WF -21 Installation of T.J.1 's must comply with N.E.A. 119. Manufacturer's requirements thr boring holes and cutting of j oist
must be followed. (Le., flanges must never be cut or notched, etc.)
WF -21a Installation of wood I joists must comply with manufacturer's specifications.
WF -22 Lumber beams, rafters, trusses and joists shall be supported laterally over beams and points of bearing with solid
blocking. Bridging or solid blocking shall be installed at intervals not exceeding 8 feet when the ratio of depth to thickness
exceeds 5 to 1 (Le., 2 x 12), Sections 2306.7, 2326.8.3, 2326.12.7.
WF -27 Provide approved treated, construction redwood or cedar sill plates and sleepers on concrete or masonry slabs in
accordance with Section 2317.2.
WF -28 Floor and roof sheathing shall comply with Section 2322 of the UBC.
WF -29 Conventional light wood frame construction should comply with the provisions of Chapter 23.
Exterior Wall
WL -2 Provide weather -resistive barriers thr exterior wall coverings as required by Sections 1402, 2320 and 1403.6.4.2.
WL -11 Balconies, landings, exterior stairways, occupied roofs and similar surfaces exposed to the weather and sealed underneath
should be waterproofed and sloped a minimum of 1/4 unit vertical in 12. units horizontal (2% slope) for drainage. Section
1402.3
WL -15 Provide flashing for all exterior openings per Section 1402.2.
Roof
RU -1 A Group 13 and M Occupancy should have a roof covering classification in accordance with Table No. 15-A.
RF -2 Foam plastic insulation used in a roof -covering assembly should comply with Section 2602.5.3.
RF -3 Please submit detailed information on the proposed roof system which indicates compliance with Chapter 15 of the UBC.
RF -4 Roof coverings should be Class (C). Table No. 15-A. Details or specifications complying with Section 1504 should be
provided.
RF -10 Roofing drainage should not flow over public property. Section 1506.5.
RF -11 Roof drainage must comply with UBC Section 1506 and Appendix D of the UPC, if applicable.
RF -12 Roof drain system shall not tie into perimeter foundation drain.
RF -I3 Overflow drains having the same size as roof drains connected to drain lines independent from roof drain lines should be
provided. In lieu of this, overflow scuppers three times the size of roof drains should be installed in parapet walls. The
overflow system should have inlets located 2 inches above the low points of the roof. Section 1506.3.
RF -I4 Roof systems should be sloped a minimum of'' inch in 12 inches for drainage. Section 1506.1.
R14-18 Built-up roof -covering application should comply with Table No. I5 -E (15-F) (15-G)_
RF -19 Enclosed rafter spaces shall have cross ventilation for each rafter space. The net free ventilation area shall be not less than
1/150, Section 1505.3.
RF -25 Skylights should comply with Section 2409. Plastic skylights are allowed under the conditions specified in Section
2603.7.
R5
RF -25 Skylights should comply with Section 2409. Plastic skylights are allowed under the conditions specified in Section
2603.7.
RF -29 Metal roofing shall be installed per Section 1507.8.
RF -30 Roof insulation shall conform and be installed per Section 1510.
RF -32 Install roof membrane system per Section 1507, manufacturers' specifications and approved listings.
RF -33 Roof flashing shall be installed per Section 1508 and 1509.
RF -34 Access shall be provided to mechanical equipment on roofs per the UMC. Sec. I5I3.
GLASS & GLAZING
GG -1 Light -transmitting plastics should comply with Section 2603.
GG -4 Safety glazing should be provided at hazardous locations. Section 2406.4.
UNIFORM PLUMBING CODE
PL -2 Plumbing and mechanical must comply with the 1994 Uniform Plumbing Code (UPC) and the Uniform Mechanical Code
(UMC).
PL -3 Pipe insulation shall have a flame -spread rating not to exceed 25 and a smoke density not to exceed 450. Section 707.2,
UBC.
UNIFORM MECHANICAL CODE
M-1 Gas furnace or boiler and water heater shall comply with the UPC and the UMC. (i.e., combustion air, installation,
clearances, access, venting, gas line sizing, etc.) Plans were not submitted for review.
RA
GLENWOOD SPRINGS BUILDING INSPECTION DEPARTMENT
806 Cooper Avenue
Glenwood Springs, Co. 81601
(970) 945-2575
Plan Review Correction List
VIPP (Thunder River Market) Addition
6818 Hwy 82
Garfield County, Co.
January 11, 2001
The following comments based on the 1994 edition of the
Uniform Building Cocie shall be resolved prior to the issuance of
the building permit. The purpose of this review is to provide
for minimum protection of life, limb, health, property,
environment and for the safety and welfare of the consumer and
general public as regulated by the UBC.
1. Provide an exit sign plan specifying backup power
with signs specified at a minimum at the rear exit doors in the
new retail area and in the 2nd floor at the exit doors and in the
hall. Sec 1013.1
2. Provide a window and door schedule for approval to
verify door widths and light and ventilation requirements if
required by the Building Official. Notes on the plans and the
Conditions of Permit call for general compliance with these
sections of the code. Sec. 1104.6, 1202.
3. Exit illumination should be provided on all levels.
Provide a lighting plan if required by the Building Official.
Notes on the plans and the conditions of permit call for general
compliance with these sections of the code. Sec. 1104.6, 1202.
4. The main level new retail space requires 2 exits.
Based upon the occupant load the #8 double door must swing out
in the direction of travel. If the door is changed to swing out
it will obstruct the stairs. Provide revised plan for approval.
Sec. 1004.2, 1005.4
5. The exit ramps shown on the plans appear to exceed
allowable slopes. Please verify. The maximum slope permitted
is 1:8. If they are required to be accessible they should not
exceed 1:12. It appears that both are required exits and
therefore must be accessible. Verify slopes and provide revised
plans as necessary. Sec. 1007, 1103.2
6. The office {103) and HC bath on the main level access
through the storage room and then through the retail sales room.
Exiting through storage rooms is not permitted. Provide a wall
separating the storage room and creating an unobstructed hall to
exit from the bath and office. Sec. 1003.5
7. The upper level appears to meet the definition of a
second story (Sec. 220). 2 exits conforming with minimum
separation of exits requirements of Sec. 1003.3 are required.
Since this space may be rented to a separate future tenant per
the floor plans, a corridor should be constructed from the large
office space to the exit in the future tenant space (201), or
provide a revised plan for approval. If the future tenant space
exits into this corridor instead of through anew door to the
exterior, a 1 hour rated corridor with 20 minute opening
protection (doors) will be required per Sec. 1005.
8. The only insulation specified on the plans is in the
new 2x6 frame walls. Specify other wall, foundation and roof
insulation for approval that complies with Garfield County Code
requirements. Sec. 106.
9. Group B and M occupancies are required to be
accessible and have accessible facilities. It is not clear
whether the existing bathrooms to be enclosed in the new hall
meet accessibility requirements. Verify. If they do not,
accessible bathrooms will be required on the 13t level for the
new retail area. The 2°d story is accessible from grade so
accessible facilities are required. The bathrooms provided on
the 2na level are not accessible. Provide accessible bathrooms
on this level or demonstrate that accessible bathrooms on the
main level can be accessed from the upper level via an
accessible route. Sec. 1103.2, 1105.
10. The doors to Office (205) and the Conference room do
not meet the requirements for accessibility per Sec. 1106. See
ANSI 4.13. Provide revised plan.
11. No roofing system is shown. Specify a roof system
for approval. The roof covering and insulation must be part of
listed Class C roofing system. Provide an approved listing.
Sec. 1503.
It must comply with Class C roof assembly requirements.
Sec. 1504, 1507.
12. The roof drainage plans are minimal. Provide
additional details if required by the building official
specifying slope, overflow drains and termination of the
drainage system demonstrating that roof drainage will not flow
over public property. Sec. 1506.
13. The structural engineer should specify on the plans
the design loads used in designing the building, material
specifications for structural wood, concrete, and masonry, and
retaining walls, and any other information, details and
specifications necessary to ensure compliance with the
structural provisions of the UBC. Sec. 106
14. Additional fees may be required for the review of
response submittals. It is recommended that all changes,
additions, and deletions to the plans he clearly shown (clouding
is recommended) to facilitate the review of resubmittals. Only
one (1) copy of the plans was submitted for review by the
Building Department. Please provide two (2) additional copies
of the original plans submitted and 2 copies of any changes.
15. Provide soils report for approval as required by the
Building Official. Sec. 106, 1804
16. Refer to the conditions of permit and redlined plans
for other code requirements.
erdyfil7
IM
A Weyerhaeuser Business
TJ Product Package
For
Thunder River Market
Glenwood Springs, CO
(Our Job # R002E00087)
5/9/01
Reference Documents:
1ti
Title
By
Theodore Guy Associates
Theodore Guy Associates
Date
2-1-01
8-14-00
Rev. #
2
N.A.
Sheets
A1.0 -A5.2
S1. 3
Architectural Drawings
Structural Drawings
Mechanical Drawings
Not Provided
N.A.
N.A.-----N.A.
ifvou have questions, please call the following:
Your Trus Joist Regional Customer Service Representative
Shane Nelson
(877) 278-5017
Or our Engineering Department
Sean McMurtrey
(208) 395-2448
Pages 1 to toe
Our engineering responsibility is limited so the design of Trus Joist Products in recordance with
the above referenced documents based on design leads specified by the engineer of record.
IMPORTANT (Please Read)
• Erection of the materials is the sole responsibility of the installer.
• Refer to Installation Information sheets far more detailed instruction.
• All materials shall be furnished by others unless specifically noted by TJ herein.
• Truss bearings, bracing, biidging, pre -notched plate, etc., must be properly installed as erection proceeds.
• USE PROPER SIZE NAILS TO FILL ALL NAIL HOLES IN BEARING CLIPS, BRIDGING CLIPS,
BRACING, ETC.
APPROVED FOR CONSTRUCTION
(Based on the previously submitted Approval Package as signed by the Purchaser)
Trus Joist, a Weyerhaeuser Business • 2910 E. Amity Rd ■ Boise, ID 837I6 • P11: (208)-305-2400 Fax: (208)-395-2443