HomeMy WebLinkAboutApplication- PermitJob Address
GARF7ELD COUNTY
B'UILDING, SANITATION
and PLANNING DEPARTMENT
14)9 8th. Street, Suite 303
Glenwood Springs, CO 81601(970) 945-8212
NQ. 8576
Nature of Work
Use of Building
Owner LO
Building Permit;
i -Ofs-
1_,eng
1
11 1111
Amount ofPercait$
5 -
Date
Clerk
,JUL-t9-200i 09:51R FPGM:SLDGPLANGARC4 9703843470
T0:9P9G37122 P:1'j
_ , GARFIELD COUNTY BUILDING PERMIT APPLICATION
GARFIELD COUNTY (G1ENWOOD SPRINGS), COLORADO
TsLEPH{}I3I : (970)945 8212
INSPECTION LINE: (970)3848003
PARCEIJSCHEDULE 140.8393 c a O ( -015
103 ADDRESS:
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NOTICE
A SEPARATE SLgL'ARFCAL P1111311T 13 ,RLQUAiED AND MU17 BL 1353ED BY 7101 5i7,TH OF
COtARADD.
MLS Ha= =corm NULL AN12 VOID TO WORE OR CONSTRUCTION
ALITED1IZED IS NOT G M?+ LACED WTTIIDi UQ DAYS, OA w CONST11UCFIoN OX
WORK 1S SUSPENDED OR ABMIDORED FGR A PERIOD 0F 1f0 DAYS AT ANY TIM
AFIBRWOItK IS GOMIEWED.
1 HC'REBY CERTIFY THAT IHAVE ROAD AND ZICANONEO TIB$ APPLICATION AND
NOW TEE 5Ams TO BE TRUE AND CORRECT. ALL PROVISIONS OP LAWS
0OVERNINOT1B3 TYPL5 OF WDIIK WILL B8 COWL= wtni 'gamma SPECIFIED
MEIN OR. NM. 1ii3 GRANTD Q OF A PERMIT DOES NOT PRESUME TO GIPS
AUTHORITY TO VIOLATE OR °ANC 3:S.= PROVISIONS OF ANY CTTIx&R STAIR OR
ICAL LA • : r : M, e n • • 03. TM PERDORmAiaAT OF
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DATEPERMIT ISSUED;
CONST: TYPE:
MANLT. NOME;
iEdNO. A:
CERIEIMENT
j1RMIS310N 0 'HEREBY L ANT&D TOTER AFPLICANT AS OVINEP, .. CTOR AND.FOrras ACS,ur OF TIt CONTRACTOR MOANER TO CONSTRUCT TEM STRUCTURE AS
E.-pealIDONPLAtNSAND3PBCIF1CATIUNSEUE 71) AND REVIEWED RV THE 11DINGDEPAR'iMENT.
1 GONSipERATI0} OF TEM ISSUANCE OF MIS PERMIT, TEE SIGMA I;BRMY ACAER3 TO COMPLY WITS ALL Btfl DINGCODECS AND LARD USE REGULATIONS ADOPTED BY
NIPISII1COUNTY PUM1JANi TO A ll1ORay 131M/111 50-21.20/ 4NE AS AMIRDSD. Tint 3X1 FUICEIZA ACRETiJ ITMT IIt'I}F8 ABOVE SIM ORDtPANCES ARB 21orma Y
)MPLIED VIII EN THE LOCATION, ERWflO)7. CONS'TAUCPION AND USE OF ME ABOVE DESCRIBED 3TRUG1 43 TIES mem' t MAY MENDE BEVOKIID BY NOTCH FROM
iia COUNTY AND THATINENAIEDTEM ITSHALL =CMS NULL AND VOID.
3E ISSUANCE 0? A? MIT BASED UPON PIAN$ EPEGIFICATVOS AND OTHER DATA SNAIL NOT PREVENT TM BUILDING OFFIC
)RRHCTION OF ERRORS 11,1 MID PLANS, BECSFICAT!0N3 AND DIRER DATA OR PI0 PAEVRNTIN4 $13IIDINC OPERATION AF.3NO CARRIED ON TIMWREN IN
SOLATION.07TOR CamoRarm OAUwawaOI1 'BI IATIONOFM13TURODICTICiN.
18
maw OF TER SIDIMEI1X0 PLAYS AND $PECIIICA1SON3 AND INEPECTTON3 CONDUCTED ITIBILEAFIM DOES NOT CORMS= AN AOCEPTANDR OF ANY
I5roirmlnurte3 OICLTABULTMA BY GARFIELD tT3UNIY Tot mons, 07 MONS O$ DACRBPANCIRS. TRS RESPONSIBIF,7IY FOR THESE ma AND D,fPIS1aI+ITATION
11It111009NST3CSIo2iIEt 3SPECI ICALLYWFIiiTI1EAAOIitIECr.DE5I EI%mum. AND OWNER COMMIS ARE MENEMTOBRCONSERVATIVE A2CpIIISUPPORT
TIM OWNERS
rn®003 MUD? AGENOWDEDGE THATITIAVRREAD AND UNDERSTAND TEE A ABOVE.( L
""�'.,ecr11•/ ./Cerei, LA41.7L ( /*6
SLL-19°-22001 09:521 FROM: BLDGPLANGARCO 9703843470
TO:9P9637122 P:2'11
The following items are required by Garfield County for a final inspection:
1 , A fillet 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 root 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 frn+shed walls, ready for stove and refrigerator, all
necessary plumbing,
4. A complete bathroom, with washbowl, 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
(C.O.) IS ISSUED. OCCUPANCY MUSE OF DWELLING WITHOUT A C,O, WILL BE
CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATITTG
PREMISES UNTIL ABOVE CONDITIONS ARE MET.
I understand and agree to abide by the above conditions for occapan�� issuance of a
Certificate of Occupancy for the dwelling under building permit
Date
013,50 (this? ca-ter-
CaicGootd-64)C0
Project valuation -
Main level dwelling
Basement (finished)
Garage
Covered porch
Crawl space fdn.
Project valuation
Building Permit Fee
Plan Check Fee
i -0-1-01I
- 3466
- 1899
- 757
- 875
-- 1546
sq.ft. x $69.00 =$ 239154.00
x 69.00 = 131031.00
x 18.00 = 13626.00
x 24.00 = 21000.00
x 9.00 = 13914.00
$ 418725. 00 -�
$ 2780.15
$ 1807.10
- $ 1/.513
17: s
AL -t9-2001 09:55A FROM:BLOGPLANGARCO 9703843470 TO:3P9637122 P:4'1
January 1, 1999
Plans to be included for a Building Permit, must be on drafting paper at least 18°x24" and drawn to
scale.
Plans must include a floor plan, a concrete footing and foundation plan, elevations ail sides with
decks, balcony, steps, hand rails and guard rails, windows and doors, including the fns grade fine. 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, floorjoists, 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 roof framing plan, roof must be designed to withstand a 44# per ft. up to
7,000 F.Q.S. and an 80 M.P.H. wind.
All sheets to be identified by number and indexed. All of the above requirements must be xnetoryour
plans will be returned.
1. Is a site plan included that indicates the distances of the proposed building or addition to
property lint's, idler buildings, setback easements and utility easements?
Yes r/
2. Does the site plan include the location of the I.S.D.S. (Individual Sewage Disposal System)
and the distances to property lines, wells (on subject property and adjacent properties),
streams or water courses?
Yes
3. Does the site plan indicate the location and direction of the County or private road accessing
the property?
Yes V.
4. Do. the plans include a foundation pian indicating the size, location and spacing of all
reinforcing steel in accordance with the uniform building code or per stamped engineered
design?
Yes Ni
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
2
AL -19-2001 10:02A FROM: BLOGPLANGPRCO 970 3843470
f
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_ F
-
O:9P9637122 P=6'11
6. Do the plans indicate the size and location of ventilation openings for the attic, roofjoist
spaces's aidsQ its?
Yes ✓/
7. Do the plans include design loads as required by Garfield County for roof snow loads, (a
minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor
loads and wind loads?
Yes
8. Does the plan include a building section drawing indicating foundation, wall, floor and roof
construction
Yes
9. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling
joists, roof rafters or foists or trusses?
Yes Ser,�r4 .5
10. Does the building section drawing or other detail include the method ofpositive connectiou.of
all columns and beams?
Yes1 aft S
11. 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
existing grad ours?
Yes
12. Does the plan\nclude any stove or zero clearance fireplace planned for installation including
make and moy'e`I and Colorado Phase II certifications or phase B EPA certification?
Yes ✓ \. No
13. Does the plan include a masonry fireplace including a fireplace section indicating design to
comply with the Unifo Building Cade Chapter 37?
Yes N�
14. Does the plan include a winds w schedule or other verification that egress/rescue windows
from sleeping rooms and/or basements comply with the requirements of the Urnfce m Budding
Code? e,
Yes �/ No
15. Does the plan include a window schedule .6 either verification that window provide natural
light and veznilation for all habitable rooms?
Yes �/ No
3
,JLL-19-2901 10:O1A FROM:BLUGPL,ANGARCO 9703843470
TO: 91°9637122 P:5/11
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 normallyused as a
walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and
specify safety axing for these areas?
Yes No
17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters
indicated on e plan?
Yes No
Is. 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 ifyou 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 refunded should the
architectural mmittN� y or reject your building plans?
20. Will this be the only residential structure on the parcel?
Yes No If no -Explain:
21. Have two (complete sets of construction drawings been submitted with the application?
Yes
22. Do you unystand that the minimum size a home can be on a lot is a 2Oft. x 2013.?
Yes No
23. Have you designed or had this plan designed while considering building and other
constructionnode 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 Bufding Department?
Yes ;. No
25. Do you understain that approval for design and/or construction changes are requfredikk to
the applicati9n of these changes?
Yes Y No
4
1u.-13-2001 10:03A FROM;BLDGPLAI ARCO 9703843470 TO:9P9837122 P:7111
26. Do you understand that the Building Depart/nen-twill collect a "flan 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) lour notice is reqs 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. Morning inspections must be
called in by 12:04 pan. the day before; afternoon inspections must be called .In by 4:0O
p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will
Yes
delay your i pection an (1) day. Inspections are to be Balled in to 384-5003.
28. Are you aware that you are required to call for all inspections required under the Uniform
Building Code inehtding approval an a final inspection glia_to receiving a Certificate of
Occupancy ocoupancy of the building?
Yes No
29. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent
ofthe Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for
the project co plying with the Uniform Building Cod,?
Yes No
30. Are you aware Haat prior to issuance of a budding_permit you are required to show proof ofa
driveway access permit or obtain a statement from the Garfield County Road & Bridge
Department stating one is not necessary? You can contact theRoad & Bridge Department at
625-8601. /
Yes �/ No
31. Do you understand that you will be required to hire a State of Colorado Licensed Electrician
and Plumber to perform installations and hookups, unless you as the homeowner are
performing the work? The license number of the person performing the work will be required
at time of appli a inspection.
Yes , No
32. Are you awrire, that on the front ofthe BuildingPermit Application you will need to ail in the
ParcelVSchQuie Number for the lot you are applying for this permit on prior to issuance ofa
building p rmit�Your attention n in this is appreciated.
Yes V
5
,J10--19-2001 te:FJ4A FR0M:8LDGPLANGARCO 97038434?0
TO:9P9%37128 P:8/11
I hereby acknowledge that 1 have read, understand and answered these questions to the
best of my ability.
signature
Phone:
date
—97so (days); 371 (,750
� (eve < 1,-
tngs)
Project Name: L �`- J jG _
Project Address: l.✓ l-15— } A5�� i~A
`�fnek?ev.v�� .s IA i4 ,
Notes:
If you have answered "No' on any of the questions, you may be required to provide this infurmation
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 a permit. If it is
determined by the Building Official that additional information 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 act reviewed until
requir0d information has been provided and the application rotates again to first position for review,
delay in issuance of the permit or delay in proceeding with construction.
b_pminreq
8/OU
6
GARFIELD COUNTY BUILDING INSPECTION DEPARTMENT
109 8th Street
Glenwood Springs, Co. 81601
(970) 945-8212
Plan Review Correction List
Lawrence Residence
Lot A-15, Aspen Glen Subdivision
October 22, 2002
The following comments based on the 1997 edition of the
Uniform Building Code 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. The soils report mentioned on the engineered
foundation plans shall be provided for review. Sec. 1804.
2. The structural engineer should specify the grade
and species of all horizontal and vertical structural
lumber. Sec. 106, 2305.
3. Refer to the conditions of permit and redlined
plans for other code requirements.
BUILDING PERMIT CONDITIONS LIST
1997 UNIFORM BUILDING CODE
Plan Check Number: Job Address: Lot A-15 Aspen Glen
Owner: George & Debbie Lawrence Contractor: McCay Custom Builders
Phone: 502-228-6778, 970-963-9840/704-9750 Type of Construction: V -N
Occupancy Classification: R -3/U-1 Number of Stories: 1 + basement
Floor Area: 6122 sq. ft. Valuation: $ 418,725.00
The following conditions are based on the 1997 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.
Tho 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, International Plumbing Code and Uniform 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.
0-8 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.
G-10 Applicant should be aware that subdivision covenants require review and approval of
plans by the architectural review committee.
ELECTRIC
E-3 Contact State Electrical Inspector (945-2796) for requirements for an electrical permit.
SITE
S-4 Notify all utilities for line locations and approval prior to beginning any excavation on
site. (Electric, Water/Wastewater, KN Energy, Telephone, etc.)
S -I4 Provisions shall be made for the control and drainage of water around the building as
required in soils report and Section 1804.7.
Group R Occupancies
RO-7 Mechanical ventilating systems in bathrooms and similar rooms should provide five
air changes per hour directly to the outside with the point of discharge of exhaust air at
least 3 feet from any opening which allows air entry into occupied portions of the
building. Section 1203.3.
Rev 9/99 1
RO-14 Every dwelling unit and guest room shall be provided with heating facilities capable
of maintaining a room temperature of 70 degrees Fahrenheit at a point 3 feet above the
floor in all habitable rooms, Section 310.11.
RO-18 Provide smoke detector(s) in accordance with Section 310.9.1 of the UBC. One
smoke detector is required on each level and in each sleeping room, in halls outside
bedrooms, in vaulted ceiling areas, in basements and as otherwise required by Sec.
310.9. Alarm shall be interconnected so that alarm is audible in the sleeping areas of
the dwelling unit.
Group U Occupancies
UO -7 A one hour occupancy separation is required between the garage and the rest of the
dwelling. The separation may be limited to the installation of materials approved for
one-hour fire -resistive construction on the garage side. When there is living space above
the garage, 518" TYPE X wallboard must be applied to the common wall as well as
bearing walls and structural members supporting any portion of the single family
dwelling above. The ceiling must also be protected as for a one-hour fire resistive
assembly. Section 302.4 Exception 3. A self closing, tight fitting solid wood door 1/-318"
in thickness or a 20 -minute fire -rated door will be permitted in lieu of a one-hour fire
assembly. Section 302.4 Exception 3. Air duets which penetrate the garage/house
separation wall shall not have any openings into the garage and shall be at least 26 gauge
galvanized steel or a fire damper must be installed at the penetration. Section 302.4
Exception 3.
Sanitation
SA -3 Shower stall walls should be finished with a hard, nonabsorbent surface to a height of
70 inches (1778 mm) above the drain inlet. Section 807.1.
SA -4 Each water closet stool should be located in a clear space not less than 30 inches (762
mm) in width and have a minimum clear space in front of the water closet stool of not
less than 24 inches (610 mm). Section 2904.
FIRE RESISTIVE CONSTRUCTION
FR -20 Enclosed usable space under interior stairways should be protected on the enclosed
side as required for one-hour fire -resistive construction. Section 1003.3.3.9.
FR -21 Fire blocks should be provided in accordance with Section 708.2 in the following
locations:
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 mm) 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.
RPV.. 9/99
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.
Firebiocking materials should comply with Section 708.2.2.
FR -23 Draft stops should be provided in the following locations:
1. In a single-family dwelling, draft stops should be installed in wood -frame floor
construction containing concealed space when there is usable space above and
below the 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). Draftstopping
should divide the concealed space into approximately equal areas. Section
708.3.1.1.1.
Draftstopping materials should not be less than winch (12.7 mm) gypsum board,
3/8 -inch (9.5 mm) wood structural panel, 3/8 -inch (9.5 mm) Type 2-M particleboard or
other approved materials adequately supported. Section 708.3.1.3.
INTERIOR FINISHES AND INSULATION
MI -3 Minimum design thermal resistance requirements: Exterior wall assembly above
grade, exterior walls below grade R-11, R-20, roof/ceiling 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 -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.
MI -16 Prefabricated construction should comply with Section 1704.
M1-17 Interior finish materials shall comply with the flame spread requirements of Section 803,
804, 805, Table 8-A, 8-B.
EXITING REQUIREMENTS
X-15 Exit doors from the dwelling may be provided with a night latch, dead bolt or security
chain, provided such devices are openable from the inside without the use of a key or
tool and mounted at a height not to exceed 48" above the finish floor. Section
1003.3.1.8. Exception 2.
X-23 Landings at doors shall comply with Section 1003.3.1.6 and 1003.3.1.7 U.B.C. In
single-family dwellings, duplexes, lodging houses, and U occupancies, the landing or
top step of an interior flight of stairs, may be 8 inches maximum below the floor level,
provided the door does not swing over the landing or top step..
X-32 Stairways and handrails shall comply with Sec. 1003.3.3
Rev 9/99
a
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
11/2 inches (38 mm) on each side. Section 1003.3.3.6.
X-35 Risers on stairways should not be less than 4 inches or exceed 8 inches and runs
should not be less than 9 inches. Section 1003.3.3.3.
X -35a The largest tread run or rise shall not exceed the smallest by more than 3/8 inch (9.5
mm), except as permitted in Sections 1006.4, 1006.5 and 1006.6. Section 1003.3.3.3.
X-38 The top of handrails should be placed not less than 34 inches (864 mm) or more than
38 inches (965 mm) above the nosing of treads. Section 1003.3.3.6.
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 1003.3.3.6.
X-40 The handgrip portion of handrails should not be less than 11/4 inches (32 mm) or more
than 2 inches (51 mm) 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 1003.3.3.6.
X-41 Handrails should have their ends returned or should terminate in newel posts or safety
terminals. Section 1003.3.3.6..
X-43 Guardrails for stairs, balconies and landings should conform with Section 509. Note
that maximum clearance between intermediate rails should be 4 inches (102 mm) and
guardrail height should be at least 36 inches (914 mm). Section 509.
X-47 A minimum headroom clearance for stairways of not less than 6 feet 8 inches (2032
mm) should be specified on the plans. Section 1003.3.3.4.
X-49 Winding, circular or spiral stairs shall comply with Section 1003.3.3.8.
Foundation
FN -2 The soils report noted on the plans should be provided to the Building Official for
approval, Section 1804.
FN -5
FN -15
Verification of the soils condition made by a licensed soils engineer will be required
by the Building Inspection Department. Documentation shall be provided prior to
pouring concrete.
The manufacturer of concrete shall furnish to the purchaser a delivery ticket with each
batch of concrete before unloading at site providing the information specified in UBC
Standard I9-3. These tickets shall be saved and available for review by the Building
Official.
FN -23 Foundation ventilation shall be in accordance with Section 2317.7.
FN -25 Foundation walls enclosing a basement below finished grade shall be damp -proofed.
Section 1402.4.
Rev 9/99 (F
•
Wood Framinz
WF -4 Truss details from the manufacturer should be provided. NOTE: All pre-engineered
roof and floor trusses should bear the stamp of a 3rd party inspector or agency. The
plans should include the design load and bracing details.
WF -14 Roof rafters and ceiling joists shall be supported laterally to prevent rotation and
lateral displacement. Roof trusses shall be supported laterally at points of bearing to
prevent rotation and lateral displacement. Section 2320.12.8.
WF -21 Installation of T.J.I.'s must comply with N.E.R. 119. Manufacturer's requirements for
boring holes and cutting of joist must be followed. (i.e., flanges must never be cut or
notched, etc.)
WF -22 Installation of wood I joists trust comply with manufacturer's specifications.
WF -39 Specify the grade and species of all horizontal and vertical framing lumber.
Exterior Wall
WL -2 Provide approved weather -resistive barriers for exterior wall coverings as required by
Sections 1402, 2320 and 1403.6.4.2.
WL -4 Masonry veneer should be installed per Section 1403.
WL -9 Please inform Building Department of selected manufacturer for exterior insulation
and finish system prior to installation. System must comply with ICBO Research
Report as well as manufacturer's instructions. Sec. 2501, 2502
WL -13 Flash all exterior openings per Sec. 1402.2.
Roo
RF -4 Roof coverings shall comply with Table No. 15-A
RF -6 An attic access opening (minimum 22 inches by 30 inches) should be provided with a
minimum clear headroom of 30 inches. Section 1505.1. The opening should be
located in a hallway, corridor or other accessible location.
RF -8
Ventilation is required in attics and enclosed rafter spaces. Enclosed attics and
enclosed railer spaces formed where ceilings are applied direct to the underside of
roof rafters shall have cross ventilation for each separate space by ventilating openings
protected against the entrance of rain and snow. The net free ventilating area shall be
not less than 1/150 of the area of the space ventilated, except that the area may be
1/300, provided at least 50 percent of the required ventilating area is provided by
ventilators located in the upper portion of the space to be ventilated at least three feet
above eave or cornice vents, with the balance of the required ventilation provided by
eave or cornice vents. The openings shall be covered with corrosion -resistant metal
mesh openings of 1/4 in dimension (sec. 1505.3, UBC)
RF -15 Wood shake application should comply with Sec. 1507.12, Table No. 15-13-2, 15-C.
RF -29 Metal roofing shall be installed per Section 1507.8.
Rev 9/99 5
GLASS & GLAZING
GG -3 Doors and panels of shower and bathtub enclosures and adjacent wall openings within
60 inches above a standing surface and drain inlet should be fully tempered, laminated
safety glass or approved plastic and should comply with Section 2406.3 and 2406.4,
GG -4 Safety glazing should be provided at hazardous locations. Section 2406.4.
Fireplaces
FP -8 Provide gas stove, log, and/or fireplace details for approval prior to installation.
Appliance shall be UL approved. Manufacturer's installation specifications shall be
included. Install per IPC, UMC, manufactiurer specs, approved listings, Sec. 3101,
3102. Solid fuel burning fire places and appliances are not shown on the plans and
cannot be installed unless specifically approved by the Building official
INTERNATIONAL PLUMBING CODE & UNIFORM MECHANICAL CODE
PL -2 Plumbing and mechanical must comply with the 1997 International Plumbing Code
(IPC) and the 1997 Uniform Mechanical Code (UMC).
M-1
Gas furnace or boiler and water heater shall comply with the IPC and the UMC. (i.e.,
combustion air, installation, clearances, access, venting, gas line sizing, etc.)
Plumbing and mechanical plans are not reviewed by Garfield County.
Rev 9/99 6
F f GH
tech
Hepworth-Pawlak Geotechnical, Inc.
5020 County Road 154
Glenwood Springs, Colorado 81601
Phone: 970-945-7988
Fax: 970-945-8454
hpgeo@hpgeotech.com
RECEIVE')
OCT 2 3 2002
GARFIELD COUNTY
WADING &, PLANNING
SUBSOIL STUDY
FOR FOUNDATION DESIGN
PROPOSED RESIDENCE
LOT--A45;-ASPEN GLEN
GARFIELD COUNTY, COLORADO
JOB NO. 102 550
AUGUST 20, 2002
PREPARED FOR:
GEORGE AND DEBBIE LAWRENCE
CIO MUIR ARCHITECTS, INC.
ATTN: JOHN.MEJIR
201 MAIN STREET, SUITE 304
CARBONDALE, COLORADO 81623
HEPWORT - PAWLAK GEOTECHNICAL, INC.
August 20, 2002
George and Debbie Lawrence
c/o Muir Architects, Inc.
Attn: John Muir
201 Main Street, Suite 304
Carbondale, Colorado 81623
Job No. 102 550
Subject: Report Transmittal, Subsoil Study for Foundation. Design, Proposed
Residence, Lot A-15, Aspen Glen, Garfield County, Colorado
Dear Mr. and Mrs. Lawrence:
As requested, we have conducted a subsoil study for the proposed residence at the
subject site.
Subsurface conditions encountered in the exploratory borings drilled in the proposed
building area consist of about 11/2 feet of man -placed fill overlying dense silty sandy
gravel with cobbles and boulders. Groundwater was not encountered in the borings at
the time of drilling
The proposed residence can be founded on spread footings placed on the natural
subsoils and designed for an allowable bearing pressure of 3,000 psf.
The report which follows describes our exploration, summarizes our findings, and
presents our recommendations. It is important that we provide consultation during
design, and field services during construction to review and monitor the implementation
of the geotechnical recommendations.
If you have any questions regarding this report, please contact us.
Sincerely,
HEPWORTH - PAWLAK GEOTECHNICAL, INC.
Louis E. Eller
Rev. by: SLP
LEE/ksw
TABLE OF CONTENTS
PURPOSE AND SCOPE OF STUDY I
PROPOSED CONSTRUCTION I
SITE CONDITIONS 2
GEOLOGIC CONDITIONS 2
FIELD EXPLORATION 3
SUBSURFACE CONDITIONS 3
DESIGN RECOMMENDATIONS 4
FOUNDATIONS 4
FLOOR SLABS 5
UNDERDRAIN SYSTEM 5
SITE GRADING 6
SURFACE DRAINAGE .. .�_ 6
LIMITATIONS 7
FIGURE 1 - LOCATION OF EXPLORATORY BORINGS
FIGURE 2 - LOGS OF EXPLORATORY BORINGS
FIGURE 3 - LEGEND AND NOTES
FIGURE 4 - GRADATION TEST RESULTS
H -P GEOTECH
PURPOSE AND SCOPE OF STUDY
This report presents the results of a subsoil study for a proposed residence to be
located on Lot A-15, Aspen Glen, Garfield County, Colorado. The project site is
shown on Fig. 1. The purpose of the study was to develop recommendations for the
foundation design. The study was conducted in accordance with our proposal for
geotechnical engineering services to George and Debbie Lawrence dated July 18, 2002.
Chen -Northern, Inc., previously conducted geotechnical engineering studies for the
Aspen Glen Development and presented their findings in reports dated December 20,
1991 and May 28, 1993, Job No. 4 112 92.
A field exploration program consisting of exploratory borings was conducted to
obtain information on subsurface conditions. Samples of the subsoils obtained during
the field exploration were tested in the laboratory to determine their classification and
other engineering characteristics. The results of the field exploration and laboratory
testing -were -analyzed to- develop-reeommendations forfoundatiojrtypes,"'depths and
allowable pressures for the proposed building foundation. This report summarizes the
data obtained during this study and presents our conclusions, design recommendations
and other geotechnical engineering considerations based on the proposed construction
and the subsoil conditions encountered.
PROPOSED CONSTRUCTION
The proposed residence will be a one story wood frame structure above a
walkout basement and with an attached garage. Ground floors will be slab -on -grade.
Grading for the structure is assumed to be relatively minor with cut depths between
about 4 to 8 feet. We assume relatively light foundation loadings, typical of the
proposed type of construction.
If building loadings, location or grading plans change significantly from those
described above, we .should be notified to re-evaluate the recommendations contained in
this report.
H -P GEOTECH
2
SITE CONDITIONS
The site was vacant at the time of our field exploration. The ground surface in
the building envelope is relatively flat with a slight slope down to the southwest.
Elevation difference across the building envelope is about 4 feet. There is a steeply
sloping terrace escarpment immediately southwest of the building envelope that drops
down about 30 feet to the Roaring Fork River 100 year flood plain. The ground surface
in the building site appears to have been disturbed by minor cuts and fills during
grading for the subdivision development. Vegetation in the building envelope is sparse
and consist of grass and weeds. The steep escarpment slope is vegetated with
cottonwood trees and brush.
GEOLOGIC CONDITIONS
, Bedrock of the Penns-ylvania age. -Eagle- Valley. Evaporite underlies the Aspen
Glen Development. These rocks are a sequence of gypsiferous shale, fine-grained
sandstone/siltstone and limestone with some massive beds of gypsum. There is a
possibility that massive gypsum deposits associated with the Eagle Valley Evaporite
underlie portions of the lot. Dissolution of the gypsum under certain conditions can
cause sinkholes to develop and can produce areas of localized subsidence. Chen -
Northern, Inc. in their reports for the subdivision development, identified several broad
subsidence areas and smaller size sinkholes scattered throughout the Aspen Glen
Development. These sinkholes appear similar to others associated with the Eagle
Valley Evaporite in areas of the Roaring Fork Valley.
The lot is not located within a broad subsidence area and existing sinkholes were
not observed in the immediate area of the subject lot. No evidence of cavities was
encountered in the subsurface materials; however, the exploratory borings were
relatively shallow, for foundation design only. Based on our present knowledge of the
subsurface conditions at the site, it cannot be said for certain that sinkholes will not
develop. The risk of future ground subsidence on Lot A-15 throughout the service life
of the proposed residence, in our opinion, is low; however, the owner should be made
H -P GEOTECH
3
aware of the potential for sinkhole development. If further investigation of possible
cavities in the bedrock below the site is desired, we should be contacted.
1ELD EXPLORATION
The field exploration for the project was conducted on August 14, 2002. Two
exploratory borings were drilled at the locations shown on Fig. 1 to evaluate the
subsurface conditions. The borings were advanced with 4 inch diameter continuous
flight augers powered by a truck -mounted Longyear BK-51HD drill rig. The borings
were logged by a representative of Hepworth-Pawlak Geotechnical, Inc.
Samples of the subsoils were taken with a 13/s inch T.D. spoon sampler. The
sampler was driven into the subsoils at various depths with blows from a 140 pound
hammer falling 30 inches. This test is similar to the standard penetration test described
by ASTM Method D-1586. The penetration resistance values are an indication of the
__xelati_ve density_otconsistency_of the_subsoils. Depths -at -which the -samples were taken
and the penetration resistance values are shown on the Logs of Exploratory Borings,
Fig. 2. The samples were returned to our laboratory for review by the project engineer
and testing.
SUBSURFACE CONDITIONS
Graphic logs of the subsurface conditions encountered at the site are shown on
Fig. 2. The subsoils consist of about 1 to 11 feet of man placed fill overlying
relatively dense, silty sandy gravel containing cobbles and boulders. Drilling in the
dense gravel with auger equipment was difficult due to the cobbles and boulders and
drilling refusal was encountered in the deposit.
Laboratory testing performed on samples obtained from the borings included
natural moisture content and gradation analyses. Results of gradation analyses
performed on small diameter drive samples (minus 11/2 inch fraction) of the natural
coarse granular soils are shown on Fig. 4.
No free water was encountered in the borings at the time of drilling and the
subsoils were slightly moist to moist.
H -P GEOTECH
-4 -
DESIGN RECOMMENDATIONS
FOUNDATIONS
Considering the subsoil conditions encountered in the exploratory borings and
the nature of the proposed construction, we recommend the building be founded with
spread footings bearing on the natural granular soils.
The design and construction criteria presented below should be observed for a
spread footing foundation system.
1) Footings placed on the undisturbed natural granular soils should be
designed for an allowable soil bearing pressure of 3,000 psf. Based on
experience, we expect settlement of footings designed and constructed as
discussed in this section will be about 1 inch or less.
2) The footings should have a minimum width of 16 inches for continuous
walls and 2 feet for isolated pads.
_ --- -- _31 .... _Exterior footings_and_footings-beneath-unheated-areas`should-be-provided
with adequate soil cover above their bearing elevation for frost
protection. Placement of foundations at least 36 inches below exterior
grade is typically used in this area.
4) Continuous foundation walls should be reinforced top and bottom to span
Iocal anomalies such as by assuming an unsupported length of at least
10 feet. Foundation walls acting as retaining structures should also be
designed to resist a lateral earth pressure corresponding to an equivalent
fluid unit weight of 45 pcf.
5) All existing fill, topsoil and any Ioose or disturbed soils should be
removed and the footing bearing level extended down to relatively dense
natural granular soils, If water seepage is encountered, the footing areas
should be dewatered before concrete placement.
6) A representative of the geotechnical engineer should observe all footing
excavations prior to concrete placement to evaluate bearing conditions.
H -P GEOTECH
FLOOR SLABS
The natural on-site soils, exclusive of topsoil, are suitable to support lightly
loaded slab -on -grade construction. To reduce the effects of some differential
movement, floor slabs should be separated from all bearing. walls and columns with
expansion joints which allow unrestrained vertical movement. Floor slab control joints
should be used to reduce damage due to shrinkage cracking. The requirements for joint
spacing and slab reinforcement should be established by the designer based on
experience and the intended slab use. A minimum 4 inch layer of free -draining gravel
should be placed beneath basement level slabs to facilitate drainage. This material
should consist of minus 2 inch aggregate with at least 50 % retained on the No. 4 sieve
and less than 2% passing the No. 200 sieve.
All fill materials for support of floor slabs should be compacted to at least 95%
of maximum standard Proctor density at a moisture content near optimum. Required
fill can consist of the on-site gravels devoid of vegetation, topsoil and oversized rock.
UNDERDRAIN SYSTEM
Although free water was not encountered during our exploration, it has been our
experience in the area that Iocal perched groundwater may develop during times of
heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a
perched condition. We recommend below -grade construction, such as retaining walls,
crawlspace and basement areas, be protected from wetting and hydrostatic pressure
buildup by an underdrain system.
The drains should consist of drainpipe placed in the bottom of the wall backfill
surrounded above the invert level with free -draining granular material. The drain
should be placed at each level of excavation and at least 1 foot below lowest adjacent
finish grade and sloped at a minimum 1% to a suitable gravity outlet. Free -draining
granular material used in the underdrain system should contain less than 2% passing the
No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of
2 inches. The drain gravel backfill should be at least 11/2 feet deep.
H -P GEOTECH
SITE GRADING
The risk of construction -induced slope instability at the site appears low
provided the building is located above the steep slope as planned and cut and fill depths
are limited. We assume the cut depths for the basement level will not exceed one level,
about 8 to 10 feet. Fills should be limited to about 8 to 10 feet deep and not encroach
the steep slope downhill of the residence. Embankment fills should be compacted to at
least 95 % of the maximum standard Proctor density near optimum moisture content.
Prior to fill placement, the subgrade should be carefully prepared by removing all
vegetation and topsoil and compacting to 95 % standard Proctor density. The fill should
be benched into the portions of the hillside exceeding 20% grade. Permanent unretained
cut and fill slopes should be graded at 2 horizontal to 1 vertical or flatter and protected
against erosion by revegetation or other means.
SURFACE DRAINAGE
The_following_ drainage -precautions -should be observed -during- construction and
maintained at all times after the residence has been completed:
1) Inundation of the foundation excavations and underslab areas should be
avoided during construction.
2) Exterior backfill should be adjusted to near optimum moisture and
compacted to at least 95 % of the maximum standard Proctor density in
pavement and slab areas and to at least 90% of the maximum standard
Proctor density in landscape areas.
3) The ground surface surrounding the exterior of the building should be
sloped to drain away from the foundation in all directions. We
recommend a minimum slope of 6 inches,in the first 10 feet in unpaved
areas and a minimum slope of 3 inches in the first 10 feet in paved areas.
Free -draining wall backfill should be capped with about 2 feet of the
on-site soils to reduce surface water infiltration.
4) Roof downspouts and drains should discharge well beyond the limits of
all backfill.
5) Surface water should not be concentrated and directed onto the steep
downslope without adequate erosion protection.
H -P GEOTECH
7
LIMITATIONS
This study has been conducted in accordance with generally accepted
geotechnical engineering principles and practices in this area at this time. We make no
warranty either expressed or implied. The conclusions and recommendations submitted
in this report are based upon the data obtained from the exploratory borings drilled at
the locations indicated on Fig. 1, the proposed type of construction and our experience
in the area. Our findings include interpolation and extrapolation of the subsurface
conditions identified at the exploratory borings and variations in the subsurface
conditions may not become evident until excavation is performed. If conditions
encountered during construction appear different from those described in this report, we
should be notified.so that re-evaluation of the recommendations may be made.
This report has been prepared for the exclusive use by our client for design
--.purposes._ We._arenot_responsible_for_technica interpretations--by-others-&f-our. —
information. As the project evolves, we should provide continued consultation and field
services during construction to review and monitor the implementation of our
recommendations, and to verify that the recommendations have been appropriately
interpreted. Significant design changes may require additional analysis or modifications
to the recommendations presented herein. We recommend onsite observation of
excavations and foundation bearing strata and testing of structural fill by a
representative of the geotechnical engineer.
Sincerely,
HEPWOTH - PAWLAK GEOTECHNICAL, INC.
Louis E. Eller
Reviewed by:
Steven L. Pawlak,
LEE/ksw
H -P GEOTECH
APPROXIMATE SCALE
1" = 40'
LOT A-8
LOT --A 9
980/1
990
992v
994
i
/
/ 70 / / //, /
/
.'
// / /
j/'"--'/ /
/' // // /
/ /i /
// // / , t
/ // / /
/i // / /' /
970 '
/
/ 980
$,'
/
/ / / / 990
/
/
// //
///
LOT A-13
•
996
Ir BORING 2
BUILDING
ENVELOPE
/
/ .
/ LOT A-15
/
•
BORING 1
r 998
LOT A-14
i
1000
1000
LOT A-16
WHISPERING
WATER
102 550
HEPWORTH-PAWLAK
GEOTECHNICAL, INC.
LOCATION OF EXPLORATORY BORINGS
Fig. 1
1
�— 10
BORING 1
ELEV.= 999'
BORING 2
ELEV.= 997'
`q•
:
75/12•
WC=1.4 tC)
+444
-200=15
Tq
Note: Explanation of symbols is shown on Fig. 3.
0
5
10
102 550
HEPWORTH—PAWLAK
GEOTECHNICAL, INC.
LOGS OF EXPLORATORY BORINGS
Fig. 2
Depth — Feet
4
LEGEND: ,
r : c
r
FILL; . silty sandy gravel with cobbles, firm, slightly moist, brown.
GRAVEL (GP—GM); with cobbles and boulders, sandy, silty, very dense, slightly moist, light brown,
subrounded alluvial rocks.
Drive sample; standard penetration test (SPT), 1 3/8 inch I.D. split spoon sample, ASTM D--1586.
Drive sample blow count; indicates that 75 blows of a 140 pound hammer failing 30 inches were
75/12
required to drive the SPT sampler 12 inches.
fi
NOTES:
Practical drilling refusal. Where shown above bottom of log, indicates that multiple attempts were
made to advance the boring.
1. Exploratory borings were drilled on August 14, 2002 with a 4—inch diameter continuous flight
power auger.
2. Locations of exploratory borings were measured approximately by pacing from features shown on the site
plan provided.
3. Elevations of exploratory borings were obtained by interpolation between contours on the site pian provided.
4. The exploratory boring locations and elevations should be considered accurate only to the degree implied
by the method used.
5. The lines between materials shown on the exploratory boring Togs represent the approximate boundaries
between material types and transitions may be gradual.
6. No free water was encountered in the borings at the time of drilling.
Fluctuation in water level .may occur with time.
7. Laboratory Testing Results:
WC = Water Content ()
+4 = Percent retained on No. 4 sieve.
—200 = Percent passing No. 200 sieve.
102 550
HEPWORTH—PAWLAK
GEOTECHNICAL, INC.
LEGEND AND NOTES
Fig. 3
•C NT RETA1NE!
HYDROMETER ANALYSIS
TIME READINGS
24 HR, 7 1111
0 45 MIN. 15 MIN. SOWN. 19MIN. 4 MIN. 1 MIN.
10
20
.30
40
50
60
f200
SIEVE, ANALYSIS
U.S. STANDARD SERIES I CLEAR SQUARE OPENINGS
1140 13O 130 f1e 18 f4 3/a• 3/4" 1 1/3" 3' 516' 8� 100
i
i1
=FMB
INV
r
1-
70 __
so
au.1111O
f
ii♦
>�i•-�.r.ly
IV
i•/
100
.001
.002 .005 ,009 .019 .037 .074 .150 .300 .800 1.18 238 4.73
DIAMETER OF PARTICLES IN MILLIMETERS
CLAY TO SILT
SANG
FINE 1 ME0IUM IC0AR5e
GRAVEL 44
.512.5 19.0 37.5 76.21 152 203
FINE CR 1. COARSE J CO$WLES
SAND 41 % SILT AND CLAY 15
LIQUID LIMIT % PLASTICITY INDEX
SAMPLE OF: Silty Sand and Gravel FROM: Boring 1 at 3 Feet
80
70
60
50
30
20
10
0
�' r
102 550
HEPWORTH--PAWLAK
GEOTECHNICAL, INC.
GRADATION TEST RESULTS
Fig. 4
'MART
IN
RECEIVED
OCT 2 5 2002
AFIELD COUNTY
BUILDING & PLANNiNG
DESIGN I N C
Letter of Transmittal
TO: Garfield County DATE: 10/23/02
109 8th Street, #303 PROJ. NO: 021360
Glenwood Springs, CO 81601 RE: Lawrence Residence
ATTN: Andy
FROM: Becky Dimond
WE ARE SENDING YOU the following items:
0 Attached ❑ Under Separate Cover
❑ Shop Drawings Li Prints [] Plans
❑ Specifications ❑ Samples ❑ Copy of Letter
❑ Via
❑ Change Order
❑ Other
Copies
Date
Description
2
10/22/02
Revision #1 - Framing Materials - stamped
THESE ARE TRANSMITTED as checked below:
L For Approval
0 For your use
• As requested
REMARKS:
COPY TO: File
333 W. HAMPDEN AVE, STE 200
ENGLEWOOD, COLORADO 80110
P:3 0 3. 4 1 6. 1 2 9 0
F:3 0 3. 4 1 6. 1 2 9 1
❑ Approved as submitted
❑ Approved as noted
❑ Revise and Resubmit
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints
SIGNEDY�
If enclosures are not as noted, kindly not us at once!!
r, a
L
F 8
tl1L l 1Nirtii111111V VVimivi—V I %/I\ InfJLL
NG CONNECTORS PROVIDED TABLE UNLESS NOTE OTHERWISE
LECTORS LISTED MANUFACTURED BY SIMPSON STRONG TIE, INC.
FACE MOUNT
TOP FLANGE
45° SKEW
LUS28
LSSU28
IST
LSSU210
LSSU210
LSSU210
LSSU210
LUS28-2
LSSU210-2
HU212-3
LUS28-2
LVL
IL
/L
JOIST
JOIST
)IST
JOIST
MIU1.8119
IUT9
LBV11.88
1 LBV14
HHUS410
1UT11
ITT11.88
SUR/L111
U410
MIT411.88
SUR/L410
IUT14
ITr14
SUR/1111
HU11
MITI1.88
rt
1
E!)
OCT z2 zagz
ALL TIMBERS 5x5 AND LARGER
TO BE DOUGLAS -FIR LARCH #2
OR BETTER
ALL FRAMING TO BE
HEM -FIR #2 OR BETTER
MARTIN
DESIGN INC
333 W. HAMPDEN AVE, STE 200
ENGLEW000, COLORAOO 80110
P: 303.416.1290
F: 303.416.1291
FRAMING MATERIALS
Project LAWRENCE RESIDENCE
Date 10-22-02
Project Number 021360
By RAD
{
A
1
4 {
IFIL VVI111LV I WIN !MULL.
NG CONNECTORS PROVIDEDTABLE UNLESS NOTE OTHERWISE
IECTORS LISTED MANUFACTU ED BY SIMPSON STRONG TIE, INC.
FACE MOUNT
TOP FLANGE
45° SKEW
LUS28
LSSU28
IST
LSSU210
LSSU210
LSSU210
LSSU210
LUS28-2
LSSU210-2
HU212-3
LVL
IL
/L
JOIST
) JOIST
)IST
JOIST
LUS28-2
MIU1.8119
LBV11.88
IUT9
LBV14
HHUS410
IUT11
ITT11.88
SURILII1
U410
MIT411.88
SUR/L410
IUT14
11114
SURILI11
HU11
MIT11.88
7
,9
ALL TIMBERS 5x5 AND LARGER
TO BE DOUGLAS -FIR LARCH #2
OR BETTER
1
ALL FRAMING TO BE
HEM -FIR #2 OR BETTER
i
MARTIN
DESIGN INC
333 W. HAMPDEN AVE, 57E 700
ENGLEW00D, COLORA00 00110
P: 303 .416.1290
F: 303 .416.1791
FRAMING MATERIALS
Project LAWRENCE RESIDENCE
Date 10-22.02
Project Number 021360
By RAD
Oct•30. 2002 8:68AMI JOHN MUIR ARCIITECTS
d t c
j r j
1 f•
October 24, 2002
lie. Aspen Glen Lot A45
Mr. and Mrs. Geoff B. Lawrence
7004 New Bern Court
Louisville, 1 Y 40059
Dear Mr. and Mrs. Lawrence,
AIN
AMOY
aft- 91--ro
No.2626 P. 1/2
RECEIVED
OCT ,i U 2002
GARFIELD COUNTY
BUILDING & PLANNING
The Design Review Committee reviewed your final plans for the residence on 10/2/02,
with. architect Jelin Muir. As of yesterday the DRC reeved your Builder's Completion
Deposit check and copy of the check fox tap fees. Design. Review has been, provided wit
the requested items mentioned in the letter to you of August 23rd. Your plans have been
reviewed and approved. Your residence will be »welcome addition to the Aspon Glen
conunuruty.
Three inspections deed to occur during construction of your home. These will
ultimately be your responsibility and bear upon release of the Builder's Completion
Deposit. Please contact the DRC Administrator at (970) 963-4536 extension 234, upon
completion of the foundation and dry -in phases of construction and for your final on-site
review by the DRC. Details of these procedures are contained in the Design Review
application packet. Failure to eon for any of these inspections w+ l! result in $1000 per
violation held by the Homeowners Association from the return of your Builder's
Completion Deposit All inspections are performed by the Committee the let and 3rd
Wednesday of each month. It will be necessary for your Mulder to arrange reviews h
accordance with the DRC's scheduled sessions.
When the Design Review Committee conducts its final on --site review, you will be
notified by mail of any remaining items to be corrected or brought into compliance with
the Design Review Guidelines. When these are completed, please contact the
administrator for a final approval. At that time, you will be asked to provide a copy of
the Garfield County Certificate of Occupancy for the home. When that is received, your
Builder's Bond and accumulated intezeat, Iesa any deductions that may have been
necessary, is returned to you,
Received rte Oct -29k 4:49P4
O t . 30. 2002 9:58AM1 JOHN MUIR ARCHITECTS
R
A r 1
+ A i
No.2626 P. 2/2
Please keep in mind that it copy of your approved plans ate kept en file fox periodic
review by the Design Review Committee to assure compliance with your approved plan.
Any anticipated changes from your approved plans must be submitted to, reviewed
by and receive approval front the Design Review Committee prior to making any
Sincerely, Aspen Glen Design Review Committee
Keith Edquist, inistrator
Co: Design Review Committee
John Muir, ,IMA inc.
Date McKay, McKay Custom Builders
Received Time 00.29. 4.49PM
PLAN REVIEW CHECKLIST
Applicant / alcg
wilding
1G�i].nd • tion
S®(L$ 'fC 9C)7L
, rmt
urveyed Site Plan
. Septic Permit and Setbacks
Ofr L . Grade/Topography 30%
✓P1an review -File Notes
—Attach Residential Plan Review List
Minimum Application Questionnaire
ibdivision Plat Notes
giL Fire Department Review
/Valuation Determination/Fees
Red Line Plans/Stamps/Sticker
Attach Conditions
pplication Signed
Plan Reviewer To Sign Application
Parcel/Schedule No.
NOTES:
Date 1C7 e 22.- C
4roperty
Pannng
Line Setbacks
1230 -Stream Setbacks
r
yFlo (Plain
'� Build Height
Zonings
Subdivision Plat Notes
oad Impact Fees
HOA/DRC Approval
Grade/Topography 40%
Dale McKay
McKay Custom Builders
0158 Seeberg Circle
Carbondale, CO 81623
Re: Building Permit # 8576 Lawrence Property
Dear Dale,
Garfield County
BUILDING & PLANNING DEPARTMENT
February 5, 2003
In review of our files and in consultation with the Carbondale & Rural Fire Protection
District regarding the installation of fire sprinkler systems in Aspen Glen, an automatic
fire sprinkler system is required on your project. This was unknown and subsequently
missed during the plan review phase of your project. Your square foot fire area is 6122.
Allowed for your lot is 4800s.f.; therefore, a sprinkler system is required. If it can be
shown the actual fire flow for your lot is 2250gpm or an area separation wall is built to
the specifications of App III -A Sec.4.2 of the 97 UFC, a sprinkler system would not be
required.
All proposed fire sprinkler systems shall be submitted for approval to the fire district
prior to installation. The systems need to comply with Chapter 9 of the 97 UBC and final
inspection will be done by Carbondale fire personnel.
Please call if you have any questions.
Yours truly,
Andrew Schwaller
Building Official
E:T COPY
108 8th Street, Suite 201, Glenwood Springs, Colorado 81601
(970) 945-82.12 (970) 285-7972 Fax: (970) 384-3470
INSPECTION WILL . i i BE B ILE
• THIS CARD IS POSTED ON THE JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
k lrE 4<
:636e,"&i3UILDING PERMIT
/4100,3
GARFIELD COUNTY, COLORADO
Date Issued111.11.aftzoned Area Permit No 57(4''
AGREEMENT
In consideration of the issuance of this permit, the applicant hereby agrees to comply Ni ith 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
Inspector and IMMEDIATELY BECOME NULL AND VOID.
Use a P atcE t...A
Addres or Legal Descriptions
Owner.
Setbacks it~ ont ide Side hear
'This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
INSPECTION RECORD
Footing, -e-'_
Foundation 4 ikj ' {�-)z-02 5/ wal .. j 2-2u
4+ta �tr�v � ,0„
Underground Plumbing )- .P1,- n cigIA,
Insulation Li -,I --
Rough Plumbing 3.5'.
Drywall / -- 03 sckiNt,
4 q le
Chimney & Vent j--.1) - --4—
Electric Final (by State Inspector)q C4 63.11
Gas Piping
Final
Electric Rough (By State Inspector) 7.4 li It
Septic final
Framing 1 1 _0Notes:
{To include Roof in place and indows
and Doors installed).
Pfize gp2.rfix 1-I/3/as Z.40ezit
ALILISTED 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 OUTS E - COVER WITH CLEAR PLASTIC