HomeMy WebLinkAbout4646 N.: 0 4 c • .
GARFIELD COUNTY
BUILDING, SANITATION and PLANNING DEPARTMENT
109 8th Street Suite 303
Glenwood Springs, Colorado 81601
(303) 945 -8212
Job Address 10901 County Road 117, Glenwood Springs
Nature of Work Buildins Permit
Use of Building Installation of office unit- Factory construction
Owner Ski Sunlight, Inc.
Contractor Owner
AmountofPermit: $ 100.00 Date: December 2, 1992
Permit: 100.00
Plan ; -0-
S. Archuleta
Clerk
White- Treas. - - - -
Canary- Office - -
Pink - Applicant - -
Gold- Duplicate - - -
GARFIELD COUNTY
APPLICATION FOR BUILDING PERMIT
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PJ —n-= oar PERMIT NUMBER
7.3'3 339'00 - o print or type DATE Ja - a' 9a
Assessor's Parcel # 2_3157.33?-00-05
TO BE FILLED OUT BY A PPLICANT PLOT PLAN
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ADDRESS '&20/ 6.i: A //7 _ NOTE: Show easements, property line dimensions,
SUBDIVISION / all other structures, specify north, and street
FILING H, LOT ,'/ BLOCK # name. For odd shaped lots, or if space is
C�7 'TAX SCHEDULE # too small, provide separate plot plan.
LEGAL (SEC/TWN/RNG) # OF BUILDINGS NOW ON PARCEL /
!r ✓s
- USE OF BUILDINGS NOW ON PARCEL
c 3 1, � 1 MAILING ADDRESS 6,,;-W jl/ 64 Ac //7 S /l I QTY C ct 0, f h2 %
1CITY 6,4n 4 'i:. _ P HONE `75/. 7V9
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x x NAME jT1 _ 4 S S i e' �" 1- / $ 7g 'L
"a a, w ADDRESS CITY �(,?K S r. /
_ /Its ov To c.:2,2 7
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x NAME' r , „2 s-r C.
o ADDRESS 7j922-ze
CITY _
! PHONE LICENSE #
V CLASS OF WORK -
NEW ALTERATION _ ADDITION
DEMOLISH REPAIR MOVE
MOBILE HOME (make/model)
S.F. OF BUILDING /r34 S.F. OF LOT
# OF FLOORS p n HEIGHT _
# OF FAMILY UNITS # OF BEDROOMS
INTENDED USE OF BUILDING & { e_
GARAGE: SINGLE DBL CARPORT: SINGLE DBL FRONT PROPERTY LINE
FIREPLACE
DOCUMENTS ATTACHED STREET NAME /ROAD NUMBER
WATER SUPPLY i - 7 61--(- t CHECK IF CORNER LOT _
DRIVEWAY PERMIT i ' .i- _1 DESCRIPTION OF / WOR P / hANNEU
SITE PLAN ,47O pr'e'y- f /�✓1t uit t��t fob ^ 9 tJ CLe i / .. -r - L /l y
BUILDING PLANS / / /p /- o o — c ✓
SANITARY SEWER CLEARANCE 4/4 I hereby acknowledge that I have read this
ON SITE SEWAGE DISPOSAL PERMIT t - S2 g application and the above is correct and I
OTHER DOCUMENTS (specify) -J 1 agree comply with all county ordinances
and 1 eg
w ru ing ilding construction
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s 14 ci 0/ rc a L.. if - SIGN, TURE
- rctc1 -o, Irstritc.fa FOR OFFICE USE ONLY
VALUATION Mq FLOOD HAZARD _
PERMIT FEE $ /pp,,pp kLAN CHECK FEE $ I'M CERTIFIED BLDG ELEVATION
TOTAL FEE $ 100.00 SCBOOL IMPACT FEE $ /rA. SPECIAL CONDITIONS
DATE PERMIT ISSUED \
ZONING DISTRICT \\ PROBLEMS WITH PERMIT
TYPE OF OCCUPANCY Q- L
TYPE OF CONSTRUCTION V- to ADDITIONAL INFORMATION NEEDED
S.F. OF BUILDING S.F. OF LOT„,yobat 4 "
MAX. HEIGHT .-=.../2.t ROAD CLASS. __ �/ CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR
SETBACKS FROM PROPERTY LINE: FRONT AA, r t 44 OR ENGINEER
REAR RIGHT LEFT -f Lop.
OFF STREET PARKING SPACES REQUIRED // � /
APPROVED: -' G t�* / h l,� 9L. fl •
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Lb DING DEPART /ENT/ ATE PLANNI • y •ARTMENT AA 2'
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HIiERICAH PORTRPLE EUILDI 4284598 F.01
FF I �n`I 303 AMERICAN PORTABLE BUILDINGS CORPORATION
L � 2692 W. 64th Avenue Denver Colorado 60221 Porlabto Buildings
AMEJUCANPOATAELl61JILOINQS Phone d
( ) 427-1444 FAX Modular Buildings
(303) 426-4598 Office 'Ballots
• FAX ; TRANSMITTAL SHEET * * * * * * * * * * * * * * * * * * * **
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Unless requested this
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COMPANY!, � LW h�Co�l l * ** * * * * * * * * * * * * * * * * **
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FAX r{0 : 1- g .e 4 `, �_-
NUMBER .. PACES I 1- -2 --i -i
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PATTILLO ASSOCIATESt15 •
• STRUCTURAL CONSULTANTS ?i ' • '
November 19, 1992 A<
Rob Jankovsky
- - Ski Sunlight
10901 County Road 117
Glenwood Springs, Colorado 81601
RE: SUNLIGHT SKI:PATROL MODULAR BUILDING
PAE Project #92082
Dear Rob:
As requested, we have completed an inspection and performed a detailed
analysis of the above building to determine its present structural condition.
The following information will assist you in planning improvements to make the
- building structurally sound. Our observations and recommendations are
presented herein.
The structure is a double —wide modular type, which has been donated to Ski
Sulight Joint
Ventures,
Inc. Each
feet 2 inches. The overall
is
length of the building is 56 feet 1 inch. An area has been leveled
approximately 50 feet south —east of the main lodge for the new building
location.
The structure rests on timber cribbing over grade. Floor beams are steel
M12x10's at 8 feet 3 inches on center spacing. There are two beam lines for
each section of the building. Floor joists are 2x8's at 16 inches on center
that act' as cantilevers to support the bearing walls and roof. The walls
consist of 2x4's at 16 inches on center with 114 inch interior plywood
panelling and light —gauge metal siding. Roof trusses (constructed of 2x4's
and metal press plates) span 13 feet 7 inches and are spaced at 16 inches on
center. Roof "sheathing is unblocked, 7/16 inch plywood in 2 foot wide
sections. A number of interior partitions exist that likely act as shear
walls to resist lateral forces on the structure.
Our concerns regarding the existing modular structure are as follows:
1., The building is capable of supporting gravity loads consisting of a
50 pound per square foot (PSF) snow load at the roof and a 50 PSF
,live load, plus 20 PSF partition dead load at the floor. There is
some concern with regard to the 5/8 inch plywood flooring, as it has
become worn with several years use. Installation of an underlayment
system may be required to prevent further deterioration.
2. Adequate foundation supports must be constructed beneath the steel
carriage beams. Provide supports at each end of the beams and at
matimum 14 foot on center spacings. (Refer to the enclosed drawings
for clarification.)
P.O. BOX 751 • GLENWOOD SPRINGS. COLORA00 81602 • [303) 945 -9695 • FAX [303) 945 -4921
•
r am o 4.
Sunlight Ski Patrol Modular Building
November 19, 1992
Page two
3. We have investigated the structural stability with respect to wind
forces per the Uniform Building Code, using Exposure B classifica-
tion and a 15.5 PSF lateral force. Original specifications for the
structure indicated 3/8 inch plywood sheathing be used on exterior
walls. ` However, none of this material exists. Current sheathing on
the walls, which provides lateral shear resistance, is only 1/4 inch
interior paneling and light -gauge metal siding on the exterior.
This system is insufficient and improvements need to be made to
effectively resist wind forces. These improvements should include
the installation of 1/2 inch gypsum wallboard sheathing along
longitudinal exterior walls and 1/2 inch APA rated timber sheathing
(plywood or 0.S.B) at each end wall. The timber sheathing should be
secured with 8d common nails at 10 inches on center on all interme-
diate stud supports, with 4 inches on center spacing along all
edges. All timber sheathing edges must be blocked.
The interior spaces are likely to change. In the event that interi-
or walls are relocated or removed, a new centrally located shear
wall must be constructed with APA rated sheathing on one side,
similar to the end walls. Refer to the drawings for location.
4. To complete the lateral system, tie -downs must be provided at six
locations around the building to ensure that the structure remains
secure to the ground. Refer to the included detail which specifies
the tie -down system; note that taro cables are required at each side
of the structure's midpoint.
Mith the aforementioned improvements, the structural integrity of the tempo-
rary building will be assured for the foreseeable future. As with any
building, proper maintenance is required to uphold safe structural conditions.
This completes our report. Please be aware that our findings are necessarily
limited to those conditions which were readily observable at the time of our
visits. Other conditions may exist which warrant structure improvement.
Should any questions arise, please feel free to call.
Thank you for contacting Pattillo Associates Engineers to assist you in this
matter.
Sincerely,
PATTILLO ASSOCIATES ENGINEERS, INC. ra A A Hwrturb.,
���
Cristopher M. aruso ; 9: ° ,e
Design Engineer -' r m.
:*: 15794 tit;*_
R iewed by:
u's �o•'Oer
Robe M. Pattillo, P.E.
Principal Engineer •
CMC /kmk
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PATTILLO ASSOCIATES
ENGINEERS. INC. ,V,
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