HomeMy WebLinkAbout5341 No. 5341
CGARP -MID COUNTY
BUILDING, SANITATION and PLANNING DIPAR IMBN7'
109 8th Street Suite 303
Glenwood Springs, Colorado 81601
(303) 945-8212
Job Address 50633 Highway 6 & 24, Glenwood Springs, Unit 8
Namur of Work Building Permit
Use or Building Remodel
Owner
Fred Inglehart
Contractor Ralph W. Smith
Amount of Permit 8 103.95 Date October 31, 1994
Permit: 63.00
Plan : 40.95
Paid $40.95 9 -29 -94
S. Arrhnlara
Clerk
i Q # L
Assessor's Parcel GARFiELD tr
S r Y ARFIELD COUNTY
APPL . FOR BUILDING PERMIT
S EP
' 2 I 1994. PERMIT NUMBER S3 V/
1
GARF-° --- COUNTY - 3/ ase print or type DATE /8 � -9L-
TO BE FILLED OUT BY APPLICANT - PLOT PLAN
ADDRESS sap. - _ C �e gAR - /NOTE: Show easements, property line dimensions
� SUBDIVISION ,-.1 1041 other structures, specify north, and street
6. FILING # LOT # BLOCK # name. For odd shaped lots, or if space is
W TAX SCHEDULE # too small, provide separate plot plan.
1 LEGAL (SEC /TWN /RNG) _ # OF BUILDINGS NOW ON PARCEL
USE OF BUILDINGS NOW ON PARCEL
rL NAME • 7. ., 'J.: ass , ���� � i7�
W
MAILING � £+ DDRESS __ iThI
8' CITY ( Ar) (`yn _ P -O!NE ('I).S is
I Y
x' a NAME
W, w ADDRESS a . CITY
ce NAME rr, W • IJ asH—AA
o
ADDRESS _�'� !_ . � y __�,
CITY I !t (1
8 IPHONE1..y9 -c 2 LIC : SE #
CLASS OF WORK
NEW ALTERATION X ADDITION
DEMOLISH REPAIR _ MOVE
MOBILE HOME (make odel)
S.F. OF BUILDING 0 S.F. OF LOT
# O? FLOORS HEIGHT
# FAMILY UNITS # OF BEIZROOMS
INTENDED USE OF BUILDING C.rn-✓Ykal'C,_� SZ,
GARAGE: SINGLE DBL CARPORT: SINGLE DBL
_ _ FRONT PROPERTY LINE
FIREPLACE
_ DOCUMENTS ATTACHED STREET NAME /ROAD NUMBER
WATER SUPPLY CHECK IF CORNER LOT _
DRIVEWAY PERMIT DESCRIPTION OF WORK PLANNED
SITE PLAN
BUILDING PLANS X
SANITARY SEWER CLEARANCE I hereby acknowledge that I have read this
ON SITE SEWAGE DISPOSAL PERMIT application and the above is correct and I
O'IER DOCUMENTS rr ( � specify) agree to comply with all county ordinances
Ha\ Chia .95 Pd- Q /ici/q44 and state laws regulating building construction
SIGNATURE
FOR OFFICE USE ONLY
VALUATION y000. — FLOOD HAZARD
PERMIT FEE $ 1 �. PLAN CHECK FEE $ tIO. V3 CERTIFIED BLDG ELEVATION
TOTAL FEE $4103.95" SCHOOL IMPACT FEE $ SPECIAL CONDITIONS
DATE PERMIT ISSUED
ZONING DISTRICT PROBLEMS WITH PERMIT
TYPE OF OCCUPANCY re- 2
TYPE OF CONSTRUCTION- S / ,*t - ADDITIONAL INFORMATION NEEDED
S.F. OF BUILDING S.F. OF LOT
MAX. HEIGHT ROAD CLASS. CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR
SETBACKS FROM PROPERTY LINE: N f _ OR ENGINEER
REAR _ .- � ^ c R3'G7T"
fEFT ..
OFf"'.,� REST PARKING SPACES RE IRED . Al
is -art% - % / /ill,
alter
APPROVED: / , / C21, _ V APPROVED: a _ , •
Bt DING Dr 'A - It DATE // PLANNI 6 DEPARTMENT DATE
GARFIELD COUNTY
BUILDING AND PLANNING
NOTICE
A COPY OF THIS PLAN REVIEW IS ATTACHED TO THE OWNER'S OR
CONTRACTOR'S COPY OF THE APPROVED PLANS. THIS PLAN REVIEW IS
PROVIDED IN CONJUNCTION WITH OR IN PLACE OF REDLINING THE
APPROVED PLAN.
IT IS THE RESPONSIBILITY OF THE OWNER AND /OR THE CONTRACTOR TO
CLOSELY REVIEW THE PLAN REVIEW AND VERIFY THAT ALL CORRECTIONS
NOTED ARE BROUGHT INTO COMPLIANCE WITH CODES ADOPTED BY
GARFIELD COUNTY.
THE ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS,
SPECIFICATIONS AND COMPUTATIONS SHALL NOT BE CONSTRUED TO BE A
PERMIT FOR, OR AN APPROVAL OF, ANY VIOLATION OF ANY OF THE
PROVISIONS OF ANY CODE, ORDINANCE OR RESOLUTION OF GARFIELD
COUNTY. PERMITS PRESUMING TO GIVE AUTHORITY TO VIOLATE OR
CANCEL THE PROVISIONS OF CONSTRUCTION CODES OR OTHER
ORDINANCES OR RESOLUTIONS OF GARFIELD COUNTY SHALL NOT BE VALID.
THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND
OTHER DATA SHALL NOT PREVENT THE CHIEF BUILDING OFFICIAL FROM
THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS,
SPECIFICATIONS AND OTHER DATA, OR FROM PREVENTING BUILDING
OPERATIONS BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF
CODES, ORDINANCES OR RESOLUTIONS OF GARFIELD COUNTY.
(Authority under the 1988 Uniform Building Code Section 303 (c). titled:
Validity of Permit.)
THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND
INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN
ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD
COUNTY FOR ERRORS OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY
FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS
SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER.
COMMENTS AND NOTATIONS ARE INTENDED TO CONSTRUCTIVE AND IN
SUPPORT OF THE OWNERS INTEREST.
Art Hougland, of Building Official
PRNOTICE
1098TH STREET, SUITE 303 • 945.8212/625- 55711285 -7972 • GLENWOOD SPRINGS, COLORADO 81601
Smitty's Refrigeration and Repair
50633 Highway 6 & 24, Unit B
Glenwood Springs, CO 81601
(303) 945 -9859 FAX 945 -6711
September 29, 1994
Art Hoagland
Garfield County Building Inspector
Art,
Thanks for taking the time the other day to help me get the right stuff to submit for this
building permit. The following is an explanation of the submitted drawings.
Page 1 - This is the existing floor plan of the area I wish to remodel.
Page 2 - This is the floor plan of the area after remodel,
Page 3 - This has the detail of the laminated beam for floor support, the method of
connection of the floor joists to the bearing walls and the floor joist layout. Included are
the beam design specifications from Boise Cascade which show that the 11 7/8 BCI joists
planned will have the live load of 125 PSF which you requested.
Page 4 - This shows the construction of the existing walls and the location of the existing
plumbing,
Page 5 - This is the layout of the entire building showing the proposed remodel in relation
to the rest of the building,
The office remodel is intended to provide a working office for my wife, Susan, to operate
her skin care business and to provide dry storage for my business.
The major concern I have at this time is that I will not be able . to have the block wall
installed in place of the existing bay door if it becomes too cold. If I could get permission
to begin that phase of the remodel, with the clear understanding not to begin any other
portion until the full permit is issu would be ve ry appreciative.
1 Ral W. Smith
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BOISE CASCADE BEAM DESIGN 09.281994
Version 2,50
SCRATCH .50D
u omer :BR00KHARTS BUILDING CTR, + Specifier;
Rare :SHITTY
,,d:rves ; Designer ;PETE
Mise :ATTN JIH
1, Ste:R1FLE CO,
Coda :NER 442/446
�'m
GENERAL INPUT INFORMATION
.,) n00F v
,.
SPA L00R , SLOPE IN /FT - N/A DEAD LOAD -PSF - 10
1 1 0.0 SPACING - PART'N LOAD - PSF - 0.0
:AV, N.1 /Y'2 " NO I LOAD DURATION
epw - NO 1 LIVE LOAD -PSF • 125.0 100* 5LUE /NAIL / J O ) BLVE /Ngll/JOIST YES '
-
GLUED
SPANS AND LOADS
v, Uvv YVVVUVVVVV` vvVVYUVVUYUUVVVUYVVYVUVVVVYVV VVVVVVYVVYVVVVVVVVVVVVVVVVYVVUVVYVVVVVUVVVVVVVV
:;774
11034
LOADS DIST . ON SUMMARY
1 ; LOAD REP ;BEGIN ; END i LIVE ; DEAD 1 DC 8C ; OUR% E,' DEAD : 100t
HNIE i PSF LT 1 0,0 1 16.3 i 125 i 10 12.0: 100$ 10 i 135
SING E •14,00
CONTROLS
Ciory:,L % OF
YP; VALUE ALLOWABLE DURATION LOAD -SPAN
4502 ft -lbs
87,61 a 1991 3 - IINT
d,ni inEAR 1103 lba 92,6N 1 100* 2 - 1LT
Otu., TEFL L/ 378= 0.518 ins 63,4* 3 -
E OEEFL L/ 409= 0,480 ins 88,1*
r 4ND CAUTIONS 3 1
.r' meets code but not Boise Cascade 'recommended deflection criteria
- Minimum END bearing length is 1.75 inchs.
This calculation applies only to design values for the loads and spans shown.
'.nete:iation of BOA) ANO Versa - lam /Versa - Lam Pius(R) products must be in
utroe with the current installation guides for these products and all relevant
'.'..:j:ng Codes, To obtain an installation guide or if you have any questions,
ae ca11 1 before starting product installation,
0926/94 15:03 V801 972 1937
Solt Lake BMDD p.00S,'oQJ
BOISE CASCADE BEAM DESIGN
Version 2.60 09 .28 °1991
., SCRATC.N ,BCD
Customer :BROOKHARrS BUILDING CTR. Specifier:
Job Name ;SHITTY
Address Designer :PETE
City, Ste:RIFLE CO, Nisc :ATTN. JIM
-• Code :HER 442/446
FLR(1,1 -RODE 2
GENERAL �INPUT INFORMATION
( ) - FLOOR ' SLOPE IN /Fr • N/A 1 DEAD LOAD -PSF
NUMB OF SPANS - 2 1 0.0 SPACING
LT CANT- N =1/Y =2 100 PAWN LOAD-PSF - 1YES
RI CANT N =1 /Y =2 - ND LOAO DURATION 104% REPT(Y =1lN =2 0,0
NO r LIVE LOAD - PSF - 125.0 ■ GLUE /NAIL /JOIST _ YES
GLUED
SPANS ANO LOADS
VVVVVVVVVVVVVVUVVVVVV44VVVUVVUVVVVVWVVVVVVVVVVVVVVVVVV
636/
8,17 18381
8.17 6368
UN/C4 Lp.AD REF ;BEGIN DISTRIBUTION SUMMARY
UNIF PSF ; END , LIVE ' DEAD 1 Dc SC ; DUR% E1 DEAD ; 100t
LT 1 0.0 1 16.3 1 126 I 10 , 16,0 I 100% I 13 I 180
COIITROL6 - - - -- � �'4 SINGLE -11,88 BCI /45
CONTROL
% OF
TYRE VALUE
T
Mo ALLOWABLE DURATION LOAD -SPAN
E N,NEA,R ISO] ft 35,8% Q 10O 2 - 1RT
E NN1 SHEAR 636 1b3 S0.9% B 100% 3 1LT
TOTAL DEFL 914 ibs 68.16 0 100% 2 • 1RT
L/ 15182 0.065 ins 15.8%
LIVE DEFL L/ 1598= 0,061 ins 22,5% 4 • 2
4 2
NOTES API CAUTIONS••• ................... ............... .. ... ..
NOTE This de meets Boise Cascade recommended deflection Criteria
NOTE - Mibitco ENO bearing length is 1.7$ inchs,
NOTE - Minimum CONTINUOUS bearing length is 3.80 inchs,
CAUTION-Uplift found •44 lbs
NOTE - This celculation only to design values for the loads and spans s h o w n .
Installation of 80I(R; AND Versa - Lem /Norse - Lam Pius(R) Products must be lb
accordance with The current installation guids
Bulldjnd Codes. To obtain an installation ;W i de for tfeyo 0 have e ec an and 9ue stl relevant tions
Ple call 1- 800 - 232.0788 before starting prodUCt installation.
ase
Nation.