HomeMy WebLinkAboutApplication- PermitJob Address ID
GARFIELD COUNTY
BUILDING, SANITATION
and PLANNING DEPARTMENT
109 Stip. Street, Suite 303
Glenwood Springs, CO 81601(970) 945-8212
No. 8625
Nature of Work Building Permit a-‘717— 03 ---_'00-004
J
Use of Building
Owner
Contractor�L
Amount of Permit$
Date k —
Clerk
f
1
{ GARFIELD COUNTY BUILDING PERMIT APPLICATION
GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO
+TEL EPR ONE: (970) 945-8212
PERMIT NO.
rOB ADDIZEss: Z (--4/4v1�/ ��%
1
. LOT NO. BLOCK O.
INSPECTION UNE: (970)384 5003.:
PARCEL/SCHEDU,E NO. R .IC317
SUBD[VISIONIEXEMPTION
5
sQ Fr. OF uuaDINri
Sq. FrrCFLOT
6
ME OFBUILDING
��� `?3*t3
WIG Ia C�
j .
ad � A Adusa
7
aFacam6woax _ 5O
CtAss OF WORK:- aNEW
L'ALT&AA'iIOH
No. CP FLOORS
OREKQVB
OARAO& CSINOLB
aDC4BCH cARPO&T:
rJDOOBL$ � r .
a aluVAYVAYPERMIT o04tsI ES BWAOEDESPOBAL(SEPTIC)
VALIIATIOl3OFWO
SEECIAL ORIDLttONS:
osf18PL,itf
ADNffIEn VALVAISOM
NOTICE
A SEPARATE ELECTRICAL EERNIFT 15 REQUIRED AND MUST BR ISSUED BY THE SPATS OF
COLORADO.
THIS PERMIT BECOMES NULL AND 'VOID IF WORK OR CONSTRUCTION
ALIIHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR. IF' CONSTRUCTION OR
WORK IS SUSPENDED OR ABANDONED FORA PERIOD OF 180 DAYS AT ANY TIME
AFTER WORK IS COMMENCED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMD ED THIS APPLICATION AND
KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS
GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHET HER SPECIFIED
HEREIN OR NOT. ittls .GRAN'T'ING OF A PERMIT DOES NOT PRESUME TO GIVE
AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS QP ANY OTHER STATE OR
LOCAL LAW r G CONSTRUCTION OR THE PERFORMANCE OF
CO UCTIO
Date /-3-0.3
Or a' prized agent Lavia: Read and understood Entice shave.
fly/ Q{, //f, b 3
' PIaining r ata
PLAN CBECK FEE:
PERMIT FFA:
7474• 76-
TOTALFEE:
114.4./4
DATE PERMIT ISSUED:
OCC: GROUP:
CONST: TYPE:
ZONING:
SETBACKS:
�.i
MANI/. HOME:
ISDS NO. & FEE:
/-774
AGREEMENT
PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER. CONTRACTOR AND/OR THE AGENT OF TELE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE
DETAILED ONPLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDINQDEPARTMENT.
IN CONSIDERATION OF 1IIE ISSUANCE OF THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUIIXmKO CODES AND LAND USE REGULATIONS ADOPTED :
GARFIELD COUNTY PURSUANT TO AUTTTORITY GIVEN IN 30.28.201 CRS AS AMENDED, TI15 SIGNER FURTHER AGREES THAT IF TIM ABOVE SAID ORDINANCES ARE NOT FUx.
COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, tut PERM[T' MAY THEN BE REVOKED BY NOTICE FR(
THE COU; TY ANDTHAT THEN AND THERE IT SITAILUE.COMB NULL AND VOID.
THE ISSSIANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM TEEREAFIER REQUIRING T
CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN
VIOLATION OF MIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF MI5 TUR LSDICTION.
TEE REVIRW OF TIE SUBMITTED PLANS AND SPECIFICATIONS AND- INSPECTIONS CONDUCTED TIIERE.AFTER -DOES NOT CONSTTIPLTTE AN ACCEPTANCE OF A
RESPONSIBILITIES OR LIABILITIES BY GARFIELD. COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES.. THE RESPONSIBILITY FOR 111E5E as 5 AND IMPLE MENTATI
DURING CONSTRUCTION RESTS SPECIFICALLY WII IITBE ARCUTFECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED • 5 VOTIVE AND IN SUPPO
OFTBE OWNERS INSEEEST.
Gad'um3.aa3 I HEREBY ACKNOWLEDGiETHAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE.
S? pup 4 51 6? cM MI-
L -. 3-0
1q
The following items are required by Garfield County for a final inspection:
1. A final Electrical Inspection from the Colorado State Electrical Inspector;
.f
2. Permanent address assigned by Garfield County Building Departmentpostedwhere 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 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 1997 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 completedandda 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 OR USE OF DWELLING WITHOUT A C.O. WILL BE
CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING
PREMISES UNTIL ABOVE CONDITIONS ARE MET.
I understand and agree to abide by the above conditions for occupanc , use and the'issuance of a-.
Certificate of Occupancy for the dwelling under building permit # s' .
Signature Date
Bpcont082002
VALUATION/FEE DETERMINATION
Applicant 1 l r iNe
.Address -0170
Date itioio
' Finished (Livable Area):
Main
Upper
Lower
Other
Subdivision
Lot/Block
Contractor Aur"SD in
adatitt
750
Total Square Feet
Valuation
Basement:
Unfinished"
Conversion of Unfinished to Finished
. Plan Check Fee for Conversion
Valuation
Gaya e:
Crawl Space:
Valuation
Valuation
' Decks/Patios:
Covered
Valuation
Open
Valuation
5-/! '75"o
-75'6 K q`. Jb = 650 .
Total Valuation
Building Permit Fee
Plan Review. Fee
Total BP & PR
4
A
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 all sides with
decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line.
A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar,
anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -
rap, (which is required), siding or any approved building material.
A window schedule. A door schedule.
A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square
foot up to 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds
per square foot, and a 36 inch frost depth.
All sheets to be identified by number and indexed. All of the above requirements must be met or
your plans will be returned.
All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC.
1. Is a site plan included that identifies the location of the proposed structure or addition and
distances to the property lines from each corner of the proposed structure(s) prepared by a
licensed surveyor and has the surveyors signature and professional stamp on the drawing?
Properties with slopes of 30% or greater must be shown on the site plan.
Yes $
2. Does the site plan also include any other buildings on the property, setback easements and
utility easements?
Yes )(
3. Does the site plan include when applicable the location of the I.S.D.S. (individual Sewage
Disposal System) and the distances to the property lines, wells (on subject property and
adjacent properties), streams or water courses?
Yes �(
4. Does the site plan indicate the location and direction of the County or private road accessing
the prope ?
Yes
S. Do the plans include a foundation plan indicating the size, location and spacing of all
reinforcing steel in accordance with the uniform building code or per stamped engineered
design?
Yes �(
6. 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
7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist
spaces's and soffits?
Yes �C
8. 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 �(
9. Does the plan include abuilding section drawing indicating foundation, wall, floor, androof
construction?
Yes �(
10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling
joists, roof rafters or joists or trusses?
Yes
11. Does the building section drawing or other detail include the method of positive connection
of all columns and beams?
Yes �C
12. 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 (undisturbed) grade contours?
Yes X
13. Does the plan include any stove or zero clearance fireplace planned for installation including
make and model and Colorado Phase II certifications or phase II EPA certification?
Yes No }(
14. Does the plan include a masonry fireplace including a fireplace section indicating design to
comply with the Uniform Building Code Chapter 37?
Yes No
15. Does the plan include a window schedule or other verification that egress/rescue windows
from sleeping rooms and/or basements comply with the requirements of the Uniform
Building Code?
Yes 1 No
3
16. Does the plan include a window schedule or other verification that windows provide natural
light and ver.,tilation for all habitable rooms?
Yes No
17. Do the plans indicate the Location of glazing subject to human impact such as glass doors,
glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as
a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures
and specify safety glazing for these areas?
Yes No �(
18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters
indicated on the plan?
Yes No
19. 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
20. Do you understand that if you 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 committee deny or reject your building plans?
Yes No
21. Will this be the only residential structure on the parcel?
Yes j( No If no -Explain:
22. Have two (2) complete sets of construction drawings been submitted with the application?
Yes
23. Do you understand that the minimum size a home can be on a lot is a 20ft. x 20ft.?
Yes No
24. Have you designed or had this plan designed while considering building and other
construction code requirements?
Yes No
25. Does the plan accurately indicate what you intend to construct and what will receive a final
inspection by the Garfield County Building Department?
Yes No
4
26. Do you understand that approval for design and/or construction changes are required prior to
the application of these changes?
Yes /X No
27. Do you understand that the Building Department will collect a "Plan Review" fee from you
at the time of application submittal and that you will be required to pay the "Permit Fee" as
well as any "Road Impact" or "Septic System" fees required, at the time you pick up your
building permit?
Yes X No
28. Are you aware that twenty-four (24) hour notice is required for all inspections?
Inspections will be made from Battlement Mesa to West Glenwood in the mornings and
from Glenwood Springs to Carbondale in the afternoons. All inspections must be
called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for
inspections will delay your inspection one (I.) day. Inspections are to be called in to
384-5003.
Yes /' No
29. Are you aware that you are required to call for all inspections required under the Uniform
Building Code including approval on a final inspection prior to receiving a Certificate of
Occupancy and occupancy of the building?
Yes �( No
30. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent
of the Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for
the project complying with the Uniform Building Code?
Yes x No
31. Are you aware that prior to issuance of a building permit you are required to show proof of a
driveway access permit or obtain a statement from the Garfield County Road & Bridge
Department stating one is not necessary? You can contact the Road & Bridge Department at
625-8601.
Yes X No
32. Do you understand that you will be required to hire a State ofColorado 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 tim 9 of applicable inspection.
Yes iC No
5
33. Are you aware, that on the front of the Building Permit Application you will need to fill in
the Parcel/Schedule Number for the lot you are applying for this permit on prior to issuance
of a building permit? Your attention in this is appreciated.
Yes No
1 hereby acknowledge that 1 have read, understand and answered these questions to the
bAl a •►' ty.
u _ Date
(evenings)
Phone: 9vg - 7a (days);
Project Name: L
41 TN,
61-7-0 A 'i -w6-66
Project Address:
Notes:
If you have answered "No" on any of the questions, you may be required to provide this information
at the request of the Building Official prior to beginning the plan review process. Delays in issuing
the permit are to be expected. Work may not proceed without the issuance of 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 not reviewed until
required 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.
bpminreq
08/2002
6
Garfield County
Building Department
109 8th Street Suite 303
Glenwood Springs, CO 81601
970--945--8212
Plan Analysis Beata Calculator
Identification: Wigington Date: January 10, 2003
Note: Based on top edge having continious lateral support.
Increase in allowable for duration
BENDING = 77.7% of the allowable
ALLOWED - 516263.4 inch/lbs
ACTUAL = 400950. inch/lbs
Bending OK
SHEAR - No increase
ALLOWED = 14165.6 pounds
ACTUAL = 6290.6 pounds
Shear OK
Reaction
LL =5400. lbs
DL =2025. lbs
TL =7425. lbs
Min. =3.6 i
of load = 15 %
DEFLECTION
L/180 = 1.2 inches
L/240 = .9 inches
L/360 - .6 inches
L/480 = .45 inches
ACTUAL
Total Load Defl. = .6348 in.
Live Load Defl. - .4617 in.
Deflection OK (floor or roof)
L/340
L/468
Reaction
LL =5400. lbs
DL =2025. lbs
TL =7425. lbs
Min. =3.6 in
LL= 600 plf
DL= 225 plf
5
1/8 x 16 1/2
Glu -Lam
r
18 Feet
�
II
il
1
L/340
L/468
Reaction
LL =5400. lbs
DL =2025. lbs
TL =7425. lbs
Min. =3.6 in
PLAN REVIEW CHECKLIST
Applicant 6li1C4I447D4
Building
/J.A Engineered Foundation
,y1,4riveway Permit
(4urveyed Site Plan
A/4 Septic Permit and Setbacks
ade/Topography 30%
h4 Plan review -File Notes
—tach Residential Plan Review List
Minimum Application Questionnaire
Subdivision Plat Notes
H.d. Fire Department Review
Valuation Determination/Fees
Red Line Plans/Stamps/Sticker
Attach Conditions
Application Signed
Plan Reviewer To Sign Application.
Parcel/Schedule No.
40# Snowload Letter- Manf. Hms.
GENERAL NOTES:
tt441+10-4'
750 w 4?
75'0 y -
Date 1-10- 03
Planning/Zoning
Property Line Setbacks
30ft Stream Setbacks
Flood Plain
Building Height
Zoning Sign -off
• Subdivision Plat Notes
Road Impact Fees
HOA/DRC Approval
Grade/Topography 40%
Planning Issues
Prir
PC -4,4
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P.O. Box 786 • Glenwood Springs, CO 81602 • Phone/Fax: 970-947-9204
4,
Joist
Depth
Joist
Series -
*** THREE STAR ***
12" 16" 19.2" 24" 32" .
o. c. o. c. a, a. a. C. 0. C.
•
**** FOUR STAR **** '
- 12" 16" 19.2" 24" 32"
a, C. O. C. 0. C. o. C. 0. C.
CAUTION'S MINIMUM STIFFNESS CAUTION
ALLOWED BY CODE *
12" 16" 19.2" 24" 32"
0. C. o. C. 0. C. 0. C. 0.0.
91/2"
BCE 400
16'-3"
414%10" '
14'-0"
120"
t-11'-1"
11'-6"
11'-6"
10`-0"
12-0"
9'-2"
17'-11"
16'-2"
14'-9"
13'-2"
11"-1"
91/2"
BCI 459
16'-11"
15'-6"
14'-7"
13'-7"
12-1"
11'-6"
11'-6"
10•-0„
10:_0' -
9'-6"
18'-9"
17'-2"
16'-0"
14'-3"
12"-1"
91/2" I
BC1500
17'-10"
16'-3"
15'_'4'9`
14'-3"
12-11"
11"-6"
11'-6"
10'-0"
10'-0"
10'-0"
19'-9"
18'-0"
17'-0"
15'-10"
12-11"
n7/13",
TBCi400
19,_4"
17%8"
16'-8'•
15%2"
12'-10"
15`4"
13'-9"
12'-11"
12'-0"
10%9"
21'-4"
18•=7"
17'-0"
15'-2"
12'-10"
117/a"
BCI 450
20'-2"
18'-5"
17'-4"
16"-2"
13'-8"
15'-9"
14-4"
13'-6"..
12'-6"
11'-3"
22-4"
20'-2"
18'-5"
16'-5"
13'-8"
117/1"
BCI 500
21'-3"
19'-4"
18'-3"
'17'-0"
13'-8"
16`-7"
121"
14-2"-
13'-2"
11'-9"
23'-6"
21'-5"
20'-3"
18'-4"
13'-8"
111/4"
HCI 650
22'-5"
22-2
19'-3"
17'-11"
15`-0''
17'-6"
15'-11"
14-11"
13'-10"
12'-5"
; 24-10"
22'-8"
21'-4"
19'-10"
15'-0"
111/4"
BCI 90XL
25'-9"
23•-4"
22'-0"
20'-5"
18'-4" •
20'-1"
12-2"
17'-0"
15'-9„
14'-1"
28'-6"
25'-11"
24'-4"
22'-8"
20'-0"
14"
BCI 400
22'-0"
20'-1"
18'-9"
12-9"
13"-6"
17'-2'
15'-8"
14'-9"
13'-8"
12"-5"
23'-10"
20'-7"
18'-9"
16'-9"
13'-6"
14"
BCI 450
22'-11"
22-11"
19'-8"
18'-2"
13"-10"
17"-11"
16'-4"
15'-4"
14'-3"
12-11"
25'-4"
22-4"
20'-4"
18'-2"
13'-10"
14"
BCI 500
24'_1"
21'-11"
20'-8"
117-6"
12-10"
12-10"
17'-1"
12-1"
.14-11"
13"-6"
228"
24'-3"
22-8"
18'-6"
13'-10'
14"
BCI 650
226"
23'-2"
21'-10"
20'-4"
15'-8" .
19"-11"
18'-1"
17'-0"
15'-9"
14-3"
28'-2"
25'-8"
24'-2"
20'-11"
15'-8"
14"
BCE 90XL
29'-2"
26'-6"
24'-11"
23'-2"
20",2"
22'-10"
20'-8"'
19"-4"
17'-11"
18%2"
32-4"
29'-4"
27'-8"
25'-8"
22-2`
16"
BCI 450
22-5"
23'-2"
21'10"
1211" .
14'-2"
19"-11"
18'-1"
17'-0",
15'-9"
14'-2"
28'-0"
24'-2'
22'-1"
12-11"
14'-2"
16"
BCI 500
26'-8"
24-4'
22'-11"
1a'-11"
' 14'-2" ,
20'-11"
19'-0"
17'-10"
18'-7"
14'-2"
29'-6'
26'-11"
23'-9"
18'-11"
14-2"
16"
BCI 650
28'-2"
25"-3"
24'-2"
21'-9"
16'-3" '
22-1"
20'-0"
18'-10"
17'.5"
15'-9'#
31'-2"
28'-5"
26'-9"
21'-9"
16'-3"
16"
BCE 90XL
32-4"
29'--.4"
27'-7"
25'-8"
20"-3"
25'-3"
22'-10"
21'-5"
19'-10"
17"-11"
35'-9"
32-6"
30'-7"
27'-2"
20-3"
18"
BCI 650
30'-10"
22-1"
26'-5"
L 24'-7"
21'-10"
24-1"
219-11"
20'-7'
19'-1"
17'-3"
34'-1"
31'-0"
28'-l0"
25'-9"
21'-10"
18"
BCI 90XL
35'-4"
32-1"
32-2'
28'-0"
24-8"
27-7"
25'-0"
23'-5"
21'-8"
19'-7"
39'-1"
326"
33'-5"
3V-1"
24-8"
20"
BCI 650
33"-4"
30-4"
28'-7"
26'-7"
23'-2"
26•-1"
23,-8"
22"-3"
20'-8" -
18'-8"
36'-10"
33'-7"
30'-7"
27'-4"
23'-2"
20"
13C1 90XL
38'-3"
34'-9".
32-6"'
30"-4"
25`-6"'
22-11"
27`-1"
25'-5"
23"-6"
21'-2"
42-3"
32-5"
36'-2"
33'-7,
25"-6"
• Table values assume that sheathing is
glued and nailed to the joists.
• Table values represent the most
restrictive of simple or multiple span
ape,' tiorT .
• aT bie values are based on residential
floor loads of 40 psi live Toad and
0 • sf dead load.
• Table values are the maximum allowable
clear distance between supports.
• Table values assume minimum bearing
lengths without web stiffeners for joist
depths of 16 inches and less. 18 and
20 inch joists require web stiffeners.
• This table was designed to apply a broad
range of applications. it may be possible
to exceed the limitations of this table by
analyzing a specific application with the
BC Calc software.
*** Three Star ***
Live Load deflection limited to L/480.
**** Four Star ****
Live Load deflection limited to L/960 to
provide a floor that is much stiffer for
the more discriminating purchaser.
* Mimimum Stiffness Allowed by Code *
—Caution! --
Live Load deflection limited to 11360.
The performance of a floor is a matter of opinion, the "feel" that might be
acceptable to one person may not be acceptable to another. Many factors
affect the perceived performance of a floor system, some of them are:
• The depth of the joist
• Continuous or simple spans
• Decking and flooring material
• Gluing and nailing the decking
• On -center spacing of the joist system
• Lack of drywall attached to underside of joist
• Level bearings
• Location of walls and furniture
To improve the performance of a floor system, a designer will
frequently change the deflection criteria from L/360 to L/480
or higher. One way to accomplish this is by reducing the on -
center spacing of the joist. The load capacity of the joist
system will be increased but the "feel" of the floor system will
not be significantly changed. The stiffness of a floor system is
significantly increased and the vibration is reduced by
increasing the joist depth. To illustrate this, see the BCI span
table above.
ur Floor/Ceiling Asse''
3
Contact your local Boise Cascade Distributor for specific
assembly requirements.
FIRE ASSEMBLY COMPONENTS
1. 3/4" tongue -and -groove plywood or 23/32" APA Rated Sheathing
(Exposure 1 or exterior glue)
2. BCI Joists at 24" o.c.
3. Two layers 1/2" Type X gypsum board
SOUND ASSEMBLY COMPONENTS
when constructed with resilient channels
• MA carpet & pad to fire assembly:
• Add 31/2" glass fiber insulation to fire assembly:
• Add an additional layer of 6/3" T&G OSB
and 91/2" glass fiber insulation to fire assembly:
1STC=53j
STC=53(
ISTC=611
IIC=64j
or
lIC=44 or
l I IC=5111
r
1 15% and 125%
BCI 450 Series Joists - 1314" Flange Width
Maximum clear span in feet and inches, based on horizontal spans.
1 T'tET� lfiti f S
Live
Load
(Psi)
Dead
Load
(psf)
-
91I2't BCI 450.
117I4" BC! 45(1
4/12 or
Less
4/12 to
8/12
8/12 to
12/12
4/12 or
Less
4/12 to
8/12
8/12 to
12/12
20
i0
24'-6'
231-1"
, "` 211.5"
29'-3"
27'_7"
.-'25.7"
- "..i
Non -
Snow
20 ,
,
15
° 23'-3"
211-10"
20'4°
27`-8"
"26'-0"
24'=4"
(125°!°)
20..
20
22•2"
20'-9"
- 19'-1"
26t-5"
.
24`-9"
221-9"
' , 12""..,
0C^
25
10
23'-3"
22'-0"
20'-6"
27'-9"
26'-3"
241-5"
25
15
22'-2"
20'-11'
19'-4°
26'-6"
24'-11"
23'-1"
30 .
10
22` 3"
21 ` i"
19"-8"•26`-7'
- 25.,2.
23'-5"
Snow .
(115%)40
30
• 15
21'-4"
"20'4" :
' 18'-8" • °..
25'4
24'-01 ,
• 22'-'3."
10
20'-3"
19'-5"
18'-4'
24'-2"
23'-2"
21'-10"
40
15
19'-11"
18'-10"
17`-7"
23`-9"
22-6"
21'-0"
50
.10
-
18'-9"
' .18'-0" ,
17'_t'•.:
..
22.'•5'
,.:
21-61
`
. 20`4"-
'50
15 '
-
" 18'-9" '•17'-10''
16-8"
,.
21"-i0" '
`21'-4"
'19` 1:1 .'
'21.0
. • 16".
r .
Non-
Snow
(125%)
20
10
.
22'-3"
20=11"
1.9'-5"
261-6" `
,
25'-0"
3' 2".
20
15
•
21"-0"
19'4'
18"-3" • '
25'_1" ,
23'-7"
- .:211-9"
20
20
20'-1"
18'-9"
17-3"' .
23'-11"
22`-5"
. 20',7.
,,,
...
: ` Snow ..
(115°!0) ."40
25
10
,t 21'-1''
19'-11'°
18'-7"
25'-2"
23'-10"
22'-2"
25
15
20'-1"
18'-11"
17'-6"
24'-0"
22'-7"
20'-11"
30
10
- 20''2"
19.-1„
1T-10', • ..
24.,1'. ,,
22'4'
"21'-3"
30
.
15
19'-4"
; 18'-3'
16-41"
°`
22`-8"
21f-9"
. 20'-2a>.
10
18'-4"
17-7'
16'-7"
21"-7"
21"-0"
19'-10"
A 40
15
17'-10"
17'-1"
15'-11"
20'-6"
20'-1"
19'-0"
50
:
10
17'-0" :
, 16`31
1.5-5" :
19'-8"
. 191-5" ' •
•
• 18'-5''
50
15
16'-4"
16,-.1"
15'-1"
.,
18'-l0" , `
. 18` 7"'
'
- 18 0" .
19:2
O.C.
• Non- °
' Snow
(125°/°)..
• 20
10
. 20'-10"
,19'-8" ..
, 18`-3" ,
24'-11"
'
.
`
231-6` ,.
21'>14
20
15
19'-9"
18"-7"
17'-1"
23'-7"
..•
22'-2
20'-6"
20 '
20
1$'-i 0"
..
17-8"
16` 3"
22` 6'°
:21'4' -•_
1.9.-4!'
�,
Snow •
(115°/,)
25
10
19"-10"
18'-9"
17'-5"
23'-6"
22'-4"
20'-10"
25
15
18'-11"
17'-9"
16'-6"
21'-11"
21'-3"
19'-8"
30
'10
18';1t"
'
17"-11,° ,
16'•9".
22':0
21'751•
2(}'_0'' fi
30
15
17`-11"
17'-1",
15'41"
20'-6"
. , 24-2'
•,19;4'
40
10
17'-1"
16'-6"
15'-7"
19'-8"
19'-5"
18'-7"
40
15
16'-3"
15'-11"
14'-11"
18'41"
18'4"
17'-10"
50
• 10
151-7"
15"-.3"'" .
'-.1-4'--6"
17`111"
117 9''
17'=4" ;1
• 50
` 15
14'-i 1"
. 14'-8" -
14`-2"
17'-2'°'
16`-11" .
•
18'=5" ".-
24"
O.C.
Non-
Snow
(125%)20
20
10
19`-4"
18'-3"
16'-11"
23'-l"
, 21'-9"
20'-21 '.
20
15
18'-3"
17'-2"
15,-10"
21`-i0" -
., 20'-6".- .
18'-11" :
20
17'-5"
16'-4"
15'-0"
20'-4"
19'-6" .
°, 17411"
•
Snow :
(115%)
25
10
18'-3"
17'-4'
18'-2"
21'-0"
20'-7"
19'-3"
25
15
17-0"
16'-6"
15'-3"
19'-7"
-I9'-1"
18'-2"
30
1a
17'-1 "
, •16'-7"
15'-6"
19'-8" ,
19`-3" .,
i 8'=6"
30
.
15
16'-0"
15'-8"'
14'-9"
18'16°
18'-0"
17'-5".
40
10
15'-3"
15'-0"
14'-5"
17'-7"
17'-4"
17'-0"
40
15
14'-6"
14'-2"
13'-10"
16'-8"
16'-4"
15'-11"
50
10
-
131-11".
13'-9"
13'-5" .
16'-0"
15'-10"
15"=7"` ,
50
15
13'-4"
13"-1"
- 12,-10"
15-4" .
- 15'-l"
14'4"
1 T'tET� lfiti f S
Eloise- r BC CALL® 2002 DESIGN REPORT - US
r Sittig#e 5 118" x 16 112" BOISE GLULAMTM 24F-V4/DF biome
Job'Name ' - Description
Address - Specifier
City, State, Zip Designer
Customer Company
Code reports - NER 486, LA - 01365 Misc
Monday, December 30, 2002 09:23
- BC CALC Project : RB01
- Andrew
- Valley Lumber
Standard`Load -40 PSF 120 PSF Tributary 12-00-00
ltd
B0
4560 lbs LL
2476 tbs DL
Total Horizontal Length -19-00-00
B1
4560 lbs LL
24761bs DL
General Data
Version:
Member Type:
Number of Spans
Left Cantilever
Right Cantilever
Slope
Tributary
Repetitive
Construction Type
Live Load
Dead Load
Part Load
Duration
US Imperial
- Roof Beam
-1
- No
- No
0/12
12-00-00
nla
n/a
40 PSF
20 PSF
0 PSF
115
Disclosure
The completeness and accuracy of
the input must be verified by anyone
who would rely an the output as
evidence of suitability for a
particular application. The output
above is based upon building
code -accepted design properties
and analysis methods. Installation
of BOISE engineered wood
products must be in accordance
with the current Installation Guide
and the applicable building codes.
To obtain an Installation Guide or if
you have any questions, please call
(800)232-0788 before beginning
product installation.
BC CALC®, BC FRAMERe, BCI®,
BC RIM BOARDT"', BC OSB RIM
BOARDTM, BOISE GLULAMTm,
VERSA -LAKE), VERSA -RIM®,
VERSA -RIM PLUS®,
VERSA -STRAND TM,
VERSA -STUD®, ALLJOIST® and
AJSTa are registered trademarks of
Boise Cascade Corporation.
Page 1 of 1
Load Summary
ID Description
S Standard
Load Type Ref. Start End Live Dead Trib. Dur,
Unf.Area Load Left 00-00-00 19-00-00 40 PSF 20 PSF 12-00-00 115
Controls Summary
Control Type Value
Moment 33420 ft -lbs
End Shear 6017 lbs
Total Deflection L1362 (0.629")
Live Deflection L/559 (0.408")
Max. Defl. 0.629" (Limit: 1")
Span/Depth 13.8
% Allowable
63.9%
38.7%
49.6%
64.4%
62.9%
Duration
@ 115%
@ 115%
Loadcase
2
2
2
2
2
Span Location
1 - internal
1 - Left
1
1
1
1
NOTES:
Design meets Code minimum (L/180) Total load deflection criteria,
Design meets User specified (L1240) Live load deflection criteria.
Design meets arbitrary (1") Maximum load deflection criteria.
Minimum bearing length for 80 is 2-118".
Minimum bearing length for 51 is 2-1/8".
EnteredlDisplayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing
Member Slope = 0, consider drainage.
BC,CALCM 2002 -- ENGINEERING REPORT
GENERAL DATA
System - Rept Beam' J Live Load- 40 PSF f Dead Load - 20 PSF
„ Spans- 1 1 Tributary - 12-00-00 1 Partition Load - 0 PSF
Left"Cant ' - No 1 Duration- 1154 1 Repetitive - n/a
Right Cant - No 1 Slope - 0/12 1 Construction - n/a
PRODUCT DATA
Single - 5 1/8" x 16 l/2" BOISE GLULAW' 24F-V4/DF
ENGINEERING DATA
E/10"6 = 1.80 EI/10"6 = 3453.30 K = 0.0000 lbs
Allowable resistive moment at 100% = 45505 ft -lbs
Allowable resistive end shear at 1001. = 13530 lbs
Allowable resistive continuous shear at 100% - 13530 lbs
1: DEAD LOAD
LOAD
260.6 PLF
MOM
SHR
REAT
UPLIFT
BEAT LL
BEAT DL
BEND
DEEB
DEFS
2: DEAD LOAD
LOAD
260.6 PLF
480.0 PLF
MOM
SHR
REAT
UPLIFT
REAT LL
REAT DL
BEND
DEFB
DEFS
SPAN 1
Begin End
0' 19'
0.0 0.0
2475.7-2475.7
2475.7 2475.7
0.0 0.0
2475.7 2475.7
11759.6
0.221
0
PLUS LIVE LOAD
SPAN 1
Begin End
0' 19'
0' 19'
0.0 0.0
7035.7-7035.7
7035.7 7035.7
4560.0 4560.0
2475.7 2475.7
33419.6
0.629
0
SPAN DATA
AT 115 PERCENT DURATION
3: DEAD LOAD PLUS ALL LIVE LOADS
SPAN 1
LOAD Begin End
260.6 PLF 0' 19'
480.0 PLF 01 19'
MOM 0.0 0.0
SHR 7035.7-7035.7
REAT 7035.7 7035.7
UPLIFT
REAT LL 4560.0 4560.0
REAT DL 2475.7 2475.7
BEND 33419.6
DUB 0.629
DEES 0
4: UNBALANCED LIVE LOAD (DEAD PLUS ALL LIVE LOADS} AT ODD SPANS
SPAN .1
LOAD Begin End
260.6 PLF 0' 19'
480.0 PLF 0' 19'
MOM 0.0 0.0
SHR 7035.7-7035.7
REAT 7035.7 7035.7
UPLIFT
BEAT LL 4560.0 4560.0
REAT DL 2475.7 2475.7
BEND 33419.6
DEEB 0.629
DEES 0
END DATA
l
o
0 ifg
0
�1 4
BEST COPY
a
� t
.
cA
i'
'"O
k
tr-
r
1
•
`c- COPY
- 4
INSPECTION WILL NOT BE MADE UNLESS
THIS CARO IS POSTED ON THE JOB
24 HOURS NOTICE REQUIRED FOR INSPECTIONS
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
Date Issued., ..J ,...
..Zoned Area Permit No,,., - ,...
AGREEMENT
In consideration of the issuance of this permit, the applicant hereby agrees to comply with 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 '?• _ 'I ..4 '
Address
This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection.
THIS PERMIT IS NOT TRANSFERABLE
Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado.
APP " OVEDDO NOT DESTROY THIS CARD
By
IF PLAC D OUTSIDE - it VE ' WITH CLEAR PLASTIC
INSPECTION RECORD
Footing 1- U0,23 y__
Foundation) ...: ,. 6,) g .
Underground Plumbing
Insulation 3 - 7-03 4-41A_._
Rough Plumbing 3- 6-03 1-0-.
Drywall 3,.11 _03 pin,
Chimney & Vent AM.
,
Electric Final (by State Inspector) - G -b3 `'.1f ,
■
Gas Piping AM'
Final - 2374) 3 yt__
.
Electric Rough (By State Inspector)242) ,. ;
� Septic Final A-
Framing 3.6 - 03 P -7-r-
(To include Roof in place and Windows
and Doors installed),
Notes:
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING -
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFERABLE
Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado.
APP " OVEDDO NOT DESTROY THIS CARD
By
IF PLAC D OUTSIDE - it VE ' WITH CLEAR PLASTIC