HomeMy WebLinkAboutApplication- PermitGarfield County I NO.lDODlo
Building & Sanitation Department
108 Klz Street, Suite #401 Glenwood Springs, Co. 81601
Office-945-8212 Inspection Line-384-5003
Amount of Permit $ l b 18 • l C) Date, __ 7.._-~l ___;Dt:.._-_D___;::6 :::....___
Clerk (Lj f3cJL '
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GARFIELD COUN1Y BUILDING PERMIT APPLICATION
108 8'" Street, Suite 201. Glenwood Sprinl•· CO 81601
Phone: 970..945-8212 I Paz: 970..384-3470 /lDapectioa Line: 970..384-15003
Permit No: Parcel/Schedule No: a ld.-1-}.b (/ -00 -06
Job Address: 03 b::l-i f?CL ~or~ ',c... 'C> 'C' : v <--9t~ytbt&-
1 Lot No: (?_ Block No: Subd. 1 Exemption: $14.bJ:viE.\ f:JA} ph. ...M)'I"l)-W\I c..... w._~.s t\-
2 ~er· ( Address . !J 1 rr
Ph: ct 10 -3 71·0673 Wk Ph: ~2$-:~S(}? ~ _4-"t\ll.L -rA.~\ot.lr<! (0 0 3. b 2.. pa..rtO ~""GMl•'-Pr-.
3 Contrflctor: Addre~O:A~ Ph:l{l£k..377·0613 Lie. No. ~e..."'F
4 Architect/Engineer: cl Address:
Ph:7:zo .tto'-1-1 23lf Lie. No. E" ~~'VOL -f-<5.c..'"'-ll'\-e.i ~r '13' Sew.+'\.~-Ot ;vL
5 Sq. Ft. of Building: Sq. Ft. of Lot: Height: ' No. of roars: 25b0 S".oi lk,.r <-5 ·z..o
fi Use of Building:
Wol'"k G h..c f." -.ru~~
7 Describe Work: I
8 Class of Work: I:Y New Cl Alteration o Remove
1:.1 Addition :I Move
B Garage: Cl Single Carport: Cl Single a Double 0 Double
10 ·o Driveway Permit Cl On·Site Sewage a Site Plan
Disposal
11 Valuation of Work: S 50\ ()QQ .c u Adjusted Valuations: S ¥~_Logo, (JJ
12 Special Conditions:
NOTICE Plan Check Fee: Permit Fee:
A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUS!' BE
391-:d l;_,;s'f£ ISSUED BY TilE SI'ATE OF COLORADO.
THIS PERMIT BECOMES NULL AND VOID IF' WORK OR CONSTRUCTION Total Fee: Dated Permit Issued: AUTIIORIZED IS NOT COMMENCED WilliLN 180 DAYS, OR. IF'
l;tJ/2· 19
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF 180 DAYS AT ANY TIME AITER WORK IS COMMENCED.
I HEREBY CERTIFY TilAT I HAVE READ AND EXAMINED TillS o~~p: Const. Type: APPUCATION AND KNOW TilE SAME TO BE TimE AND CORRECT. ALL _C..,_ PROVISIONS OF LAWS GOVERNING TitiS 1YPE OF' WORK WILL BE
COMPLETED Win!IN WHETHER SPECIFIED HEREIN OR NOT. TilE Zoning: Setbacks: GR-\NTING OF' A PERMIT DOES NOT PRESUME TO GIVE AUTHORI1Y
TO VIOLATE OR CANCEL TilE PROVISIONS OF' ANY OTifER srATE OR l '1>· I.A~11NG CONSTI<UcnON OR TilE ']';]MANCE N~U N.)/ ~. h g., o,b Manu. Home: ISDS No. & Fee:
~~~ ~ L)~r:::-· 7-tJ?;6 ........ v...... .t..l liJ 1ft. U ]/tj ~" ~/A-BLDG D~t / PLNG. DEFT.
APPROV. ,/DATE APPROVAL/DATE
AGREEMENT
PERMISSION IS HEREBY GRANTED TO TilE APPUCANT AS OWNER. CONI'RAcroR AND/OR TilE AGENT OF' TilE CONTRACTOR OR OWl-<'ER TO CONSI'RUCT
TilE STRUCTIJRE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY TilE BUILDING DEPARTMENT.
IN CONSIDERATION OF' 'mE ISSSUANCE OF' TillS PERMIT, TilE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND
USE REGULATIONS ADOPTED BY GARFIELD COUNlY PURSUANf TO AUTIIORI1Y GIVEN LN 30.28 201 CRS AS AMENDED. TilE SIGNER FURTiiER AGREES
TilAT IF THE ABOVE SAID ORDINANCES ARE NOT F'ULLY COMPILED Win! IN TilE LCOATION. ERECTION. CONSTRUCTION. AND USE OF TilE
ABOVE DESCRIBED STRUCTIJRE, TilE PERMIT MAY BE REVOKED BY NOTI CE FROM THE COUNlY AND TilAT Til EN AND TIIERE IT SHALL BECOME
NULL AND VOID , TilE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTiiER DATA SHALL NOT PREVENT ntE BUILDING OFFICIAL
FROM TIIEREAFTER REQUIRING ntE CORRECTION OF ERRORS IN SAID PLANS. SPEClF'ICATIONS AND OTiiER DATA OR FROM PREVEI"<TING
B UILDING OPERATION BEING CARRIED ON TIIEREUNDER WHEN IN VlO!.ATlON OF' TIIS CODE OR ANY OTIIER ORDINANC E OR REGULATION OF
THIS JURISDICTION. TilE REVIEW OF' SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED TIIEREAITER DOES NOT CONSTITIITE
AN ACCEPTANCE OF ANY RESPONSIBILmES OR UABUTIES BY GARFIELD COUN1Y FOR ERRORS. OMISSIONS OR DISCREPENCIES. TiiE RESPONSI
BILilY FOR TIIESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESI'S SPECIFICIALLY Willi TilE ART! IGNER. BUILDER.
AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF TilE OWNERS LNTEREST
Garfom.003
I HEREBY ACKNOWLEDGE TI-IAT I HAVE READ AND UNDERSI'AND TilE AGREEMENT ABOVE (I ..... ~OC;,A,~----
'tt 31%.1~ tl· {p/"1/ob ~~~ ~~ ~~~ C\'0\p9~\~ ~\ ~--~~
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The following items are required by Garfield County for a final inspection:
I. A final Electrical Inspection from the Colorado State Electrical Inspector;
? Pennanent address assigned by Garfield County Building Department posted where readily
visible from access road;
3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows
installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent
kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all
necessary plumbing;
4. All bathrooms must be complete, 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 me and IRC 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 wiJI not be issued until
all the required items are completed and a final inspection made;
8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway
installation, where applicable; as we11 as any final sign off by the Fire District, anchor State
Agencies where applicable.
A CERTIFICATE OFOCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE
ABOVE ITEMS HAVE BEEN COMPLETED.
****CANNOT OCCUPY OR USE DWELLING UNTll.. A CERTIFICATE OFOCCUPANCY
(C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE
CONSIDERED AN ll..LEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING
PREMISES UNTIL ABOVE CONDITIONS ARE MET.
I understand a d agree to abide by the above conditions for occupancf;use and the issuance of a
Certi 1cate o ccupancy for the dwelling under building permit# () Q(){Q
Signature
Bpcont0ct2004
Date
b fs loJ. I I
VALUATION/FEE DETERMINATION
Finished (Livable Area):
Main
Upper
Lower
Other
Basement:
Total Square Feet
Valuation
Unfinished
Conversion of Unfinished to Finished
Plan Check Fee for Conversion
Valuation
Garage: ;..suo C{ !9 .:: £/6 d80 tUl-
ValuatJon . 1
Crawl Space:
Valuation
Decks/Patios:
Covered
Valuation
Open
Valuation
Subdivision pkl!:}~/fHt ·~ /J1-4l~
Lot/Bio~k /;).,
Contractor ~
Total Valuation .L/~ 1 CJ tO !!!-
GARFIELD COUNTY BUILDING AND PLANNING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
For
SINGLE FAMILY DWELLING CONSTRUCTION
Including
NEW CONSTRUCTION
ADDITIONS
ALTERATIONS
And
MOVED BUILDINGS
In order to understand the scope of the work intended under a permit application and expedite the
issuance of a permit it is important that complete information be provided. When reviewing a plan
and it's discovered that required information has not been provided by the applicant, this will result
in the delay of the permit issuance and in proceeding with building construction. The owner or
contractor shall be required to provide this information before the plan review can proceed. Other
plans that are in line for review may be given attention before the new information may be reviewed
after it has been provided to the Building Department.
Please review this document to determine if you have enough information to design your
project and provide adequate information to facilitate a plan review. Also, please consider
using a design professional for assistance in your design and a construction professional for
construction of your project. Any project with more than ten (10) occupants requires the plans
to be sealed by a Colorado Registered Design Professional.
To provide for a more understandable plan in order to determine compliance with the building,
plumbing and mechanical codes, applicants are requested to review the following checklist prior to
and during design. Applicants are required to indicate appropriately and to submit the
completed checklist at time of application for a permit.
Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and
drawn to scale.
1
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
and original grade. 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. Engineered
foundations may be required.
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, a 90 M.P.H. wind
speed, wind exposure B or C, 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 2003 IRC.
1. Is a site plan included that identifies the location of the proposed structure or addition and
distances to the property lines from each comer of the proposed structure(s) prepared by a
licensed surveyor and has the surveyors signature and professional stamp on the drawing?
Properties with slopes of30% or greater must be shown on the site plan. (NOTE
Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft .
of a property line and not within a previously surveyed building envelope on a
subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's
signature and professional stamp on the drawing. Any structure to be bqilt within a
building envelope of a lot shown on a recorded subdivision plat shall include a copy of
the building envelope as it is shown on the final plat with the proposed structure located
within the envelope.
Yes V
2. Does the site plan also include any other buildings on the property, setback easements and
utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution
if the property you are applying for a building permit on is located on a comer lot. Special
setbacks do apply.
Yes c/
3. Does the site plan include when applicable the location of the !.S.O.S. (Individual Sewage
Disposal System) and the distances to the property lines, wells (on subject property and
adjacen~ pr 1perties), streams or water courses?
Yes trv l't-
2
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
Does the site plan indicate the location and direction of the County or private road accessing
the property?
Yes t/
Do the plans include a foundation plan indicating the size, location and spacing of all
reinforcing steel in accordance with the IRC or per stamped engineered design?
Yes J/
Do the plans indicate the location and size of ventilation openings for under floor crawl
i~ces ~~learances required between wood and earth?
Do the plans indicate the size and location of ventilation openings for the attic, roof joist
spaces aniJ<'ffits?
Yes ------
Do the plans include design loads as required by Garfield County for roof snow loads, (a
minimwn of 40 pounds per square foot up to & including 7,000 feet above sea level), floor
loads and wind loads?
Yes v ------
Does the plan include a building section drawing indicating foundation, wall, floor, and roof
construction?
Yes v
Does the building section drawing include size and spacing of floor joists, wall studs, ceiling
joists, roof ~ers or joists or trusses?
Yes -------
Does the building section drawing or other detail include the method of positive connection of
all colwnns ~d beams?
Yes v -------
Does the elevation plan indicate the height of the building or proposed addition from the
undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the
top of a flayooof? (Building height measurement usually not to exceed 25 feet)
Yes ·------
Does the plan include any stove or zero clearance fireplace planned for installation including
make and model and Colorado P~ II certifications or phase II EPA certification?
Yes No v -------
3
14.
15 .
16 .
17.
18 .
19.
20.
21.
22.
23.
Does the plan include a masonry fireplace including a fireplace section indicating design to
comply with the IRC? /'
Yes No -------
Does the plan include a window schedule or other verification that egress/rescue windows
from sleepi~ooms and/or basements comply with the requirements of the IRC?
Yes No -------
'
Does the plan include a window schedule or other verification that windows provide natural
light and ventilation for all habitable rooms?
Yes V No ______ _
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 -------
Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters
indicated on the plan?
Yes · No -------
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 Y No -------
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? The building permit application will not
be accepted without it.
Yes V No ______ _
Will this be the only residential structure on the parcel?
Yes v No Ifno-Explain: ______ _
Have two (7) complete sets of construction drawings been submitted with the application?
Yes v -----
Do you understand that the minimum dimension a home can be on a lot is 20ft. wide and 20ft.
long?
Yes -----No ____ _
4
24. Have you designed or had this plan designed while considering building and other
construction code requirements?
Yes t/ No ____ _
25. Do your plans comply with all zoning rules and regulations in the County related to your
properties zone district?
Yes V No -------
26. Does the plan accurately indicate what you intend to construct and what will receive a final
inspection by the Garfield County Building Department?
Yes t/ No ------
27. Do you understand that approval for design and/or construction changes are required prior to
the application of these changes?
Yes t.r No ------
28. 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 v No ------
29. Are you aware that you must call in for an inspection by 3:30 the business day before
the requested inspection in order to receive it the following business day? Inspections
will be made from 7:30a.m. to 3:30p.m. Monday through Friday. Inspections are to be
called in to 384-5003.
Yes V No ------
30. Are you aware that requesting inspections on work that is not ready or not accessible will
result in a $50.()0 re-inspection fee?
Yes V No ------
31. Are you aware that you are required to call for all inspections required under the IRC
including approval on a final inspection prior to receiving a Certificate of Occupancy and
occupancy of the building?
Yes V No -------
32. Are you aware that the Permit Application must be signed by the Owner or a written
authority being given for an Agent and that the party responsible for the project must comply
with the I~Cy
Yes V No -------
5
33. Aie you aware that prior to submittal of a building permit application 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 1)25-860 1.
Yes ?/ No ____________ __
34. 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.-applicable inspection.
Yes I/ No. ______ _
35. 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 submittal
of a building .P~t application? Your attention in this is appreciated.
Yes V No. ______________ _
36. Do you know that the loc'!!)ire district may require you to submit plans for their review of
fire safety issues? Yes No (please check with the
building department about this requirement)
37 . Do you understand that if you are planning on doing any excavating or grading to the
property prior to issuance of a building permit that you will be required to obtain a grading
permit?~
Yes ___ _
ck ledge that I have read, understand and answered these questions to the
ality.
Date I I
Phone: j 70 .(, 1.5'"-3 5 J_ 7 (days); Cf ?~ -6.71-0f>r 3' (evenings)
Project Name: __ ~wl U...::....::.\.N\.~b::...:::u~~~___;:;f......::.\.!...l v~· -----=S=-h----=o~r_. ___________ _
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
6
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.
BpminreqFeb2005
7
GARFIELD COUNTY
BUILDING REQUIREMENTS
Codes: 2003 IRC, me, IFGC, IMC, IPC,
Setbacks: Check subdivisions and zone district for setback requirements.
Snowload: 40PSF up to 7000ft. elevation.
SOPSF 7001 to 8000ft.
75PSF 8001 to 9000ft.
100PSF 9001 to 10000ft.
Seismic design category: B
Weathering probability for concrete: Severe
Termite infestation probability: None to slight
Wind speed: 90mph
Decay probability: None to slight
Wind Exposure: B or C (see section R301.2.1.4)
'
Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above.
Winter Design Temperature: Minus 2 to 7000ft.; minus 16 over 7000ft.
elevation. ·
Air Freezing Index: 2500deg F-days to 7000ft.; over 7000ft. to be determined by
Building Official.
Ice shield under-layment required.
Mean Annual temp.: Variable
Insulation: Maximum glazing U factor: 0.50
Minimum R-Values:
• Ceilings/roofs R values are: R-30 stick built
structures. R-381og construction and steel
rafter construction.
• Walls R values are R-19 wood frame; R-19
cavity R-3 sheathing steel studs.
• Floors R-values are R-19.
• Basement wall R-values are R-10 below
grade, R-19 above grade.
• Slab perimeter R-value and depth is R-
10/36in.
• Crawl space wall R-values are R-10 below
grade and R-19 above grade
If floors over crawJ spaces are not insulated, the crawl space walls must be
insulated. Basement wall must be insulated to frost depth. Common walls
garage to house must have R-19 insulation. Common ceiling/floor garage
to house must have R-19. Take precautions to protect plumbing in these
areas.
PLAN REVIEW CHECKLIST
App lican~dfr7+<2
Building
V'Engineered Foundation
J.).k.Driveway Permit
~urveyed Site Plan
...JLd::..Septic Permit and Setbacks
...-Gradeffopography 30%
~ttach Residential Plan Review List
Vlvlinimum Application Questionnaire
,.......-Subdivision Plat Notes
JJ/::._Fire Department Review
~aluation Determination/Fees
v1fed Line Plans/Stamps/Sticker
_J/i:_Attach Conditions
/Application Signed
~Ian Reviewer To Sign Application
~Parcel/Schedule No .
...1ftt::40# Snowload Letter-Manf. Hms.
,...........Soils Report
GENERAL NOTES:
__ Subdivision Plat Notes
Panoramic Mesa Homeowners Architectural Review Committee
Report
Homeowners: Greg and Anne Tamburello
Location : Lot 12, Panoramic Mesa Subdivision
0364 Panormic Drive
Material Reviewed: Material provided from
Greg Tamburello -Plat with Shed sketched
Behm Design Plans-plan 2400-1
I -Copy Site Plan, plan showing specifics of exterior 1 copy of Behm Design Plans
40X80 (2400 sq. ft) shed, wall height 14ft with 20ft peak, additional detail
sheets.
Submission Date:
Review/Approval Date:
May9, 2006
May9, 2006
Plan and site plan meet all the requirements specified in the Covenants for Panoramic
Mesa Homeowners. The 40X80 shed will have 14 foot walls and a 20 ft peak. The
building will be wood (probably lapped) sided and plans are to either match the color of
the house or match the color of the surrounding environment in order to make it less
obtrusive
Dave Bartlett (neighbor closest to shed), has been contacted to see if he has any
concerns. Dave assures me that he has no concerns, that Greg has kept him aware of his
plans.
All members of the committee were called. All felt that as long as covenants were met
and that Dave was ok with the build (so close to his yard) that there was no problem.
Committee Members: Includes Officers of the Panoramic Mesa Homeowners
Association
Rick Peterson -Vice President
Julie Chavez -Treasurer
Susan Carter -President
Peggy Swank -Secretary
DATEOSI11.W PACii I
ALPIHE TRUSS CO
11211 MENOKEN RD.
MONTROSE, CO 81401
( ) 2A9-0101
a
.JOB NAME: l"AIWBUR'Il.L.D-SHOP
MODEL: TAG:
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POt: PURC~ ----. .._ --DATE: ----·-4 . ·-----··-· . ·-----QUOTE WILL EXPIRE IN 60 DAYSH
SUB·TOTAL 55.130.28
OEUVIRY
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SILT CO.
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QUOTE# 05031-6
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ESE DENVER ', '~
ESS PORllAND ~ \~
May 19,2006
Attn: Mr. Ron Vasa
Premier Building Systems
1057 Sunburst Lane
Mead, NE 68041
Dear Ron,
ESE OEHYER
Enayat Sc~nei~er Engineering, Inc.
931 Sa lila Ff Ome , Sude 200
Denwr, Colorado 80204
[120}904·1234
FAX: [720} 904 ·5678
Enclosed are structural calculations for wall panels and foundations on the Tamburello
Shop. All other structural elements including interior stick framed walls and roof
framing are designed and built by others. Enayat Sclmeider Engineering is only
responsible for the items that have been engineered by our office. Enayat Schneider
Engineering is not the Engineer of Record for this project and does not claim
responsibility for the accuracy and adequacy of the other structural components of the
building.
If you have any questions, please call me.
Sincerely,
~~
Travis D. Smith, P.E.
Project Manager
TS/ts
enclosure
Wahid Enayat, P.E.
President
JeraiU.St~neider, P£ SE
StepMll K. SWJ~Ies, PE
W G.£~1. PE S£
Mitkzl E. Saosbll. PLS£
DESIGN CRITERIA
Project Name: Tamburello Shop
Project location: Silt, Colorado
Governing Building Code: IBC 2003
Design Loads:
Roof Live load:
RoofDead load:
Floor Live Load:
Floor Dead Load :
Wind Criteria:
Wind Velocity
Exposure
40
15
40
15
90
B
Seismic Design Category: C
Soil Type D
R (Light framed bearing walls) 6.5
Importance factor 1.0
psf
psf
psf
psf
mph
,,
ASCE7.02
PRIMARY WIND
Tamburello Shop
Sill. Colorado
INPUT
~ Wln<l Speed (3 aec. gust) (FIQ. 6-11
~,. Claaillcallan
Wind Dlnldional F;adllr !K.l (Table Goa)
lmpo~tanc:e Fac:tot(l) (Table 6-1)
Mean Roof Helgl\1 of Bldg. (h)
Bldg Wlcllh PerpendJcular 1111 wind (8)
Bklo Wldlll PllalleiiD wind (L)
Angle of Roof Slope
Pos. lntemal PI'IISI. Coet. (Gep, 1 (Table 6-7)
N-o. lntemal Preu. Coal. (GCp, ) (Table 6-7)
ElevaHon of atnldunt above IN level
Gusl Fac:tor!Gl
PRIMARY FRAMES AND SYSTEMS
UB 0.63 hiL
WINDWARD WALL (Fig. 8-3)
POSITIVE INTERNAL PRESSURE
NEGATIVE INTERNAl. PRESSURE
LEEWARD WALL Fig. 6-3)
POSITIVE INTERNAL PRESSURE
NEGATIVE INTERNAL PRESSURE
SIDE WALLS (Fig. 6-3)
POSnTVE INTERNALPRESSURE
NEGATIVE INTERNAl. PRESSURE
ROOF, WIND NORMAL TO RIDGE
& 9 >= 10° (Fig. 6-31
WINDWARD • POSITIVE INTERNAL PRESSURE
NEGAnvEINTERNAI.PRESSURE
LEEWARD ·POSITIVE INTERNAL PRESSURE
NEGATIVE INTERNAL PRESSURE
HtZone:
~
QZ (psf)
0.45
c,
0 .80
0.80
c,
-o .5o
-o .so
-o.70
-o.70
+C,
0.00
0 .00
ROOF, 9 < 10° NORMAL TO RIDGE (WINDWARD & LEEWA RD)
& WINO PARALLEL TO RIDGE ALL 9 (Fig. 6-3)
USE THIS ONE -> h/L<: .5
hI L>=1 .0
15
0 .57
11 .110
0·15
~.1l
10.3
NON-FLEXIBLE BUILDINGS
LESS THAN 90 ft, ONLY
WIND PRESSURE FOR ALL WALLS AND ROOF
P:: qGC., • q~(GC.,.) (Eq . 6·15)
20 25 30 40 50 60
0 .62 0 .66 0 .70 0 .76 o .6t 0 .65
12.83 15.66 14.49 15.73 16.77 17.59
q~-12.83 psi (Eq. 6·13)
PRESSURE (psf)
(+::inward;·:: outward)
HEIGHT ABOVE GROUND LEVEL (ft.)
20 25 30 40 50 60
8 .4 7.0 7.5 8.4 9 .1 9.7
uJJ-... 11.6 12.2 13.0 13.7 14 .3
PRESSURl~f)
(+ = inward ; • = tward)
70
0.69
18.42
70
10.2
14 8
_ .... ./ 13.5ps~ (·7 Jj'
-3.1
-9.9
·5.3
-c, Max. Prvss. (psf) Min. Press. (psf)
-o.70 ·2.3 ·9.9
-o.70 2.3 -5.3
-o.so -·7.8
-o.5o --3.1
PRESSURE (psf)
HORIZ. OIST. (+ = inward ; -::outward)
FROM WINDWARD POS.INT. NEG. INT.
EDGE (ft) c, PRESSURE PRESSURE
0·9 .090 ·12.1 •7.5
9 ·18 .0.90 ·12. 1 -7.5
18-36 .0.50 •7.8 -3.1
> 36 .0.30 .s.a ·1.0
0-9 -1.30 ·18.5 ·11 .9
>9 -o.70 ·H -5.3
THIS SPREADSHEET CALCULATES WIND LOADS (psf) FOR NON-FLEXIBLE BUILDINGS BASED UPON THE ASCE STANDARD 7.02,
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. WIND LOADS CALCULATED ARE ONLY PRIMARY WINO
LOADS FOR MAIN WINO-FORCE RESISTING SYSTEMS. THE MAX. BUILDING HEIGHT ALLOWABLE FOR THIS SPREADSHEET
IS 90ft. ALSO , THIS SPREADSHEET DOES NOT CONSIDER TOPOGRAPHIC FACTORS (K.J . IF THE STRUCTURE IS LOCATED
ON A RIDGE OR ESCARPMENT, q VALUES SHOULD BE MULTIPUEO BY THE APPROPRIATE FACTORS. BUILDINGS OVER
60ft IN HEIGHT SHOULD INCLUDE TORSIONAL EFFECTS (FIGURE 6-9) NOT CONSIDERED IN THIS SPREADSHEET.
80
0 .93
19.25
80
10.8
15.4
90
0.96
19.87
90
11.2
15.8
2
. __ ,
ASCE7~2
COMPONENT and CLADDING WIND
INPUT
Basic Wind Speed (3 sec. gust) (Fig. 6-1)
Exposure Classlftcatlon
Wind Directional Factor (Kd) (Table 6-6)
Importance Factor (I) (Table 6-1)
Mean Roof Height of Bldg. (h)
Eave Height
Bldg Width Perpendicular to wind (9)
Bldg Width Parallel to wind (l)
Angle of Roof Slope
Pos. Internal Press. Coef. (GCpl) (Table 6-7)
Neg. Internal Press. Coef. (GCpi) (Table 6-7)
Parapet Height
Elevation of structure above sea level
Olsccntlnuity Length (a)
HT OF COMP. ABOVE GROUND (z)
HtZone: 15 20
Kz 0.85 0.90
Clz (psf) 17.59 18.63
90
9
1
1.00
18
-. T1'4:
64
40
18.4
0.18
,_ -0.18
f---...r~ 0
4
25
0.94
19.46
mph
ft
ft
NON-FLEXIBLE BUILDINGS
LESS THAN 90ft, ONLY
ft WINQ PRESSURE FOR ALL SIDES AND ROOF
ft
deg
ft
ft
ft
30 40
0.98 1.04
20.28 21.53
18.63 psf
17.59 psf
P = q[(GCp)-(GC111)J (Eq. 6-18)
50
1.09
22.56
(Eq. 6-13)
(Eq. 6-13)
60 70
1.13 1.17
23.39 24.22
80
1.21
25.04
COMPONENTS AND CLADDING FOR BUILDINGS <= 60ft
WALLS (Fig. 6·5A)
EFF.AREA 4
sa.FT Pos(+)
<=10 21.98
20 21.05
50 19.75
100 18.81
200 17.88
>=500 16.39
GABLED ROOFS
e <= to• (Fig. 6-58)
EFF.AREA 1 1
sa.FT Pos (+) Neg (•)
<= 10 8.94 -21.98
20 8.38 -21.42
50 7.64 -20.68
100 7.08 -20.12
>=500 7.08 -20.12 • I L
PRESSURE (PSF)
LOCATION
5
Neg(-) Pos (+) Neg(-)
-23.84 21.98 -29.43
-22.91 21.05 -27.76
-21.61 19.75 -24.96
-20.68 18.81 -22.91
-19.75 17.88 -21 .24
-18.26 16.39 -18.26
PRESSURE (PSF)
LOCATION
1 2 2
Overhang Pos (+) Neg(·)
-35.02 8 .94 -36.88
-34.46 8.38 -32.97
-33.72 7.64 -27.76
-33.16 7.08 -23.84
-23.84 7.08 -23.84
.J::" 23ps~ o "'~ c ~
pl~l\~ 01'\ WAll'S'
2 3 3
Overhang Pos (+) Neg(·)
-35.02 8.94 -55.51
-34.46 8.38 -46.20
-33.72 7.64 -33.16
-33.16 7 .08 -23.84
-23.84 7.08 -23.84
3
90
1.24
25.67
3
Overhang
-55.51
-44.52
-29.25
-18.26
-18.26
B) PRESSURE (PSF)
LOCATION
EFF.AREA 1 1 2 2 2 3 3 3
SQ.FT Pos (+) Neg(-) Pos(+) Neg f•l Ovemang Pos(+) Neg(·) Overhang
<= 10 12.67 -20.12 12.67 -42.47 -44.33 12.67 -42.47 -72.28
20 11.55 -19.56 11.55 -38.93 -44.33 11.55 -38.93 -66.13
50 10.25 -18.81 10.25 -33.72 -44.33 10.25 -33.n -57.37
>=100 8.94 -18.26 8.94 ·29.43 -44.33 8 .94 -29.43 -49.92
Jo• < e a~ (FJg. s-s B) PRESSURE (PSF)
LOCATION
EFF.AREA 1 1 2 2 2 3 3 3
SQ.FT Pos(+) Neg(·) Pos (+) Neg(-) Ovemang Pos(+) Neg (o) Overhang
<& 10 20.12 -21.98 20.12 ·25.71 -40.61 20.12 -25.71 -40.61
20 19.56 -20.86 19.56 -24.59 ·39.49 19.56 ·24.59 -39.49
50 18.81 -19.56 18.81 ·23.28 -38.19 18.81 -23.28 -38.19
>= 100 18.26 -18.26 18.26 -21.98 -36.88 18.26 ·21.98 -36.88
COMPONENTS AND CLADDING FOR BUILDINGS > 60 ft (Fig. 6-8)
WALLS PRESSURE (PSF)
LOCATION
EFF.AREA 4 5
sa.FT Pos (+) Neg(·) Pos(+) Ntg(·)
<=20 19.00 ·20.12 19.00 -36.88
50 17.59 ·19.00 17.59 -32.79
100 16.54 -18.26 16.54 -29.62
200 15.31 -17.51 15.31 -26.64
>=500 13.72 -16.39 13.72 ·21.98
ROOF
PRESSURE (PSF)
LOCATION
EFF.AREA 1 • 2" a·
sa.FT Neg(-) Neg(-) Neg(-)
<= 10 ·29.43 -46.20 -62.96
20 -27.76 -43.96 ·60.17
50 -25.71 -40.98 -56.26
100 -24 .03 -38.75 -53.46
200 -22.54 -36.51 -50.48
>=500 -20.12 -33.16 -46.20
• No PosiUve Values
THIS SPREADSHEET CALCULATES WINO LOADS (psf) FOR NON-FLEXIBLE BUILDINGS BASED UPON THE ASCE STANDARD 7.02,
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. WINO LOADS CALCULA TEO ARE ONLY PRIMARY
WINO LOADS FOR BUILDING COMPONENTS AND CLADDING . THE MAX. BUILDING HEIGHT ALLOWABLE FOR THIS SPREAD·
SHEET IS 90ft. ALSO, THIS SPREADSHEET DOES NOT CONSIDER TOPOGRAPHIC FACTORS (Ku). IF THE STRUCTURE IS
LOCATED ON A RIDGE OR ESCARPMENT, q VALUES SHOULD BE MUl.TIPUED BY THE APPROPRIATE FACTORS.
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Enayat Schneider Engineering, Inc.
931 Santa Fe Drive
suite 200
Devner,CO 80204
Title :
Dsgnr:
Description:
Scope:
Job#
Date: 1:49PM, 19 MAY 06
~ KW~1 . ver s.a.o. 1·0tc·2003 ASCE 7-02 Earthquake Load Calculations
(C)198J.2003 ENeRCAI.C ~ Software
Description Seismic Forces
Occupancy Category ASCE 7-02 Table 1-1. 2003/BC Table 1604.5
"II" : All Buildings and other structures except those listed as Category I, Ill, and I
Occupancy Importance Factor
Seismic Use Group
Ground Motion
Latitude =
=
=
1.00
I
ASCE 7-02 9.1.4
ASCE 7-02 Table 9.1 .3
ASCE 7-02 9.4.1 .1, 20031BC 1615.1
Longitude =
Location:
39.438 deg North
107.674deg West
Silt, Garfield County, CO 81652
Max. Ground Motions, 5% Damping, from USGS 1996 maps: S s
s1
=
=
0.4e6 g, 0.2 sec response
0.092 g, 1.0 sec response
Site Classification ASCE 7-02 Table 9.4.1.2, 20031BC Table 16.15.1.1
"0" : Shear Wave Velocity 600 to 1 ,200 ft/sec = D
Site Coefficients Fa & Fv
(using straight--line interpolation from table values)
Fa
Fv
Maximum Considered Eartguake Acceleration
= 1.43
2.40
ASCE 7-02 9.4.1.2.4, 20031BC 1615.1.2
ASCE 7-02 Equation 9.4.1.2.4-1 & 2, 2003/BC Equations 16-38 & 16-39
SMs =Fa "Ss
SM1 zz Fv "S1
Design Spectral Acceleration
Seismic Design Category
SDs=S Ms"213
S D1 = S M1 " 2/3
Basic Seismic Force Resisting System
Bearing Wall Systems
= =
=
=
0 .665
0 .221
0.444
0.147
=
ASCE 7-02 9.4.1.2.5, 2-31BC 1615.1.3
c ASCE 7-02 9.4.2.1, 20031BC 1616.3
( SDS is most severe )
ASCE 7-02 Table 9.5.2.2, 20031BC Table1617.6.2
Ught-framed walls sheathed w/wood structural panels rated for shear resist
Response Modification Coefficient " R " =
System Overstrength Factor " Wo " =
Deflection Amplification Factor " Cd .. =
6.50
3.00
4.00
NOTE! See ASCE 7-02 for a// applicable footnotes.
Building height Umits :
Category "A & 8" Umit No Umit
Category "C" Umlt No Umit
category "D" Umlt: Umlt = 65
Category "E" Limit: Umit = 65
Category "F" Limit: Umit = 65
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Title : Jobt Enayat Schneider Engineering, Inc.
931 Santa Fe Drive Dsgnr: Data: 1:49PM, 19 MAY 06
Suite 200
Description :
Q~vnar,CO 80204 Scope :
~ ~~1 . ver s.a.o. t.o.c·2003 ASCE 7 ..02 Earthquake Load Calculations (C)190-2003 ENERCALC EngineniO Soltwlre
Description Seismic Forces
Seismic Design Category of A, 8 , or C therefore Reliability Factor" p " = 1.0
Equivalent Lateral Force Procedure ASCE 7-02 9.5.2.5, 2003/BC 1617.4
The "Equivalent Lateral Force Procedure" is being used according to the provisions of ASCE7-02 9 .5.5
Determine Building Period
Use ASCE 9.5.5.3.2 - 1
Structure Type for Building Period Calculation : All Other Structural Systems
" Ct • value = 0.020 " hn " : Height from base to highest level =
• x" value '"' 0.75
.. Ta " Approximate fundamental period using Eq. 9.5.5.3.2 - 1 : Ta • Ct • (hn ~ x) =
" Cu "factor from Table 9.5.5.3.1 = 1.61
Per ASCE 9.5.5.3.1 the true fundamental Building Period shall not exceed =
Building Period " Ta " Calculated from Approximate Method selected
= 0.232 sec
= 0 .145 sec
14.00
0.145
" Cs " Response Coefficient ASCE 7-02 9.5.5.2.1
s 05 : Short Period Design Spectral Response per 9 .4.1.2
" R " : Response Modification Factor from 9.5.2.2
" I " : Occupancy Importance Factor from 9 .1.4
From Eq. 9 .5.5.2.1-1 :Preliminary Cs
From Eq. 9.5.5.2.1-2 Cs need not exceed
From Eq. 9 .5.5 .2.1-3 & 4 Cs shall not be less than
9.5.5.2.1 : Seismic Response Coefficient
= 0.444
= 6 .50
= 1.00
= 0 .07
= 0.00
= 0.02
= 0.07
Seismic Base Shear
--Cs = 0 .0682 from 9.5.5.2.1 W ( see Sum Wi below ) =
Seismic Base Shear V = Cs • W =
76.38 k
5.21 k
ASCE 7-02 9.5.5.2
Vertical Distribution of Seismic Forces ASCE 7-02 9.5.5.4
"k": hx exponent based on Ta = 1.00
Table of building Weights by Floor Level...
Level # WI : Weigh t HI : Height WI • Hli'k Cvx Fx=Cvx •v Sum Slaty Shear Sum Story Moment
76.38 14.00 1,069.32 1.00 5.21 5 .21 0.00
SumWI:z 76.38 k Total Base Shear= 5.21 k
Sum (WI • HJI'k) = 1,069.3 k-ft
Diaphragm Forces : Seismic Design Category " B " & " C "
Wp : Weight at level of diaphragm and other structure elements attached to it.
Fp = 0.2 SOS I Wp + Vpx
Vpx : Portion of seismic shear at level needing to be transferred because of offsets.
Level# Wp Fp : Final
Base Moment = 73.0 k-ft
ASCE 7-02 9.5.2.6.2.7
7
.·
IJL.:.JS(~o/z) ~ 00
L L :. ~ o ( • · ) ~ 00
----· .....
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.
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~~
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u
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;
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l; .~. ~ : ·-'-.::;_ ...
!:>II • ~~~ .. ~ if
~
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~ 1;::; -~-= .Y""
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·~ I
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n
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~...' ~;;.~ ·-=r :::r. ""~~~ 1#1
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~ ---!""' ..., ..:: T ~ j .... ,
~~~ , ~ ~~-r-··~_,....._,~-r.-~-:~'--'~
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LJ ~ D f)t~n e..\ h j r c.~?&',;~>' ::: 8 ~ 6 p }~ N (j
I "s"'l· Brn lrB) c.P.pd.ci ty: IS75pl~ OK.
Com b i n eJ ) o aJ ~ : ( ~ G ) t-l ~ ~~~ ) : 't 0 1.. /. 0 0 ~
L) ~··wt:.lls wl s_plit\.._J o~,,f=
I
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t--L;Or-tr~ J
1•11• J;::::: uw----r-4 lr4--t
~------·4----------.-
61 1 g ot !7 oh5erw.e:..f;an
3 ' pA11ef kJr ok b1 ~b5c.rJ~ fj ""
c. om L ll\ eA a /(
I )IDO~) Sl\etH~ In·-=-30tJp}f ~~d@ c··
M bT :;. 3 o 0 ( 4 }(I~) .:. 11 golJ
Nr ":. 2/:3 ( 1'12.)( L.l% ) ::. 7 t 1
) 2. I I 8 c. ~p 6..~ ·, t 'I = 5" 2 ~p IF D t
IIU i nJ o" ,j t:\ m' s c 2. 3 p ~ ~ ( ~. 2 •) ILf 2
'i : 3Lf'IJ,t» ff ~ 5 'll.f:~ S '/~.t PSL. ~~"1
J
LOCATION : Wall2 jamb at 12' opening
AXIALLOAD =
ECCENTRICITY =
SIDE LOAD (S.L) =
ECCENTRICITY =
. Lu BELOW S.L. =
TRANSV. MOM. =
K =
UNBR. LENGTH =
lu factor =
SPECIES =
#
ACTUAL WIDTH =
ACTUAL DEPTH 1:1
#MEMBERS =
LDF =
BOT PL SPECIES =
Ps =
le :r
Rb :1
FbE =
Fb' =
CL =
Fb" :1
K*leld :r
ecc. fc =
FeE =
s •
TRANSVERSE fb :z
ECCENTRIC fb =
AMPLJF. FACTOR =
700
X-AXIS
0
0
0
0
3,494
1
14.0
1.63
PLM
1
5.25
5.25
1
1.60
HF
X-AXIS
0
35
3
130,246
4,640
0.998
4,631
32.0
25
586
24.1
1,739
0
1.010
pfc l2 +
[F"c]
fbx + AM~. ECC.fb}
Fb''{ 1 • .....fk_l l F'cExJ
0 + 0.39
DEFL = 0.974 ln.
= L/ 173
DEFLECTION PROBLEM ~ C...6.11 ()K_
lbs Pt ~. . .P,RQPERTI~St./ ~·
Y·AXIS
0 in.
o lbs
o in.
0 ft.
0 lb-ft
1
1.0 ft.
1.63 ( UNIF. LOAD)
( DF, HF, Gl, Ml, TS, PLM )
( #1, #2, Stud)
in.
in.
Y-AXIS
0
290
7
15,881
4,640
0.980
4,549
2.3
25
114,844
24.1
0
0
1.000
lbs
ln.
psi
psi
psi
psi
psi
lnA3
psi
psi
fby + AMf'. ECC. ~y
+
ADJUST. FACTORS
CD = 1.60
KbE = 0 .438
c = 0.8
KcE = 0.3
Fe' = 4640 psi
Cp = 0.12
Fe'' = 570 psi
fc = 25 psi
< 1
Fb"y ( 1 ·[ ~ t fbx+ECC.tbx J ~ F'cEy FbE
+ 0.00 = 0.391
It
~
--i
DL: 3DD
r-;:r~ Lt..~r~o ~ at~ -~ It~
M'-o" lt'-41' ..... ·~t======~--o"~====~======== rr
oW"' U.~~~~~~~~~~~~
I B h ~ rs OJ<
0 JL
rz..
!
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1.
i
c omb;1\ J D ~
'5Ato.r: 5Jao/4b'-=--)2gp}~
M or ;. 12 t( ( J 2) ( t;o) ;. 6 ) '-/LI!J
M ~ ::.-Zf3 ( II D) ( ~4 h \ ~ t/600
(
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.
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1
1
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ILf
+r· ~~"-~·~~ Enagat Schneider Engineering, Inc.
SSEIMAIIA . ~~ 9lls.laft!PI s.t2U llalll.tamdell214 PROJECT# BY-
SSliiAI.lAS · , ~ $ !1211914-1234
I ESEDEHVER ' ,.~~, r.!J20l9D4-S&Ja 1WE N&E __
-c::> ---.... ..... -0
0
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0
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ESS PIWWfO ~ (~ ·.'
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·•
PrrJject: Tamb4Jiello Shop
SubJect: Typ. Perimeter
O.te: 19-May-2008
By: Ids
Job No.: 115506
nilS SPREADSHEET PERFORMS A DESIGN CHECK OF CONTINUOUS REINFORCED OR UN REINFORCED
CONCRETE FOOTINGS SUPPORTING CONCRETE OR MASONRY WALLS. CAlCULATIONS ARE BASED UPON ACI
31~2. SPECIFICALLY CHAPTER 15. SHEAR AND FLEXURE REQUIREMENTS ARE PER APPUCABU: ACI
SECTIONS. NO ECCENTRICITY OF LOAD IS ASSUMED. UNIFORM SEARING OF THE SUSGRAOE IS ASSUMED
ALONG THE FOOTING.
INPUT
CONCRETE STRENGTH F'c
REINFORCING STRENGTH Fy
ALLOWABLE SUSGRADE BRG.
NET DR GROSS AU.OW. BRG.
WAU. THICKNESS T
WAU. HEIGHT H
WAU. TYPE (CONC I MASONRY)
REINFORCING BAR SIZE
LONGIT. REINF. BAR SIZE
REINFORCING BAR COVER
APPUED DEAD LOAD
APPUED LIVE LOAD
FACTORED OR SERVICE ?
TOTAL SERVICE LOAD
TOTAL FACTORED LOAD
EPOXY COATED REINF?
DESIGN
SELECTED FOOTING WIDTH Sf
SELECTED FOOTING DEPTH D1
FOOTING THICKNESS Tf
REQ'O TRANSV. BAR SPCG .
FACTORED SHEAR AT FACE
DESIGN Vu (CI D FROM FACE)
SHEAR CAPACITY OF FTG.
FACTORED MOMENT AT FACE
MAX. PLAIN CONC. MOMENT
REQUIRED REINF. AREA
REQ'D AREA OF LONG. REINF .
ULTIMATE BEARING ON FTG.
DESIGN BEARING STRENGTH
2.5 KSI
eo KSI
1500 PSF
G NORG
a IN.
8 IN .
c CORM
3
4
3 IN .
0~44 KLF
0 .8 Kl.F
s FORS
1.41 KLF
2.21 KLF
N (YIN)
14 IN.
4.75 IN .
7.94 IN.
NONE
030 KIPS
0.00 KIPS
4.04 KIPS
0.08 FT-KIPS
0.20 FT..J(JPS
0.00 IN2
0.16 IN2
2.21 KIPS
142.80 KIPS
USE
p
I HI
es t ll f J y
~ 1RDNS\ERSE I RSNFffiONG Bf
OK BEARING PRESSURE
FOOTING WEIGHT
NG • ACI15.7 NOT MET
OK
•I
BASED ON ACI PLAIN CONCRETE PROVISIONS
t!Atii:U UN •Mn = ··~gf(nfl )
PLAIN CONCRETE· NO TRANSV. REJNF. REQ'O
0.0014XAg
OK
14 IN . BY
8 IN . DEEP FOOTING WITH
NO TRANSVERSE REINFORCING
PROVIDE 1 #4
LONGITUDINAL REINFORCING
1204.93
0.17
PSF
KLF
I S
i
1
'
t
__ j
Enayat Schneider Engineering, Inc.
931 Santa Fe Drive
su'1te2oo
Oevner,CO 80204
Title:
Dsgnr:
Description :
Scope:
Job I
Date: 3:03PM, 19 MAY 06
Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000
I Rw ii0014
Us«: KW.o602521. Vet 5.8.0. 1·0ec:·2003
(cJ1983-2003 ENERCALC Engln_,ng Software Cantilevered Retaining Wall Design Page 1 tamburello.ecw:Cak:ulaliOns
Description Back retaining wall
I Criteria
Retained Height = 8.oott
Wan height above soil = O.OOft
Slope Behind Wall = 0.00:1
Helght of Soil over Toe = 36.00in
Soil Density :;; 110.00 pcf
Wind on Stem = o.o psf
1 Surcharge Loads
·Surcharge Over Heel = 0.0 psf
Used To Resist Sliding & Overturning
Surcharge Over Toe = 0.0 psf
Used for Sliding & Overturning
I , Des~pn Summary
Total Bearing Load
... resultant ecc.
= =
6,0851bs
1.971n
I
I
Soil Pressure@ Toe = 1.456 psf OK
Soli Pressure @ Heel • 978 psf OK
Allowable = 1,500 psf
!soil Data i I Footing Strengths & Dimensions
Allow Soil Bearing -1,500.0 psf rc = 3,000 psi Fy = 60,000psl
Equivalent Auld Pressure Method Min. As% = 0.0014
Heel Active Pressure = 35.0 psf/ft Toe Width = 2.17ft Toe Active Pressure = 35.0 psflft Heel Width = 2.83 Passive Pressure = 250.0 psf/ft Total Footing Width = 5.00 Water height over heel = 0.0 ft Footing Thickness = 10.001n
FootingJISoil Friction = 0.300
Soli height to Ignore Key Width = O.OOin
Key Depth = O.OOin for passive pressure :; O.OOin Key Distance from Toe = O.OOft
Cover@Top = 3 .001n @Btm.= 3.00 In
I Lateral Load Applied to Stem I I Axial Load Apelled to Stem
Lateral Load = 23.0 #Itt
... Height to Top = 8.00 ft
... Height to Bottom = 3.00 ft
I Stem Construction 1 Top Stem ·-.-------.m-11111-StemOK Design height ft = 0.00
Wall Material Above ·Ht" = Concrete
Thickness = 8 .00
Rebar Size = # 4
Axial Dead Load
Axial Uve Load
Axial Load Eccentricity
Rebar Spacing = 9.00
Rebar Placed at = Edge
= 440.01bs = 800.0 lbs
= O.Oin
I
16
I
Soli Pressure less Than Allowable
ACI Factored @ Toe = 1,820 psf D"lgnData ------------------------------------------------
ACI Factored @ Heel • 1,222 psf
Footing Shear@ Toe = 22.6 psi OK
Fooling Shear@ Heel = 57.1 psi OK
Allowable • 93.1 psi
Wall Stability Ratios
Overturning = 3.57 OK
Sliding = N/A
Sliding ca1cs Slab Resists All Sliding I
Lateral Sliding Force = 1,480.5 lbs
[ Footing Design Results
Factored Pressure
Mu': Upward
Mu' : Downward
Mu: Design
Actual 1-Way Shear
Maw 1-Way Shear
Toe Reinforcing
Heel Reinforcing
Key Reinforcing
·' _., ..
_!2!.._
= 1,820 = 4,069
= 1,495
= 2.574
= 22.62 = 93.11 = None Spec'd
= None Spec'd
= None Spec'd
Heel
1,222 psf
0 ft-#
6,342 ft-#
6,342 ft-#
57.07 psi
93.11 psi
lb/FB + fa/Fa =
Total Force @ Section lbs =
Momenl .. .Actual ft-# =
Momenl ... .AIIowable =
Shear .... .Actual psi =
Shear .... .AIIowable psi =
Bar Develop ABOVE Hl In=
Bar Lap/Hook BELOW Ht. In=
Wall Weight =
Rebar Depth 'd' In =
Masonry Data rm psi =
Fs psi=-
Solid Grouting =
Spedallnspecllon =-
Modular Ratio 'n' =
Short Tenn Factor =-
Equlv. Solid Thick. =
0.81V
1,831.8
5,884.8
7,185.3
24.4
93.1
17.09
6.23
96.7
6.25
Masonry Block Type = Nonnal Weight
Concrete Data
rc psi= 3,000.0
Fy psi= 60,000.0
Other Ac:c:eptable Slat & Spacings
Toe: #4@ 20.25 in, #5@ 31.50 In, #6@ 44.751n, #7@ 48.251n, #8@ 48.25ln, #9@ 4
Heel: #4@ 9.25 in, #5@ 14.50 In, #6@ 20.50 In, #7@ 27.75in, #8@ 36.50 In, #9@ 46
Key: No key defined
. .~-~
Enayat Schneider Engineering, Inc.
931 Santa Fe Drive
TIUe : Job I 17
Dsgnr: Date: 3:03PM, 19 MAY 06
Suite200 Description:
Devner,CO 80204 Scope:
Code Ref: ACI 318-02, 1997 UBC, 2003 IBC, 2003 NFPA 5000
I I Rev: 5ii01• user. I<Wo0802521. v• s.a.o, 1oOec·2003
, (e)19113-2003 ENERCALC EngineennO ~ Cantilevered Retaining Wall Design Page 2 ~o.ecw:Calc:ulatiOns
Description Back retaining wall
! Summary of Overturning & Resisting Forces & Moments
..... OVERTURNING •••••
Force Distance Moment
Item
Heel Active Pressure
Toe Active Pressure
Surcharge Over Toe
Adjacent Footing Load
Added Lateral Load
::
=
:::
=
=
Load @ Stem Above Soil =
SelsmlcLoad =
Total =
Resisting/Overturning Ratio
lbs ft ft-#
1,365.5 2.94 4 ,020.6
115.0 6.33
1,4S0.5 O.T.M. =
=
728.3
4 ,748.9
3.57
Vertical Loads used for SoU Pressure = 6,085.2 lbs
Vertical component of active pressure used for soil pressure
.. ••• RESISTING .....
Force Distance Moment
lbs ft ft-#
Soil Over Heel = 1,906 .7 3.92 7,467.8
Sloped Soli Over Heel =
Surcharge Over Heel =
Adjacent Footing Load =
Axial Dead Load on Stem= 440.0 2.50 1,100.0
SoU Over Toe = 715.0 1.06 774.6
Surcharge Over Toe =
Stem Welght(s) = 773.3 2.50 1,933.3
Earth@ Stem Transitions=
Fooling Weight = 625.0 2.50 1,562.5
KeyWelght =
Vert. Component = 825.3 5.00 4,126.3
--~-:-7":-:-
Total"" 5 ,285.2 lbs R.M.• 16,964.4
I
8.00005ln Cone w/ #4 @ 9.1n ole .. J
~ ..
•
r-~1314. ..
• s·.o· s·.o·
•
I I •· I ~ I
• I
3'..()" I • I
I •
3.
I • '
10"'
I ' -' l ~·\ I Sliding Restraint • ,. ·-=l ·~ ' J•
#O@O.in • I
@Toe
Designer select
2'·2·
Sliding Restraint
Pp= 1836.8#
1456.5psf
I DL= 440 ., LL= 800.05#, ecc= o.ooosin
I
'
1365.5#
977.62psf
.
i"
' I
~ ~jJ"f"'
~ .,...
SSEOMAHA ...
SSI DAllAS .(
fSE11ENVER '' ESS PORHAND
To: Ron Vasa
Date: May 19, 2006
We Transmit: Fax:
Project: Tamburello Shop
Item Date
1 3-19-06
2 3-19-06
ESE DENVER
Ena~at Scnneiuer En~ineeringl Inc.
931 San1a fe OliYe, Sulle 200
Denm, Colora~o 80204
l720JS04-l234
IU [720] 904-5678
TRANSMITTAL
Company: Premier Building Systems
JeiJirlA. Stt.n~11leJ. PL SE
Sl!pb!~ K. S!IJi]l'es. PE
l'lahii6. Er.ayat. rl S!
M1c~~P.i L S!ml1om. PLS(
------------------------
US Mail: UPS 2nd Day Air X Over Night_: _ Other:
No. Of copies Description
1 Red-lined Shop Drawings
1 Structural Calculations
If you have any questions please call me.
Thank You
Travis Smith
September 1st, 2006
Garfield County Building Department
108 8th Street
Glenwood Springs, CO 81601
Regarding: Permit number 1 0006
Tamburello Shop
0362 Panoramic Dr.
Silt CO, 81652
To whom it may concern,
The above project was originally planned to be constructed with Premier Foam Core Panels. We
have elected to change this to 2 x 6 wood Framed. Per your request this letter will be placed on
site in the plans tube and will be delivered to the Garfield County planning dept.
Greg Tamburello
COUNTY OF GARFIELD -BUILDING PERMIT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at 0 .36.:2.. ~ /9...,.
Permit No.~'~~~~~~----------------------------
I have this day inspected this structure and these
premises and found the following corrections needed:
,;~~r~~
(})~r~-~·
You are hereby notified that the above correction must be inspected
before covering.
When corrections have been made, call for inspection at 970·384·5003.
Date 1-<[-o 7 20::::;-~~=-
Building Inspector ~~
Phone (970) 945-8212
No. JQ DCC.C Assessor's Parcel No31CD .. ?kH-DD-Dl~
Date 1-19-DCo
BUILDING PERMIT CAR~ l.cS\....--\ ~ _ · ())6 JobAddrill_~ ~ mic }])r ~~ D.J-~r-o.m\Ll
Ow;;;r \~i=r;zf~:e,..ddress ~ ~ Phone#&~'Mf7
Contractor Or ). "'JO.e..f'" Address Phone # -----
Setbacks : Front Rear -----RH _____ LH _____ Zoning -----
~~f"C\_\ ~h_~p INSPECTIONS
Soils Test Weatherproofing __________ _
Footing 8 ~) -OC.. .tU:ttl._ Mechanical ____________ _
Foundation 8" -"i-Dle~ Electrical Rough (State)---------
Grout Electrical Final (State)------....,....,cr---
Underground Plumbing ~inal/-/1?-t) 7 /Checklist Completed?""fii?~--
Rough Plumb~ Certificate Occupancy # --------
Framing 11~ :2???2 Date ___________ _
Insulation Septic System# __________ _
Roofing Date -----------
Drywall ------------
Gas Piping----------
NOTES
Final ___________ _
Other ---------------
(continue on back)
'
INSP ECTION WILL NOT BE MADE UN LESS
THIS CAR D IS POSTED ON THE JOB
24 HOURS NOTICE REQV}RED FOR INSPECTIONS
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
Date Issued1.:.J.'-:~ .. Zoned Area ............................... Permit No ... /0...®.~ ...... .
AGREEMENT
In consideration of the issuance oftbis 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 ND VOID.
Use·-~!!!!i.._..!llllliWL.l .. "'-..31111!!11111!!J!.:II-!It!~~~··--r-~-------=-..-t~-
Setbacks Front Sjde Sjde Rear
This Card Must Be Posted So It is Plainly Visible From Tbe Street Until Final Inspection.
INSPECTION RECORD
Footing 'D 'd ' fit:, f.J'N\ Driveway
Foundation '3 ,S -Ob £Jrt.-Jll'lt~~
Underground Plumbing Insulation 11/M
Rough Plumbing /)/J.q Drywall JV'/A
Chimney & Vent IV fA Electric Final (b)· State Inspector) AIM
Gas Piping ~_/A Finalj-/~·07 fr««7,,, cr:" ;zr
Electric Rou e h (By State Inspector) ~ Septic Final A?"
Framing j-N>~t:r7~ Notes:~~ ~ o..
(To inc:lude Roof in place and Windows /'~ I and Doors installed).
ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING-
WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND.
THIS PERMIT IS NOT TRANSFRRABLF.
For rn-.pl'l'tilHl'-(all :u.:-4~5003 I U~ Hlh '-Ill l c' .' .1un' ood '-.pring~. C oloradu
APPROVED DO NOT DESTRO\ 1 Hl~ .. bRD
Date7'J't-CI. By~ ~
IF PLACED OUTSIDE-COVER '-'1TH CLEAR PLASTIC