HomeMy WebLinkAboutBP, CO & DOCS - 05-00185 - Legacy Flight Museum - Airplane Hangero ��EAe�R� Certificate of Occupancy
CITY OF
REXB City of Rexburg
Americas Fami Community Department of Community Development
19 E. Main St. / Rexburg, ID. 83440
Phone (208) 359 -3020 / Fax (208) 359 -3024
Building Permit No: 0500185
Applicable Edition of Code: International Building Code 2003
Site Address: 425 Kelly Johnson Way
Use and Occupancy: Legacy Flight Museum Airplane Hanger
Type of Construction: Type II, non - rated, non - combustible
Design Occupant Load: 36
Sprinkler System Required: Yes
Name and Address of Owner: Bagley John K Etux
P O Box 122
Rexburg, ID 83440
Contractor:
Special Conditions: Electrical originally permitted through the
State of Idaho.
Occupancy: Storage, aircraft hangars and helistops
This Certificate, issued pursuant to the requirements of Section 109 of the International Building
Code, certifies that, at the time time of issuance, this building or that portion of the building that
was inspected on the date listed was found to be in compliance with the requirements of the
code for the group and division of occupancy and the use for which the proposed occupancy
was classified.
Date C.O. Issued: July 07, 201 (11:03AM)
C.O Issued by:
Building Official
There shall be no further change in the existing occupancy classification of the building nor shall any structural changes,
modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and
approved said future changes.
Plumbing Inspector Fire Inspector:
Electrical Inspector: P&Z Administrator
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I Sent By: Design Intelligence, LLC; 208- 359 -0740; Oct -10 -05 9:08PM; Page 2
Des
In gn telligence, LLC
Structural Engineering
3685 W Hwy 33
Rexburg, Idaho 83440
Date: October 10, 2005
To: Val Christensen
City of Rexburg Building Department
Subject: Rexburg Air Museum
Dear Sir or Madam:
Call: (208) 359 -1461
FAX.- (208) 359 -0740
I approve the change in Construction Type from Type II -B to Type V -B.
Please call if you have any questions.
Respectfully,
Scott A Spaulding, P. .
Design Intelligent , LLC
Sent By: Design Intelligence, LLC; 208 - 359 -0740; Oct -10 -05 9:08PM; Page 2
Des
In gn telligence, LLC
Structural Engineering
3685 W Hwy 33
Rexburg, Idaho 83440
Date: October 10, 2005
To: Val Christensen
City of Rexburg Building Department
Subject: Rexburg Air Museum
Dear Sir or Madam:
Call: (208) 359 -1461
FAX.- (208) 359 -0740
i approve the change in Construction Type from Type H -B to Type V -B.
Please call if you have any questions.
Respectfully,
Scott A Spaulding, P. .
Design Intelligent , LLC
*INSPECTION TICKET 0
❑ Bldg. ❑ Plumb., Elect. ❑ Mech. ❑ Fire
r
Inspection Request: Rec'd By '° Date 2,�64ir
Req. By ,) Phone No.
Project _ ct /6cor iy Permit No. �S CiDI S�
Address
Inspection Type t
Day /Time Req. �L t;'� /.: 2 . ) F f� : t'.z' z -r`1 t
Inspector's Report ❑ Res. Comm.
INSPECTED ITEMS CONFORM TO APPROVED DWGS ❑ Y ❑ N LVf N/A
INSP TOR'S ACTION
X ZPPROVED ❑ DISAPPROVED EJ FINAL
.O. (FINAL) ❑ NOT APP (CABLE ❑ DID NOT INSPECT
ACTION REQUIRE
0
Signe Insoeeaor
Rec't Acknowledged
While • Office CORY YeNow Job Copy Pik - M"ecowY CWy
F- FIR -0003
0 INSPECTION TICKET
❑ Bldg. ❑ Plumb. ❑ Elect. ❑ Mech. Fire
Inspection Request: Rec'd By Date
Req. By Phone No.
Project �� ennit No.
Address
Inspection Type _ ,; �
Day /Time Req.
Inspector's Report ❑ Res. A Comm.
INSPECTED ITEMS CONFORM TO APPROVED DWGS
INSPECTOR'S ACTION
KAPPROVED
C.O. (FINAL)
ACTION REQUIRED:
❑ DISAPPROVED
❑ NOT APPLICABLE
❑Y El ❑N /A
O FINAL
DID NOT INSPECT
Signed —
Rec'1 Acknowlt
WhOe - Ofte Copy
F- FIR -CO03
YeNow • Job
Pink - kapedws copy
0
� J
G of COMMERCIAL NEW
R.EXBURG City of Rexburg
AWRCAS FAMq.Y COMMUNITY
Department of Community Development
19 E. Main St. / Rexburg, ID. 83440
Phone (208) 359 -3020 / Fax (208) 359 -3022
Project Information Permit # 0500185
Permit Type Commercial New Project Name Air Museum
Site Address 265 CHUCK YEAGER WAY Parcel # RPRXBCA0241201
Project Description
Air Museum
Fee Information
Project Details
Public Buildings - Type V - N
Project Valuation
* * * * * * * * * * *�
Building Permit Fee
7,196.50
Plan Check Fee
719.65
Commercial Plumbing Permit Fee
30.00
Water Meter & Parts
317.00
Hookup Fee/Water
1,334.00
Hookup Fee /Sewer
905.00
Police Impact Fee
1,479.60
Fire Impact
643.14
Mechanical Fee Based Calulation has
50.00
Total Fees Paid
$12,674.89
Print Name
Signature
Date
18,000 SQFT
Date Issued:
Issued By:
0 •
Cl - rrOF COMMERCIAL NEW
qw REXBURG City of Rexburg
AWRICA5 FAMV COMMUNITY
Department of Community Development
19 E. Main St. / Rexburg, ID. 83440
Phone (208) 359 -3020 / Fax (208) 359 -3022
Project Information
Permit # 0500185
Permit Type Commercial New
Project Name Air Museum
Site Address 265 CHUCK YEAGER WAY
Parcel # RPRXBCA0241201
Project Description
Air Museum
Names Associated with this Project
Type Name Contact
Phone # License # Exp Date
Applicant Rexburg- Madison County Airport
Owner Rexburg- Madison County Airport
Fixtures
- C- Sprinkler
- R -Hot Tub / Spa
- R- Garbage Disposal
- R -Water Softener
- R -Water Closet and/or Urinal
- R- Clothes Washing Machine
- R -Dish Washer
- R -Floor Drain
- R -Water Heater
- R -Sink (Lavatory, Kitchen, Mop or Bar Sink)
- R -Tub and/or Shower Unit
- R- Sprinkler
Print Name
Date Issued:
Signature Date
Issued By:
C Y OF REXBURG 9 PERMIT # C) 0
BUILDING PERMIT APPLICATION Please complete the entire Application!
19 E MAIN, REXBURG, ID. 83440 If the question does not apply fill in NA for non applicable
208 - 359 -3020 X322
PARCEL NUMBER: Cls1 I ( We will provide this for you)
SUBDIVISION: UNIT# BLOCK# LOT#
(Addressing is based on the information - must be accurate)
CONTACT PHONE #
PROPERTY ADDRESS: T4
PHONE #: Home ( ) S�)-J -Q(�4 Work
OWNER MAILING ADDRESS:
EMAIL
FAX
CITY:
Cell (
STATE: ZIP:
APPLICANT (If other than owner) .
(Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.)
APPLICANT INFORMATION;
STATE; ZIP
PHONE #: Home ( )
CONTRACTOR
MAILING ADDRESS:
PHONE: Home#
EMAIL
ADDRESS
Work#
FAX
How many buildings are located on this property?
Did you recently purchase this property? No Yes (If yes give owner's name)
Is this a lot split? NO YES (Please bring copy of new legal description of property)
PROPOSED USE:
(i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.)
APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: under penalty of perjury, I hereby certify that I
have read this application and state that the information herein is correct and I swear that any infonnation which may hereafter be given by me in hearings before the
Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct. I agree to comply with all City regulations and State laws
relating to the subject matter of this application and hereby authorized representatives of the City to enter upon the above - mentioned property for inspections purposes.
NOTE: The building official may revoke a permit on approval issued under the provisions of the 2000 International Code in cases of any false statement or
misrepresentation of fact in the application or on the plans on which the permit or approval was based. Permit void if not started within 180 days. Permit void if work
stops for 180 days.
Signature of Owner /Applicant DATE
Do you prefer to be contacted by fax, email or phone? Circle One
WARNING — BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE!
Plan fees are non - refundable and are paid in full at the time of application beginning January 1, 2005.
City of Rexburg's Acceptance of the plan review fee does not constitute plan approval
CITY:
FAX
Cell ( )
CITY STATE ZIP
EMAIL
Work (
Cell#
3
Affidavit of Legal Interest
State of Idaho
County of Madison
I,
Name Address
City State
Being first duly sworn upon oath, depose and say:
(If Applicant is also Owner of Record, skip to B)
A. That I am the record owner of the property described on the attached, and I grant my
permission to:
Name Address
to submit the accompanying application pertaining to that property.
B. I agree to indemnify, defend and hold Rexburg City and its employees harmless from any
claim or liability resulting from any dispute as to the statements contained herin or as to
the ownership of the property which is the subject of the application.
Dated this day of , 20
Signature
Subscribed and sworn to before me the day and year first above written.
Notary Public of Idaho
Residing at:
My commission expires:
K
"Building Permit Fees are due #e of application" "Building Permits are voidWu check does not clear"
Please complete the entire Application!
If the question does not apply fill in NA for non applicable
NAME
PROPERTY ADDRESS
SUBDIVISION
Dwelling Units:
Parcel Acres:
SETBACKS
FRONT SIDE SIDE
Permit#
BACK
Remodeling Your Building/Home ( need Estimate) $
SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building)
First Floor Area m(; X 1 L � ' c
Second floor /loft area
Third floor /loft area
Shed or Barn
Unfinished Basement area
Finished basement area
Garage area
Carport/Deck (30" above grade)Area
Water Meter Count:
Water Meter Size: * '
Required!!!
PLUMBING
Plumbing Contractor's Name:
Address
Contact Phone: ( )
Email
City
Business Phone:
Fax
FIXTURE COUNT (including roughed fixtures)
Clothes Washing Machine
Dishwasher
Floor Drain
Garbage Disposal
Hot Tub /Spa
Sinks
(Lavatories, kitchens, bar, mop)
Plumbing Estimate $
State Zip
Sprinklers
Tub /Showers
I Toilet/Urinal
Water Heater
Water Softener
(Commercial Only)
Required! Signature of Licensed Contractor License number
The City of Rexburg's permit fee schedule is the same as
Date
by the State of Idaho
Business Name:
El
Please complete the entir cOpplication! If the question does noply fill in NA for non
applicable
NAME
PROPERTY ADDRESS Permit#
SUBDIVISION
�� Required!!!
Mechanical Contractor's Name:
Address
Contact Phone: ( )
Email
Business Name:
_City State
Business Phone: ( )
Fax
Zip
Mechanical Estimate $ (Commercial/Multi Family Only)
FIXTURES & APPLL4NCES COUNT (Single Family Dwelling Only)
Furnace
Exhaust or Vent Ducts
Furnace /Air Conditioner Combo
Dryer Vents
Heat Pump
Range Hood Vents
Air Conditioner
Cook Stove Vents
Evaporative Cooler
Bath Fan Vents
Unit Heater
other similar vents & ducts:
Space Heater
Decorative gas -fired appliance
Incinerator System
Boiler
Pool Heater
Similar fixtures or Appliances
Fuel Gas Pipe Outlets including stubbed in or future outlets
Inlet Pressure (Meter Supply) PSI
Heat (Circle all that apply) Gas Oil Coal Fireplace Electric
Mechanical Sizing Calculations must be submitted with Plans & Application
Point of Delivery must be shown on plans.
Signature of Licensed Contractor
Required!
The
License number
's permit fee schedule is the same as
Date
by the State of Idaho
MECHANICAL
5
0
APPLICATION: "CONSTRUCTION PERMIT"
CONSTRUCTION PERMIT #:
0
PERMIT APPROVED: YES/ NO $50.00 FEE PAID: YES/NO
- APPLICANT INFORMATION:
BUSINESS NAME:
OFFICE ADDRESS:
APPROVED BY:
city
OFFICE PHONE NUMBER:
CONTACT PERSON:
State
Zip
CELL PHONE # ( )
- LOCATION OF WORK TO BE DONE:
STREET ADDRESS WHERE WORK WILL BE DONE:
BUSINESS NAME WHERE WORK WILL BE DONE:
DATES FOR WORK TO BE DONE:
CONTACT PERSON:
PHONE NUMBER: ( )
TO
CELL #
PLEASE CHECK THE TYPE OF PERMIT(S) YOU ARE APPLYING FOR:
❑ AUTOMATIC FIRE - EXTINGUISHING SYSTEMS
❑ COMPRESSED GASES
❑ FIRE ALARM AND DETECTION SYSTEMS AND RELATED EQUIPMENT
❑ FIRE PUMPS AND RELATED EQUIPMENT
❑ FLAMMABLE AND COMMBUSTIBLE LIQUIDS
❑ HAZARDOUS MATERIALS
❑ INDUSTRIAL OVENS
❑ LP -GAS
❑ PRIVATE FIRE HYDRANTS
❑ SPRAYING OR DIPPING
❑ STANDPIPE SYSTEMS
❑ TEMPORARY MEMBRANE STRUCTURES, TENTS, AND CANOPIES
APPLICANTS SIGNATURE DATE
tr t.
Design Intelligence, LLC
Engineering Calculations Summary
Date: June 15, 2005
Subject: Rexburg Air Museum, Rexburg, Madison County, Idaho
Customer: Teton West Construction
The customer provided anchor bolt drawings of the building. This analysis uses the Design Loads provided by
the steel building manufacturer. The 2003 International Building Code is the basis for the calculations.
Materials:
Concrete: 3000 psi @ 28 days
Reinforcing Steel - fy = 60,000 psi
Assumptions:
International Building Code 2003
Design Loads:
All foundation loads taken from Manufacturer's foundation reactions provided by Teton West Construction Dated 5/26/05
References:
2003 International Building Code
Customer Anchor Bolt Drawings
Summary:
All footing sizes and reinforcing are noted on the drawings
These calculations and included details are for
this location and customer only and not to be
reused in any manner without the written
consent of Design Intelligence.
Designed B t: &ottf S auldin P.E.
Checked By:
Date:
Date:
U
Spread Footing A*a.lysis
Footing Description
AK UPLIFT
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
1.75 ft.
X Dir
Y Dir.
Z Dir.
12.00 in.
12.00 in.
2.00 ft.
Soil Data
0.00 in. sqrd
Minimum Reinforcing Required =
Weight
Allowable Bearing Capacity
110.00 pcf
1,500.00
psf
Loads - Kips
X Dir.
Y Dir.
Z Dir.
0.00
0.00
-7.60
Results
Footine Dimensions
X Dir.
Y Dir.
Z Dir.
4.50 ft.
4.50 ft.
12.00 in.
Maximum Bearing Pressure =
-1.00 psf
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 12.92 kips
Ultimate Shear Load Vu = 10.97 kips
Ultimate Shear Capacity Vc = 140.78 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 257.04 kips
Ultimate Load Pu = 12.92 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
1.75 ft.
Ultimate Moment =
-0.01 kip -ft
Rn =
-0.02 psi
Maximum Reinforcing Allowed =
7.79 in. sqrd
Actual Reinforcing Required =
0.00 in. sqrd
Minimum Reinforcing Required =
0.97 in. sqrd
Ultimate Moment Capacity =
39.37 kip -ft OK
Minimum Bearing Pressure = -1.00 psf
Spread Footing A*alysis
Footiing Description
AK VERTICAL
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
12.00 in. 12.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kips
X Dir. Y Dir. Z Dir.
0.00 0.00 3.58
Results
Footiniz Dimensions
X Dir. Y Dir. Z Dir.
4.50 ft. 4.50 ft. 12.00 in.
Maximum Bearing Pressure = 550.00 psf
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 6.09 kips
Ultimate Shear Load Vu = 5.17 kips
Ultimate Shear Capacity Vc = 140.78 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 257.04 kips
Ultimate Load Pu = 6.09 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
1.75 ft.
Ultimate Moment =
3.79 kip -ft
Rn =
11.55 psi
Maximum Reinforcing Allowed =
7.79 in. sqrd
Actual Reinforcing Required =
0.12 in. sqrd
Minimum Reinforcing Required =
0.97 in. sqrd
Ultimate Moment Capacity =
39.26 kip -ft OK
Minimum Bearing Pressure = 550.00 psf
Spread Footing A&lysis
Footing Description
AE UPLIFT
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
3.25 ft.
X Dir
Y Dir.
Z Dir.
12.00 in.
12.00 in.
2.00 ft.
Soil Data
0.01 in. sqrd
Minimum Reinforcing Required =
Weight
Allowable Bearing Capacity
110.00 pcf
1,500.00
psf
Loads - Kips
X Dir.
Y Dir.
Z Dir.
0.00
0.00
-20.30
Results
Footing Dimensions
X Dir.
Y Dir.
Z Dir.
7.50 ft.
7.50 ft.
12.00 in.
Maximum Bearing Pressure =
10.00 psf
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 34.51 kips
Ultimate Shear Load Vu = 32.63 kips
Ultimate Shear Capacity Vc = 140.78 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 257.04 kips
Ultimate Load Pu = 34.51 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
3.25 ft.
Ultimate Moment =
0.40 kip -ft
Rn =
0.72 psi
Maximum Reinforcing Allowed =
12.99 in. sqrd
Actual Reinforcing Required =
0.01 in. sqrd
Minimum Reinforcing Required =
1.62 in. sqrd
Ultimate Moment Capacity =
65.60 kip -ft OK
Minimum Bearing Pressure = 10.00 psf
Spread Footing A - .alysis
Footing Description
AE VERTICAL
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
12.00 in. 12.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kips
X Dir. Y Dir. Z Dir.
0.00 0.00 49.67
Results
FootinE Dimensions
X Dir. Y Dir. Z Dir.
7.50 ft. 7.50 ft. 12.00 in.
Maximum Bearing Pressure = 1,254.00 psf
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
3.25 ft.
Ultimate Load Pu =
84.44 kips
Ultimate Shear Load Vu =
79.84 kips
Ultimate Shear Capacity Vc =
140.78 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 257.04 kips
Ultimate Load Pu = 84.44 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
3.25 ft.
Ultimate Moment =
49.67 kip -ft
Rn =
90.85 psi
Maximum Reinforcing Allowed =
12.99 in. sqrd
Actual Reinforcing Required =
1.51 in. sqrd
Minimum Reinforcing Required=
1.62 in. sqrd
Ultimate Moment Capacity =
64.17 kip -ft OK
Minimum Bearing Pressure = 1,254.00 psf
Spread Footing AWlysis
Footing Description
1E VERTICAL
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
12.00 in. 12.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kips
X Dir. Y Dir. Z Dir.
0.00 0.00 49.67
Results
Footing Dimensions
X Dir. Y Dir. Z Dir.
7.00 ft. 7.00 ft. 12.00 in.
Maximum Bearing Pressure = 1,385.00 psf
9
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 84.44 kips
Ultimate Shear Load Vu = 79.16 kips
Ultimate Shear Capacity Vc = 140.78 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 257.04 kips
Ultimate Load Pu = 84.44 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal
Ultimate Moment =
Rn =
Maximum Reinforcing Allowed
Actual Reinforcing Required
Minimum Reinforcing Required
Ultimate Moment Capacity =
3.00 ft.
43.63 kip -ft
85.49 psi
12.12 in. sqrd
1.33 in. sqrd
1.51 in. sqrd
59.97 kip -ft OK
Minimum Bearing Pressure = 1,385.00 psf
Spread Footing A*alysis
Footik Description
1E UPLIFT
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
3.00 ft.
X Dir
Y Dir.
Z Dir.
12.00 in.
12.00 in.
2.00 ft.
Soil Data
0.00 in. sqrd
Minimum Reinforcing Required =
Weight
Allowable Bearing Capacity
110.00 pcf
1,500.00
psf
Loads - Kips
X Dir.
Y Dir.
Z Dir.
0.00
0.00
-18.13
Results
Footing Dimensions
X Dir. Y Dir. Z Dir.
7.00 ft. 7.00 ft. 12.00 in.
Maximum Bearing Pressure = 1.00 psf
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, F y= 60,000 psi
Check Shear
Ultimate Load Pu = 30.82 kips
Ultimate Shear Load Vu = 28.89 kips
Ultimate Shear Capacity Vc = 140.78 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 257.04 kips
Ultimate Load Pu= 30.82 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
3.00 ft.
Ultimate Moment =
0.03 kip -ft
Rn =
0.06 psi
Maximum Reinforcing Allowed =
12.12 in. sqrd
Actual Reinforcing Required =
0.00 in. sqrd
Minimum Reinforcing Required =
1.51 in. sqrd
Ultimate Moment Capacity =
61.24 kip -ft OK
Minimum Bearing Pressure = 1.00 psf
Spread Footing A*alysis
Footing Description
1A UPLIFT
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
12.00 in. 12.00 in. 2.00 ft.
Soil Data
Weight
Allowable Bearing Capacity
110.00 pcf
1,500.00 psf
Loads - Kips
0.00 psi
X Dir.
Y Dir. Z Dir.
0.00
0.00 -7.59
Results
Footing Dimensions
X Dir. Y Dir. Z Dir.
4.50 ft. 4.50 ft. 12.00 in.
Maximum Bearing Pressure = 0.00 psf
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 12.90 kips
Ultimate Shear Load Vu = 10.95 kips
Ultimate Shear Capacity Vc = 140.78 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 257.04 kips
Ultimate Load Pu = 12.90 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
1.75 ft.
Ultimate Moment =
0.00 kip -ft
Rn =
0.00 psi
Maximum Reinforcing Allowed =
7.79 in. sqrd
Actual Reinforcing Required =
0.00 in. sqrd
Minimum Reinforcing Required =
0.97 in. sqrd
Ultimate Moment Capacity =
39.37 kip -ft OK
Minimum Bearing Pressure = 0.00 psf
Spread Footing A*alysis
F'ootiilig Description
IA VERTICAL
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
1.75 ft.
X Dir
Y Dir.
Z Dir.
12.00 in.
12.00 in.
2.00 ft.
Soil Data
0.13 in. sqrd
Minimum Reinforcing Required =
Weight
Allowable Bearing Capacity
110.00 pcf
1,500.00
psf
Loads - Kips
X Dir.
Y Dir.
Z Dir.
0.00
0.00
4.71
Results
Footine Dimensions
X Dir. Y Dir. Z Dir.
4.50 ft. 4.50 ft. 12.00 in.
Maximum Bearing Pressure = 606.00 psf
•
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy=60,000 psi
Check Shear
Ultimate Load Pu = 8.01 kips
Ultimate Shear Load Vu = 6.80 kips
Ultimate Shear Capacity Vc = 140.78 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 257.04 kips
Ultimate Load Pu = 8.01 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
1.75 ft.
Ultimate Moment =
4.18 kip -ft
Rn =
12.73 psi
Maximum Reinforcing Allowed =
7.79 in. sqrd
Actual Reinforcing Required =
0.13 in. sqrd
Minimum Reinforcing Required =
0.97 in. sqrd
Ultimate Moment Capacity =
39.24 kip -ft OK
Minimum Bearing Pressure = 606.00 psf
Spread Footing A*lysis
Footing Description
2AK UPLIFT
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
3.50 ft.
X Dir
Y Dir.
Z Dir.
18.00 in.
18.00 in.
2.00 ft.
Soil Data
0.04 in. sqrd
Minimum Reinforcing Required=
Weight
Allowable Bearing
Capacity
110.00 pcf
1,500.00
psf
Loads - Kips
X Dir.
Y Dir.
Z Dir.
0.00
0.00
-25.04
Results
Footing Dimensions
X Dir. Y Dir. Z Dir.
8.50 ft. 8.50 ft. 12.00 in.
Maximum Bearing Pressure = 25.00 psf
0
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 42.57 kips
Ultimate Shear Load Vu = 39.59 kips
Ultimate Shear Capacity Vc = 181.00 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 578.34 kips
Ultimate Load Pu = 42.57 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
3.50 ft.
Ultimate Moment =
1.30 kip -ft
Rn =
2.10 psi
Maximum Reinforcing Allowed =
14.72 in. sqrd
Actual Reinforcing Required =
0.04 in. sqrd
Minimum Reinforcing Required=
1.84 in. sqrd
Ultimate Moment Capacity =
74.32 kip -ft OK
Minimum Bearing Pressure = 25.00 psf
Spread Footing A*lysis
Footing Description
2AK VERTICAL
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
18.00 in. 18.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kips
X Dir. Y Dir. Z Dir.
0.00 0.00 76.06
Results
Footing Dimensions
X Dir. Y Dir. Z Dir.
8.50 ft. 8.50 ft. 12.00 in.
Maximum Bearing Pressure = 1,425.00 psf
0
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 129.30 kips
Ultimate Shear Load Vu = 120.24 kips
Ultimate Shear Capacity Vc = 181.00 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 578.34 kips
Ultimate Load Pu = 129.30 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
3.50 ft.
Ultimate Moment =
74.19 kip -ft
Rn =
119.73 psi
Maximum Reinforcing Allowed =
14.72 in. sqrd
Actual Reinforcing Required =
2.26 in. sqrd
Minimum Reinforcing Required =
1.84 in. sqrd
Ultimate Moment Capacity =
88.79 kip -ft OK
Minimum Bearing Pressure = 1,425.00 psf
Spread Footing A*alysis
Footing Description
2A UPLIFT
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
3.50 ft.
X Dir
Y Dir.
Z Dir.
18.00 in.
18.00 in.
2.00 ft.
Soil Data
0.04 in. sqrd
Minimum Reinforcing Required =
Weight
Allowable Bearing Capacity
110.00 pcf
1,500.00
psf
Loads - Kips
X Dir.
Y Dir.
Z Dir.
0.00
0.00
-25.05
Results
Footing Dimensions
X Dir. Y Dir. Z Dir.
8.50 ft. 8.50 ft. 12.00 in.
Maximum Bearing Pressure = 25.00 psf
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 42.59 kips
Ultimate Shear Load Vu = 39.60 kips
Ultimate Shear Capacity Vc = 181.00 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 578.34 kips
Ultimate Load Pu = 42.59 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
3.50 ft.
Ultimate Moment =
1.30 kip -ft
Rn =
2.10 psi
Maximum Reinforcing Allowed =
14.72 in. sqrd
Actual Reinforcing Required =
0.04 in. sqrd
Minimum Reinforcing Required =
1.84 in. sqrd
Ultimate Moment Capacity =
74.32 kip -ft OK
Minimum Bearing Pressure = 25.00 psf
Spread Footing A- aalysis
Footling Description
2A VERTICAL
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
18.00 in. 18.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kips
X Dir. Y Dir. Z Dir.
0.00 0.00 76.07
Results
Footing Dimensions
X Dir. Y Dir. Z Dir.
8.50 ft. 8.50 ft. 12.00 in.
Maximum Bearing Pressure = 1,425.00 psf
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 129.32 kips
Ultimate Shear Load Vu = 120.26 kips
Ultimate Shear Capacity Vc = 181.00 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 578.34 kips
Ultimate Load Pu = 129.32 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
3.50 ft.
Ultimate Moment =
74.19 kip -ft
Rn =
119.73 psi
Maximum Reinforcing Allowed =
14.72 in. sqrd
Actual Reinforcing Required =
2.26 in. sqrd
Minimum Reinforcing Required =
1.84 in. sqrd
Ultimate Moment Capacity =
88.79 kip -ft OK
Minimum Bearing Pressure = 1,425.00 psf
Spread Footing A&lysis
Footing Description
3AK UPLIFT
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
18.00 in. 18.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kips
X Dir. Y Dir. Z Dir.
0.00 0.00 -15.60
Results
Footiniz Dimensions
X Dir. Y Dir. Z Dir.
8.50 ft. 8.50 ft. 12.00 in.
Maximum Bearing Pressure = 156.00 psf
•
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 26.52 kips
Ultimate Shear Load Vu = 24.66 kips
Ultimate Shear Capacity Vc = 181.00 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 578.34 kips
Ultimate Load Pu = 26.52 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
3.50 ft.
Ultimate Moment =
8.12 kip -ft
Rn =
13.11 psi
Maximum Reinforcing Allowed =
14.72 in. sqrd
Actual Reinforcing Required =
0.25 in. sqrd
Minimum Reinforcing Required =
1.84 in. sqrd
Ultimate Moment Capacity =
74.12 kip -ft OK
Minimum Bearing Pressure = 156.00 psf
Spread Footing Analysis
Footing Description
3AK VERTICAL
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
18.00 in. 18.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kips
X Dir. Y Dir. Z Dir.
0.00 0.00 76.75
Results
Footinz Dimensions
X Dir. Y Dir. Z Dir.
8.50 ft. 8.50 ft. 12.00 in.
Maximum Bearing Pressure = 1,434.00 psf
•
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 130.48 kips
Ultimate Shear Load Vu = 121.33 kips
Ultimate Shear Capacity Vc = 181.00 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 578.34 kips
Ultimate Load Pu = 130.48 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
3.50 ft.
Ultimate Moment =
74.66 kip -ft
Rn =
120.48 psi
Maximum Reinforcing Allowed =
14.72 in. sqrd
Actual Reinforcing Required =
2.27 in. sqrd
Minimum Reinforcing Required =
1.84 in. sqrd
Ultimate Moment Capacity =
89.34 kip -ft OK
Minimum Bearing Pressure = 1,434.00 psf
Spread Footing A*lysis
Fboting Description
3A UPLIFT
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
18.00 in. 18.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kips
X Dir. Y Dir. Z Dir.
0.00 0.00 -15.60
Results
Footing Dimensions
X Dir. Y Dir. Z Dir.
8.50 ft. 8.50 ft. 12.00 in.
Maximum Bearing Pressure = 156.00 psf
C
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
3.50 ft.
Ultimate Load Pu =
26.52 kips
Ultimate Shear Load Vu =
24.66 kips
Ultimate Shear Capacity Vc =
181.00 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 578.34 kips
Ultimate Load Pu = 26.52 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
3.50 ft.
Ultimate Moment =
8.12 kip -ft
Rn =
13.11 psi
Maximum Reinforcing Allowed =
14.72 in. sqrd
Actual Reinforcing Required =
0.25 in. sqrd
Minimum Reinforcing Required =
1.84 in. sqrd
Ultimate Moment Capacity =
74.12 kip -ft OK
Minimum Bearing Pressure = 156.00 psf
Spread Footing �Oalysis
Footing Description
3A VERTICAL
Elevations
3.50 ft.
Top of Pedestal 100.00
ft.
Bottom of Footing 97.00
ft.
Pedestal Dimenstions
14.72 in. sqrd
X Dir Y Dir.
Z Dir.
18.00 in. 18.00 in.
2.00 ft.
Soil Data
89.34 kip -ft OK
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00
psf
Loads - Kips
X Dir. Y Dir.
Z Dir.
0.00 0.00
76.71
Results
Footing Dimensions
X Dir. Y Dir.
Z Dir.
8.50 ft. 8.50 ft.
12.00 in.
Maximum Bearing Pressure =
1,434.00 psf
Minimum Bearing Pressure =
1,434.00 psf
•
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 130.41 kips
Ultimate Shear Load Vu = 121.27 kips
Ultimate Shear Capacity Vc = 181.00 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 578.34 kips
Ultimate Load Pu = 130.41 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
3.50 ft.
Ultimate Moment =
74.66 kip -ft
Rn =
120.48 psi
Maximum Reinforcing Allowed =
14.72 in. sqrd
Actual Reinforcing Required =
2.27 in. sqrd
Minimum Reinforcing Required =
1.84 in. sqrd
Ultimate Moment Capacity =
89.34 kip -ft OK
Spread Footing A&Iysis
Footing Description
4AK UPLIFT
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
3.50 ft.
X Dir
Y Dir.
Z Dir.
18.00 in.
18.00 in.
2.00 ft.
Soil Data
0.14 in. sqrd
Minimum Reinforcing Required =
Weight
Allowable Bearing
Capacity
110.00 pcf
1,500.00
psf
Loads - Kips
X Dir.
Y Dir.
Z Dir.
0.00
0.00
-20.59
Results
Footing Dimensions
X Dir.
Y Dir.
Z Dir.
8.50 ft.
8.50 ft.
12.00 in.
Maximum Bearing Pressure =
87.00 psf
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 35.00 kips
Ultimate Shear Load Vu = 32.55 kips
Ultimate Shear Capacity Vc = 181.00 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 578.34 kips
Ultimate Load Pu = 35.00 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
3.50 ft.
Ultimate Moment =
4.53 kip -ft
Rn =
7.31 psi
Maximum Reinforcing Allowed =
14.72 in. sqrd
Actual Reinforcing Required =
0.14 in. sqrd
Minimum Reinforcing Required =
1.84 in. sqrd
Ultimate Moment Capacity =
74.23 kip -ft OK
Minimum Bearing Pressure = 87.00 psf
Spread Footing A*alysis
Footing Description
4AK VERTICAL
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
18.00 in. 18.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kips
X Dir. Y Dir. Z Dir.
0.00 0.00 76.75
Results
FootinE Dimensions
X Dir. Y Dir. Z Dir.
8.50 ft. 8.50 ft. 12.00 in.
Maximum Bearing Pressure = 1,434.00 psf
•
Concrete. Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 130.48 kips
Ultimate Shear Load Vu = 121.33 kips
Ultimate Shear Capacity Vc = 181.00 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 578.34 kips
Ultimate Load Pu = 130.48 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
3.50 ft.
Ultimate Moment =
74.66 kip -ft
Rn =
120.48 psi
Maximum Reinforcing Allowed =
14.72 in. sqrd
Actual Reinforcing Required =
2.27 in. sqrd
Minimum Reinforcing Required =
1.84 in. sqrd
Ultimate Moment Capacity =
89.34 kip -ft OK
Minimum Bearing Pressure = 1,434.00 psf
Spread Footing A &lysis
Footing Description
4A UPLIFT
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
3.50 ft.
X Dir
Y Dir.
Z Dir.
18.00 in.
18.00 in.
2.00 ft.
Soil Data
0.14 in. sqrd
Minimum Reinforcing Required =
Weight
Allowable Bearing
Capacity
110.00 pcf
1,500.00
psf
Loads - Kips
X Dir.
Y Dir.
Z Dir.
0.00
0.00
-20.63
Results
Footing Dimensions
X Dir.
Y Dir.
Z Dir.
8.50 ft.
8.50 ft.
12.00 in.
Maximum Bearing Pressure =
86.00 psf
•
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 35.07 kips
Ultimate Shear Load Vu = 32.61 kips
Ultimate Shear Capacity Vc = 181.00 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 578.34 kips
Ultimate Load Pu = 35.07 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
3.50 ft.
Ultimate Moment =
4.48 kip -ft
Rn =
7.23 psi
Maximum Reinforcing Allowed =
14.72 in. sqrd
Actual Reinforcing Required =
0.14 in. sqrd
Minimum Reinforcing Required =
1.84 in. sqrd
Ultimate Moment Capacity =
74.23 kip -ft OK
Minimum Bearing Pressure= 86.00 psf
Spread Footing ,Valysis
Footing Description
4A VERTICAL
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
18.00 in. 18.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kigs
X Dir. Y Dir. Z Dir.
0.00 0.00 76.71
Results
Footine Dimensions
X Dir. Y Dir. Z Dir.
8.50 ft. 8.50 ft. 12.00 in.
Maximum Bearing Pressure = 1,434.00 psf
•
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu =
130.41 kips
Ultimate Shear Load Vu =
121.27 kips
Ultimate Shear Capacity Vc =
181.00 kips OK
Check Load Transfer From
Pedestal to Footing
Allowable Concrete Bearing Load = 578.34 kips
Ultimate Load Pa = 130.41 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal
Ultimate Moment =
Rn =
Maximum Reinforcing Allowed
Actual Reinforcing Required
Minimum Reinforcing Required
Ultimate Moment Capacity =
3.50 ft.
74.66 kip -ft
120.48 psi
14.72 in. sqrd
2.27 in. sqrd
1.84 in. sqrd
89.34 kip -ft OK
Minimum Bearing Pressure = 1,434.00 psf
Spread Footing A"alysis
Footing Description
5AK UPLIFT
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
3.25 ft.
X Dir
Y Dir.
Z Dir.
18.00 in.
18.00 in.
2.00 ft.
Soil Data
0.05 in. sqrd
Minimum Reinforcing Required =
Weight
Allowable Bearing
Capacity
110.00 pcf
1,500.00
psf
Loads - Kips
X Dir.
Y Dir.
Z Dir.
I
0.00
0.00
-21.40
Results
Footiniz Dimensions
X Dir. Y Dir. Z Dir.
8.00 ft. 8.00 ft. 12.00 in.
Maximum Bearing Pressure = 38.00 psf
Ashk
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy=60,000 psi
Check Shear
Ultimate Load Pu = 36.38 kips
Ultimate Shear Load Vu = 33.50 kips
Ultimate Shear Capacity Vc = 181.00 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 578.34 kips
Ultimate Load Pu = 36.38 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
3.25 ft.
Ultimate Moment =
1.61 kip -ft
Rn =
2.75 psi
Maximum Reinforcing Allowed =
13.85 in. sqrd
Actual Reinforcing Required =
0.05 in. sqrd
Minimum Reinforcing Required =
1.73 in. sqrd
Ultimate Moment Capacity =
69.94 kip -ft OK
Minimum Bearing Pressure = 38.00 psf
Spread Footing A&lysis
Footing Description
5AK VERTICAL
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
18.00 in. 18.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kips
X Dir. Y Dir. Z Dir.
0.00 0.00 63.53
Results
Footine Dimensions
X Dir. Y Dir. Z Dir.
8.00 ft. 8.00 ft. 12.00 in.
Maximum Bearing Pressure = 1,365.00 psf
0
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 108.00 kips
Ultimate Shear Load Vu = 99.46 kips
Ultimate Shear Capacity Vc = 181.00 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 578.34 kips
Ultimate Load Pu = 108.00 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
Ultimate Moment =
Rn =
Maximum Reinforcing Allowed =
Actual Reinforcing Required =
Minimum Reinforcing Required =
Ultimate Moment Capacity =
3.25 ft.
57.67 kip -ft
98.89 psi
13.85 in. sqrd
1.76 in. sqrd
1.73 in. sqrd
69.38 kip -ft OK
Minimum Bearing Pressure = 1,365.00 psf
Spread Footing A*alysis
Footing Description
5G UPLIFT
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
18.00 in. 18.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads -1ups
X Dir. Y Dir. Z Dir.
0.00 0.00 -19.63
Results
Footina Dimensions
X Dir. Y Dir. Z Dir.
8.50 ft. 8.50 ft. 12.00 in.
Maximum Bearing Pressure = 100.00 psf
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 33.37 kips
Ultimate Shear Load Vu = 31.03 kips
Ultimate Shear Capacity Vc = 181.00 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 578.34 kips
Ultimate Load Pu= 33.37 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal
Ultimate Moment =
Rn =
Maximum Reinforcing Allowed
Actual Reinforcing Required
Minimum Reinforcing Required
Ultimate Moment Capacity =
3.50 ft.
5.21 kip -ft
8.40 psi
14.72 in. sqrd
0.16 in. sqrd
1.84 in. sqrd
74.21 kip -ft OK
Minimum Bearing Pressure = 100.00 psf
Spread Footing Af.lysis
F'ootin, Description
5G VERTICAL
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
3.50 ft.
X Dir
Y Dir.
Z Dir.
18.00 in.
18.00 in.
2.00 ft.
Soil Data
2.37 in. sqrd
Minimum Reinforcing Required =
Weight
Allowable Bearing
Capacity
110.00 pcf
1,500.00
psf
Loads - Kips
X Dir.
Y Dir.
Z Dir.
0.00
0.00
81.40
Results
Footing Dimensions
X Dir. Y Dir. Z Dir.
8.50 ft. 8.50 ft. 12.00 in.
Maximum Bearing Pressure = 1,499.00 psf
0
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu= 138.38 kips
Ultimate Shear Load Vu = 128.68 kips
Ultimate Shear Capacity Vc = 181.00 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 578.34 kips
Ultimate Load Pu= 138.38 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
3.50 ft.
Ultimate Moment =
78.04 kip -ft
Rn =
125.94 psi
Maximum Reinforcing Allowed =
14.72 in. sqrd
Actual Reinforcing Required =
2.37 in. sqrd
Minimum Reinforcing Required =
1.84 in. sqrd
Ultimate Moment Capacity =
93.26 kip -ft OK
Minimum Bearing Pressure = 1,499.00 psf
Spread Footing Alalysis
sooting Description
5A UPLIFT
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
12.00 in. 12.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kips
X Dir. Y Dir. Z Dir.
0.00 0.00 -11.02
Results
Footing Dimensions
X Dir. Y Dir. Z Dir.
5.50 ft. 5.50 ft. 12.00 in.
Maximum Bearing Pressure = 8.00 psf
•
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 18.73 kips
Ultimate Shear Load Vu = 16.84 kips
Ultimate Shear Capacity Vc = 140.78 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load= 257.04 kips
Ultimate Load Pu = 18.73 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
Ultimate Moment =
Rn =
Maximum Reinforcing Allowed =
Actual Reinforcing Required =
Minimum Reinforcing Required =
Ultimate Moment Capacity =
2.25 ft.
0.11 kip -ft
0.28 psi
9.52 in. sqrd
0.00 in. sqrd
1.19 in. sqrd
48.11 kip -ft OK
Minimum Bearing Pressure = 8.00 psf
Spread Footing A*alysis
Footing Description
5A VERTICAL
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
12.00 in. 12.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kips
X Dir. Y Dir. Z Dir.
0.00 0.00 16.79
Results
Footing Dimensions
X Dir. Y Dir. Z Dir.
5.50 ft. 5.50 ft. 12.00 in.
Maximum Bearing Pressure = 927.00 psf
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 28.54 kips
Ultimate Shear Load Vu = 25.65 kips
Ultimate Shear Capacity Vc = 140.78 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 257.04 kips
Ultimate Load Pu = 28.54 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
2.25 ft.
Ultimate Moment =
12.91 kip -ft
Rn =
32.19 psi
Maximum Reinforcing Allowed =
9.52 in. sqrd
Actual Reinforcing Required =
0.39 in. sqrd
Minimum Reinforcing Required =
1.19 in. sqrd
Ultimate Moment Capacity =
47.74 kip -ft OK
Minimum Bearing Pressure = 927.00 psf
Spread Footing A&alysis
Footing Description
6AK UPLIFT
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
12.00 in. 12.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kips
X Dir. Y Dir. Z Dir.
0.00 0.00 -14.58
Results
Footing Dimensions
X Dir. Y Dir. Z Dir.
8.00 ft. 8.00 ft. 12.00 in.
Maximum Bearing Pressure = 143.00 psf
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 24.79 kips
Ultimate Shear Load Vu = 23.60 kips
Ultimate Shear Capacity Vc = 140.78 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 257.04 kips
Ultimate Load Pu = 24.79 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal
Ultimate Moment =
Rn =
Maximum Reinforcing Allowed
Actual Reinforcing Required
Minimum Reinforcing Required
Ultimate Moment Capacity =
3.50 ft.
7.01 kip -ft
12.01 psi
13.85 in.sgrd
0.21 in. sgrd
1.73 in. sqrd
69.78 kip -ft OK
Minimum Bearing Pressure = 143.00 psf
Spread Footing ASa.lysis
Footing Description
6AK VERTICAL
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
12.00 in. 12.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kips
X Dir. Y Dir. Z Dir.
0.00 0.00 64.63
Results
Footing Dimensions
X Dir. Y Dir. Z Dir.
8.00 ft. 8.00 ft. 12.00 in.
Maximum Bearing Pressure = 1,381.00 psf
Minimum Bearing Pressure = 1,381.00 psf
Check Shear
Ultimate Load Pu = 109.87 kips
Ultimate Shear Load Vu = 104.61 kips
Ultimate Shear Capacity Vc = 140.78 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 257.04 kips
Ultimate Load Pu = 109.87 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
3.50 ft.
Ultimate Moment =
67.67 kip -ft
Rn =
116.03 psi
Maximum Reinforcing Allowed =
13.85 in. sqrd
Actual Reinforcing Required =
2.06 in. sqrd
Minimum Reinforcing Required =
1.73 in. sqrd
Ultimate Moment Capacity =
81.06 kip -ft OK
11
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Spread Footing Atalysis
Footing Description
6G UPLIFT
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
18.00 in. 18.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kips
X Dir. Y Dir. Z Dir.
0.00 0.00 -19.45
Results
FootinE Dimensions
X Dir. Y Dir. Z Dir.
8.75 ft. 8.75 ft. 12.00 in.
Maximum Bearing Pressure = 118.00 psf
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 33.07 kips
Ultimate Shear Load Vu = 30.88 kips
Ultimate Shear Capacity Vc = 181.00 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 578.34 kips
Ultimate Load Pu = 33.07 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
3.63 ft.
Ultimate Moment =
6.78 kip -ft
Rn =
10.64 psi
Maximum Reinforcing Allowed =
15.15 in. sqrd
Actual Reinforcing Required =
0.21 in. sqrd
Minimum Reinforcing Required =
1.89 in. sqrd
Ultimate Moment Capacity =
76.35 kip -ft OK
Minimum Bearing Pressure = 118.00 psf
Spread Footing Aealysis
Mooting Description
6A UPLIFT
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
12.00 in. 12.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kips
X Dir. Y Dir. Z Dir.
0.00 0.00 -3.48
Results
Footing Dimensions
X Dir. Y Dir. Z Dir.
3.50 ft. 3.50 ft. 12.00 in.
Maximum Bearing Pressure = 92.00 psf
L]
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 5.92 kips
Ultimate Shear Load Vu = 4.44 kips
Ultimate Shear Capacity Vc = 140.78 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 257.04 kips
Ultimate Load Pu = 5.92 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal
Ultimate Moment =
Rn =
Maximum Reinforcing Allowed
Actual Reinforcing Required
Minimum Reinforcing Required
Ultimate Moment Capacity =
1.25 ft.
0.25 kip -ft
0.99 psi
6.06 in. sqrd
0.01 in. sqrd
0.76 in. sqrd
30.61 kip -ft OK
Minimum Bearing Pressure = 92.00 psf
Spread Footing A _lalysis
Footing Description
7AK UPLIFT
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
12.00 in. 12.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kips
X Dir. Y Dir. Z Dir.
0.00 0.00 -4.08
Results
Footine Dimensions
X Dir. Y Dir. Z Dir.
3.50 ft. 3.50 ft. 12.00 in.
Maximum Bearing Pressure = 43.00 psf
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 6.94 kips
Ultimate Shear Load Vu = 5.20 kips
Ultimate Shear Capacity Vc = 140.78 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 257.04 kips
Ultimate Load Pu = 6.94 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
1.25 ft.
Ultimate Moment =
0.12 kip -ft
Rn =
0.46 psi
Maximum Reinforcing Allowed =
6.06 in. sqrd
Actual Reinforcing Required =
0.00 in. sqrd
Minimum Reinforcing Required =
0.76 in. sqrd
Ultimate Moment Capacity =
30.61 kip -ft OK
Minimum Bearing Pressure = 43.00 psf
Spread Footing Analysis
Footing Description
7AB UPLIFT
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
12.00 in. 12.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kips
X Dir. Y Dir. Z Dir.
0.00 0.00 -7.59
I Results
Footing Dimensions
X Dir. Y Dir. Z Dir.
7.00 ft. 7.00 ft. 12.00 in.
Maximum Bearing Pressure = 216.00 psf
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
3.00 ft.
Ultimate Load Pu =
12.90 kips
Ultimate Shear Load Vu =
12.10 kips
Ultimate Shear Capacity Vc =
140.78 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 257.04 kips
Ultimate Load Pu = 12.90 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
3.00 ft.
Ultimate Moment =
6.80 kip -ft
Rn =
13.33 psi
Maximum Reinforcing Allowed =
12.12 in. sqrd
Actual Reinforcing Required =
0.21 in. sqrd
Minimum Reinforcing Required =
1.51 in. sqrd
Ultimate Moment Capacity =
61.04 kip -ft OK
Minimum Bearing Pressure = 216.00 psf
Spread Footing t*alysis
Footing Description
6G VERTICAL
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
18.00 in. 18.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kips
X Dir. Y Dir. Z Dir.
0.00 0.00 84.25
Results
Footing Dimensions
X Dir. Y Dir. Z Dir.
8.75 ft. 8.75 ft. 12.00 in.
Maximum Bearing Pressure = 1,472.00 psf
C__ 'I
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
3.63 ft.
Ultimate Load Pu =
143.23 kips
Ultimate Shear Load Vu =
133.75 kips
Ultimate Shear Capacity Vc =
181.00 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 578.34 kips
Ultimate Load Pu = 143.23 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
3.63 ft.
Ultimate Moment =
84.63 kip -ft
Rn =
132.67 psi
Maximum Reinforcing Allowed =
15.15 in. sqrd
Actual Reinforcing Required =
2.58 in. sqrd
Minimum Reinforcing Required =
1.89 in. sqrd
Ultimate Moment Capacity =
100.96 kip -ft OK
Minimum Bearing Pressure = 1,472.00 psf
Spread Footing Aealysis
Footing Description
6A VERTICAL
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
12.00 in. 12.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kips
X Dir. Y Dir. Z Dir.
0.00 0.00 11.22
Results
Footing Dimensions
X Dir. Y Dir. Z Dir.
3.50 ft. 3.50 ft. 12.00 in.
Maximum Bearing Pressure = 1,292.00 psf
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 19.07 kips
Ultimate Shear Load Vu = 14.31 kips
Ultimate Shear Capacity Vc = 140.78 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 257.04 kips
Ultimate Load Pu = 19.07 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
1.25 ft.
Ultimate Moment =
3.53 kip -ft
Rn =
13.85 psi
Maximum Reinforcing Allowed =
6.06 in. sqrd
Actual Reinforcing Required =
0.11 in. sqrd
Minimum Reinforcing Required =
0.76 in. sqrd
Ultimate Moment Capacity =
30.52 kip -ft OK
Minimum Bearing Pressure = 1,292.00 psf
Spread Footing Aealysis
Footing Description
7AK VERTICAL
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
12.00 in. 12.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kips
X Dir. Y Dir. Z Dir.
0.00 0.00 7.72
Results
Footing Dimensions
X Dir. Y Dir. Z Dir.
3.50 ft. 3.50 ft. 12.00 in.
Maximum Bearing Pressure = 1,006.00 psf
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 13.12 kips
Ultimate Shear Load Vu = 9.84 kips
Ultimate Shear Capacity Vc = 140.78 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 257.04 kips
Ultimate Load Pu = 13.12 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal:
Ultimate Moment =
Rn =
Maximum Reinforcing Allowed
Actual Reinforcing Required
Minimum Reinforcing Required
Ultimate Moment Capacity =
1.25 ft.
2.75 kip -ft
10.78 psi
6.06 in. sqrd
0.08 in. sqrd
0.76 in. sqrd
30.54 kip -ft OK
Minimum Bearing Pressure = 1,006.00 psf
Spread Footing AWalysis
Footing Description
7AG VERTICAL
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
12.00 in. 12.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kips
X Dir. Y Dir. Z Dir.
0.00 0.00 0.48
Results
Footing Dimensions
X Dir. Y Dir. Z Dir.
1.00 ft. 1.00 ft. 12.00 in.
Maximum Bearing Pressure = 930.00 psf
•
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 0.82 kips
Ultimate Shear Load Vu = 1.68 kips
Ultimate Shear Capacity Vc = 140.78 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 257.04 kips
Ultimate Load Pu = 0.82 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
0.00 ft.
Ultimate Moment =
0.00 kip -ft
Rn =
0.00 psi
Maximum Reinforcing Allowed =
1.73 in. sqrd
Actual Reinforcing Required =
0.00 in. sqrd
Minimum Reinforcing Required =
0.22 in. sqrd
Ultimate Moment Capacity =
8.75 kip -ft OK
Minimum Bearing Pressure = 930.00 psf
Spread Footing AlOalysis
Vootine Description
7AB VERTICAL
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
12.00 in. 12.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kins
X Dir. Y Dir. Z Dir.
0.00 0.00 49.94
Results
Footing Dimensions
X Dir. Y Dir. Z Dir.
7.00 ft. 7.00 ft. 12.00 in.
Maximum Bearing Pressure = 1,390.00 psf
•
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 84.90 kips
Ultimate Shear Load Vu = 79.59 kips
Ultimate Shear Capacity Vc = 140.78 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 257.04 kips
Ultimate Load Pu = 84.90 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal
Ultimate Moment =
Rn =
Maximum Reinforcing Allowed
Actual Reinforcing Required
Minimum Reinforcing Required
Ultimate Moment Capacity =
3.00 ft.
43.79 kip -ft
85.80 psi
12.12 in. sqrd
1.33 in. sqrd
1.51 in. sqrd
59.97 kip -ft OK
Minimum Bearing Pressure = 1,390.00 psf
Spread Footing Analysis
yooting Description
7K UPLIFT
Elevations
Top of Pedestal
Bottom of Footing
100.00 ft.
97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
12.00 in. 12.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Check Shear
Ultimate Load Pu = 9.32 kips
Ultimate Shear Load Vu = 8.73 kips
Ultimate Shear Capacity Vc = 140.78 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 257.04 kips
Ultimate Load Pu = 9.32 kips OK
Compute Required Reinforcing
Loads - Kips
X Dir.
0.00
Results
FootinE Dimensions
X Dir.
7.00 ft.
Y Dir.
0.00
Y Dir.
7.00 ft.
Maximum Bearing Pressure =
Minimum Bearing Pressure =
Z Dir.
-5.48
Z Dir.
12.00 in.
259.00 psf
259.00 psf
Distance to Face of Pedestal =
Ultimate Moment =
Rn =
Maximum Reinforcing Allowed =
Actual Reinforcing Required =
Minimum Reinforcing Required =
Ultimate Moment Capacity =
3.00 ft.
8.16 kip -ft
15.99 psi
12.12 in. sqrd
0.25 in. sqrd
1.51 in. sqrd
61.00 kip -ft OK
•
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Spread Footing Analysis
F'ootin'g Description
7K VERTICAL
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
12.00 in. 12.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kips
X Dir. Y Dir. Z Dir.
0.00 0.00 49.94
Results
Footine Dimensions
X Dir. Y Dir. Z Dir.
7.00 ft. 7.00 ft. 12.00 in.
Maximum Bearing Pressure = 1,390.00 psf
•
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 84.90 kips
Ultimate Shear Load Vu = 79.59 kips
Ultimate Shear Capacity Vc = 140.78 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 257.04 kips
Ultimate Load Pu = 84.90 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal
Ultimate Moment =
Rn =
Maximum Reinforcing Allowed
Actual Reinforcing Required
Minimum Reinforcing Required
Ultimate Moment Capacity =
3.00 ft.
43.79 kip -ft
85.80 psi
12.12 in. sqrd
1.33 in. sqrd
1.51 in. sqrd
59.97 kip -ft OK
Minimum Bearing Pressure = 1,390.00 psf
Spread Footing A*alysis
Footing Description
7C VERTICAL
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
0.00 ft.
X Dir
Y Dir.
Z Dir.
12.00 in.
12.00 in.
2.00 ft.
Soil Data
0.00 in. sqrd
Minimum Reinforcing Required =
Weight
Allowable Bearing Capacity
110.00 pcf
1,500.00
psf
Loads - Kips
X Dir.
Y Dir.
Z Dir.
0.00
0.00
0.48
Results
Footing Dimensions
X Dir. Y Dir. Z Dir.
1.00 ft. 1.00 ft. 12.00 in.
Maximum Bearing Pressure = 930.00 psf
•
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 0.82 kips
Ultimate Shear Load Vu = 1.68 kips
Ultimate Shear Capacity Vc = 140.78 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 257.04 kips
Ultimate Load Pu = 0.82 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
0.00 ft.
Ultimate Moment =
0.00 kip -ft
Rn =
0.00 psi
Maximum Reinforcing Allowed =
1.73 in. sqrd
Actual Reinforcing Required =
0.00 in. sqrd
Minimum Reinforcing Required =
0.22 in. sqrd
Ultimate Moment Capacity =
8.75 kip -ft OK
Minimum Bearing Pressure = 930.00 psf
Spread Footing A*alysis
Footing Description
7A UPLIFT
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
12.00 in. 12.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kips
X Dir. Y Dir. Z Dir.
0.00 0.00 -4.53
Results
Footine Dimensions
X Dir. Y Dir. Z Dir.
3.50 ft. 3.50 ft. 12.00 in.
Maximum Bearing Pressure = 6.00 psf
r
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 7.70 kips
Ultimate Shear Load Vu = 5.78 kips
Ultimate Shear Capacity Vc = 140.78 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 257.04 kips
Ultimate Load Pu = 7.70 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
1.25 ft.
Ultimate Moment =
0.02 kip -ft
Rn =
0.06 psi
Maximum Reinforcing Allowed =
6.06 in. sqrd
Actual Reinforcing Required =
0.00 in. sqrd
Minimum Reinforcing Required =
0.76 in. sqrd
Ultimate Moment Capacity =
30.62 kip -ft OK
Minimum Bearing Pressure = 6.00 psf
Spread Footing A*alysis
Footing Description
7A VERTICAL
Elevations
Top of Pedestal 100.00 ft.
Bottom of Footing 97.00 ft.
Pedestal Dimenstions
X Dir Y Dir. Z Dir.
12.00 in. 12.00 in. 2.00 ft.
Soil Data
Weight Allowable Bearing Capacity
110.00 pcf 1,500.00 psf
Loads - Kips
X Dir. Y Dir. Z Dir.
0.00 0.00 7.72
Results
Footing Dimensions
X Dir. Y Dir. Z Dir.
3.50 ft. 3.50 ft. 12.00 in.
Maximum Bearing Pressure = 1,006.00 psf
•
Concrete Strength = 3000 psi after 28 days
Reinforcing Steel = Grade 60, Fy= 60,000 psi
Check Shear
Ultimate Load Pu = 13.12 kips
Ultimate Shear Load Vu = 9.84 kips
Ultimate Shear Capacity Vc = 140.78 kips OK
Check Load Transfer From Pedestal to Footing
Allowable Concrete Bearing Load = 257.04 kips
Ultimate Load Pu = 13.12 kips OK
Compute Required Reinforcing
Distance to Face of Pedestal =
Ultimate Moment =
Rn =
Maximum Reinforcing Allowed
Actual Reinforcing Required
Minimum Reinforcing Required
Ultimate Moment Capacity =
1.25 ft.
2.75 kip -ft
10.78 psi
6.06 in. sqrd
0.08 in. sqrd
0.76 in. sqrd
30.54 kip -ft OK
Minimum Bearing Pressure = 1,006.00 psf