HomeMy WebLinkAboutCO & DOCS - 03-00016 - Gringo's Restaurant - New BuildingCERTIFICATE OF OCCUPANCY
City of Rexburg
Department of Building Inspection
Building Permit No: R- o3 -o4 -17
Applicable edition of code: International Building Code 2000
❑ International Residential Code 2000
Site address: 43 South Center
Use and occupancy: Commercial
Type of construction: Wood Frame
Design occupant load: 161
Sprinkler System required: ❑ Yes ❑ No
Name and address of owner: ZolMic, LLC
175 North 1st East
Rexburg, ID 8344
Contractor: ZoCo Properties, LLC
Special conditions:
Occupancy:
Full ❑ Partial ❑ Temporary
This Certificate, issued pursuant to the requirements of Section 109 of the International
Building Code, certifies that, at the time of issuance, this 6ui[bing or that portion of the
6uifbing that w rr as /I inspected on the bate [isteb was f ounb to be in compliance with the req
requirements of the co be for th group a �nA Aivi.cinn of occ1 pane am?? the use for wbicV1 the � v vrr tv�wv of .n vvv.. ... /.. J ..... ' � �.. . .. .. - -"'�' -- " - �/ - -'- the - - - �
propose occupancy was cLassi f ieb.
Date: October 16, 2003 (10:
C.O. Issued by:
Building Official
There shall be no future change in the existing occupancy classification of the building nor shall
any structural changes, modifications or additions be made to the building or an . rtion eof
40 until the Buildi Officjalhas revie d and approved said future change
---_
Water Department : '! 0 Fire Departmen
State of Idaho Electrical Department - (208 - 356-4830) ❑ Merlin Webster
• •
BUILDING PERMIT APPLICATION REXBURG, ID D A T E / Y . ` -/ 153 NO.fl %3'a -- I '7
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED
OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS.
OWNER 1 , L LC,
BUILDER I■ Co *Pro pt ■.e
STRUCTURE: XNEW O REMODEL
FOUNDATION
BASEMENT
*CONCRETE ❑ PARTIAL
O MASONRY FULL
❑ OTHER CrNO
FLOORS
J WOOD
O CONCRETE
❑ OTHER
EXT. WALLS
WOOD
O MASONRY
O CONCRETE
❑ VENEER
O METAL
)$;STUCCO
INT. WALLS CEILING
ROOF
)(WOOD Al:WOOD
❑ MASONRY O DRYWALL
QUI CONCRETE O PLASTER
*DRYWALL ❑ TILE
❑ PLASTER ❑ ACOUSTIC
O TILE ❑ OPEN
❑ BUILT UP.
O WOOD SH.
❑ COMP. SH.
TILE
ROLL ROOF.
O METAL
HEAT
*GAS
CI OIL
O COAL
O FIREPLACE
O ELECTRIC
O RESIDENCE
FOOTINGS
CONCRETE
MASONRY
❑ OTHER
COMM. ❑ EDUCATIONAL O GOVT O RELIGIOUS ❑ FENCE O PATIO ❑ CARPORT ❑ GARAGE ❑ AWNING
This permit is issued subject to the regulations contained in the Uniform Building Code and Zoning Regulations of Rexburg, and it is hereby agreed
that the work to be done as shown in the plans and specifications will be completed in accordance with the regulations
pertaining and applicable thereto: The issuance of the permit does not waive restrictive covenants.
REMARKS:
VALUE
FEE PAID
BUILDING
INSPECTOR
( - ' 354 `: 59
DEPARTMENT OF BUILDING & ZONING
F
❑ CASH
O CHECK
JOB ADDRESSf j `) ° `�. 4 ," PHONE
DESIGNER
❑ RENEWAL
ARCHITECT C)
❑ ADDITION 0 REPAIR
DATE ADDRESS
WHITE - Owner's Copy CANARY - Building Department's Copy PINK - Assessor's Copy GOLDENROD - Inspector
•
O FIRE DAMAGE
INSULATED
WALLS
CEILING
❑ FLOORS
O PERIMETER
APPLICATION FOR BUILDING PERMIT
CITY OF REXBURG, IDAHO
Date of Application 3/ 1`/0_3 Permit No. _6 3 - ° 1
OWNER
Name to \.M; �2.L
Site Address 4 50 Lev er
Mailing Address V s- :x S�
City /State /Zip g.� sr / :0-L0 - rivD
Telephone/Fax/Mobile C2-0 - - � 0
CONTRACTOR
Name 20 C P, Qs LL C
Mailing Address 1" 1J- 1, a w. a_ v \
City /State /Zip 124. k
Telephone/Fax/Mobile (2 c 3S - `k
PROJECT INFORMATION DEPARTMENT APPROVAL
Property Zone: C 13() Is existing use compatible with zoning, (screening parking, etc) Ye 5
When was this building last occupied /V&A)
&A)
Architect/ Engineer Firm . CC (34 p «v) c� Plan Name
Subdivision J
Lot Block
Circle One Residents. Commerc'. Educational Government Remodel Other
Circle One New House Addition/Remodel to House Chew Commercial ) Commercial Remodel
Circle One Basement: None/ Finished / nfinishe� i Other: None/ Patio/ Carport/ Awning N/A
Lot Square Footage 5.5-0C) Lot Width 6 5
Square Feet "'/'6 Garage Square Feet NA Number of Stories r Height of Building Al. 10
What will structure be used for: Home Home Business Apartment C m ia.. Other
Will there be an apartment?
4/0
If so, how many units
Total Estimated Cost / V
Are you in a flood plain p
Signature of Applicant
Code
Zone
Building Type
CITY OF REXBURG 1
PAID CASH $
HECK
APR 1 6 2003
Building Permit Fees
Plan Check Fees
Plumbing Permit Fees Lf / S
Digging Permit Fees
Water & Sewer Fees 3 71,
Front Footage Fee
TOTAL $
Signature of Inspector
Issued by
OWNER
Name L t:: MI C , LL C•
Address a ... �. 1 , ,. Tel. ' I`LL =i
Lot Bik Add.
Name
Bath Tubs
Showers
Laundry Trays
Wash Basin
Toilet
Slop Sinks
Kitchen Sinks
Floor Drain
Drinking Fountains
Water Softeners
Dish Washing Mach.
Clothes washer
PWMBER
Address Tel.
NATURE OF INSTALLATION
Use
CITY OF REXBURG
APPLICATION FOR PLUMBING PERMIT
Septic Tank
'Hater Ong
Sewer
FEES
Plumbing Permit $
Sewer Inspection $
Inspection of Pipe $
Inspection of Fixtures $
$
$
TOTAL $
Received: Date
By
NSPECTOR'S RECORD
N
IPTION OF WORK
Urinal
Sink Trap
Water Heater
Lawn Sprinklers
1
CITY OF REXBUR
PAID CASH $
CHECK $
APR 1 6 2003
Rough Plumbing
Server
Other
Finish Plumbing
WSP NAME
Excavation &
Earthwork: vl, v� -z,r- �.n5��rv� -}� vtA_
Concrete: � �. �v o CO114' 0
Masonry: \ cc v��'
Roofing: v►� � n c v. .
Insulation: 1;M Wet+
Drywall: - 4y I W.xl -vvk S
Painting:
Floor Coverings: n
Plumbing: r &, t �vr %VAl &\
Heating: �l v z-O
Electrical: 'L.,,zxv- )3A. Ete_c ---Vv';
SPECIAL CONSTRUCTION
(Manufacturer or Supplier)
Roof Trusses: Sm 1,6e54 — 1'3" - T_
Floor / Ceiling Joists:
Cabinets:
Siding /Exterior Trim: SA- y
Other:
SUBCONTRACTOR LIST
)J _t\ Otis „�5
REQUEST FOR A CONDITIONAL BUILDING PERMIT
FOR PARTIAL BUILDING CONSTRUCTION
TO: Building Official for the City of Rexburg
Pursuant to the provisions of the Uniform Building Code, the undersigned requests that a
building permit be issued for:
Footings and Foundations only at:
Gringos Mexican Restaurant
23 South Center
Rexburg, Idaho 83440
Acknowledgment is made that the plans for the complex are not complete and that final
approval of the building will not be given until the final plans have been approved. We
recognize that proceeding with partial construction at this time is entirely at the risk of the
Architect/Owner with there being no assurance that the final Certificate of Occupancy for the
entire building or structure will be granted.
We further absolve the City of Rexburg and officers and employees thereof, of all responsibility
for the issuance of a partial permit and further agree that any work performed under this permit
will be removed or otherwise corrected to be in accord with the requirements of the final
approved plans when a permit for the entire building or structure is finally granted.
Dated: March 24, 2003
Approved: 24 March 2003
CITY 0 �;.� XBURG
By
J hn illar
REXB UR G- MgDISON COUNTY
EMERGENCY SERVICES
26 NORTH CENTER STREET
REXBURG, IDAHO 83440
208 - 359 -3010
208 -359 -3006 FAX
2000 International Fire Code Plan Date: 4 -16 -03
Plan Review Review Date: 4 -29 -03
Building Name:
Building Address: NEAR 23 SOUTH CENTER
Stories: ONE Type of Construction: V -B
Occupancy Classification: A -2, S -1 Existing Floor Area: N/A
New Construction Floor Area: 9600 SQUARE FEET
1. Required Fire Flow (Appendix B): 2750 GPM/TWO HOURS
Comments: REQUIRED FIRE FLOW MAY BE REDUCED UP TO 75% IF AN
APPROVED FIRE SPRINKLER SYSTEM IS INSTALLED.
2. Water Supply (Section 508, Appendix C) Required: YES
Fire Hydrant Location: MAIN AND CENTER, MAIN AND CARLSON, CARLSON
AND COLLEGE AVE.
Fire Hydrant Flows: OK
Fire Flow Test Location: SAME AS ABOVE
Fire Flow Supplied By: FD
Other Approved Water Source: NONE
Water Supply Acceptable: YES
Fire Hydrant Location Acceptable: YES
Water Supply Comments: OCCUPANCY CURRENTLY HAS THREE FIRE
HYDRANTS WITHIN 450 FEET
3. Fire Apparatus Access Roads (Section 503, Appendix D) Required: YES
Acceptable Width: X Length: X Surface: X
Complete Road Acceptable: YES
Comments: NONE
4. Access Roads and Water Supply, including fire hydrants are required to be installed
and made serviceable prior to and during time of construction (Section 501):
Comments: IF NOT INSTALLED PRIOR TO CONSTRUCTION AND MADE
OPERATIONAL, A STOP WORK ORDER WILL BE ISSUED.
5. Installation of portable fire extinguishers (Section 906) Required: YES
Location shown: NOT SHOWN Type provided acceptable: NOT SHOWN
Comments: OCCUPANCY REQUIRES A CLASS "K" EXTINGUISHER IN
KITCHEN AREA IN ADDITION TO TWO ADDITIONAL 2A10BC
EXTINGUISHERS IN BUILDING.
6. Automatic fire extinguishing systems (Section 903) Required: NO
Type of system being installed:
Sprinkler system monitoring (Section 907) required:
Comments:
7. Standpipes (Section 905) required: NO
Type required: Comments:
8. Ventilating hood and duct fire extinguisher system (Section 609) required: YES
Type being provided: NOT SHOWN
Automatic fuel shut -off required: YES
Portable fire extinguisher shown: NOT SHOWN
Comments: PLEASE PROVIDE SIZE, TYPE, MANUFACTURER, ETC. OF
HOOD SYSTEM TO BE INSTALLED.
9. Fire alarm systems (Section 907) required: NO
Type of system required: Manual: Automatic: Both:
Type of system being provided: Manual: Automatic: Both:
Components of system shown: Smoke Detectors: Heat Detectors:
Manual Pull Station: Sounding Devices: Visual Devices:
Door Holders: Duct Detectors: Flow Alarm:
Sprinkler Valve Monitoring:
Fire Alarm System Acceptable:
10. Other corrections that are required by special occupancy or conditions: PLANS
SUBMITTED SHOW A NARROWING OF THE EGRESS PATH NEAR THE
HOSTESS STATION THAT MAY REDUCE TOTAL OCCUPANCY LIMITS
IN DINING AREA.
Plans as submitted are acceptable: NO
Plans checked by: CHRIS HUSKINSON Date: 4 -29 -03
Please furnish comments back to the plan reviewer in the following manner:
Written Comments: New Plans:
****THIS PLAN REVIEW IS INCOMPLETE.
INSPECTOR STILL WAITING FOR SEATING
ARRANGEMENT DRAWINGS FROM OWNER FOR
COMPLETE OCCUPANCY LIMITS.*******
2000 International Fire Code
Plan Review
ex
STATE OF IDAHO
REXB UR G- MADISON COUNTY
EMERGENCY SERVICES
26 NORTH CENTER STREET
REXBURG, IDAHO 83440
208 -359 -3010
208 -359 -3006 FAX
Plan Date: 4 -16 -03
Review Date: 4 -29 -03
REVISED: 6 -7 -03
P.O. Box 280
12 North Center Street
Rexburg, Idaho 83440
Phone (208) 359 -3020
Fax (208) 359 -3022
e -mail rexburg@srv.net
Building Name: GRINGO'S RESTAURANT
Building Address: NEAR 23 SOUTH CENTER
Stories: ONE Type of Construction: V -B
Occupancy Classification: A -2, S -1 Existing Floor Area: N/A
New Construction Floor Area: 9600 SQUARE FEET
1. Required Fire Flow (Appendix B): 2750 GPM/TWO HOURS
Comments: REQUIRED FIRE FLOW MAY BE REDUCED UP TO 75% IF AN
APPROVED FIRE SPRINKLER SYSTEM IS INSTALLED.
2. Water Supply (Section 508, Appendix C) Required: YES
Fire Hydrant Location: MAIN AND CENTER, MAIN AND CARLSON, CARLSON
AND COLLEGE AVE.
Fire Hydrant Flows: OK
Fire Flow Test Location: SAME AS ABOVE
N
Fire Flow Supplied By: FD
Other Approved Water Source: NONE
Water Supply Acceptable: YES
Fire Hydrant Location Acceptable: YES
Water Supply Comments: OCCUPANCY CURRENTLY HAS THREE FIRE
HYDRANTS WITHIN 450 FEET
3. Fire Apparatus Access Roads (Section 503, Appendix D) Required: YES
Acceptable Width: X Length: X Surface: X
Complete Road Acceptable: YES
Comments: NONE
4. Access Roads and Water Supply, including fire hydrants are required to be installed
and made serviceable prior to and during time of construction (Section 501):
Comments: IF NOT INSTALLED PRIOR TO CONSTRUCTION AND MADE
OPERATIONAL, A STOP WORK ORDER WILL BE ISSUED.
5. Installation of portable fire extinguishers (Section 906) Required: YES
Location shown: NOT SHOWN Type provided acceptable: NOT SHOWN
Comments: OCCUPANCY REQUIRES A CLASS "K" EXTINGUISHER IN
KITCHEN AREA IN ADDITION TO TWO ADDITIONAL 2A1OBC
EXTINGUISHERS IN BUILDING.
6. Automatic fire extinguishing systems (Section 903) Required: NO
Type of system being installed:
Sprinkler system monitoring (Section 907) required:
Comments:
7. Standpipes (Section 905) required: NO
Type required: Comments:
8. Ventilating hood and duct fire extinguisher system (Section 609) required: YES
Type being provided: NOT SHOWN
Automatic fuel shut -off required: YES
Portable fire extinguisher shown: NOT SHOWN
Comments: PLEASE PROVIDE SIZE, TYPE, MANUFACTURER, ETC. OF
HOOD SYSTEM TO BE INSTALLED.
9. Fire alarm systems (Section 907) required: NO
Type of system required: Manual: Automatic: Both:
Type of system being provided: Manual: Automatic: Both:
Components of system shown: Smoke Detectors: Heat Detectors:
Manual Pull Station: Sounding Devices: Visual Devices:
Door Holders: Duct Detectors: Flow Alarm:
Sprinkler Valve Monitoring:
Fire Alarm System Acceptable:
10. Other corrections that are required by special occupancy or conditions: PLANS
SHOW SEATING WITH A TOTAL OF 160 SEATS. WAITING AREA WILL
HANDLE UP TO 16 PEOPLE, KITCHEN AREA DESIGNED FOR 6 PEOPLE.
MISC. AREAS ON MAIN LEVEL WILL ALLOW UP TO 8 PEOPLE. TOTAL
OCCUPANCY OF ENITRE MAIN LEVEL IS 190. DINING AREA TO BE
POSTED WITH MAXIMUM OCCUPANCY OF 160. STILL WAITING FOR
SUBMITTALS ON HOOD SYSTEM.
Plans as submitted are acceptable: WITH ABOVE ITEMS COMPLETED
Plans checked by: CHRIS HUSKINSON Date: 6 -06-03
Please furnish comments back to the plan reviewer in the following manner:
Written Comments: New Plans:
5/1/2003
Scott Spaulding
Design Intelligence
3685E Hwy. 33
Rexburg, Idaho 83440
Dear Scott,
Val Christensen
Building Official
cc Stephen Zollinger
John Millar
Chris Huskinson
STATE OF IDAHO
www.ci.rexburg.id.us
p �� y P.O. Box 280
011 Ul urq 12 North Center Street
Rexburg, ldaho 83440
Phone (208) 359 -3020
Fax (208) 359 -3022
e -mail rexburg @ci.rexburg.id.us
I have reviewed the Gringos Restaurant drawings that you have provided me and
have identified the following discrepancies:
1. A site plan must be provided. I have attached a copy of the site plan
requirements to the back of this document. The parking lot must be designed
to City of Rexburg standards. There will need to be an ADA compliant van
accessible handicap parking place.
2. I will need information for the future installation of any cooking hoods.
3. Provide exit lights and emergency lights as per code.
4. Occupancy limits must be posted near the exits.
5. The Fire Department has reviewed the plans. I have attached a copy of their
report to the back of this document. Please provide the necessary information
they have requested.
Please return two sets of plans. Let me know if I can be of any further
assistance. If you have any questions, please give me a call at 359 -3020 ext. 324.
Sincerely,
�yD Cll m 2eQifI
STATE OF IDAHO
P.O. Box 280
12 North Center Street
Rexburg, Idaho 83440
Phone (208) 359 -3020
Fax (208) 359 -3022
e -mail rexburg @srv.net
Site Plan Checklist File Number:
Applicant Information
Applicant: Phone:
❑ Owner ❑ Purchaser ❑ Lessee
Applicant's Address: Zip:
Recorded Owner: Phone:
Recorded Owner Address: FAX:
Development Information Project Name:
Property Address:
❑ 1. Site plan must be drawn to scale, be legible and also be submitted electronically if possible.
❑ 2. Adjoining streets labeled.
❑ 3. Right -of -way location and width, curb to curb widths and sidewalk location.
❑ 4. Building location, sq footage and dimensions, with distance to property lines.
❑ 5. Show existing and proposed easements.
❑ 6. Existing utilities (waterlines, sanitary sewer lines, manholes, storm drains).
❑ 7. Proposed utilities including tie in location to existing services and new easements.
❑ 8. Proposed storm drain and sanitary sewer elevations (for pipe inverts at manholes and catch
basins).
❑ 9. Storm drainage plan for parking lot and roof areas, with calculations.
❑ 10. Fire hydrants and fire suppression lines (including tie to City lines).
❑ Sprinkled ❑ Not Sprinkled
❑ 11. Parking (including parking lot, drainage arrows, dimension of lot, distance between rows,
and total numbers).
❑ 12. Landscaping (type and total area, including dimensions).
❑ 13. Trash facilities.
❑ 14. North Arrow
❑ 15. Drawing to Scale, including a graphic scale (11 1/2 x 17" paper if possible).
❑ 16. Proposed street improvements (curb, gutter, sidewalk, pavement, etc.)
❑ 17. Legal description of proposed building site included.
❑ 18. Percent of lot covered by building or paving calculated.
❑ 19. Show 10% snow storage area.
❑ 20. Distance of entrances from street corner indicated.
❑ 21. Current Vicinity Map. (8 1/2 x 1 1 ") at 1" = 300' scale, showing location of the property.
NOTE: SITE PLANS MUST BE COMPLETE AND SUBMITTED FOR REVIEW BEFORE THE PROJECT WILL
BE PLACED ON THE PLANNING & ZONING AGENDA.
*********-*******************************-******-* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
REXBURG - MADISON COUNTY
EMERGENCY S ER VI CE S
26 NORTH CENTER STREET
REXBURG, IDAHO 83440
208-359-3010
208- 359 -3006 FAX
2000 International Fire Code Plan Date: 4 -16-03
Plan Review Review Date: 4-29-03
Building Name: GRINGO'S RESTAURANT
Building Address: NEAR 23 SOUTH CENTER
Stories: ONE Type of Construction: V B
Occupancy Classification: A -2, S -1
New Construction Floor Area: 9600 SQUARE FEET
1. Required Fire Flow (Appendix B): 2750 GPM/TWO HOURS
Comments: REQUIRED FIRE FLOW MAY BE REDUCED UP TO 75% IF AN
APPROVED FIRE SPRINKLER SYSTEM IS INSTALLED.
2. Water Supply (Section 508, Appendix C) Required: YES
Fire Hydrant Location: MAIN AND CENTER, MAIN AND CARLSON, CARLSON
AND COLLEGE AVE.
Fire Hydrant Flows: OK
Fire Flow Test Location: SAME AS ABOVE
Fire Flow Supplied By: FD
Other Approved Water Source: NONE
Water Supply Acceptable: YES
Fire Hydrant Location Acceptable: YES
Existing Floor Area: N/A
Water Supply Comments: OCCUPANCY CURRENTLY HAS THREE FIRE
HYDRANTS WITHIN 450 FEET
3. Fire Apparatus Access Roads (Section 503, Appendix D) Required: YES
Acceptable Width: X Length: X Surface: X
Complete Road Acceptable: YES
Comments: NONE
4. Access Roads and Water Supply, including fire hydrants are required to be installed
and made serviceable prior to and during time of construction (Section 501):
Comments: IF NOT INSTALLED PRIOR TO CONSTRUCTION AND MADE
OPERATIONAL, A STOP WORK ORDER WILL BE ISSUED.
5. Installation of portable fire extinguishers (Section 906) Required: YES
Location shown: NOT SHOWN Type provided acceptable: NOT SHOWN
Comments: OCCUPANCY REQUIRES A CLASS "K" EXTINGUISHER IN
KITCHEN AREA IN ADDITION TO TWO ADDITIONAL 2A1OBC
EXTINGUISHERS IN BUILDING.
6. Automatic fire extinguishing systems (Section 903) Required: NO
Type of system being installed:
Sprinkler system monitoring (Section 907) required:
Comments:
7. Standpipes (Section 905) required: NO
Type required: Comments:
8. Ventilating hood and duct fire extinguisher system (Section 609) required: YES
Type being provided: NOT SHOWN
Automatic fuel shut -of required: YES
Portable fire extinguisher shown: NOT SHOWN
Comments: PLEASE PROVIDE SIZE, TYPE, MANUFACTURER, ETC. OF
HOOD SYSTEM TO BE INSTALLED.
9. Fire alarm systems (Section 907) required: NO
Type of system required: Manual:
Type of system being provided: Manual:
Components of system shown: Smoke Detectors:
Manual Pull Station: Sounding Devices:
Door Holders: Duct Detectors:
Sprinkler Valve Monitoring:
Fire Alarm System Acceptable:
Both:
Both:
Heat Detectors:
Visual Devices:
Flow Alarm:
Automatic:
Automatic:
10. Other corrections that are required by special occupancy or conditions: PLANS
SUBMITTED SHOW A NARROWING OF T#: EGRESS PATH NEAR
STATION THAT MAY REDUCE TOTAL OCCUPANCY LIMITS
IN DINING AREA.
Plans as submitted are acceptable: NO
Plans checked by: CHRIS HUSKINSON Date: 4 - 29 - 03
Please furnish comments back to the plan reviewer in the following manner:
Written Comments: New Plans:
****THIS PLAN REVIEW IS INCOMPLETE.
INSPECTOR STILL WAITING FOR SEATING
ARRANGEMENT DRAWINGS FROM OWNER FOR
COMPLETE OCCUPANCY LIMITS.*******
Designed :,, :
cott
Spaulding, P.E.
Checked By:
Date: ∎4
Date: ,
Date: April 16, 2003
Subject: Gringo's Restaurant, Rexburg, Idaho
Customer: Steven Zollinger
Design Intelligence, LLC
Engineering Calculations Summary
This analysis uses the Design Criteria required by the local jurisdiction and the IBC 2000 as the basis for the
calculations.
Materials:
Dimensional Lumber — NDS 1997 design values
Concrete: 2500 psi @ 28 days
Reinforcing Steel - #4 and smaller Grade 40, #5 and larger Grade 60
Assumptions:
IBC 2000 — Foundations designed for Max Brg Pressure of 1500 psf increased for depth
Design Loads:
Roof Live Load (min) — 20 psf during construction
Ground Snow load = 50 psf,
Roof Snow load= 35 psf
Snow Load Importance Factor — 1.0
Snow Exposure Factor — 0.9
Wind = 90 mph, Exposure B
Wind Importance Factor — 1.0
Wind Exposure = B
Seismic Design Category — D1
Seismic Use Group - 1
References:
IBC 2000
Customer Sketches
TrusJoist MacMillian Design Guides
Summary:
All beam sizes and footing sizes 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.
Design Intelligence, LLC GRINGO'S 4/16/2003
3685 W Hwy 33 STEVE ZOLLINGER
Rexburg, Idaho 83440
Design Parameters
Snow Load:
Snow Loads
Roof Pitch
Roof Pitch
Roof Pitch
Wind
Simplified Method
Horizontal Loads
Transverse
< 5:12
5:12
> 5:12
Longitudinal
Vertical Loads
Transverse
< 5:12
5:12
> 5:12
Longitudinal
Maximum Hori
Transverse
< 5:12
5:12
> 5:12
Rise
3 -'-
4
6
Roof Pitch 7
Roof Pitch 81
Roof Pitch 10
Roof Pitch 12
Design Wind Speed 90 mph
Importance Factor 1
Exposure B'
End Zone
Wall
Roof
12.8
17.8
14.4
12.8
End Zone
Windward
-15.4
12.1
10.7
Run
12
12
12
12
12 .-
12
5 psf
Section 1609.6
Applicable loads are shown in bold letters.
Roof
Leeward
Roof
-6.7
- 4.7
9.9
- 6.7
-15.4
1E
9.8
-10.7
-8.8
-8.8
-8.8
-7.5
-10.1
-8.1
Reduction
0.0 psf
0.0 psf
2.5 psf
3.8 psf
5.1 psf
7.4 psf
9.4 psf
Interior Zone
Wall
Roof
8.5
11.9
11.5
8.5
Interior Zone
Windward
-10.7
-10.7
4.8
-10.7
Zone
1
7.2
8.8
9.1
Roof
Leeward
Roof
Page 1
-4
-2.6
7.9
-4
- 6.8
-8.1
- 7.5
- 6.8
4
-5.8
- 7.5
-6.8
Use
35.0 psf
35.0 psf
32.5 psf
31.2 psf
29.9 psf
27.6 psf
25.6 psf
Winward Overhang
End Zone
-21.6
-21.6
-5.1
-21.6
Interior Zone
-16.9
-16.9
-5.8
-16.9
Longitudinal
9.8
-7.5
7.2
-5.8
Component and Cladding Design Wind Pressures - Table 1609.6.2.1(2)
Roof
Zone
Area
< 5:12
5:12
> 5:12
1
10
10
-14.6
10
-13.3
13.3
-14.6
1
20
10
-14.2
10
-13
13
-13.8
1
50
10
-13.7
10
-12.5
12.5
-12.8
1
100
10
-13.3
10
-12.1
12.1
-12.1
2
10
10
-24.4
10
-28.2
13.3
-17
2
20
10
-21.8
10
-25.6
13
-16.3
2
50
10
-18.4
10
-22.1
12.5
-15.3
2
100
10
-15.8
10
-19.5
12.1
-14.6
3
10
10
-36.8
10
-28.2
13.3
-17
3
20
10
-30.5
10
-25.6
13
-16.3
3
50
10
-22.1
10
-22.1
12.5
-15.3
3
100
10
-15.8
10
-19.5
12.1
-14.6
Wall
4
10
14.6
-15.8
4
20
13.9
-15.1
4
50
13
-14.3
4
100
12.4
-13.6
5
10
14.6
-19.5
5
20
13.9
-18.2
5
50
13
-16.5
5
100
12.4
-15.1
Roof Overhang Component and Cladding Design Wind Pressures - Table 1609.6 2.1(3)
Zone
Area
< 5:12
5:12
> 5:12
2
10
-21
-27.2
-24.7
2
20
-20.6
-27.2
-24
2
50
-20.1
-27.2
-23
2
100
-19.8
-27.2
-22.2
3
10
-34.6
-45.7
-24.7
3
20
-27.1
-40.5
-24
3
50
-17.3
-33.6
-23
3
100
-10
-28.4
-22.2
1609.6.2.1(4) Height and Exposure Adjustment Coefficient =
1'
Design Intelligence, LLC
3685 W Hwy 33
Rexburg, Idaho 83440
GRINGO'S 4/16/2003
STEVE ZOLLINGER
Page 2
Design Intelligence, LLC GRINGO'S 4/16/2003
3685 W Hwy 33 STEVE ZOLLINGER
Rexburg, Idaho 83440
Seismic
Reference Code - IBC 2000
1615.1.2.(1)
1615.1.2(2)
1615.1
1615.1
Site Class A - Hard Rock
Site Class B - Dense Soil or Soft Rock
Site Class C - Stiff Soil
Fite Glass D
Site Class
1615.1.2
1615.1.2
1615.1.3
Fa
Fv
Ss
SI
SMS = FaSs
SM1 = FvS1
Design Spectral Resp Accel
SDS = 2/3 *SMS
SDI = 2 /3 *SMI
1616.2 Seismic Use Group
Group 1- Non - Essential
Seismic Response Coefficient
Basic Fundamental Period
Steel Moment Resisting Frame
All Other Building Systems
Building Height
Approximate Fundamental Period
Ta = Ct *hn ^3/4 = 0.281 sec
Site Class
Cs = SDS /(R /I) =
Max Cs = SDI /(R /I)T =
Min Cs = 0.044SDS *I =
20 ft
51 g
164 g
Design Seismic Response Coefficient
Values for Ss, S1, Fa and Fv are taken
from Code Control CD using Zip Code
A
0.40864
0.13152
0.273789
0.088118
Table 1616.3(1)
Table 1616.3(2)
B
0.5108
0.1644
1617.6 (Table 1617.6) Response Modification Factor R =
1616.2 (Table 1604.5) Occupancy Importance Factor I =
Reinforced Concrete Moment Resisting Frame
0.0456
0.0041
0.0120
B
0.342236
0.110148
1616.3 Seismic Design Category
Ct
0.035
0.03
0.02
Table 1617.4.2 Cu =
Rigid Bldg
0.0570
0.0052
0.0151
Page 3
C
Fa
0.8
1
1.2
C D
0.61296 0 674256
0.27948
0.4106832
0.1872516
1.49'
Fv
0.8
1
1.7
752
0.0684
0.0088 0.0105
0.0181 - 0x199'
Design Intelligence, LLC
3685 W Hwy 33
Rexburg, Idaho 83440
GRINGO'S 4/16/2003
STEVE ZOLLINGER
Page 4
Site Class
A
B
C D
Cs =
0.0120
0.0151
0.0181 0.0199
0.0199
0.09035
1617.4.1 Equiv Lateral Force Method
V = CsW =
W
1617.5.1 Simplified Approach
V = 1.2 *(SDS /R) *W =
W
Determine Method of Seismic Analysis
Light Framing Construction Criteria
1
2308.2.1 Building stories
stories
YES
2308.2.2 Bearing wall floor to floor height
12
ft
NO
2308.2.3.1 Average DL
15
psf
YES
2308.2.3.2 Floor Live Loads
50
psf
NO
2308.2.3.3 Ground Snow Load
35
psf
YES
2308.2.4 Wind speed
90 :
mph
YES
2308.2.5 Truss Span
0
ft
YES
1616.6.1 Simplified Analysis Requirements
1. Does Building meet light frame construction criteria ?
NO
2. Is building of any other construction with flexible diaphragms at
every level as defined in section 1602 ?
YES
Building may use Simplified Analysis Method
Design Intelligence, LLC
3685 W Hwy 33
Rexburg, Idaho 83440
GRINGO'S 4/16/2003
STEVE ZOLLINGER
Page 4
Design Intelligence, LLC GRINGO'S 4/16/2003
3685 W Hwy 33 STEVE ZOLLINGER
Rexburg, Idaho 83440
Type
LVL
GLB
DF
Beam
Type
GLB
Span =
Fb psi
2600
2400
1300
Roof Support
Fb psi
2400
Tributary Area = 15
Loads
Snow
Live Load
Dead Load
Moment
Live Load Moment =
Dead Load Moment =
5 psf
0 psf
15 psf
Section Modulus Required
Fv psi
Fv psi
20
Width = 6,75 in.
Section Depth = 15 in.
Section Modulus Provided =
Moment of Ineritia Provided =
Deflection
Live Load
Dead Load =
Total =
Horizontal Shear
FV =
111
218.5
psi
psi
26250
11250
0.55
0.24
0.79
285
190
95
E psi
1900000
1800000
1900000
E psi
90 1800000
lb-ft
in.
253.1
1898.4
OK
Allowable
Use
Point Load = 0 Ibs
Uniform Load =
in3
in4
L/360
L/240
187.50
6.75
in3
Page 1
315000
135000
0.67
Reaction =
X
lb-in
lb-in
in.
15
525
0
225
Ibs /ft
Ibs /ft
Ibs /ft
OK
OK
OK
GLB
7500
lbs
Design Intelligence, LLC GRINGO'S 4/16/2003
3685 W Hwy 33 STEVE ZOLLINGER
Rexburg, Idaho 83440
Type
LVL
GLB
DF
Beam 2
Type
GLB
Span =
Tributary Area =
Loads
Snow
Live Load
Dead Load 15 psf
Moment
Fb psi
Live Load Moment =
Dead Load Moment =
Section Modulus Required
Section Width =
Section Depth =
Fb psi Fv psi E psi
2400 190 1800000
35 psf
0 psf
Fv psi
Section Modulus Provided =
Moment of Ineritia Provided =
Deflection
Live Load =
Dead Load =
Total =
Horizontal Shear
FV =
152
218.5
psi
psi
20 ft
22.5 ft
39375
16875
0.62
0.27
0.89
E psi
1900000
1800000
1900000
lb-ft
lb-ft
6.75 -in.
16.5' in.
m .
m .
OK
306.3
2526.8
Allowable
Use
Point Load = 0 Ibs
Uniform Load =
in3
in4
U360
U240
281.25
6.75
in3
Page 2
472500
202500
0.67
Reaction =
X
lb-in
lb-in
m .
16.5
787.5
0
337.5
Ibs /ft
Ibs /ft
Ibs /ft
OK
OK
OK
GLB
11250
Ibs
Type
Fb psi
Fv psi
E psi
LVL
2600
285
1900000
GLB
2400
190
1800000
DF
1300
95
1900000
Beam 3
Floor Support
Type
GLB
Fb psi
2400
Fv psi
190,
E psi
1800000
Span =
20
ft
Tributary Area = 1
ft
Loads
Point Load =
0
Ibs
Snow
0
psf
Uniform Load =
0
lbs/ft
Live Load
70
15
psf
(includes partition load)
1050
lbs/ft
Dead Load
psf
225
lbs/ft
Moment
Live Load Moment =
52500
lb-ft
=
630000
lb-in
Dead Load Moment =
11250
lb-ft
=
135000
lb-in
Section Modulus Required
=
318.75
in3
Section Width = 6.75
in.
Section Depth =
18
in.
Section Modulus Provided =
364.5
in3
OK
Moment of Ineritia Provided =
3280.5
in4
Deflection
Live Load =
0.04
in.
L/360
0.67
in.
OK
Dead Load =
0.14
in.
Total =
0.18
in.
L/240
1
in.
OK
Horizontal Shear
fv =
157
psi
OK
FV =
190
psi
Allowable
Reaction =
12750
lbs
Use
6.75
X
18
GLB
Design Intelligence, LLC
3685 W Hwy 33
Rexburg, Idaho 83440
GRINGO'S 4/16/2003
STEVE ZOLLINGER
Page 3
Design Intelligence, LLC GRINGO'S 4/16/2003
3685 W Hwy 33 STEVE ZOLLINGER
Rexburg, Idaho 83440
1300
Floor Support
Type
LVL
GLB
DF
Beam 4
Type
GLB
Span =
Tributary Area = 22.5
Loads
Snow
Live Load
Dead Load
Moment
Live Load Moment =
Dead Load Moment =
Section Modulus Required
Section Width =
Section Depth =
Section Modulus Provided =
Moment of Ineritia Provided =
Deflection
Live Load =
Dead Load =
Total =
Fb psi
P
Horizontal Shear
Fb psi Fv psi
2400
189
190
2600
2400
Fv psi
0 psf
70 psf
15 psf
psi
psi
20._.
78750
16875
0.02
0.11
0.13
E psi
285 1900000
190 1800000
1900000
E psi
190 1800000
ft
(includes partition Toad)
lb-ft
lb-ft
6.75 in.
22.5 in.
in.
in.
in.
569.5
6407.2
OK
Allowable
Use
Point Load = 0 Ibs
Uniform Load =
in3
in4
L/360 0.67
U240
= 945000
= 202500
478.13 in3
6.75 X
Page 4
Reaction =
lb-in
lb-in
in.
337.5
22.5
0
1575
Ibs /ft
Ibs /ft
Ibs /ft
OK
OK
OK
GLB
19125
Ibs
Design Intelligence, LLC
3685 W Hwy 33
Rexburg,Llaho 83440
Type Fb psi Fv psi
LVL
GLB
DF
Beam 5
Type
DF
Span =
Loads
Live Load
Dead Load
Section Width =
Section Depth =
Deflection
Live Load
Total =
Dead Load =
Horizontal Shear
2600
2400
1300
Window Headers
Fb psi Fv psi
1300
Tributary Area = 15
Snow 35 psf
Live Load Moment =
Dead Load Moment =
0 psf
15 psf
Section Modulus Required
285
190
95
1641
703
0.01 i
E psi
E psi
1900000
ft
lb-ft
lb-ft
in.
9.25 in.
1900000
1800000
1900000
Section Modulus Provided = 42.8
Moment of Ineritia Provided = 197.9
0.02 in.
nr = 101 psi OK
FV = 109.25 psi Allowable
Use
GRINGO'S 4/16/2003
STEVE ZOLLINGER
Point Load = 0 Ibs
Uniform Load =
in3
in4
L/360
0.03 in L/240
21.63
in3
Page 5
19687.5
X
8438
Reaction =
lb-in
lb-in
9.25
525 Ibs /ft
0 Ibs /ft
225 Ibs /ft
OK
0.17 in OK
0.25 in OK
DF
1875
Ibs
Spread Footing Design Values
(1500 psf increased for depth)
Allowable Soil Bearing Pressure =
2000', psf
Min Reinforcing Factor =
0.002
Concrete Strength @ 28 days
2500',
psi
Steel Reinforcing (fy) =
40000
psi
Roof and Floor Support - F3
Description
Vertical
Moment
WB1
15000'.
25500
Ibs
0 ft -Ibs
WB3
Ibs
0 ft -Ibs
L = Length
5
ft
B = Width 5 ft
Weight
3750
Ibs
Thickness
1 ft
V =
44250
Ibs
e = MN
0.0000
Qmax = V /BL(1 +6e /L) =
1770
psf
Qmin = V /BL(1 -6e /L) =
1770
psf
Reinforcing for Long Direction
Use
5
ft. Wide X
12
in. Deep Footing
Calculated Minimum Reinforcing =
1.44
in"in
Rebar Size =
#4
Area =
0.2
in'in
Use
8
#4
7.71
in O.C.
Reinforc for Short Direction
Use
5
ft. Wide X
12
in. Deep Footing
Calculated Minimum
Reinforcin =
1.44
in"in
Rebar Size =
#4
Area =
0.2
in*in
Use
8
#4
7.71
in. O.C.
Design Intelligence, LLC
3685 W Hwy 33
Rexburg. Idaho 83440
GRINGO'S
STEVE ZOLLINGER
Page 1
4/16/2003
Spread Footing Design Values
(1500 psf increased
for depth)
2000
0.002
Allowable Soil Bearing Pressure =
psf
Min Reinforcing Factor =
2500
Concrete Strength @ 28 days
psi
Steel Reinforcing (fy) =
40000
psi
Roof and Floor Support - F4
Description
Vertical
Moment
WB2
22500 lbs 0
ft -Ibs
WB4
38500
lbs
0
ft-lbs
L = Length
6' ft
B = Width
6 ft
Weight
5400
Ibs
Thickness
1 ft
V =
66400
lbs
e = MN
0.0000
Qmax = V /BL(1 +6e /L) =
1844
psf
Qmin = V /BL(1 -6e /L) =
1844
psf
Reinforcing for Long Direction
Use
6
ft. Wide X
12
in. Deep Footing
Calculated Minimum Reinforcing =
1.728
in *in
Rebar Size =
#4
Area =
0.2
in *in
Use
9
#4
8.25
in O.C.
Reinforcing for Short Direction
Use
6
ft. Wide X
12
in. Deep Footing
Calculated Minimum Reinforcing =
1.728
in *in
Rebar Size =
#4
Area =
0.2
in *in
Use
9
#4
8.25
in. O.C.
Design Intelligence, LLC
3685 W Hwy 33
Rexburg, Idaho 83440
GRINGO'S
STEVE ZOLLINGER
Page 2
4/16/2003
Foundation Design
Allowable Bearing Capacity
1500
psf
Max Roof Span = 30
ft
35
Max Floor Span = 30
ft
Snow Load
psf
Wall Height = 9
ft
Floor Live Load
40 psf
Stem Wall Height = 9
ft
Wall Dead Load
15 psf
Stem Wall Width =
8
in
Roof Dead Load
15 psf
Brick Dead Load
0
15
psf
Floor Dead Load
psf
Exterior Bearing Walls - F1
Proposed Footing
Roof Loads
750
Ibs /ft
Width 24 in
Floor Loads
825
Ibs /ft
Depth
: 10
in
Wall Load
135
lbs/ft
Stem Wall Load
900
Ibs /ft
Footing Load
250
Ibs /ft
Total
2860
Ibs /ft
Bearing Pressure =
1430
psf
OK
Reinforcing Requirements
Min Reinforcing Factors
Footing
0.002
Stem Wall
Vertical
0.0012
#4 - -
0 :2'
Horizontal
0.002
Reinforcing Bar
in *in
Footing
Continuous Reinforcing Count
2
bars
Stem WaII
Continuous Reinforcing Count
9
bars
Vertical - Reinforcing Spacing
18
in.
Design Intelligence, LLC
3685 W Hwy 33
Rexburg, Idaho 83440
GRINGO'S
STEVE ZOLLINGER
Page 1
4/16/2003
Foundation Design
Allowable Bearing Capacity
1500
psf
Max Roof Span =
0
0
ft
35
Max Floor Span =
ft
Snow Load
psf
Wall Height = 9 ft
Floor Live Load
40 psf
Stem Wall Height = 9 ft
Wall Dead Load
15 psf
Stem Wall Width =
8
in.
Roof Dead Load
15 psf
Brick Dead Load
0 psf
Floor Dead Load
15
psf
Exterior Basement Stair Well - F2
Proposed Footing
16
Roof Loads
0
Ibs /ft
Width
in
Floor Loads
0
Ibs /ft
Depth 10 in
Wall Load
135
Ibs /ft
Stem Wall Load
900
Ibs /ft
Footing Load
167
Ibs /ft
Total
1202
Ibs /ft
Bearing Pressure =
901
psf
OK
Reinforcing Requirements
Min Reinforcing Factors
Footing
0.002
Stem Wall
Vertical
0.0012
#4
0.2
Horizontal
0.002
Reinforcing Bar
in"in
Footing
Continuous Reinforcing Count
2
bars
Stem Wall
Continuous Reinforcing Count
9
bars
Vertical - Reinforcing Spacing
18
in.
Design Intelligence, LLC
3685 W Hwy 33
Rexburg, Idaho 83440
GRINGO'S
STEVE ZOLLINGER
Page 2
4/16/2003
Design Intelligence, LLC GRINGO'S 4/16/2003
3685 W Hwy 33 STEVE ZOLLINGER
Rexburg, Idaho 83440
Shear Wall Analysis - Short Wall
Wind Load =
Roof Height =
Wall Height =
Length of Long Wall =
Area at Mid Height of Wall =
Wind Force =
Shear Wall Length
Shear /ft in Wall @ Mid Height
Seismic Analysis
Roof Dead Load
Long Wall Length 80 ft
Short Wall Length 60 ft
Wall Dead Load
Seismic Force @ Mid Height of Wall
Shear Wall Length
Shear per ft in Wall @ Mid Height
80 ft
Width
15840
22 psf
720
198
163
4',' ft
10 ft
80 ft
80 ft
ft^2
Ibs
Ibs /ft
Provide 1/2" APA rated sheathig with 8d na Is @ 6" o.c. at panel edges
and 12" o.d. in the field. Blocking is required.
Length
60 8
Height Length
Ibs /ft
Page 1
Seismic Multiplier =
Load
24!
(includes snow)
Load
14 280 1
OK
Provide 1/2" APA rated sheathig with 8d nails @ 6" o.c. at panel edges
and 12" o.d. in the field. Blockin . is re . uired.
0.09
Weight
115200
Weight
29400
13014
Ibs
Ibs
Ibs