HomeMy WebLinkAboutBuilding D6-2429-0708 (7/16/08)ON THE WATER
July 16, 2008
Adam Heindel
Excell Engineering
100 Camelot Drive
Fond du Lac, WI 54935
Bros. LLC
222 Ohio St.
Oshkosh, WI 54902
Site:
Windy City Grill
340 N Koeller Street
Oshkosh WI 54902
Plan Number: D6-2429-0708
For:
Description: Tenant space alterations
Object Type: Building only
Class of Construction: IIB -1626 Sq Ft.; Unsprinklered
Occupancy: A: Assembly A2 -Separated Use
Maximum No of Occupants: 52 ',
City of Oshkosh
Division of Inspection Services
215 Church Avenue
PO Box 1130
Oshkosh WI 54903-1130
www.ci.oshkosh.wi.us
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and
Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in Chapter
101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements
NOTE: This plan review is based on the revised information provided via email on 7/16/08, a copy of which is
attached to this letter. Designer is reminded to make sure this information is provided to all contractors working on
this project, and a copy of this information is contained in the plans kept on site.
Key Item(s) /Conditions:
• IBC 712.3 Any penetrations of fire rated assemblies are required to be protected with a listed firestopping
system that matches the rating of the wall assembly being penetrated. Copies of the firestopping systems
are required to be provided at the time of inspection. Caution on fire extinguishers being located in
recessed cabinets in rated walls -provide listed cabinets or frame openings to maintain fire separation.
« IBC 803 Interior finish based on group. Interior wall and ceiling finish shall have a flame spread index
not greater than that specified in table 803.5 for the group and location designated.
IBC 1003.2.2.5 Posting of occupant load. Every room or space that is an assembly occupancy shall have
the occupant load of the room or space posted in a conspicuous place, near the main exit access doorway
from the room or space. Posted signs shall meet the requirement of municipal code section 13-5. Min 12
inches in length, min 4 inches in height with min '/z inch lettering and the numbers being minimum 3
inches in height. The sign shall state "Limit (number) Persons".
l:`~I~e. ~ i~~r~~s~i'ke ltcrri tir'S~`txe~r~e!'rr<i! ['sea lZevirtid 'QU~iOf,_'~~~~~.ft~ftZ2 tLfi ti 1<;t~~!ler ~~ J~kigCi+il..r,iq~,
Page 1 of 3
• IBC 2406.3 Glazing in an individual fixed or operable panel adjacent to a door where the nearest exposed
edge of the glazing is within a 24 inch arc of either vertical edge of the door in a closed position and where
the bottom exposed edge of the glazing is less than 60 inches above the walking surface is requires safety
glazing materials. Verify that glass installed adjacent to front door meets this requirement.
• Comm 61.30(3) This review does not include lighting. Comm 63.0001 Prior to installation, lighting
plans and calculations shall be prepared in compliance with the code. The plans shall be available upon
request. ',
• Comm 61.30(3) This plan review does not include heating, ventilation, or air conditioning. HVAC
plans are required to be submitted and approved prior to installation or modification of HVAC system.
• Comm 80 This plan review does not include plumbing. Prior to installation of plumbing, plans and
calculations are required to be submitted and approved. Based on the number of fixtures being installed
a plumbing plan review is required. Additionally note 22 on Sheet Al.l indicates the grease trap being
connected to the center compartment of the sink. The grease trap connection is required on the wash
and prewash compartments that are not typically in the center compartment
• MUN 15 NOTE: Contact Anne Boyce -Health Services (920) 236-5029 for additional information as to
Health code requirements. Preliminary review indicates the need for an additional hand wash sink, 4
compartment sink and drain board.
• Comm 61.31(4) Revisions to approved plans. All proposed revisions and modifications which involve
rules under this code and which are made to construction documents that have previously been granted
approval by the department or its authorized representative, shall be submitted to the office that granted the
approval. All revisions and modifications to plans shall be approved in writing by the department or its
authorized representative prior to the work involved in the revision or modification being carried out. A
revision or modification to a plan, drawing or specification shall be signed and sealed in accordance with
Comm 61.31(1).
SUBMIT:
• IBC 1006.3 Means of egress illumination is required to be installed per this section. All paths of egress
are required to have adequate emergency lighting to meet the performance requirements of IBC
1006.4. Provide complete emergency lighting plan showing compliance with these requirements
prior to installation of emergency lighting system. A copy of the City of Oshkosh Policy on
Emergency Lighting is attached to this letter.
• Comm 61.40 (4) Supervision. Prior to the initial occupancy of a new building or addition and prior to the
final occupancy of an alteration of an existing building the supervising professional shall file a compliance
statement form SBD-9720 with this office.
iaGa~icxtur~~~`Plttn Rgwii.~t t.`r;dn;.~e'~:itEl N~~~ (tecicvs~ `(1vS`•.1)i;_ a_9-p7nZ 3Gfi?ti ];ucilCrfii t31t1gO:~lr,tlt?~
Page 2 of 3
A copy of the approved plans, specifications, and this letter shall be on-site during construction. All permits are required to
be obtained prior to commencement of work.
In granting this approval the City of Oshkosh Inspection Services Department reserves the right to require changes or
additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this
review shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Inquiries concerning this correspondence maybe made to me at the number listed below or the address on this letterhead.
Respec ',
rian oe
Building Systems Consultant
(920) 236-5051 Monday -Friday 7:30 A.M. to 8:30 A.M and 12:30 A.M to 1:30 P.M.
bnoe@ci.oshkosh.wi.us
cc: Property file
Fee Required $ 320.00
Fee Received $ 320.00
Balance Due $ 0.00
f:`,(n,n:;:<1 ~~~-~`1'Ian 12e~•ie~e'•.C'i~mme"~i<tl Pl,~n Tteti ~~u "_ftj~;';17t>-^_d^_9-0?Og ?GO `ti 1`i.~iler Si i3(<i_~ O~±I~~.do,:
Page 3 of 3
Yage 1 of~ 1
Noe, Brian
From: Michelle Schaalma [michelle.s@ExcelEngineer.com]
Sent: Wednesday, July 16, 2008 12:05 PM
To: Noe, Brian ',
Cc: Adam Heindel
Subject: [SPAM] -Windy City -Email contains remote images
Attachments: 808470 Construction Bulletin1.doc; 808470T-T10.pdf; 808470a1-Oa.pdf; 808470a1-ObPLT.PDF; 808470a1-
1 a.pdf; 808470a1-1 b.pdf; Letter.pdf
Michelle Schaalma
Project Assistant -
~~~
100 Camelot Drive
Fond du Lac, WI 54935
P: 920 (926 ~ 9800 ext. 221
F: 920 ~ 926 ~ 9801
E: michelle.s@excelengineer.com
W: www.excelengineer.com
Always a Better Plan
7/16/2008
100 Camelot Drive
Fond du Lac, WI 54935
Ph: 920-926-9800 Fx:920-926-9801
Website: www.excelengineer.com
CONSTRUCTION BULLETIN (CB)
Project Name: Proposed Tenant Space Bulletin No.: 1
Build-out for:
Windy City Grill
Project No.: 808470 Date: 7/14/08.
Contractor: TBD
Attention: TBD
You are hereby directed to provide revised pricing and make the following change(s):
1.) Revise code information and requirements as noted. See attached drawing T1.0.
2.) Revise code information and requirements as noted. See attached drawing A1.Oa &
A1.Ob.
3.) Revise Wall Type `E' on sheet A1.1 to be (2) HR. rated fire barrier per UL V452. See
attached drawings A1.1a ~ A1.1b for (2) HR rated wall construction and location.
By: Adam Heindel
CC:
C:\Documents and Settings\briann\Local Settings\Temporary Internet Files\OLK481808470 Construction Bulletinl.docl
July 15, 2008
City of Oshkosh
Allyn Dannhoff
Brian Noe
215 Church Avenue
Room 205
Oshkosh, WI 54901
1ZE: Windy City Grill
Excel Engineering Job # 808471 ~ .. t,
Dear Allyn & Brian,
The purpose of this letter is to address the concern that you have expressed regarding the
relocation of the x-bracing at the subject project on Koehler Street
The brace relocation has been reviewed and approved by the metal building supplier, Star
Buildings. This location is also acceptable for the foundations. Please contact me if you
have any other questions or concerns regarding these issues.
Best regards,
Excel Engineering
Jo luta, PE
Pr je t Manager ',
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EXTERIOR-NON-BEARING WALLS: 0
PERMANENT PARTITIONS: 0
CORRIDOR WALLS: 0
SHAFT ENCLOSURES: N/A SECTION 707.4
INTERIOR SHAFT WALLS: N/A SECTION 707.4
STAIRWAY CONSTRUCTION: N/A SECTION 1005.3.2
ELEVATOR MACHINE ROOM N/A SECTION 3006.4
ELEVATOR LOBBY N/A SECTION 707.14.1 -EXCEPTION: 1
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Page 1 of 1
Noe, Brian
From: Jay Johnson [jay.j@ExcelEngineer.com]
Sent: Thursday, September 04, 2008 3:48 PM
To: Noe, Brian
Subject: Windy City Grill Ramp Detail
Attachments: 808470a1-1c.pdf; 808470a1-1d.pdf; 808470a1-1e.pdf; 808470a1-1f.pdf
Brian
Attached is a construction bulletin for your review with the proposed changes required for the accessible ramp.
Please give me a call to discuss when you get a minute.
Jay Jeah~tan
Senior DesiOner
4+,x.8 x~~ ~•.t
°.: a
100 Camelot Drive
Fond du Lac, WI 54935
': 920 ~ 926 ~ 9f300 ~*t. 231
F: 920 ~ 926 ~ 9801
E: jay.j@excelengineer.com
W: www.excelengineer.eam
Always a Better Ptan
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9/8/2008
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SEPTEMBER 4, 2008 3 ~ ~~
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OSHKOSH, Wi 54902 SEPTEMBER 4, 200
E DESIGN NO.:
~ XCEL 808470
W ENCINEERINC~ OWNER
: BROS LLC.
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RETURNS TO
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A1.1 f SCALE: 1 1/2" = 1'-0"
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~ REVISIONS: ~ PROJECT: PROPOSED TENANT BUILD -OUT FOR DATE:
a SEPTEMBER 4, 2008 3 ~
.~..~~ WINDY CITY GRILL
OSHKOSH, WI 54902 SEPTEMBER 4, 200
E DESIGN NO.:
~ XCEL 808470
~ ENCINEERING OW
.~ NER: eROS LLC.
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October 7, 2008
City of Oshkosh
Allyn Dannhoff
Brian Noe
215 Church Avenue
Room 205
Oshkosh, WI 54901
P: 920 ~ 926 ~ 9800 F: 920 ~ 926 ~ 9801
100 Camelot Drive Fond du Lac, WI 54935
www.excelengineer.com
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OCT 9 2008
CLiI~1MU~IT: ~ ~~.'~~~r lei T
IN5PEc:~li~fV S' ~C'1a~a"3 L%~'.`~I~N
RE: Windy City Grill ~ ~~ ~ ~°~-~~ ~T
Excel Engineering Job # 808471
Dear Allyn & Brian,
The purpose of this letter is to provide you with the engineering calculations associated
with the support of the proposed roof top units for the Windy City Grill build out.
Please contact me if you have any other questions or concerns regarding these issues.
Best regards,
,»~-- ~ R~
Joluta, PE
Pr ' ct Manager
Company :Excel Engineering Oct 7,.2008
Designer JPP 3:15 PM
Job Number : 808470 Windy City Grill Checked By:
Global
iDisplay Sections for Member Calcs 5 ~,
'Max Internal Sections for Member Catcs 97
'Include Shear Deformation Yes
Include War in Yes
'Area Load Mesh in^2 144
Mer a Tolerance. in .12
P-Delta Anal sis Tolerance 0.50%
Vertical Axis Y
Hot Rolled Steel Code AISC: ASD 9th
Cold Formed Steel Code AISI 99: ASD
Wood Code NDS 91/97: ASD
Wood Tem erature < 100E
Concrete Code ACI 2002
~ Number of Shear Re ions 4 ~
Re ion S acin Increment in 4
Biaxial Column Method PCA Load Contour
Parme Beta Factor. PCA .65
Concrete Stress Block Rectan ular
Use Cracked Sections Yes
Bad Framin Warnin s No
Unused Force Wacnin s Yes.
Footin Overturnin Safe Factor 1.5
heck Concrete Bearin Yes
elf Wt Overburden in DL for Desi n No
Footin Concrete Wei ht .145 k/ft"3
Footin Concrete fc 3 ksi
Footin Concrete Ec 4000 ksi
Footin Steel 60 ksi
Minimum Steel 0.0018
Maximum Steel X0.0075 I
Footin To Bar #3
Footin To Bar Cover 3.5 in
Footin Bottom Bar #4
Footin Bottom Bar Cover 3.5 in
Pedestal Bar #3
Pedestal Bar Cover 1.5 in
Pedestal Ties #3
Joint Coordinates and Temaeratures
Joint Boundary Conditions
RISA-3D Version 7.1.3 [F:\Job Files\808470 Windy City Grilllarch calcs\W8x10.r3d] Page 1
Company :Excel Engineering Oct 7, 2008
Designer JPP 3:15 PM
Job Number : 808470 Windy City Grill Checked By:
Hot Rolled Steel Properties
Label E fksil G fksil Nu Therm /\1 F5 Fl I~ancitvtk/ft~A1 Vialrirkcil
1 i A36 Gr.36 ! 29000 ~ 11154 .3 .65 i .49 36
2 A572 Gr.50 29000 11154 .3 .65 I .49 50 I
3 I A992 29000 11154 .3 .65 .49 i 50 !,
4 A500 Gr.42 29000 11154 ~ .3 ! .65 .49 42
5 A500 Gr.46 ' 29000 ! 11154 .3 .65 I .49 ! 46
Hot Rolled Steel Section Sets
Label Sha e T e Desi n List Material Desi n R... A in2 I in4 Izz in4 J in4
1 I b1 i W8X10 Beam ~ Wide Flange A992 Typical 2.96 2.09 30 8 04 I
Hot Rolled Steel Design Parameters
Label Sha a Len t... Lb ft Lbzz ft Lcom to ft Lcom b... K Kzz Cm- iCm-zz Cb swa z sway, Function
1 M1 b1 ~ 21.25 ~ 2 ~~; i Lateral
Member Primary Data
_ Label I Joint J Joint K Joint Rotate de Section/Sha e T e Desi n List Material Desi n Rules
_ 1 ~ M1 I N2 i N3 b1 Beam Wide Flange A992 Tvoical
Basic Load Cases
Member Distributed Loads (BLC 1:Dead)
Member Label Direction Start Ma nitude k/ft d..Fnd Ma nitude k/ft d... Start Location ft % End Location ft
1 1 M 1 I Y -. 01 -.01 i n _ n ~
Member Distributed Loads (BLC 2 : Snow)
Member Label Direction Start Ma nitude k/ft d..End Ma nitudefk/ft.d... Start Location[ft %~ End Location[ft %1 _
1 M 1 Y -.123 - 123 0 ~ 0 ~
Member Point Loads (BLC 1 : Dead)
Load Combinations
Descri tion Solve PDelta SRSS BLC Fac...BLC Fact..BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...
1 ASCE 2 Yes DL 1 SL 1 ! I ? j
Member Section Deflections
RISA-3D Version 7.1.3 [F:\Job Files\808470 Windy City Grill\arch calcs\W8x10.r3d] Page 2
Company :Excel Engineering Oct 7, 2008
Designer JPP 3:15 PM
Job Number : 808470 Windy City Grill Checked By:
Joint Reactions (By Combination)
LC Joint Lahel X fkl Y rkl 7 fkl MX fk_ftt nnv r4_ftt nn~ r~s~i
11 1 N2 0 2.333 0 0 0 0 '
2 1 N3 0 1.577 0 0 I 0 0
a
_ 3 1 Totals: 0 3.91 0 __
I
4 1 COG ft : X: 8.571 Y: 0 Z: 0 - _._~__~ _
~ -1
MemberAlSC ASD Steel Code Checks
LC Member Sha a UC Max Loc ft Shear UC Loc ft Dir Fa ksi Ft ksi Fb ksi Fbz ksi Cb_ Cm Cmz E n
l 1 1 ' M1 W8X10 I .410 10.1... .071 0 y .1 622 ~ 30 136.762,32.705 1 .6 .85'H2-1
RISA-3D Version 7.1.3 [F:\Job Files1808470 Windy City Grilllarch calcs1W8x10.r3d] Page 3
Member Section Deflections (Continued)
i
Project: Windy City Grill
Model: Purlin with RTU Loads
21.25 ft
P1 P2
W W
132.5 132.5. 132.5 Unif Ld
I Ib/ft
1
20.92 ft
2001 North American Specification
R2
Point Loads P1 P2
Load(Ib) 440 440
X-Dist.(ft) 20.92 23.92
Section : 8.5257 Single (X-X Axis)
Maxo = 3863.4 Ft-Lb Moment of Inertia, I = 8.971 in"4
Deflection limits: Ratio U 120
Loads have not been modified for strength checks
Loads have not been modified for deflection calculations
Flexural and Deflection Check
R3
Mmax Mmax/ Mpos Bracing Ma(Brc)
Span Ft-Lb Maxo Ft-Lb (in) Ft-Lb
Left Span 6328.4 1.638 4429.7 Full 3863.4
Center Span 6328.4 1.638 1877.0 Full 3863.4
Right Span 6220.2 1.610 4692.2 Full 3863.4
Combined Bending and Web Crioolin
Reaction or Load
Pt Load P(Ib)
R1 1083.4
R2 3919.2
R3 3165.4
R4 1115.1
P 1 440.0
P2 440.0
Combined Bending and Shear
Reaction or Vmax
Pt Load (Ib)
R1 1083.4
R2 2230.8
R3 1700.5
R4 1115.1
P 1 2230.8
P2 1396.6
Date: 9/24/2008
21.25 ft
Fy = 50.0 ksi
Va = 2002.1 Ib
~? ~ ~~
V
~~/
Mpos/ Deflection I
Ma(Br ~ (in) Ratio
1.14 1.051 U239
0.486 0.223 U1142
1.215 % 1.173 U217
Ireq'd = 4.953 in^4
Brng Pa Mmax Intr.
(in) (Ib) (Ft-Lb) Value
3.50 884.4 0.0 1.47
3.50 1557.2 6328.4 4.66
3.50 1732.2 6220.2 3.80
3.50 884.4 0.0 1.51
1.50 1366.7 6328.4 2.02
1.50 1419.3 1557.5 0.78
Mmax Va Intr.
(Ft-Lb) Factor VNa M/Ma Unstiffen
0.0 1.00 0.54 0.00 0.29
6328.4 1.00 1.11 1.64 3.92
6220.2 1.00 0.85 1.61 3.31
0.0 1.00 0.56 0.00 0.31
6328.4 1.00 1.11 1.64 3.92
1557.5 1.00 0.70 0.40 0.65
Stiffen ~~~ „ , )
YES
YES ~t
YES n
YES +~
YES
No
1 ntr.
Stiffen
NA
2.10
1.82 ~
NA
2.10 ~
NA
2001 North American Specification
Project: Windy City Grill
Model: Typical ~ w ~~ "`'~
Date: 9/24/2008
132.5 ~ 132.5
R1 RZ
20.92 ft 21.25 ft
Section : 8.5257 Single (X-X Axis)
Maxo = 3863.4 Ft-Lb Mom ent of Inertia, I = 8.971 in^4
Deflection limits: Ratio U 120
Loads have not been modified for strength checks
Loads have not been modified for defle ction calculations
Flexural and Deflection Check
Mmax Mmax/ Mpos Bracing
Span Ft-Lb Maxo Ft-Lb (in)
Left Span 5848.7 1.514 4619.1 Full
Center Span 6016.8 1.557 1546.5 Full
Right Span 6016.8 1.557 4773.1 Full
Combined Bending and Web Criaaling
Reaction or Load Brng Pa
Pt Load P(Ib) (in) (Ib)
R1 1106.4 3.50 884.4
R2 3065.4 3.50 1732.2
R3 3106.7 3.50 1732.2
R4 1124.7 3.50 884.4
Combined Bending and Shear
Reaction or Vmax Mmax Va
Pt Load (Ib) (Ft-Lb) Factor
R1 1106.4 0.0 1.00
R2 1665.5 5848.7 1.00
R3 1691.0 6016.8 1.00
R4 1124.7 0.1 1.00
132.5 Unif Ld
Ib/ft
R3 R4
21.25 ft
Fy = 50.0 ksi
~
Va = ~
2002.1 Ib
~~
s~"
~
~ ,
~ ~~
~
Ma(Brc) Mpos/ Deflection
Ft-Lb Ma(Brc (in) Ratio
3863.4 1.196 1.132 0222
3863.4 0.400 0.110 U2308
3863.4 1.235 1.209 U211
Ireq'd = 5.103 in^4
Mmax Intr. Stiffen
(Ft-Lb) Value Req'd ?
0.0 1.50 YES
5848.7 3.64 YES
6016.8 3.71 YES
0.1 1.53 YES
Intr. Intr.
V/Va M/Ma Unstiffen Stiffen
0.55 0.00 0.31 NA
0.83 1.51 2.98 1.74
0.84 1.56 3.14 1.78
0.56 0.00 0.32 NA
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