HomeMy WebLinkAbout00072809STRUCTURAL STEEL CALCULATIONS
FOR
P.o GOZ 14 977
Fashion Job #
DESIGN LOADS:
(
Roof Live Load: 3 psf
FIat Roof Snow Load: psf
Ground Snow Load: psf
IR
Design Wind Loads (h-0 mpli, Exposure
Lateral on Fascia: 3— psf 5•+�"
Uplift on Deck: 1 psf
Assumed Allow. Soil Brg.: ' Sob psf
Calculations By: �,yr
David E. Schatte, PE 2
�J
1 f M t f • • f • ,
:STRUCTURAL f ANALYSIS
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Live
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et ass per A,I,•S,C, & •L,G,C,F;S, F:�nu—lls.
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� s TIC' 6�U:S�
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- dry �, ��; =- -=�=�� �3�-j ;;• � � �' 13 �� �'-
(1
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t J
S7-
�n' Y) Roo Roo + l ---a 1
GIVEN
PURLIN REACTION =
954kips
BEAM YIELD
isp >ksi
BOLT DIAMATER
= 5 <in
STRENGTH
BOLT CAPACITY =
> > >$.?ki s /bolt
PURLIN SIZE
b
CROSSBEAM FLANGE
.,.....,.............,... in
CROSSB M SIZE
1M M
PURLIN DIMENSIONS
tf
= ' 03 in
tw
bf
= 5 <in
gage
CHECK PURLIN FLANGE FOR PRYING
a
— 1.125
b
= 1.26
b'
— 1.01
a'
= 1.375
p1
= 0.734545
A' _ (1 /(S1(1 + P1)) *((tc /tf) ^2 - 1.0)
A' = 1.959351
DETERMINE T(all)
T(all) = 4.123366 kips
CHECK BOLT CAPACITY
T = 2.385 kips
S1 = 0.826923
tc = 0.653925
Tall = B(tf /tc) ^2(1 + S1)
MEMBER OK FOR PRYING
BOLTS OK
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SQUARE FOOTING DESIGN WITH DRIVEWAY RESTRAINT 04/15/02
Sheet 5 of 5
COLUMN LOADS:
Pmae = 25.08 kips (D +L)
Mmax = 23.25 ft. kips (D +W)
Uplift = 11.79 kips (D + \V)
LATERAL PRESSURE CALCS.:
From'2000 IBC, Table 1804.2 for soil class 3,4,& 5.
ASSUMPTIONS: 1. 1500 PSF allowable soil bearing pressure.
2. 150 PSF lat. brng. press. /ft. below grade.
3. Concrete slab covers footing.
ITERATION 5.00 ft.widtli
5.00 ft.length
4,50 ft.depth + bury ( 1.00 ) = 5.50 ft.
From footnote 4 :
S3 = 150 *1/1000 0.15 ksf
Diag. = (5.00) ^2 + (5.00) ^2 @ SQRT = 7.07 ft.
SOLVE d = ( (4.25)(23.25)/0.30(7.07)(5.50)) u.SQRT
d = 4.12 ft. deep for a squire footing < 4.50 ok
SOIL BEARING CALCULATIONS:
From footnote 3:
Allowable soil bearing pressure at 5.5 fl. below
grade and 5 ft square
q(all)= 4.05 ksf
CHECK: 4.05 ksf
P(all)= 80.63 kips > 25.U8 kips OK
UPLIFT CALCULATIONS:
W= Width of concrete footing
X= W + 2 times soil area cut at 30 deg.
X= 11.35 ft.
CONCRETE= W *L *(depth + bury) *.15 = 20.63 kips
SOIL = (((X *X) +(W *L)) /2 *(depth + bL1rv)- (W *L)*
(depth + bur))) *. 10 = 25.56 kips
TOTAL = 49.18 kips 11.79 kips OK
SOLUTION: VALUES SHOWN BELOW
USE: 5.00 ft. X 5.0) ft. X 4.50 ft. deep
WITH I 'BURY
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Tammy Macik - P DMT: gas station at Krogers: Margarete Grissom : 97 - 488 -3737 CEI Engine ering: Page 1
From:
Tammy Macik
To:
Pre D Group
Date:
01/02/2002
Time:
1:00:00 PM - 2:00:00 PM
Subject:
PDMT: gas station at Krogers: Margarete Grissom : 972 - 488 -3737 CEI Engineering:
Place:
Development Services Conference Room
putting in a gas station at the Krogers on Southwest Parkway.
She will be sending a preliminary drawing in the mail
Thanks,
Tammy Macik < ><
Development Services - Secretary
- 764 -6254-
(exit C EI Engineering Associates, Inc.
12300 Ford Road • Suite 110 Dallas, TX 75234 (9 72) 488 -3737 (9 72) 488 -6732
05/03/02
PLANNING
1. Submission for sign permits 05/06/02.
2. Added fire hydrant per city comments. And easement has been added. For recording
purposes, the easement information will be sent later this week. Left message with
Bridgette George on 05/03/02.
3. Added shrubs around air and phone equipment.
4. Irrigation line and meter will be tied into 6" water line.
5. The site has been adjusted for future TxDOT improvements.
ENGINEERING
1. Included drawings for TxDOT permits. Kroger has signed permits.
2. Size and type of pipe has been called out on Grading Plan for storm drainage.
3. Sanitary Sewer clean -outs have been placed every 100'.
4. Sanitary Sewer connection to existing line has been revised.
5. 22H bend has been removed.
6. Headwall has been eliminated on the storm drain line, with rip -rap pad added.
ELECTRICAL
Digital files sent in AutoCAD 14 version.
W{6
1. Drainage into ROW has been modified. We have replaced the headwall with rip -rap, per
comments and phone conversation. Drawings have been included with a Plan and Profile
showing drainage into the drainage ditch.
2. We have adjusted the site for future widening of Texas Avenue.
Bentonville, AR Fresno, CA St. Augustine, FL Nashville, TN • Atlanta, GA o Dallas, TX
RU
CEI Engineering Associates, Inc.
1,2300 Ford Road, Suite 110 - Dallas, Texas 75234
(972) 488 -3737 • Fax (972) 488 -6732
FAX TRANSMITTAL
Date: May 13, 2002
Distribution: File
To: Jennifer Reeves
Company: City of College Station
From: Margaret Grissom
Reference: Irrigation D rawing
FAX No.: 979- 764 -3496
Project: Kroger Fueling Station
CEI Project No.: 1.6975.0
Comments:
Jennifer,
See attachments for the irrigation connection for the Kroger Fueling Station on Texas Avenue.
If you need to see the details, or call -outs, please let me know and I can go ahead and resend the
sheets when I send the water line profile for Spencer Thompson. Thanks for your assistance
through our Site PIan submission. I have enjoyed working fifWQ�drT ud yoatr.,.team.
r
$`°
200 5
Jf't`
Total pages including cover: 3
® Please Confirm Size: Z 8 x 11"
❑ 8 " x14"
❑ No Confirmation Necessary ❑ Other
Please call us immediately at (972) 488 -3737 if the fax you receive is incomplete or illegible.
Mama. GA. • Bentonville. AR • Dallas, TX • Fresno. 0A • Nashvilte. TN • 5t. Augustine. FL.
Decl. 31 2001 9:31AM HP LRSERJET 3200
FAX TRANSMITTAL
Date: December 31, 2001
Time:
Distribution: File
To: Tammy
Company: City of College Station
From: Margaret Grissom
Reference: Preliminary Site Plan
FAX No.: 979 - 764 -3496
Project: Kroger Fuel Station
CEI Project No.: 16975.0
Comments:
Per our phone conversation, here is the preliminary site plan for the proposed Kroger Fueling Station.
I look forward to meeting with the city for the pre - development meeting on Wed., at I pm.
Regards,
Margaret C/
Total pages including cover: 3
❑ Please Confirm
❑ No Confirmation Necessary
Size: ® 8 x 11"
❑ 8lh "x14"
❑ Other
P.
amnf\ A' 651W
I.
W IF tA
CEI Engineering Associates, Inc.
12300 Ford Road, Suite 110 - Dallas, Texas 75234
(972) 488 -3737 ' Fax (972) 488 -6732
Please call us immediately at (972) 488 -3737 if the fax you receive is incomplete or illegible.
-at CEI Engineering Associates, Inc.
12300 Ford Road, Suite 110, Dallas, Texas 75234
972.488.3737 • Fax 972.488.6732
TRANSMITTAL LETTER
Date: May 3, 2002, Distribution: File
To: City of College Station Project: Kroger Fueling Station
110 1 Texas Avenue CEI Project No.: 16975.0
College Station, Texas Reference: Site Plan Submittal
979 - 764 -3570
Attn: Jennifer R
We are sending you the following items:
■ Attached Via: FedEx Priority
❑ Fax
❑ Under Separate Cover Via:
Copies:
Date:
No:
Description:
6
05/03/02
Civil, Architectural, and Canopy Plans
1
Sign Permit Application
3
TxDOT Permit Applications with Exhibits — water &drainage
lea
Site Plan and Elevations for Sign Permit
1
Check for Sign Permit - -*In= C11
These are transmitted:
■ For Approval
❑ For Review and Comment
❑ For Your Use
❑ For Bid Due
❑ As Requested
Remarks: Easement package will be separately.
Signature:
Marg et E. Grissom
Title: Project Manager
Atlanta, GA • Bentonville, AR • Dallas, TX • Fresno, CA • Nashville, TN • St. Augustine, FL
LETTER OF TRANSMITTAL
MADISON, INC.
8500 New Sapulpa Road
Tulsa, Oklahoma 74131
(918) 224 -8990
To: City of College Station
1101 Texas Ave
College Station, TX 77842
Attn: Jennifer Reeves
First Class Mail
QExpress Mail
Hand Deliver
=E -Mail
Gentlemen:
We Are Transmitting The Following:
10 Sets of Sealed Permit Drawings.
=Sets of calculations.
=Sets of Approval Drawings.
Date: 000 pZ
Re:
Our Job No.:
Your S.S. NO.:
Location: Kroger
College Station, TX
=Sets of Approved Foundation Drawings.
=Sets of Prints.
=Sets of Reproducibles.
=Sets of Energy Calculations.
=State Certification Letter.
Other or Remarks:
Very truly yours,
cc:
David Bush
04%29/02 14:49 From: Bridgette George 979 - 764 -3095
FAX COVER PAGE
Date: Monday, April 29, 2002 Time: 2:48 PM
To: Margaret Grissom
Fax Phone: 19724886732,,,152
From: Bridgette George
Title: Assistant Development Manager
Company: City of College Station
Address: 1101 Texas Ave
College Station, TX 77840
Fax Phone: 979 - 764 -3496
Phone: 979 - 764 -3570
Subject: Kroger Fueling Station
Message:
Page 1 of 4
o2 - ?P
X030
Q&/oz
I aplogize for the delay in getting these to you, but the fax number on the application was incorrect.
4 pages including cover.
04/29/02 14:49 From: Bridgette George 979 - 764 -3895 Page 2 of 4
CITY OF COLLEGE STATION
DEVELOPMENT SERVICES
1101 Texas Avenue South, PO Box 9960
College Station, Texas 77842
Phone (979) 764 -3570 / Fax (979) 764 -3496
MEMORANDUM
April 29, 2002
4
TO: Margaret Grisson, CEI Engineering Associates, Via fax 972 -488 -6732
FROM: Bridgette George, Assistant Development Manager
SUBJECT: KROGER FUELING STATION (SP) - Site Plan
Staff reviewed the above - mentioned site plan as requested. The following page is a list of
staff review comments detailing items that need to be addressed. Please address the
comments and submit the following information for further staff review and approval of the
plans:
V Six (6) revised sets of construction documents.
Easement Dedication Sheet and required documents.
Please note that the Easement Dedication Sheet and the necessary documents are
required prior to the issuance of a building permit. If there are comments that you are not
addressing with the revised site plan, please attach a letter explaining the details. If you
have any questions or need additional information, please call me at 764 -3570.
Attachments: Staff review comments
cc: Weingarten Realty Investors, Via fax 713- 866 -6049
Curtis Burnett, Via fax 713- 507 -4818
Case file #02- 00500078
NOTE: Any changes made to the plans, that have not been requested by the City of College Station, must be explained in your next
transmittal letter and "bubbled" on your plans. Any additional changes on these plans that have not been pointed out to the
City, will constitute a completely new review.
Page 1 of 3
BP150UO2 City of College Station 10/10/02
Contractor File Changes 08:27:47
Contractor number . . . . . . .
Type information, press Enter.
Name . . . . . . . . . . . . .
Address line 1 . . . . . . . .
Address line 2 . . . . . . . .
Address line 3 . . . . . . . .
Zip code ( F4 ) . . . . . . . .
Phone . . . . . . . . . . . .
Status . . . . . . . . . . . .
Contractor type (F4) . . . . .
Contractor Requirements
COLLEGE STATION REGISTRATION
CS ELECTRICAL LICENSE
STATE LICENSE
1114
JAY & H
JAMES GODWIN
305 BECKLEY
75115 DESOTO TX
972 2232245
A A= Active, I= Inactive, H =Hold
GN GENERAL
Document Number Expiration Date
C -1315 R 9 1102 R
C -1315 R 91102 R
F3 =Exit F4= Prompt FS =Zip code maintenance F12= Cancel
Y
BP160U01 City of College Station
10/10/02
Contractor Miscellaneous Information
Maintenance
8:27:54
Contractor number . . . . . 1114
Contractor name . . . . . . JAY & H
Type information, press Enter.
Display At
Seq Code(F4) Freeform Information
Date
AP PP IN CR
1.00 BPCT DAVID DAVENPORT CAN PULL PERMITS
91101
2.00 BPCT FAX 972 223 1963
91101
_ _ _ _
3.00 BPCT JAMES GODWIN IS THE LICENSE HOLDER
91101
4.00
_ _ _ _
5.00
_ _ _ _
6.00
_ _ _ _
7.00
_ _ _ _
8.00
_ _ _ _
9.00
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More...
F3 =Exit F4= Prompt F12= Cancel
PREDEVELOPMENT MEETING
The purpose of a predevelopment meeting io to meet the City Staff that will be involved
with your development and identify general issues that need further analysis. Along with
the discussion of these major issues, Staff will talk about the development process,
distribute necessary information and discuss what permits will be required for your
particular development. This meeting is in no way a complete review of your project.
Staff will perform a formal thorough review once the minimum requiremento are
submitted for your particular development.
Date of Meeting:
Applicant(s):
r^c r Q. , \.Q.
'�neec�
City Staff present:
Z
Proposal:
CS GS C �)�
Miscellaneous:
Utility Issues:
Water Availability /Capacity:
\,�'`
Sanitary Sewer Availability /Capacity:
UO OT\ �-w �—\
Impact Fees:
Electrical
Fire Hydrant
Miscellaneous:
LandSCaping /5treetscaPC:
5idewalko:
` /
Dumpoter Location:
Signs:
Screening /Buffering:
Variance Requeots: