HomeMy WebLinkAboutPermit D17-0011 - BOEING #9-50 - BOILER PAD AND STACK DEMOLITIONBOEING #9-50
9725 E MARGINAL WAY S
EXPIRED
02/02/18
D17-0011
Parcel No:
Address:
0
City of Tukwila
0
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.gov
DEVELOPMENT PERMIT
0003400018 Permit Number: D17-0011
9725 E MARGINAL WAY S BLDG 9-050 Issue Date: 2/3/2017
Permit Expires On: 8/2/2017
Project Name: THE BOEING COMPANY
Owner:
Name:
Address:
Contact Person:
Name:
Address:
Contractor:
Name:
Address:
License No:
Lender:
Name:
Address:
BOEING COMPANY THE
PO BOX 3707 M/C 20-00 PROPERTY
TAX DEPT, SEATTLE, WA, 98124
JOHN S MURDOCH
PO BOX 3707 MC 46-88 , SEATTLE,
WA, 98124
BOEING COMPANY, THE
100 N RIVERSIDE, M/C 5003-4027 ,
CHICAGO, IL, 60606-1596
BOEINC*294ML
THE BOEING COMPANY
PO BOX 3707 M/C 46-88 , SEATTLE,
WA, 98124
Phone: (253) 740-0214
Phone: (312) 544-2535
Expiration Date: 1/18/2019
DESCRIPTION OF WORK:
DEMO OF EXISTING BOILER PAD AND STACK. INSTALL 30,000 PPH BOILER UNDER SEPARATE PERMIT. REPAIR AND
REPLACE SLAB AND STRUCTURAL PLATFORMS AND ROOF PENETRATIONS. NO SPRINKLER CHANGES
Project Valuation: $385,000.00
Type of Fire Protection:
Sprinklers: YES
Fire Alarm: NO
Type of Construction: IIB
Electrical Service Provided by: TUKWILA
Fees Collected: $7,031.02
Occupancy per IBC: B
Water District: TUKWILA
Sewer District: VALLEY VIEW,TUKWILA
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
International Fuel Gas Code:
2015
2015
2015
2015
2015
National Electrical Code:
WA Cities Electrical Code:
WAC 296-46B:
WA State Energy Code:
2014
2014
2014
2015
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
d
Volumes: Cut: 0 Fill: 0
Number: 0
No
Permit Center Authorized Signature:
afi
Date:
i7
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or loc: .ws r:ulating construction or the performance of work. I am authorized to sign and obtain this
developm : „erm and agree to he conditions attached to this permit.
eiC ,- E(6" e,/' I Date: "
Signatur:.if `"t� J
Print NamL,,,/'
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***BUILDING PERMIT CONDITIONS***
2: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
3: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17,
Table 1705.3.
5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be
done by a Washington Association of Building Official Certified welder.
6: Installation of high-strength bolts shall be periodically inspected in accordance with AISC specifications.
7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete.
8: When special inspection is required, either the owner or the registered design professional in responsible
charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to
the first building inspection. The special inspector shall furnish inspection reports to the Building Official in
a timely manner.
9: A final report documenting required special inspections and correction of any discrepancies noted in the
inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the
approved special inspection agency and shall be submitted to the Building Official prior to and as a
condition of final inspection approval.
10: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
11: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to
any requirements for special inspection.
12: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap
the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks,
wells, and other excavations. Final inspection approval will be determined by the building inspector based
on satisfactory completion of this requirement.
13: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the
City of Tukwila Building Department (206-431-3670).
14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
15: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is
placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice
shall be removed from spaces to be occupied by concrete.
16: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an
approval of, any violation of any of the provisions of the building code or of any other ordinances of the City
of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other
ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction
documents and other data shall not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
17: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center (206/431-3670).
18: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform
strictly with the recommendations given in the soils report. Special inspection is required.
19: Structrual Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work
included in the permit, the structural observer shall submit to the Building Official a written statement that
the site visits have been made and identify any reported deficiencies which, to the best of the structural
observer's knowledge, have not been resolved.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
0301 CONCRETE SLAB
0201 FOOTING
4037 SI -CAST -IN-PLACE
4000 SI -CONCRETE CONST
4046 SI-EPDXY/EXP CONC
4034 SI -METAL PLATE CONN
4028 SI-REINF STEEL -WELD
4035 SI -SOILS
4025 SI -STEEL CONST
4026 SI-STRUCT STEEL
4004 SI -WELDING
0
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TulcwilaWA.gov
Building Permit No. D
Project No.
Date Application Accepted: i 11!
1
Date Application Expires: /I . 11
(For office use on y)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION 9 y)
I
Site Address: 9725 East Marginal Way So
Tenant Name: The Boeing Company
PROPERTY OWNER
Name: The Boeing Company - John S. Murdoch
Address: P.O. Box 3707 M/C 46-88
City: Seattle State: WA Zip: 98124
CONTACT PERSON — person receiving all project
communication
Name: John S. Murdoch - The Boeing Company
Address: P.O. Box 3707 M/C 46-88
City: Seattle State: WA Zip: 98124
Phone: (253) 740-0214 Fax:
Email: john.s.murdoch@boeing.com
GENERAL CONTRACTOR INFORMATION
Company Name: Boeing Company - John S. Murdoch
Address: P.O. Box 3707 M/C 46-88
City: Seattle State: WA Zip: 98124
Phone: (253) 740-0214 Fax:
Contr Reg No.: BOEINC*294ML Exp Date: 01/18/2017
Tukwila Business License No.:
H:\Applications\Fomes-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
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King Co Assessor's Tax No.:
Suite Number: 9-50 Floor: 1
New Tenant: ❑ Yes ®..No
ARCHITECT OF RECORD
Name: John S. Murdoch - The Boeing Company
Company Name: Buffalo Design
City: Seattle State: WA zip: 98124
Architect Name: Chris Carlson
Address: 1520 4th Ave Suite 400
City: Seattle State: WA
Zip: 98101
Phone: (206) 467-6306 Fax:
Email: chris@buffalodesign.com
ENGINEER OF RECORD
Name: John S. Murdoch - The Boeing Company
Company Name: Coffman Engineers
City: Seattle State: WA zip: 98124
Engineer Name: Emery S. Ojala
Address: 1601 5th Ave. Suite 500
City: Seattle State: WA
Zip: 98101
Phone: (206) 623-0717 Fax:
Email: ojala@coffinan.com
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name: John S. Murdoch - The Boeing Company
Address: P.O. Box 3707 M/C 46-88
City: Seattle State: WA zip: 98124
Page 1 of 4
BUILDING PERMIT INFORMATION — 206-431-3670
Valuation of Project (contractor's bid price): $ 385,000
Existing Building Valuation: $ 10,000,000
Describe the scope of work (please provide detailed information):
Demo of existing Boiler Pad & Stack, (Install 30,000 PPH Boiler under separate permit) Repair and Replace Slab & Structural
Platforms and Roof Penetrations. No Sprinkler Changes.
Will there be new rack storage? ❑ Yes
Z.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes Z No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
® Sprinklers ❑ Automatic Fire Alarm 0 None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No
If 'yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:\Applications\Fors-Applications On Line 12011 Applications\Pemvt Application Revised - 8-9-1 l.docx '
Revised: August 2011
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Page 2 of 4
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
lgFloor
46,210
576
II
B
2nd Floor
4,508
3'd Floor
Floors thru
,
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes Z No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
® Sprinklers ❑ Automatic Fire Alarm 0 None 0 Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes No
If 'yes', attach list of materials and storage locations on a separate 8-1/2"x 11 "paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:\Applications\Fors-Applications On Line 12011 Applications\Pemvt Application Revised - 8-9-1 l.docx '
Revised: August 2011
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Page 2 of 4
PUBLIC WORKS PERMIT INFORMATION — 206-433-0179
Scope of Work (please provide detailed information):
D.N.A.
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ ...Tukwila ❑ ...Water District #125
❑ ...Water Availability Provided
0 .. Highline
Sewer District
❑ ...Tukwila 0...Valley View ❑ .. Renton
❑ ...Sewer Use Certificate 0... Sewer Availability Provided
0 .. Renton
❑ .. Seattle
Septic System:
❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department.
Submitted with Application (mark boxes which apply):
❑ ...Civil Plans (Maximum Paper Size— 22" x 34")
0 ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report ❑ ...Traffic Impact Analysis
❑ ...Bond ❑ .. Insurance 0 .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO)
❑ ...Hold Harmless — (ROW)
Proposed Activities (mark boxes that apply):
0 ...Right-of-way Use - Nonprofit for less than 72 hours
❑ ...Right-of-way Use - No Disturbance
0 ...Construction/Excavation/Fill - Right-of-way 0
Non Right-of-way 0
❑ ...Total Cut
❑ ...Total Fill
cubic yards
cubic yards
❑ .. Right-of-way Use - Profit for less than 72 hours
❑ .. Right-of-way Use — Potential Disturbance
❑ .. Work in Flood Zone
❑ .. Storm Drainage
❑ ...Sanitary. Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor
❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization
❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ .. Trench Excavation
❑ ...Traffic Control ' ❑ .. Looped Fire Line ❑ .. Utility Undergrounding
❑ ...Backflow Prevention - Fire Protection
Irrigation
Domestic Water
❑ ...Permanent Water Meter Size... WO #
❑ ...Temporary Water Meter Size .. WO #
❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size
0 ...Sewer Main Extension Public 0 Private 0
❑ ...Water Main Extension Public ❑ Private 0
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
❑ ...Water •❑ ...Sewer ❑ ...Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
Water Meter Refund/Billing:
Name:
Mailing Address:
City
State Zip
Day Telephone:
City
Slate Zip
H:\Applicatiotts\Foms-Applications On Line \2011 Applications\Pemdt Application Revised - 8-9-11.docx
Revised: August 2011
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Page 3 of 4
PERMIT APPLICATION NOTES -
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OCL RY c . THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING
Signatur
Print N
NT:
G %(e/i> Ib $1,14ffle Date:
John S. M doch - The Boeing Company
Mailing Address: P.O. Box 3707 M/C 46-88
01/%!f/201
Day Telephone: (253) 740-0214
Seattle
WA 98124
City
H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9.11.docx
Revised: August 2011
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State Zip
Page 4 of 4
DESCRIPTIONS I ACCOUNT
PermitTRAK
I QUANTITY
PAID
$7,031.02
D17-0011 Address: 9725 E MARGINAL WAY S BLDG 9-050 Apn: 0003400018
$7,031.02
Credit Card Fee
$204.79
Credit Card Fee
R000.369.908.00.00
0.00
$204.79
DEVELOPMENT
$6,625.59
PERMIT FEE
R000.322.100.00.00
0.00
$4,012.78
PLAN CHECK FEE
R000.345.830.00.00
0.00
$2,608.31
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$4.50
TECHNOLOGY FEE
$200.64
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R10733
R000.322.900.04.00
0.00
$200.64
$7,031.02
Date Paid: Friday, February 03, 2017
Paid By: JOHN S MURDOCH
Pay Method: CREDIT CARD 004432
Printed: Friday, February 03, 2017 7:56 AM 1 of 1
CSYSTEMS
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670
Permit Inspection Request Line (206) 438-9350
Project:
Project:,
Q
r _
Type of Inspection:
S 1 - Iilltb, Jr
Address:
972/- E- At
surAG IfY S
Date Calle
Special Instructions:
Date Wanted:
q / 17
Reque ter:
DA t.e
Phone No:
Zo6.71 5---4s-7q
Approved per applicable codes. LJ Corrections required prior to approval.
COMMENTS:
Lis VC77O AJ
(4.4) n N 6-Xfi7 i u' ) -7 /? ibi
Date:
REINSPECTION EE REQUIRED. Prior to next inspection. fee must be
Inspector:
f--/7
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
FILM
BOEING
9-50 Boiler Replacement
Tukwila, Washington
Structural Calculations
November 2016
CEI Project #160533
Boeing Project #W4154398
1
SEATTLE 1 1601 fifth Ave., Suite 900 1 Seattle, WA 98101-1620 ( 206.623.0717
www.coffman.com
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 31 2017
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OP TUKWILA
JAN 17 2017
PERMIT CENTER
•COFFMAN
NGINEERS
BOEING
9-50 BOILER REPLACEMENT
TUKWILA, WASHINGTON
STRUCTURAL DESIGN CALCULATIONS
TABLE OF CONTENTS
SECTION PAGES
STRUCTURAL DESIGN SUMMARY 1
DESIGN CRITERIA 2-3
BOILER FOUNDATION DESIGN 4-10
TRENCH REPAIR DESIGN 11-12
ROOF FRAMING CALCULATIONS 13-28
PLATFORM DESIGN 29-57
EXAHUST STACK LOAD CALCULATIONS 58-63
a
BOEING
9-50 BOILER REPLACEMENT
TUKWILA, WASHINGTON
STRUCTURAL DESIGN CALCULATIONS
Summary
The existing boiler is supported by a concrete pile cap with timber piles. The existing boiler's
flooded weight is greater than the new boiler's flooded weight. A RISA 3D structural analysis
model was used to estimate the load on each pile from the existing boiler and the new boiler.
It was determined that for each pile the demand under the new boiler is less than the existing
boiler.
The slab on grade around the new boiler will be replaced along with a damaged section of
utility trench wall. An access platform for the supply air preheat coil will also be installed.
Penetrations through the roof were required for the supply air duct and boiler exhaust stack.
The exhaust stack will be designed and supplied by the boiler manufacturer.
9-50 Boiler Replacement November 2016 Page 1
BOEING — 9-50 BOILER REPLACEMENT
TUKWILA, WASHINGTON
PROJECT INFORMATION
9-50 AIR INTAKE PLATFORM
STRUCTURAL SYSTEM:
SINGLE STORY STEEL PLATFORM DESIGNED AS A NON -BUILDING STRUCTURE.
STORY ELEVATIONS:
TOP OF PLATFORM TOS = 10'-0"
DESIGN CRITERIA
CODES:
2015 INTERNATIONAL BUILDING CODE WITH LOCAL AMMENDMENTS
DEFLECTION LIMITATIONS:
TOTAL LOAD
LIVE LOAD
L/240
L/360
SNOW LOAD:
NOT APPLICABLE
LIVE LOADS: (PER IBC SECTION 1607)
PLATFORM = 60 psf
DEAD LOADS:
PLATFORM:
SELF WT + 1.8 KIP MECH WEIGHT
1 Revised 11/30/2016
9-50 Boiler Replacement November 2016 Page 2
BOEING — 9-50 BOILER REPLACEMENT
TUKWILA, WASHINGTON
WIND:
NOT APPLICABLE
SEISMIC: (PER IBC SECTION 16 AND ASCE SECTION 11)
RISK CATEGORY II
SITE CLASS E
IMPORTANCE FACTOR, I=1.0
RESPONSE MODIFICATION FACTOR, R = 1.0
SHORT PERIOD SPECTRAL ACCELERATION, Ss = 1.516
ONE SECOND SPECTRAL ACCELERATION, S1 = 0.574
SEISMIC DESIGN CATEGORY D
DESIGN SHORT PERIOD SPECTRAL ACCELERATION Sns = 0.910
DESIGN ONE SECOND SPECTRAL ACCELERATION SD1 = 0.919
STORY DRIFT: (PER ASCE SECTION 12.12.1)
DRIFT WILL NOT EXCEED 0.020 OF THE STORY HEIGHT
MATERIALS
CONCRETE
fc 4,500 psi
NORMAL WEIGHT 145 pcf
CONC REINFORCING STEEL
ASTM A615 GR 60
ASTM A706 GR 60
STEEL
Fy = 60 ksi
Fy = 60 ksi
WIDE FLANGE BEAMS AND COLUMNS ASTM A992
PLATES AND MISC. SHAPES ASTM A36
STRUCTURAL TUBES ASTM A500 GR B
STRUCTURAL BOLTS ASTM A325 UON
ANCHOR BOLTS F1554
Fy = 50 ksi
Fy = 36 ksi
Fy = 46 ksi
2 Revised 11/30/2016
9-50 Boiler Replacement November 2016 Page 3
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SEA.Bl204
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Loads: BLC 2, Boiler
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160533
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Nov 3, 2016 at 12:27 PM
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9-50 Boiler Replacement
November 2016
Page 8
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November 2016
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November 2016
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roof framing.r3d
Roof Framing
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9-50 Boiler Replacement
November 2016
Page 14
AV
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Nov 3, 2016 at 12:34 PM
roof framing.r3d
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9-50 Boiler Replacement
November 2016
Page 15
Loads: BLC 2. Snow
Nov 3, 2016 at 12:34 PM
roof framing.r3d
Roof Framing
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9-50 Boiler Replacement
November 2016
Page 16
Loads: BLC 3, Wind+
Nov 3, 2016 at 12:35 PM
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November 2016
Page 17
M �Y
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Nov 3, 2016 at 12:35 PM
roof framing.r3d
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November 2016
Page 18
wX
Loads: BLC 5, Stack
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Nov 3, 2016 at 12:35 PM
roof framing.r3d
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9-50 Boiler Replacement
November 2016
Page 19
M''Rca
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Nov 3, 2016 at 12:35 PM
roof framing.r3d
Roof Framing
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9-50 Boiler Replacement
November 2016
Page 20
f
Company : CEI Nov 3, 2016
HJO
JobDesigner:
Job Number :160 160
533 Checked By:
T E C H ao- i. a s 1 e s Model Name : Roof Framing
Global
Display Sections for Member Calcs
5
Max Internal Sections for Member Calcs
97
Include Shear Deformation?
Yes
Increase Nailing Capacity for Wind?
Yes
Include Warping?
Yes
Trans Load Btwn Intersecting Wood Wall?
Yes
Area Load Mesh (in^2)
144
Merge Tolerance (in)
.12
P -Delta Analysis Tolerance
0.50%
Include P -Delta for Walls?
Yes
Automatically Iterate Stiffness for Walls?
Yes
Max Iterations for Wall Stiffness
3
Gravity Acceleration (ft/sec"2)
32.2
Wall Mesh Size (in)
24
Eigensolution Convergence Tol. (1.E-)
4
Z
Vertical Axis
Global Member Orientation Plane
XY
Static Solver
Sparse Accelerated
Dynamic Solver
Accelerated Solver
Hot Rolled Steel Code
AISC 14th(360-10): LRFD .
Adjust Stiffness?
Yes(Iterative)
RISAConnection Code
AISC 14th(360-10): LRFD
Cold Formed Steel Code
AISI S100-12: ASD
Wood Code
AF&PA NDS -12: ASD
Wood Temperature
< 100F.
Concrete Code
ACI 318-11
Masonry Code
ACI 530-13: ASD
Aluminum Code
AA ADM1-10: ASD - Building
Number of Shear Regions
4
Region Spacing Increment (in)
4
Biaxial Column Method
Exact Integration
Parme Beta Factor (PCA)
.65
Concrete Stress Block
Rectangular
Use Cracked Sections?
Yes
Use Cracked Sections Slab?
Yes
Bad Framing Warnings?
No
Unused Force Wamings?
Yes
Min 1 Bar Diam. Spacing?
No
Concrete Rebar Set
REBAR SET ASTMA615
Min % Steel for Column
1
Max % Steel for Column
8
RISA -3D Version 13.0.0 [P:\...\...\...\...\5.14 STRUCTURAL\5.14.5 Design Calculations\roof framing.r3d] Page 1
9-50 Boiler Replacement November 2016 - Page 21
Company : CEI
KRIS Designer : HJO
Job Number : 160533
TECHNOLOGIES Model Name : Roof Framing
Nov 3, 2016
Checked By:
Global. Continued
Seismic Code
ASCE 7-10
Seismic Base Elevation (ft)
Not Entered
Add Base Weight?
Yes
Ct X
.02
Ct Z
.02
T X (sec)
Not Entered
T Z (sec)
Not Entered •
RX
3
RZ
3
Ct Exp. X
.75
Ct Exp. Z
.75
SD1
1
SDS
1
S1
1
TL (sec)
5
Risk Cat
I or II
Om Z
1
Om X
1
Rho Z
1
.65
.527
42
1.4
Hot Rolled Steel Properties
Label E fksil G fksi
Nu
Therm (\1E..Densitvfk/ft.. Yieldiksi
R
Fu
1
A992
29000
11154
.3
.65
.49
50
1.1
65
1.1
2
A36 Gr.36
29000
11154
.3
.65
.49
36
1.5
58
1.2
3
A572 Gr.50
29000
11154
.3
.65
.49
50
1.1
65
1.1
4.
A500 Gr.B RND
29000
11154
.3
.65
.527
42
1.4
58
1.3
5
A500 Gr.B Rect
29000
11154
.3
.65
.527
46
1.4
58
1.3
6
A53 Gr.B
29000
11154
.3
.65
.49
35
1.6
60
1.2
7
A1085
29000
11154_
_ .3
.65 _
.49
50
1.4
65
1.3
Hot Rolled Steel Section Sets
1
Label Shape Type Design List
(E)W10x21
W10x22
Beam
Wide Flange
Material Design R... A [in21 lyy [in4] Izz [in4] J [in4j
A36 Gr.36
Typical
6.49
11.4
118
.239
2
(N) C10
C 10x20
Beam
Channel
A36 Gr.36
Joint Coordinates and Temperatures
Typical
5.87
2.8
78.9
.368
Label X fft
Y Ift
Z fft
Tern fF
Detach From Dian...
1
N1
0
20
0
0
2
N2
0
0
0
0
3
N3
6.3
20
0
0
4
N4
6.3
0
0
0
5
N5
14.5
0
0
0
6
N6
14.5
20
0
0
7
N7
21.5
0
0
0
8
N8
21.5
20
0
0
9
N9
-7
0
0
0
10
N10
-7
20
0
0
11
N11
0
10.5
0
0
12
N12
6.3
10.5
0
0
13
N13
14.5
10.5
0
0
14
N14
0
8.5
0
0
15
N15
6.3
8.5
0
0
RISA -3D Version 13.0.0 [P:\...\...\...\...\5.14 STRUCTURAL\5.14.5 Design Calculations\roof framing.r3d] Page 2
9-50 Boiler Replacement
November 2016
Page 22
IA
TEC H N 0 L.0 0 f E S
Company : CEI
Designer : HJO
Job Number : 160533
Model Name : Roof Framing
Nov 3, 2016
Checked By:
Joint Coordinates and Temperatures (Continued)
Label
X fftl Y Iftl
Z fftl
Temp fFl Detach From Diap...
16
N16
14.5
8.5
0
0
Joint Boundary Conditions
Joint Label X fkliin
Y fk/in
Z fk/in
X Rot.fk-ft/radl Y Rot. fk-ft/rad l Z Rot. fk-ft/rad
1
N9
Reaction
Reaction
Reaction
1.776e-15
Reaction
Beam
Wide Flange
2
N2
Reaction
Reaction
Reaction
N1
Reaction
20
(E)W10x21
3
N4
Reaction
Reaction
Reaction .
M3
Reaction
N15
3
4
N5
Reaction
Reaction
Reaction
Typical
Reaction
M4
N12
5
N10
Reaction
(E)W10x21
Reaction
Wide Flange
A36 Gr.36
Typical
5
6
N1
Reaction
6
Reaction
(E)W10x21
Beam
Wide Flange
A36 Gr.36
7
N3
Reaction
N7
Reaction
-.096
-.117
(E)W10x21
Beam
8
N6
Reaction _
7
Reaction
N16
N14
11
Lbyy
9 -
N8
Reaction
A36 Gr.36
Reaction
8
M8
N13
N11
10
N7
Reaction
Reaction
Reaction
A36 Gr.36
Reaction
Member Primary Data
Label I Joint J Joint
K Joint Rotate(de.. Section/Shane Tvoe
Design List
Material Design Rules
1
M1
N9
N10
-.041
1.776e-15
(E)W10x21
Beam
Wide Flange
A36 Gr.36
Typical
2
M2
N2
N1
(E)W10x21
20
(E)W10x21
Beam
Wide Flange
A36 Gr.36
Typical
3
M3
N4
N15
3
M3
(E)W10x21
Beam
Wide Flange
A36 Gr.36
Typical
4
M4
N12
N3
Z
Lateral
(E)W10x21
Beam
Wide Flange
A36 Gr.36
Typical
5
M5
N5
N6
6
8
(E)W10x21
Beam
Wide Flange
A36 Gr.36
Typical
6
M6
N7
N8
-.096
-.117
(E)W10x21
Beam
Wide Flange
A36 Gr.36
Typical
7
M7
N16
N14
11
Lbyy
(N) C10
Beam
Channel
A36 Gr.36
Typical
8
M8
N13
N11
14.5
-
(N) C10
Beam
Channel
A36 Gr.36
Typical
Hot Rolled Steel Design Parameters
Label Shane Len gthfftl Lb ft
Lbzzfft
Lcom to ft LcomD bot ft L -torn... K
Kzz
Cb Functi...
1
M1
(E)W10x21
20
-.041
1.776e-15
Lbw
2
M2
Z
-.096
-.096
Lateral
2
M2
(E)W10x21
20
-.096
-.096
Lbyy
2
4
M2
Z
-.096
Lateral
3
M3
(E)W10x21
8.5
Z
-.096
Lbvv
3
4
6
M2
Z
Lateral
4
M4
(E)W10x21
9.5
M2
Z
Lbyy
-.096
5
6
8
M2
Lateral
5
M5
(E)W10x21
20
9
M2
Lbw
-.096
-.117
7
8
10
Lateral
6
M6
(E)W10x21
20
9
11
Lbyy
Z
-.144
-.124
9
10
Lateral
7
M7
(N) C10
14.5
-
- -
Lbyy
Lateral
8
M8
(N) C10
14.5
Lbw
Lateral
Member Distributed Loads (BLC 6 : BLC 1 Transient Area Loads)
Member Label
Direction Start Maanitudefk/ft.F1 End Maanitudefk/ft.F1 Start Location ft End Location ft
1
M1
Z
-.041
-.041
1.776e-15
20
2
M2
Z
-.096
-.096
8.882e-16
1
3
M2
Z
-.096
-.096
1
2
4
M2
Z
-.096
-.096
2
3
5
M2
Z
-.096
-.096
3
4
6
M2
Z
-.096
-.096
4
5
7
M2
Z
-.096
-.096
5
6
8
M2
Z
-.096
-.096
6
7
9
M2
Z
-.096
-.117
7
8
10
M2
Z
-.117
-.144
8
9
11
M2
Z
-.144
-.124
9
10
12
M2
Z
-.124
-.096
10
11
RISA -3D Version 13.0.0 [P:\...\...\...\...\5.14 STRUCTURAL\5.14.5 Design Calculations\roof framing.r3d] Page 3
9-50 Boiler Replacement
November 2016
Page 23
Company : CEI
Designer :
Job Number : 160 160533
T E C H N. O L O G/ E s Model Name : Roof Framing
Nov 3, 2016
Checked By:
Member Distributed Loads (BLC 6 : BLC 1 Transient Area Loads) (Continued)
Member Label
Direction Start Maanitudefk/ft.F1 End Maonitudefk/ft.F1 Start Location fft.%1 End Locati
13
M2
Z
-.096
-.096
1112
20
14
M2
Z
-.096
-.096
12..
13
15
M2
Z
-.096
-.096
13
14
16
M2
Z
-.096
-.096
14
15
17
M2
Z
-.096
-.096
15
16
18
M2
Z
-.096
-.096
16
17
19
M2
Z
-.096
-.096
17
18
20
M2
Z
-.096
-.096
18
19
21
M2
Z
-.096
-.096
19
20
22
M3
Z
-.095
-.095
2.331e-15
8.5
23
M4
Z
-.101
-.101
0
9.5
24
M5
Z
-.11
-.11
2.665e-15
1
25
M5
Z
-.11
-.11
1
2
26
M5
Z
-.11
-.11
2
- 3
27
M5
Z
-.11
-.11
3
4
28
M5
Z
-.11
-.11
4
5
29
M5
Z
-.11
-.11
5
6
30
M5
Z
-.11
-.11
6
7
31
M5
Z
-.11
-.117
7
8
32
M5
Z
-.117
-.137 _
8
9
33
M5
Z
-.137
-.131
9
10
34
M5
Z
-.131 .,.
-.11
10
11
35
M5
Z
-.11
-.11
11
12
36
M5
Z
-.11
-.11
12
13
37
M5
Z
-.11
-.11
13
14
38
M5
Z
-.11
-.11
14
15
39
M5
Z
-.11
-.11
15
16
40
M5
Z
-.11
-.11
16
17
41
M5
Z
-.11
-.11
17
18
42
M5
Z
-.11
-.11
18
19
43
M5
Z
-.11
-.11
19
20
44
M6
Z
-.041
-.041
3.442e-15
20
Member Distributed Loads (BLC 7 : BLC 2 Transient Area Loads)
Member Label
Direction Start Maanitudefk/ft.F1 End Maanitudefk/ft.F1 Start Locationfft.°
1
M1
Z
-.076
-.076
1.776e-15
20
2
M2
Z
-.178
-.178
8.882e-16
1
3
M2
Z
-.178
-.178
1
2
4
M2
Z
-.178
-.178
2 _
3
5
M2
Z
-.178
-.178
3
4
6
M2
Z
-.178
-.178
4
5
7
M2
Z
-.178
-.178
5
6
8
M2
Z
-.178
-.178
6
7
9
M2
Z
-.178
-.216
7
8
10
M2
Z
-.216
-.267
8
9
11
M2
Z
-.267
-.229
9
10
12
M2
Z
-.229
-.178
10
11
13
M2
Z
-.178
-.178
11
12
14
M2
Z
-.178
-.178
12
13
15
M2
Z
-.178
-.178
13
14
16
M2
Z
-.178
-.178
14
15
17
M2
Z
-.178
-.178
15
16
18.
.- M2 _
Z
-.178
-.178
16
17
19
M2
Z
-.178
-.178
17
18
20
M2
Z
-.178
-.178
18
19
21
M2
Z
-.178
-.178
19
20
RISA -3D Version 13.0.0 [P:\...\...\...\...\5.14 STRUCTURAL\5.14.5 Design Calculations\roof framing.r3d] Page 4
9-50 Boiler Replacement
November 2016
Page 24
Company : CEI
Q � Designer : Job Number 160160 533
r¢ceNo►osIEs Model Name : Roof Framing
Nov 3, 2016
Checked By:
Member Distributed Loads (BLC 7 : BLC 2 Transient Area Loads) (Continued)
Member Label
Direction Start Maanitudefk/ft.F1 End Maanitudefk/ft.F1 Start Location fft.%1 End Location ft
22
M3
Z
-.177
-.177
2.331e-15
8.5
23
M4
Z
-.188
-.188
0
9.5
24
M5
Z
-.204
-.204
2.665e-15
1
25
M5
Z
-.204
-.204
1
2
26
M5
Z
-.204
-.204
2
3
27
M5
Z
-.204
-.204
3
4
28
M5
Z
-.204
-.204
4
5
29
M5
Z
-.204
-.204
5
6
30
M5
Z
-.204
-.204_ . _
6
7
31
M5
Z
-.204
-.216
7
8
32
M5
Z
-.216
-.254
8
9
33
M5
Z
-.254
-.242
9
10
34
M5
Z
-.242
-.204
10
11
35
M5
Z
-.204
-.204
11
12
36
M5
Z
-.204
-.204
12
13
37
M5
Z
-.204
-.204
13
14
38
M5
Z
-.204
-.204
14
15
39
M5
Z
-.204
-.204
15
16
40
M5
Z
-.204
-.204
16
17
41
M5
Z
-.204
-.204
17
18
42
M5
Z
-.204
-.204
18
19
43
M5
Z
-.204
-.204
19
20
44
M6
Z
-.076
-.076
3.442e-15
20
Member Distributed Loads (BLC 8 : BLC 4 Transient Area Loads)
Member Label
Direction Start Maanitudefk/ft.F1 End Maanitudefk/ft.F1 Start Locationfft.%1 End Locationfft.°
1
M1
Z
.101
.101
1.776e-15
20
2
M2
Z
.235
.235
8.882e-16
1
3
M2
Z
.235
.235
1
2
4
M2
Z
.235
.235
2
3
5
M2
Z
.235
.235
3
4
6
M2
Z
.235
.235
4
5
7
M2
Z
.235
.235
5
6
8
M2
Z
.235
.235
6
7
9
M2
Z
.235
.286
7
8
10
M2
Z
.286
.353
8
9
11
M2
Z
.353
.302
9
10
12
M2
Z
.302
.235
10
11
13
M2
- Z
.235
.235
11
12
14
M2 _ :_. _
Z .._
.235
.235
12
13
15
M2
Z
.235
.235
13
14
16
M2
Z
.235
.235
14
15
17
M2
Z
.235
.235
15
16
18
M2
Z
.235
.235
16
17
19
M2
Z
.235
.235
17
18
20
M2
Z
.235
.235
18
19
21
M2
Z
.235
.235
19
20
22
M3
Z
.233
.233
_
2.331e-15
8.5
23
M4
Z
.248
.248
0
9.5
24
M5
Z
.269
.269
2.665e-15
1
25
M5
Z
.269
.269
1
2
26
M5
Z
.269
.269
2
3
27
M5
Z
.269
.269
3
4
28
M5
Z
.269
.269
4
5
29
M5
Z
.269
.269
5
6
30
M5
Z
.269
.269
6
7
RISA -3D Version 13.0.0 [P:\...\...\...\...\5.14 STRUCTURAL\5.14.5 Design Calculations\roof framing.r3d] Page 5
9-50 Boiler Replacement
November 2016
Page 25
7 E C H N OLD 6
E S
Company : CEI
Designer : HJO
Job Number : 160533
Model Name : Roof Framing
Nov 3, 2016
Checked By:
Member Distributed Loads (BLC 8 : BLC 4 Transient Area Loads) (Continued)
Member Label Direction Start Maonitudefk/ft.F1 End Maanitudefk/ft.F1 Start Locationfft.%1 End Location fft.°
31
M5
Z
.269
.286
7
8
32
M5
Z
.286
.336
8
9
33
M5._...
Z
.336
.319
9
10
34
M5
-._ ...
Z
.319
.269
10
11
35
M5
Z
.269
.269
11
12
36
M5
Z
.269
.269
12
13
37
M5
Z
.269
.269
13
14
38
M5
Z
.269
.269
14
15
39
M5
Z
.269
.269
15
16
40
M5
Z
.269
.269
16
17
41
M5
Z
.269
.269
17
18
42
M5
Z
.269
.269
18
19
43
M5
Z
.269
.269
19
20
44
........ .......
M6
_..
Z
.101
.101
3.442e-15
20
Member Distributed Loads (BLC 9 : BLC 3 Transient Area Loads)
Member Label
Direction Start Maanitudefk/ft.F1 End Maanitudefk/ft.F1 Start Locationfft.%1 End Locationrft.°
1
M1
Z
-.037
-.037
1.776e-15
20
2
_ M2
Z
-.086
-.086
8.882e-16
1
3
M2
Z
-.086
-.086
1
2
4
M2
Z
-.086
-.086
2
3
5
M2
Z
-.086
-.0863
4
6
M2
Z
-.086
-.086
4
5
7
M2
Z
-.086
-.086
5
6
8
M2
Z
-.086
-.085
6
7
9
M2
Z
-.085
-.104
7
8
10
M2
Z
-.104
-.128
8
9
11
M2
Z
-.128
-.11
9
10
12
M2
Z
-.11
-.085
10
11
13
M2
Z
-.085
-.085
11
12
14
M2
Z
-.085
-.086
12
13
15
M2
Z
-.086
-.086
13
14
16
M2
Z
-.086
-.086
14
15
17
M2
Z
-.086
-.086
15
16
18
M2
Z
-.086
-.085
16
17
19
M2
Z
-.085
-.085
17
18
20
M2
Z
-.085
-.085
18
19
21
M2
Z
-.085
-.086
19
20
22-.
M3
Z
- -.085
--.085
- 2.331e-15
8.5
23
M4
Z
-.09
-.09
0
9.5
24
M5 "
Z
-.098
-.098
2.665e-15
1
25
M5
Z
-.098
-.098
1
2
26
M5
Z
-.098
-.098
2
3
27
M5
Z
-.098
-.098
3
4
28
M5
Z
-.098
-.098
4 .
5
29
M5
Z
-.098
-.098
5
6
30
_ M5
Z
-.098
-.098
6
7
31
M5
Z
-.098
-.104
7
8
32
M5
Z
-.104
-.122
8
9
33
M5
Z
-.122
-.116
9
10
34
M5
Z
-.116
-.098
10
11
35
M5
Z
-.098
-.098
11
12
36
M5
Z
-.098
-.098
12
13
37
M5
Z
-.098
-.098
13
14
38
M5
Z
-.098
-.098
14
15
39
M5
Z
-.098
-.098
15
16
RISA -3D Version 13.0.0 [P:\...\...\...\...\5.14 STRUCTURAL\5.14.5 Design Calculations\roof framing.r3d] Page 6
9-50 Boiler Replacement
November 2016
Page 26
TECHNOLOGIES
Company : CEI
Designer : HJO
Job Number : 160533
Model Name : Roof Framing
Nov 3, 2016
Checked By:
Member Distributed Loads (BLC 9 : BLC 3 Transient Area Loads) (Continued)
Member Label
Direction Start Maanituderk/ft.F1 End Maanitudefk/ft.F1 Start Location rft,%1 End Location
40
M5
Z
-.098
-.098
16
17
41
M5
Z
-.098
-.098
17
18
42
M5
Z
-.098
-.098
18
19
43
M5
Z
-.098
-.098
19
20
44
M6
Z
-.037
-.037
3.442e-15
20
Joint Loads and Enforced Displacements (BLC 5 : Stack)
Joint Label L.D.M
Direction
Maanituder(k.k-ftl. (in.rad). (k*sA2/f
1
N12
L
Z
-.35
2
N15
L
Z
-.35
Member Area Loads (BLC 1 : Dead)
Joint A Joint B Joint C
Joint D
1
N7
N9
N10
N8
Direction Distribution Magnitude[ksf]
Z
A -B
-.014
Member Area Loads (BLC 2 : Snow)
Joint A Joint B Joint C
Joint D
1
N7
N9
N10
Direction Distribution Magnitude[ksf]
N8 1 Z
A -B
-.025
Member Area Loads (BLC 3 : Wind +1
Joint A Joint B Joint C
Joint D
1
N7
N9
N10
N8
Direction Distribution Magnitude[ksf]
Z
A -B
-.012
Member Area Loads (BLC 4 : Wind -)
Joint A Joint B Joint C
1
N7
N9
N10
Joint D Direction Distribution Magnitude[ksf]
N8
Z
A -B
.033
Basic Load Cases
BLC Description
Cateao
X Gra...Y Gra...Z Gra... Joint Point Distrib..Area(... Surfa
1
Dead
None
Y
-1
1
1
2
Snow
None
1
1
3
Wind +
None
2
S
Yes
Y
1
2
4
Wind -
None
1
5
Stack
None -
2
W-
Yes
Y
6
BLC 1 Transient Area Lo...
None
4
1
44
7
BLC 2 Transient Area Lo...
None
44
4
1.4D
8
BLC 4 Transient Area Lo...
None
1
1.4
44
g
BLC 3 Transient Area Lo...
None
44
Load Combinations
Description S... PDe..SR... BLC Fa... BLC Fa... BLC Fa... BLC Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B
1
D
Yes
Y
1
1
5
1
2
S
Yes
Y
2
1
3
W-
Yes
Y
4
1
4
1.4D
Yes
Y
1
1.4
5
1.4
5
1.2D+1.6S+0.5W
Yes
Y
1
1.2
2
1.6
3
.5
5
1.2
6
0.9D+W
Yes
Y
1
.9
4
1
RISA -3D Version 13.0.0 [P:\...\...\...\...\5.14 STRUCTURAL\5.14.5 Design Calculations\roof framing.r3d] Page 7
9-50 Boiler Replacement November 2016
Page 27
s
Company : CEI
Designer : HJO
Job Number : 160533
Model Name : Roof Framing
Nov 3, 2016
Checked By:
Envelope Joint Reactions
in
X fk
L
Y fk
Z fkl
1
N9
max
0
1
0
1
2.164
5
0
1
0
1
0
1
2
2
min
0
1
0
1
-1.008
3
0
1
0
1
0
1
3N2
max
0
1
0
1
6.644
5
0
1
.004
3
0
1
4
1....H1
min
0
1
0
1
-3.118
3
0
1
-.011
5
0
1
5
N4
max
0
1
0
1
1.98
5
0
1
0
3
0
1
6
16.47
min
0
1
0
1
-.991
3
0
1
0
5
0
1
7
N5
max
0
1
0
1
6.818
5
0
1
.01
5
0
1
8
20.893
min
0
1-
__ 0
1
-3.25
3
0
1
-.004
3
0
1
9
N10
max
0
1
0
1
2.164
5
0
1
0
1
0
1
10
min
0
1
0
1
-1.008
3
0
1
0
1
0
1
11
N1
max
0
1
0
1
6.46
5
0
1
0
1
0
1
12
min
0
1
0
1
-3.045
3
0
1
0
1
0
1
13
N3
max
0
1
0
1
2.342
5
0
1
0
1
0
1
14
min
0
1
0
1
-1.176
3
0
1
0
1
0
1
15
N6
max
0
1
0
1
6.685
5
0
1
0
1
0
1
16
min
0
1
0
1
-3.2
3
_
0
1
0
1
0
1
17
N8
max
0
1
0
1
2.164
5
0
1
0
1
0
1
18
min
0
1
0
1
-1.008
3
0
1
0
1
0
1
19
N7
max
0
1
0
1
2.164
5
0
1
0
1
0
1
20
min
0
1
0
1
-1.008
3
0
1
0
1
0
1
21
Totals:
max
0
1
0
1
39.586
5
22
min
0
1
0
1
-18.81
3
Envelope AISC 14th(360-10): LRFD Steel Code Checks
Member Shaoe Code Check Loc ft LC Shear .. Locfftl Dir LC ohi'Pnc ..nhi'Pnt fklohi'Mn ... ohi'
1
M1
W10x22
.266
10
5
.041
0
v
5
44.712
210.276
16.47
40.72
1••••H1
-lb
2
M2
W10x22
.944
10
5
.126
0
y
5
44.712
210.276
16.47
42.616
1....H1
-lb
3
M3
W10x22
.060
4.25
5
.038
0
v
5
153.947
210.276
16.47
70.2
1....H1
-lb
4
M4
W10x22
.080
4.75
5
.044
0
y
5
142.441210.276
16.47
69.614
1..•
-H1 -1b
5
M5
W10x22
.936
10.2...
5
.129
0
v
5
44.712
210.276
16.47
42.194
1....H1
-lb
6
M6
W10x22
.266
10
5
.041
0
y
544.712
210.276
16.47
40.72
1....H1
-lb
7
M7
C10x20
.257
8.156
5
.021
14.5
v
5
20.893
190.188
5.668
35.505
1...
-H1 -1b
8
M8
C10x20
.292
8.156
5
.024
14.5
v
5
20.893
190.188
5.668
35.571
1....H1
-1b
Material Takeoff
Material
Size
Pi
1
Hot Rolled Steel
2
A36 Gr.36
C10x20
2
29
.6
3
A36 Gr.36
W10x22
6
98
2.2
4
Total HR Steel
.. 8.. _ . _.
127
2.7
Warning Loa
Message
No Data to Print ...
RISA -3D Version 13.0.0 [P:\...\...\...\...\5.14 STRUCTURAL\5.14.5 Design Calculations\roof framing.r3d] Page 8
9-50 Boiler Replacement November 2016 Page 28
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Job no.
9-50 Boiler Replacement
November 2016
SEA -B1204
Page 29
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job no,
9-50 Boiler Replacement
November 2016
Page 30
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date
job no.
9-50 Boiler Replacement
November 2016
SEA -B1204
Page 31
X Y
CEI
HJO
160533
Air Platform
SK -1
Nov 3, 2016 at 11:49 AM
Supply Air Platform.r3d
9-50 Boiler Replacement
November 2016
Page 32
x v
Loads: BLC 1, D
CEI
HJO
160533
Air Platform
SK -2
Nov 3, 2016 at 11:49 AM
Supply Air Platform.r3d
9-50 Boiler Replacement
t
November 2016
Page 33
z
x r
Loads: BLC 2, L
CEI
HJO
160533
Air Platform
SK -3
Nov 3, 2016 at 11:49 AM
Supply Air Platform.r3d
9-50 Boiler Replacement
November 2016
Page 34
X Y
Loads: BLC 3, Ex
CEI
HJO
160533
Air Platform
SK -4
Nov 3, 2016 at 11:50 AM
Supply Air Platform.r3d
9-50 Boiler Replacement
November 2016
Page 35
z
x r
Loads: BLC 4, Ey
CEI
HJO
160533
Air Platform
SK -5
Nov 3, 2016 at 11:50 AM
Supply Air Platform.r3d
9-50 Boiler Replacement
November 2016 '
Page 36
BBRBSA
T E C 11 111 0 L O 0 I E 5
Company : CEI
Designer : HJO
Job Number : 160533
Model Name : Air Platform
Nov 3,2 016
Checked By.
Global
Display Sections for Member Calcs
5
Max Internal Sections for Member Calcs
97
Include Shear Deformation?
Yes
Increase Nailing Capacity for Wind?
Yes
Include Warping?
Yes
Trans Load Btwn Intersecting Wood Wall?
Yes
Area Load Mesh (inA2)
144
Merge Tolerance (in)
.12
P -Delta Analysis Tolerance
0.50%
Include P -Delta for Walls?
Yes
Automatically Iterate Stiffness for Walls?
Yes
Max Iterations for Wall Stiffness
3
Gravity Acceleration (ft/sec^2)
32.2
Wall Mesh Size (in)
24
Eigensolution Convergence Tol. (1.E-)
4
Vertical Axis
Z
Global Member Orientation Plane
XY
Static Solver
Sparse Accelerated
Dynamic Solver
Accelerated Solver
Hot Rolled Steel Code
AISC 14th(360-10): LRFD
Adjust Stiffness?
Yes(Iterative)
RISAConnection Code
AISC 14th(360-10): LRFD
Cold Formed_Steel Code
AISI S100-12: ASD
Wood Code
AF&PA NDS -12: ASD
Wood Temperature
< 100F
Concrete Code
ACI 318-11
Masonry Code
ACI 530-13: ASD
Aluminum Code
AA ADM1-10: ASD - Building
Number of Shear Regions
4
Region Spacing Increment (in)
4
Exact Integration
Biaxial Column Method
Parme Beta Factor (PCA)
.65
Concrete Stress Block
Rectangular
Use Cracked Sections?
Yes
Use Cracked Sections Slab?
Yes
Bad Framing Warnings? '
No
Unused Force Wamings?
Yes
Min 1 Bar Diam. Spacing?
No
Concrete Rebar Set
REBAR SET_ASTMA615
Min % Steel for Column
1
Max % Steel for Column
8
RISA -3D Version 13.0.0 [P:\...\...\...\...\...\5.14.5 Design Calculations\Supply Air Platform.r3d] Page 1
9-50 Boiler Replacement November 2016 Page 37
TECHNOLOGIES
Company : CEI
Designer : HJO
Job Number : 160533
Model Name : Air Platform
Nov 3, 2016
Checked By.
Global, Continued
Seismic Code
ASCE 7-10
Seismic Base Elevation (ft)
Not Entered
Add Base Weight?
Yes
CtX
.02
Ct Z
.02
T X (sec)
Not Entered
T Z (sec)
Not Entered
RX
3
RZ
3
Ct Exp. X
.75
Ct Exp. Z
.75
SD1
1
SDS
1
S1
1
TL (sec)
5
Risk Cat
1 or l l
OmZ
1
A500 Gr.B RND
29000
RhoZ
1
RhoX
1
42
1.4
Hot Rolled Steel Properties
Label E lksil G rksi
Nu
Therm (\1E..Densitvrk/ft... Yieldrksi
R
Fulks
Rt
1
A992 I
29000
11154
.3
.65
.49
50
1.1
65
1.1
2
A36 Gr.36
29000
11154
.3
.65
.49
36
1.5
58
1.2
3
A572 Gr.50
29000
11154
.3
.65
.49
50
1.1
65
1.1
4
A500 Gr.B RND
29000
11154
.3
.65
.527
42
1.4
58
1.3
5
A500 Gr.B Rect
29000
11154
.3
.65
.527
46
1.4
58
1.3
6
A53 Gr.B
29000
11154
.3
.65
.49
35
1.6
60
1.2
7
A1085
29000
11154
.3
.65
.49
50
1.4
65
1.3
Hot Rolled Steel Section Sets
Label
Shane T
Design List
Material Design R... A rin2l Ivvfin4l Izzrin4l J fin4
1. -
--MF Column
HSS5x5x4
Column
SquareTube
Aso°Gr.B Rect
Typical
4.3
16
16
25.8
2 '
Beam
W10x19
Beam
Wide Flange
Wide Flange
A992
A992
Typical
Typical
5.62
6.88
4.29
10
96.3
48.5
.233
28.5
3
MF Beam
HSS8x3x6
Beam
Joint Coordinates and Temperatures
Label
x
Y fft
Z rft
Tema rF
Detach From Diaa...
1
N1
-.5
0
0
0
2
N2
-.5
8
0
0
I
3
N3
4
0
0
0
4
N4
4
8
0
0
5
N5
-.5
0
10
0
6
N6
-.5
8
10
0
7
N7
4
0
10
0
8
N8
4
8
10
0
9
N9
-.5
1.875
- 10
0
RISA -3D Version 13.0.0 [P:\...\...\...\...\...\5.14.5 Design Calculations\Supply Air Platform.r3d] Page 2
9-50 Boiler Replacement
November 2016
Page 38
hRs
TECHNOLOGIES
Company : CEI
Designer : HJO
Job Number : 160533
Model Name : Air Platform
Nov 3, 2016
Checked By.
Joint Coordinates and Temperatures (Continued)
Label X [ft] Y [ft]
Z[ft
Temp jF
Detach From Diao...
10
N10
-.5
6.375
10.
0
MF Column
11
N11
4
1.875
10
0
Reaction
12
N12
4
6.375
10
0
Reaction
13
N13
1.75
1.875
10
0
4
14
N14
1.75
6.375
10
0
N4
15
N15
5.8
0
10
0
Rech
16
N16
5.8
8
10
0
17
N17
-.5
4.125
10
0
M6
18
N18
4
4.125
10
_ 0
Wide Flange
19
N19
5.8
1.875
10
0
20
N20
5.8
6.375
10
0
8
21
N21
5.8
4.125
10
0
Beam
22
N22
.54
1.875
10
0
N9
23
N23
.54
6.375
10
0
M10
Joint Boundary Conditions
Joint Label X An
Y /in
Z fk/in
X Rot.fk-ft/radl Y Rot.(k-ft/radl Z Rot.fk-ft/rad
Footin
1
N4
Reaction
Reaction
Reaction
90
MF Column
Column
SquareTube
2
N2
Reaction
Reaction
Reaction
MF Column
90
MF Column
Column
3
N1
Reaction
Reaction
Reaction
N3
N7
3
90
4
N3
Reaction
Reaction
Reaction
4
M4
N4
N8
Member Primary Data
Label I Joint J Joint
K Joint Rotate de Section/Sha
T
Desion List
Material
Design Rules
1
M1
N2
N6
(
90
MF Column
Column
SquareTube
A500 Gr.B Recti Typical
2
M2
N1
N5
MF Column
90
MF Column
Column
SquareTubeA500Gr.B
Rect
Typical
3
M3
N3
N7
3
90
MF Column
Column
SguareTubeA5000r.B
Rect
Typical
4
M4
N4
N8
90
MF Column
Column
SquareTubeA5000r.B
Rech
Typical
5
M5
N8
N6
MF Beam
Beam
Wide Flange
A992
1 Typical
6
M6
N5
N6
MF Beam
Beam
Wide Flange
A992
1 Typical
7
M7
N7
N8
MF Beam
Beam
Wide Flange
A992
1 Typical
8
M8
N7
N5
MF Beam
Beam
Wide Flange
A992
A992 .
Typical
Typical
9
- -M9
N11
N9
Beam
Beam
Wide Flange
10
M10
N12
N10
Beam
Beam
Wide Flange
A992
1 Typical
11
M11
N15
NT
MF Beam
Beam
Wide Flange
A992
Typical
12
M12
N16
N8
MF Beam
Beam
Wide Flange
A992
Typical
13
M13
N15
N16
Beam
Beam
Wide Flange
A992
Typical
14
M14
N18
N17
Beam
Beam
Wide Flange
A992
Typical
15
M15
N19
N11
Beam
Beam
Wide Flange
A992
1 Typical
16
M16
N21
N18
Beam
Beam
Wide Flange
A992
1 Typical
17
M17
N20
N12
Beam
Beam
Wide Flange
A992
Typical
Hot Rolled Steel Design Parameters
Label Shape Len gthfftl Lb
Lbzz
Lcomo to ft Lcomo bot ft L -tors... K
Kzz
Cb Functi...
1
M1
MF Column
10
(
Lateral
2
M2
MF Column
10
Lateral
3
M3
MF Column
10
Lateral
RISA -3D Version 13.0.0 [P:\...\...\...\...\...\5.14.5 Design Calculations\Supply Air Platform.r3d] Page 3
9-50 Boiler Replacement
November 2016
Page 39
T E C H N O L O G I E S
Company : CEI
Designer : HJO
Job Number : 160533
Model Name : Air Platform
Nov 3, 2016
Checked By.
Hot Rolled Steel Design Parameters (Continued)
Label Shape Len gthfftl Lbvvfftl Lb ft Lcomp to ft Loom a bot ft L -torn... K
Kzz
Cb Functi...
4
M4
MF Column
10
0
0
2
M7
X
.2 I .2
0
0
Lateral
5
M5
MF Beam
4.5
0
0
Lbyy
M12
Y .254
.254
0
0
Lateral
6
M6
MF Beam
8
Z
-.005
LbyyLateral
4.441e-16
1.8
6
M12
Z
-.005
7
M7
MF Beam
8
M14
Z
Lbyy
-.014
.09
4.5
8
M15
Lateral
8
M8
MF Beam
4.5
9
M16
Lbyy
Lbyy
-.015
-.015
5.551e-17
1.8
10
Lateral
Lateral
9
M9
Beam
4.5
1.8
10
M10
Beam
4.5
Lbyy
Lateral
11
M11
MF Beam
1.8
Lbyy
Lateral
12
M12
MF Beam
1.8
Lateral
13
M13
Beam
8
Lbyy
Lateral
14
M14
Beam .
4.5
Lbw
Lateral
15
M15
Beam
1.8
Lbyy
Lateral
16
M16
Beam
1.8
Lbyy
Lateral
17
M17
Beam
1.8
Lbyy
Lateral
Member Distributed Loads (BLC 3 : Ex)
Member Label
Direction Start Magnitudefk/ft.F1 End Maanitudefk/ft.F1 Start Location fft.%
End Location fft.%
1
M6
X
.2 .2
0
0
2
M7
X
.2 I .2
0
0
Member Distributed Loads (BLC 4 : Ey)
Member Label
Direction Start Maonitudefk/ft.F1 End Maanitudefk/ft.F1 Start Location fft.%
End Location tft.%
1
M8
Y
.254 I .254
0
0
2
M5
Y
.254
.254
0
0
3
M11
Y I .254
.254
0
0
4
M12
Y .254
.254
0
0
Member Distributed Loads (BLC 5 : BLC 1 Transient Area Loads)
Member Label
Direction Start Magnitudefk/ft.F1 End Magnitudefk/ft.F1 Start Location fft.%1 End Locationfft.%
1
M5
Z
-.005
-.005
.09
4.5
2
M8
Z
-.005
-.005
.09 ,
4.5
3
M9
Z
-.019
-.019
.09
4.5
4
M10
Z
-.014
-.014
.09
4.5
5
M11
Z
-.005
-.005
4.441e-16
1.8
6
M12
Z
-.005
-.005.
0
1.8
7
M14
Z
-.014
-.014
.09
4.5
8
M15
Z
-.02
-.02
2.776e-16
1.8
9
M16
Z
-.015
-.015
5.551e-17
1.8
10
M17
Z
-.015
-.015
4.996e-16
1.8
Member Distributed Loads (BLC 6 : BLC 2 Transient Area Loads)
Member Label
Direction Start Maanitudefkin .F1 End Magnitudefk/ft.F1 Start Location fft.%1 End Location fft.%
1
M5
Z
-.083
-.083
.09
4.5
2
M8
Z
-.083
-.083
.09
4.5
3
M9
Z
-.333
-.333
.09
4.5
4
M10
Z
-.25
-.25
.09
4.5
5
M11
Z
-.088
-.088
4.441e-16
1.8
6
M12
Z
-.087
-.087
0
1.8
7
M14
Z
-.25
-.25
.09
4.5
RISA -3D Version 13.0.0 [P:\...\...\...\...\...\5.14.5 Design Calculations\Supply Air Platform.r3d]
9-50 Boiler Replacement
November 2016
Page 4
Page 40
hR!S
TECHNOLOGIES
Company : CEI
Designer : HJO
Job Number : 160533
Model Name : Air Platform
Nov 3, 2016
Checked By.
Member Distributed Loads (BLC 6 : BLC 2 Transient Area Loads) (Continued)
Member Label
8
M15
Direction Start Magnitude[k/ft,F] End Magnitude[k/ft,F] Start Location[ft,%] End Location[ft %]
35 1.8
Z
-.35
2.776e-16
9
M16
Z
-.262
-.262
5.551e-17
1.8
10
M17
Z
-.263 1 -.263
4.996e-16
1.8
Joint Loads and Enforced Displacements (BLC 1 : D)
Joint Label
L.D.M
Direction
Maanitude((k.k-ft1. in rad (k's^2/f...
2 N13 L Z -.9
3
Joint Loads and Enforced Displacements (BLC 3 : Ex)
Joint Label
L. D
Direction
Maanitude((k.k-ft1. in rad k`s^2/f
1
N19
L
Z
-.3
2
N20
L
Z
-.3
3
N20
L
Z
-.3
4
N19
L
Z
-.3
5
N22
L
Z
-.3
6
N23
L
Z
-.3
Joint Loads and Enforced Displacements (BLC 3 : Ex)
Joint Label
L. D
Direction
Maanitude((k.k-ft1. in rad k`s^2/f
1
N19
L
Z
-.3
2
N20
L
Z
-.3
3
N22
L
Z
.3
4
N23
L
Z
-.4
Joint Loads and Enforced Displacements (BLC 4 : Ey)
Joint Label L
Direction
Maanitude[(k.k-ft). in rad (k*s^2/f...
1N19
D
L
Z
.4
2
N22
L
Z
.4
3
N20
L
Z
-.4
4
N23
L
Z
-.4
Member Area Loads (BLC 1: D)
Joint A Joint B Joint C Joint D Direction Distribution Magnitude[ksfi
1
N16
N15
N5
N6
Z 1 A -B
-.007
Member Area Loads (BLC.2 : L)
Joint A
Joint B
Joint C
Joint D Direction Distribution Magnitude[ksf]
1
N16
N15
N5
N6
Z
A -B
-.125
Basic Load Cases
BLC Description
Cate or
X Gra...Y Gra...Z Gra... Joint Point Distrib..Area(... Surfac...
1
D
None
-1
6
1
2
L
None
1
3
Ex
None
4
2
4
Ey
None
4
4
5
BLC 1 Transient Area Lo...
None
10
6
BLC 2 Transient Area Lo...
None
10
RISA -3D Version 13.0.0 [P:\...\...\...\...\...\5.14.5 Design Calculations\Supply Air Platform.r3d] Page 5
9-50 Boiler Replacement November 2016
Page 41
IIRHS
TECHNOLOGIES
Company : CEI
Designer : HJO
Job Number : 160533
Model Name : Air Platform
Nov 3, 2016
Checked By.
Load Combinations
Des criation S... PDe..SR... BLC Fa... BLC Fa... BLC Fa... BLC Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa... B... Fa...
1
D Yes
Y
1
1
2
L f Yes
Y
2
1
3
D+L Yes
Y
1
1
2
1
4
1.4D
Yes
Y
1
1.4
5
1.2D+1.6L
Ves
Y
1
1.2
2
1.6
6
1.4D+L+Ex+0.3Ey
fres
Y
1
1.2
2
1.6
3
1.3
4
.39
7
1.4D+L+Ex-0.3Ey
Yes
Y
1
1.2
2
1.6
3
1.3
4
-.39
8
1.4D+L-Ex+0.3Ey
Yes
Y
1
1.2
2
1.6
3
-1.3
4
.39
9
1.4D+L-Ex-0.3EyYes
Y
1
1.2
2
1.6
3
-1.3
4
-.39
10
1.4D+L+Ey+0.3Ex
Yes
Y
1
1.2
2
1.6
3
.39
4
1.3
11
1.4D+L+Ey-0.3Ex
Ves
Y
1
1.2
2
1.6
3
-.39
4
1.3
12
1.4D+L-Ey+0.3Ex
Yes
Y
1
1.2
2
1.6
3
.39
4
-1.3
13
1.4D+L-Ey-0.3ExYes
Y
1
1.2
2
1.6
3
-.39
4
-1.3
14
0.4D+Ex+0.3Ey
Yes
Y
1
.4
3
1.3
4
.39
15
0.4D+Ex-0.3Ey
Yes
Y
1
.4
3
1.3
4
-.39
16
0.4D-Ex+0.3Ey IYes
Y
1
.4
3
-1.3
4
.39
17
0.4D-Ex-0.3Ey
Yes
Y
1
.4
3
-1.3
4
-.39
18
0.4D+Ey+0.3Ex
Yes
Y
1
.4
3
.39
4
1.3
19
0.4D+Ey-0.3Ex
Yes
Y
1
.4
3
-.39
4
1.3
20
0.4D-Ey+0.3Ex
Ves
`y"
1
.4
...._
3
.39
4
-1. 3
-
_
_
_
__.
_... _
_
21
0.4D-Ey-0.3Ex lNYes
Y
1
.4
3
-.39
4
-1.3
22
1.14D+0.7Ex+0.3Ey
Yes
Y
1
1.14
3
.91
4
.27
23
1.14D+0.7Ex-0.3Ey
Yes
Y
1
1.14
3
.91
4
-.27
24
1.14D-0.7Ex+0.3Ey
Yes
Y
.._..
1
1:14
...-
3
-.91
4
.27
25
1.14D-0.7Ex-0.3Ey
Ves
Y
1
1.14
3
-.91
4
-.27
26
1.140+0.7Ey+0.3Ex
Yes
Y
1
1.14
3
.27
4
.91
27
1.14D+0.7Ey-0.3Ex
Yes
Y
1
1.14
3
-.27
4
.91
28
1.14D-0.7Ey+0.3Ex
es
Y
1
1.14
3
.27
4
-.91
29
1.14D-0.7Ey-0.3Ex
Yes
Y
1
1.14
3
-.27
4
-.91
30
1.14D+0.75L+0.525..
es
Y
1
1.14
2
.75
3
183
4
.21
31
1.14D+0.75L+0.525..Yes
Y
1
1.14
2
.75
3
.683
4
-.21
32
1.14D+0.75L-0.525...
es
Y
1
1.14
2
.75
3
-.6...
4
.21
33
1.14D+0.75L-0.525...Yes
Y
1
1.14
2
.75
3
-.6...
4
-.21
34
1.14D+0.75L+0.525..Yes
Y
1
1.14
2
.75
3
.21
4
.683
35
1.14D.+0.75L+0.525..Yes
Y
1
1.14
2
.75
3
-.21
4
.683
36
1.14D40.75L-0.525...Yes
Y
1
1.14
2
.75
3
.21
4
-.6...
37
1.14D+0.75L-0.525...Yes
Y
1
1.14
2
.75
3
-.21
4
-.6...
38
0.46D+0.7Ex+0.3EyYes
Y
1
.46
3
.91
4
.27
39
0.46D+0.7Ex-0.3Ey
Yes
Y
1
.46
3
.91
4
-.27
40
0.46D-0.7Ex+0.3Ey
Yes
Y
1
.46
3
-.91
4
.27
41
0.46D-0.7Ex-0.3Ey
Ves
Y
1
.46
3
-.91
4
-.27
42
0.46D+0.7Ey+0.3Ex
Yes
Y
1
.46
3
.27
4
.91
43
0.46D+0.7Ey-0.3Ex
[Yes
Y
1
.46
3
-.27
4
.91
44
0.46D-0.7Ey+0.3Ex
Yes
Y
1
.46
3
.27
4
-.91
45
0.46D-0.7Ey-0.3Ex
Yes
Y
1
.46
3
-.27
4
-.91
46
Ex
Yes
Y
3
1
RISA -3D Version 13.0.0 [P:\...\...\...\...\...\5.14.5 Design Calculations\Supply Air Plafform.r3d] Page 6
9-50 Boiler Replacement November 2016
Page 42
TECHNOLOGIES
Company : CEI
Designer : HJO
Job Number : 160533
Model Name : Air Platform
Nov 3,2016
Checked By.
Envelope Joint Reactions
Joint
X
LC
y
LC
Z f kl LC MX f k-ftl LC
MY fk-ft
LC MZ f k-ftl LC
1
N4
max
1.159
8
1.196
21
11.667
6
0
1
0
1
0
1
2
2
min
-t013
15
-1.233
11
-5.219
17
0
1
0
1
0
1
3
N2
max
1.005
8
.993
20
9.007
8
0
1
0
1
0
1
4
min
-1.247
7
-1.035
10
-5.719
15
0
1
0
1
0
1
5
N1
max
1.005
9
1.036
12
8.999
9
0
1
0
1
0
1
6
y
y
min
-1.247
6
-.995
18
-5.706
14
0
1
0
1
0
1
7
N3
max
1.158
9
1.232
13
11.717
7
0
1
0
1
0
1
8
0
min
-1.015
14
-1.197
19
-5.215
16
0
1
0
1
0
1
9
Totals:
max
4.16
17
4.161
12
16.28
5
1----H1-1b
10
M10
W10x19
.036
10
min
-4.16
14
-4.161
10
0
46
81
1.---H1-1b
11
M11
HSS8x3x6
Envelope AISC 14th(360-10): LRFD Steel Code Checks
Member Shape Code Check Loc ft LC Shear ...Loc ft Dir LC phi*Pnc ...phi*Pnt L.Dhi*Mn ... phi*Mn ... Cb Eon
1
M1
HSS5x5x4
.644
10
11
.024
0
y
7
137.218
178.02
26.255
26.255
1--..H1-lb
28.6
2
M2
HSS5x5x4
.644
10
10
13
13
.024
.027
0
0
y
z
6
12137.218
137.218
178.02
178.02
26.255
26.255
26.255
26.255
1....H1
1---.H1-lb
-1b
3
M3
HSS5x5x4
.748
4
M4
HSS5x5x4
.747
10
11
.027
0
z
10137.218
178.02
26.255
26.255
1--.H1-lb
5
M5
HSS8x3x6
.263
0
7
.053
0
y
7
267.359
309.6
29.55
60.375
2---.H1-lb
6
M6
HSS8x3x6
.224
8
11
.045
0
y
y
13194.742.309.6_.
_29.55.
60.375
1--..H1-lb
7
M7
HSS8x3x6
.252
0
13
.049
0
13194.742
309.6
29.55
60.375
1----H1-lb
8
M8
HSS8x3x6
.263
0
6
.053
0
y
6
267.359
309.6
29.55.
60.375
2....H1
-lb
9
M9
W10x19
.040
2.2513
.035
4.5
y
13
191.27
252.9
12.563
81
1----H1-1b
10
M10
W10x19
.036
2.2511
.030-
4.5
y
11
191.27
252.9
12.563
81
1.---H1-1b
11
M11
HSS8x3x6
.077
1.8
6
.019
1.8
z
13302.418
309.6
29.55
60.375
1.---H1-1b
12
M12 -
HSS8x3x6
.077
1.8
7
.019
1.8
z
11302.418
309.6
29.55
60.375
1----H1-1
b
13
M13
W10x19
.084
4.083
7
.021
8
y
6
104.61
252.9
12.563
61.769
1....H1
-lb
14
M14
W10x19
.014
2.25
6
.014
4.5
1.8
y
y
10
9
191.27
239.6
252.9
252.9
12.563
12.563
81
81
1---H1-lb
1....H1
-lb
15
M15
W10x19
.004
.9
10
.015
16
M16
W10x19
.003
.9
6
.012
1.8
y
10
239.6
252.9
12.563
81
1.---H1-1b
17
M17
W10x19
.003
.9
12
.014
1.8
y
13
239.6
252.9
12.563
81
1....H1
-lb
Material Takeoff
Material
Size
Pieces
Len athfft
Wei ohtEK
1
Hot Rolled Steel
2
A500 Gr.B Rect
HSS5x5x4
4
40
.6
3
A992
HSS8x3x6 I 6
28.6
.7
4
A992
W10x19 7
26.9
.5
5
Total HR Steel
I 17
95.5
1.8
Warning Log
Message
No Data to Print ...
RISA -3D Version 13.0.0 [P:\...\...\...\...\...\5.14.5 Design Calculations\Supply Air Platform.r3d] Page 7
9-50 Boiler Replacement November 2016
Page 43
Rectangular HSS Moment Connection
Location: Typical moment connection
Chord geometry
HSS5x5x5/16
it3 = 5in
rrH:= 5in
t:= 0.291in,
U:_ 0.6
Material properties
FY •= 46ksi
Fyb := 46ksi
Fu •= 58ksi
Fub:= 58ksi
Loading
Vuy:= 6.2kip
Vux : 1.1kip
P�:= 0.3kip1
Limits -of applicability
— <35= 1
t
H<_35=1
t
Bb Z 0.25 = 1
B
Branch geometry
HSS8x3x3/8
Bb:= 3ini
Hb:
tb:= 0.349in
tVPe:_ "T„i
Zb:— 16.14)3
FEXX ••= 70ks
29000k1i
Mux := 14.3kip• ft IN PLANE
Muy.••= 1.3kip• f OUT OF PLANE
J
Hb Hb
_0:5 <_ — A — < 2.0 = 0
Bb Bb
Fy < 52ksi A Fyb < 52ksi = 1
Fs,
< 0.8 A Fyb < 0.8 = 1
Fu Fub
Branch(es) under Iri-Plane Bending
T- and Cross -Connections
tatb Bb
f
M1-1
1Branch(es) under Out -of -Plane Bending
T- and Cross -Connections
— < min35,1.25 1=1
Bb E
tb Fyb J
—<min 35,1.25• =1
Hb E
tb Fyb
0.5< H A H <2.0= 1
B B
Imo.. �.9II
In -Plane Bending
3:= Bb = 0.6 7hss B — 8.591 Qf:= min I = 0.9
B (2 t)C1.3 — 0.4• , 1 i
A OF AN
NGI'NEERS
project: 9-50 Boiler
subject: TIP HSS Connection
client: Boeing
by: HJO
date: 11/3/2016
job no.: 160533
9-50 Boiler Replacement
November 2016
Page 44
Chord Wall Plastification
Hb
'0:= = 1.6
1
Mn_cwp:= Fy. t2'Fib' 2.7.1C + 2
2•
"NA" otherwise
�cwp := 1.0
+ /1 a1 C, if �i<_0.85 = 17.47ft•kip
DCR:= "NA" on error Mux = 0.819
Ocwp' Mn_cwp
Sidewall Local Yielding
F'y:= 1 Fy if type = "T" = 46 ksi
(Fy 0.85) otherwise
Mn_sly 0.5• F'y t• (Hb + 5. t)2 if 13 > 0.85 = "NA"
"NA" otherwise
DCR:= "NA" on error Mux — "NA"
(1)sly' Mn_sly
Uneven Load Distribution
Fy t
beoi:= min 10 Bb, Bj = 1.456• in
B Fyb• tb )
t J
Mn_uld := Fyb Zb — 1 — beoi Bb.Hb td� if 13 > 0.85 = "NA"
BbJ
'NA" otherwise
1.2uid 0.95.
ux
DCR := "NA" on error - "NA"
4uld. Mn uld
Governing In Plane Strength
4Mn_ip:= min(4siy. Mn_sly' Ould' Mn_uid)
4)cwp' Mn_cwp otherwise
if (3 > 0.85 = 17.47 ft•kip
ACOFMAN
NEIN EER S
project: 9-50 Boiler
subject: TYP HSS Connection
client: Boeing
by: HJO
date: 11/3/2016
job no.: 160533
9-50 Boiler Replacement
November 2016
Page 45
Out of Plane
Chord Wall Plastification
2 0.5 Hb•(1+ (i) I2.B•Bb•(1 + On
Mn_cwp := Fy. t - ( 1 — 13)
"NA' otherwise
J Qf if 13 < 0.85 = 7.875 ft•kip
1—p
DCR := "NA" on error
uY
It'cwp' Mn_cwp
— 0.165
Sidewall Local Yielding
Mn_sly:= [F'yt•(B—t)•(Hb +5•t)] if p>0.85 ="NA"
"NA" otherwise
OCR : "NA" on error
4sly Mn_sly
Uneven Load Distribution
Mn_uld•
1
2 1
Fyb• Zb — 0.5. 1 — beoi Bbl• t11 if 13 > 0.85 = "NA"
Bb J J
"NA' otherwise
DCR := "NA" on error MUX— "NA"
4uld. Mn uld
Chord Distortional Failure
Mncdf 2 F. t [Hb• t + VB. H t B+ H�] = 24.223 ft•kip
[43cdf:= 1.0
DCR: MuY — 0:054
4cdf Mn cdf
Governing Out of Plane Strength
it'Mn_op:= min(4'cdf Mn cdf' 4cwp• Mn_cwp) if 13 < 0.85
min(4cdf Mn_cdf, 4sly' Mn_sly' (t'uld' Mn_uld) otherwise
= 7.875 ft•kip
COFFMAN
N G 1 N EER S
project: 9-50 Boiler
subject: TYP HSS Connection
client: Boeing
by: HJO
date: 11/3/2016
job no.: 160533
9-50 Boiler Replacement
November 2016
Page 46
Axial Strength
Chord Wall Plastification
T-, Y and Cross -Connections
Pnp
cw – Fy. t
2.7.1+4
11
Qf if 13 <_ 0.85 = 50.219 kip t. rHb
2[(1–p) J1–(3_I
"NA' otherwise
FP/>8b
4cwp = 1
DCR:= "NA" on error
–5.974x 10 3
(1)cwp•Pn_cwp
Shear Yielding
min(5—� ,131=0.349
ryhss
13eop:=
Pn_sy:= 0.6• Fy• t• B. (2. + 2• Nob) if [0.85 < R n 0 –
"NA" otherwise
=095
Ls.Y• _�
OCR :_ "NA" on error – "NA"
4sy Pn_sy
Chord Sidewall Local Yielding
Pn_csly:= 12' Fy• t• (5. t + Hb) if 13 = 1.0 = "NA"
"NA" otherwise
IOcsly 1.0
DCR := "NA" on error – "NA"
4cwp. Pn_csly
Sidewall Local Crippling
Pn slc
AM
`49r/
1
7hss
1
if 3= 1.0
2 3•Hb 1
1.6t 1 + H – 3 t J E• FY• Qf if type = "T"
48 t3 1
E Fy Qf otherwise
H -3•t)
"NA' otherwise
;sic 0.75 if type = "T = 0.75
0.9 otherwise
DCR:= "NA" on error
slc' Pn slc
– "NA"
Not present for
T- or Y- connection
v < 10 = "NA"
= "NA"
ASOFFMAN
project: 9-50 Boiler
subject: TYP HSS Connection
client: Boeing
by: HJO
date: 11/3/2016
job no.: 160533
9-50 Boiler Replacement
November 2016
Page 47
Uneven Load Distribution
Pn _uld := I Fyb •tb . (2Hb +2•beoi — 4 tb) if (3>0.85 ="NA"
"NA" otherwise
Ould := °.95
Governing Axial Strength
Pn1
min(cOuld. Pn_uldOslc' Pn_slc' Ocwp' Pn_csly)
min(Ocwp. Pn_cwp) if (3 <_ 0.85
Ould' Pn uld
(I)Pn:= cPn1
Combined
on error
otherwise
if (3 = 1.0 = 50.219 kip
min(4)Pn1 , Ow' Pn_sy) = 50.219 kip
4 NMAN
N G I N EER S
project: 9-50 Boiler
subject: TYP HSS Connection
client: Boeing
by: HJO
date: 11/3/2016
job no.: 160533
9-50 Boiler Replacement
November 2016
Page 48
Rectangular HSS Weld
Location: Typical moment connection
Chord geometry Branch geometry
HSS5x5x5/16 HSS8x3x3/8
:= 5in rBb:=3n
H:= Sin Hb:=
:= 0.291 0.291 in tb:= 0.349m
Material properties
y:= 46ksi [FEXX:= 70ksi
Fyb:= 46ksi
Fu := 58ksi
Fub:= 38/1s
_ —
Loading
Vuy:= 6.2kip
VAX := 1.1kip
Pu 0.3kip
Lam.
Mux .•= 14.3kip•. ft
!.
Muy := 1.3kip• ft
AISC Table K4.1 Effective Weld Properties:
Fy t
min 10 Bb , Bj = 1.456• in
beoi
B Fyb•tb)
t J
le := 2• Hb + 2• beoi = 18.912• in
2
Sip Hb +beoi' Hb = 32.98. in
3
Bb2 — �Bb — beoi)3
Sop Hb Bb + — 26.591 • in2
3 3• Bb
Weld strength check:
t� y
Mor P >ab
M or P
Not pssertt fur
T- oa Y- conritlion
Sedum A A
\2 2
Pu Mux Muy I ��x 1 guy 1 kip
fequi4' +;+..— + + = 5.815•
le Sip Sop) le) le) in
Effective VW
AFOFRVIAN
G I N EER S
project: 9-50 Boiler
subject: HS5 Connection
client: Boeing
by: WO
date: 11/3/2016
job no.: 160533
9-50 Boiler Replacement
November 2016
Page 49
PJP - Flare Bevel
fequiv
fW P• := = 26.66• ksi
5
_. tb
8
OpJp:= 0.75
Filiet
5.11
t diet — —16 in'
fequiv
fw:fillet — 26.321 • ksi
0.707• tfillet
Base Metal Yield
Rn := min(0.6• Fyb•tb, 0.6• Fy.t) = 8.032• kip
in
Base Metal Rupture
Rn := min(0.6• Fub• tb , 0.6• F. t) = 10.127• kip
in
AX$FFMAN
N G 1 N€ E R S
project: 9-50 Boiler
subject: HS5 Connection
client: Boeing
by: HJO
date: 11/3/2016
job no.: 160533
9-50 Boiler Replacement
November 2016
Page 50
1■■11`TI
www.hilti.us Profis Anchor 2.6.6
Company: CEI
Specifier: HJO
Address:
Phone I Fax:
E -Mail:
Page: 1
Project: 9-50 Boiler
Sub -Project I Pos. No.: TYP Platform
Date: 11/3/2016
Specifier's comments:
1 Input data
Anchor type and diameter: Hex Head ASTM F 1554 GR. 105 3/4
Effective embedment depth: her = 12.000 in.
Material: ASTM F 1554
Proof: Design method ACI 318-14 / CIP
Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.500 in.
Anchor plate: ; E = 0 psi; fo, = 35998 psi; TMS = 1.100
Ix x ly x t = 7.000 in. x 11.000 in. x 0.500 in.; (Recommended plate thickness: calculated (0.039 in.))
Profile: Square HSS (AISC); (L x W x T) = 5.000 in. x 5.000 in. x 0.313 in.
Base material: cracked concrete, , fe' = 4500 psi; h = 18.000 in.
Reinforcement: tension: condition B, shear. condition B;
edge reinforcement: none or < No. 4 bar
Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d))
Shear load: yes (17.2.3.5.3 (c))
Geometry [in.] & Loading [Ib, [nib]
Z
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor ( c ) 2003-2009 Hiiti AG, FL -9494 Schaan Hilt Is a registered Trademark of Hilti AG, Schaan
9-50 Boiler Replacement
November 2016
Page 51
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MULTI
Profis Anchor 2.6.6
Company: CEI
Specifier: HJO
Address:
Phone I Fax:
E -Mail:
Page: 2
Project: 9-50 Boiler
Sub -Project 1 Pos. No.: TYP Platform
Date: 11/3/2016
2 Load case/Resulting anchor forces
Load case: Design loads
Anchor reactions [Ib]
Tension force: (+Tension, -Compression)
Anchor Tension force Shear force Shear force x Shear force y
1 1425 424 300 300
2 1425 424 300 300
3 1425 424 300 300
4 1425 424 300 300
max. concrete compressive strain: - Foo]
max. concrete compressive stress: - [psi] -
resulting tension force in (x/y)=(0.000/0.000): 5700 [Ib]
resulting compression force in (x/y)=(0.000/0.000): 0 [Ib]
3 Tension load
Load Nue [Ib] Capacity 0 Nn [Ib] Utilization DN = NUJ0 Nn Status
Steel Strength* 1425 31312 5 OK
Pullout Strength* 1425 12361 12 OK
Concrete Breakout Strength** 5700 48131 12 OK
Concrete Side -Face Blowout, direction ** N/A N/A N/A N/A
* anchor having the highest loading **anchor group (anchors in tension)
3.1 Steel Strength
N. = Ase,N'luta
(I) Nsa 2 Nua
ACI 318-14 Eq. (17.4.1.2)
ACI 318-14 Table 17.3.1.1
Variables
Ase,N [in.2] futa [psi]
0.33 125001
Calculations
N. [Ib]
41750
Results
Nsa [Ib] (I) steel 4, . Ns. [Ib]
41750 0.750 31312
3.2 Pullout Strength
NPN = w c,P NP ACI 318-14 Eq. (17.4.3.1)
NP = 8 Abrg {c ACI 318-14 Eq. (17.4.3.4)
NPN z Nua ACI 318-14 Table 17.3.1.1
Variables
W cd) A>, fin 2] 6
Nua [Ib]
1425
1.000 0.65 1.000
Calculations
NP [Ib]
23544
Results
N. [Ib] 4> concrete 4> seismic
23544 0.700 0.750
1 [psi]
4500
w nonductile
1.000
4) N. [lb]
12361
Nua [Ib]
1425
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
9-50 Boiler Replacement November 2016 Page 52
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1■�III..TI
Profis Anchor 2.6.6
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Specifier:
Address:
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CEI
HJO
Page:
Project:
Sub -Project I Pos. No.:
Date:
3
9-50 Boiler
TYP Platform
11/3/2016
3.3 Concrete Breakout Strength
ANc
Nebg = (70) W ee,N W ed,N W c,N W cp,N Nb
NCbg 2 Nua
ANC see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b)
=9het
1
1+2eN 51.0
3 het
= 0.7+0.3 (ca,min) 5 1.0
1.5het
ANeo
W ec,N
W ed,N
W cp,N
Nb
= cin 1.5hef) 5 1.0
cec MAX(!!, cac
=16X a' heti
Variables
het [in.]
12.000
ec1,N [in.]
ec2,N [in.]
ACI 318-14 Eq. (17.4.2.1b)
ACI 318-14 Table 17.3.1.1
ACI 318-14 Eq. (17.4.2.1c)
ACI 318-14 Eq. (17.4.2.4)
ACI 318-14 Eq. (17.4.2.5b)
ACI 318-14 Eq. (17.4.2.7b)
ACI 318-14 Eq. (17.4.2.2b)
ca,min [in.]
W c,N
0.000
cac [in.] kc
16
Calculations
ANC [in2]
1760.00
Results
Ncbg [Ib]
91679-
0.000
ANco [int]
e
1.000
W act ,N
fe [psi]
4500
W ec2,N
1.000
W ed,N
0
1296.00
4) concrete
0.700
1.000
4) seismic
0.750
1.000
nonductile
1.000
1.000
W cp,N
1.000
Nb [Ib]
N. [Ib]
5700
67509
Input data and results must be checked for agreement with the existing conditions and for plausibility)
PROFIS Anchor ( c) 2003-2009 Hiltt AG, FL -9494 Schaan Hlltl Is a registered Trademark of HMI AG, Schaan
9-50 Boiler Replacement November 2016 Page 53
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1-111OT1
Profis Anchor 2.6.6
Company:
Specifier:
Address:
Phone I Fax:
E -Mail:
CEI Page: 4
HJO Project: 9-50 Boiler
Sub -Project I Pos. No.: TYP Platform
Date: 11/3/2016
4 Shear load
Load Vua[Ib] Capacity +Vn[Ib] Utilization Ilv=Vua/ Vn Status
Steel Strength* 424 16282 3 OK
Steel failure (with lever arm)* N/A N/A N/A N/A
Pryout Strength** 1697 128350 2 OK
Concrete edge failure in direction ** N/A N/A N/A N/A
* anchor having the highest loading **anchor group (relevant anchors)
4.1 Steel Strength
V. = 0.6 Ane,v fula
Vstael Z Vua
ACI 318-14 Eq. (17.5.1.2b)
ACI 318-14 Table 17.3.1.1
Variables
Ase,v [in.2] fora [psi]
0.33 125001
Calculations
V. [Ib]
25050
Results
V. [Ib] 4) steer 4) Vaa [Ib] Vua [Ib]
25050 0.650 16282 424
4.2 Pryout Strength 11
VcPB =k. E(t) ec,NW ed,NW c,N W cp,N Nn]
Vcpg Z Vua
AN. see ACI 318-14, Section 17.4.2.1, Fig. R 17.4.2.1(b)_
ANcO = 9 hen
1
lye" 1+ Z eN 5 1.0
3 hen
W ed,N = 0.7 + 0.3 1.5henCa! ! 5 1.0
W ep,N = MAX(Ca-m' in 1.5he}) 51.0
Cac Cac
Nb = 16 X, a 1� het3
Variables
kco
2
ACI 318-14 Eq. (17.5.3.1b)
ACI 318-14 Table 17.3.1.1
ACI 318-14 Eq. (17.4.2.1c)
ACI 318-14 Eq. (17.4.2.4)
ACI 318-14 Eq. (17.4.2.5b)
ACI 318-14 Eq. (17.4.2.7b)
ACI 318-14 Eq. (17.4.2.2b)
her [in.] ecl,N [in.] ec2,N [in.] Ca,min [in.]
12.000 0.000 0.000
W c,N Cac [in.] kc
1.000 - 16
Calculations
AN. [in.2]
1760.00
Results
V.9 [Ib]
183358
ANoo [in.2]
1.000
( [psi]
4500
W ecl,N W ec2,N W ed,N W cp,N
1296.00 1.000 1.000 1.000 1.000
W concrete A' seismic w nonductile
0.700 1.000 1.000
Vnng [Ib]
128350
Nb [Ib]
Vua [Ib]
1697
67509
Input data and results must be checked for agreement with the existing conditions and for plausibility!
PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
9-50 Boiler Replacement November 2016 Page 54
1L:11111
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Address:
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Date: 11/3/2016
5 Combined tension and shear Toads
PN 13v i; Utilization 13N,v [%] Status
0.118 0.026 5/3 4 OK
RNv=R +14<=1
6 Warnings
Load re -distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be
sufficiently stiff, in order not to be deformed when subjected to the loading! Input data and results must be checked for agreement with the
existing conditions and for plausibility!
Condition A applies when supplementary reinforcement is used. The 0 factor is increased for non -steel Design Strengths except Pullout Strength
and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to
your local standard.
• Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard!
• An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-14, Chapter 17, Section
17.2.3.4.3 (a) that requires the goveming design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the
case, the connection design (tension) shall satisfy the provisions of Section 17.2.3.4.3 (b), Section 17.2.3.4.3 (c), or Section 17.2.3.4.3 (d). The
connection design (shear) shall satisfy the provisions of Section 17.2.3.5.3 (a), Section 17.2.3.5.3 (b), or Section 17.2.3.5.3 (c).
• Section 17.2.3.4.3 (b) / Section 17.2.3.5.3 (a) require the attachment the anchors are connecting to the structure be designed to undergo ductile
yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Section 17.2.3.4.3 (c) / Section 17.2.3.5.3
(b) waive the ductility requirements and require the anchors to be designed for the maximum tension / shear that can be transmitted to the
anchors by a non -yielding attachment. Section 17.2.3.4.3 (d) / Section 17.2.3.5.3 (c) waive the ductility requirements and require the design
strength of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E, with E increased
by 00.
Fastening meets the design criteria!
Input data and results must be checked for agreement with the existing conditions and for plausibility)
PROFIS Anchor ( c ) 2003-2009 Hitti AG, FL -9494 Schaan Hitti is a registered Trademark of Hllti AG, Schaan
9-50 Boiler Replacement November 2016 Page 55
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1■■111■1.T1
Profis Anchor 2.6.6
Company:
Specifier:
Address:
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HJO
Page:
Project:
Sub -Project I Pos. No.:
Date:
6
9-50 Boiler
TYP Platform
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7 Installation data
Anchor plate, steel: ; E = 0 psi; fyk = 35998 psi
Profile: Square HSS (AISC); 5.000 x 5.000 x 0.313 in.
Hole diameter in the fixture: df = 0.813 in.
Plate thickness (input): 0.500 in.
Recommended plate thickness: calculated (0.039 in.)
Drilling method: Hammer drilled
Cleaning: No cleaning of the drilled hole is required
Coordinates Anchor in.
Anchor x y
1 -2.000 -4.000
2 2.000 -4.000
3 -2.000 4.000
4 2.000 4.000
3.500
1
y
Anchor type and diameter: Hex Head ASTM F 1554 GR. 105 3/4
Installation torque: -
Hole diameter in the base material: - in.
Hole depth in the base material: 12.000 in.
Minimum thickness of the base material: 13.000 in.
3.500
0
0
N
4
0
0
0
0
0
0
u,
ui
1.500
4.000
1.500
c -x c.x
c.,
c.y
Input data and results must be checked for agreement with the existing conditions and for plausibility)
PROFIS Anchor ( c ) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
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11411.81r1
HT1
Profis Anchor 2.6.6
Company: CEI
Specifier: HJO
Address:
Phone I Fax:
E -Mail:
Page: 7
Project: 9-50 Boiler
Sub -Project I Pos. No.: TYP Platform
Date: 11/3/2016
8 Remarks; Your Cooperation Duties
Any and all information and data contained in the Software concem solely the use of Hilti products and are based on the principles, formulas and
security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly
complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using
the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in.
Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you.
Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to
compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms
and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific
application.
• You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the
regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use
the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case
by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or
programs, arising from a culpable breach of duty by you.
Input data and results must be checked for agreement with the existing conditions and for plausibility)
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9-50 Boiler Replacement November 2016 Page 57
s7(k Uil0
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I N E E R S
pro -
by
location
date
sheet no.
dlent
checked
dale
9-50 Boiler Replacement
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NEER
S
project
by
location
date
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checked
date
job ne.
9-50 Boiler Replacement
November 2016
SEA 81204
Page 59
;tiE Sn -' 2oi
(z) (-2) wb()
() (p1 -t0
12(I-t&a,i)
(-0 tfrlo
t4 6, e T )-1-1 (q; L v c 1 Kt,
LDA -(3)
cf,t ' 3Opo6 (ptik INSct )
Low6 wry `°'J
(7 o (SEE Es ASt t`
2�r
0,2t
Cc (),
C. (0120 (muC. I`Ii
(Ai(
‘:
ASME STS -1-2011
MANDATORY APPENDIX I
STRUCTURAL DESIGN
Gust Effect Factor Calculation
The gust effect factor is given by
(1 + 1.7IZ Jgu2 Q 2 + gR2 R2)
Gf = 0.925 I`
1 + 1.7Ig gb
where R, the resonant response factor, is given by
R = / R„RhRB (0.53 + 0.47Rd)
7.47N1
Rn =
-(1 + 10.3N1)y3
= nlL=
1 1
— 2 (1 — e--41?) for n > 0
77
1for n=0
(1=h,B,d)
Ri = Rh setting, 77 = 4.6n1h/VVz
= RB setting, 77 4.6n113/Vi
= Rd setting, rI = 15.4n1d/VVz
/3 = damping ratio
VZ = b (LY
V (151
where b and a are listed in Table 1-1.
0.577
8R = ‘12 loge(3,600ni) +
J21oge(3,600n1)
35
The factors gQ and gp may be taken equal to 3.4. V is
the 3 -sec gust speed in exposure C at the reference height
(obtained from Figs. 1-1 and I -la through I -lc).
(331v6
=c
where
c = given in Table I-1
= the intensity of turbulence at height 2
Q = the background response
2 = the equivalent height of the structure (0.6h but
not less than z.) listed for each exposure in
Table I-1
Q is given by
Q
1
63
1 +0.631Biihio
where
B = stack diameter
h = stack height
Lz = the integral length scale of turbulence at the
equivalent height
L, = I(2/33)
in which I and - are as listed in•Table I-1.
9-50 Boiler Replacement November 2016 Page 58
ASME STS -1-2011
Fig. 1-2 Topographic Factor, KA (Cont'd)
Equations:
Kn= (1 + 14 K2 K3)2
K4 determined from table below
K2=(1 -µ11n
K3 = e
Parameters for Speed -Up Over Hills and Escarpments
Hill Shape
K,l(H/4)
Exposure Upwind Downwind
B C D y of Crest of Crest
Two-dimensional ridges [or valleys
with negative H in Kl/(H/Lh)]
1.30 1.45 1.55 3 1.5 1.5
Two-dimensional escarpments 0.75 0.85 0.95 2.5 1.5 4
Three-dimensional axisymmetrical hill 0.95 1.05 1.15 4 1.5 1.5
Table 1-1 Terrain Exposure Constants
Z, (ft)
Exposure a Z. (ft) a b a b c 1 (ft) ]Note (1)1
A 5.0 1500 1/5 0.64 1/3.0 0.30 0.45 180 1/2.0 60
B 7.0 1200 1/7 0.84 1/4.0 0.45 0.30 320 1/3.0 30
C , 9.5 900 1/9.5 1.00 1/6.5 0.65 0.20 500 1/5.0 15
O 11.5 700 1/11.5 1.07 1/9.0 0.80 0.15 650 1/8.0 7
NOTE:
(1) Zm;,, = minimum height used to ensure that the equivalent height 7 is greater of 0.6h or Z ,. For
stacks with h <_ Zmin, 7 shall be taken at Zm;,,.
9-50 Boiler Replacement
42
November 2016 Page 59
BOEING
9-50 Boiler Replacement
Tukwila, Washington
Structural .Calculations
November 2016
CEI Project #160533
Boeing Project #W4154398
SEATTLE 1 .1601 Frftih Ave Suite:900 J Seattle, WA 98101-1620 206:623 07.1,7
www.coffrnan.com•
BOEING
9 50 Boiler Replacement
Tukwila, Washington
November 2016
CEI Project #160533
Boeing Project #W415.4398
&EATTLE -.1601 Frfth.Ave 5uite900 { Seattle.WA 98101-1620 ,� 206623.0717
www.coffinan:com
COFFM AN.
.:NGIN'EERS..
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development - Jack Pace, Director
March 22, 2018
Martin R. Probst
Boeing Company
PO Box 3707: Mail Stop 46-208
Seattle, WA 98124
RE: Request for Extension/Reopen — D17-0011
Boeing #9-50 — 9725 E Marginal Way S
Dear Mr. Probst,
This letter is in response to your request to re -open the already expired permit D17-0011. The Building
Official has reviewed your letter and determined that the City of Tukwila Building Division will not be
re -opening the permit.
A notice was mailed to the designated contact for this permit (John Murdoch) a full month ahead of
expiration (letter was dated and mailed January 2, 2018) which provided two options to keep the permit
in good standing. The first was to continue construction and have an inspection and the second option
was to submit for extension at least (7) days in advance of the expiration date. The request we did
receive was received (6) weeks after the actual expiration of the permit. This is why your request for
extension has been denied.
In order for work to continue and inspections be conducted, a new permit will need to be issued. To do
this, complete and submit a new application form along with (4) sets of drawings and (2) sets of
structural calculations. As with the original submittal of the permit, this submittal will need to be made
in person.
If you should have any questions, please contact our office at (206) 431-3670.
Sincerely,
Bill Rambo
Permit Technician
File: Permit No. D17-0011
Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov
AiniZEZAVG
The Boeing Company
Facilities & Asset Management
Supply Chain & Operations
Code Compliance & Pcrniitting
Monday, March 19, 2018
GG-GG-PCTA-180308
City of Tukwila Permit Center
Attn: Mr. Jerry,' Hight; Building Official
6300 Southcenter Blvd., #100
Tukwila, WA 98188
Subject:
Request for :Permit Extension
Development 'Permit#, D17-0011
Project: 9-50 Boiler 'Replacement
Site: Developmental Center
The Boeing Company
Tukwila, Washington
Dear Mr. Hight;
This is to inform you that as of 3/19/2018 the work under the above listed Development Permit.
has not been completed. The scheduled permit expiration date is currently set for 2/2/2018. The
work under the above referenced permit is expected to continue beyond the existing expiration
date.
•
Based on Construction Manager input we do not expect to caII for a final inspection until
4/18/2018. Since the work is progressing but taking longer than expected we kindly request an
extension pending your consideration of this matter.
If you have any questions, concerns, or comments please feel free to contact me as noted
Request for Extension # 2
Current Expiration Date: 2-2---/8
Extension Request:
Approved for days
below.
Best Regards,
Martin R. Probst
. Code Compliance & Permitting
The Boeing Company
PO Box 3707: Mail Stop 46-208
Seattle, WA 98124
206-852-4985
c�: None
Author (MRP)
Denied (provide explanation) Ey/i /e
1
Signature/Initials
RECEIVED
CITY OF TUKWILA
MAR 19 2018
. PERMIT CENTER
1/2/2018
City of Tukwila
Department of Community Development
JOHN S MURDOCH
PO BOX 3707 MC 46-88
SEATTLE, WA 98124
RE: Permit No. D17-0011
THE BOEING COMPANY
9725 E MARGINAL WAY S
Dear Permit Holder:
Allan Ekberg, Mayor
Jack Pace, Director
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 2/2/2018.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 2/2/2018, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Bill Rambo
Permit Technician
File No: D17-0011
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
Q
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development - Jack Pace, Director
August 2, 2017
John S. Murdoch
Boeing Company
PO Box 3707 M/C 46-88
Seattle, WA 98124-2207
RE: Request for Extension #1
Permit Number D17-0011
Dear Mr. Murdoch,
This letter is in response to your written request for an extension to Permit D17-0011. The Building
Official, Jerry Hight, has reviewed your letter and considered your request to extend the above
referenced permit. It has been determined that the City of Tukwila Building Division will be granting an
extension to the permit through February 2, 2018.
If you should have any questions, please contact our office at (206) 431-3670.
Sincerely,
Bill Rambo
Permit Technician
File: Permit No. D17-0011
Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov
ETO.E7iW
0
08/02/2017
Shared Services Group
P.O. Box 3707
Seattle, WA 98124-2207
City of Tukwila Dept. of Community Development
Building: Department
6300 Southcenter Boulevard
Suite 100
Tukwila, WA. 98188
RE: Permit D17-0011
RECEIVED
CITY OF TUKWILA
AUG 0 2 2017
PERMIT CENTER
Dear Building Department,
Today; Tuesday 02 August 2017 Permit D17-0011 Expires. This Permit is for the Boeing 9-
50 Demo of Pad and Rebuild Pad for Boiler. Due to the fact Finance was slow with the
appropriation of funding we had to delay this project.
Would you please under ruling of the 2015 International Building Code [A] 105
Expiration. Every permit issuedshallbecome invalid unless the work onthe site authorized
by such permit is commenced within 180 days after its issuance, or if the work authorized
on the site by such permit is suspended or abandoned for a period 01 180 day after the
time the work is commenced. The Building Official is authorized to grant, in writing, one or
more extensions of time, for periods not more than 180 days each. The extension shall be
requested in writing and justifiable cause demonstrated.
Would you please grant The Boeing Company an Extension of 180 days for this project.
My appreciation in advance for this matter.
John S. Murc(och. c.p..
The Boeing Company
West Corridor Site Services
Code Compliance and Permitting
P.O. Box 3707 M /C 46-88
Seattle WA. 98124-2207
(253) 740-0214 CeII Phone
191612016
gLAsizurrAtaa
r
Request for Extension # 1
Current Expiration Date: e - Z 7
Extension Request:
XApproved for /
❑ Denied (provide explanation)
1
days
Signature/Initials
"You can't Live a perfect day without doing something for someone who will never be able to
repay you."John Wooden
7/3/2017
0
City of Tukwila
Department of Community Development
JOHN S MURDOCH
PO BOX 3707 MC 46-88
SEATTLE, WA 98124
RE: Permit No. D17-0011
THE BOEING COMPANY
9725 E MARGINAL WAY S
Dear Permit Holder:
Allan Ekberg, Mayor
Jack Pace, Director
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from theissuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 8/2/2017.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 8/2/2017, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Bill Rambo
Permit Technician
File No: D17-0011
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
HERMIT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D17-0011 DATE: 01/18/17
PROJECT NAME: BOEING #9-50 BOILER REPLACEMENT
SITE ADDRESS: 9725 E MARGINAL WAY S
X Original Plan Submittal
Response to Correction Letter #
Revision # before Permit Issued
Revision # after Permit Issued
DEPARTMENTS:
hi AV t 1.-»-H Av POW
Fire Prevention
Building Division
N�
1111111
-Public Works
111]
Structural
k- Aft k)-7-17
Planning Division
❑ Permit Coordinator
PRELIMINARY REVIEW:
Not Applicable n
(no approval/review required)
REVIEWER'S INITIALS:
DATE: 01/19/17
Structural Review Required
DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
(corrections entered in Reviews)
Notation:
DUE DATE:
Approved with Conditions
Denied
(ie: Zoning Issues)
02/16/17
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
BOEING COMPANY, THE
Washington State Department of
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BOEING COMPANY, THE
Owner or tradesperson
LOHR, MICHAEL
Principals
LOHR, MICHAEL, SECRETARY
MCNERNEY, W (JAMES), PRESIDENT
(End: 01/13/2017)
WOLTER, CHRISTOPHER, TREASURER
(End: 01/16/2015)
READ, PAUL, SECRETARY
(End: 02/07/2013)
SHRONTZ, F A, SECRETARY
(End: 02/07/2013)
GIVAN, B E, SECRETARY
(End: 02/07/2013)
KING, C G, SECRETARY
(End: 02/07/2013)
BEIGHLE, D P, TREASURER
(End: 02/07/2013)
COLLINS, T J, TREASURER
(End: 02/07/2013)
BUDINICH, T M, TREASURER
(End: 02/07/2013)
WOODARD, R B, TREASURER
(End: 02/07/2013)
CRUZE, D D, TREASURER
(End: 02/07/2013)
CONDIT, P M, TREASURER
(End: 02/07/2013)
WA UBI No,
178 005 030
100 N RIVERSIDE
M/C 5003-4027
CHICAGO, IL 60606-1596
312-544-2535
Business type
Corporation
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor Active.
Meets current requirements.
License specialties
GENERAL
License no.
BOEINC'294ML
Effective — expiration
07/13/1971— 01/18/2019
Help us improve
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BOEING COMPANY, THE
Bond
FEDERAL INS CO
Bond account no.
81312466
C%'
$12,000.00
Received by L&I Effective date
01/14/2002 01/01/2002
Expiration date
Until Canceled
Insurance
..............................
Ace American Insurance Company
Policy no.
HDOG27854990
$1,000,000.00
Received by L&I Effective date
10/05/2016 10/01/2016
Expiration date
10/01/2017
0
Insurance history
Savings
..................... _
No savings accounts during the previous 6 year period.
Lawsuits against the bond or savings
No lawsuits against the bond or savings accounts during the previous 6 year period.
L&l Tax debts ,
No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts
may be recorded by other agencies.
License Violations
............:.:........................................
No license violations during the previous 6 year period.
Workers' comp
Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums.
This company has multiple workers' comp accounts.
Active accounts
L&I Account ID
740,216-00
Doing business as
BOE)NG COMPANY THE
Estimated workers reported
N/A
.L&I account representative
(360)902-4817
Track this contractor
Self Insured.
This business is certified to cover its own
workers' comp costs. No premiums due.
[_WorkPlace safety and health
Check for any past safety and health violations found on jobsites this business was responsible for.
Inspection results date
10113/2016
Inspection no.
31/940860
Location
7725 E. Margina; Way
Seattle, WA 9818
Inspection results date
10.-::4/2016
Inspection no.
317942065
Location
30:3 W Casino.i`:d
Ev:'rett, WA 98203
No violations
Violations
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