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Permit D18-0064 - BOEING #2-83 - WIND TUNNEL DEMOLITION III
BOEING #2-83 -WIND TUNNEL DEMO III 8123 E MARGINAL WAY S BLDG 2-083 D18-0064 Parcel No: Address: Project Name: 0 City of Tukwila a 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.eov DEVELOPMENT PERMIT 0001600020 Permit Number: D18-0064 8123 E MARGINAL WAY 5 BLDG 2-083 Issue Date: 4/3/2018 Permit Expires On: 9/30/2018 BOEING #2-83 - WIND TUNNEL DEMO III Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: BOEING COMPANY THE PO BOX 3707 M/C 20-59 PROPERTY TAX DEPT, SEATTLE, WA, 98124 MARTIN PROBST PO BOX 3707; M/C: 46-208 , SEATTLE, WA, 98124 BOEING COMPANY, THE 100 N RIVERSIDE, M/C 5003-4027 , CHICAGO, IL, 60606-1596 BOEINC*294ML BOEING COMPANY PO BOX 3707 , SEATTLE, WA, 98124 Phone: (206) 852-4985 Phone: (312) 544-2535 Expiration Date: 1/18/2019 DESCRIPTION OF WORK: DEMOLITION AND LEGAL DISPOSAL OF ALL BUILDING UTILITIES, FENCES, PAVEMENTS, CURBS, STRUCTURES ,LIGHT FIOXTURES, CONDUITS, WIRES AND OTHER OBSTRUCTIONS DESIGNATED IN THE DESIGN DRAWINGS FOR REMOVAL FROM THE 2-83 BUILDING. Project Valuation: $96,500.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Type of Construction: IIB Electrical Service Provided by: TUKWILA Fees Collected: $2,650.38 Occupancy per IBC: B Water District: TUKWILA Sewer District: 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: 2017 2017 2017 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: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Lty Volumes: Cut: 0 Fill: 0 Permit Center Authorized Signature: Auk Date: -**( V 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 local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: "4V'±'.'t7— Date: 'f( T//y 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: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: 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. 8: 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. © 0 9: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: 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. 12: 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). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 14: 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. 16: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. (IFC 304.1) 17: All interior demo debris must be removed prior to demo of the automatic sprinkler system. Contact the Tukwila Fire Prevention Bureau at 206/575-4407 for an inspection of the building prior to shut down of the automatic sprinkler system. 18: Fire Department access and existing hydrants shall be constantly maintained during demolition and construction. (City Ordinance #2435) 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 19: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 20: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 0301 CONCRETE SLAB 1400 FIRE FINAL 0101 PRE -CONSTRUCTION 4037 SI -CAST -IN-PLACE 4046 SI-EPDXY/EXP CONC 4028 SI-REINF STEEL -WELD 4004 SI -WELDING ZACITY OF TUK Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 httpa www.TukwilaW.\.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: (For office use only) 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 6 2 a 3 mild 7-C4- 04441 Site Address: King Co Assessor's Tax No.: 000160-0020 8123 E Marginal Way S, Tukwila, WA 98108 Tenant Name: The Boeing Company PROPERTY OWNER Name: The Boeing Company - Martin Probst Address: PO Box 3707, M/C 46-208 City: Seattle State: WA Zip: 98124 CONTACT PERSON — person receiving all project communication Name: Martin Probst - The Boeing Company Address: PO Box 3707, M/C 46-208 City: Seattle State: WA Zip: 98124 Phone: (206) 852-4985 Fax: (253) 657-4659 Email: martin.r.probst@boeing.com GENERAL CONTRACTOR INFORMATION Company Name: The Boeing Company Address: PO Box 3707, M/C 46-208 City: Seattle State: WA Zip: 98124 Phone: (206) 852-4985 Fax: (253) 657-4659 Contr Reg No.: BOEING*294ML Exp Date: 01/18/2019 Tukwila Business License No.: H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8.9-11.docx Revised: August 2011 bh Suite Number: 02-083 Floor: Yard New Tenant: ❑ Yes m ..No ARCHITECT OF RECORD Company Name: Sitts & Hill Engineers, Inc. Engineer Name: Brent Leslie Company Name: City: Tacoma State: WA Zip: 98409 Phone: (253) 474-9449 Fax: (253) 474-0153 Architect Name: / 3U Address: City: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Sitts & Hill Engineers, Inc. Engineer Name: Brent Leslie Address: 4815 Center Street City: Tacoma State: WA Zip: 98409 Phone: (253) 474-9449 Fax: (253) 474-0153 Email: brentl@sittshill.com LENDER/BOND ISSUED (required for projects $5,000 or greater per R,C W 19.27.095) Name: a�, /7, ( Address: / 3U City: State: Zip: Page 1 of 4 BUILDING PE T IIN FORMAT - 206-431-_ Valuation of Project (contractor's bid price): $ 96,500 Existing Building Valuation: $ 0 Describe the scope of work (please provide detailed information): Demolition and legal disposal of all building utilities, fences, pavements, curbs, structures, light fixtures, conduits, wires, and other obstructions designated in the design drawings for removal from the 02-083 building. Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below 1°` Floor'' 11,525 Interior Remodel 0 Addition to Existing Structure 0 New 0 Type of Construction per IBC IIB Type of Occupancy; per IBC None 2' Floor 3`d Floor Floors Basement Accessory Structure' Attached Garage Detached Garage Attached Carport Detached Carport Covered 1) lc 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? 0 Yes II No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 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 0 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\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFTION — 206-433-0179 Scope of Work (please provide detailed information): 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 Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 0 .. Highline ❑ ...Valley View 0 .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton 0 .. Seattle Septic Svstem: 0 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") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond 0 .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ...Total Cut ❑ ...Total Fill ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water cubic yards cubic yards ❑ . ❑ . ❑ . ❑ . 0 .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line 0 ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public 0 ❑ ...Water Main Extension Public 0 If 0 .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation 0 .. Utility Undergrounding WO # WO # WO # ❑ ...Deduct Water Meter Size Private 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H: \Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised, August 2011 bh Page 3 of 4 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). 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHO ZED ENT: Signature: 977 e., - Date: 03/09/2018 Print Name: Martin Probst - The Boeing Company Day Telephone: (206) 852-4985 Mailing Address: PO Box 3707, M/C 46-208 Seattle WA 98124 CityState Zip H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised- 8-9-11. docx Revised. August 2011 bh Page 4 of 4 .tI VLA 0 Cash Register Receipt City of Tukwila Receipt Number R13964 DESCRIPTIONS . ACCOUNT PermitTRAK : QUANTITY PAID $2,650.38 D18-0064 Address: 8123 E' MARGINAL WAY S BLDG 2-083 - Apn: 0001600020 _ $2,650.38 Credit Card Fee $77.20, Credit Card Fee R000.369.908.00.00 0.00 $77.20 DEVELOPMENT $2,497.63 PERMIT FEE R000.322.100.00.00 0.00 $1,510.99 PLAN CHECK FEE R000.345.830.00.00 0.00 $982.14 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE : $75.55 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R13964 R000.322.900.04.00 0.00 = $75.55 $2,650.38 Date Paid: Friday, March 09, 2018 Paid By: MARTIN PROBST Pay Method: CREDIT CARD 087783 Printed: Friday, March 09, 2018 11:06 AM 1 of 1 CRSYSTEMS INSPECTION RECORD Retain a copy with permit De- &Nell INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: ,elhe#Y6. . --e33 Type of Inspection: Address: g/23 A7AvARbVk 1049 S. Date Called: Special Instructions: /0/WO % imitirL l�sCl < <`/ Date Wanted:a.m. r Z 3 /8 P.m. Requester: r$ 77a Phone No: c/� 2D (Q—S`5"2-- f a5 ili\Apprtived per applicable codes. COMMENTS: orrections required prior to approval. 2:01( UiLD/$(GiN/11., / /es Inspector: Date: 0.2 Y --/J REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit D) s-oa1t4 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: ,r/ 2 -83 Typ of Inspection: baa -A/, Address: 8123 4'. /49/1K/Mi. WH Date Called: d/11. Special Instructions: Date Wanted:/ _.4 48'Y8 a.m. p.m. Requester: 4044 #1) 040 6. zJ/LL Phone No: 2-04-793- y/3s /4/ ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: ' j%,rh2O -1 now d/11. O4 )W.0 4J/774,11 Avy ?VKML4 ®,V J/rT .iYS� 'T%ivs, zJ/LL eR-t- /4/ 4- ffY/4-L /ixsrA£C7 oA/ r7- 7--e ,-i.4i?I2 /NSPC7', ///fs "0/0Acct!/i.0 , Inspector: Date: �� �/v n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit [Dpir-40471 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: E J1V6� .`Z-$3 Type of Inspection: P -Co vsr vcais✓ Address: 137.A3 .0/ifiyen k D to Called: s Special Instructions: Date Wanted �7-1 8 a.m. p.m. Requester: Phone No: IDApproved per applicable codes. r4Corrections required prior to approval. COMMENTS: /Ay (''4W17h r , 4/ t4 or //k.se_e7-7 Inspector: 1)4' Date: 117-J REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Address dd Suite #: 6/i- Contact Person: Approved per applicable codes. [1 Corrections required prior to, approval. COMMENTS: 61/1 e ere.J1/4--L, AppAtr‘/ED E -a -w. IT -C3 A/1.7 Needs Shift. inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor Pre -Fire: Permits; Occupancy Type: Inspector: n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing -Address Attn:' Address: ci Word/Inspection Record Form.D� Company Name: State: 3/14/14 Zip: AIM Professional Engineers & Planners CML, STRUCTURAL AND SURVEYING Supersonic Wind Tunnel Building Demolition Building 2-83 Tukwila, WA Boeing Project Number W3281256 CALCULATIONS PREPARED FOR P.O. Box 3707 Seattle, WA 98124-2207 PREPARED BY Sitts & Hill Engineers, Inc. 4815 Center Street Tacoma, WA 98409 March 7, 2018 S & H Job Number: 16,509 SITTS & HILL ENGINEERS, INC. DESIGNED MEB DATE 3/7/2018 JOB 16,509 TACOMA, WASHINGTON (253) 474-9449 CHECKED DATE PROJECT Wind Tunnel Removal Building 2-83 PAGE CALCULATION INDEX BASIS 1 LOAD GENERATION 2 - 3 MODIFICATIONS TO EXISTING STRUCTURE 4 - 46 MEMBER CHECKS 5 - 8 MODEL INPUT 9 -16 REINFORCING DESIGN 17 - 35 BASEMENT WALL ANALYSIS 36 - 43 DIAGONAL STRUT CONNECTIONS 44 - 46 SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA Telephone (253) 474-9449 Fax (253)474-0153 98409-5697 BSWT BUILDING DEMOLITION JOB: 16509 DESIGNED: MEB DATE: 3/18 CHECKED: DATE: PAGE 1 OF BASIS OF DESIGN SCOPE: 11-5 CALCULA110N5 COV 11-5NO ING QUIC 21'0 nNMOLIS-I TNS 51M5ONIC WINI2 fUNN I.100?110N OF L UILWING 2-83. 1W L3UILI7ING 15 LOCAV IN TUKWILA, WA. BUILDING CODE: 201191fION OF 1'-E INTI FOUNDATIONS: CONCRETE: ganow:= 1500psf ch := 40pcf fc_e := 3000psi fy_e := 40ksi MISCELLANEOUS: Es := 29000ksi \1A110NAL 1.1 wI NG COPF ALLOWA3L501E IgAJING VALUE (A55UMN9) , EoL VALN1" ELUIn ACI -IW 9I?E55U (A55UV) XI511NG CONCpETE COMP 55IVE 511?FNG11-I "INTEI?MEtIATE" GAE EXI511NG INEORCING Pconc 150pcf Ec_e := 57000psi J f —e = 3122018.58 psi psi 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 BSWT BUILDING DEMOLITION Telephone (253) 474-9449 Fax (253)474-0153 JOB: 16509 DESIGNED: MEB DATE: 3/18 CHECKED: DATE: PAGE 2 OF GRAVITY LOADING SOIL LOADS qa = 40•pcf Active P 40 pcf Depth Pressure 1 40 psf 0.000278 ksi 2 80 0.000556 3 120 0.000833 4 160 0.001111 5 200 0.001389 6 240 0.001667 7 280 0.001944 8 320 0.002222 9 360 0.0025 10 400 0.002778 qa 1pcf SOIL SURCHARGE LOADING EAST WALL ciuivalent Active Pressure to wall caused !Al 250 psf live load surcharge: qa = 40•pcf c iivalent Fluid Active Pressure ( Assumed) rysoil := 110pcf Pensitti of Soil ( estimated) (Lc:. 250psf Surcharge Loading qsc qso qa = 90.91.psf qa = 0.000631 • ksi "(soil �isoil SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 BSWT BUILDING DEMOLITION JOB: 16509 DESIGNED: MEB DATE: 3/18 CHECKED: DATE: PAGE 3 OF NORTH WALL North wall sustains 500 psf arc large from gantry{ crane, 1'he surcharge 15 located 3 -feet from the face of' wall and is uniform over a 6 -foot length of track qa = 40•pcf ^ysit = 110•pcf cluivalent Fluid Active Pressure ( Assumed) nensity of' Sod ( estimated) qsc = 500psf Surcharge Loading olse' wq_sc gsc_e :_ — 250•psf wq sc + 2 q_sc wq_sc := 6ft gsc_e = 0.001736•1csi Located at eue = 3 ft eq_3C := 3ft down from top of rota ined soil SITS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 BSWT BUILDING DEMOLITION Telephone (253) 474-9449 Fax (253)474-0153 JOB: 16509 DESIGNED: MEB DATE: $/18 CHECKED: DATE: PAGE 4 OF SHORING OF THE EXISTING STRUCUTRE FA5W12 ON AN XAMINA1/0N OF 11- FXI5f NG 5f UC11 AL 5Y51EM,11-E 13A5tvfNf WALL LIKELY QUII 112AN5FNp OF TNF SOIL M 55U1 1"f I?00F tIAPH A M 1'011f OPPOSING 1"AINING WALL. A5I:00F 15 E3 ING MMOLI5H 2, CI-ECK 11- XI511N6 PULPING WALLS ACING IN CANIILMp, ANn INrGia AS QUIn, SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 BSWT BUILDING DEMOLITION Telephone (253) 474-9449 Fax (253)474-0153 JOB: 16509 DESIGNED: MEB_DATE: 3/18 CHECKED: DATE: PAGE 5 OF MEMBER CHECKS (VWlFY roil? I INFOI;CING) BASEMENT WALL Initial check of basement wall is as cantilevered retaining wall with 250psf surcharge to verifu need for strongbac k qa := 40pcf "(soil := 110pcf 'Yconc := 150pcf q, := 250psf guivalent Fluid Active pressure ( Assumed) nensitti of' Soil (estimated) liensitti of' Concrete Surcharge Loading ht := 7.5ft Height of' retained soil htc := 6in tW := loin bw := 12in Height of' wall above retained soil Gross thickness of' wall guivalent width of' concrete section Pap := 2 •kht•g�•ht•b„, = 11251bf Psc := qsc qa ht•bq, = 681.821bf "Isar Mu := 1.6•(Pap•hap + Ps hs) = 8.59•kip•ft Pu := 1.2•^Ic.„.(ht + htc)•t .b = 1200lbf hap =3•ht=2.5ft hse:= �•ht=3.75ft SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 BSWT BUILDING DEMOLITION JOB: 16509 DESIGNED: MEB DATE: 3/18 CHECKED: DATE: PAGE 6 OF P -M CURVE FOR CONCRETE WALL: fy_e = 40•ksi fc_e = 3000psi tw = 10.in bw, = 12•in Ag := tw bw = 120•in2 2• bw As := 0.20in• = 0.15 • in2 16in b Asc := 0.31 int• w = 0.53 • in2 lin fc=fie fy = fy e Es = 29000•ksi ht=7.5ft ht, =0.5ft E,_, = 3122.02 • ksi e,:= 0.003 in d3e := 1.5in + 0.625in-0.5 d' := 2in + 0.5in•0.5 44 at 16 -inches on center # 5 at 7 -inches on center 4 P0:= 0.65.[0.85.f, -(Ag — ASe) + As•fy,] = 201.92 -kip tbPn max = 0.75.0P„ = 151.44 -kip fy Es Es Es =0.00138 d-ee c=—5.61•in EC + Es a := 0.85•c = 4.77•in d:= tw — dse = 8.19.in IflNFOPCING WEN 11-E WALL 15 ACING A5 ACAM IV t -1AINING WALL fs:= Es €, (c — d') — 52.1•ksi > fy e = 40•ksi C,:= 0.85•f,- (a•bw — ASe) = 144.53 -kip Cs := fy A3C = 21.26• kip T:= f •As = 6•kip 4:0Pb := 0.65.(C,+ Cs — T) = 103.86 -kip c r Ly a I Ly � I tw comb := 0.9• C4 12 — 2 )+ Cs•(2 — d ) + T•� 2 — dsc]l = 34.18•kin.ft SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 BSWT BUILDING DEMOLITION Telephone (253) 474-9449 Fax (253)474-0153 JOB: 16509 DESIGNED: MEB DATE: 3/18 CHECKED: DATE: PAGE 7 OF xc := 1.4in Given 0.85•f�0.85•xn.bw+Asc•Es[ec•(xn—dl—A3•fy=0 J xc c := Find(xn) = 1.37•in d' = 2.25•in e Estc• (c - d')J =—55.8•ksi c x,:= 1.1in Given fy = 40•ksi 0.85 f�0.85 xcbw—Ase•fy—Ag•fy=0 xc > 0 c := Find(xn) = 1.05•in en o •(c — d')] =—99.79•ksi c J fy = 40•ksi pe -evaluate with fu - 40 k51 Mn:=As•fy(�—d')—Asefy(�—dnn)+0.85•f�0.85•c•bw(" 0.85•c) 4Mn := 0.9•Mn = 5.47•kip•ft 4:•Mn = 65.6•kip•in 4P0 = 201.92•kip SITTS & HILL ENGINEERS INC. 4815 Center St, Tacoma, WA 98409-5697 BSWT BUILDING DEMOLITION Telephone (253) 474-9449 Fax (253)474-0153 JOB: 16509 DESIGNED: MEB DATE: 3/18 CHECKED: DATE: PAGE 8 OF SUMMARY OF P -M CURVE: Graph / 0 'r nmax kip 1 (I)Pn max kip (1)Mb (I)Pb kip. ft kip 00Mn 0 \ kip. ft J mom A OV, CI-ECK VALl,I5: Graph = / 0 151.44 1 151.44 34.18 103.86 5.47 0 Mu = 103.09•kip.in Pu = 1.2•kip P -M Curve Graph •Mn $Pn L 0 151.4394 I 1 34.1782 15.466663 1 151.4394 103.8608 0 Check Values cl)Mn Pn 8.590909 1.2 160 140 120 100 en 80 60 40 20 0 • 0 5 10 15 20 25 30 35 40 $Mn (MaGraph Pu kip' ft kip ) X151/N6 WALL INFRCING NO GOOt - Abn 51RONGdACK SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 BSWT BUILDING DEMOLITION Telephone (253) 474-9449 Fax (253)474-0153 JOB: 16509 DESIGNED: MEB DATE: 3/18 CHECKED: DATE: PAGE 9 OF MODEL INPUT WNAf F01.1.0VV51511-I MOPOF 11-E 5C1 -10N OF 11-E 13l, INFOpC�M�N15, WING rL.NN1.5 QUIpING 2018-03-07 Bldg 2-83.sdb 3/7/2018 SAP2000 20.0.0 3-D View Kip, in, F 10 2018-03-07 Bldg 2-83.sdb 3/7/2018 z x 0.00. O. SAP2000 20.0.0 0.64 0.85 1.06 1.27 1.49 1.70 1.91 2.12 2.34 2.55 2.76 Area Surface Pressure - Face Bottom (EARTH) Kip, in, F 11 2018-03-07 Bldg 2-83.sdb 3/7/2018 z x o. 1169 O. 1 1.14 1.37 1.60 1.83 2.06 2.29 2.51 2.74 SAP2000 20.0.0 Area Surface Pressure - Face Top (EARTH) Kip, in, F 12 2018-03-07 Bldg 2-83.sdb 3/7/2018 y•x 0 4agi. 7 146 194 243 292 340 389 438 486 535 583 6 SAP2000 20.0.0 Area Surface Pressure - Face Bottom (SURCHARGE) Kip, in, F 13 2018-03-07 Bldg 2-83.sdb 3/7/2018 z x 1.0 Ott 0.40 0.53 0.67 0.80 0.93 1.07 1.20 1.34 1.47 1.60 1. SAP2000 20.0.0 Area Surface Pressure - Face Top (SURCHARGE) Kip, in, F 14 2018-03-07 Bldg 2-83.sdb 3/7/2018 0, 45 Q0 75 90 105 120 135 150 165 179 SAP2000 20.0.0 Area Surface Pressure - Face Top (SEISMIC X) Kip, in, F 15 2018-03-07 Bldg 2-83.sdb 3/7/2018 0 t SAP2000 20.0.0 45 60 75 90 105 120 135 150 165 179 Area Surface Pressure - Face Bottom (SEISMIC Y) Kip, in, F 16 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 BSWT BUILDING DEMOLITION Telephone (253) 474-9449 Fax (253)474-0153 17 JOB: 16509 DESIGNED: MEB DATE: 3/15 CHECKED: DATE: PAGE OF REINFORCING DESIGN WAf FOLLOWS 1511-E MOla ourrUi IVOR1", PRFSN1h19 AMR THAT APE 11 -IW 1511f5 OF 1N� MOML IN CONJUNCTION WI11-1 APPLICAI LCONCTTf, STRUCTT& 5Tn1. Ot? CONNEC110N ANALYSIS/ M51GN, 18 2018-03-07 Bldg 2-83.sdb SAP2000 v20.0.0 - License #2010*19Y74294ADSLRR7 07 March 2018 Table: Material Properties 03a - Steel Data, Part 1 of 2 Table: Material Properties 03a - Steel Data, Part 1 of 2 Material Fy Fu EffFy EffFu SSCurveOpt SSHysType SHard Kiplin2 Kip/m2 Kipftn2 Kipfin2 A36 A500GrB46 36. 58. 54. 63.8 Simple Kinematic 46. 58. 50.6 63.8 Simple Kinematic Table: Material Properties O3a - Steel Data, Part 2 of 2 Table: Material Properties 03a - Steel Data, Part 2 of 2 Material SRup FinalSlope A36 0.2 -0.1 A500GrB46 0.18 -0.1 Table: Material Properties O3b - Concrete Data, Part 1 of 2 Table: Material Properties 03b - Concrete Data, Part 1 of 2 0.02 0.14 0.018 0.12 -- MateriaF Fc eFc LtWtConc SSCurveOpt SSHysType SFc SCap FinaISlope Kiprm2 Kipfm2 3000Psi 3. 3. No Mander Takeda 0.002219 0.005 -0.1 Table: Material Properties 03b - Concrete Data, Part 2 of 2 Table: Material Properties 03b - Concrete Data, Part 2 of 2 Material FAngie DAngle Degrees Degrees 3000Psi 0. 0. Table: Material Properties O3e - Rebar Data, Part 1 of 2 Table: Material Properties 03e - Rebar Data, Part 1 of 2 Material Fy Fu EffFy EffFu SSCurveOpt SSHysType Kipfm2 KiPrm2 KgTua2 Kip/in2 SCap A15GrINT 40. 70. 50. 87.5 Simple Kinematic Table: Material Properties O3e - Rebar Data, Part 2 of 2 Table: Material Properties 03e - Rebar Data, Part 2 of 2 Material FatalSlope UseCTDef Al 5GrINT -0.1 No 0.01 0.09 Computers and Structures, Inc. Page 1 of 16 . _A 2018-03-07 Bldg 2-83.sdb SAP2000 v20.0.0 - License #2010*19Y74294ADSLRR7 07 March 2018 Table: Frame Section Properties 01 - General, Part 1 of 7 Table: Frame Section Properties 01 - General, Part 1 of 7 SectionName Material Shape t3 t2 tf in in in tw 8in_T-bm_end 3000Psi SD Section 8in_T-bm_middle 3000Psi SD Section B17 -12x20 3000Psi SD Section C12X30 A36 Channel 12. 3.17 0.501 0.51 C15X50 A36 Channel 15. 3.72 0.65 0.716 Col_K3_N4 3000Psi Rectangular 12. 12. Col_L5_M5 3000Psi Rectangular 18. 10. HSS16X8X.500 A500GrB46 Box/Tube 16. 8. 0.465 0.465 HSS4X4X.250 A500GrB46 Box/Tube 4. 4. 0.233 0.233 Table: Frame Section Properties 01 - General, Part 2 of 7 Table: Frame Section Properties 01 - General, Part 2 of 7 SecionNme Area TorsConst 133 122 123 AS2 AS3 in2 in4 in4 in4 in4 in2 in2 81n_T-bm_end 390. 5318.76 29344.03 32968. 0. 208.17 241.14 8in_T-bm_middle 390. 5318.76 29344.03 32968. 0. 208.17 241.14 B17 -12x20 240. 7223.67 8000. 2880. 0. 200. 200. C12X30 8.81 0.86 162. 5.12 0. 6.12 3.18 C15X50 14.7 2.65 404. 11. 0. 10.74 4.84 Col_K3_N4 144. 2920.32 1728. 1728. 0. 120. 120. Col_L5_M5 180. 3916.67 4860. 1500. 0. 150. 150. HSS16X8X.500 20.9 563. 679. 230. 0. 14.88 7.44 HSS4X4X.250 3.37 12.8 7.8 7.8 0. 1.86 1.86 Table: Frame Section Properties 01 - General, Part 3 of 7 Table: Frame Section Properties 01 - General, Part 3 of 7 SectionNme S33 S22 Z33 Z22 - R33 R22 ui3 in3 in3 in3 in in Ecc 8in_T-bm_end 1525.58 1498.55 2749.3 2562. 8.6742 9.1942 8in_T-bm_middle 1525.58 1498.55 2749.3 2562. 8.6742 9.1942 B17 -12x20 800. 480. 1200. 720. 5.7735 3.4641 C12X30 27. 2.05 33.8 4.32 4.2881 0.7623 1.281 C15X50 53.87 3.77 68.5 8.14 5.2424 0.865 1.3666 Col_K3_N4 288. 288. 432. 432. 3.4641 3.4641 Col_L5_M5 540. 300. 810. 450. 5.1962 2.8868 HSS16X8X.500 84.88 57.5 106. 65.5 5.6998 3.3173 HSS4X4X.250 3.9 3.9 4.69 4.69 1.5214 1.5214 Table: Frame Section Properties 01 - General, Part 4 of 7 Table: Frame Section Properties 01 - General, Part 4 of 7 SectioniName ConcCol ConcBeam Color TotaMft TotafMass Fromrde AMod Kip Kip-s2/in 8in_T-bm_end No No Yellow 0. 0. No 1. 8in_T-bm_middle No No Cyan 0. 0. No 1. B17 -12x20 No No Blue 0. 0. No 1. C12X30 No No Yellow 0. 0. Yes 1. C15X50 No No Gray8Dark 0. 0. Yes 1. Computers and Structures, Inc. Page 2 of 16 19 20 2018-03-07 Bldg 2-83.sdb SAP2000 v20.0.0 - License #2010*19Y74294ADSLRR7 07 March 2018 Table: Frame Section Properties 01 - General, Part 4 of 7 _ _ _ SectionName ConcCol ConcBeam Color TotalWt TotalMass FromFile Kip Kip-s2/in /Mod Col_K3_N4 Yes No Cyan 1.508 0.0039 No 1. Col_L5_M5 Yes No Magenta 3.769 0.0098 No 1. HSS16X8X.500 No No Gray8Dark 1.707 0.0044 Yes 1. HSS4X4X.250 No No Cyan 0.446 0.0012 Yes 1. Table: Frame Section Properties 01 - General, Part 5 of 7 Table: Frame Section Properties 01 - General, Part 5 of 7 SectionName A2Mod A3Mod Mod @Mod t3Mod MMod WMod 8in_T-bm_end 1. 1. 1. 0.35 1. 1. 1. 8in_T-bm_middle 1. 1. 1. 0.1 1. 1. 1. B17 -12x20 1. 1. 1. 1. 1. 1. 1. C12X30 1. 1. 1. 1. 1. 1. 1. C15X50 1. 1. 1. 1. 1. 1. 1. Col_K3_N4 1. 1. 1. 0.7 0.7 1. 1. Col_L5_M5 1. 1. 1. 0.7 0.7 1. 1. HSS16X8X.500 1. 1. 1. 1. 1. 1. 1. HSS4X4X.250 1. 1. 1. 1. 1. 1. 1. Table: Frame Section Properties 01 - General, Part 6 of 7 Table: Frame Section Properties 01 - General, Part 6 of 7 SectionName SectlnFile FileName GUM 8in_T-bm_end 8in_T-bm_middle B17 -12x20 C12X30 C15X50 Col_K3_N4 Col_L5_M5 HSS16X8X.500 HSS4X4X.250 C12X30 C15X50 c:\program files (x86)\computers and structures\sap2000 17\a i s c 14. p ro c:\program files (x86)\computers and structures\sap2000 17\aisc 14. pro HSS16X8X.500 c:\program files (x86)\computers and structures\sap2000 17\aiscl4. pro HSS4X4X.250 c:\program files (x86)\computers and structures\sap2000 17\aiscl4. pro Table: Frame Section Properties 01 - General, Part 7 of 7 Table: Frame Section Properties 01 - General, Part 7 of 7 Sectiontimne Notes 8in_T-bm_end Added 6/11/2015 12:12:41 PM 8in_T-bm_middle Added 6/11/2015 12:11:01 PM B17 -12x20 Added 6/11/2015 12:27:17 PM C12X30 Imported 6/13/2015 3:08:01 PM from AISC14.pro C15X50 Imported 6/13/2015 1:09:02 PM from AISC14.pro Col_K3_N4 Added 6/11/2015 12:33:58 PM Col_L5_M5 Added 6/13/2015 2:36:19 PM Computers and Structures, Inc. Page 3 of 16 21 2018-03-07 Bldg 2-83.sdb SAP2000 v20.0.0 - License #2010*19Y74294ADSLRR7 07 March 2018 Table: Frame Section Properties 01 - General, Part 7 of 7 SectionName Notes HSS16X8X.500 Imported 6/14/2015 1:34:31 PM from AISC14.pro HSS4X4X.250 Imported 6/13/2015 3:08:39 PM from AISC14.pro Table: Frame Section Properties 02 - Concrete Column, Part 1 of 2 Table: Frame Section Properties 02 - Concrete Column, Part 1 of 2 SectionNam RebarMatL RebarMatC RetnfConfig LatReinf Cover NumBars3D NumBars2D BarSizeL e it it Col_K3_N4 A15GrINT A15GrINT Rectangular Ties 1.5 2 2 #6 Col_L5_M5 A15GrINT A15GrINT Rectangular Ties 1.5 2 2 #6 Table: Frame Section Properties 02 - Concrete Column, Part 2 of 2 Table: Frame Section Properties 02 - Concrete Column, Part 2 of 2 SectionNam BarSizeC SpacingC NumCBars2 NumCBars3 ReinfType e in Col_K3_N4 #3 12. 2 2 Check Col_L5_M5 #3 10. 2 2 Check Table: Area Section Properties, Part 1 of 4 Table: Area Section Properties, Part 1 of 4 Section Material MatAngte AreaType Type DrilIDOF Thickness 3 BendThick Decyees in in Degrees 10" Wall 3000Psi 0. Shell Shell -Thick Yes 10. 10. 8" Wall 3000Psi 0. Shell Shell -Thick Yes 8. 8. Table: Area Section Properties, Part 2 of 4 Table: Area Section Properties, Part 2 of 4 Section InComp CoordSys Color TotaMtt TotalMass Fi1Mod F22Mod Kip Kip-s2fm 10" Wall Magenta 68.708 0.178 1. 1. 8" Wall Magenta 24.163 0.0626 1. 1. Table: Area Section Properties, Part 3 of 4 Table: Area Section Properties, Part 3 of 4 Section F12Mod M11Mod M22Mod M12Mod V13Mod V23Mod 10" Wall 1. 0.7 1. 1. 1. 1. 8" Wall 1. 0.7 1. 1. 1. 1. 1. 1. Computers and Structures, Inc. Page 4 of 16 22 2018-03-07 Bldg 2-83.sdb SAP2000 v20.0.0 - License #2010*19Y74294ADSLRR7 07 March 2018 Table: Area Section Properties, Part 4 of 4 Table: Area Section Properties, Part 4 of 4 Section GUID Notes 10" Wall Added 6/11/2015 3:21:27 PM 8" Wall Added 6/11/2015 2:37:29 PM Table: Load Pattern Definitions Table: Load Pattern Definitions LoadPat DesignType SelfWtMult AutoLoad GUID Notes DEAD Dead 1. 4ed12870-cecf-4804-8af 7-3ff0075ac1fa SNOW Snow 0. 4c9a28ef-4453-43f4-885 2-a5db2b757ec1 EARTH Pattern Live 0. a0485565-4019-4be5-a4 43-19211d58a421 SURCHARGE Pattern Live 0. 63838b5c-8270-4fc3-8c0 3-ff459cbd84e5 SEISMIC X Quake 0. None d3438321-f8c9-401d-8b7 3-634eb5043f38 SEISMIC Y Quake 0. None 508df452-1de4-4d10-8a8 7-0994a22ccc75 WIND Wind 0. None 136eb75b-fe23-454d-9c3 5-81 abbf2c7177 Table: Load Case Definitions, Part 1 of 3 Table: Load Case Definitions, Part 1 of 3 Case Type InitialCond ModalCase BaseCase MassSource DesTypeOpt DesignType DEAD LinStatic Zero Prog Det Dead SNOW LinStatic Zero Prog Det Snow EARTH LinStatic Zero Prog Det Pattern Live SURCHARG LinStatic Zero Prog Det Pattern Live E SEISMIC X LinStatic Zero Prog Det Quake SEISMIC Y LinStatic Zero Prog Det Quake WIND LinStatic Zero Prog Det Wind Table: Load Case Definitions, Part 2 of 3 Table: Load Case Definitions, Part 2 of 3 DesActOpt DesignAct AutoType RunCase CaseStatus GUID DEAD Prog Det Non -Compos None Yes Finished ite SNOW Prog Det Short -Term None Yes Finished Composite EARTH Prog Det Short -Term None Yes Finished Composite SURCHARG Prog Det Short -Term None Yes Finished E Composite SEISMIC X Prog Det Short -Term None Yes Finished Composite Computers and Structures, Inc. Page 5 of 16 23 2018-03-07 Bldg 2-83.sdb SAP20O0 v20.0.0 - License #2010*19Y74294ADSLRR7 07 March 2018 Table: Load Case Definitions, Part 2 of 3 Case DesActOpt DesignAct AutoType RunCase CaseStatus GUID SEISMIC Y Prog Det Short -Term None Yes Finished Composite WIND Prog Det Short -Term None Yes Finished Composite Table: Load Case Definitions, Part 3 of 3 Table: Load Case Definitions, Part 3 of 3 Case Notes DEAD SNOW EARTH SURCHARG E SEISMIC X SEISMIC Y WIND Table: Element Forces - Frames, Part 1 of 2 _Table: Element Forces - Frames, Part 1 of 2 Frame Station OutputCase CaseType StepType P V2- V3 T in Kip Kip Kip Kip -in 2 0. Envelope Combination Max -8.862 3.636 -0.436 4.819 2 12.6 Envelope Combination Max -8.685 3.636 -0.436 4.819 2 12.6 Envelope Combination Max -6.244 3.381 0.198 7.722 2 24.6 Envelope Combination Max -6.075 3.381 0.198 7.722 2 24.6 Envelope Combination Max -4.754 -1.19 -0.065 11.009 2 36.6 Envelope Combination Max -4.585 -1.19 -0.065 11.009 2 36.6 Envelope Combination Max -3.658 -1.015 -0.06 10.973 2 48.6 Envelope Combination Max -3.49 -1.015 -0.06 10.973 2 48.6 Envelope Combination Max -2.734 -0.649 -0.046 6.934 2 60.3 Envelope Combination Max -2.57 -0.649 -0.046 6.934 2 60.6 Envelope Combination Max -2.566 -0.649 -0.046 6.934 2 60.6 Envelope Combination Max -1.972 -0.257 -0.025 3.986 2 72.6 Envelope Combination Max -1.803 -0.257 -0.025 3.986 2 72.6 Envelope Combination Max -1.286 0.289 -3.749E-03 1.256 2 84.6 Envelope Combination Max -1.118 0.289 -3.749E-03 1.256 2 84.6 Envelope Combination Max -0.64 1.043 -0.245 0.035 2 96.6 Envelope Combination Max -0.472 1.043 -0.245 0.035 2 96.6 Envelope Combination Max -0.21 -0.4 0.385 -1.545 2 108.6 Envelope Combination Max -0.028 -0.4 0.385 -1.545 2 108.6 Envelope Combination Max -0.132 -0.101 -0.019 -1.13 2 120.6 Envelope Combination Max 0.055 -0.101 -0.019 -1.13 2 0. Envelope Combination Min -12.385 1.838 -0.632 1.903 2 12.6 Envelope Combination Min -12.149 1.838 -0.632 1.903 2 12.6 Envelope Combination Min -8.704 1.775 0.131 3.357 2 24.6 Envelope Combination Min -8.479 1.775 0.131 3.357 2 24.6 Envelope Combination Min -6.633 -2.39 -0.088 5.393 2 36.6 Envelope Combination Min -6.408 -2.39 -0.088 5.393 2 36.6 Envelope Combination Min -5.106 -2.042 -0.084 5.695 2 48.6 Envelope Combination Min -4.881 -2.042 -0.084 5.695 Computers and Structures, Inc. Page 6 of 16 24 2018-03-07 Bldg 2-83.sdb SAP2000 v20.0.0 - License #2010*19Y74294ADSLRR7 07 March 2018 Table: Element Forces - Frames, Part 1 of 2 - Frame Station ©utputCase CaseType StepType P V2 V3 T in Kip Kip Kip Kip -in 2 48.6 Envelope Combination Min -3.819 -1.315 -0.063 3.8 2 60.3 Envelope Combination Min -3.6 -1.315 -0.063 3.8 2 60.6 Envelope Combination Min -3.594 -1.315 -0.063 3.8 2 60.6 Envelope Combination Min -2.75 -0.509 -0.033 2.523 2 72.6 Envelope Combination Min -2.525 -0.509 -0.033 2.523 2 72.6 Envelope Combination Min -1.777 0.121 -0.013 0.328 2 84.6 Envelope Combination Min -1.552 0.121 -0.013 0.328 2 84.6 Envelope Combination Min -0.857 0.534 -0.415 -1.703 2 96.6 Envelope Combination Min -0.632 0.534 -0.415 -1.703 2 96.6 Envelope Combination Min -0.338 -0.607 0.227 -3.98 2 108.6 Envelope Combination Min -0.113 -0.607 0.227 -3.98 2 108.6 Envelope Combination Min -0.19 -0.149 -0.041 -2.693 2 120.6 Envelope Combination Min 0.032 -0.149 -0.041 -2.693 15 0. Envelope Combination Max -6.574 0.304 -9.704 4.293 15 9.05 Envelope Combination Max -6.472 0.304 -9.704 4.293 15 9.05 Envelope Combination Max -4.611 -0.05 -8.103 5.966 15 18.1 Envelope Combination Max -4.509 -0.05 -8.103 5.966 15 18.1 Envelope Combination Max -3.311 -0.014 -8.168 3.503 15 27.15 Envelope Combination Max -3.209 -0.014 -8.168 3.503 15 27.15 Envelope Combination Max -2.618 -1.419E-03 10.443 9.898 15 30.15 Envelope Combination Max -2.585 -1.419E-03 10.443 9.898 15 30.15 Envelope Combination Max -2.014 5.538E-03 3.505 3.881 15 60.3 Envelope Combination Max -1.675 5.538E-03 3.505 3.881 15 60.3 Envelope Combination Max -1.043 0.049 3.241 2.611 15 69.15 Envelope Combination Max -0.943 0.049 3.241 2.611 15 69.15 Envelope Combination Max -0.837 0.549 4.433 0.708 15 78. Envelope Combination Max -0.737 0.549 4.433 0.708 15 78. Envelope Combination Max -0.555 -0.489 -0.577 0.364 15 84.225 Envelope Combination Max -0.485 -0.489 -0.577 0.364 15 84.225 Envelope Combination Max -0.45 -0.127 0.65 0.344 15 90.45 Envelope Combination Max -0.38 -0.127 0.65 0.344 15 90.45 Envelope Combination Max -0.313 -7.557E-03 2.847 -0.056 15 120.6 Envelope Combination Max 0.033 -7.557E-03 2.847 -0.056 15 0. Envelope Combination Min -8.779 0.13 -13.009 3.073 15 9.05 Envelope Combination Min -8.643 0.13 -13.009 3.073 15 9.05 Envelope Combination Min -6.159 -0.119 -10.812 4.274 15 18.1 Envelope Combination Min -6.023 -0.119 -10.812 4.274 15 18.1 Envelope Combination Min -4.422 -0.024 -10.838 2.444 15 27.15 Envelope Combination Min -4.287 -0.024 -10.838 2.444 15 27.15 Envelope Combination Min -3.498 -0.013 7.911 7.195 15 30.15 Envelope Combination Min -3.453 -0.013 7.911 7.195 15 30.15 Envelope Combination Min -2.687 -3.783E-03 2.618 2.789 15 60.3 Envelope Combination Min -2.235 -3.783E-03 2.618 2.789 15 60.3 Envelope Combination Min -1.388 0.013 2.604 1.925 15 69.15 Envelope Combination Min -1.256 0.013 2.604 1.925 15 69.15 Envelope Combination Min -1.117 0.365 3.691 0.453 15 78. Envelope Combination Min -0.985 0.365 3.691 0.453 15 78. Envelope Combination Min -0.748 -0.691 -0.622 0.352 15 84.225 Envelope Combination Min -0.655 -0.691 -0.622 0.352 15 84.225 Envelope Combination Min -0.609 -0.173 0.565 0.177 15 90.45 Envelope Combination Min -0.516 -0.173 0.565 0.177 15 90.45 Envelope Combination Min -0.433 -0.01 2.73 -0.06 15 120.6 Envelope Combination Min 0.02 -0.01 2.73 -0.06 17 0. Envelope Combination Max -3.969 2.321 0.079 -9.37 Computers and Structures, Inc. Page 7 of 16 25 2018-03-07 Bldg 2-83.sdb SAP2000 v20.0.0 - License #2010*19Y74294ADSLRR7 07 March 2018 Frame Table: Element Forces - Frames, Part 1 of 2 Station OutputCase CaseType StepType P V2 V3 T in Kip Kip Kip Kip -in 17 9.05 Envelope Combination Max -3.842 2.321 0.079 -9.37 17 9.05 Envelope Combination Max -3.198 1.555 0.047 -15.366 17 18.1 Envelope Combination Max -3.071 1.555 0.047 -15.366 17 18.1 Envelope Combination Max -2.814 1.208 0.021 -19.292 17 27.15 Envelope Combination Max -2.687 1.208 0.021 -19.292 17 27.15 Envelope Combination Max -2.621 1.106 0.056 -20.282 17 30.15 Envelope Combination Max -2.579 1.106 0.056 -20.282 17 30.15 Envelope Combination Max -2.671 1.039 0.064 -9.989 17 60.3 Envelope Combination Max -2.247 1.039 0.064 -9.989 17 60.3 Envelope Combination Max -1.814 0.339 0.228 -18.129 17 69.15 Envelope Combination Max -1.69 0.339 0.228 -18.129 17 69.15 Envelope Combination Max -1.716 0.397 3.118E-03 -15.19 17 78. Envelope Combination Max -1.592 0.397 3.118E-03 -15.19 17 78. Envelope Combination Max -1.545 -0.4 0.01 -11.988 17 84.225 Envelope Combination Max -1.458 -0.4 0.01 -11.988 17 84.225 Envelope Combination Max -1.515 -0.496 0.085 -14.307 17 90.45 Envelope Combination Max -1.428 -0.496 0.085 -14.307 17 90.45 Envelope Combination Max -0.209 -0.445 0.142 2.393 17 120.6 Envelope Combination Max 0.306 -0.445 0.142 2.393 17 0. Envelope Combination Min -5.495 1.62 0.057 -13.26 17 9.05 Envelope Combination Min -5.326 1.62 0.057 -13.26 17 9.05 Envelope Combination Min -4.441 1.095 0.034 -21.72 17 18.1 Envelope Combination Min -4.271 1.095 0.034 -21.72 17 18.1 Envelope Combination Min -3.923 0.862 0.013 -27.255 17 27.15 Envelope Combination Min -3.753 0.862 0.013 -27.255 17 27.15 Envelope Combination Min -3.666 0.795 0.035 -28.548 17 30.15 Envelope Combination Min -3.609 0.795 0.035 -28.548 17 30.15 Envelope Combination Min -3.69 0.797 0.044 -14.628 17 60.3 Envelope Combination Min -3.125 0.797 0.044 -14.628 17 60.3 Envelope Combination Min -2.42 0.222 0.16 -26.457 17 69.15 Envelope Combination Min -2.254 0.222 0.16 -26.457 17 69.15 Envelope Combination Min -2.285 0.242 -1.007E-03 -22.405 17 78. Envelope Combination Min -2.119 0.242 -1.007E-03 -22.405 17 78. Envelope Combination Min -2.052 -0.574 3.211E-03 -19.048 17 84.225 Envelope Combination Min -1.935 -0.574 3.211E-03 -19.048 17 84.225 Envelope Combination Min -2.008 -0.613 0.07 -21.785 17 90.45 Envelope Combination Min -1.891 -0.613 0.07 -21.785 17 90.45 Envelope Combination Min -0.417 -0.519 0.101 -0.179 17 120.6 Envelope Combination Min 0.148 -0.519 0.101 -0.179 18 0. Envelope Combination Max -2.344 -0.071 0. 0. 18 23.744 Envelope Combination Max -2.344 -0.051 0. 0. 18 47.488 Envelope Combination Max -2.344 -0.031 0. 0. 18 71.232 Envelope Combination Max -2.344 -0.01 0. 0. 18 94.976 Envelope Combination Max -2.344 0.014 0. 0. 18 118.72 Envelope Combination Max -2.344 0.041 0. 0. 18 142.464 Envelope Combination Max -2.344 0.068 0. 0. 18 166.207 Envelope Combination Max -2.344 0.095 0. 0. 18 0. Envelope Combination Min -4.001 -0.095 0. 0. 18 23.744 Envelope Combination Min -4.001 -0.068 0. 0. 18 47.488 Envelope Combination Min -4.001 -0.041 0. 0. 18 71.232 Envelope Combination Min -4.001 -0.014 0. 0. 18 94.976 Envelope Combination Min -4.001 0.01 0. 0. 18 118.72 Envelope Combination Min -4.001 0.031 0. 0. 18 142.464 Envelope Combination Min -4.001 0.051 0. 0. Computers and Structures, Inc. Page 8 of 16 _ J ._, J J 2018-03-07 Bldg 2-83.sdb SAP2000 v20.0.0 - License #2010*19Y74294ADSLRR7 07 March 2018 _ _ Table: Element Forces - Frames, es, Part 1 of 2 Frame Station OutputCase CaseType StepType P V2 _ V3 T in Kip Kip Kip Kip -in 18 166.207 Envelope Combination Min -4.001 0.071 0. 0. 19 0. Envelope Combination Max -0.227 -1.348 0.129 0. 19 12. Envelope Combination Max -0.227 -1.348 0.044 0. 19 12. Envelope Combination Max -0.318 0.438 0.018 78.056 19 24. Envelope Combination Max -0.318 0.438 -0.065 78.056 19 24. Envelope Combination Max -0.401 0.695 0.063 87.51 19 36. Envelope Combination Max -0.401 0.695 -0.02 87.51 19 36. Envelope Combination Max -0.463 0.628 0.09 93.437 19 48. Envelope Combination Max -0.463 0.628 4.221E-03 93.437 19 48. Envelope Combination Max -0.577 0.513 0.078 91.032 19 60. Envelope Combination Max -0.577 0.513 -6.964E-03 91.032 19 60. Envelope Combination Max -0.686 0.406 0.07 90.312 19 72. Envelope Combination Max -0.686 0.406 -0.012 90.312 19 72. Envelope Combination Max -0.794 0.303 0.054 83.368 19 84. Envelope Combination Max -0.794 0.303 -0.024 83.368 19 84. Envelope Combination Max -0.882 0.192 0.045 78.7 19 96. Envelope Combination Max -0.882 0.192 -0.031 78.7 19 96. Envelope Combination Max -0.953 0.081 0.019 71.191 19 104. Envelope Combination Max -0.953 0.081 -0.029 71.191 19 104. Envelope Combination Max -1.004 -0.026 0.013 59.482 19 112. Envelope Combination Max -1.004 -0.026 -0.033 59.482 19 112. Envelope Combination Max -1.074 -0.192 0.013 59.479 19 120. Envelope Combination Max -1.074 -0.192 -0.033 59.479 19 120. Envelope Combination Max -1.225 -1.067 0.032 35.506 19 132. Envelope Combination Max -1.225 -1.067 -0.04 35.506 19 132. Envelope Combination Max -1.694 -5.532 0.038 20.924 19 144. Envelope Combination Max -1.694 -5.532 -0.035 20.924 19 0. Envelope Combination Min -0.373 -1.613 0.097 0. 19 12. Envelope Combination Min -0.373 -1.613 0.023 0. 19 12. Envelope Combination Min -0.491 0.205 -5.145E-03 56.834 19 24. Envelope Combination Min -0.491 0.205 -0.089 56.834 19 24. Envelope Combination Min -0.595 0.451 0.043 65.476 19 36. Envelope Combination Min -0.595 0.451 -0.025 65.476 19 36. Envelope Combination Min -0.661 0.43 0.063 70.33 19 48. Envelope Combination Min -0.661 0.43 -3.223E-03 70.33 19 48. Envelope Combination Min -0.801 0.368 0.054 70.75 19 60. Envelope Combination Min -0.801 0.368 -0.015 70.75 19 60. Envelope Combination Min -0.937 0.308 0.048 70.656 19 72. Envelope Combination Min -0.937 0.308 -0.023 70.656 19 72. Envelope Combination Min -1.079 0.249 0.036 67.658 19 84. Envelope Combination Min -1.079 0.249 -0.039 67.658 19 84. Envelope Combination Min -1.199 0.177 0.03 64.483 19 96. Envelope Combination Min -1.199 0.177 -0.048 64.483 19 96. Envelope Combination Min -1.3 0.062 9.934E-03 60.349 19 104. Envelope Combination Min -1.3 0.062 -0.046 60.349 19 104. Envelope Combination Min -1.371 -0.076 6.028E-03 50.089 19 112. Envelope Combination Min -1.371 -0.076 -0.051 50.089 19 112. Envelope Combination Min -1.478 -0.285 5.432E-03 51.212 19 120. Envelope Combination Min -1.478 -0.285 -0.051 51.212 19 120. Envelope Combination Min -1.708 -1.323 0.021 31.02 19 132. Envelope Combination Min -1.708 -1.323 -0.06 31.02 19 132. Envelope Combination Min -2.392 -6.494 0.028 18.461 19 144. Envelope Combination Min -2.392 -6.494 -0.048 18.461 20 0. Envelope Combination Max -0.694 4.924 0.06 0. Computers and Structures, Inc. Page 9 of 16 26 27 2018-03-07 Bldg 2-83.sdb SAP2000 v20.0.0 - License #2010*19Y74294ADSLRR7 07 March 2018 Table: Element Forces - Frames, Part 1 of 2 Station OutputCase CaseType StepType in P V2 V3 Kip Kip Kip Kip -in i 20 12. Envelope Combination Max -0.694 4.924 -0.018 0. 20 12. Envelope Combination Max -0.339 0.74 0.028 -74.971 20 24. Envelope Combination Max -0.339 0.74 -0.044 -74.971 20 24. Envelope Combination Max -0.219 -7.962E-03 0.056 -69.194 20 36. Envelope Combination Max -0.219 -7.962E-03 -0.021 -69.194 20 36. Envelope Combination Max -0.117 -0.517 0.053 -67.72 20 48. Envelope Combination Max -0.117 -0.517 -0.023 -67.72 20 48. Envelope Combination Max -0.122 -0.382 0.041 -67.493 20 60. Envelope Combination Max -0.122 -0.382 -0.036 -67.493 20 60. Envelope Combination Max -0.073 -0.358 0.049 -69.062 20 72. Envelope Combination Max -0.073 -0.358 -0.029 -69.062 20 72. Envelope Combination Max -0.036 -0.023 0.046 -64.173 20 84. Envelope Combination Max -0.036 -0.023 -0.031 -64.173 20 84. Envelope Combination Max 0.036 -0.188 0.045 -66.605 20 96. Envelope Combination Max 0.036 -0.188 -0.032 -66.605 20 96. Envelope Combination Max 0.192 -0.171 0.04 -54.038 20 108. Envelope Combination Max 0.192 -0.171 -0.036 -54.038 20 108. Envelope Combination Max 0.429 0.061 0.036 -53.178 20 120. Envelope Combination Max 0.429 0.061 -0.04 -53.178 20 120. Envelope Combination Max 0.824 1.172 0.033 -30.916 20 132. Envelope Combination Max 0.824 1.172 -0.043 -30.916 20 132. Envelope Combination Max 1.594 6.299 0.044 -19.892 20 144. Envelope Combination Max 1.594 6.299 -0.033 -19.892 20 0. Envelope Combination Min -1.075 3.685 0.045 0. 20 12. Envelope Combination Min -1.075 3.685 -0.03 0. 20 12. Envelope Combination Min -0.624 0.593 0.018 -102.336 20 24. Envelope Combination Min -0.624 0.593 -0.06 -102.336 20 24. Envelope Combination Min -0.457 -0.022 0.041 -92.492 20 36. Envelope Combination Min -0.457 -0.022 -0.034 -92.492 20 36. Envelope Combination Min -0.32 -0.813 0.039 -90.026 20 48. Envelope Combination Min -0.32 -0.813 -0.035 -90.026 20 48. Envelope Combination Min -0.285 -0.571 0.026 -86.918 20 60. Envelope Combination Min -0.285 -0.571 -0.05 -86.918 20 60. Envelope Combination Min -0.183 -0.541 0.033 -87.633 20 72. Envelope Combination Min -0.183 -0.541 -0.041 -87.633 20 72. Envelope Combination Min -0.095 -0.09 0.031 -79.143 20 84. Envelope Combination Min -0.095 -0.09 -0.044 -79.143 20 84. Envelope Combination Min -4.951E-04 -0.203 0.029 -80.948 20 96. Envelope Combination Min -4.951E-04 -0.203 -0.046 -80.948 20 96. Envelope Combination Min 0.113 -0.193 0.025 -63.807 20 108. Envelope Combination Min 0.113 -0.193 -0.051 -63.807 20 108. Envelope Combination Min 0.28 -5.385E-03 0.021 -62.55 20 120. Envelope Combination Min 0.28 -5.385E-03 -0.057 -62.55 20 120. Envelope Combination Min 0.55 0.945 0.018 -35.324 20 132. Envelope Combination Min 0.55 0.945 -0.061 -35.324 20 132. Envelope Combination Min 1.082 5.39 0.029 -22.975 20 144. Envelope Combination Min 1.082 5.39 -0.046 -22.975 21 0. Envelope Combination Max -7.257 -0.065 0. 0. 21 21.429 Envelope Combination Max -7.257 -0.046 0. 0. 21 42.857 Envelope Combination Max -7.257 -0.028 0. 0. 21 64.286 Envelope Combination Max -7.257 -9.215E-03 0. 0. 21 85.714 Envelope Combination Max -7.257 0.012 0. 0. 21 107.143 Envelope Combination Max -7.257 0.037 0. 0. 21 128.571 Envelope Combination Max -7.257 0.061 0. 0. Computers and Structures, Inc. Page 10 of 16 28 2018-03-07 Bldg 2-83.sdb SAP2000 v20.0.0 - License #2010*19Y74294ADSLRR7 07 March 2018 _ Table: Element Forces - Frames, Part 1 of 2 Frame Station OutputCase CaseType StepType P V2 V3 T in Kip Kip Kip Kip -in 21 150. Envelope Combination Max -7.257 0.086 0. 0. 21 0. Envelope Combination Min -9.357 -0.086 0. 0. 21 21.429 Envelope Combination Min -9.357 -0.061 0. 0. 21 42.857 Envelope Combination Min -9.357 -0.037 0. 0. 21 64.286 Envelope Combination Min -9.357 -0.012 0. 0. 21 85.714 Envelope Combination Min -9.357 9.215E-03 0. 0. 21 107.143 Envelope Combination Min -9.357 0.028 0. 0. 21 128.571 Envelope Combination Min -9.357 0.046 0. 0. 21 150. Envelope Combination Min -9.357 0.065 0. 0. 22 0. Envelope Combination Max -0.759 -0.065 0. 0. 22 21.429 Envelope Combination Max -0.759 -0.046 0. 0. 22 42.857 Envelope Combination Max -0.759 -0.028 0. 0. 22 64.286 Envelope Combination Max -0.759 -9.215E-03 0. 0. 22 85.714 Envelope Combination Max -0.759 0.012 0. 0. 22 107.143 Envelope Combination Max -0.759 0.037 0. 0. 22 128.571 Envelope Combination Max -0.759 0.061 0. 0. 22 150. Envelope Combination Max -0.759 0.086 0. 0. 22 0. Envelope Combination Min -1.252 -0.086 0. 0. 22 21.429 Envelope Combination Min -1.252 -0.061 0. 0. 22 42.857 Envelope Combination Min -1.252 -0.037 0. 0. 22 64.286 Envelope Combination Min -1.252 -0.012 0. 0. 22 85.714 Envelope Combination Min -1.252 9.215E-03 0. 0. 22 107.143 Envelope Combination Min -1.252 0.028 0. 0. 22 128.571 Envelope Combination Min -1.252 0.046 0. 0. 22 150. Envelope Combination Min -1.252 0.065 0. 0. Table: Element Forces - Frames, Part 2 of 2 Table: Element Forces - Frames, Part 2 of 2 Frame Station OutputCase StepType M2 M3 FrameEtem EtemStation in Kip -in Kip -ii in 2 0. Envelope Max -1.777 0.233 2-1 0. 2 12.6 Envelope Max 5.471 -23.672 2-1 12.6 2 12.6 Envelope Max 2.939 -24.819 2-2 0. 2 24.6 Envelope Max 0.566 -46.123 2-2 12. 2 24.6 Envelope Max -0.634 -43.922 2-3 0. 2 36.6 Envelope Max 0.216 -29.637 2-3 12. 2 36.6 Envelope Max -0.451 -22.808 2-4 0. 2 48.6 Envelope Max 0.375 -10.626 2-4 12. 2 48.6 Envelope Max -0.262 -2.222 2-5 0. 2 60.3 Envelope Max 0.374 13.168 2-5 11.7 2 60.6 Envelope Max 0.391 13.562 2-5 12. 2 60.6 Envelope Max -0.079 19.163 2-6 0. 2 72.6 Envelope Max 0.321 25.27 2-6 12. 2 72.6 Envelope Max -0.165 25.626 2-7 0. 2 84.6 Envelope Max -0.012 22.16 2-7 12. 2 84.6 Envelope Max -0.302 18.102 2-8 0. 2 96.6 Envelope Max 4.239 5.591 2-8 12. 2 96.6 Envelope Max 4.065 -0.272 2-9 0. 2 108.6 Envelope Max -0.246 7.011 2-9 12. 2 108.6 Envelope Max -0.287 0.729 2-10 0. 2 120.6 Envelope Max -0.06 2.514 2-10 12. 2 0. Envelope Min -2.499 -0.512 2-1 0. Computers and Structures, Inc. Page 11 of 16 29 2018-03-07 Bldg 2-83.sdb SAP2000 v20.0.0 - License #2010*19Y74294ADSLRR7 07 March 2018 Frame Table: Element Forces - Frames, Part 2 of 2 Station OutputCase StepType M2 w M3 FrameElem ElemStation in Kip -in Kip -in in 2 12.6 Envelope Min 3.718 -45.576 2-1 12.6 2 12.6 Envelope Min 1.941 -45.507 2-2 0. 2 24.6 Envelope Min 0.372 -86.082 2-2 12. 2 24.6 Envelope Min -0.841 -80.388 2-3 0. 2 36.6 Envelope Min 0.152 -51.703 2-3 12. 2 36.6 Envelope Min -0.645 -37.863 2-4 0. 2 48.6 Envelope Min 0.266 -13.805 2-4 12. 2 48.6 Envelope Min -0.384 -7.462 2-5 0. 2 60.3 Envelope Min 0.269 1.097 2-5 11.7 2 60.6 Envelope Min 0.283 1.317 2-5 12. 2 60.6 Envelope Min -0.194 4.749 2-6 0. 2 72.6 Envelope Min 0.159 8.374 2-6 12. 2 72.6 Envelope Min -0.405 9.195 2-7 0. 2 84.6 Envelope Min -0.36 7.695 2-7 12. 2 84.6 Envelope Min -0.742 6.206 2-8 0. 2 96.6 Envelope Min 2.56 -1.037 2-8 12. 2 96.6 Envelope Min 2.436 -3.552 2-9 0. 2 108.6 Envelope Min -0.558 2.394 2-9 12. 2 108.6 Envelope Min -0.599 -0.446 2-10 0. 2 120.6 Envelope Min -0.103 1.02 2-10 12. 15 0. Envelope Max 0. 0. 15-1 0. 15 9.05 Envelope Max 117.735 -1.177 15-1 9.05 15 9.05 Envelope Max 44.351 -0.897 15-2 0. 15 18.1 Envelope Max 142.203 -0.443 15-2 9.05 15 18.1 Envelope Max 93.533 -0.351 15-3 0. 15 27.15 Envelope Max 191.615 -0.222 15-3 9.05 15 27.15 Envelope Max 182.556 -0.168 15-4 0. 15 30.15 Envelope Max 151.226 -0.13 15-4 3. 15 30.15 Envelope Max 153.402 0.209 15-5 0. 15 60.3 Envelope Max 47.724 0.156 15-5 30.15 15 60.3 Envelope Max 55.208 0.953 15-6 0. 15 69.15 Envelope Max 26.528 0.519 15-6 8.85 15 69.15 Envelope Max 47.888 0.494 15-7 0. 15 78. Envelope Max 11.103 -2.96 15-7 8.85 15 78. Envelope Max 30.84 -3.142 15-8 0. 15 84.225 Envelope Max 34.435 -0.057 15-8 6.225 15 84.225 Envelope Max 51.491 -0.012 15-9 0. 15 90.45 Envelope Max 47.447 1.005 15-9 6.225 15 90.45 Envelope Max 68.896 0.213 15-10 0. 15 120.6 Envelope Max -16.304 0.517 15-10 30.15 15 0. Envelope Min 0. 0. 15-1 0. 15 9.05 Envelope Min 87.818 -2.753 15-1 9.05 15 9.05 Envelope Min 33.637 -2.183 15-2 0. 15 18.1 Envelope Min 106.972 -1.11 15-2 9.05 15 18.1 Envelope Min 71.106 -0.666 15-3 0. 15 27.15 Envelope Min 145.023 -0.453 15-3 9.05 15 27.15 Envelope Min 139.105 -0.284 15-4 0. 15 30.15 Envelope Min 115.373 -0.28 15-4 3. 15 30.15 Envelope Min 118.305 0.042 15-5 0. 15 60.3 Envelope Min 39.36 0.034 15-5 30.15 15 60.3 Envelope Min 47.64 0.53 15-6 0. 15 69.15 Envelope Min 24.591 0.381 15-6 8.85 15 69.15 Envelope Min 43.765 0.275 15-7 0. 15 78. Envelope Min 8.655 -4.366 15-7 8.85 Computers and Structures, Inc. Page 12 of 16 30 2018-03-07 Bldg 2-83.sdb SAP2000 v20.0.0 - License #2010*19Y74294ADSLRR7 07 March 2018 Frame Table: Element Forces - Frames, Part 2 of 2 Station OutputCase StepType M2 M3 FrameElem ElemStation in Kip -in Kip -in in , 15 78. Envelope Min 30.477 -4.538 15-8 0. 15 84.225 Envelope Min 34.351 -0.236 15-8 6.225 15 84.225 Envelope Min 49.105 -0.07 15-9 0. 15 90.45 Envelope Min 45.577 0.752 15-9 6.225 15 90.45 Envelope Min 66.001 0.126 15-10 0. 15 120.6 Envelope Min -16.933 0.374 15-10 30.15 17 0. Envelope Max 0.312 8.239 17-1 0. 17 9.05 Envelope Max -0.289 -8.825 17-1 9.05 17 9.05 Envelope Max 0.421 4.943 17-2 0. 17 18.1 Envelope Max -4.387E-03 -6.176 17-2 9.05 17 18.1 Envelope Max 0.036 5.74 17-3 0. 17 27.15 Envelope Max -0.097 -3.416 17-3 9.05 17 27.15 Envelope Max -0.042 4.43 17-4 0. 17 30.15 Envelope Max -0.148 1.112 17-4 3. 17 30.15 Envelope Max 0.649 6.71 17-5 0. 17 60.3 Envelope Max -0.89 -19.559 17-5 30.15 17 60.3 Envelope Max 2.206 -21.472 17-6 0. 17 69.15 Envelope Max 0.188 -24.417 17-6 8.85 17 69.15 Envelope Max 0.02 -21.403 17-7 0. 17 78. Envelope Max 0.013 -24.403 17-7 8.85 17 78. Envelope Max -0.019 -22.368 17-8 0. 17 84.225 Envelope Max -0.05 -19.19 17-8 6.225 17 84.225 Envelope Max -0.161 -16.094 17-9 0. 17 90.45 Envelope Max -0.601 -12.395 17-9 6.225 17 90.45 Envelope Max 1.444 -14.132 17-10 0. 17 120.6 Envelope Max -1.967 0.804 17-10 30.15 17 0. Envelope Min 0.228 5.835 17-1 0. 17 9.05 Envelope Min -0.4 -12.768 17-1 9.05 17 9.05 Envelope Min 0.305 3.309 17-2 0. 17 18.1 Envelope Min -0.017 -9.129 17-2 9.05 17 18.1 Envelope Min 0.019 3.546 17-3 0. 17 27.15 Envelope Min -0.153 -5.189 17-3 9.05 17 27.15 Envelope Min -0.074 2.282 17-4 0. 17 30.15 Envelope Min -0.238 -0.239 17-4 3. 17 30.15 Envelope Min 0.447 3.718 17-5 0. 17 60.3 Envelope Min -1.274 -24.62 17-5 30.15 17 60.3 Envelope Min 1.548 -26.366 17-6 0. 17 69.15 Envelope Min 0.122 -28.331 17-6 8.85 17 69.15 Envelope Min 8.753E-04 -23.988 17-7 0. 17 78. Envelope Min -7.423E-03 -26.129 17-7 8.85 17 78. Envelope Min -0.03 -23.15 17-8 0. 17 84.225 Envelope Min -0.083 -20.66 17-8 6.225 17 84.225 Envelope Min -0.171 -16.262 17-9 0. 17 90.45 Envelope Min -0.694 -13.083 17-9 6.225 17 90.45 Envelope Min 1.086 -14.888 17-10 0. 17 120.6 Envelope Min -2.845 -0.704 17-10 30.15 18 0. Envelope Max 0. 0. 18-1 0. 18 23.744 Envelope Max 0. 1.939 18-1 23.744 18 47.488 Envelope Max 0. 3.232 18-1 47.488 18 71.232 Envelope Max 0. 3.879 18-1 71.232 18 94.976 Envelope Max 0. 3.879 18-1 94.976 18 118.72 Envelope Max 0. 3.232 18-1 118.72 18 142.464 Envelope Max 0. 1.939 18-1 142.464 18 166.207 Envelope Max 0. -1.399E-15 18-1 166.207 Computers and Structures, Inc. Page 13 of 16 ._s L_1 • J 2018-03-07 Bldg 2-83.sdb SAP2000 v20.0.0 - License #2010*19Y74294ADSLRR7 07 March 2018 Table: Element Forces - Frames, Part 2 of 2 Frame Station OutputCase StepType M2 M3 FrameElem ElemStation in Kip -in Kip -in in 18 0. Envelope Min 0. 0. 18-1 0. 18 23.744 Envelope Min 0. 1.455 18-1 23.744 18 47.488 Envelope Min 0. 2.424 18-1 47.488 18 71.232 Envelope Min 0. 2.909 18-1 71.232 18 94.976 Envelope Min 0. 2.909 18-1 94.976 18 118.72 Envelope Min 0. 2.424 18-1 118.72 18 142.464 Envelope Min 0. 1.455 18-1 142.464 18 166.207 Envelope Min 0. -1.865E-15 18-1 166.207 19 0. Envelope Max 0. 0. 19-1 0. 19 12. Envelope Max -0.776 19.353 19-1 12. 19 12. Envelope Max -0.687 12.271 19-2 0. 19 24. Envelope Max -0.333 9.809 19-2 12. 19 24. Envelope Max -0.029 -1.795 19-3 0. 19 36. Envelope Max -0.2 -7.214 19-3 12. 19 36. Envelope Max 0.102 -17.372 19-4 0. 19 48. Envelope Max -0.36 -22.559 19-4 12. 19 48. Envelope Max -0.091 -32.863 19-5 0. 19 60. Envelope Max -0.386 -37.315 19-5 12. 19 60. Envelope Max -0.209 -45.945 19-6 0. 19 72. Envelope Max -0.43 -49.669 19-6 12. 19 72. Envelope Max -0.266 -58.173 19-7 0. 19 84. Envelope Max -0.345 -61.187 19-7 12. 19 84. Envelope Max -0.306 -70.849 19-8 0. 19 96. Envelope Max -0.296 -72.989 19-8 12. 19 96. Envelope Max -0.304 -83.551 19-9 0. 19 104. Envelope Max -0.223 -84.203 19-9 8. 19 104. Envelope Max -0.278 -92.915 19-10 0. 19 112. Envelope Max -0.164 -92.705 19-10 8. 19 112. Envelope Max -0.214 -97.911 19-11 0. 19 120. Envelope Max -0.099 -96.368 19-11 8. 19 120. Envelope Max -0.166 -96.338 19-12 0. 19 132. Envelope Max -0.029 -83.529 19-12 12. 19 132. Envelope Max -0.039 -66.385 19-13 0. 19 144. Envelope Max -3.844E-15 -2.581E-13 19-13 12. 19 0. Envelope Min 0. 0. 19-1 0. 19 12. Envelope Min -1.041 16.18 19-1 12. 19 12. Envelope Min -0.963 8.485 19-2 0. 19 24. Envelope Min -0.407 3.225 19-2 12. 19 24. Envelope Min -0.09 -15.826 19-3 0. 19 36. Envelope Min -0.281 -24.165 19-3 12. 19 36. Envelope Min 0.011 -39.611 19-4 0. 19 48. Envelope Min -0.462 -47.15 19-4 12. 19 48. Envelope Min -0.149 -61.012 19-5 0. 19 60. Envelope Min -0.512 -67.163 19-5 12. 19 60. Envelope Min -0.292 -77.606 19-6 0. 19 72. Envelope Min -0.589 -82.477 19-6 12. 19 72. Envelope Min -0.378 -91.088 19-7 0. 19 84. Envelope Min -0.475 -94.726 19-7 12. 19 84. Envelope Min -0.415 -103.323 19-8 0. 19 96. Envelope Min -0.422 -105.629 19-8 12. 19 96. Envelope Min -0.405 -114.266 19-9 0. 19 104. Envelope Min -0.32 -114.764 19-9 8. 19 104. Envelope Min -0.368 -122.081 19-10 0. 19 112. Envelope Min -0.243 -121.47 19-10 8. Computers and Structures, Inc. Page 14 of 16 31 32 2018-03-07 Bldg 2-83.sdb SAP2000 v20.0.0 - License #2010*19Y74294ADSLRR7 07 March 2018 Frame Table: Element Forces - Frames,__Part 2_ of 2 _ Station Outputease StepType M2 M3 FrameElem ElemStation_ in Kip -in Kip -in in 19 112. Envelope Min -0.284 -124.136 19-11 0. 19 120. Envelope Min -0.161 -121.852 19-11 8. 19 120. Envelope Min -0.238 -117.857 19-12 0. 19 132. Envelope Min -0.09 -101.983 19-12 12. 19 132. Envelope Min -0.069 -77.933 19-13 0. 19 144. Envelope Min -5.088E-15 -5.544E-13 19-13 12. 20 0. Envelope Max 0. 0. 20-1 0. 20 12. Envelope Max -0.154 -44.222 20-1 12. 20 12. Envelope Max -0.04 -64.964 20-2 0. 20 24. Envelope Max 0.134 -72.079 20-2 12. 20 24. Envelope Max 0.076 -26.563 20-3 0. 20 36. Envelope Max -0.052 -26.303 20-3 12. 20 36. Envelope Max 0.396 9.786 20-4 0. 20 48. Envelope Max 0.286 19.547 20-4 12. 20 48. Envelope Max -0.04 26.407 20-5 0. 20 60. Envelope Max -0.014 33.261 20-5 12. 20 60. Envelope Max 0.099 44.675 20-6 0. 20 72. Envelope Max 0.027 51.166 20-6 12. 20 72. Envelope Max 0.047 63.355 20-7 0. 20 84. Envelope Max 8.904E-03 63.63 20-7 12. 20 84. Envelope Max 0.013 79.441 20-8 0. 20 96. Envelope Max -5.589E-03 81.696 20-8 12. 20 96. Envelope Max -9.333E-03 94.944 20-9 0. 20 108. Envelope Max 0.021 96.991 20-9 12. 20 108. Envelope Max -0.013 109.132 20-10 0. 20 120. Envelope Max 0.083 108.398 20-10 12. 20 120. Envelope Max -0.012 108.635 20-11 0. 20 132. Envelope Max 0.126 94.575 20-11 12. 20 132. Envelope Max 0.02 75.585 20-12 0. 20 144. Envelope Max -2.202E-15 9.085E-14 20-12 12. 20 0. Envelope Min 0. 0. 20-1 0. 20 12. Envelope Min -0.212 -59.089 20-1 12. 20 12. Envelope Min -0.08 -82.234 20-2 0. 20 24. Envelope Min 0.104 -91.113 20-2 12. 20 24. Envelope Min 0.032 -28.728 20-3 0. 20 36. Envelope Min -0.114 -28.632 20-3 12. 20 36. Envelope Min 0.3 -3.225 20-4 0. 20 48. Envelope Min 0.215 3.092 20-4 12. 20 48. Envelope Min -0.138 8.04 20-5 0. 20 60. Envelope Min -0.05 12.69 20-5 12. 20 60. Envelope Min 0.035 22.853 20-6 0. 20 72. Envelope Min 0.018 27.185 20-6 12. 20 72. Envelope Min -0.019 38.099 20-7 0. 20 84. Envelope Min -3.098E-05 39.183 20-7 12. 20 84. Envelope Min -0.051 53.793 20-8 0. 20 96. Envelope Min -9.331E-03 56.227 20-8 12. 20 96. Envelope Min -0.09 70.285 20-9 0. 20 108. Envelope Min 0.011 72.607 20-9 12. 20 108. Envelope Min -0.083 86.158 20-10 0. 20 120. Envelope Min 0.056 86.217 20-10 12. 20 120. Envelope Min -0.095 89.581 20-11 0. 20 132. Envelope Min 0.089 78.233 20-11 12. 20 132. Envelope Min -0.039 64.676 20-12 0. 20 144. Envelope Min -2.986E-15 -1.431E-14 20-12 12. Computers and Structures, Inc. Page 15 of 16 33 2018-03-07 Bldg 2-83.sdb SAP2000 v20.0.0 - License #2010*19Y74294ADSLRR7 07 March 2018 Table: Element Forces - Frames, Part 2 of 2 _ - Frame Station f OutputCase StepType M2 M3 FrameElem�ElemStation in Kip -in Kip-ki in 21 0. Envelope Max 0. 0. 21-1 0. 21 21.429 Envelope Max 0. 1.58 21-1 21.429 21 42.857 Envelope Max 0. 2.633 21-1 42.857 21 64.286 Envelope Max 0. 3.159 21-1 64.286 21 85.714 Envelope Max 0. 3.159 21-1 85.714 21 107.143 Envelope Max 0. 2.633 21-1 107.143 21 128.571 Envelope Max 0. 1.58 21-1 128.571 21 150. Envelope Max 0. 3.131E-15 21-1 150. 21 0. Envelope Min 0. 0. 21-1 0. 21 21.429 Envelope Min 0. 1.185 21-1 21.429 21 42.857 Envelope Min 0. 1.975 21-1 42.857 21 64.286 Envelope Min 0. 2.37 21-1 64.286 21 85.714 Envelope Min 0. 2.37 21-1 85.714 21 107.143 Envelope Min 0. 1.975 21-1 107.143 21 128.571 Envelope Min 0. 1.185 21-1 128.571 21 150. Envelope Min 0. 2.348E-15 21-1 150. 22 0. Envelope Max 0. 0. 22-1 0. 22 21.429 Envelope Max 0. 1.58 22-1 21.429 22 42.857 Envelope Max 0. 2.633 22-1 42.857 22 64.286 Envelope Max 0. 3.159 22-1 64.286 22 85.714 Envelope Max 0. 3.159 22-1 85.714 22 107.143 Envelope Max 0. 2.633 22-1 107.143 22 128.571 Envelope Max 0. 1.58 22-1 128.571 22 150. Envelope Max 0. -7.744E-16 22-1 150. 22 0. Envelope Min 0. 0. 22-1 0. 22 21.429 Envelope Min 0. 1.185 22-1 21.429 22 42.857 Envelope Min 0. 1.975 22-1 42.857 22 64.286 Envelope Min 0. 2.37 22-1 64.286 22 85.714 Envelope Min 0. 2.37 22-1 85.714 22 107.143 Envelope Min 0. 1.975 22-1 107.143 22 128.571 Envelope Min 0. 1.185 22-1 128.571 22 150. Envelope Min 0. -1.033E-15 22-1 150. Computers and Structures, Inc. Page 16 of 16 2018-03-07 Bldg 2-83.sdb 3/7/2018 CIN `' 441 eel CCGC Gime., SAP2000 20.0.0 Area Sections Kip, in, F 34 2018-03-07 Bldg 2-83.sdb 3/7/2018 SAP2000 20.0.0 Steel Design Sections (AISC 360-10) Kip, in, F 35 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 BSWT BUILDING DEMOLITION Telephone (253) 474-9449 Fax (253)474-0153 36 JOB: 16509 DESIGNED: MEB DATE: 3/18 CHECKED: DATE: PAGE OF BASEMENT WALL ANALYSIS WHAT FOLLOWS Al 11.1 5CleN M IN1"5 MOM 1K MOON. 51-GWING 11-E NVNLOnNP1NG MOMEN115 IN 1Nf CONCMIE WALL MNAN1"5. 1-I5t WALL 5C110N5 App CN#CKNn 110 \VIMY TNF �XI511NG INFOpCING I5AnWUA1F, 2018-03-07 Bldg 2-83.sdb 3/7/2018 x SAP2000 20.0.0 2 3.3 4.4 5.5 6.6 7.7 8.8 9.9 1 Resultant M22 Diagram (Envelope - Max) Kip, in, F 37 38 2018-03-07 Bldg 2-83.sdb 3/7/2018 z 30 -2.20 -1.10 0.00 1.10 2.20 3.30 4.40 5.MM SAP2000 20.0.0 Resultant M11 Diagram (Envelope - Max) Kip, in, F SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 BSWT BUILDING DEMOLITION Telephone (253) 474-9449 Fax (253)474-0153 39 JOB: 16509 DESIGNED: MEB DATE: 3/18 CHECKED: DATE: PAGE OF SUMMARY OF P -M CURVE: Negative moments are when wall reinforcing is acting as above for a cantilevered retaining wall, Therefore, the same r) -AA curve is valid for 4Pn max i this case 0 - kip (Pn max kip sziPb kip 0 Graph := 1 (1)Mb kip. ft 14)Mn kip. ft MOM MOI7 L, C Graph = 0 151.441 1 151.44 34.18 103.86 X5.47 0 'ICKVA-LE5: Mu = 6kip•in P. := Okip C Moment at top of wall) P -M Curve Graph Check Values 4Mn 4Pn 4:IMn 4Pn 0 151.4394 0.5 0 1 151.4394 34.1782 103.8608 5.466663 0 160 140 120 100 $Pn 80 60 40 20 0 5 10 15 20 25 30 35 40 $IMn (Graph Mu Pu kip. ft kip FxISrlNG WALL ?INFORCING OK SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 BSWT BUILDING DEMOLITION 40 JOB: 16509 DESIGNED: MEB DATE: 3/18 CHECKED: DATE: PAGE OF P -M CURVE FOR CONCRETE WALL: fy_e = 40•ksi fc_e = 3000 psi tw = 10•in by,, = 12•in Ag := tw b,,, = 120•in2 ES = 29000 • ksi Ec_e = 3122.02 • ksi ht=7.5ft ht, =0.5ft dsc := 2in + 0.5in•0.5 d' := 1.5in + 0.625in•0.5 d := tw — dso = 7.75•in in Ec := 0.003 — in b Asc := 0.20in2• w = 0.15•in2 16in b As := 0.31in2• w = 0.53•in2 lin f fc e fy := fy_e # 4 at 16 inches on center # 5 at -inches on cerrler OP„ := 0.65•F0.85•fc (Ag — ASe) + As•f = 212.47•kip OP, max 0.75•4:1)P0 = 159.35- kip fy ES —Es d•E, c EC + ES Es = 0.00138 — 5.31•in I INFOpCING IM -EN 11.1 WALL 15 IN BEAM (p05111VMOnf MOWNf5) fs .— ES•Ec• (c — d') = 57.3•ksi > fy_e = 40•ksi c a := 0.85•c = 4.51•in Ce := 0.85 f� �a bw — Asc) = 137.71 •kip Cs := fyAsc = 6 -kip T := fyAS = 21.26. kip (1)Pb := 0.65. (C, + Cs — T) = 79.59 -kip tw a I tw � I r tw 11 (I)Mb:= 0.9 Cc 2 — 2) + Cs - 2 — d J + T 12 — dSe�� = 34.15•kip•ft r SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 BSWT BUILDING DEMOLITION 41 JOB: 16509 DESIGNED: MEB DATE: 3/18 CHECKED: DATE: PAGE OF := 1.4in Given 0.85•fe0.85•xc•bw + AseEs•[E, •(xc — d') — As•fy = 0 c := Find(xn) = 1.12• in d' = 1.81 • in s Es• c •(c — d',1= —53.25•ksi c J xe := 1.lin Given fy = 40•ksi 0.85•fe0.85•xe•bn,—Asefy—As•fy=0 xc > 0 c := Find(xn) = 1.05 • in E Es• c•(c—d'JI=-63.47•ksi c J fy = 40•ksi pe -evaluate wi fi - 40 ksi Mn := AS'fy'I h — d'1— ASe f . h — d,C)+ 0.85•f� 0.85•c•bw h 0.85•c 2 i 2) 2 2) ) (1)Mn := 0.9•Mn = 13.16•kip•ft (1)M„ = 157.86•kip•in (1)Pa = 212.47•kip SITTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 BSWT BUILDING DEMOLITION 42 JOB: 16509 DESIGNED: MEB DATE: 3/18 CHECKED: DATE: PAGE OF SUMMARY OF P -M CURVE: 1 Graph := 0 1 (1)Mb kip. ft kip (OKI kip. ft 4 nmax1 kip 4Pn max kip �Pb 0 ) FI OM MOM, CHECK VALL. 5: P -M Curve Graph Mn (1)Pn 0 159.3514 1 159.3514 34.15496 79.59177 13.15523 0 Graph = ( 0 159.35 1 159.35 34.15 79.59 13.16 0 ) Mu := 11kip. in Check Values 4Mn OPn 0.916667 0.95625 P„ := 1.2•t •0.85-ht•bw 150pcf = 0.96•kip $Pn 180 160 140 120 100 80 60 40 20 0 0 5 10 15 20 25 30 35 40 ,Mn (Graph Mu Pu kip. ft kip ) EXI511NG WALL EINF01?CING OK m 1 SETTS & HILL ENGINEERS INC. 4815 Center St., Tacoma, WA 98409-5697 Telephone (253) 474-9449 Fax (253)474-0153 BSWT BUILDING DEMOLITION 43 JOB: 16509 DESIGNED: MEB DATE: 3/18 CHECKED: DATE: PAGE OF BENDING ABOUT THE VERTICAL AXIS HRIZONTAL INFOI?CING 15 44 At 16" OC, SACH FACS, CON5F 51NGLF LAY>;t? OF ptINFOt?CING. f c_e = 3000 psi MC?0M M0 L fy_e = 40000 psi M„ := 10kip•in b, = 12•in d = 7.75•in 1.7•fe e•bw d2 6.8•fc• bw M„ 4 C1 :_ - - 5.93 in C2 :_ = 0.42•in 2 fy-e 0.9 f 2 4 y_e As_regd := C —1,1C12 — C2 ?VA11Vl;LY VALUA1 A5 A b OK 4 As reqd = 0.05•in2 < 0.20in2• w = 0.15•in2 3 - 16in fe 3• — psi bw d = 0.38•in2 fy psi 200psi bw d = 0.47•in2 c_e SITTS & HILL ENGINEERS , INC. TACOMA, WASHINGTON��(253) 474-9449 �% PROJECT IN�"' ' iA 9J4L DESIGNED j\/.k4 DATE CHECKED DATE JOB 1« SHEET 44 OF 14,9 `: C 4tre, / /9.4 k .� SITTS & HILL ENGINEERS, INC. DESIGNED fri6? DATE TACOMA, WASHINGTON (253) 474-9449 PROJ ECT ./\ CHECKED DATE JOB (e)5477 SHEET 45 OF 2018-03-07 Bldg 2-83.sdb 3/7/2018 SAP2000 20.0.0 Axial Force Diagram (Envelope) Kip, in, F I PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0064 DATE: 03/09/18 PROJECT NAME: BOEING #2-83 - WIND TUNNEL DEMO III SITE ADDRESS: 8123 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: PrWC Building Division Wok 1/141q 3-I11—(0 Public Wofks l Fire Prevention Structural n Na 313 3 Planning Division Permit Coordinator 111 PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 03/13/18 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required n n (corrections entered in Reviews) Notation: DUE DATE: 04/10/18 Approved with Conditions Denied (ie: Zoning Issues) nOk, \l -P [(DV) GlAttti REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW 0 Staff Initials: 12/18/2013 BOEING COMPANY, THE 1lomc Espanol Contact Safety & Health Claims & Insurance Clik Washington State Department of Labor & Industries Search L&I Page 1 of 9 c= ,'LL0 4 1 Index 1lelp My I &1 Workplace Rights Trades & Licensing 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 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 4/3/2018 BOEING COMPANY, THE Page 2 of 9 Bond FEDERAL INS CO Bond account no. 81312466 $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. HD0G27870442 $10,000,000.00 Received by L&I Effective date 10/06/2017 10/01/2017 Expiration date 10/01/2018 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&I 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 700,216-00 Doing business as BOEING COMPANY THE Estimated workers reported N/A L&I account contact (360)902-4817 Track this contractor 0 Self Insured. This business is certified to cover its own workers' comp costs. No premiums due. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid ............ . No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 02/27/2018 Inspection no. 317948012 Location 3003 W Casino Rd Everett, WA 98203 No violations Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 4/3/2018 LOCATION IN REGION TO EVERLI1 UKILTEO IEVERREIij on 2 J LYNN SOD DMOND: TO TA •MA KIR LAND RE ra AUBURN IAUBURN ISSAQUAH PROJECT SITE VICINITY MAP (1) 2-41 2-40 2-44 2-49 2-66 2-51 12-64 2-65 2-84 2-117 2-126 2-63 2- >— CD 2-4 GATE B-18 SITE ACCESS 2-55 0 • PROJECT SITE BUILDING 2-83 PROJECT SUMMARY DESCRIPTION OF WORK: DEMOLISH EXISTING TAX PARCEL: 0001600020 SITE ADDRESS: 7755 EAST MARGINAL OWNER: THE BOEING COMPANY FACILITIES SERVICES P.O. BOX 3707, SEATTLE, WASHINGTON OCCUPANCY: F-1 CONSTRUCTION: TYPE II B, FULLY BUILDING AREA: CURRENT: BUILDING HEIGHT: CURRENT: BUILDING. WAY - SHARED M/C 46-88 98124-2207 SPRINKLERED 9,690 SF MAIN 1.835 SF OCCUPIABLE Ii 11 SOUTH CONTACT: MARTY PROBST SERVICES GROUP FLOOR BASEMENT 11,525 SF 36' HIGH ROOF 14' LOW ROOF PROJECT CODES 1. 2015 INTERNATIONAL BUILDING CODE (IBC) REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 05.23.17 SUPERSONIC WIND TUNNEL BUILDING DEMO W3281256 SITTS M. BOCK 03.07.18 SEPAFLA,I'i E iET _,,/Mechanical M,_, /E��Iectncal t lumbing 111 Gas Piping City of Tukwila BUILDING DIVISION LEGAL DESCRIPTION APM: 000160-0020_. A TRACT OF LAND BETWEEN THE DUWAMISH WATERWAY AS ESTABLISHED BY COMMERCIAL WATERWAY DISTRICT #1 OF KING COUNTY, WASHINGTON AND EAST MARGINAL WAY IN SECTION 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M. AND IN THE JOHN BUCKLEY DONATION CLAIM No. 42; SAID TRACT ALSO BEING THE SOUTHERLY PORTION OF A LARGER TRACT COMMONLY CALLED THE BOEING COMPANY'S PLANT NUMBER TWO SITE, DESCRIBED AS FOLLOWS: BEGINNING AT THE SECTION CORNER COMMON TO SECTIONS 28, 29, 32 AND 33; THENCE SOUTH 88'08'07" EAST ALONG THE NORTH LINE OF SAID SECTION 33, A DISTANCE OF 982.000 FEET TO AN INTERSECTION WITH THE SOUTHWESTERLY MARGIN OF EAST MARGINAL WAY; THENCE SOUTH 47'51'53" EAST ALONG SOUTHWESTERLY MARGIN 684.62 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE SOUTH 42'25'24" WEST 1215.02 FEET MORE OR LESS TO A POINT ON THE NORTHEASTERLY MARGIN OF SAID DUWAMISH WATERWAY, SAID POINT BEING ON A CURVE FROM WHENCE THE CENTER BEARS SOUTH 42'16'23" WEST 1969.12 FEET; THENCE SOUTH- EASTERLY ALONG SAID CURVE, A DISTANCE OF 397.99 FEET TO THE POINT OF INTERSECTION WITH A LINE LYING 825.00 FEET SOUTH, AS MEASURED AT RIGHT ANGLES, OF THE NORTH LINE OF THE JOHN BUCKLEY DONATION LAND CLAIM No. 42. THENCE SOUTH 89'09'36" EAST ALONG SAID LINE, PARALLEL WITH THE NORTH LINE OF SAID DONATION LAND CLAIM No. 42, A DISTANCE OF 1387.45 FEET TO THE WESTERLY MARGIN OF EAST MARGINAL WAY; THENCE NORTH 22'32'15" WEST 160.30 FEET, FOLLOWING SAID WESTERLY MARGIN TO THE POINT OF CURVATURE OF A,CURVE HAVING A RADIUS 2828.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE, A DISTANCE OF 1250.10 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE NORTH 47'51'53" WEST 76,82 FEET TO THE TRUE POINT OF BEGINNING: THIS TRACT CONTAINING AN AREA OF 2,897,955 SQUARE FEET, MORE OR LESS. REVISIONS�!__�_...,_,. No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees FILE COPY Permit No. �' �(01--. Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Feld Copy and conditions is aclmowledged: RECEIVED CITY OF TUKWILA MAR 0 9 2019 PERMIT CENTER Data: City of Tukwila BUILDING DIVISION ISSUED FOR PERMIT MARCH 7, 2018 1REVIF_VVED FOR CODE COMPLIANCE APPROVED City of Tukwila BUILDING DIVl t$C; MAR 2 9 2018 SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4015 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474.9449 1 FAX: (253) 474-9449 hHp://www.alfts.11111-engineers.eorni Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. Johnson ATE 05.15.15 CHECKED B. Leslie "ENGINEER M. Bock CHECKED B. Leslie APPROVED APPROVED 05.15.15 05.15.15 05.15.15 SUBTITLE TITLE COVER SHEET SUPERSONIC WIND TUNNEL REMOVAL PLANT 2 GENERAL PLANT 2, WA. CURRENT REVISION W3281256 SYMBOL DATE 03.07.18 SHEET GO JOB NO. W3281256 COMP NO. DWG NO. 2-83-GO PROJECT DRAWING LIST DRAWING NO. SHEET NO. DRAWING TITLE REV DATE G=V-AL 2-83-GO GO COVER SHEET A 03.07.18 2-83-G1 G1 SHEET INDEX A 03.07.18 S ,GTLRA_ 2-83-S2F S2F GENERAL STRUCTURAL NOTES -- 03.07.18 2-83-1S63R 1S63R PARTIAL FIRST FLOOR SLAB PLAN - REMOVAL -- 03.07.18 2-83-S163R S163R PARTIAL ROOF FRAMING PLAN - REMOVAL -- 03.07.18 2-83-S550R S550R ENLARGED FLOOR FRAMING PLAN - REMOVAL A 03.07.18 2-83-S551R S551R ENLARGED ROOF FRAMING PLAN - REMOVAL A 03.07.18 2-83-S550 S550 ENLARGED FLOOR FRAMING PLAN A 03.07.18 2-83-S552 S552 SECTIONS A 03.07.18 2-83-S553 S553 SECTIONS A 03.07.18 2-83-S554 S554 SECTIONS A 03.07.18 2-83-S555 S555 MISC SECTIONS AND DETAILS A 03.07.18 2-83-S556 S556 MISC SECTIONS AND DETAILS A 03.07.18 REVISION BY APPROVED DATE SY REVISION BY APPROVED DATE BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 10.08.15 SUPERSONIC WIND TUNNEL BUILDING DEMO W3281256 SITTS M. BOCK 03.07.18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. Johnson CHECKED B. Leslie DATE 05.15.15 05.15.15 SUBTITLE UED OR PERMIT MARCH 7, 2018 SHEET INDEX REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 9 2018 City of Tukwila BUILDING L-Nylat(i RECEIVED CITY OF TUKWILA MAR 0 9 2018 PERMIT CENTER SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474.9449 I FAX: (253) 474.9449 http://www.sIns-hill-engineors,com/ Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ CURRENT REVISION W3281256 SYMBOL DATE 03.07.18 NGINELR M. Bock CHECKED B. Leslie APPROVED APPROVED 05.15.15 05.15.15 TITLE BOEING SUPERSONIC WIND TUNNEL REMOVAL PLANT 2 GENERAL PLANT 2, WA SHE GI OB NO. W3281256 COMP NO. DWG NO. 2-83-G1 GENERAL STRUCTURAL NOTES (GSN) SYM CODES AND REFERENCES: Z 13 EDITION OF THE INTERNATIONAL BUILDING CODE (I8C), WITH STATE OF WASHINGTON AND CITY OF TUKWILA AMENDMENTS AND SUPPLEMENTED WITH (ASCE 7)-10. ALL CODE REFERENCES HEREAFTER SHALL CORRESPOND TO THE FOLLOWING EDITIONS, U.N.O.: LOADS: RISK CATEGORY = II. ROOF: ROOF DESIGN SNOW LOAD = 25 PSF. FLOOR: TEST ROOM FLOOR LIVE LOAD = 150 PSF (REFERENCE). OTHER ELEMENTS: RESTRICTIONS ON ALLOWABLE CONSTRUCTION LOADING ARE SHOWN ON SHEET 2—YD—C720. LOAD RATING OF OTHER AREAS IS PER THE CONTRACTOR HANDRAILS AND GUARDRAILS SHALL BE DESIGNED TO RESIST 50 PLF OR 200 LB CONCENTRATED LOAD ANYWHERE ALONG THE TOP RAIL. WIND: WIND SPEED = 110 MPH, EXPOSURE C. WALL COMPONENTS AND CLADDING PRESSURE = +/— 25 PSF. ROOF NET UPLIFT COMPONENTS AND CLADDING PRESSURE = 15 PSF. SEISMIC: IMPORTANCE FACTOR IE = 1.0. LATITUDE = 47.529; LONGITUDE =—122.305. SS = 1.512, S1 = 0.576, SEISMIC SITE CLASS = D. SDS 1.008, SD1 = 0.576, SEISMIC DESIGN CATEGORY = D. ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE. DEMOLITION: THE EXTENT AND LOCATION OF THE DEMOLITION WORK IS INDICATED ON THE DRAWINGS. THE WORK INCLUDES THE REQUIREMENTS FOR THE REMOVAL, WHOLLY OR IN PART, AND SATISFACTORY, LEGAL DISPOSAL OF ALL BUILDINGS, UTILITIES, FENCES, PAVEMENTS, CURBS, STRUCTURES, LIGHT FIXTURES, CONDUITS, WIRES AND OTHER OBSTRUCTIONS WHICH ARE DESIGNATED TO BE DEMOLISHED. THE DEMOLITION WORK SHOWN IS FOR GUIDANCE ONLY TO INDICATE TYPICAL GENERAL CONSTRUCTION FEATURES OF THE VARIOUS TYPES OF STRUCTURES, AND IS NOT TO BE CONSTRUED AS DEFINITIVE OR ADEQUATE TO SUPPLANT THE ACTUAL ON —SITE INSPECTION BY THE CONTRACTOR. DURING THE AUDIT PERFORMED BY THE CONTRACTOR, ALL UTILITIES OR MISCELLANEOUS STRUCTURES THAT WILL INTERFERE WITH THE DEMOLITION SHALL BE IDENTIFIED AND BROUGHT TO THE ATTENTION OF THE BOEING CONSTRUCTION MANAGER. STEEL OR WOODEN STRUCTURES, UTILITIES, OR EQUIPMENT TO BE SALVAGED FOR THE OWNER SHALL BE CAREFULLY DISMANTLED WITHOUT UNNECESSARY DAMAGE. STEEL OR WOODEN MEMBERS SHALL BE MATCH —MARKED AS REQUIRED OR INDICATED ON THE PLANS. DISPOSE OF AS MUCH BUILDING DEMOLITION DEBRIS AT LOCAL RECYCLING VENDORS AS POSSIBLE. CONTRACTOR TO SUBMIT DEMOLITION PLAN, INCLUDING RECYCLING PLAN, TO THE OWNER FOR APPROVAL PRIOR TO COMMENCEMENT OF THE WORK. PER THE PLANS, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL A DEMOLITION SHORING PLAN FOR PROTECTION OF THE EXISTING SUPERSONIC WIND TUNNEL AND RELATED EQUIPMENT. PLAN SHALL INCLUDE ANY SCAFFOLDING, PLATFORMS, OR OTHER MISCELLANEOUS ITEMS. STRUCTURAL CALCULATIONS FOR THE SHORING, SEALED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF WASHINGTON, SHALL BE SUBMITTED FOR APPROVAL PRIOR TO PLACEMENT. FOUNDATIONS: EXISTING BUILDING COMPONENTS ARE SUPPORTED ON PILE FOUNDATIONS. LOADS TO EXISTING PILE FOUNDATIONS ARE NOT MATERIALLY CHANGED BY THE PROPOSED MODIFICATIONS. CONCRETE: EXISTING CONCRETE HAS A MINIMUM 28—DAY STRENGTH OF 3,000 PSI (REFERENCE). MINIMUM 28—DAY STRENGTH OF ALL NEW CONCRETE SHALL BE 4,000 PSI ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI. MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED. MAXIMUM SLUMP IS 4 1/2" FOR CONCRETE WITHOUT PLASTICIZER. IF PLASTICIZER IS USED, A HIGHER FINAL SLUMP MAY BE ALLOWED UPON STRUCTURAL ENGINEER'S APPROVAL. MAXIMUM WATER/CEMENT RATIO (W/C) SHALL BE 0.45. USE 3/4" MINUS COARSE AGGREGATE. PROVIDE AIR ENTRAINMENT (5% ± 1%) IN CONCRETE EXPOSED TO FREEZE —THAW ACTION. FLY ASH, IF USED, SHALL BE LIMITED TO 18% OF CEMENTITIOUS MATERIALS AND SHALL HAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY ASH ADDITIVES SHALL BE USED IN FLATWORK OR ARCHITECTURALLY EXPOSED CONCRETE, REINFORCING STEEL FOR CONCRETE: EXISTING CONCRETE REINFORCING IS ASTM A15, INTERMEDIATE GRADE, HAVING MINIMUM FY = 40 KSI (REFERENCE). NEW REINFORCING SHALL BE ASTM A615, GRADE 60 (FY = 60 KSI), DEFORMED BARS FOR ALL BARS. ALL GRADE 60 REINFORCING TO BE WELDED SHALL BE ASTM A706. NO TACK WELDING OF REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE STRUCTURAL ENGINEER. ACI 318 SHALL APPLY. CLEAR CONCRETE COVERAGES AS FOLLOWS: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH . . 3" EXPOSED TO EARTH OR WEATHER: #6 OR LARGER 2" #5 AND SMALLER 1 1/2" COLUMNS (TO TIES) . . 1 1/2" BEAMS (TO STIRRUPS) 1 1/2" FLAT SLAB 3/4" ALL OTHER PER ACI 318. ADHESIVE FOR THREADED ROD OR DOWELS (EPDXY): ALL ADHESIVE DOWELS SHALL HAVE CURRENT ICC APPROVAL FOR MATERIAL INTO WHICH INSTALLATION TAKES PLACE, SUCH AS HILTI HIT —RE 500—SD (ICC ESR-2322) AND SIMPSON SET—XP (ICC ESR-2508) OR APPROVED EQUIVALENT. EXPANSION JOINT FILLER: BITUMINOUS TYPE CONFORMING TO ASTM D1751. SEALANT: SEALANT (CAULK) SHALL BE SIKAFLEX 1A OR APPROVED EQUIVALENT. REVISION BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 DRYPACK: DRYPACK SHALL BE 5,000 PSI NON —SHRINK GROUT, FIVE STAR OR EQUIVALENT. INSTALL DRYPACK UNDER BEARING PLATES BEFORE FRAMING MEMBER IS INSTALLED. AT COLUMNS, INSTALL DRYPACK UNDER BASE PLATES AFTER COLUMN HAS BEEN PLUMBED BUT PRIOR TO FLOOR OR ROOF INSTALLATION. MINERAL AGGREGATE GROUT MAY BE SUBSTITUTED FOR DRYPACK AT THE CONTRACTOR'S OPTION. MINERAL AGGREGATE GROUT: MINERAL AGGREGATE GROUT SHALL BE MASTERFLOW 555 AS MANUFACTURED BY BASF CHEMICAL COMPANY OR PRE —APPROVED EQUIVALENT. APPLICATION SHALL BE PERFORMED PER THE MANUFACTURERS RECOMMENDATIONS. STRUCTURAL STEEL: ALL CONSTRUCTION SHALL BE PER AISC—SCM. ALL STRUCTURAL STEEL SHALL BE AS FOLLOWS: WIDE FLANGE STEEL. .A.S.T.M. A992, GRADE 50 FY = 50 KS H—PILE STEEL. .A.S.T.M. A572 FY = 50 KS HOLLOW SQUARE OR RECTANGULAR STEEL. • .A.S.T.M. A500, GRADE B FY = 46 KS OR A.S.T.M. FY = 50 KS HOLLOW ROUND STEEL A.S.T.M. A500, GRADE B FY = 42 KS PIPE STEEL • . A.S.T.M. A53, TYPE E OR S, GRADE B• • • FY = 35 KS ALL OTHER STRUCTURAL STEEL SHAPES• • •A.S.T.M. A36 • FY = 36 KS BOLTS: ALL BOLTS, THREADED ROD, ETC., SHALL BE INSTALLED WITH STEEL WASHERS AT SLOTTED HOLES IN STEEL SECTIONS, U.N.O. ALL BOLTS USED WITH UGHT GAGE STEEL SHALL CONFORM TO ASTM A307, GRADE A, U.N.O. ALL BOLTS USED WITH STRUCTURAL STEEL SHALL CONFORM TO ASTM A325 AND SHALL BE INSTALLED AS BEARING —TYPE CONNECTIONS WITH THREADS INCLUDED IN SHEAR PLANE (I.E. A TYPE "N" CONNECTION). ASTM A325 BOLTS SHALL BE INSTALLED SNUG —TIGHT, TYPICAL, U.N.O. THREADED ROD: ALL THREADED ROD SHALL CONFORM TO ASTM F1554, GRADE 36, U.N.O. WHERE INDICATED ON PLANS, USE GRADE 55 ROD. ALL GRADE 55 ANCHORS USED IN WELDED APPLICATIONS SHALL MEET THE REQUIREMENTS OF ASTM F1554, SUPPLEMENT Si. WELDING: WELDERS HOLDING VALID W.A.B.O. CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR NOTES SHALL PERFORM ALL WELDING. CERTIFICATES SHALL BE THOSE ISSUED BY AN ACCEPTED TESTING AGENCY. ALL WELDING DONE BY E70 SERIES LOW HYDROGEN RODS, U.N.O. FOR GRADE 60 REINFORCING BARS, USE E90 SERIES. ALL WELDING SHALL BE PER LATEST AWS STANDARDS. THESE DRAWINGS DO NOT DISTINGUISH BETWEEN SHOP AND FIELD WELDS; THE CONTRACTOR MAY SHOP WELD OR FIELD WELD AT THEIR DISCRETION. SHOP WELDS AND FIELD WELDS SHALL BE SHOWN ON THE SHOP DRAWINGS SUBMITTED FOR REVIEW. ALL FULL/COMPLETE PENETRATION WELDS SHALL BE TESTED AND CERTIFIED BY AN INDEPENDENT TESTING LABORATORY. METAL ROOFING: METAL ROOFING SHALL BE HR-36 DECKING AS MANUFACTURED BY AEP SPAN AND SHALL BE 1 1/2" DEEP, 3'-0" WIDE, 24 GAGE PAINTED STEEL, WITH MINIMUM YIELD STRESS OF 80 KSI. DECK SHALL BE ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AS A DOUBLE SPAN AND SHALL BE ATTACHED WITH (5) #12 SCREWS AT ALL SUPPORT MEMBERS AND #12 SCREWS AT 12" O.C. AT SIDE LAPS. HORIZONTAL METAL SIDING: HORIZONTAL METAL SIDING SHALL BE REVERSE MINI V—BEAM AS MANUFACTURED BY AEP SPAN AND SHALL BE 1 3/8" DEEP, 32" WIDE, 24 GAGE PAINTED STEEL, WITH MINIMUM YIELD STRESS OF 80 KSI. DECK SHALL BE ATTACHED WITH (5) #12 SCREWS AT ALL STUDS. GUARDRAILS: GUARDRAIL POSTS AND RAILS SHALL BE WELDED CONSTRUCTION, SHOP FABRICATED FROM 1 1/2" DIA, SCHEDULE 40 ASTM A53 GRADE B, TYPE E, HOT DIPPED GALVANIZED STEEL PIPE. FIT POST TO TOP OF RAIL AND INTERMEDIATE RAIL TO POST. MITER OR BEND RAILS CONTINUOUSLY AT CORNERS, EXCEPT AT CORNERS WITH POSTS. GROOVE —WELD ALL JOINTS AND GRIND SMOOTH. SPLICES IN RAILS, AS REQUIRED, SHALL OCCUR WITHIN 1/6TH OF THE SPAN NEXT TO POSTS, U.N.O. FIELD WELDS SHALL BE POLISHED AND BUFFED, AND SHALL HAVE A PROTECTIVE COATING APPLIED IN ACCORDANCE WITH THESE GENERAL STRUCTURAL NOTES. VENT AND DRAIN HOLES SHALL BE PROVIDED AS INDICATED IN ASTM A385. COLD -FORMED STRUCTURAL STEEL FRAMING: STUDS AND JOISTS: ALL COLD —FORMED STEEL FRAMING SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH AISI. STEEL FOR 16 GAGE AND THICKER STUDS AND JOISTS, AND FOR ALL DIAGONAL TENSION STRAPS, SHALL HAVE A MINIMUM YIELD STRENGTH OF 50 KSI. STEEL FOR ALL 18 AND 20 GAGE STUDS AND JOISTS, AND FOR ALL GAGES OF TRACK, ACCESSORIES AND BRIDGING SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI. STEEL SHALL BE GALVANIZED AT LOCATIONS EXPOSED TO WEATHER AND WHEREVER NOTED. ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND BOTTOM TRACK. BRIDGING SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION WITH THE FOLLOWING MINIMUM REQUIREMENTS: NON —LOAD —BEARING WALLS UP TO 10'-0" HIGH NON —LOAD —BEARING WALLS GREATER THAN 10'-0" HIGH LOAD —BEARING WALLS • ' • • • • • • ' • • .. • . • • • . • .. • • BRIDGING AT MID —HEIGHT BRIDGING AT 5'-0" O.C. MAX. BRIDGING AT 4'-0" 0.C. MAX. IN ADDITION, BRIDGING SHALL BE PROVIDED AT ROOF LINES AND ELSEWHERE AS NOTED ON THE DRAWINGS. SOLID BLOCKING SHALL BE INSTALLED IN LIEU OF BRIDGING WHERE NOTED ON THE DRAWINGS. MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: USE TYPE DEPTH (IN) FLANGE (IN) GAGEFY (KSI) SECTION GROSS Sxx (IN3) 6" STUDS 5 6 2 18 33 600S200-43 0.894 6" TRACKS T 6 2 18 33 600T200-43 0.809 STRUCTURAL C S AND Z'S SHALL HAVE 3 1/4" FLANGES AND BE AS MANUFACTURED BY AEP SPAN. SIZE AND THICKNESS OF STEEL ARE PER PLAN. REVISION BY APPROVED DATE BY SITTS APPROVED DATE SYM M. BOCK 10.08.15 GENERAL: WELDERS EXPERIENCED IN LIGHT GAGE STRUCTURAL STEEL FRAMING WORK SHALL PERFORM ALL WELDING. DO NOT NOTCH FLANGES OF JOISTS OR STUDS. PROVIDE BLOCKING AT SUPPORTS OF ALL JOISTS. SPACE STUDS AT 16" O.C. TYPICAL U.N.O. ATTACHMENT PER TYPICAL DETAILS. }HOOD: SAWN LUMBER: MISCELLANEOUS LUMBER SHALL COMPLY WITH THE 2011 EDITION OF THE WESTERN LUMBER GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL BE H.F. #2 UNLESS NOTED OTHERWISE. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLAGGED UPON CONTRACTOR'S REVIEW. FIELD VERIFY ALL DIMENSIONS. MANUFACTURER OR FABRICATOR SHALL CLOUD ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DOCUMENTS. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW, U.N.O. THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO CONTRACT DOCUMENTS AT ANY TIME BEFORE OR AFTER SHOP DRAWING REVIEW. THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED OR SHOWN INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER SHALL NOT BE CONSIDERED CHANGES TO CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ITEMS ARE CONSTRUCTED TO CONTRACT DOCUMENTS. THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY OTHERS RESTS WITH THE DESIGNING OR SUBMITTING AUTHORITY. REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS. CONTRACTOR HAS THE RESPONSIBILITY OF THE CORRECTNESS OF ALL APPROVAL DRAWINGS. GENERAL: THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS OR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDA, U.N.O. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES AND SHALL COORDINATE ALL DETAILS. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ENGINEER. TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY, U.N.O. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND/OR SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. SPECIAL STRUCTURAL INSPECTION: SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS LISTED BELOW IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE BUILDING SAFETY DEPARTMENT. "SPECIAL STRUCTURAL INSPECTION" SHALL NOT RELIEVE THE OWNER OR THEIR AGENT FROM REQUESTING THE CITY INSPECTIONS REQUIRED BY IBC SECTION 110.3. SPECIAL INSPECTION IS REQUIRED PER SECTIONS 1704 AND 1705 FOR THE FOLLOWING: 1. CONCRETE: A) DURING THE TAKING OF TEST SPECIMENS. B) DURING THE PLACEMENT OF ALL REINFORCED CONCRETE, U.N.O. C) VERIFICATION OF CURING TEMPERATURE AND TECHNIQUE (PERIODIC). D) NO INSPECTION IS REQUIRED FOR SLABS ON GRADE. 2. BOLTS IN CONCRETE: A) DURING THE PLACING OF CONCRETE AROUND BOLTS. 3. REINFORCING STEEL (PERIODIC): A) DURING THE PLACING OF REINFORCING STEEL FOR ALL CONCRETE REQUIRED TO HAVE SPECIAL INSPECTION NOTED ABOVE. 4. EPDXY AND ADHESIVE ANCHORS: A) DURING THE PLACEMENT OF ALL ANCHORS. 5. WELDING: A) VISUAL INSPECTION OF ALL FIELD WELDS. B) NON—DESTRUCTIVE TESTING OF ALL COMPLETE PENETRATION WELDS. 6. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: A) THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. B) PER IBC SECTION 1704.2.4: THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, BOEING CONSTRUCTION MANAGER, AND TO THE ENGINEER OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. SUBMIT A FINAL REPORT AS REQUIRED. FOR ADDITIONAL INFORMATION ON SPECIAL STRUCTURAL INSPECTIONS, CONTACT STRUCTURAL ENGINEER PRIOR TO START OF CONSTRUCTION. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. Johnson CHECKED B. Leslie DATE 06.01.15 06.01.15 SUBTITLE THERMAL AND MOISTURE PROTECTION: GENERAL: THE CONTRACTOR IS RESPONSIBLE FOR THE OVERALL WEATHER TIGHTNESS OF THE BUILDING, ADDITIONS, AND MODIFICATIONS. CONTRACTOR SHALL SUPPLY ALL NECESSARY FLASHING, SEALANTS, ROOFING AND THE LIKE TO ENSURE WEATHER TIGHTNESS. ROOFING: ROOFING AND ROOF REPAIRS SHALL USE MODIFIED BITUMEN ROOFING. INSTALL PER MANUFACTURER'S REQUIREMENTS AS AN ADHERED SYSTEM, USING THE MANUFACTURER'S DETAILS AS SUPPLEMENTED BY THE DESIGN DOCUMENTS. COORDINATE WITH BOEING CONSTRUCTION MANAGER FOR REQUIRED WARRANTY ON INSTALLATION OF NEW ROOFING. ALL DETAILS FOR ROOFING AND ROOFING REPAIR SUBMITTED BY THE CONTRACTOR SHALL BE APPROVED BY BOEING FACILITIES SERVICES — ROOFING, FLOORING AND CONCRETE DIVISION. CONTRACTOR SHALL PROVIDE A MINIMUM OF 72—HOURS NOTICE TO THE BOEING CONSTRUCTION MANAGER PRIOR TO COMMENCEMENT OF ROOFING REPAIR OR APPLICATION SO THAT, AT THE OPTION OF BOEING FACILITIES, REPRESENTATIVES MAY BE PRESENT TO OBSERVE THE APPLICATION. FLASHING: FLASHING SHALL BE 24—GAGE ALUMINUM MINIMUM. PRE —BEND FLASHING TO REQUIRED SHAPES, AND INSTALL PER THE MANUFACTURER'S RECOMMENDATIONS FOR THE COMPONENT WIND LOAD SHOWN IN THE GENERAL STRUCTURAL NOTES. RIGID INSULATION: RIGID INSULATION SHALL BE RIGID POLYISOCYANURATE INSULATION BOARD. RIGID INSULATION SHALL BE DESIGNED BY THE MANUFACTURER AND ADHERED TO THE SUBSTRATE FOR THE COMPONENT WIND LOADS IDENTIFIED IN THE DESIGN DOCUMENTS. INSULATION BOARD SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25. CONTRACTOR IS TO PROVIDE THE MANUFACTURER'S FACTORY MUTUAL ROOFNAV NUMBER FOR THE COMPONENT INSTALLATION AND ATTACHMENT. RIGID INSULATION USED AS PART OF ANY ROOFING SYSTEM MUST HAVE ALL THE COMPONENTS OF THE SYSTEM SUPPLIED BY THE SAME MANUFACTURER OR APPROVED FOR USE BY THE MANUFACTURER. FINISHES: CONCRETE: NEW CONCRETE SHALL BE PRIMED WITH SHERWIN—WILLIAMS "LUXON" ACRYLIC PRIMER AND PAINTED WITH TWO COATS OF PRO INDUSTRIAL 0 VOC ACRYLIC. COLOR AND GLOSS ARE TO BE MATCHED TO SURROUNDING WALL SURFACE (TAN). SURFACE PREPARATION, APPLICATION, AND DRY FILM THICKNESS ARE PER THE MANUFACTURER'S RECOMMENDATIONS, INTERIOR DRYWALL: TAPE AND MUD ALL JOINTS. FINISH WITH ONE COAT SHERWIN—WILLIAMS PREPRITE 200 LATEX PRIMER FOLLOWED BY TWO COATS PROMAR 200 LATEX, SEMIGLOSS. COLOR TO BE SHERWIN—WILLIAMS "PURE WHITE" (SW1004), OR OTHER COLOR AND GLOSS AS APPROVED BY THE BOEING CONSTRUCTION MANAGER. FASTENERS: THREADED ROD LISTED AS TO BE GALVANIZED, ALL ASTM A307 BOLTS, AND ALL ASTM A325 BOLTS SHALL BE GALVANIZED BY THE HOT —DIP GALVANIZING PROCESS IN ACCORDANCE WITH ASTM A153 OR BY COATINGS OF ZINC MECHANICALLY DEPOSITED ON IRON AND STEEL IN ACCORDANCE WITH ASTM B695. AFTER HOT —DIP GALVANIZING, ALL NUTS SHALL BE OVER TAPPED BY 0.021" TO ALLOW INSTALLATION OF GALVANIZED BOLTS. BOLT HOLES SHALL BE CLEARED OF EXCESS ZINC TO ALLOW THE SPECIFIED BOLT CLEARANCES. FASTENERS TO ATTACH METAL DECK ROOFING OR SIDING SHALL BE WASHER HEAD SCREWS WITH A COATING TO MATCH THE TYPE AND COLOR OF THE DECK. SCREWS USED TO ATTACH LIGHT —GAGE MEMBERS ON THE EXTERIOR OF THE BUILDING SHALL BE GALVANIZED OR STAINLESS STEEL. CONCRETE SCREW ANCHORS SHALL BE GALVANIZED. CONCRETE SCREWS 1/ 4" OR LESS IN DIAMETER SHALL BE CERAMIC COATED OR STAINLESS STEEL. STRUCTURAL STEEL: ALL STRUCTURAL AND MISCELLANEOUS, STEEL SHALL BE PRIMED AND PAINTED. SURFACE PREPARATION IS PER THE MANUFACTURER OF THE PRIMER USED. APPLY 1 COAT RUST —INHIBITIVE ACRYLIC PRIMER OR ALKYD UNIVERSAL PRIMER, FOLLOWED BY 2 COATS ACRYLIC ENAMEL. DRY FILM THICKNESS IS PER THE MANUFACTURER. COLOR TO BE COLOR MATCHED TO THE BUILDING WALLS (TAN), SEMI —GLOSS, OR OTHER COLOR AND GLOSS AS APPROVED BY THE BOEING CONSTRUCTION MANAGER. UGHT—GAGE STEEL: LIGHT —GAGE STRUCTURAL SHAPES MAY BE FABRICATED FROM BARE STEEL. SHAPES SHALL BE FINISHED WITH ONE COAT SHERWIN—WILLIAMS KEM BOND HS PRIMER FOLLOWED BY TWO COATS INDUSTRIAL URETHANE ALKYD, SEMI —GLOSS. COLOR TO MATCH STRUCTURAL STEEL. FLASHING AND MISC. LIGHT GAGE METAL SHALL BE PRIMED AND PAINTED TO MATCH THE COLOR OF THE SURROUNDING WALLS. METAL DECK: METAL DECK ROOFING AND WALL PANELS SHALL BE PAINTED USING DURATECH 5000, 'TAHOE BLUE", OVER ZINCALUME SUBSTRATE, OR OTHER MANUF. STANDARD COLOR, AS APPROVED BY THE BOEING CONSTRUCTION MANAGER. GENERAL: CONTRACTOR MAY SUBMIT FOR APPROVAL ALTERNATE PRODUCTS THAN THOSE SPECIFICALLY LISTED ABOVE, FOR ALL PRODUCTS NOT SPECIFICALLY IDENTIFIED ABOVE OR ALTERNATE PRODUCTS, SUBMITTAL SHALL INCLUDE MSDS AND MANUFACTURERS' PRODUCT DESCRIPTIONS OF ALL MATERIALS. OBTAIN APPROVAL BEFORE PROCEEDING. SUBMIT SAMPLES OF ALL PAINTS AND FINISHES PROPOSED FOR USE ON THE PROJECT. THE CONTRACTOR SHALL COMPLY WITH ALL MANUFACTURERS' SPECIFICATIONS, DIRECTIONS, AND RECOMMENDATIONS FOR THE BEST RESULTS IN THE USE OF EACH OF THEIR PRODUCTS FOR EACH CONDITION. IF THE GENERAL NOTES OR PLAN DETAILS CONFLICT WITH THE MANUFACTURERS' RECOMMENDATIONS, CONSULT WITH THE ENGINEER. USE THE SAME MANUFACTURER'S PRODUCTS FOR ALL COATS OF EACH INDIVIDUAL FINISH UNLESS 0 E APPROVED BY THE ENGINEER. MATERIALS NOT SPECIFICALLY NOTED BUT REQUIRED FOR THE WO I.;' AS THINNERS, SHALL BE THE PRODUCT OF THE SAME MANUFACTURER AS THE FINAL COATING SYSTEM ['IEWED FOR 'ER COMPLIANCE APPROVED USE TARPAULINS OR DROP CLOTHS WHEN WORKING ABOVE OR ADJACENT TO COMPLETED WORK. C EAN MAR 2 9 2010 PAINT SPLATTERS AND STAINS FROM FINISHED SURFACES. PROTECT ALL WORK AND ADJACENT SURFACES FROM DUST OR OTHER BY—PRODUCTS OF SURFACE PREPARATION. GENERAL STRUCTURAL NOTES RECEIVED CITY OF TUKWILA City of Tukwila BUILDING DIVISIC:1 SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474.9449 I FAX: (253) 474.9449 http://www.sItts.h111..engIneers.com/ Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ CURRENT REVISION W3281256 SYMBOL DATE 03.07.18 ENGINEER M. Bock CHECKED B. Leslie APPROVED APPROVED 06.01.15 06.01.15 TITLE STRUCTURAL BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 SHEET S2F JOB ND. W3281256 COMP NO. PLANT 2, WA. DWG NO. 2-83—S2F SHORING AND DEMOLITION PRIOR TO BSWT REMOVAL DART AL =1RST F SCALE: 1/8" = 1'—O" SYM REVISION _OOR SLAB DLA BY APPROVED REN DATE OVA SYM REVISION BY APPROVED DATE BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 0.08.15 1S63R S550R A 1S63R S550 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN L. MCVAY CHECKED M. BOCK DATE 09.11.17 09.11.17 SUBTITLE L :GE\ D G FRAE \O- ES CO\STR_C10\ \ 0T =S INSTALL SHORING AS INDICATED PRIOR TO COMPLETION OF PHASE I DEMOLITION. 2. FOR EACH PHASE OF DEMOLITION THE INTENT IS TO DEMOLISH THE ENTIRE BUILDING AND CONTENTS NOT REMOVED AS PART OF WIND TUNNEL REMOVAL. THIS INCLUDES DEMOLISH BUILDING ROOF, INTERIOR WALLS, UTILITIES, FLOOR PLATING/GRATING, METAL STAIRS AND ACCESSORIES, ETC. EXTERIOR WALLS ARE TO BE DEMOLISHED DOWN TO A LEVEL 6" ABOVE EXTERIOR GRADE, UNLESS NOTED OTHERWISE. RETAIN WALL UNTIL PHASE Ili. C> DEMOLISH WALL TO RAMP GRADE ALONG THIS WALL. -RI\ C DRAW \GS ISSUED FOR PERMIT MARCH 7, 2018 PARTIAL FIRST FLOOR SLAB PLAN - REMOVAL REVIEWED FOR CODE COMPLIANCE APPROVED MAR 29 2016 City of Tukwila BUILDING DIVISiC --RECEIVED CITY OF TUKWILA MAR 09 2010 PERMIT CENTER 0 4 8 16 24 SCALE: 1 /8"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET ) TACOMA, WA. 98409 PHONE: (253) 474.9449 I FAX: (253) 474.9449 http:Nwwwsltts-hill-enginoer .comI Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter. BJJ CURRENT REVISION W3281256 SYMBOL DATE 03.07.18 -ENGINEER DATE M. BOCK CHECKED APPROVED APPROVED 09.11.17 TITLE STRUCTURAL MASTER BUILDING 2-83 COL. A-11/1-1 PLANT 2 SHEET 1S63R OB NO. 982191-00 COMP NO. DWG NO. 2-83-1S63R SYM PAR IA_ ROOF FRAI\G SCALE: 1/8" = 1'-0" REVISION J BY -- BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS APPROVED 21'-0 1/2" OVAL DATE M. BOCK 10.08.15 SYM 20'-4 1/2" REVISION 20'-4 1/2" 146'-11" 23'-4" 20'-4 1/2" 20'-4 1/2" 21'-0 1/2" BY APPROVED SHORING AND DEMOLITION PRIOR TO BSWT REMOVAL DATE ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN L. MCVAY CHECKED M. BOCK ENGINEER M. BOCK CHECKED APPROVED APPROVED DATE 09.11.17 09.11.17 SUBTITLE L \D/SC _DLL G RA \0 =S: CONS ^R.,CTIO\ 0 =S: 1. INSTALL SHORING AS INDICATED PRIOR TO COMPLETION OF PHASE I DEMOLITION. 2. FOR EACH PHASE OF DEMOLITION THE INTENT IS TO DEMOLISH THE ENTIRE BUILDING AND CONTENTS NOT REMOVED AS PART OF WIND TUNNEL REMOVAL. THIS INCLUDES DEMOLISH BUILDING ROOF, INTERIOR WALLS, UTILITIES, FLOOR PLATING/GRATING, METAL STAIRS AND ACCESSORIES, ETC. EXTERIOR WALLS ARE TO BE DEMOLISHED DOWN TO A LEVEL 6" ABOVE EXTERIOR GRADE U.N.O. R DIVIDING LINE PER 1S63R. DEMOLITION LINE TO EDGE OF BEAM — SEE S551R FOR ADDITONAL INFORMATION. EFER \CE DAWI\GS: 00 000. RFA162 FA16C RFA161 KEY PLAN BLDG 2-83 Q SCALE NONE 8' 16' REVIETA12 FT "= CODE COMPLIANCE APPROVED MAR 2.9 2018 ity of Tukwila DING iDIVICiC. ISSUED FOR PERMIT MARCH 7, 2018 -0" RECEIVED CITY OF TUKWILA MAR 0 9 2018 PERMIT CENTER SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 4749449 I FAX: (253) 474.9449 http:/lwww.sttts-hilt-englneers.cemt Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ PARTIAL ROOF FRAMING PLAN - REMOVAL CURRENT REVISION W3281256 SYMBOL DATE 03.07.18 09.11.17 TITLE BOEING SUPERSONIC WIND TUNNEL REMOVAL STRUCTURAL MASTER BUILDING 2-83 COL. A-I1/1-1 SHEET S163R JOB NO. PLANT 2 DWG NO. COMP NO. 982191-00 2-83-S163R 00 CO CO 0 0 SYM \ _ARG SCALE: 1/4" = 1'-0" _00� REVISION =RAN \G DLA\ R -V OVA INTERIOR JIB CRANE Tb BE REMOVED — COORDIN TE WITH BOEING CONSTR CTION MANAGER FOR DISPOSI ION A BY APPROVED DATE SYM REVISION BY APPROVED DATE BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 A SUPERSONIC WIND TUNNEL BUILDING DEMO W3281256 SITTS SITTS M. BOCK M. BOCK 10.08.15 03.07.18 ACCEPTABI LITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE 1A13, 1S63 DRAWN B. Johnson CHECKED B. Leslie S550R DATE SUBTITLE 06.01.15 06.01.15 CUT PIPE AT TOP AND BOTTOM TO REMOVE A A A A L =G G-\ 7\p/sc `RAL \OT ES: _ 1. SEE GENERAL STRUCTURAL NOTES ON SHEET S2F FOR ADDITIONAL INFORMATION. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO CONSTRUCTION. 3. CONTRACTOR TO ESTABLISH SHORING PLAN TO PROTECT WIND TUNNEL SECTIONS AND ANCILLARY EQUIPMENT, PIPING, ETC. NOT BEING DEMOLISHED. CONTRACTOR SHALL SUBMIT PLAN FOR APPROVAL PRIOR TO CONSTRUCTION. 4. PRIOR TO CONSTRUCTION AND DEMOLITION ALL AFFECTED AREAS NEED TO BE CLEANED OUT OF HAZARDOUS MATERIALS. CONTRACTOR TO SUBMIT HAZARDOUS MATERIALS REMEDIATION PLAN PER THE SPECIFICATIONS FOR APPROVAL PRIOR TO BEGINNING WORK. 5. CONTRACTOR SHALL CONDUCT A PRE —DEMOLITION WALK—THROUGH WITH THE BOEING CONSTRUCTION MANAGER IN ORDER TO IDENTIFY MISCELLANEOUS CONDUIT, PIPING, CONTROLS, ETC. THAT NEED TO BE REMOVED IN ORDER TO COMPLETE THE WORK BUT ARE NOT ON THE D;AWI GS. 6. DEMOLITION SHOWN IS FOR PHASE 1. SEE 1S63R FOR ALL PHASES. CO\STR"CT 0\ \ 0-1S: CMU INFILL MAY BE DEMOLISHED IN ORDER TO INSTALL SHORING. DEMOLISH EXISTING ROOF BEAM AND EXISTING CMU WALL, LEAVING BOTTOM TWO COURSES (16" BOND BEAM) AND CONCRETE CURB. DEMOLISH EXISTING ROOF AND EXISTING CMU WALL DOWN TO LEVEL OF EXISTING FOUNDATION. DEMOLISH CONCRETE WALL AND COLUMNS TO ELEVATION 6" ABOVE EXTERIOR GRADE. 1:2> CUT WALL ON DIAGONAL FROM GRADE TO UNDER ROOF. DEMOLISH EXISTING STEEL STAIR AND LANDING. SEAL DOOR TO PREVENT ACCESS. 7� CUT AND CAP UTILITIES IN UTILIDOR AT DIRECTION OF BOWING. DEMOLISH VEHICLE BARRIER. FLOOR REINFORCING AND SHORING PER S550 TO BE INSTALLED PRIOR TO DEMOLITION EXCEPT AS NOTED. 9>- EXISTING WALL TO REMAIN DURING PHASE 1 DEMOLITION. 10 TEMPORARY SHORING FOR PHASE 1 DEMOLITION PER CONTRACTOR. 11 E—W REFERENCE GRID FOR DEMOLITION AND NEW CONSTRUCTION AS IDENTIFIED ON S550. =F- HPD4103—S2 \C DRAW REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 9 2010 City of Tukwila BUILDING DIVISiC REMOVAL ISSUED FOR PERMIT MARCH 7, 2018 ENLARGED FLOOR FRAMING PLAN - REMOVAL 0 2 4 \GS RECEIVED CITY OF TUKWILA MAR 0 9 2010 PERMIT CENTER 8 12 SCALE: 1/4"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET 1 TACOMA, WA. 98409 PHONE: (253) 474.9449 1 FAX: (253) 474.9448 htlp:!lwww.eIHe•hII I-on9ln eers.com/ Project No.: 16509 Project Mgr.: 8KL Proj. Engineer: MEB Proj. Drafter: BJJ CURRENT REVISION W3281256 SYMBOL DATE 03.07.18 rENGINEEN M. Bock CHECKED B. Leslie APPROVED APPROVED 06.01.15 06.01.15 TITLE STRUCTURAL BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 COL. K-P/2-5 PLANT 2, WA. SHEET S550R JOB NO. W3281256 COMP NO. DWG NO. 2-83-S550R SYM \_ARG=I �00 SCALE: 1/4" = 1'-0" REVISION AMI\C BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 ID _A\ — SITTS M. BOCK 24'-10" =MOVAL 10.08.15 A SUPERSONIC WIND TUNNEL BUILDING DEMO W3281256 SITTS M. BOCK 03.07.18 25'-3" 12'-0" 12'-0" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. Johnson CHECKED B. Leslie ENGINEER M. Bock WIND TUNNEL A L iD. L=: GE\ERAL \OT =S: 1. SEE GENERAL STRUCTURAL NOTES ON SHEET S2F FOR ADDITIONAL INFORMATION. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO CONSTRUCTION. 3. CONTRACTOR TO ESTABLISH SHORING PLAN TO PROTECT WIND TUNNEL SECTIONS AND ANCILLARY EQUIPMENT, PIPING, ETC. NOT BEING DEMOLISHED. CONTRACTOR SHALL SUBMIT PLAN FOR APPROVAL PRIOR TO CONSTRUCTION. 4. PRIOR TO CONSTRUCTION AND DEMOLITION ALL AFFECTED AREAS NEED TO BE CLEANED OUT OF HAZARDOUS MATERIALS. CONTRACTOR TO SUBMIT HAZARDOUS MATERIALS REMEDIATION PLAN PER THE SPECIFICATIONS FOR APPROVAL PRIOR TO BEGINNING WORK. 5. ROOF REINFORCING PER SHEET S550 AND S551 SHALL BE PUT IN PLACE PRIOR TO DEMOLITION. AS REQUIRED, COORDINATE BUILDING ACCESS OPENINGS TO INSTALL REINFORCING WITH BOEING CONSTRUCTION MANAGER. 6. CONTRACTOR SHALL CONDUCT A PRE —DEMOLITION WALK—THROUGH WITH THE BOEING CONSTRUCTION MANAGER IN ORDER TO IDENTIFY MISCELLANEOUS CONDUIT, PIPING, CONTROLS, ETC. THAT NEED TO BE REMOVED IN ORDER TO COMPLETE THE WORK BUT ARE NOT ON THE DRAWINGS. 7. DEMOLITION SHOWN IS FOR PHASE 1. SEE S163R FOR ALL PHASES. CO\STRJC 0 0T S. DEMOLISH ROOF AND ROOF BEAMS. > DEMOLISH WALL PER S550R. DEMOLISH ROOF A >- EXISTING ROOF DRAIN AND PIPING TO BE DEMOLISHED. SHORIN TO BE IN PLACE PRIOR TO DEMOLITION OF ROOF. NOT USED. > NOT USED. > SECURE ROOF INSULATION AS REQUIRED. E—W REFERENCE GR IDENTIFIED ON S550. IF \C D REVIEWED FOR CODE COMPLIANCE APPROVED FOR DE OLITION AND N DRAWINGS MAR 2 9 2010 City of Tukwila BUILDING DIVISIC ISSUED FOR PERMIT MARCH 7, 2018 DATE SUBTITLE 06.01.15 ENLARGED ROOF FRAMING PLAN - REMOVAL 06.01.15 06.01.15 CHECKED B. Leslie 06.01.15 APPROVE TITLE STRUCTURAL BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 COL. K—P/2-5 0 2 4 A CONSTRUCTION AS RECEIVED CITY OF TUKWILA MAR 0 9 2018 PERMIT CENTER 8 12 ■.TM�: SCALE: 1 /4"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 470.9449 I FAX: (353) 474.9049 http:Pwww.sltts.hill.eng Ineers.coml Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ CURRENT REVISION W3281256 SYMBOL A DATE 03.07.18 SHEET S551R JOB NO. W3281256 COMP NO. PLANT 2, WA. DWG ND. 2-83—S551R SYM A \LARG=D =_OOR FRAM SCALE: 1/4" = 1'-0" REVISION BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SUPERSONIC WIND TUNNEL BUILDING DEMO 25'-3" SYM REVISION S550 S553 S550 S554 12'-0" BY APPROVED DATE 12'-0" 12'-0" HSS BRACE S550 S552 HSS BRACE W3281256 BY SITTS SITTS APPROVED DATE M. BOCK 10.08.15 M. BOCK 03.07.18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE WIND TUNNEL DRAWN B. Johnson CHECKED B. Leslie ENGINLER M. Bock CHECKED B. Leslie APPROVED APPROVED (A� 1S63 S550 DATE 06.01.15 06.01.15 06.01.15 06.01.15 SUBTITLE TITLE STRUCTURAL -RAL \OT 1. SEE GENERAL STRUCTURAL NOTES ON SHEET S2F FOR ADDITIONAL INFORMATION. L4x4x3/8 STEEL ANGLE. HSS8x4x3 8 STRONG BACK. HSS4x4x1/4 DIAGONAL STRUT. C-10\ \OT 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION WHICH AFFECT NEW CONSTRUCTION PRIOR TO CONSTRUCTION. FOR REFERENCE, HPD4103-52 AND S3 HAVE BEEN INCLUDED TO AID IN DETERMINATION OF DIMENSIONS. THESE REFERENCE DRAWINGS, HOWEVER, SHALL NOT BE USED TO SUBSTITUTE eR IEL VERIFICATION. NOT USED. THE REFERENCE DIM FOR DEMO AND NEW CONSTRUCTION IS THE CENTERLINE OF THE WIND TUNNEL. DIMENSION IS TO BE FIELD ESTABLISHED AS EQUALLY — DISTANT FROM THE INSIDE FACES OF THE COLUMNS SHOWN. HPD4103—S2 ISSUED FOR ERMIT MARCH 7, 2018 ENLARGED FLOOR FRAMING PLAN BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 COL. K—P/2-5 PLANT 2, WA. DRAWI \GS REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 9 2018 City of Tukwila BUILDING DIVISION 0 2 4 SCALE: 1 /4"=1'-0" RECEIVED CITY OF TUKWILA MAR 0 9 2018 PERMIT CENTER SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474.9449 I FAX: (253) 474.9449 http://www.s1110.h111-englneers.com/ Project No.: 16509 Proj. Engineer: MEB CURRENT REVISION W3281256 SHEET JOB NO. DWG NO. SYMBOL A S550 W3281256 Project Mgr.: Proj. Drafter: DATE 03.07.18 COMP NO. 2-83—S550 ELEV. —5'-0" (REF) ST LLI\G C EXISTING CONCRETE WALL DEMOLISHED AS PART OF PHASE I EXISTING (---CONCRETE WALL • EXISTING': CONCRETE : CURB:•AND MASONRY.` BOND. BEAM TO' REMAIN EXISTING CONCRETE FOUNDATION / / -�// % 7//\—% /// / \/ \\/ \// //\\// \ !\\/\ ; \, \� / /, /// i/,;/\ j// / / / ; A/ A/ VA / / \/� /\ VA/ VA/ /VA/ /VA� /VA /VA, /VA ; /\// ' // / / \\// \ / , \/ \� /\\/ /\: /\V\ \ / ,/w/ ; yv ; y/ /vi /v/ /v, /v ANB 00 v A\ D D T SIC-10\ 12'—O" TOP OF DEMOLISHED CONCRETE WALL (----- STRONG BACK: (CONY) PER PLAN S552S555 HSS4 DIAGONAL STRUT %Vy%<�/�%VAA�VA/VA���%A���%VAi�% \/VA VA \V ,y, vVA ,v VA>A V� VA /VA'v\\VA/��'VA\\/OVA 12'-0" STRUTS SHOWN CUT FOR CLARITY EXISTING CONCRETE COLUMN S5521S555: 25'-3" EXISTING CONCRETE ROOF DEMOLISHED AS PART OF PHASE I TOP OF DEMOLISHED CONCRETE WALL \/ y, V\/\/\ / % /V 'V�%V /AA; VA//AA/Ni/VA,/VA/VA;/VA/; , , A '':A/\;-A� V�,VA VAA VA VAA VAA �A VAS /\�j \ r :/\�/ EXISTING CONCRETE SLAB BEYOND Ck TUNNEL EXISTING :CONCRETE FOUNDATION::' EXISTING CONCRETE SLAB \\/\\//\\/\\/\` \ //\// \ / //\\ \///\/\�/\/\�/\/\��\ \//\ /A \//VA, V/AA\//A \//AA. �A/�A/��A/A A/A�A �A/VA� V\ �/V/jam VA; �A/VA VA/VA AA/VA ,VA VA \ \\; \ \\/ \\ \\\ \\� \\ \\\ \\ /\,/ //� ���//� ��/vv yv//vyvv�//y vy REVIEWED FOR CODE COMPLIANCE APPROVED ELEV. +0.0' SCALE: 3/8" = 1'-0" REVISION BY APPROVED DATE SY REVISION Y APPROVED DATE BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS . BOCK 10.08.15 SUPERSONIC WIND TUNNEL BUILDING DEMO W3281256 SITTS . BOCK 03.07.18 �BOE/NG® U 21941 O� �G n AL E '470 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DRAWN DATE B. Johnson 06.01.15 CHECKED B. Leslie 06.01.15 -ENGINEER SUBTITLE SECTIONS MAR 2 9 2010 (REF) A S550, S551 S552 City of Tukwila BUILDING DIVISIc N 4 6 8 RECEIVED CITY OF TUKWILA MAR 0 9 2018 SCALE: 3/8"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474.9449 I FAX: (253) 474.9449 http://www.sltts.hlIIenglneers.comi Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ CURRENT REVISION W3281256 SYMBOL DATE 03.07.18 DATE M. Bock 06.01.15 CHECKED B. Leslie 06.01.15 PPROVED APPROVED TITLE STRUCTURAL BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 PLANT 2, WA SHE S552 JOB NO. W3281256 COMP NO. G NO. 2-83—S552 S EXISTING PAVING I_LI\G C EXISTING CONCRETE WALL DEMOLISHED AS PART OF PHASE I 10'-0" "11 \�f , \��\ \����` !�E \\�\ \'��\ ` ,/ /- \\ /:' , \%\/\\ / fit.! /\\�! j\\��\ \-7/7 /\\7E VAAVV/ A V ' VA VA �\ \�; A VA , \, VA y \ \ VA VA VA VA/N . „ VA/ `,. %\\K\/>/; ;EE A�AV\A: .VA/S �\i VA/�E V>/VA /j V//\';/\/ >>/\/SE/\A A/j,/\\\//vv, /,/`N '',''/A /2:\ > % //s'''L A/NG/; LEi/EV/ ///A///A\,//i/E`E//\///E�y�j\/� /\E // /\/\%\/,;i// i/j\%//,\/E/\\;- j v//`.1,7/,7/'Y////A/7V7/\�'A1\i" '/'''/V�,\/E/,N/N / \VA/v\ /v///\/,v/EEE /\'-V/� /j:,.a/\,A/`,;AE\er'V\ \ '/\ V<VVjj\' �BNyV;jA�/�j�V %/Ey//,;/ /y\/'/-, / /V' N'Nvv, `'y vV-v\yV�/V�v/�E,s/ y * /y` y�v \yv ,A/,, „/\///y: y://'vi,;/'////yiE // /V!, ./\ \/\'/\ :\/\\ \ /\\�v "\, \/ y/\/.\. E/ /'VE/v. / \'\V\\:VA\. /\�AA//*//' E//•-�/E//'// /\: , //?/\VEv V\ V �V ' • VE \v A, A\//>// ////:////:V/,/ ///,A/,////vA�,/ ,/vA,;//V/A / AA. A V,, V./A//' .-,.V,;V/VV\\ /\ , /\\ \� ' \ < \� \� \\\\ \/\; \/\/ Ej\\ \/\//\/; // ,// // / r /\. // /\// /\\, /,,. /\ \\ /\ \ \\ \ \E\ \\/\\ \\/\\ �\ , \\, \\ Ei 'i �/\ / \, \/\�///�/\/,; /\i/ \ : „\ \ ,• \/ \/ \ \/ �/\ \/\ ,\/\/ \/E •,/ \v //\// //\i/,,/ /� /i /i/�, /\ /�/ ,//' \ /\/ /\; //\,, �/\ //\; \/\ \/ E\ \ . \�\ E\ \. \ , �:%E //�E<� /E/�,/ //,� /%<//� i E/�; //.�' . ///� : / / E/ // ,E//EEC//\/<E//E<v/v///.y 3'-7" 14'-0" (REF) 20'-10" AViB-R ROOV A\ SIT S =CT 0\ (----- IIISS8 STRONG BACK--- 1 (CONT.) PER PLAN HSS4 DIAGONAL STRU1 I i EXISTING CONCRETE ROOF DEMOLISHED AS PART OF PHASE I S55 !EXISTING CONCRETE FOUNDATTO TUNNEL 4'-2" �REFERENCE GRID FOR DEMOLI11ON AND NEW CONSTRUCTION ESTABLISHED PER S550. EXISTING CONCRETE CMU INFILL DEMOLISHED AS PART OF PHASE I A A � \ A\V � V .,<�i��\\ \/A/\/ �//\VE// AA\'VAV/A � //// `y _zzy. V /\/// / • EX(SI1NG CONCRETE •WALL (TOP "DEMOLISHED::; AS`PART OF PHASE III)';; . Er% \ EEA / / ' `\VV �A / VA �A / A<<, y\E1y/ A , \ AAE//AEE,y��//V\ ';A 1/\, /\///// \V/E ��j///�A1A//\A EXISTING CONCRETE ROOF DEMOLISHED AS PART OF PHASE III EXISTING CONCRETE'SLA / \ / \ / \ \ /\\/ /,\/.//\ ;/,//; \/\/ / iF / /// /// ,\ 4c\x % i /i\/i/ // // \ '\ ,, \/\/\i/// /\E\/\, V \ 7\A \//\ /// ;% 'y//\E yAEV\ REVIEWED FOR CODE COMPLIANCE EXISTING CONCRETE WALL DEMOLISHED AS PART OF PHASE III ELEV. +0.0' (REF) A SCALE: 3/8" = 1'-0" SYM REVISION APPROVED DATE SYM REVISION BY APPROVED DATE BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 10.08.15 A SUPERSONIC WIND TUNNEL BUILDING DEMO W3281256 SITTS M. BOCK 03.07.18 e)t.LisrizEzAw® ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. Johnson CHECKED B. Leslie ENGINEER M. Bock DATE 06.01.15 06.01.15 06.01.15 CHECKED B. Leslie 06.01.15 APPROVED APPROVED SUBTITLE TITLE STRUCTURAL MAR 29 2018 City of Tukwila 13UILDING DIVISION RECEIVED CITY OF TUKWILA 018 NTER ISSUED FOR PERMIT MARCH 7, 2018 SECTIONS BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 PLANT 2, WA. 0 2 S550, S551, S560 S553 4 6 8 SCALE: 3/8"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474.9449 I FAX: (253) 474.9449 http://www.sitts-hill-englneerscom/ Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ CURRENT REVISION W3281256 SYMBOL A DATE 03.07.18 SHEET S553 JOB NO. W3281256 COMP NO. DWG NO. 2-83—S553 4'-2" 20'-10" v 3'-7" 10'-0" SYM ELEV. +0.0' (REF) EXISTING CONCRETE ROOF DEMOLISHED AS PART OF PHASE III EXISTING CONCRETE WALL (TOP DEMOLISHED AS PART:OF PHASE III) TOP OF ANGLES VEL WITH FLOOR EXISTING (.... CONCRETE SLAB ,5554 S556 // ' VA / VA\ VAA VAA V ` AKy vVA \ A'� /AS \\y </// y\ \\v ,� \v/, / VA/ VA/ VA/ /VA/ /A/ /Vv /A/\\A/\A\A�/ :. N VA VA VA VA v ASI ., CL TUNNEL —E—W REF. GRID FOR DEMO AND NEW CONSTRUCTION ESTABLISHED PER S550 EXISTING CONCRETE COLUMN TO BE DEMOLISHED AS PART OF PHASE III TOP OF WALL AFTER PHASE III DEMOLITION HSS4 DIAGONAL STRUT \ \ \ \ \ \ \ \ \ \ \ \ / / , / // \ /\ v /\ V/\� \ \v\ \�\ /. VA/ /VA/A A � A ; VA/vv A/A. • \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ is ,/ / //, / / //; / // /A S AG C SCALE: 3/8" = 1'-0" Av REVISION 3=R 001v A\D SIT S APPROVED DATE 10\ SYM REVISION BY APPROVED DATE BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 10.08.15 A SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 03.07.18 TOP OF FOUNDATION (BEYOND) EXISTING CONCRETE ROOF AND BEAM DEMOLISHED AS PART OF PHASE I EXISTING CONCRETE COLUMN TO REMAIN HSS4 DIAGONAL STRUT EXISTING CONCRETE CURB AND MASONRY BOND BEAM TO REMAIN /`./ /. V/, v/ /\/., //> , /,.. // � AA el.__AggegewArAre"e \\\/\ \ v\:vvv )'\ <CONCRETE <I ,FOUNDA11ON A%VAjV� EXISTING CONCRETE WALL AND COLUMN DEMOLISHED AS PART OF PHASE I EXISTING CONCRETE FOUNDATION EXISTING PAVING • �7 VA�''VA't\��VA/VA 'V//v�'�VA�/V( �\��A/\Ar/VA/VA��A'/v\iVA�A/. / /// —, - /— /�//i //'// r:\ fir / /ir r� ,://// / / /vim v//v//vrrv//v/fv> /A/ rv,� v/� //v , v i/v V�\/VAA\ /VA�� jVjVA/VAjVAjVAjAAjVAjVAjVAAjVA /VAj\AjVAj��/� /VAA /VA�/, �\\/\\/�/\\/SRc.� \�\ / //�////A//\//%\/ \\\'\\HSS8 STRONG //�////////// //(CONT.) PER PLAN `/ VA/ \ VA , �/ VA VAA VAA/� VAA VA \VA VA VAA VA /AAA v � VA�VA /vv` VA VA LAVA V \'VAA/vVA VAA \ A A A A A v\ A /\ /V/ , /V/ /VA/\�/A/A/A. ',„vv , v/VA VA/VA A/VA \/AA \/VA / / / / / /' / / / / ; // / / / j VA VAA/ ;AA VAA y\ VAA VAA VAA v VAA \ VAA \ VAA \ VAA VAA \vv VAA VA AA VA VA VA VA VA VA vv!vy vv!vy vv ,vv /vv/ /vv � ,/vv� /vv/ /vvr',/ v vv v v/v \wv v��y /A , /A/ /A// /// /\� //, : /�/ / A, A. VA\ / . / /VA VA, VA VA, AA VA > , A/ , , \/ A/\ \/\ V� VjVAjVA/VA/AyVA/AA/VA VAVAVAVA,VAVAyAVA,AVA.AVA,.\VA.\-A\A`AA` VA\ v/ ./v/ rv/ /v/ v/ yvv; y/v y/viy VA VA VA vVA VA ,VA VA VA VA vVA VA .V\ VA \ VA VA VA AA VA AA v v• VA VA VA \ EVIEVVE€D FOR CODE. COMPLIANCE APPOE� ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. Johnson CHECKED B. Leslie 1.NGINLEH M. Bock DATE 06.01.15 06.01.15 SUBTITLE A� 1"i/M(5 2 9 LOIU City of Tukwila BUILI71NNNG DIVISI RECEIVED CITY OF TUKWILA AR 09 2018 MIT CENTER SSUED FOR PERMIT MARCH 7, 2018 SECTIONS 0 2 ELEVATION (REF) = 0'-0" S550, S551, S560 S554 4 6 8 SCALE: 3/8"=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98489 PHONE (253) 474.9449 I. FAX: (253) 474-9449 http:Ihwiw.sitts-hiSenglneers.com/ Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ CURRENT REVISION W3281256 SYMBOL A DATE 03.07.18 CHECKED B. Leslie APPROVED APPROVED 06.01.15 06.01.15 TITLE STRUCTURAL BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 PLANT 2, WA. SHEET S554 JOB NO. W3281256 COMP NO. DWG NO. 2-83—S554 SYM A C HSS COLUMN WITH - SKEWED ENDS SS ' O L., vI\ AT CRETE 3EAv ALE: 1" = 1'-0" EN\A\T S EXISTING CONCRETE ROOF NG CONCRETE ROOF BEAM (6) 5/8" DIAMETER CONCRETE SCREW ANCHORS AT 4" STAGGERED BETWEEN ANGLES WITH 4" MINIMUM EMBED ECTIO\ EXISTING CONCRETE WALL TIGHT TO CONCRETE WALL �M1 SS STO\GBAC< AT SO,TH WALL SCALE: 1" = 1'-0" GRANULE SURFACED LASHING STRIP SET IN MASTIC FASTENE WITH NEOPRENE WASHERS AT APPROXI ELY 12" O.C. — EXISTING ROOFING AND INSULATION 3" MIN. PRIME AND PAINT EXPOSED CONCRETE CUT 4 CANT STRIP TTACHED WITH 3 DIAMETER CONCRLIL WITH 1/2" EMBED AT 3" O.C. ANT STRIP WITH ADDITIONAL EQUIRED TO MATCH NEW ON THICKNESS AS OCCURS) NEW 3x COUNTERSUNK SCREWS (BUILD-UP2x4s INS 3" MIN. 0" EACH SIDE <TYPICAL (3) SIDES D =TAI L TRIM INTERPLY, AND=••NUAL SURFACED SHEET •S REQUIRED BY THE MANUF• RER. HEAVYED FLASHING TO MATCH EXIST! PROFILE (MODIFY LENGTH OF %'IP EDGE AS REQUIRED) ASE FLASHING OR WRAPED BASE SHEET AS REQUIRED BY ROOFING MANUFACTURER. r FASTENERS AT APPROXIMATELY 12" 0.C. ta Ai& •i0111 -I\G AT \EW ROO ALE: 3" = 1'- 0" 2" MIN. EDGE D CONTINUOUS CLEAT ETA! S552, S553, S554 S (4) 5/8" DIAMETER CONCRETE SCREW ANCHORS AT 4" 0.C. - (2) EACH SIDE OF COLUMN WITH 4" MINIMUM EMBED INTO WALL C (4) 3/4" DIAMETER THREADED ROD AT 6" 0.C. - (2) EACH SIDE OF COLUMN - WITH DOUBLE NUTS AND 5" MINIMUM EPDXY EMBE SS 'OLJN\ AT CAE SLAB S ALE: 1" = 1'-0" HSS STRONGBACK HSS STRUT EXISTING CONCRETE WALL (OR WALL CORNER) TOP OF CONCRETE SLAB ST A- EF TYP STEEL ANGLE w CONCRETE WALL COLUMN 5/16 V MC12x45 x 2'-6" (4) 3/4" DIAMETER CONCRETE SCREWS WITH 5" EMBED EQUALLY SPACED • db►.#' 1 uoilw A\GLE CO_U vi \ CO\ CRETE SLAB D ALE: 1 1/2" = 1'-0" " J� ./\ " A I� A .I� ./� A .I� A h " .1 /1 .^ .� .�. ,/�, I� ft../�...h .1 A I�•- I�..I, I� I� I� h.J% M J� REVISION BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SUPERSONIC WIND TUNNEL BUILDING DEMO W3281256 SYM (4) SIDES TYPICAL> 1/4 V HSS4 3/4" STEEL KN (3) SIDES> 1/4 V 5/16 V 4" I EXISTING CONCRETE COLUMN DIAGO\AL BRACES AT CONCRETE COLLv\ SECT SCALE: 1" = 1'-0" HSS STRO\GBAC SCALE: 1" = 1'-0" REVISION BY =TAI APPROVED DATE MINERAL AGGREGATE GROUT FLOOR SLAB i S553 1/4 STEEL ANGEL COLU S555 ON /4" DIAMETER ANCHOR BOLT H 5" EPDXY EMBED AND LEVELING NUT 3/4" STEEL BASE PLATE 6"x6" AT L5 5"x5" AT L4 DRYPACK S552, S553 S BY SITTS SITTS APPROVED M. BOCK M. BOCK DATE 10.08.15 03.07.18 EXISTING CONCRETE 0\ COLUMNS AND WALL HSS STRUT HSS BEARS FLUSH T INSIDE OF COLUMN BEARS ON COLUMN (4) 3/4" DIAMETER SCREW ANCHORS WIT EMBED EQUALLY SPAT BOTH SIDES HSS4 HSS8x4 L4x4x3/8x0'-6" STEEL ANGLES CONCRETE WALL S552 S555 HSS8x4 L4x4x3/8x0'-6" AT 2'-0" O.C. MAXIMUM SS ST CO\ CR 0\GBAC ETE WAL S ECT 0\ EXISTING CONCRETE WALL 5/8" DIAMETER CONCRETE SCREW WITH 4" MINIMUM EMBED SCALE: 1" = 1'-0" I WALL COP ANGLE •• i 3 n I LEG OF TO HSS I 1 R C ON ETE i5" :ED 5/16 V �° 5/16�i AT \ORT ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE WA _L D DRAWN B. Johnson CHECKED B. Leslie -ENGINEER M. Bock ETAIL DATE 06.01.15 06.01.15 06.01.15 CHECKED B. Leslie 06.01.15 APPROVED APPROVED SUBTITLE TITLE STRUCTURAL EXISTING CONCRETE WALL HSS STRONGBACK STEEL ANGLE REVIEWED FOR +CODE COMPLIANCE APPROVED MAR 29 2019 City of Tukwila BUILDtN'.G DIVISION `I RECEIVE© CITY OF TUKWILA IAR 09 2018 IT CENTER Sr _D :X . EF�MIT MARCH 7, 2018 MISC SECTIONS AND DETAILS BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 0 3" 6" S552 S555 (r2� S554 S555 9" SCALE: 3"=1'-0" 0 6" 1 2 MIII Mill MINIM 111111111111- 11111 MINIM SCALE: 1 1/2"=1 -O" 0 6" 1 2 3 SCALE: 1 "=1'-0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET I TACOMA, WA. 98409 PHONE: (253) 474.9449 ( FAX: (253) 474.9449 http:/lwww.sitts-hie-engineers.comt Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ CURRENT REVISION W3281256 SYMBOL A DATE 03.07.18 SHEET S555 JOB NO. W3281256 COMP NO. PLANT 2,.WA. DWG NO. 2-83-S555 SYM 3" DIAMETER CONCRETE FILLED WITH MINERAL AGGREGATE GROUT AFTER BOLT TIGHTENING CHANNEL AT TING CONCRETE BEAM SECTION NEW CONCRETE SCREW ANCHORS PER ELEVATION ANGLE COLUMN AT CRETE COLUMN SECTION REVISION BY APPROVED CRETE BEAM SHALL NOT BE NTIL BEAM AND COLUMN RI ARE IN PLACE DATE SYM STEEL CHANNEL PLACED AS CLOSE AS PRACTICABLE AT LOW POINT OF EXISTING ROOF SOFFIT CONCRETE SCREW ANCHORS NEW STEEL CHANNEL (4) 3/4" DIAMETER CONCRETE SCREW ANCHORS WITH 5" MIN. EMBED EQUALLY SPACED STEEL ANGLE SS STT A SCALE: 1" = 1'-0" REVISION WriS BY WALL S APPROVED DATE BOEING SUPERSONIC WIND TUNNEL REMOVAL W3281256 SITTS M. BOCK 10.08.15 A SUPERSONIC WIND TUNNEL BUILDING DEMO W3281256 SITTS M. BOCK 03.07.18 SAW —CUT OPENING AS CLOSE CTICABLE TO STEEL OPENING TO BE CUT L CHANNEL HSS STRUT EXISTING CONCRETE WALL 10\ S554 S556 (3) 3/4" DIAMETER THREADED RODS BOLTED THROUGH WALL WITH NUTS AND WASHERS BOTH ENDS EEL CHANNEL AT L ANGLE COLUMN SECTION THREADED ROD PER ELEVATION STEEL CHANNEL BEAM CHANNEL BEAM AT L ANGLE COLUMN DETAIL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN B. Johnson ING CONCRETE BEAM 3/4"x6"x0'-6" STEEL CAP PLATE DATE 06.01.15 CHECKED B. Leslie 06.01.15 SUBTITLE ANGLE COLUMN AT CRETE WALL CORNER SECTION (4) 3/4" DIAMETER CONCRETE SCREW ANCHORS WITH 5" MIN. EMBED EQUALLY SPACED STEEL ANGLE SS S ORT R • I HSS STRUT 3" TYP. JT AT :ST WAL 0 0 SCALE: = 5/16 DETAI EXISTING CONCRETE WALL REVIEVVED FOR ODE COMPLIANCE APPROVED MAR 2 9 2018 City of Tukwila BUILDING DIVISIOi-sli RECEIVED CITY OF TUKWILA MARCH 7, 2018 MISC SECTIONS AND DETAILS 0 6" HSS AND ANGLE BEAR ON CONCRETE COLUMN EXISTING CONCRETE COLUMN 2 S554_ S556 IN IN NMI III SCALE: 1"=1' —0" SITTS & HILL ENGINEERS, INC. CIVIL • STRUCTURAL • SURVEYING 4815 CENTER STREET TACOMA, WA. 98409 PHONE: (253)474-9449 I FAX: (253) 474.9449 httplAwAir.sitts-hill-engineers.comi Project No.: 16509 Project Mgr.: BKL Proj. Engineer: MEB Proj. Drafter: BJJ CURRENT REVISION W3281256 SYMBOL A DATE 03.07.18 ENGINEER M. Bock CHECKED B. Leslie APPROVED APPROVED 06.01.15 06.01.15 TITLE BOEING SUPERSONIC WIND TUNNEL REMOVAL BUILDING 2-83 STRUCTURAL PLANT 2, WA. SHEET S556 JOB NO. W3281256 COMP NO. DWG NO. 2-83—S556