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Permit D16-0108 - BOEING #14-01 - HVAC UPGRADE (NULL)
BOEING COMPANY #14-01 8701 E MARGINAL WAY S EXPIRED 11/16/16 D16-0108 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0007400033 Permit Number: D16-0108 8701 E MARGINAL WAY S BLDG 14-01 Issue Date: 5/20/2016 Permit Expires On: 11/16/2016 Project Name: THE BOEING COMPANY - #14-01 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: . Address: License No: Lender: Name: Address: BOEING COMPANY THE PO BOX 3707 M/C 20-00 PROPERTY TAX DEPT, SEATTLE, WA, 98124 JOHN S MURDOCH PO BOX 3707 MC 46-88 , SEATTLE, WA, 98124 Phone: (253) 740-0214 BOEING COMPANY, THE Phone: (312) 544-2535 100 N RIVERSIDE, M/C 5003-4027 , CHICAGO, IL, 60606-1596 BOEINC*294ML Expiration Date: 1/18/2017 THE BOEING COMPANY PO BOX 3707 M/C 46-88 , SEATTLE, WA, 98124 DESCRIPTION OF WORK: UPGRADE HIGH BAY HVAC. MODIFICATION OF EXISTING AHU. INSTALL NEW GUARDRAIL AND LADDER ON MODIFIED PLATFORM. PROVIDING HVAC DUCTWORK SUPPORTS ON ROOF AND IN TRUSS SPACE BELOW. PROVIDE SUPPORT FRAMING IN TRUSS SPACE ABOVE THE PUMP ROOM. Project Valuation: $217,400.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: IIB Fees Collected: $4,279.32 Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE 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: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: (AY Date: S )0—I 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 this permit does not presume to give authority to violate or cancel the provisions of any other state or lo s r gulating construction or the performance of work. I am authorized to sign and obtain this developm and agree to the conditions attached to this permit. Signatur Print Na �J z G,ve Datei"w `t ed6 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 for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: Installation of high-strength bolts shall be periodically inspected in accordance with AISC specifications. 6: 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. 7: 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. 8: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 9: 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. 10: 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). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 12: 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. 13: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 14: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 15: Structrual Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work included in the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 17: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide. (NFPA 13-8.6.5.3.3) 16: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 18: 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** 1400 FIRE FINAL 4034 SI -METAL PLATE CONN 4023 SI -OBS -SEISMIC REST 4025 SI -STEEL CONST 4026 SI-STRUCT STEEL 4004 SI -WELDING CITY OF TUKWILA Community Development Department Public Works Department i'ernrir ('enter 6300 Souihcenler Blvd., Suite 100 Tukwila, WA 98188 http:‘vw. fukv ilaWA.goy Building Permit No. DIP'OJ O5 Project No. Date Application Accepted:--�' 1X.4 V -- Date Application Expires: 1 (For Vice use on!) 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 bt fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: Site Address: 8701 East Marginal Way So. Tenant Name: The Boeing Company Suite Number: 14-01 PROPERTY OWNER Name: The Boeing Company - John S. Murdoch Address: P.O. Box 3707 M/C 46-88 City: Seattle State: WA Zip: 98124 CONTACT PERSON — person receiving all project communication Name: John S. Murdoch - The Boeing Company Address: P.O. Box 3707 M/C 46-88 City: Seattle State: WA Zip: 98124 Phone: (206) 740-0214 Fax: Email: john.s.murdoch aboeing.com GENERAL CONTRACTOR INFORMATION Company Name: The Boeing Company Address: P.O. Box 3707 M/C 46-88 City: Seattle State: wA Zip: 98124 Phone: (206) 740-0214 Fax: Contr Reg No.: BOEINC*294ML Exp Date: 01/18/2016 Tukwila Business License No.: H Appltcahmm-Forms-=.pphsa acs ised .August 2()I I bh I, Or, Lnr 21,1t Appla11nons Penurt 4ppltcnti.0 Res s,^a-R.n-iI do._ New Tenant: Floor: Roof Yes ..No ARCHITECT OF RECORD Name: The Boeing Company - John S. Murdoch Company Name: Coffman Engineers Company Name: PKJB Engineer Name: Emery S. Ojala Architect Name: Robert A Kroese Address: 119 So. Main St Tip: 98101 Phone: (206) 623-0717 Fax: City: Seattle State: WA Zip: 98104 Phone: {206) 624-3210 Fax: Email: ENGINEER OF RECORD Name: The Boeing Company - John S. Murdoch Company Name: Coffman Engineers City: Seattle State: Zip: Engineer Name: Emery S. Ojala Address: 1601 5th Ave. Suite Cit}: Seattle State: WA Tip: 98101 Phone: (206) 623-0717 Fax: Email: ojalaecoffman.com LENDER/BOND ISSUED (required for projects $5.000 or greater per RCW 19.27.095) Name: The Boeing Company - John S. Murdoch Address: P.O. Box 3707 M/C 46-88 City: Seattle State: Zip: Pace I of 4 BUILDING PERMIT I\FORNIATIO\ —206-431-3670 Valuation of Project (contractors bid pricer: S 214.700 lxisting Bin ding Valuation: S 10.000.000 Describe the scope of work (please provide detailed information): Upgrade IIiLh 13as HVAC. Modification of[xisting AOL Install \etw Guardrail and Ladder on Modified Platform. Providing HVAC Ductwork Supports on Roof and in I runs space below. Pros ide Support Framing in Truss Space above the Pump Room. The 4th Floor in Non -Occupied Space. No Sprinkler Changes. Mechanical Permit under Separate Permit. Will there be new rack storage? ❑ Yes Z. No If ses. a separate permit and plan submittal will be required. Provide UI Building Areas in Square Footage Below PLANNING DIVISION: Single fanny building footprint (area of the foundation of all structures. plus an decks o:er IS inches and os erhangs greater than 18 inches)_ "For an Accessory dwelling. provide the fiqlott mr_ lot Area (sq ft -i- Floor area of principal dwelling Floor area of accesson do lI tie *Provide documentation that shorts that the principal ortner Ines in one of thedtellings as his or her pnntars residence Number of Parking Stalls Prodded Standard Will then he a change in use ❑ Yes FIRE PROTECTION/HAZARDOUS NI.• TERI:.LS: ❑. Sprinklers ❑ Automatic Fire Alarm Compact I land cap Z \r If es . esplain Z None ❑ Other (speeds Will there he storage or use of flammable. combustible or hazardous materials .n the building'' E. Yes %❑. \o If ;t'r.s'. artirrh list r,/ nuncriuls and .47oro o loeulrous ono .sc/ c rare' rt`• l 2- r I I .. pa/icr mrlrnbiti; quuniuiu s uo s itateriai tit/cn. 1 tura CheCis SEPTIC S'1 STI?\l ❑ On-site Septic St stem For on-site septic sr stem. pros ide 2 copies of a current septic approved bt K mg Ccnuto Health Department H ippLani;m,e. i(' TO4pph:::dsn; Or. I ;w :nIl .0 Rc•. sod +,..,;s 24 hh r -Ps ,on -:N." I rit Page'_ of 4 Existing. I Interior Remodel Addition to Eyisting Structure Nei,‘ 1 Pe of i 1\pe of Construction per I Occupancy per IBC i IBC Ic Floor 219.578 II -E3 1 Fl ; I3 3"a Floor I 31.145 3'dFloor 3 30.786 Floors _.__`f thru 4 5.030 Basement I Accessor Structure* j i I Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single fanny building footprint (area of the foundation of all structures. plus an decks o:er IS inches and os erhangs greater than 18 inches)_ "For an Accessory dwelling. provide the fiqlott mr_ lot Area (sq ft -i- Floor area of principal dwelling Floor area of accesson do lI tie *Provide documentation that shorts that the principal ortner Ines in one of thedtellings as his or her pnntars residence Number of Parking Stalls Prodded Standard Will then he a change in use ❑ Yes FIRE PROTECTION/HAZARDOUS NI.• TERI:.LS: ❑. Sprinklers ❑ Automatic Fire Alarm Compact I land cap Z \r If es . esplain Z None ❑ Other (speeds Will there he storage or use of flammable. combustible or hazardous materials .n the building'' E. Yes %❑. \o If ;t'r.s'. artirrh list r,/ nuncriuls and .47oro o loeulrous ono .sc/ c rare' rt`• l 2- r I I .. pa/icr mrlrnbiti; quuniuiu s uo s itateriai tit/cn. 1 tura CheCis SEPTIC S'1 STI?\l ❑ On-site Septic St stem For on-site septic sr stem. pros ide 2 copies of a current septic approved bt K mg Ccnuto Health Department H ippLani;m,e. i(' TO4pph:::dsn; Or. I ;w :nIl .0 Rc•. sod +,..,;s 24 hh r -Ps ,on -:N." I rit Page'_ of 4 PUBLIC: WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please pros ide detailed information). D.N.A. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ . 1ukssila ❑ - ``Water As ailahihn Pros idec ❑ Water District =125 ❑ Highline Surer District ❑ . Tokss la ❑ Viii es Vies ❑ Renton ❑ . Sesser lase Certificate ❑ Sesser f\sailabiiits Provided ❑ Renton ❑ Seattle Septic System: ❑ On-site Septic Ss stem For on-site septic as stein. pros ide 2 copies of a current septic design approsed hs King Count; Health Department Submitted with Application (mark boxes which appls I: ❑ _CisilPlans (itaximumPaper Size —22"x34") ❑ Technical Information Report (Storm Drainage) E. Geotechnical Report ❑ _Bond ❑ IRS -Ur -mice ❑ Easeinen(sl ❑ Maintenance Aurcentem(st Proposed .activities (mark boxes that appls ): ❑ Right -of -ss as Use -Nonprofit for less than 72 hours ❑ ..Right -of -was Use - No Disturbance ❑ _ Construction Excas abort Fill - Right-of-s;as❑ Non Right -of -ss as ❑ Lf _ Total Cut ❑ . Total Fill cubic yards cubic s ards ❑ Sanitary Side Sesser ❑ _Cap or Rem;e Utilities ❑...Frontage Improvements ❑ ..Traffic Control ❑ . Backfloss Presention - ;ire Protection Irrigation Domestic Water ❑ traffic Impact Analsis ❑ Hold Harmless (SAD) ❑_ Hold Harmless (ROW) ❑ Right-of-ssas Use - Profit for less than 72 hours ❑ Right -of -ss as Use • Potential Disturbance ❑ Work in Flood Zone ❑ Storm Drainage ❑ Abandon Septic Tank E Curb Cut ❑ Pavement Cut ❑ Looped Fire Line ❑ Grease Interceptor ❑ Channehzation ❑ "French Excavation ❑ . Unlit Undergroundinc E Permanent Water Meter Size . WO ❑ 'Iemporars \Vater Meter Size WO E _Water Onls Meter Size . . \VO :- ❑ Deduct Water Meter Size ❑ - Sesser Main Extensicin • Public ❑ Prcate. E E Water Main E:xtension Public ❑ Prisate ❑ FINANCE. INFORMATION Fire line Size atPropens Line Number of Public Fire Iisdrant(st ❑ Water ❑ _ Sesser \onthls Sers ice Billing to Name ❑ Sen age Ireannent Mailing Address Das I eleplione 11'da. Meter Refund Billing Name. Da; Telephone Mailing Address. H \nn„a::.,u� I. r.-npi::.,uor, On i..:r :' . I tppl�, �:- -a� P;..... ',h: r.:on H:, rrd Pay 3of.t PERMIT APPLICATION NOTES — I Value of Construction In ali cases, a valoe of construction amount should be entered hi the applicant T his Figur:_ n II he rec coed and is subject to possible re"ston by the Permit Center to cowl v"th current tee schedules Expiration of Plan Reciex% Applications IPr \s Inch no permit is issued thin 180 days tolIoi ung the date of application shall e.y c hanon The Building Official mss grant one or more extensions of time for additional periods not eyceedi to 00 days each The extension shall he requested in nrtung and justifiable cause demonstrated Section 105 3 ? International 13uildtno Code,cur-ent edition) I HEREBY CERTIFY [HAT I HAVE READ AND EXAMINED •H ITS APPLICrA(ION AND KNOW 1 I IE SAME TO BE FREE ENDER PENALTY OF,LyRILRY BY THIP LAUV S QE THE S iA ATE OF WASHING FON. . AND I AM Al TO APPLY FOR THIS PERMI ij :i''r eL, /l JrJ t L l ---� / Date: 04222016 Print Nanl John S. Murdoch Dav "feiephone: (25 3) 740-0214 Mailing Address: P.O. Box 3707 M. C 46-88 Seattle WA 98124 ti Apphcaucn, 11 1 )11 l_nn• ..'1I:)11 11' R1,1111.1 s:p6:aiion " 11 Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY PermitTRAK PAID $2,644.83 D16-0108 Address: 8701 E MARGINAL WAY S BLDG 14-01 Apn: 0007400033 $2,644.83 DEVELOPMENT $2,519.10 PERMIT FEE R000.322.100.00.00 0.00 $2,514.60 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $125.73 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R8527 R000.322.900.04.00 0.00 $125.73 $2,644.83 Date Paid: Friday, May 20, 2016 Paid By: JOHN S MURDOCH Pay Method: CREDIT CARD 095153 Printed: Friday, May 20, 2016 11:06 AM 1 of 1 r LS timsysTEms DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY D16-0108 Address: 8701 E MARGINAL WAY S BLDG 14-01 Apn: 0007400033 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R8290 R000.345.830.00.00 0.00 PAID $1,634.49 $1,634.49 $1,634.49 $1,634 49 $1,634.49 Date Paid: Friday, April 22, 2016 Paid By: JOHN MURDOCH Pay Method: CREDIT CARD 066833 Printed: Friday, April 22, 2016 4:28 PM 1 of 1 SYS'I'LM K: FIELD BOEING 14-01 UPGRADE HIGH -BAY HVAC Tukwila, Washington Structural Calculations March 2016 Boeing Project #28805 CEI Project #15073 I REVIEWED FOR CODE COMPLIANCE APPROVED MAY 17 2016 City of Tukwila BUILDING,V, ,LQN RECEIVED CITY OF TUKWILA APR 2 2 2016 PERMIT CENTER SEATTLE 11601 Fifth Ave.. Suite 900 1 Seattle.WA 98101-1620 1 206.623.0717 www.coffman.com A RF,74, N NGNEERS BOEING 14-01 UPGRADE HIGH -BAY HVAC TUKWILA, WASHINGTON STRUCTURAL CALCULATIONS TABLE OF CONTENTS SECTION PAGES DESIGN NARRATIVE 1 DESIGN CRITERIA 2-10 AHU PLATFORM 11-14 AHU PLATFORM LADDER 15-20 ROOF & AHU PLATFORM GUARDRAILS 21-23 ROOFTOP DUCT SUPPORTS 24-31 INTERIOR DUCT SUPPORTS 32-35 PUMP ROOM PIPE SUPPORT FRAMING 36-50 APPENDIX 51 REFERENCE DOCUMENTS 52-58 Structural Design Narrative Building 14-01 Upgrade High -Bay HVAC Thompson Site — Tukwila, WA Structural work presented herein is provided for the support of the 14-01 building HVAC upgrade of AHU-16 and associated equipment. The new AHU-16 is to replace the existing unit on the rooftop platform between gridlines 11.2 to 11.4 from B to C. Structural work related to this platform includes the downsizing of the existing AHU platform to fit the smaller footprint of the new unit and providing a new ladder for platform access. In addition, guardrails in the immediate area, at both the platform and roof levels will be replaced. HVAC duct gravity and lateral load supports are to be provided for several duct runs, both at the roof level and within the truss space inside of the building. Roof penetrations associated with the duct runs are to be framed with structural steel where required. Structural steel framing is to be provided in the pump room between gridlines 6 to 6.2 from B to C for the support of new overhead pipe runs. This framing will incorporate new members with existing steel framing at the bottom truss chord level to create adequate gravity and lateral support points for new pipe runs located approximately three feet below the bottom truss chords. 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 1 C::) -e -S /746, /4'-0( 1340er (/ rrtJif 7f evY s ACOFFMAN NGINEERS 03/28/10 prcoctl6'-cfie vplr location by k date 'fit/4 sheet no. client 5113e,I 'r checked 1491 UPGRADE MICR -BAY FIYA6 date SEA -B1204 zusGs Design Maps Summary Report User -Specified Input • Report Title 14-01 HVAC UPGRADES Fri February 12, 2016 21:10:27 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 47.52342°N, 122.3038°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output Ss = 51 = 1.514 g 0.575 g SMS = SMI - 1.514 g 0.863 g SDS = SDI = 1.009 g 0.575 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.76 1.61 1.44 1.29 1.1 a 0.56 0.80 91 0.64 0.49 0.32 0.16 0.00 0.00 0.20 NICER Response Spectrum 0.40 0.60 0.90 1.00 1.20 1.40 Period. T (sec) 1.60 1.90 2.00 1.10 0.55 0.88 0.77 TP 0.66 0.55 0.44 0.33 0.22 0.11 0.00 0.00 For PGAM, T„ CRS, and CR1 values, please view the detailed report. 03/28/16 Design Response Spectrum 0.20 0.40 0.s0 0.90 1.00 1.20 1.40 1.60 1.20 Period. T (sec) 14-01 UPGRADE HIGH -BAY HVAC 2.00 Page 3 usGs Design Maps Detailed Report ASCE 7-10 Standard (47.52342°N, 122.3038°W) Oite Class D - "Stiff Soil", Risk Category I/II/III Section 11.4.1 — Mapped Acceleration Parameters Note: Ground motion values provided below are for the direction of maximum horizontal spectral response acceleration. They have been converted from corresponding geometric mean ground motions computed by the USGS by applying factors of 1.1 (to obtain Ss) and 1.3 (to obtain S1). Maps in the 2010 ASCE-7 Standard are provided for Site Class B. Adjustments for other Site Classes are made, as needed, in Section 11.4.3. From Figure 22-1 (11 Ss = 1.514 g From Figure 22-2121 S1 = 0.575 g Section 11.4.2 — Site Class The authority having jurisdiction (not the USGS), site-specific geotechnical data, and/or the default has classified the site as Site Class D, based on the site soil properties in accordance with Chapter 20. 1• Site Class Table 20.3-1 Site Classification vs N or k1 s„ A. Hard Rock >5,000 ft/s N/A N/A B. Rock 2,500 to 5,000 ft/s N/A N/A C. Very dense soil and soft rock 1,200 to 2,500 ft/s >50 >2,000 psf D. Stiff Soil 600 to 1,200 ft/s 15 to 50 1,000 to 2,000 psf E. Soft clay soil <600 ft/s <15 <1,000 psf Any profile with more than 10 ft of soil having the characteristics: • Plasticity index PI > 20, • Moisture content w z 40%, and • Undrained shear strength s„ < 500 psf F. Soils requiring site response analysis in accordance with Section 21.1 See Section 20.3.1 For SI: lft/s = 0.3048 m/s 1Ib/ft2 = 0.0479 kN/m2 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 4 Section 11.4.3 - Site Coefficients and Risk -Targeted Maximum Considered Earthquake (MCER) Spectral Response Acceleration Parameters Table 11.4-1: Site Coefficient Fa Site Class Mapped MCE R Spectral Response Acceleration Parameter at Short Period SsS0.25 Ss=0.50 Ss=0.75 Ss=1.00 Ss 1.25 A B C D E F 0.8 0.8 0.8 1.0 1.0 1.0 1.2 1.2 1.1 1.6 1.4 2.5 1.7 0.8 0.8 1.0 1.0 1.0 1.0 1.2 0.9 See Section 11.4.7 of ASCE 7 1.0 0.9 Note: Use straight-line interpolation for intermediate values of Ss I • Site Class For Site Class = D and Ss = 1.514 g, Fa = 1.000 Table 11.4-2: Site Coefficient F„ Mapped MCE R Spectral Response Acceleration Parameter at 1-s Period S1<0.10 S1 = 0.20 S1 = 0.30 S1 = 0.40 S, 0.50 A B C D E F 0.8 0.8 0.8 1.0 1.0 0.8 0.8 1.0 1.0 1.7 1.6 1.5 2.4 2.0 3.5 3.2 1.0 1.4 1.3 1.8 1.6 2.8 2.4 See Section 11.4.7 of ASCE 7 1.5 2.4 Note: Use straight-line interpolation for intermediate values of S1 For Site Class = D and S1 = 0.575 g, F„ = 1.500 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 5 Equation (11.4-1): SMS = FaSs = 1.000 x 1.514 = 1.514 g Equation (11.4-2): SMI = F„ S1 = 1.500 x 0.575 = 0.863 g Section 11.4.4 — Design Spectral Acceleration Parameters Equation (11.4-3): SOS = % SMS = % x 1.514 = 1.009 g Equation (11.4-4): SDI = % SM1 = % x 0.863 = 0.575 g Section 11.4.5 — Design Response Spectrum From Figure 22-12 (3i T� = 6 seconds i • Figure 11.4-1: Design Response Spectrum Sas=1.009 A e 0 1 I u u M 5a,=0.575 C 0 a. e S 1 0 a. T<T4:S1=Sbs(0.4+0.6T/T4) TosTST$:V=6„9 Tt,<TsTI:Si=$$,IT T >TL S,=SjL/TP r r- To=0.114 T3=0.570 1.000 Period. T (sect 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 6 Section 11.4.6 — Risk -Targeted Maximum Considered Earthquake (MCER) Response Spectrum The MCER Response Spectrum is determined by multiplying the design response spectrum above by 1.5. 5,,s= 1.514 Sm.= 0.863 Td = 0.114 T5 = 0.570 1.000 Period. T (sec) 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 7 Section 11.8.3 - Additional Geotechnical Investigation Report Requirements for Seismic Design Categories D through F From Figure 22-7 01 PGA = 0.633 Equation (11.8-1): PGAM = FPG„PGA = 1.000 x 0.633 = 0.633 g Table 11.8-1: Site Coefficient F pGA Site Class Mapped MCE Geometric Mean Peak Ground Acceleration, PGA PGA<_ 0.10 PGA = 0.20 PGA = 0.30 PGA = 0.40 PGA >_ 0.50 A B C D E F 0.8 0.8 0.8 1.0 1.0 1.0 1.2 1.2 1.1 1.6 1.4 0.8 0.8 1.0 1.0 1.0 1.0 2.5 1.7 1.2 1.0 0.9 0.9 See Section 11.4.7 of ASCE 7 Note: Use straight-line interpolation for intermediate values of PGA For Site Class = D and PGA = 0.633 g, Fp,,,, = 1.000 Section 21.2.1.1 - Method 1 (from Chapter 21 - Site -Specific Ground Motion Procedures for Seismic Design) From Figure 22-17[51 CRS = 0.937 From Figure 22-18E" CR1 = 0.919 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 8 Section 11.6 — Seismic Design Category • Table 11.6-1 Seismic Design Category Based on Short Period Response Acceleration Parameter VALUE OF Son RISK CATEGORY I or II III IV Sps < 0.167g A A A 0.167g 5 Sps < 0.33g B B C 0.33g 5 Sas < 0.50g C C D 0.508 5 Sps D D D For Risk Category = I and S„ = 1.009 g, Seismic Design Category = D Table 11.6-2 Seismic Design Category Based on 1-S Period Response Acceleration Parameter VALUE OF SD1 RISK CATEGORY I or II III IV Sol < 0.067g A A A 0.067g 5 SD1 < 0.133g B B C 0.133g 5 SDI < 0.20g C C D 0.20g 5 SD1 D D D For Risk Category = I and Sp1 = 0.575 g, Seismic Design Category = D Note: When S1 is greater than or equal to 0.75g, the Seismic Design Category is E for buildings in Risk Categories I, II, and III, and F for those in Risk Category IV, irrespective of the above. Seismic Design Category = "the more severe design category in accordance with Table 11.6-1 or 11.6-2" = D Note: See Section 11.6 for alternative approaches to calculating Seismic Design Category. References • 1. Figure 22-1: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/201O_ASCE-7_Figure_22-1.pdf 2. Figure 22-2: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/201O_ASCE-7_Figure_22-2.pdf 3. Figure 22-12: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22- 12.pdf 4. Figure 22-7: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22-7.pdf 5. Figure 22-17: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22- 17. pdf 6. Figure 22-18: http://earthquake.usgs.gov/hazards/designmaps/downloads/pdfs/2010_ASCE-7_Figure_22- 18.pdf 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 9 t,/t4 cos 7 a. 29 4,54 V: 11.o �- e.,,, 7.- m, o *OFFMAN G I N E E R S 03/28/16 oroi�+ /4/-ot /Pea. (140,04, 45 location bY/ dela in'4‘ sheet no. client checked 1d„Q1 UPC-RDnE ulru_t AY HVA( date Pape job no. _10 SEA -B1204 F rs� AC9FFMANNEERSI 03/20/1 p„ /9_0/ 'lam. SG S by location date ,2//01 sheet no. client 29/ checked 11 01 UPGRADE HIGH -BAY HVAC date Pada job no. /TV 77 11 SEA -B1204 ALCOFFMAN N G I N E E R S O:d/2S/16 r f3 6.6 cam-: vat_ (vv) 5.0s - (. 0049 C vsGs 27::: Ise) Li =?F 6c' —P� o,gaP s lie 2X> to. 240/2640 location by ke— date 2/is/l6 sheet no. client ;.,,PS 14 checked MCI I DAY I4VAC date Pgp job no. / c -Z) 3/ 19 SEA -81204 I".Tv 1 jr S� CA) Cs) ACOFFMAN N G I N E E R S 03/28/16 pro t4 D/ VtaereAW locabon by 1"•G date 2//j(/i sheet no. clout gDel.5 checked UP3J.P 1F 1 -11r.1 -1 -RAV I -NAC 'date Papp /0731 SEA -81204 Al\g-114•RTU WORKSHEET I • UNIT DIMENSIONS X 442 0 in 36.8 ft Ax 40.0 ft^2/ft Y 24tat in 20.0 ft Ay 73.7 ft^2/ft Z 12 .0 in 10.0 ft A 113.7 ft^2/ft S 736.7 ftA3/ft COG Xo .211 in 17.6 ft Yo 12 in 10.8 ft Zo y50 in 4.3 ft DEAD D ;33x3! kip Xb 0.8 ft Fz -33.3 kip X DIR Yb -0.8 ft Mx 25.0 K -ft P _25• p1 P My 27.8 K -ft P- -330.6 plf WIND Wh Wv SEISMIC psf psf Ax 200.0 sqft Fx 12.0 kip X-DIR Y-DIR Ay 368.3 sqft Fy 22.1 kip P+ 7.9 If P+ Az 736.7 sqft Fz 34.8 kip P- 225.2 pif P - Mx 110.3 K -ft V 299.5 Of V 299.5 plf My 59.9 K -ft 156.8 plf Eh kip Xb 0.8 ft Fx 16.8 kip X-DIR Y-DIR Ev t kip Yb -0.8 ft Fy 16.8 kip P+ C -163. 6e010 P+ 162.9 plf Fz 6.7 kip P- -45.4 plf P- - •• . • p Mx 76.4 K -ft V 420.0 plf V 228.1 plf My 77.0 K -ft 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 14 Pt. l.r 6 /* 4014, r 6 Pt ,r 1. s- ,n0.44- 2" np-2" n �� f 16" Nc' 3.`C" 1I// 211 " s dei ACOFFMAN N G I N E E R S 03/"13/1C project /A —O( /kV z by location client s/ date 3/i/ checked sheet no. 14_nt I IPMRAIlF I-II(41-1-RAV HVA( date Page job no - /67; /7 3 ( o. CCA_u,nnA CEI 14-01 HVAC UPGRADES/I ODER: I. Hot Rolled Steel Properties Label E Iksil G rks I. Nu A 1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 '-;...2.:f:,071.64036a P:Si.W14',RAM I: WA Aill$4:: '1.ir:-;,13:-IiIii .;At-,ati6s,!:'7--- imrA49A4:3 :10031: B1.$'1X Reaction f,-WIZZI 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 .,i6-$8:jall 65 1.1 g1:4144P%0.10':"',.fANPi 'y29000lt111$0Zjl3W Eatr' stif6 k;.glialti"fir.?(61,'"kdi ',.----...;,',,,-.. 'i.%.q-',;-,.,;AS.,IY.,4Z-Z."-1`-f, SVUM'Zia liAITK '-5'ill:lil'la% 7 Zgajk 5 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3 15AiA k7§:0:310EGf:=, 2900074 0400470 48 t-V4Cii-,76761,-.raM. ';-1, imeiowra .49 :5;i4t$,:w 50 ft.,;12CFft.:,-1.-!:*,%:cil,Jittm 1.4 65 1.3 7 A1085 29000 11154 .3 .65 Joint Coordinates and Temperatures Label 1 Ni 0 o o 0 Reaction Reaction M?,':' '' 7 -2. '''''-,W5IAVU tVatii:610:,,,, EF44t90''CW:lagilt-Ob ,Z'V P:Si.W14',RAM ZMNit.5:44-S 3 N3 0 12 0 0 Reaction JAWV;Mr4PC„tkikgMfg 3 MiAitliA l',' g".7t4rVgag..4 'ArZAZ0PTAITO5 esavorkv Etninitiaz.-* 5 N5 0 24 0 0 -:,,74Cii0 Eatr' stif6 k;.glialti"fir.?(61,'"kdi ',.----...;,',,,-.. Ve4I4,7141ail.g titsfafaiKtAVgit ositiea:SA ;-.401M11 - ' tfli 7 N7 0 36 0 0 6t'l Wq--M-:74178Kft,-,1,,,i,nt AaV301.43741.t Car-Aii- $'61‘174:.:- 4Y4:4MwatuA,Nwfifoiroz Typical 9 N9 0 48 0 0 Beam-:. 710,;,:i Si'44ttr:;..K10411t0.12' 1032%0 .11N:3.zwawiczo _WISMi a: Ni .- Ii N11 0 60 0 0 Typical '442f.:12%.1.'-'' Ittgrgwell g.ra$1:3461m,,Ittglia-,...401.0.1.1 mic mf-wr:$,.o.r...-7-4iv, 77:;:79Crer, 301' ..XPIANOP. 13 N13 -4 63 0 0 N11 :.4141A IgigiWit4ffigniAgi% Lt.,%.E.t.4.23MN 44 '171;;IU073:gInt.:$, 'iAlfAS 4,V3f116-ZiN,:.ii.,` ','',•7i'Zil'iir:514,i'.,14,-"W.,, 15 N15 -4 102 0 0 g,bo-#143-4.i.x.o.:*,-,p:411.:64iiii. fil OW •CW;ft.,4W141.007.154:1.IVA'ZaT,4427-04,r.:ZakVf-.:!AAl0i2i'ea or4-mttiom4,..-irlfma-6-101:16Xs- Typical 11 Ml 1 Joint Boundary Conditions Joint Label X An 1 N11 Reaction Reaction Reaction Reaction Reaction Reaction BAR ';,:474Wrigilaf2;ZiS Typical ;44--ea-atidhweA7-0504"-q 4:4-:';-::1\.5442?Ai5141',4ii -1 - .aitftfg VIR-8476hon 0 .KROttletr • • gReifblititAMAMMO 0'.16MR' ROUND 3 N16 Reaction Siiii-4T§T: 3 M3 N5 N6 17414 VfMtostt14-31agga-olititR Beam gozwang surnao ram.' ,m3ti -i4L,-;-fkikoitk.wwjyyAiritio,65tfau,-- ; --ip5, Member Primary Data Label I J oint rlacinn I jct. 1 M1 Ni N2 0.75_ROUND Beam BAR A36 Gr.36 Typical - 4:4-:';-::1\.5442?Ai5141',4ii 1 :143Z.S i-,-,45,14 ,;-t':,::::.:: -.:1.;-:-.•i4 0'.16MR' ROUND By.o*.,-,-.).?-,,,i,,45)01,--';',....?:-', ,,;-',; A. • ,. !:-.:4 Siiii-4T§T: 3 M3 N5 N6 0.75 ROUND Beam BAR .-._: A36 Gr.36 Typical T.44:24'f-:::-!;.:71'4914ZS.:-.-t-,:t;f,)-T.NIA*8 ',.----...;,',,,-.. .1. -:E'.. -i,15 OZ55-ROUN a Beam..:BAR..... l, eX363063.6041VtiOV 5 M5 N9 N10 0.75 ROUND Beam BAR A36 Gr.36 Typical MIA; W12):`,..-",:er-,:# -;:n10 01:511ooN a. Beam-:. ,,,,f,e--,4-,;sAsite,..,-:110:iNikt.c oe362,:12. Z41514f 7 M8 Ni N11 90 3x8_RECTANG.. Beam None A36 Gr.36 Typical cf,4•,,,etv;,-_;09:,:tittil-3:0:1:1k, mic 41'74:4117; 77:;:79Crer, 301' ..XPIANOP. Beam None T-11W3.:610-606-F,CTLittic7iff 9 M9A N11 N13 90 3x8_RECTANG. . Beam None A36 Gr.36 Typical 10 M10 N13 N15 g,bo-#143-4.i.x.o.:*,-,p:411.:64iiii. or4-mttiom4,..-irlfma-6-101:16Xs- Typical 11 Ml 1 N12 N14 90 3x8_RECTANG... Beam None A36 Gr.36 Typical 121' t a....4:-fr 2aaiik;;;,.:M1*::4t 900.!-i fn..;. 10's J ; ...1110022107.a* ;41:.,:i-': ..:';,;NtiiiiiiZ.:4*-..,:i'-'2.' -,,,'IA3-6;Gt•Ig 8.fK.Tlipia V RISA -3D Version 13.0.0 [PA...1...1...\...1...\...\LADDER AHU PLATFORM\LADDER.r3d] 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 1 Page 16 CEI 14-01 HVAC UPGRADES LADDER : Member Advanced Data Label I Release J Release 1 M1 0.75_ROUN.. 16 Lby/ Yes None :'' ', - -,. > ii-gK t , g.:1 4- ' ,v,. ti u -? i, t• '-'4,-'-'--, y' ft'a " ,�,' .q 1f a ?: `f a ti- z6 t , , }i.w”" �'�'R,...i 1� .# S h Ki � 3 M3 4c , 71t1411„, 1 e �gie( 3 M3 Yes None Lbyy 4g4 M4 t . � ,.xr ,x „.„...''''4,. . ,f,,-, 4fitiliNig ;'g ,z„ F rYes �� Yq .. n , -, None <'... 5 M5 &_ti1s, a�.a" i:7- Yes ,. 4,,,:...44 None 5 , JM6`3..Yr �YW r ,5{F F +5t c , • Sv i ,. .� a ' r .y ...t. s..- F 7 M8 3 r M6' ,U 75_RO1N' 6-.<<., " Yes None �t 8 : , 9, _ : � -n. _:s ' , k t s mo, t;4; x a , 3x8_RECT... 60 ;. € a ; None ti 9 M9A Yes .,�.. t' �� .9.�:�:�-...�.���... None wh �, 60E �,Segm:ent 10 .-�:M1,0 htYigi -.r Y�'t, .:�r�tA-4C,-`- , I :��' ."'' � �� xY,esr r?�� ,!', .,.rikrof 9 11 M11 5 Lbyy Yes None _s12 Lc,' . i h t N12 :��,£ 1 } ' Y � �p '�? ` t'i' Y � �v � 3i T4�. i k-T�i�e 4/ 1e..L1. .1 4. � �.. K ,1'c 11 , k: k. tr IN -4,g1": _ ;� �:: . _ a� .1i j -4 > e,.:, '%1.11 Hot Rolled Steel Design Parameters Label Shaoe Cb Function 1 M1 0.75_ROUN.. 16 Lby/ Lateral i`.: -•$2 .= ry-._ .eW ,'S, i: CEI 14-01 HVAC UPGRADES LADDER : Basic Load Cases BLC Description Cate X G...Y G...Z G... Joint Point Distributed 1 SW None -.461 -1 8 360 9 0 8 0 -184 8 -.006 ...2 T` CASE1a � �.. w.;.: .��� s4 x,` ._ � ."None:' ,,. Y;r-� ,.. ,�:.... .� .� .�,_.:,'! P ..' s ) 8' �,�030 - Y: �a9 , 5.ti,.''''-'4,'�;r .__.�., i,:� �R, �,. , , b , .�� 3 CASE 2 None sri ; :;c t 10:liIYS'..,'#,C ••- 1 ti: 1 ..,5 ��-''+5-z 360 _ 0 -,� 4 � : R. �Y....�CA$"3 ��� �..��� 't ' >F - '''':'z ...���,�,: �No'n�:�.�-� : z w} _.. .�.;�. AY -i } ..s.�:.,M y � f ....1 .,rz +�: � ffi v(' � , ...� _ t.. <. 4 �1;'i. .;b •' 5 CASE 4 None 1 1 2 1 5 N16 •-- 239.696 11 0 Load Combinations Description Solve PD...SR... B... Fa... BLC Fa... BLC Fa... 1 SERVICE --• -.461 9 420.303 8 360 9 0 8 0 -184 8 -.006 6 1.685 9 2-,11',.1 2 #� - - t ,, , .�,-� .... < Y� .05.3 `+' P ..' s ) 8' �,�030 - Y: �a9 , T -"-,?,',2,'118I.‘;,,,?: i~t:'ry:�0 , <� �� J 1 j. �.�8 z� ...1 yh-�.9',' �99�;: ;1-4f -.;�'�t�#� Yh'r ... ' 'I sri ; :;c t 10:liIYS'..,'#,C ••- 3.948 ti: 1 ..,5 ��-''+5-z 360 h .t"5..'f 0 ix .A, �--.a �!..i���4%: 10 ,,F 5;,..ftih' ' 4 s _ t`,8 =`" F iF:. 3 D+L (1) '' 1 • ::= Y -0 1 1 2 1 5 N16 •-- 239.696 11 0 8 0 8 0 8 0 .184 8 0 1.283H1 8 t ]g'.. �: �1 w r.3. D+Lf(�2)n 4+ . wo ' ivk}S ha :y bk "4.. jY s 1em A1 � . y,�. Ci'r� ti F l�:tF :., " -‘:.;i1.0,, �T �_t.'1 `! i ,w.p.,`:11 , A' 't- :`{l' .r a , �.:, 8� 'SY 1 = F .r3 ,} .+ci a'�,ai• "y1t N F? 0 5 D+L (3) 0 Y 8 0 1 1 4 1 -.: i ', 41-4 7414: e!P fy -.+ "4..{. g10":- . .. 'A' ...8 h -F `-zri.0-x, j:: '8 0. + 1 0�r ::s'4��' 8 ,' . z; � 8 8 .��, ' 9 Totals: may• T1 11 840.605 8 720 9 x 1 H1 -1b I10 cif 1MT0 8_RCI .: .r�; � r M r r$,k, '1::26.1-07501'.>9 11.:-..'j.;:-...946.!',..4..- '.: ,. i:r< �" < rk b, 7 STRENGTH v ?, - � - ... 0 .001 0 z 45624... 48600 .506 3.038 1 H1 -lb 12 v t .;: 1171 2 1 3x8_tEC .::004 =:0> f 000 . -' . z 484125 , a§ r1: `2D/+°1, L,1TAYES , :='>.... 1.2 9 M1 1,.6r,.,.i<a1__ .964 8 .056 0 :. . iV. 9869.1.. 14320.8 .184 ; x 1.685 H1 -1b �_ s ,;.� r E Aa, 9 1.2D + 1.6L (2) Yes Y 1 1.2 184 x. C 2.162 H1 b �,.0 r`:. + .2 �-1;;. �3; 1: V .ayes :Y.. S .. k.. . , 1� Y f 1:2''x`�d _3_1.6 t i _1�.6' -^A - ' .-,t; � � n .. ' - - ` ,,.,i,,,,,„,ti ?- ai : r$ ;'4y..zi.�'ty.;� ,_ _...�- i t. r ..' fj .... vy.y _. :. v L i.`' :�, - ¢Ny' r �: 11 1.2D + 1.6L (4) Yes Y 1 1.2 5 1.6 Envelope Joint Reactions Joint X pbl ... Y Ilb LC Z flb LC 1 N11 --• -.461 9 420.303 8 360 9 0 8 0 -184 8 -.006 6 1.685 9 2-,11',.1 2 #� - - t ,, , .�,-� .... < Y� .05.3 `+' P ..' s ) 8' �,�030 - Y: �a9 , T -"-,?,',2,'118I.‘;,,,?: i~t:'ry:�0 , <� �� J 1 j. �.�8 z� ...1 yh-�.9',' �99�;: � ..00� � � .�.>.:006 s t •'y � F�,fB H1 1.b' 3 N12 ••- 3.948 10 420.303 8 360 9 0 8 .007 14320.8 9 .074 10 1.036 4 i . ' 4 s _ t`,8 =`" 46I41i9•• '60 I ';303' i 3.. ''N'..b' 'Z 1 .' ' `.-'. '' 1 • ::= 9. �h , -0 - 8: -.2 -1'006I -t;''; ``� ;- , 9 5 N16 •-- 239.696 11 0 8 0 8 0 8 0 .184 8 0 1.283H1 8 16 3.). 1 Y. ...-'F ::- r . 4a ,� . 3, s -.F4.1-9 . L `:- .. Ns�.O -;^ �•.. '�'.� n $ r 3<sL..,c ,.,. }, 0. 1.y :";:t4:4) .., C M.,' .,� `0� _..� a a �3 � r s .0 & � ! 3t r. x� 8; � � 03 � � m ° -� 8� r7^ _;. 7 N15 --• .304 8 0> 8 0 8 0 8 0 1 8 0 :"7:1,18',.:A:•110.w8 8 si` t9; i` m` -.: i ', 41-4 7414: e!P fy -.+ "4..{. g10":- . .. 'A' ...8 h -F `-zri.0-x, j:: '8 0. + 1 0�r ::s'4��' 8 ,' . z; � 8 8 .��, ' 9 Totals: •-• 240 11 840.605 8 720 9 , 3.038 1 H1 -1b I10 yit: - k 81. ,w= 1MT0 8_RCI .: .r�; � r M r r$,k, '1::26.1-07501'.>9 11.:-..'j.;:-...946.!',..4..- '.: ,. i:r< �" < rk b, _ - v ?, - � - ... 0 Member MSC 14th(360-10): LRFD Steel Code Checks LC Member Shape UC Max Loc in Shear ...Locfinl Dir phi*Pn.. phi*Pn... phi* 1 8 M1 0.75_RO... .774 8 056 0 9869.1.. 14320.8 -184 .184 ' 6 1.685 H1 -1b 2-,11',.1 ,":::-.0P-..,..' c ," -,:i �0.75_-RO 1,;:;,01.7.4'•'.416 .000..16 - 9869.i...14320.8• 4 r .i - s F:f84`..-KW1.053 H1 1.b' 3 8 M3 0.75_RO... .009 8 .000 16 9869.1.. 14320.8 .184 .184 1.036 H1-1 b ' 4 s _ t`,8 =`" a Q M4 0, 75r< O z f1063 : 16 .000 -1;6 ; 94691 '1:4320 8 g4 u. ;- , HI - 5 8 M5 0.75_RO... .001 8 .000 16 9869.1.. 14320.8 .184 .184 1.283H1 -1b 16 3.). --:->::'S8 : xj.,t16 N Iz175?R0 .001-`. 0 .0:00 .0 :9869 � .14320 8' 8' z' �. At'n4::::; 4 ,r 5.1:8 : 2.381)+11,0 b 7 8 M8 3x8_REC.. .199 0 .004 0 z 33775...48600 .506 2.582 1 H1 -1b :"7:1,18',.:A:•110.w8 t, . si` t9; i` 3x8 RE:0 , a 199I 4. 0 ` .004 _ 0 . z 33775 K 48600 : 1.....506 .... , 2:5`82 ±, ::1 H1.1 b` 9 8 M9A 3x8_REC.. .012 0 .001 0 z 45624.-- 48600 .506 , 3.038 1 H1 -1b I10 yit: - k 81. ,w= 1MT0 8_RCI .: :,0.:-.000 gat fit 41.5.:48800t .5061ft ;x7F r 1 rk b, 11 8 M11 3x8_REC.. .012 0 .001 0 z 45624... 48600 .506 3.038 1 H1 -lb 12 v t .;: 1171 2 1 3x8_tEC .::004 =:0> f 000 . -' . z 484125 , 4860.0. 506 z 4 . 2. 56 , ih1 �' 13 9 M1 0.75 RO... .964 8 .056 0 9869.1.. 14320.8 .184 .184 1.685 H1 -1b .; 14, - ' -044W.., A - : 0 73,x# d ` .:x 62 itIC -',-000 + 30'Ns." .98691 14320 8 K n-,,,;',.;:.••. 84, ," 184 x. 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Z . 4- op, 4860o. :u50:s> .6.r x1 t50,01Z ;45-I.Vlap: 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 19 4-441) Ulu cam r►w 2 - - ,s --ATA 1.1,:).1e -r r IG/t.2" d " 1- 7„ .2 d) (3 1°1- 4- )75) G fr 1Y c �A-+- 741-7/- • '58 ` .38 t mac. e'ut rte- 4,44 s weld) r,.�o,4�•,._ toy ,VA; .. +17P' . — mid 044 & 4 b7 *FFMAN GINEERS 03/28/1C — 01 —v/ by k location date .//t� sheet no. client Cr checked iA-pi t IPrpAItF HIrH-RAY HVAC date Page job no. 20 eGe.o1on. eKe?A l c9Vordt. .f 44511 fila, _ 1w 13. s') s 2 , 8 k - �-- ��- / " si p, 1:)/&.%- (y, / r 35'4st 67.2aecv.k-, p.,s aF i'v.-1-1-, A or7 f(- pr — a -s see °.42i M.t - '41° Fy - iCf 1. l os—L. -4- .e.- "/ e 2.C3 y 1. d, �tici✓+�`e-sem` 03/ COFFMAN N G I N E E R S pow fit -0/ location br date 3 /21/1‘ sheet no. client (jt, checked 11 01 UPr.,ReDF HIGH_RAV HVAC date Page job no. 21 /Im:4dr f r4 F w;-I6Ca,190 3� s . 12 -4- \ {-M—Iegffitet. = I. I /47/41/$1, as ` t e• , at" -- 41)7- t/-- 4 t„J le -gr) = 7. /h 3 ?. c^- fiee--/54..i 3 V y 1w/4✓ .6. 7,j -Z1 -4--V- 3.5. z (3) to. t,„_. aet 444 ACOFFMAN N G I N E E R S n4/9R/1 R P-olect /4 - ' (ned^ IleiteAske by +'Va- location client 14-01 UPGRADE HIGH -RAY HVA(1 date .3/1811 checked date Page sheet no. job no. /s-Dk' 3/ SEA -91204 4-4r": % 2 P`i /.6(Z ).. v L ► . 116(14--4-- J.— /71(14 'll4--`i- e. 0' rz , 34 " card,. 1c '7 ,sA *R!FMANNEERS 03/^0/16 yr ! - o/ /lies 4 tr location by A v date e2/21%* sheet no. client ,3 checked 11 01 UPr,RADE HIGH-BAv Iver date Pape job no. /3%17 73 SEA -81204 3t 0 3 a 4 (o) °1&tr/v 44.411:4a1)PGS.. £%=32.4P(' 4i,vJ r w7:1e,r W,. LJ 24 237Pr $ r .St)Fr4 13 g'(31 As5v„,, 2r L. -Ls dt- ACRFFMAN NEERS 031'8/16 a (`f -c+1 Idvot.e. C by AZ location date'1/4b/1.b sheet no. gent )394 checked 1d41 IJP(RAf1F I-11CH-RAV eLVAC date Page job no. /a73/ 24 SEA -BI 204 x Y tro-P CEI AC 150731 Duct Support SK - 1 Mar 18, 2016 at 4:27 PM 150731 S 160223 Duct Support.r3d 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 25 Page 1 CEI Duct Support: Hot Rolled Steel Properties Label Elks A 1 A992 29000 11154 .3 • •.•••eldr , , 0 A._ — . . .65 — -..........,...• ... ..._. .49 • •••••••,••••• , 50 i s I 1.1 m vmps.an 65 . SI. 1.1 2i.'7P.;:A36 Gr.36in'j29000KB11154,Z4j.3tyrl.:TRit:M.65!takar,T',,,,,4EZN. 3 N3 0 0 9Mnt3V:364itit1 0 .5014:58--zoit1.2.gol ' -':317P0144A!rilifl,' 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 1'),,7'.:A500 Gr.B RN137,;,'''f2900C:7::111541Tia3021ILItE = 'N70i:'gk;,:';`.,:,;i71,71P-1:C=ii=% N5 ,;;Ji...;,'. '''..t;',::-',',.!:12.5',;':.;t1i9=`!,:i'e,.*:::41:::',-*=,:',;3,:i-v:1"::',:' 658:='-,.3,='=f,5f'4g.527,:nt;r:4:X,dtt2iiiV:.:,ii'JE;41.4--•'Pi•:',g;',:M!!4-N4 Typical 7 N11 0 10 5 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 ..,..!=1.3'5,..?..:.=.;.' 1.3 4_...A53 Gr.B 60.1529001:X!' 11154 .3 ''"' ':P.. .495,:j,k;TV,.;::..135_14WIP,11.6F4.41.-''.160i:Wggl.2:Kil 7 A1085 29000 11154 .3 .65 .49 50 1.4 65 1.3 Joint Coordinates and Temperatures Label X 1 Ni 0 0 . , 0 • •.•••eldr , , 0 ...1.1.1 i I • •••1I• ... 2,57:5701-3.4.='. ;.N2W.%.-i=1;:!';;i;`,... S7;i12:5'.,:.-'.020a4:,i,..Z1f.ZWA,:il,t-,.:::Z;fi ,, .. _ .,_ !ii:i:I''::?,;:,:ett7,70112fU „,.. . iif.::.=,.=.Reaction:IA 3 N3 0 0 3 0 '*i-Mi,,I-V*.Noner7-qig ' -':317P0144A!rilifl,' ':, '''--. '.7';'. - 20.11A,A,i.-:;.:1':'9i.:A:', i'l.-:ii -.1 iltgtia .fi..7,1:::Ii?ia:'?4,?:10'M':'i-41.-... qt4=If:V.-q4=';'.4i‘r..i.2, 5 N5 0 7.5 3 0 6P"P,,„,,,: = 'N70i:'gk;,:';`.,:,;i71,71P-1:C=ii=% N5 ,;;Ji...;,'. '''..t;',::-',',.!:12.5',;':.;t1i9=`!,:i'e,.*:::41:::',-*=,:',;3,:i-v:1"::',:' ,.4i=3;::11,'.;;,=-.-1;W--tli'A:.:;-,.'?-.-!II....;i.:t Typical 7 N11 0 10 3 0 ..',,rtSiffigillgt Joint Boundary Conditions Joint Label X An 1 Ni., Reaction Reaction . Reaction - - • ---..,. ..........•.,.. . • ...,....•• • •.• • ...a, Reaction. r. • ••••,....1% ••••••Cnal • ....”.1.11, ,,.. 21E.NiigaiNzigkik4ReactionNi;JReaction,f,N=. ,, .. _ .,_ .... „,.. . iif.::.=,.=.Reaction:IA .... ..... ........ ':'!:::;f:IF:49k.Et.c25.:PE= .. Iiill Reaction StoatVa.=IZscWZg:ii.Vg:A.Z ..... .... .., . ,, 3 N3 '*i-Mi,,I-V*.Noner7-qig F1554x4x6W: cow ...„ -41 := :<, ==',' !:.T Tube i-f.A.-"VA500 GrB Rect: qt4=If:V.-q4=';'.4i‘r..i.2, 3 Iliellygr9.MSit=01k.04.,.t.:TyMiltipb:...!qiiiStar?..! B1 N3 N4 HSS6x4x6 5 N5 Tube A500 Gr.B Rect Typical 6- N7 ..',,rtSiffigillgt :giit=4:t:.... titiigt.r8.K,:aa.k'ia',Ra:::'=ii=EiIgtjgkaie-150!.;V.S-tiAat=t 7 N11 Member Primary Data Label I Joint 1 Cl 00000X N1 N3 ---,....• .. —---.--, _ .__ HSS4x4x6 ...__ coiu... a•eran.••••••• ___. ....... Tube 2•'',:!=N.,t,':::=2:i.C2'-'1,,===g00000Xrk'-':'1i..''':-..,:,-::...,..',42.'' A500 Gr.B Rect Typical 2 C2 '.'. -,..:;-;.?,V:;C2;,--- ‘:-...':,V..-:., 2]:!4'', ''''':, .7 N :::, -',: ''',.. '*i-Mi,,I-V*.Noner7-qig F1554x4x6W: cow ...„ -41 := :<, ==',' !:.T Tube i-f.A.-"VA500 GrB Rect: 'Typica r 3 B1 B1 N3 N4 HSS6x4x6 Beam Tube A500 Gr.B Rect Typical Member Advanced Data Label I Release J Rel e 1 C1 00000X HSS4x4x6 . . ---,....• .. —---.--, . •••,..........• Yes • ..••••• a•eran.••••••• ••••./11•WII1 all, 1./...11)§, I .. None 2•'',:!=N.,t,':::=2:i.C2'-'1,,===g00000Xrk'-':'1i..''':-..,:,-::...,..',42.'' vs,/ 1 1.411,01.14J11 Lateral :;;'. • ''. ''::.:'N;'..&:.V.=•=1,'i'fg:',:;_-:-.:.::.1.'.,.-,,i-gq.=;.`,.. 2]:!4'', - ' •=i'i:.Yes kgs' -'1= :::, -',: ''',.. '*i-Mi,,I-V*.Noner7-qig ''...''':-LbYY`:';',E:,'== 3 B1 ,,, , .4.1:44: !:,:'':>7 ,.14erpri', 3 Yes B1 HSS6x4x6 None Hot Rolled Steel Design Parameters Label 1 Cl HSS4x4x6 3 „_ _.• ---,._, ..- •..., ...,.....• Lbyy ....••••••• • I, .....,..., = •••••• mm... a ,j j .N.fa vs,/ 1 1.411,01.14J11 Lateral :;;'. • ''. 'i';:-, ; 2]:!4'', HSS4x4x613:i.4!'i::;.;2.=7-2i:-= ;:r,,iiir. .;:i:;;::::::'i,i,i,:-'=:,.' ''...''':-LbYY`:';',E:,'== li=?,',V?,-ife=‘;=-,,=,...-..].y.=,-,,,,!= ,-., .,,- ,,, , .4.1:44: !:,:'':>7 ,.14erpri', 3 B1 HSS6x4x6 20 Lbyy Lateral RISA -3D Version 13.0.0 [PA...1...\...1...1...1...\...1150731 S 160223 Duct Supports3d] 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 2 Page 26 CEI Duct Support : Joint Loads and Enforced Displacements (BLC 2 : DEAD) Joint Label L,D,M 1 N11 L Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k*... Z -.815 Joint Loads and Enforced Displacements (BLC 3 : Wh) Joint Label .f<� fin i� rk*a^* 1 SELF WEIGHT N5 N5 L L Y ..-_ ____„ . „2„.5 ,, ... , . , ... 2 � 4x.£'"^� �N,7 �{ �.�h� ?.,. ,. - Lam �r Y fu l .%�. r... -?, 3 - D" ..,,' 4 N5 pi, L . Z -1.67 '''" , :.;J.;:' , I ,. .: .. 5 L ..t, RLL Joint Loads and Enforced Displacements (BLC 4 : Wv) Joint Label -f11 fin rxl \ ! Ir*cA71ft 4* 1 SELF WEIGHT N5 L - - Z - r --... ,,, , ,., yr ... '2,•,..,'" .... _ � . tV7 � ' 'y=_ . _... CL a -,, rr �-Z .n Wh i'45.."$.,'" -',1,-:`263''"<f" ,1gf0.F Member Point Loads Member Label Direction Magnitude[k,k-ft] Location[tt,%1 No Data to Print ... Member Distributed Loads Member Label Direction Start Magnitude[ b/ft,F] End Magnitudeflb/R,F] Start Location[ft..End Location[ft,... No Data to Print ... Basic Load Cases BLC Description C 1 SELF WEIGHT DL -1 ax 3 Wh WL 2 - - D" ..,,' 4 : Y ` pi, 1 . y '''" , :.;J.;:' , I t, r: 5 ROOF LIVE RLL 3 3 D+S Yes 6, :SNOW..:... , SE-,.;: , SL 1 'ii --044-'..i. s _ , _ / Load Combinations Description Solve PD.. SR... B... Fa... BLC Fa.. 1 SERVICE 2 - - D" ..,,' Yes : Y ` pi, 1 . y '''" , :.;J.;:' . = .e- 3 3 D+S Yes Y DL 1 SL 1 s .•' D+0 6W Yes : Y. , DL 1; WL . #4,'!-:.:4•Z . ', ., , , - 5 D+0.45W+0.75S Yes Y DL 1 WL .45 SL .75 6 :0 6D+0.6W ; F -Yes' Y .:t,-7:‘ DL' .!;i6.,,. WL s',:;6, ,I, u : ..: .. . f 7 STRENGTH 8 , . 1;4D... "Yes w Y 01/41 ' > . ry ,> 9 1.2D+0.5S Yes Y DL 1.2 SL .5 10. , -'1,4 ,..' 8S+0.5W Yes -.Y. DL 1 2-. Sr;1.6 w 4i'L'` 5 . ,... `, '' '' 4 '4Y � k 11 1.2D+1.OW+0.5S Yes Y DL 1.2 WL 1 SL .5 12 " 90+I.0W . Yes Y. _, DL ..,, WL , 1 F ;; x �_ :... :' RISA -3D Version 13.0.0 [P:\...\...\...\...\...1...\...\150731 S 160223 Duct Support.r3d] 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 3 Page 27 CEI Duct Support : Envelope RISC 14111(360-10): LRFD Steel Code Checks Mem... Shape Code Check Loc[ft] LC Shear Ch.. Loc[ftj Dir LC phi*P ohi*Pr>t phi*Mn y phi* 1 Cl HSS4x4x6 742 3 12 106 0 y 12 190.0...197.892 22.046 2.2046 1.6...H1 -1b :02 HS r4�€ ir6 4 3 i y£ ,h& 18( N 19789 �Jy [y�46,R 2 1k F i1b 3 B1 HSS6x4x6 .405 0 12 .033 7.5 y 12 58.439 255.852 30.843 41.055 1.8.. Hi -lb RISA -3D Version 13.0.0 [P:1...\...\...\...1...1..\...\150731 S 160223 Duct Support.r3d] 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 4 Page 28 tro t 1/4Jf°1) - ' P 2,61424_ P -4,4A? Per. 141=5 1 Y, 200 Sell061..•7 4t/ ---P- W atr+k) 1, 7, 5- *A.., eripv.--ek...._ (ti, '4/ - ezio y"n�ly (4-5'S r f, C'7&- r- 2, /(z {LStu- - l.PA c-4. , 5X6 %)4$ 444 etta 4 c*I, k. to.'rn)C a Zao.-) A COFFMAN N G I N E E R S 0328/ 16 P /Q-0/ ( j r location by Are date 2/07 sheet no. client 5ele.1VJ" checked 14 01 UPCRADE HICH BAY HVAC date jobb no. ��yy jj Pagp.99 SEA-BI209 /1'7"" _1 poet 4/17- f ACOFFMAN N G I N E E R S 0.1[8/16 41-4 Protect location 5a N N /�,..04 Ste. A 4. /1w P1‘.0 t 4 g1.-- .vt 7-2-3 b}at J *4.44- nom..... iZ1.)�...c... 1/1 ,P,ein fr. 2rt-/, 4C %CI. '32)01) .W4"2k/,- r 0 >4 ark,. h_F i)e-40)G. 5:1.)c $' (44r by Ar— date .V(7/(6 sheet no. client 3 14 -fl UPGRADE HIGH -BAY HVAC checked date Page job no. L --"r" l�f i o,•s. ACOFFMAN APT I N E E R S mect $? ..0 / 41144e, Opw of by location 11 01 UPGRADE HIGH QAY b /ter checked date Page sheet no. job no. /6-073i 31 SEA -819n4 ‘,9a,,.is�-- G� /3 !ta7-r0 r �� 14P. 6.6 A. 2% /. cryg5 4/s‘-.` 65° --.D c�;5 : 3/. leg 4.240. 2-505) Q elk sPgf LIA= kits - 1 ea.. = 0.TPwr /60* ACOFFMAN N G I N E E R S 03/2R/1 R location k1 vkc /eyratio by ,ez date van sheet no. client VC checked 14-01 IIPGRADE HIGH -BAY HVAC date Page job no. /73/ 22 SEA•81204 1)9(c*- c.1;47 yus Lam". - cQ r�� elPh( L Io >� A ,ll r,07 9 u ID' Nfs Vkr c. G 11 p,„; j4 *— - S c-) (i') )11.e6(a64Vc..r) , 44404.- use - 1Q -use— .Pkoo (tea int. ..far) 4c�v%35—Taft. /4-epe---,4)/(opiAt .2` 32z) T-0 (66)4 Alf ,t_i & 04 "' (0,1)z/frole) 135'7 clot . nr DVS- P / Oers-nnir. 6,1014 NGI �COFFMANRSNEE 03/28/16 project A. —0 .1 t/ ,/ e4 by location dae2/ fblf6 sheet no. 14.411 I IPrPAIIF 1 -110.H -RAV HVAC checked date Page job no. ISIh3/ 33 •M�J X17419 Pd`rh"`55 Z s- Sa -r Yz." 0-r5--Ad1 ss, ) t ��1" R7 Seek-e.t.,` -41445 f � J! d6 7 Palos- ;P24(D 35 ACOFFMAN NGINEERS 03/28/16 project I'-bi il4 0e, location bY A date /0/4 sheet no. diets e checked 1A_01 UP(41:1AnF HIrH-RAY HVAC: date Pape Job no. rs**P3 34 SEA -81204 4t1' l �fz :4Ns+�`+�� As 40--- `' 0, 24, Ora S 10,13 451 6'1)(0.0 "..) e). X730- F= 3 3 - *"15-- 52' k5" c-* 46r;— 4 sr344., es,.. ACOFFMAN N G I N E E R S AR/2R/1 R project / f -o/ 44J4 1 4t s b location date g/17/14 sheet no. client !/ 14.-fl1 t1P(RAf1F HIGH -RAV HVAl checked date Pao,. job no. SEA -131204 .P 1-1"4P,'"t fr - 50topo X0.)5. it Pfp. 2g.6erle cafigis (42.3,crifj 4-55v,"__ [2: i"if6 (e,.., - o4- ass ti - �d D= � 2`(21.6p14' •- 2rRel.ci '* 40` 50,1'Sr-it Coma),,, ,yp.(.o 'p 112,5" , ;. 505 r I. Ce)?:, A.6v' 2 46 tc`oY0t40Civ 1:54(ft2) (4`Z‘7 AC D. lbs t4 34 4 i (. 240, 2 s ,O o.25pc (.2e ACOFFMAN N G I N E E R S uarrun 6 project Agog veing•Ies location by At date.*i 7IX tre'ovi 4'-t „c 1. 6.2 1 0 0 0 0 0 0 0 0 0 (E)(2A3 (E)r03 0 11 (3 CEI AC 150731 Pump Room Framing SK -1 Mar 28, 2016 at 8:33 AM 170731 S 160315 PIPE SUPPORT ... Page 1 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 37 CEI Pump Room Framing : Hot Rolled Steel Properties Label E Iksil G fks Nu Therm (11E5 F Densitvfk/ft^31 Yieldfksi R Fufksi Rt 1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 2: A36 Gr.36 29000 11154 .3 .65. .49, 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4, A500 Gr.B RND 29000 11154 .3 .65: .527 42 1.4 58. 1.3 5 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 .3, .65; .49 35. 1.6 60 1.2 7 A1085 29000 11154 .3 .65 .49 50 1.4 65 1.3 Joint Coordinates and Temperatures Label X Fiin Yfin Z Iin Tema FFl Detach From 1 N5 0 00 0 2 N28 36.625 0 0 0 3 N13 63.125 0 0 0 4 N18 152.875 0 0 0 5 N11 176.875 0 00 6 N6' 240 0 0 i. 0 ... .......... . 7 N69 63.125 9 0 0 8 N93 152.875 9 9 N65 36.625 25 0 i 0 10 N20 63.125. 36 0 0 11 N97 72 36 0 0 12 N23 99.125 36 0 0. 13 N89 118 36 0 0 14 N85, 132 36 0 0 15 N19 152.875 36 0 0 16 N21: 176.875, 36 0 0 17 N73 99.125 51 0 0 18 N81 ` 176.875 51 0 0 19 N7 0 63 0 0 20 N61 15 63 0 0 21 N27 36.625 63 0 0 22 N8 63.125 63 0 0 23 N77 176.87571 0 ' 0 24 N57 63.125 96.5 0 1 0 25 N9 0 117 0 0 26 N25 15 117 0 1 0 27 N14 63.125 117 0 0 28 N22 99.125 117 0 0 29N12 176.875 117 0 0 30' N10, 240 117, 0 0 31 N53 132 117 0 0 32 N26, 15 195 0 0 33 N29 69 195 0 0 34 N49' 132 195 0 j 0 35 N37 69 207 0 0 36 N411 15 216 0 0 37 N15 0 243 0 0 38N24 39 15 243 0 0 -��� N30 69 243 0 0 40 N17, 132 243 0, i 0. 41 N16 240 243 0 I 0 RISA -3D Version 13.0.0 [P:\...\...\...\...\...\...\...\170731 S 160315 PIPE SUPPORT @ PUMP ROOM.r3d] age 2 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 38 CEI Pump Room Framing : Joint Coordinates and Temperatures (Continued) 42 Label N42 Xfin] 117.5 Y [n] 195 ZJin] Temp [F] Detach From 0 0 Joint Boundary Conditions Joint Label X /in Y /in Z fk/in X Rot.lk-ft/mdl Y Rot.lk-ft/radl Z Rot.lk-f/rad Footin 1 N6 Reaction Reaction Reaction Reaction Reaction Reaction Wide Flange Wide Flange 2 N10 Reaction Reaction Reaction Reaction Reaction Reaction 3 N16 Reaction Reaction Reaction Reaction Reaction Reaction B14x4x17.2 AS.. 4 N5 Reaction Reaction Reaction Reaction Reaction Reaction ........... 5 N7 Reaction Reaction Reaction Reaction Reaction Reaction N13 6 N9 Reaction Reaction Reaction Reaction Reaction Reaction 6 7 N15 Reaction Reaction Reaction Reaction Reaction Reaction A992 Member Primary Data Label I Joint J Joint K Joint Rotate... Section/Shape T Design List Material Design 1 M4 N5 N6 B14x4x17.2 AS... Beam Wide Flange Wide Flange A36 Gr.36 A36 Gr.36 apical Typical 2 M5 N7 N8 B14x4x17.2 AS... Beam 3 M6 N9 N10 BenPIN BenPIN B14x4x17.2 AS.. Beam Wide Flange A36 Gr.36 Typical 4 M7 N11 N12 BenPIN B12x4x16.5AS.. Beam Wide Flange A36 Gr.36 Typical 5 M8 N13 N14 B12x4x16.5 AS.. Beam Wide Flange A36 Gr.36 Typical 6 M9 _N15 N16 W14x22 Beam Wide Flange A992 Typical 7 M10 N17 N53 Yes W8x15 Beam Wide Flange A992 Typical 8 M11 N18 N19 Yes W8x15 Beam Wide Flange A992 Typical 9 M12 N20 N21 W8x15 Beam Wide Flange A992 Typical 10 M13 N22 N23 None W8x15 Beam Wide Flange Wide Flange A992 A992 Typical Typical 11 M14 N24 N25 None 12 W8x15 Beam 12 M15 N26 N49 W8x15 Beam Wide Flange A992 Typical 13 M16 N27 N28 W8x15 Beam Wide Flange A992 Typical 14 M17 N29 N30 None W8x15 Beam Wide Flange A992 Typical Member Advanced Data Label I Release J Release I Offset in J Offset in T/C Only Physical TOM Inactive Seismic Design ... 1 M4 BenPIN BenPIN Yes None 2 M5 BenPIN BenPIN Yes None 3 M6 BenPIN BenPIN Yes None 4 M7 ; BenPIN BenPIN Yes None 5 M8 BenPIN BenPIN Yes None 6 M9 BenPIN BenPIN Yes None 7 M10 BenPIN BenPIN Yes None 8 M11 BenPIN BenPIN Yes None 9 M12 BenPIN BenPIN Yes None 10 M13 BenPIN BenPIN ; Yes None 11 M14 BenPIN BenPIN I Yes None 12 M15 BenPIN BenPIN Yes None 13 M16 BenPIN BenPIN Yes None 14 M17 BenPIN BenPIN Yes None RISA -3D Version 13.0.0 [P:\...\...\...\...\...\...\...\170731 S 160315 PIPE SUPPORT @ PUMP ROOM.r3c9age 3 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 39 CEI Pump Room Framing : Hot Rolled Steel Design Parameters Label Shaoe Lenathlinl Lbwfin Lbafinl Lcomo toDFinlLcomD bot in L-torau... K Kzz Cb Function 1 M4 B14x4x17.2..! 240 Segment -605 Lbyy N69 L Z -605 Lateral 2 M5 B14x4x17.2..1I 63.125 Segment 4 Lbyy ( L Z -605 5 Lateral 3 M6 B14x4x17.2..i 240 Segment N89 Lbyy Z -605 7 N85 L Lateral 4 M7 B12x4x16.5... 117 Segment -605 Lbyy N81 L Z -605 10 Lateral. 5 M8 B12x4x16.5... 117 Segment L Lbyy -605 12 N53 L Z Lateral 6 M9 W14x22 240 Segment 14 Lbyy L Z -605 15 N41 Lateral: 7 M10 W8x15 126 Segment Z Lbyy 17 N42 L Z -605 Lateral 8 M11 W8x15 36 113.75 Segment Segment Lbyy Lbyy Lateral Lateral 9 M12 W8x15 10 M13 W8x15 ! 81 Segment Lbyy Lateral 11 M14 W8x15 126 Segment Lbyy I Lateral 12 M15 W8x15 117 Segment Lbyy Lateral 13 M16 W8x15 63 Segment Lbyy Lbyy Lateral Lateral 14 M17 W8x15 48 Segment Joint Loads and Enforced Displacements (BLC 2 : MEP) Joint Label L.D.M Direction Marinitudel(lb.k-ft). in rad (Ib*s"2/in. I.. 1 N65 L Z -605 2 N69 L Z -605 3 N97 L Z -605 4 N61 L Z -605 5 N93 L Z -605 6 N89 L Z -605 7 N85 L Z -605 8 N73 L Z -605 9 N81 L Z -605 10 N77 L Z -605 11 N57 L Z -605 12 N53 L Z -605 13 N49 L Z -605 14 N30 L Z -605 15 N41 L Z -605 16 N37 L Z -605 17 N42 L Z -605 Joint Loads and Enforced Displacements (BLC 3 : Ex) Joint Label L.D.M Direction Maanitude((lb.k-ft), (in,rad ), (lb*s" 1 N65 L X 344 2 N69 L X 344 3 N97 L X 344 4 N61 L X 344 5 N93 L X 344 6 N89 L X 344 7 N85 L X 344 8 N73 L X 344 9 N81 L X 344 10 N77 L X 344 11 N57 L X 344 12 N53 L X 344 13 N49 L X 344 14 N30 L X 344 RISA -3D Version 13.0.0 [P:\...\...\...\...\...\...\...\170731 S 160315 PIPE SUPPORT @ PUMP ROOM.r3c9age 4 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 40 CEI Pump Room Framing : Joint Loads and Enforced Displacements (BLC 3 : Ex) (Continued) Joint Label L.D.M Direction Magnitude(Ob.k-ft). in rad (Ib*s^2/in. I... 15 N41 L X 344 16 N37 L X 344 17 N42 L X 344 Joint Loads and Enforced Displacements (BLC 4 : Ey) Joint Label L.D.M Direction Magnituderpb.k-ft). in rad (Ib*s^2/in. I... 1 N65 L Y 344 2 N69 L Y 344 3 N97 L Y 344 4 N61 L Y 344 5 N93 L Y 344 6 N89 L Y 344 7 N85 L Y 344 8 N73 L Y 344 9N81 L Y 344 10 N77 L Y 344 11 N57 L Y 344 12 N53 L Y 344 13 N49 L Y 344 14 N30 L Y 344 15 N41 L Y 344 16 N37 L Y 344 17 N42 L Y 344 Basic Load Cases BLC Description Cate X G.. Y G.. Z G... Joint Point Distributed Area (Memb...Sur 1 SELF WEIGHT DL Y 65 -1 .062 0 y 9 72818.. 163620 2 MEP DL -1b 2 M5 17 .288 36.823 9 .018 3 Ex ELX SELF WEIGHT Yes Y 17 1 1 M6 B14x4x17.. 4 Ey ELY .059 0 1 y 9 17 163620 5.724 65.993 1.1...H1 Load Combinations Description Solve PD.. SR... B... Fa... BLC Fa... BLC Fa... BLC Fa... BLC Fa... B... Fa... B... Fa... B... Fa... B... Fa.. 1 SERVICE 614x4x17... Y 65 9 .062 0 y 9 72818.. 163620 5.724 49.195 1.0...H1 -1b 2 M5 B14x4x17... .288 36.823 9 .018 0 z 9 2 SELF WEIGHT Yes Y 1.1...H1 1 1 M6 B14x4x17.. .877 65 9 .059 0 1 y 9 12669.. 163620 5.724 65.993 1.1...H1 -1b 4 M7 B12x4x16... 3 D Yes Y 0 ' y DL 1 157464 6.026 I 1.22 H1-1 b 4 1.2D+0.7Ey Yes Y DL 1.2 ELX .7 5 1.2D+0.7Ey Yes Y DL 1.2 ELY .7 6 STRENGTH Y 7 1.40 Yes Y DL 1.4 8 1.4D+1.0Ex Yes Y DL 1.4 ELX 1 9 1.4D+1.0Ey Yes Y DL 1.4 ELY 1 Envelope RISC 14th(360-10): LRFD Steel Code Checks Mem... Shape Code Check Loc in LC Shear Ch...Locrinl Dir LC phi*P... phi*Pnt..ohi*Mn 1 M4 614x4x17... .931 65 9 .062 0 y 9 72818.. 163620 5.724 49.195 1.0...H1 -1b 2 M5 B14x4x17... .288 36.823 9 .018 0 z 9 13193.. 163620 5.724 65.993 1.1...H1 -1b 3 M6 B14x4x17.. .877 65 9 .059 0 1 y 9 12669.. 163620 5.724 65.993 1.1...H1 -1b 4 M7 B12x4x16... .237 70.688 8 .033 0 ' y 7 14337.. 157464 6.026 54.477 1.22 H1-1 b RISA -3D Version 13.0.0 [P:\...\...\...\...\...\...\...\170731 S 160315 PIPE SUPPORT @ PUMP ROOM.r3d3age 5 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 41 Z4 °6ed OVAH AV8-HDIH 30V1:1Odf1 10-41. 94/89/E0 gl-I.H "E"1. 1.9 £60'01. 008661 ""1L961 6 A 0 £1.0' 8 Z6 6£0' S1.X8M L1.1A1 bI- 91.-1.1-1 q1 -1H ""E"t 1.9 £ 1.0'01. 008661 ""9Z881 6 A 1.1.0' 8 £90'9£ 990' S 1.X8M 91. W £ 1. gl-PA"""Z"1 1.9 £60'01. 008661. "9£1.g1 L A LH. 1.Z0- 6 9M£9 81.17' S1.X9M 91.W ZI. g1. -1.H ""Z"l 1.9 £1.0'01. 008661 ""Sb6L1 6 A 0 ZZ0' 8 SZ'L17 1.61.' SIX9M PM 1.1. q1. -1H"""£1 1.9 £60'01. 009661 ""L61£1. L A 1.9 £1.0' 8 £1.9'99 £90' 96X8M £1.W 01. c11-1.1-1- VI. 1.9 E1.0 01. 008661 ""40E81 6 A 0 L£0' 6 69'99 L617' S 1.X8M Z 1.1J 6 q1.-IAA'""E"l 1.9 £1.0'01. 008661 ""90861 8 A 0 Z1.0' 9 6 6Z0' 91.X9M 1.1.W 9 q1-LH'"'£"l 1.9 £1.0'01. 008661 «961.1.1. 6 A 0 EZ0' 9 £99'817 LIZ' S1.X9M 01.W L g1 -1-1-1 ""1."l £l4"ZOl Z917'91. 090Z6Z ""o81E1. 6 z 0 Z£0' 6 97£1. 669' ZZX171.M 601 9 g1 -1.H ""Z"1. LL1717S 920'9 t94LS1 ""11041 L A 0 L170' 8 1717£'9£ £1.17' -91XbxZ19 81A1 S u q0 ... utAIALI ..n uW}id.!4a 01 J10 1u!J001-110 Jea4S 01 u! 001 5100110 ePOO aaegs ""wenn) (panuijuo3) s43940 9po3 Pan Gd I7 :(01,-0901,171. DSIV ado,anu3 : 6u1weud wood{ dwnd 130 576 L4) 74.4 .3 ot.i' Pree/� Cootov =31k_ V,�2L Garao§ pia- f -.ThA qv L7 VS = F?, 5 444e -e, r..? e A . 1 11 774 1ts. 771_ 664- t494(*)C ,) Iela,�S ACOFFMAN N G I N E E R S 03/20/1C project /* 1:2 ( /- ' apf 4S location by date 1/41/4 sheet no. diem lt./ checked 11 01 UPGRADE HIGH BAY HVAC date Para job no. L.4 SEA -81204 C1) to writ z2 D)=13.'7" 4 F .o. 33s C,,234)" rwsawK 5;•• f.a 2 P = 6-pv, Ars,4 (4"1rs/s.) Got/` dam- t 541— 4.4044t.drs) ACRFFMANNEERS 03/2d/ 18 project `/ ' ©f Mike 'e location by date 3/Zr/4 sheet no. client /?8l> checked 14 01 UPCRADE-HIGH-BAY HVAC date PADA job no. / 57,3 44 SEA.81204 Concentrated Force Analysis (AISC 360-10 Chapter J) Configuration dine := 20ft Distance to member end cf_restraint :_ "restrained" Compression flange restraint (restrained/unrestrained) lb := 5in Lb := 20ft Mu := 50kip•ft Length of bearing Largest laterally unbraced length on either flange Required flexural strength at point of load application Material Properties E:= 29000ksi Young's modulus F3,µ := 36ksi Web yield stress F3 f := 36ksi Flange yield stress Section Properties d:= 12.19in bf := 10.014in tµ, := 0.359in tf := 0.641in k:= 1.25in Sx := 78.1 in3 h:= d — 2•tf = 10.908•in Project: 14-01 HVAC UPGRADE Job: 150731 W12X58 CONCENT TED FORCE Sheet: 1 of 3 ANALY S By: AC Date: 3/21/2016 Checked: EO Date: 3/21/2016 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 45 Flange Local Bending cp := 0.9 Rn := 6.25•Fyf•tf2 2.6.25•Fyf•tf2 if dme < 10•tf ppRn := 1 (pan = 83.203 kip "NA" if lb < 0.15•bf = 92.448 -kip Web Local Yielding �p := 1.00 Rn := Fyw tw (5•k + lb) if dme > d = 145.395 -kip FyN tw (2.5•k + lb) if d >_ dme tp•Rn = 145.395 -kip Web Local Crippling �P := 0.75 Rn := 0.40•tw2. 1 0.40•tw2. 1 0.80•tw2- 1 tp•Rn = 84.665 -kip ib tw 1.5 E.F w tf lb +3 —— y if -55.0.2 d tf tµ, d (4lb l tw 1.5 E.F wtf lb +I a -0.2J• t if 0.2< a <0.5 tf w 1b tw 1.5 E•F �tf 1b 3 y •0.9 if 0.555-- d tf tom, d = 112.887 -kip Project: 14-01 HVAC UPGRADE W12X58 CONCENTRATED FORCE Job: 150731 ANALYSIS Sheet: 2 of 3 By: AC Date: 3/21/2016 Checked: EO Date: 3/21/2016 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 46 Web Sidesway Buckling (p:= 0.85 My := Fyw SX = 234.3•kip•ft Cr := 960000ksi if Mu < My = 9.6 x 105•ksi 480000ksi if Mu z My Restrained configuration Cr tw+3tf h•bf Rn WSBr1 + 0.4• = 434.329•kip h2 tw Lb Unrestrained configuration Cr tw3tf h•bf 3 0.4• = 195.04 -kip Rn WSBur h2 tw%Lb ppRn := P'Rn WSBr if cf restraint = "restrained" = 369.179•kip 4'Rn WSBr if cf restraint = "restrained" h•bf "NA" if > 2.3 tw' Lb Project: 14-01 HVAC UPGRADE W12X58 CONCENTRATED FORCE Job: 150731 ANALYSIS Sheet: 3 of 3 By: AC Date: 3/21/2016 Checked: EO Date: 3/21/2016 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 47 s I • Concentrated Force Analysis (AISC 360-10 Chapter J) Configuration dme := 5in Distance to member end cf restraint := "unrestrained" Compression flange restraint (restrained/unrestrained) lb := 10in Lb := 20ft Mu := 20kip• ft Length of bearing Largest laterally unbraced length on either flange Required flexural strength at point of load application Material Properties E := 29000ksi Young's modulus FyW .= 50ksi Web yield stress Fy f := 50ksi Flange yield stress Section Properties d := 13.7in bf := 5in tN, := 0.230in tf := 0.335in k:= 0.735in SX := 29in3 h:=d-2•tf=13.03•in Project: 14-01 HVAC UPGRADE 14X22 C CENTRATED FORCE Sheet: 1 of 3 Job: 150731 ANALYSIS By: AC Date: 3/21/2016 Checked: EO Date: 3/21/2016 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 48 I • Flange Local Bending cp := 0.9 Rn := 6.25•Fyftf2 !•6.25•Fyftf2 if dme < 10•tf = 35.07 -kip (.pRn := (4). Rn = 31.563 -kip "NA" if 1b <0.15•bf Web Local Yielding cp := 1.00 Rn := 1 Fye try (5 k + 1b) if dme > d = 136.131 -kip FyN tw (2.5•k + lb) if d >- dme cp•Rn = 136.131 -kip Web Local Crippling cp := 0.75 Rn := 0.40•tw2- 1 0.40•tw2. 1 0.80•tw2.1 4D -Rn = 93.229 -kip 161 tw 1.5 E•F wtf lb +3.(dJ t t if _<0.2 f w • (4 lb t w)1.5 E• F tf lb + I a -tf C1 0.2JIy if 0.2< a <0.5 lb tw 1.5 E•F wtf lb + 3.(111.(t11.5 — — y 0.9 if 0.55— d tf tom, d = 124.305 -kip Project: 14-01 HVAC UPGRADE W14X22 CONCENTRATED FORCE Job: 150731 ANALYSIS Sheet: 2 of 3 By: AC Date: 3/21/2016 Checked: EO Date: 3/21/2016 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 49 Web Sidesway Buckling .p:= 0.85 My := Fyw;SX= 120.833•kip•ft Cr := 1 960000ksi if Mu < MY = 9.6 x 105•ksi 480000ksi if M >— M u , Restrained configuration Crtw3tf h•bf 3 Rn WSBr 1 + 0.41—)1= 38.203 kip h2 tw'Lb Unrestrained configuration Crtw3tf h•bf 3 0.4• h2 tw'Lb Rn WSBur = 15.156.kip ppRn := `p'Rn WSBr P'Rn WSBr if of restraint = "restrained" = 369.179.kip if cf restraint = "restrained" h•bf "NA" if > 2.3 tw Lb Project: 14-01 HVAC UPGRADE W14X22 CONCENTRATED FORCE Job: 150731 ANALYSIS Sheet: 3 of 3 By: AC Date: 3/21/2016 Checked: EO Date: 3/21/2016 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 50 Appendix 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 51 TOP CHORD ROOF FRAMING PLAN PER 114-001-1001-S2 AHU-16 PLATFORM 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 52 TOP CHORD ROOF FRAMING PLAN PER 114-001-1001-S2 PUMP ROOM PIPE SUPPORT FRAMING ro 03/28/16 14-01 UPGRADE HIGH -BAY HVAC migemrsame .moss Page 53 TRUSS SCHEDULE PER 114-001-1001-S8 rR 1,1s5 "HED LL E 0.) r -E /0N J CQMPQ(SS/ON MEMBER —TRuss �a r-- REMARKS FORCE 5/ZE t RCE SIZE c 0 0 - 355 r2 way -268 r CMORD +357 :rxW`5a 1'.27t r2 r a I -2 #180 10 29 /a � .3 P -/0/ 8 26 _ 6 6 20 3 #/4$ 8 W E4 rr0 6 20 4-5 -�6 6 0 4511 6 r55 576 #85 6lir r *6 /2 6-7 -49 6 roc r5 5 _ 37 6 tip /5 5 s-8 _ '50 +l aw :37 +6Qi2 ND MIAC?IOW r/ . Nb Cl NN 8- j # A 490 N f .9t. irf 6 � A // PI�Jt TI 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 54 (E) AHU PLATFORM PER 114-001-1052-S2 0 WB'■T NEW UNIT FOOTPRINT FOR SC1PPLEMENTAR`? LOF 'SUPPOPI' STEFa_. AT PENN RATLONS CATs COL. Lt14 b, SFE DETAIL. 0 geN w,a Vb - WB 1O I52 111' 2 (TNT.) _ t L.4••4 ‘ 'b ( earTOM ;LANNGE. -pm)' I rJ- . -..s..)* GRAT1t4G t n",(!'io $EAR1NG B. sQ - WbRt0 (nip - D•lOiTYP) Wbi3b _ t I" O/ Ewa:4HG $AR AT CJTS1DE - EDGE ONLY. ATTACH vd►zti STANoArto CLIPS O Q j - CCD e--> o 07A-6 3 60vE.12.Siu2 RsA-t.2 *,• avts. wT - 341.4 - L-4►4.3' (7bF 1-t.. . *„ x U: a FLANGE TYR)- ' .,` , o -o RANORAIL 4 TIDE F (TYPO Q A • 4. C411p.-LE1• �9 WgV ft WATER PtP ANG 1 :,‘ F17R A1+W - It, RELOCATE TI=0 FRO 4 AD usT R. NT _ 'A. uooER `�4 ON P. ao i W6110 % ] II! _ UNIT 20 ONLY e). 4:4 9415 FOP 470 1 N 1T - FOR SUPPLEMENTARN RooF 6.1 PPOR1 SIL. FOR PENETRATI " ora C04.. LIME. C-, SES NAIL (2 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 55 EXISTING GUARDRAIL @ ROOF AND AHU PLATFORM PER 114-001-1052-S2 Pe x,E - -5 Rola Ora* 4 Ste. 4a PAPE RAA 14. 4 SC44. 40 PIPE POSTS * 8'•0' Meat. !/ 4 TOE ! (CONT) GRTG NOTCH GRTG • OCR, POSTS DETAIL 1'-0. sem,s2 SECT! ON 03/28/16 14-01 UPGRADE HIGH -BAY HVAC ECT�c7 ( 1 vz" it o' sz sz Page 56 EXISTING PUMP ROOM FRAMING BTM TRUSS CHORD PER 114-001-1001-S15 03/28/16 ff, OUTLINZ-31 - Of AN4I hl SC72 II I «a 4ft •*. t,34 LI k II wee „ma—f•14.4a 01,/r4MIt OP CATWALK EX15 riNG s rfra 7-1 PLAN 14-01 UPGRADE HIGH -BAY HVAC Page 57 EXISTING PUMP ROOM FRAMING DETAILS @ BTM TRUSS CHORD PER 114-001-1001-S15 reO { wry'. e. l8, rt:r r Qu Cat, G < r9 art j_ ara "IPA A/We CM. lir s� CONN. && A S 7.M LI - A -307 &OLTs fVP) imrett r3 I 6ti4tr,et OP i r OVr it t'17K 1 AMp rocs V.Are- I. sc 7 SE Cr 10 171 ! F+my+4 eDS r cronRo Or rmAss SECTION sr�lf +L+ -a /6-s 03/28/16 14-01 UPGRADE HIGH -BAY HVAC Page 58 10/3/2016 City of Tukwila Department of Community Development JOHN S MURDOCH PO BOX 3707 MC 46-88 SEATTLE, WA 98124 RE: Permit No. D16-0108 THE BOEING COMPANY - #14-01 8701 EAST MARGINAL WAY S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/16/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/16/2016, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Bill Rambo Permit Technician File No: D16-0108 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0108 DATE: 05/03/16 PROJECT NAME: BOEING - #14-01 SITE ADDRESS: 8701 EAST MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: -5- tu/ A -M Ato c Building Division IA Fire Prevention TT �LW Public WorksN- j�;j `� Structural V AJJ/�- &-=-E--1 Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 05/05/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: DUE DATE: 06/02/16 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/IK/2013 BOEING COMPANY, THE Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of �) Labor & Industries Search L&I Page 1 of 9 A -Z Index Help My L&I Workplace Rights Trades & Licensing BOEING COMPANY, THE Owner or tradesperson MCNERNEY, W (JAMES) Principals MCNERNEY, W (JAMES), PRESIDENT LOHR, MICHAEL, SECRETARY 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— 01/18/2017 Bond ................. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=178005030&LIC=BOEINC*294ML&SAW= 5/20/2016 THEr $t � J r �f r � s r � c .� ;x � �' Ian t s fslt � �{�. �� i t�` � i 3 � r is r� tk U 4 � (. 1F � �� COMPANYSUPPORT SERVICES GROUP14-001 UPGRADE HIGH -BAY HVAC VICI\ITY NAP 14-01 lett A!.!J A..O. AG PROJECT SITE FROM DOWNTOWN SEATTLE 140 LP 99 SYM N 4 yr 99 900 T EXIT 158 .411 4g0EI1\1G ACCESS RD :Jr EAST MARGINAL WAY CORPORATE PARK FROM SEATTLE -TACOMA AIRPORT REVISION T OV 599 TUKWILA PSO\ SITE BY EXIT 157 EXIT 158 U) EXIT 157 FROM KENT & AUBURN APPROVED DATE 900 NO SCALE SYM THOMPSON SITE 8701 EAST MARGINAL WAY SOUTH TUKWILA, WASHINGTON 98108 CODE SUMMARY TYPE OF APPLICATION: NEW ALTERATION EADDITION TENANT IMPROVEMENT PROJECT DESCRIPTION: PROJECT INCLUDES THE MODIFICATION OF EXISTING AHU-16 PLATFORM, INSTALLATION OF A NEW GUARDRAIL AND LADDER ON MODIFIED AHU-16 PLATFORM, PROVIDING HVAC DUCT SUPPORTS ON ROOF AND IN TRUSS SPACE BELOW, AND PROVIDING PIPE SUPPORT FRAMING IN TRUSS SPACE ABOVE THE PUMP ROOM. 4TH FLOOR IS NON -OCCUPIED SPACE CODES: 2012 INTERNATIONAL BUILDING CODE & WAC 51-50 2012 INTERNATIONAL MECHANICAL CODE & WAC 51-52 2012 INTERNATIONAL FIRE CODE & WAC 51-54 CURRENT CITY OF TUKWILA ZONING ORDINANCES CONTRACTOR & STATE NUMBER• THE BOEING CO. BOEINC *294ML(01182017) BOEING PROJECT ENGINEER: BRIAN HARR © 206-550-0397 BOEING CONTACT: JOHN MURDOCH PHONE. 253-740-0214 FAX NUMBER - E -MAIL: ZONING: REVISION john.s.murdoch@boeinq.com OCCUPANCY GROUP- GROUP F1/B CONSTRUCTION TYPE TYPE II -B ALLOWABLE AREA INCREASE: SPRINKLERED & 60' SET -BACK (NO CHANGES) OCCUPANT LOAD: (ALLOWABLE) NO CHANGE FLOOR AREA: (ACTUAL) NO CHANGE (TABLE 10-A) OFFICES OCC. BLDG GROSS STORAGE OCC TUNNEL LABORATORY OCC. FIRST FLOOR CANOPY OCC 1ST FLOOR MEZZ OTHER OCC 2ND FLOOR 2ND FLOOR MEZZ 3RD FLOOR 3RD FLOOR MEZZ PROJECT AREA BUILDING HEIGHT: (ACTUAL) 60 FT 281,509 SF 219,578 SF 31,145 SF 30,786 SF 5,030 SF SQ FT SQ FT SQ FT SQ FT SQ FT SQ FT SQ FT SQ FT SQ FT STORIES: 3 MEZZANINE ? ❑(YES) j, (NO) SQ FT FIRE PROTECTION: SPRINKLERED THROUGHOUT PER NFPA 13 ? (YES) ❑(NO) SEPARATION EXTERIOR WALL (NON—BEARING) HOUR RATING NON—COMB EXTTERIOR WALL (BEARING) HOUR RATING INTERIOR WALL (NON—BEARING) HOUR RATING NON—COMB INTERIOR WALL (BEARING) HOUR RATING DEMOUNTABLE PARTITIONS HOUR RATING STRUCTURAL FRAME HOUR RATING NON—COMB FLOOR/CEILINGS HOUR RATING NON—COMB ROOF CONSTRUCTION HOUR RATING NON—COMB SEISMIC DESIGN: ZONE "D» DESIGN LOADS: (CHAPTER 16) ROOF: LIVE (SNOW) 25 (PSF) FLOOR: OFFICE N/A (PSF) MECH/STOR N/A (PSF) STAIRS N/A (PSF) CONCENTRATED: N/A WIND: EXPOSURE C, 110 MPH BASIC WIND SPEED BY APPROVED DATE UPGRADE HIGH -BAY HVAC 28805 CEI EO 04.20.16 DRAWING INDEX ARCHITECTURAL DRAWING NUMBER REV DRAWING TITLE 14-001—Al A KEY SHEET 14-001-4A10A A PARTIAL FOURTH FLOOR PLAN 14-001—RFA160B A PARTIAL ROOF PLAN 14-001—RFA163 A PARTIAL ROOF PLAN 14-001—A514 ORIG ROOF DETAILS STRUCTURAL DRAWING NUMBER REV DRAWING TITLE 14-001—S2A ORIG STRUCTURAL NOTES AND ABBREVIATIONS 14-001—S2B ORIG STRUCTURAL NOTES 14-001—RFS160TBR A TOP CHORD FRAMING PLAN — REMOVAL 14-001—S454R ORIG ENLARGED FRAMING PLAN — REMOVAL 14-001—RFS160TB A TOP CHORD FRAMING PLAN 14-001—RFS160BA A BOTTOM CHORD FRAMING PLAN 14-001—RFS163T A TOP CHORD FRAMING PLAN 14-001—S454 ORIG ENLARGED FRAMING PLAN 14-001—S568 ORIG MISCELLANEOUS SECTIONS & DETAILS 14-001—S569 ORIG MISCELLANEOUS SECTIONS & DETAILS CODES AND PERMITS PROJECT TITLE: 14-001 UPGRADE HIGH -BAY HVAC JOB NUMBER: 28805 QUANTITY SUBMITTED: 4 SETS: GENERAL PERMIT (SHELL & CORE) OR STRUCTURAL TENANT IMPROVEMENT ❑ 4 SETS: TENANT IMPROVEMENT (NON-STRUCTURAL) ❑ 3 SETS: FIRE PROTECTION/SPRINKLERS ❑ 2 SETS: TENANT IMPROVEMENT (REVISION) SUBMITTED FOR PERMIT & REVIEW: ❑ BUILDING ❑ GRADING ❑ PLUMBING ❑ LANDSCAPE ❑ MECHANICAL ❑ DEMOLITION O STRUCTURAL ❑ - *TO BE REVIEWED UNDER SEPARATE PERMIT WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE -APPROACHES COMPLIANCE OPTION O PRESCRIPTIVE ❑ LPA ❑ ANALYSIS ❑ N/A SPECIAL INSPECTIONS REQUIRED: • WELD ❑ REBAR O STRUCTURAL BOLTING ❑ OTHER CALCULATIONS TYPE. Structural ❑ ELECTRICAL * ❑ FIRE PROTECTION ❑ CANTILEVER RACKS ❑- ❑ CONCRETE ❑ ANCHOR BOLTS O STRUCTURAL OBSERVATION ATTACHED X (YES) (NO) 41-4 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CEI CHECKED E. OJALA ENGINEER CHECKED DATE 04.20.16 04.20.16 SUBTITLE SE '12A E PERMIT B ii IED FOR: ��,�Uchanica! 1.I� Electrical gif,mbing Gas Piping City of Tukwila BU!!_r)!NG DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division_ NO T Y::. i Ort will require a now plan submittal ani may ir+cfud3 additional plan review fees. FILE COPY P.. No. 11(D'' 0 re Finn l i"''i'd n.ppTOVF;1 is subject to errors and omissions. j/.per rov l of cogstr_ Bion documents does not au io iazo ho violation r, Lf��. adc�.= od coda orordinanco. Receipt of approval P�SL.�o - /. Dat: ....0 1J1 NOY 16 2016 nd co ditior.s acknowledged: eFog& Cotqw COVER SHEET City of Tukwila BUILDING DIVISION ACOFFMANINEERSNG 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity I results I relationships • REVIEWED FOR CODE COMPLIANCE APPROVED i MAY 17 Pt kr.. City of Tu!:wily BUILDINt31: tVISIO RECEIVED CITY OF TUKWILA APR 2 2 2016 PERMIT CENTER 100% SUBMITTAL ISSUE FOR PERMIT APPROVED APPROVED TITLE GENERAL MASTER UPGRADE HIGH—BAY HVAC BUILDING 14-001 THOMPSON, WA CURRENT REVISION 28805 SHEET JOB NO. SYMBOL DATE 04.20.16 DWG NO. 14-001—GO SYVBOLS LEGE\D GE\EAL \OTES ARC IIITECT„RAL ABBREVIATIO\S A lil�Il1RSTORE BUILDING AND WALL 1. CONTRACTOR SHALL KEEP AREAS UNDER CONSTRUCTION CLEAR OF DIRT AND DEBRIS CAUSED BY DEMOLITION AND SHALL CONSTRUCTION MATERIALS AND EQUIPMENT IN AREAS DESIGNATED BY THE CONSTRUCTION MANAGER. 2. CONTRACTOR IS TO VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AND SHALL BE RESPONSIBLE FOR THE JOINING OF HIS WORK TO THE WORK OF OTHER TRADES. DISCREPANCIES ON DRAWINGS OR IN SPECIFICATIONS, SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER IMMEDIATELY UPON DISCOVERY. 3. WORK SHALL CONFORM WITH APPLICABLE CODES AND REGULATIONS. 4. CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION MANAGER FOR CONSTRUCTION AREA AND SECURITY REGULATIONS. 5. REPETITIVE FEATURES NOT FULLY SHOWN OR NOTED ON THE DRAWINGS SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 6. DIMENSIONS ON DRAWINGS ARE TAKEN TO THE FACE OF CONCRETE WALLS, METAL STUDS, AND TO THE CENTERLINE OF COLUMNS, UNLESS OTHERWISE NOTED. 7. DOOR OPENINGS ARE 6" FROM ADJACENT WALLS OR CENTERED IN ROOM, UNLESS DIMENSIONED OTHERWISE. 8. PARTITIONS SHALL RUN FULL HEIGHT, FROM FLOOR TO STRUCTURE ABOVE, UNLESS SHOWN OR NOTED OTHERWISE. FIRE–RATED PARTITIONS SHALL BE FIRE STOPPED BETWEEN THE TOP OF THE PARTITION AND ADJACENT STRUCTURE ABOVE. THE FIRE STOP SHALL MAINTAIN THE RATING OF THE FIRE–RATED PARTITION. 9. STAIRS OR LADDERS USED TO ATTEND EQUIPMENT SHALL COMPLY WITH WISHA REGULATIONS. ALL OTHER STAIRS SHALL COMPLY WITH THE UNIFORM BUILDING CODE. 10. PLANS WHICH APPEAR AS BACKGROUNDS ON CIVIL, STRUCTURAL, PLUMBING, HVAC, ELECTRICAL DRAWINGS, ETC., ARE FOR THE PURPOSE ONLY OF ILLUSTRATING GENERAL PLAN CONFIGURATION. SUCH BACKGROUNDS SHALL NOT BE USED FOR PORTIONS OF THE WORK OTHER THAN THAT PERTAINING TO THE TITLE OF EACH SHEET. REFER TO THE APPROPRIATE SHEET FOR EACH SPECIFIC PORTION OF THE WORK. 11. FRAME DUCT OPENINGS IN STUD WALLS WITH DRYWALL STUDS SO THAT CLEARANCEHE OPENING SHALL BETWEEN FRAME ANDLOW DUCT.OT CAULKETHAN 1/2 ALL GAPS BINCH ETWEEN DRYWALL AND DUCT. 12. AIR DUCTS SHALL BE INSTALLED CLEAR OF STEEL BEAMS AND COLUMNS AND SHALL MAINTAIN THE INTEGRITY OF THE FIRE RATINGS OF THE FLOOR AND WALL CONSTRUCTION WHEN DUCTS ARE INSTALLED. 13. THE GENERAL CONTRACTOR AND RESPECTIVE SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL WORK. 14. CAUTION SHOULD BE EXERCISED WITH THE PLACEMENT AND INSTALLATION OF ALL VERTICAL PIPING ADJACENT TO COLUMNS AND BEAMS WHERE INDICATED ON THE MECHANICAL DRAWINGS TO ENSURE THAT THEY ARE ENCLOSED WITHIN THE FURRING AS DIMENSIONED. 15. ALL ACOUSTICAL CEILINGS AND SUSPENSION SYSTEMS SHALL BE INSTALLED PER SPECIFICATION 09130. 16. CONTRACTOR SHALL REPAIR DAMAGED SURFACES AND CORRECT CONDITIONS CAUSED BY DEMOLITION TO MATCH SURROUNDING FINISHED CONDITIONS OR AS INDICATED ON THESE DRAWINGS. 17. PROVIDE CUTOUTS AND REQUIRED BLOCKING FOR FIXTURES ON MECHANICAL AND ELECTRICAL DRAWINGS,EXCEPT WHERE SAME ARE SPECIFICALLY REQUIRED BY MECHANICAL OR ELECTRICAL CONTRACTOR. PIPING, CONDUIT, OR OBSTRUCTIONS OF 18. PLACE NO MAINS,FRT ANY KIND SO AS TO IMPAIR GIVEN CEILING HEIGHTS AND CLEARANCES. AB ANCHOR BOLT HC A/C AIR CONDITIONING HC ACT ACOUSTICAL CEILING TILE HDW ADJ ADJACENT HM ADJ ADJUSTABLE HOR AFF ABOVE FINISHED FLOOR HR AL ALUMINUM HT ALT ALTERNATE HVAC APPD APPROVED APPROX APPROXIMATE ARCH ARCHITECT(URAL) ID ID BD BOARD IN BTWN BETWEEN INCL BLDG BUILDING INS BLKG BLOCKING INT BOT BOTTOM JAN C CHANNEL JT CG CORNER GUARD CL OR CENTER LINE KO CLG CEILING L OR L CLR CLEARANCE) LAB CMU CONC MASONRY UNIT COL COLUMN LAM CONC CONCRETE LAV CONN CONNECTION LF CONST CONSTRUCTION LT CONT CONTINUOUS, CONTINUE CONTR CONTRACT(OR) MAIL CPT CARPET(ED) MAX CT CERAMIC TILE MECH MED DBL DOUBLE MET DEMOL DEMOLISH, DEMOLITION MFR DEPT DEPARTMENT MIN DET DETAIL MIN DF DRINKING FOUNTAIN MISC DIA DIAMETER MO DIM DIMENSION MULL DISP DISPENSER N DIV DIVISION ND DN DOWN NIC DOOR DS DOWNSPOUT DR NO. NOM DWG DRAWING• NTS E EAST (COORDINATE) EA© EACH •OC OD EACH FACE OFD EL ELEVATION ELEC ELECTRIC(AL) OH ELEV ELEVATION OPG ELEV ELEVATOR OPP ENCL ENCLOSURE OSCI EQ EQUAL EQUIP EQUIPMENT EST ESTIMATE PERF EXG EXISTING PPL L OR EXP EXPOSED R EXT EXTERIOR PLAM PNL FD FLOOR DRAIN PSF FE FIRE EXTINGUISHER PSI FEC FIRE EXTINGUISHER PTD CABINET PVC FF FACTORY FINISHPIPE FF FINISHED FLOOR PWD FGR FINISH GRADE R FH FIRE HYDRANT R FHC FIRE HOSE CABINET R FHS FIRE HOSE STATION RD INH ED) REF FFLRFLOISORING) REINF FN FEMININE NAPKIN DISPENSER REQ FND FEMININE NAPKIN DISPOSAL REV FND FOUNDATION RFG FOF FACE OF FINISH RM HANDICAP T TREAD HOLLOW CORE TD TOWEL DISPENSER HARDWARE TEL TELEPHONE HOLLOW METAL TEMP TEMPERATURE HORIZONTAL TEMP TEMPORARY HOUR THK THICKNESS) HEIGHT TOC TOP OF CONCRETE HEATING/VENTILATING/ TOL TOLERANCE AIR CONDITIONING TOS TOP OF STEEL TPD TOILET PAPER DISPENSER NSIDE DIAMETER TS STRUCTURAL TUBE NSIDE DIMENSION TSCD TOILET SEAT NCH COVER DISPENSER NCLUDED(D) (ING) TYP TYPICAL NSULATE(D) (ION) (ING) NTERIOR UBC UNIFORM BUILDING CODE JANITOR('S) UL UNDERWRITERS' LABEL JOINT UON UNLESS OTHERWISE NOTED KNOCK OUT VB VALVE BOX ANGLE VB VAPOR BARRIER LABORATORY VCT VINYL COMPOSITION TILE LAMINATE(D) VERT VERTICAL LAVATORY LINEAL FEET W WEST (COORDINATE) LIGHT W WIDE FLANGE MATERIAL W WIDTH, WIDE W/ WITH MAXIMUM WC WATER CLOSET MECHANIC(AL) WD WOOD MEDIUM W/O WITHOUT METAL WP WATERPROOFING MANUFACTURE(R) WWF WELDED WIRE FABRIC MINIMUM MINUTE MISCELLANEOUS MASONRY OPENING MULLION NORTH (COORDINATE) NAPKIN DISPOSAL NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER(S) OUTSIDE DIAMETER OVERFLOW DRAIN OVERHEAD OPENING OPPOSITE OWNER SUPPLIED CONTRACTOR INSTALLED PERFORATE(D) PLATE PROPERTY LINE PLASTIC LAMINATE PANEL POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAPER TOWEL DISPENSER POLYVINYL CHLORIDE PLYWOOD RADIUS (CURVATURE) RISER - 1 - �� RESISTANCE R–FACTOR ROOF DRAIN 1 REFERENCE, REFER TO � REINFORCED)ING REQUIRE(D) (ING) ) REVISION(S), REVISED ROOFING ROOM ' � 1A10 TAKEN FROM SHEET --/ A200 SECTIONS SHOWN ON SHEET 1A10 TAKEN FROM SHEET A500 DETAIL SHOWN ON SHEET Q REFERENCE TO DETAIL 1A10 A450 PLAN TAKEN FROM SHEET 1 A SHOWN ON SHEET INTERIOR/EXTERIOR A4501A370 TAKEN FROM SHEET ROOM NAME SHOWN ELEVATION ON SHEET ROOMNO ROOM NAME AND NUMBER DOOR#% DOOR NUMBER © RECITE TYPE REFER TO DRAWING A351 �= WALL TYPE REFEREF TO DRAWING A350 GRID AND CENTERLINE GID DIMENSION DIMENSION LINE CONSTRUCTION ABOVE © OR BELOW AND/OR TO BE REMOVED AND/OR REINSTALLED CONSTRUCTION NOTE FLAG V ATE I A L S LEGE \ 3 ' %�%/i�%�%X � FDIC FURNISHED BY OWNER/ RO ROUGH OPENING BY CONTRACTOR FO FINISHED OPENING SECT SECTION FP FIREPROOF(ING) SF SQUARE FEET FR FIRE RESISTANT SHT SHEET FIRE RETARDANT SIM SIMILAR FT FOOT SPEC SPECIFICATION(S) FTG FOOTING SQ SQUARE REVIEWED FOR CODE COMPLIANCE APPROVED MAY 17 2016 City of Tukwila BUILDING DIVISION >x/x/x/x/x/) EARTH, DIRT PLYWOOD V� CONCRETE MASONRYINSTALLED V��� UNIT – CMU _•SHOWN = — GLASS CONCRETE ACOUSTICAL TILE S S S S S CERMIC TILE FUR FURRED(ING) STC SOUND TRANSMISSION �–- CLASS GA GAGE STD STANDARD LV STL STEEL RECEIVED LV GRAB BARD STR STRUCTURAL CITY OF TUKWILA GL GLASS, GLAZING SYM SYMMETRY,SYMMETRICAL GR GRADE SYS SYSTEM APR 2 2 2016 GWB GYPSUM WALLBOARD SQ SQUARE GYP GYPSUM S SOUTH (COORDINATE) PERMIT CENTER SC SOLID CORE SD SOAP DISPENSER S1S15 VVS1S1S4 INSULATION: BATT, LOOSE ��• "4'• 44' INSULATION: RIGID •GB L METAL, STEEL, IRON GYPSUM WALL BOARD ���lliii) WOOD: FINISH ,., w �b b ( "km- 0 ( 0 0 100% M ISSUE FOR PE MIT WOOD ROUGH SYM REVISION BY APPROVED DATE SYM REVISION BY°, APPROVED DATE Mffied M" ® 1 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN D. PLAGENS DATE SUBTITLE KEY SHEET CURRENT REVISION 28805 SYMBOL A DATE 04.20.16 5719 REGISTERED RCHITECT f / "08EO W. SROESE OF WASHINGTON CHECKED J. HILLIER - RECORD DRAWING (FDS)DP JH GC 03.31.95 SHEET ..e" A UPGRADE HIGH -BAY HVAC 28805 JMA RK 04.20.16 ENGINEER G. KRAPE TITLE UPGRADE HIGH–BAY HVAC 1STATE BUILDING 4�00 ARCHITECTURAL MASTER THOMPSON, WA APPROVED BY DEPT. DATE CHECKED T. DRAGOO , .. _ _Mt . JOB NO. .- COMP NO. APPROVED G. CULTUM 07.25.94 APPROVED DWG NO. 14-001–A1 4A1OA A453 6.2 6.4 7.2 7/I 8.2 8./i STAIR #1 4000 4000 ro 001 3"x3"x1 /4" STEEL CONTAINMENT ANGLES. SET IN SEALANT BED AND SECURE TO FLOOR SLAB WITH 1/2" DIAMETER KWIK BOLTS 2'-0" O.C. MAXIMUM. (PRIME AND PAINT) FIX RAILINGS PER DETAIL 4/A507 COMPUTER STORAGE 4002 COMPUTER STORAGE 4003 —x—x—x—x—x-z «•-1-x X x x x x X X x 4002) ( 4003 ) FIX RAILINGS PER DETAILS ELEVATOR LOBBY 4004 4004A STO RAG E 4006 ALIGN FENCE WITH CMU WALL 4004 S LADDER HOSE CABINET VIDE ANGLE ORTS, OPEN MEZZANINE 4005 FIX RAILINGS PER DETAIL 4/A507 MECHANICAL EQUIPMENT MECHANICAL SHAFT RUN MECHANICAL SHAFT WALLS UP 11'-0", CAP WITH GAP ELECTRICAL AREA 4007 GAP FE BRACKET FIX RAILINGS PER DETAILS 3/A507 AND 4/A507 3/A507 AND 4/A507 PARTIAL FOUNT SCALE: 1/8"=1'-0" FLOG PLA\ NON -OCCUPIED SPACE w J U NOV 162016 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 17 2016 City of Tukwila BUILDING DIVISION ((1°%'0 (0 100% SUBMITTAL ISSUE FOR PERMIT LEGE \� GE EAL OTES 1. REFER TO DRAWING Al FOR TYPICAL MATERIALS AND SYMBOLS LEGENDS. 2. REFER TO SPECIFICATION DOCUMENT SECTION 00004 FOR DOOR SCHEDULE. 3. REFER TO SPECIFICATION DOCUMENT SECTION 00004 FOR ROOM FINISH SCHEDULE. 4. REFER TO DRAWING A350 FOR WALL TYPES. 5. REFER TO DRAWING A351 FOR RELITE TYPES. 6. REFER TO DRAWING A110, SECTION A/A110 FOR GENERAL BUILDING SECTION. 'EFHENCE ��AWI\GS CO\STCTIO\ \OTES CONTRACTOR TO STRIP EXISTING FLOOR FINISH (TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION) WITH A CITRUS BASED STRIPPER. RESEAL STEEL ANGLE PRIOR TO FLOOR REFINISHING WITH A URETHANE BASED CAULKING, COLOR TO MATCH EXISTING STEEL ANGLE. FLOOR TO BE REFINISHED WITH A WATERPROOF CONCRETE FLOOR SEALER. 9 1 l FIRE FE (PRC 4A10A .f BRACKET-� SUP FIX RAILINGS PER DETAILS ELEVATOR LOBBY 4004 4004A STO RAG E 4006 ALIGN FENCE WITH CMU WALL 4004 S LADDER HOSE CABINET VIDE ANGLE ORTS, OPEN MEZZANINE 4005 FIX RAILINGS PER DETAIL 4/A507 MECHANICAL EQUIPMENT MECHANICAL SHAFT RUN MECHANICAL SHAFT WALLS UP 11'-0", CAP WITH GAP ELECTRICAL AREA 4007 GAP FE BRACKET FIX RAILINGS PER DETAILS 3/A507 AND 4/A507 3/A507 AND 4/A507 PARTIAL FOUNT SCALE: 1/8"=1'-0" FLOG PLA\ NON -OCCUPIED SPACE w J U NOV 162016 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 17 2016 City of Tukwila BUILDING DIVISION ((1°%'0 (0 100% SUBMITTAL ISSUE FOR PERMIT LEGE \� GE EAL OTES 1. REFER TO DRAWING Al FOR TYPICAL MATERIALS AND SYMBOLS LEGENDS. 2. REFER TO SPECIFICATION DOCUMENT SECTION 00004 FOR DOOR SCHEDULE. 3. REFER TO SPECIFICATION DOCUMENT SECTION 00004 FOR ROOM FINISH SCHEDULE. 4. REFER TO DRAWING A350 FOR WALL TYPES. 5. REFER TO DRAWING A351 FOR RELITE TYPES. 6. REFER TO DRAWING A110, SECTION A/A110 FOR GENERAL BUILDING SECTION. 'EFHENCE ��AWI\GS CO\STCTIO\ \OTES CONTRACTOR TO STRIP EXISTING FLOOR FINISH (TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION) WITH A CITRUS BASED STRIPPER. RESEAL STEEL ANGLE PRIOR TO FLOOR REFINISHING WITH A URETHANE BASED CAULKING, COLOR TO MATCH EXISTING STEEL ANGLE. FLOOR TO BE REFINISHED WITH A WATERPROOF CONCRETE FLOOR SEALER. 9 1 l T T 4A10A .f 4A10B 4A11 A 4A11B 8' SCALE: 1 /8"= SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE CAD CONVERSION CADDNW 04.21.98 A UPGRADE HIGH -BAY HVAC 28805 JMA RK 04.20.16 5719 9qEGITERED /A' HITEOT BERT A.KROESE STATE OF WA4710PI ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE CHECKED SUBTITLE PARTIAL FOURTH FLOOR PLAN CURRENT REVISION 28805 SYMBOL ,-O„ APR 2 2 2016 PERMIT CENTER DATE 04.20.16 APPROVED BY DEPT. DATE CINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER UPGRADE HIGH -BAY HVAC BUILDING 14-001 COL. B -C/6-9.2 THOMPSON, WA SHEET 4}'10 JOB NO. COMP NO. DWG NO. 14-001-4A1 OA 9.2 UJ J 92 I1 10 .4 RETURN DUCT 1DN THRU ROOF Illllllllllil� IIIIIIIIIIti nnunlnnl mlllnlllll llll mm�umlMIIIM Illllllllllllllln Ilnmm�uunnnl IIIIIIIIIIIIIIIIIIIIII R 58,16 11111 111111111111 • I II 11111111 I III 011111// 111111 A505 ' DUCT SUPPORT - - GRATEI WALKWAY DUCT SUPPORT IIIIIIIIIII1111I1111 'T111111111iim 111 III1 IIIIIIII 1111111nm r 11111111 I III 1111111111 !I!IIIF!��II IIIllI PIDIIIIII Ilm.— �illllllllll II111 mn1111 IIIAI 1111 11 _ ii 1I1IIl nII i:IIIn11II Ifiin11nn Ih) I MATCH LINE — SEE SHEET RFA16 PATTIAL .00F PLA\ SCALE: 1 /8"=1'-0" 12.1 122 12/1 2'-6"x4'-6" ELEVATOR SMOKE VENT. INSTALL AT OLD ROOF HATCH LOCATION PATCH IN ROOF CURB PER SPECIFICATION REQUIREMENTS 0 CE 0 w U0 LTJ J LEG \D GE\E�AL \ OTES EFRE\CE \GS NEW AIR HANDLING UNIT AND ASSOCIATED DUCTWORK, SEE MECHANICAL DRAWINGS. pct-ago NOV 162016 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 7 2016 City of Tukwila BUILDING DIVISION 100% SUBMITTAL ISSUE FOR PERMIT 1 8' 4' 0 8' 16' APR 2 2 2016 PERMIT CENTER SYM REVISION BY APPROVED DATE SYM REVISION APPROVED DATE CAD CONVERSION CADDNW 4.21.98 A UPGRADE HIGH—BAY HVAC 28805 JMA RK 04.20.16 Q�BOE/NGm 5719 GISTERED RCHI ECT ROBERT A. KROESE STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE APPROVED BY DEPT. DATE CHECKED ENGINEER SUBTITLE PARTIAL ROOF PLAN CURRENT REVISION 28805 SYMBOL A DATE 04.20.16 CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER UPGRADE HIGH—BAY HVAC BUILDING 14001 COL. B—C/9.2-12.4 THOMPSON, W WEFRFA1606 JOB NO. COMP NO. DWG NO. 14-001—RFA160B T RFA160B RFA161A T_/ RFA161B -i RFA160A RFA162 RFA163 RFA164 RFA165 RFA166 RFA167 RFA168 RFA169 J 8' 4' 0 8' 16' APR 2 2 2016 PERMIT CENTER SYM REVISION BY APPROVED DATE SYM REVISION APPROVED DATE CAD CONVERSION CADDNW 4.21.98 A UPGRADE HIGH—BAY HVAC 28805 JMA RK 04.20.16 Q�BOE/NGm 5719 GISTERED RCHI ECT ROBERT A. KROESE STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE APPROVED BY DEPT. DATE CHECKED ENGINEER SUBTITLE PARTIAL ROOF PLAN CURRENT REVISION 28805 SYMBOL A DATE 04.20.16 CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER UPGRADE HIGH—BAY HVAC BUILDING 14001 COL. B—C/9.2-12.4 THOMPSON, W WEFRFA1606 JOB NO. COMP NO. DWG NO. 14-001—RFA160B 9.4 10.2 10.4 MATCH LINE - SEE SHEET RFA160 12.1 12.2 12/1 PATTIAL GOOF PLA\ SCALE: 1/8"=1'-0" IF LJ - w Cn LU LU Lam, U A 62015 CODE COMPLIANCE APP�OVED MAY 17 2016 City of Tukwila BUILDING DIVISION 100% SUBMITTAL ISSUE FOR PERMIT LEGE\I PAL \OTES EFE�E \CE D AWI\GS CO\ST CTI0\ \CIES PROVIDE AND INSTALL NEW FLASHING AROUND NEW DUCT PENETRATION, SEE DETAIL 2/A514. FOR MORE INFORMATION ON DUCT PENETRATION, SEE STRUCTURAL DWGS. PROVIDE AND INSTALL NEW FLASHING AROUND NEW LATERAL DUCT SUPPORT POST, SEE DETAIL 1/A514. NEW DUCTWORK. SEE MECHANICAL DRAWINGS. C 124 RFA160A RFA160B RFA161A RFA161B RFA162 RFA164 RFA166 RFA167 RFA168 RFA165 RFA169 KEY P_AN SCALE: NONE SCALE: 1/8"= OAPR 2 2 2016 PERMIT CENTER SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE CAD CONVERSION CADDNW 04.22.98 A UPGRADE HIGH -BAY HVAC 28805 JMA RK 04.20.16 el,BOE/NGS 5719 TERED CHITE OBERT A. KROESE STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE CHECKED SUBTITLE PARTIAL ROOF PLAN CURRENT REVISION 28805 SYMBOL A DATE 04.20.16 PROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER UPGRADE HIGH -BAY HVAC BUILDING 14001 COL. C -D/9.2-12.4 THOMPSON, WA SHEET RFA163 JOB NO. COMP NO. DWG NO. 14-001-RFA163 (E) 66x66 96x48 SUPPLY DUCT DN / \ / X\\ 24x24 60x60 DUCT PENETRATION, SEE �, N /" DETAIL 2/A514. (E)CURB c.. 7----- 34x30 1 I N`,\ 3 �► © 34x30 TURNING VANE SUPPLY DUCT ELBOW DN THRU ROOF © �/ � ROOF OPENING, TYPICAL RF' 63 A505 PATCH IN ROOF 1 CURB PER SPECIFICATION REQUIREMENTS 0 -,t- x c PREMANUFACTURED PENTHOUSE (LOUVERED) --- LATERAL DUCT SUPPORT c---, POST (14 PLACES) ( 60x40 TURNING VANE SUPPLY DUCT ELBOW DN THRU ROOF - DUCT PENETRATION, SEE DETAIL 2/A514. . ., 7 . PATTIAL GOOF PLA\ SCALE: 1/8"=1'-0" IF LJ - w Cn LU LU Lam, U A 62015 CODE COMPLIANCE APP�OVED MAY 17 2016 City of Tukwila BUILDING DIVISION 100% SUBMITTAL ISSUE FOR PERMIT LEGE\I PAL \OTES EFE�E \CE D AWI\GS CO\ST CTI0\ \CIES PROVIDE AND INSTALL NEW FLASHING AROUND NEW DUCT PENETRATION, SEE DETAIL 2/A514. FOR MORE INFORMATION ON DUCT PENETRATION, SEE STRUCTURAL DWGS. PROVIDE AND INSTALL NEW FLASHING AROUND NEW LATERAL DUCT SUPPORT POST, SEE DETAIL 1/A514. NEW DUCTWORK. SEE MECHANICAL DRAWINGS. C 124 RFA160A RFA160B RFA161A RFA161B RFA162 RFA164 RFA166 RFA167 RFA168 RFA165 RFA169 KEY P_AN SCALE: NONE SCALE: 1/8"= OAPR 2 2 2016 PERMIT CENTER SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE CAD CONVERSION CADDNW 04.22.98 A UPGRADE HIGH -BAY HVAC 28805 JMA RK 04.20.16 el,BOE/NGS 5719 TERED CHITE OBERT A. KROESE STATE OF WASHINGTON ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE CHECKED SUBTITLE PARTIAL ROOF PLAN CURRENT REVISION 28805 SYMBOL A DATE 04.20.16 PROVED BY DEPT. DATE ENGINEER CHECKED APPROVED APPROVED TITLE ARCHITECTURAL MASTER UPGRADE HIGH -BAY HVAC BUILDING 14001 COL. C -D/9.2-12.4 THOMPSON, WA SHEET RFA163 JOB NO. COMP NO. DWG NO. 14-001-RFA163 100% SUBMITTAL ISSUE FOR PERMIT 1 NOTE: VERIFY ROOF TYPE PRIOR TO CONSTRUCTION. IF DIFFERENT, CONTACT PROJECT ARCHITECT. CONTINUOUS BEAD OF TPO GP SEALANT 3" QS TAPE 5.5" TPO QS FLASHING TPO CUSTOM PIPE BOOT WELDED SEAM 2" MIN. FASTENER OR SEAM PLATE AT 12" 0.C. MAX. LATERAL 'UCT SUPPORT POST .00F PE\ET�ATIO\ SCALE: 3" 1'-0" FASTENER WITH SPLICE PLATE WELDED SPLICE EXIST. TPO ROOF T -JOINT WELDED SPLICE 2" MIN. EXISTING TPO MEMBRANE CUT EDGE SEALANT (1� RFA163 A514 I / ,/// , /4 �! / . �iiiiiiiiieeeiii►iiieeeeeeee• Iiiiiiiiii°�eieiei°eeieieieieieieieieie �ieieieieieieieieieieieiei�eeieieieieieieieieieie Iieieieieieieieieieieieiei�►eieieieieieieieieieie •••e-eeeeeeeeeeee��eeeeeeeeeeeeeeeeee _ !eeeee e . ee4, ♦ecce ecce♦ •eieieieieieieieeeeeeeeeeei,e• 6" MAX HVAC DUCT PER MECH. NOTE: VERIFY ROOF TYPE PRIOR 10 CONSTRUCTION. IF DIFFERENT, CONTACT PROJECT ARCHITECT. COVER BOARD OVER PRE-MANUF. CURB TPO ADHESIVE 3" CANT STRIP TPO ROOFING, MATCH EXIST. 74;7ii777ii74W771 viii-FARk2iiiiii/iii77-Fi*W7•l J PER PLAN DUCT :GOOF PE\ETATIO\ EXISTING ROOF SCALE: 3"= 1'-0" 2 RFA163 A514 NOV 1 6 2016_ REVIEVi1ED FOR CODE COMPLIANCE APPROVED MAY 17 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 222016 PERMIT CENTER SYM REVISION BY APPROVED DATE SYM REVISION BY' APPROVED DATE ORIG UPGRADE HIGH -BAY HVAC 28805 JMA RK 04.20.16 Q,�BOE/NG 5719 EERED HIT T OBERT A. KROESE STATE OF WASHINGTON ACCEPTABILITY This DESIGN AND/OR SPECIFICATION IS APPROVED BY DEPT. DATE APPROVED DRAWN C. VAN AUSDELL CHECKED R. KROESE ENCINEER DATE 04.20.16 04.20.16 SUBTITLE ROOF DETAILS CURRENT REVISION 28805 SYMBOL() G DATE 04.20.16 CHECKED APPROVED APPROVED TITLE STRUCTURAL MASTER UPGRADE HIGH -BAY HVAC BUILDING 14-001 SHEET A514 JOB NO. 28805 COMP NO. THOMPSON, WA DWG NO. 14-01-A514 STUCTUAL A33HVIATIO\S °, DEG 0, DIA (E), EXIST #, NO #, LB AB ABV ADDL ADH ADJ AFS ALT ALUM APPROX AR ARCH ASPH ASSY B PL BLDG BLKG BLW BM(S) BO xxx BOT BRB BRG BS BTWN C CANT CDF CEM PLAS CIP CJ CJP CL CLR CMU COL CONC CONN CONSTR CONT CONTR COORD CSK CTR D DC DBL DEG DEMO DET DIA DIAG DIM DIR DIST DN DWG DWL (E) EA EF EJ EL ELEC ELEV EMBED EOR EOS EQ EQL SP EQUIP ES ESCAL EW EXIST EXP EXT SYM AND AT DEGREE DIAMETER EXISTING - NUMBER POUND ANCHOR BOLT ABOVE ADDITIONAL - ADHESIVE ADJACENT ABOVE FINISHED SLAB ALTERNATE ALUMINUM APPROXIMATE - AS REQUIRED ARCHITECTURAL - ASPHALT ASSEMBLY BASE PLATE BUILDING BLOCKING BELOW BEAM(S) BOTTOM OF xxx BOTTOM BUCKLING RESTRAINED BRACE - BEARING - BOTH SIDES - BETWEEN CHANNEL CANTILEVER - CONTROLLED DENSITY FILL - CEMENT PLASTER CAST -IN-PLACE - CONSTRUCTION JOINT/ CONTROL JOINT - COMPLETE JOINT PENETRATION WELD CENTER LINE - CLEAR(ANCE) CONCRETE MASONRY UNIT COLUMN CONCRETE - CONNECT(ION) CONSTRUCTION CONTINUOUS - CONTRACTOR - COORDINATE - COUNTER SUNK - CENTER(ED) DEPTH/DEEP DEMAND CRITICAL DOUBLE DEGREE DEMOLITION DETAIL DIAMETER DIAGONAL/DIAGRAM DIMENSION DIRECTION - DISTANCE DOWN DRAWING DOWEL EXISTING - EACH - EACH FACE EXPANSION JOINT ELEVATION - ELECTRICAL ELEVATOR - EMBEDMENT/EMBEDDED ENGINEER OF RECORD - EDGE OF SLAB EQUAL EQUALLY SPACED - EQUIPMENT EACH SIDE ESCALATOR - EACH WAY EXISTING EXPANSION EXTERIOR REVISION FIN FLG FLR FO xxx FOC FOF FOS FP FRT FS FT FTG GA GALV GEN GLU LAM GR GR BM GYP BD H HDR HGR HLDN HORIZ HSS HT HVAC ID IF IJ IN INFO INSUL INT JST JT KIP KSI KWY L LBR LLH LLV LOC LONG LSH LSV LT LWC MAX MB MBR MECH MEZZ MFR MFR REC MH MID MIN MISC (N) NA NIC NIP NORM NO NS NTS 0/ OC OD OF OFS OPH OPNG OPP OVS BY - FINISH(ED) FLANGE FLOOR FACE OF xxx FACE OF CONCRETE FACE OF FINISH FACE OF STEEL FIREPROOF(ING)/FIRE PROTECTION FIRE RETARDANT TREATED - FAR SIDE - FOOT, FEET FOOTING - GAGE/GAUGE GALVANIZED - GENERAL GLUE LAMINATED TIMBER GRADE GRADE BEAM GYPSUM BOARD - HIGH HEADER - HANGER - HOLDDOWN - HORIZONTAL HOLLOW STRUCTURAL HEIGHT HEATING, VENTILATING AIR CONDITIONING - INSIDE DIAMETER INSIDE FACE ISOLATION JOINT - INCHES - INFORMATION INSULATE/INSULATION - INTERIOR JOIST JOINT SECTIONS AND - KIP (1,000 POUNDS) KIPS PER SQUARE INCH KEYWAY ANGLE/LENGTH LUMBER LONG LEG HORIZONTAL LONG LEG VERTICAL LOCATION LONGITUDINAL LONG SLOTTED HOLE /LONG SIDE HORIZONTAL LONG SIDE VERTICAL LIGHT LIGHTWEIGHT CONCRETE - MAXIMUM - MACHINE BOLT - MEMBER MECHANICAL - MEZZANINE - MANUFACTURE(R/D) - MANUFACTURER'S RECOMMENDATIONS MANHOLE MIDDLE - MINIMUM MISCELLANEOUS NEW NOT APPLICABLE NOT IN CONTRACT NOT IN PERMIT NORMAL NUMBER NEAR SIDE NOT TO SCALE - OVER ON CENTER OUTSIDE DIAMETER OUTSIDE FACE - OUTSIDE FACE OF STUDS - OPPOSITE HAND OPENING OPPOSITE - OVERSIZED (HOLES) APPROVED DATE SYM PAF PAR PCC PEN PIL PJP PL PLCS PNL PRCST PREFAB PSF PSI PT PUR R RC RD REF REINF REQD RO RST SC SCHED SECT SLRS SHT SHTHG SIM SL SMS SPEC SPCS SQ SSH SST STAG STD STIF STIR STL STL JST STRUCT SUPT SYM M TB TBC TBR TD THK TO xxx TOC TOF TOGB TOS TOSL TOW TRANSV TRTD TYP T/C T&B T&G POWDER ACTUATED FASTENER - PARALLEL/PARAPET PRECAST CONCRETE PENETRATE/PENETRATION PILASTER PARTIAL JOINT PENETRATION WELD PLATE PLACES PANEL - PRECAST PREFABRICATED POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POST TENSIONED/PRESSURE TREATED PURLIN - RADIUS REINFORCED CONCRETE ROOF DRAIN REFERENCE - REINFORCING - REQUIRED ROUGH OPENING - REINFORCING STEEL - SLIP CRITICAL - SCHEDULE SECTION SEISMIC LOAD RESISTING SYSTEM - SHEET SHEATHING - SIMILAR SLOPE SHEET METAL SCREW - SPECIFICATION SPACES SQUARE SHORT SLOTTED HOLE - STAINLESS STEEL - STAGGERED STANDARD STIFFENER STIRRUP STEEL STEEL JOIST STRUCTURAL - SUPPORT - SYMMETRICAL THROUGH BOLT THREADED BAR COUPLER TO BE REMOVED TRENCH DRAIN THICK(NESS) TOP OF xxx TOP OF CONCRETE TOP OF FOOTING - TOP OF GRADE BEAM TOP OF STEEL TOP OF SLAB TOP OF WALL TRANSVERSE TREATED TYPICAL - TENSION/COMPRESSION CORD - TOP AND BOTTOM TONGUE AND GROOVE UON - UNLESS OTHERWISE NOTED VAR VIF VNR VRFY VERT W WD WF WHS WO WP WPM WT WWF W/ W/0 VARIATION/VARIES VERIFY IN FIELD VENEER VERIFY VERTICAL WIDE/WIDTH WOOD WIDE FLANGE WELDED HEADED STUDS WHERE OCCURS WATERPROOFING/WORK POINT WATERPROOF MEMBRANE WEIGHT WELDED WIRE FABRIC WITH WITHOUT XFMR - TRANSFORMER YD REVISION YARD BY APPROVED DATE EXISTING STRUCTURE EXISTING CONSTRUCTION 1 EXISTING STRUCTURAL DIMENSIONS AND MEMBERS SIZES ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION. THE CONTRACTOR SHALL VERIFY THE ACTUAL CONFIGURATION OF EXISTING CONSTRUCTION AND THE CONDITION OF THE STRUCTURE BEFORE BEGINNING WORK. ANY DISCREPANCIES OR UNSOUND CONDITIONS SHALL BE REPORTED TO THE ENGINEER FOR RESOLUTION BEFORE BEGINNING WORK. REFER TO ARCHITECTURAL, PLANS FOR DIMENSIONS, EMBEDMENTS AND OPENINGS NOT SHOWN. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL PLANS FOR DUCTS, PIPING, EMBEDMENTS, AND OPENINGS NOT SHOWN. 2. TEMPORARY SHORING AND BRACING MAY BE NECESSARY IN ORDER TO PERFORM THE NECESSARY STRUCTURAL MODIFICATIONS TO THE EXISTING STRUCTURE SHOWN ON THE STRUCTURAL AND ARCHITECTURAL DRAWINGS. THE CONTRACTOR MUST SUBMIT PLANS AND SUPPORTING CALCULATIONS PREPARED BY A DESIGN PROFESSIONAL LICENSED TO PERFORM WORK IN THE PROJECT JURISDICTION. 3. WHERE NEW STRUCTURAL WORK IS BEING PERFORMED, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS REQUIRED PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TD THE ENGINEER FOR RESOLUTION PRIOR TO BEGINNING WORK. 4. EXISTING CONSTRUCTION, FRAMING MEMBERS AND DIMENSIONS HAVE BEEN ESTABLISHED BASED ON REVIEW OF THE AVAILABLE CONSTRUCTION DRAWINGS FOR THE ORIGINAL BUILDING. ONLY LIMITED FIELD VERIFICATION HAS BEEN PERFORMED. ANY DISCREPANCIES CONCERNING HOW NEW WORK RELATED TO THE AS -BUILT CONSTRUCTION SHALL BE REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION PRIOR TO BEGINNING WORK. 5. UNLESS SPECIFIED OTHERWISE, LOCATION AND ELEVATION OF NEW STRUCTURAL ELEMENTS WITHIN THE EXISTING STRUCTURE ARE DETERMINED BY THEIR RELATIONSHIP TO EXISTING CONDITIONS. THESE RELATIONSHIPS ARE NOTED ON THE PLANS, SECTIONS AND DETAILS. 6. WHEN PROVIDED, DEMOLITION DRAWINGS INDICATE DEMOLITION EXTENT ASSOCIATED WITH THE ACTUAL SIZE OF THE NEW ELEMENT. THE EXTENT OF DEMO MAY NOT REFLECT ADDITIONAL DEMOLITION REQUIRED TO INSTALL NEW ELEMENTS. IN ADDITION TO WHAT IS SHOWN ON THE ARCHITECTURAL DEMOLITION DRAWINGS, MINOR LOCAL DEMOLITION OF EXISTING ELEMENTS MAY BE REQUIRED TO PERFORM THE STRUCTURAL WORK AS INDICATED ON THE PLANS, SECTIONS AND DETAILS. DEMOLITION 1. ALL DEMOLITION SHALL BE CARRIED ON IN SUCH A MANNER AS NOT TO DAMAGE EXISTING ELEMENTS WHICH ARE TO REMAIN A PART OF THE FINISHED STRUCTURE. 2. EXISTING ELEMENTS SHALL BE PROTECTED TO THE FULLEST EXTENT POSSIBLE TO REDUCE SUCH DAMAGE TO A MINIMUM. 3. ALL ELEMENTS OF THE STRUCTURE THAT ARE TO REMAIN AND WHICH ARE DAMAGED DURING DEMOLITION WORK SHALL BE REPLACED AT NO ADDED COST. SUBMITTALS 1. THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION/ERECTION/INSTALLATION. THESE ITEMS ARE IN ADDITION TO ANY SUBMITTAL REQUIREMENTS SPECIFIED ON THESE PLANS OR IN THE PROJECT SPECIFICATIONS. STRUCTURAL SUBMITTALS ITEM PROD DATA SHOP DWGS TEST RESULTS CALCS BLDG DEPT STRUCTURAL STEEL X 2. "PROD DATA" - SUBMIT ADEQUATE DOCUMENTATION THAT THE PRODUCT PROPOSED TO BE USED MEETS THE REQUIREMENTS ON THESE PLANS AND THE PROJECT SPECIFICATIONS. 3. "SHOP DWGS" - SUBMIT COMPLETE SHOP DRAWINGS SUFFICIENT TO SHOW QUANTITIES AND KINDS OF MATERIALS, METHODS OF ASSEMBLY, AND ALL DATA REQUIRED FOR FABRICATION, ERECTION, AND INSTALLATION. THE PURPOSE OF THESE DRAWINGS IS TO DEMONSTRATE THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT DOCUMENTED HEREIN. SUBMITTALS CONSISTING OF DRAWINGS TAKEN DIRECTLY FROM THESE PLANS WILL NOT BE APPROVED. 4. "TEST RESULTS" - SUBMIT RESULTS FOR ANY TESTING REQUIRED BY BUILDING CODE OR THESE PLANS. 5. "CALCS" - SUBMIT CALCULATIONS SIGNED AND SEALED BY A DESIGN PROFESSIONAL AUTHORIZED TO PERFORM WORK IN THE PROJECT JURISDICTION. 6. "BLDG DEPT" - IF CHECKED, THE SUBMITTALS SHALL BE REVIEWED AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO FABRICATION AND/OR INSTALLATION. ORIG UPGRADE HIGH -BAY HVAC 28805 CEI EO 04.20.16 GENERAL NOTES 1. THE STRUCTURAL DRAWINGS REPRESENT THE DESIGN OF THE PRIMARY STRUCTURE BASED ON PRESCRIBED LOADS, (SEE "DESIGN CRITERIA" SECTION), IMPOSED ON THE STRUCTURE PER THE BUILDING CODE AS SPECIFIED IN THE "BUILDING CODE" SECTION. THE PRIMARY STRUCTURE OF THE BUILDING IS DEFINED AS THE FOUNDATIONS, BEARING WALLS, SHEAR WALLS, COLUMNS, BEAMS, SLABS, FLOOR FRAMING AND LATERAL FORCE RESISTING ELEMENTS REQUIRED TO MAINTAIN THE STABILITY OF THE COMPLETED STRUCTURE AS A WHOLE. 2. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND REGULATIONS OF THE BUILDING CODE AS DEFINED IN THE "BUILDING CODE" SECTION. 3. THE CONTRACT 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 NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY BRACING AS REQUIRED FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL MEMBERS ARE IN PLACE AND FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5. CONSTRUCTION TOLERANCES SHALL CONFORM TO THE BUILDING STANDARDS SPECIFIED IN THE "BUILDING CODE" SECTION. 6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 7. MECHANICAL AND ELECTRICAL LOADS MAY BE SUPPORTED FROM BEAMS. 8. IF ANY ERRORS OR OMISSIONS APPEAR TO EXIST IN THESE DRAWINGS, SPECIFICATIONS, OR OTHER CONTRACT DOCUMENTS; THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER IN WRITING OF SUCH OMISSION OR ERROR BEFORE PROCEEDING WITH THE WORK. 9. NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NOTES AND DETAILS ON DRAWINGS AND THESE GENERAL NOTES AND TYPICAL DETAILS ARE IN CONFLICT WITH THE PROJECT SPECIFICATIONS, THE MOST STRINGENT SHALL APPLY. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED AS SHOWN FOR SIMILAR WORK, SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER. 10. MANUFACTURED MATERIALS SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THEIR USE. ALL REQUIREMENTS OF THOSE APPROVALS SHALL BE FOLLOWED. 11. SEE MECHANICAL, PLUMBING, ELECTRICAL AND OTHER SPECIALTY DRAWINGS AND PROJECT SPECIFICATIONS FOR THE FOLLOWING: A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL, ROOF AND FLOOR OPENINGS, ETC., NOT SHOWN OR NOTED. B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. C. ANCHORAGE AND BRACING FOR ELECTRICAL, MECHANICAL OR PLUMBING EQUIPMENT TO THE STRUCTURE. D. ANCHOR BOLTS FOR MOTOR MOUNTS. E. SIZE, WEIGHT AND LOCATION OF MACHINES AND EQUIPMENT BASES. 12. FRAMING MEMBERS WHICH ARE NOT DIMENSIONED SHALL BE EQUALLY SPACED BETWEEN DIMENSIONED POINT OF MEMBERS. 13. MATERIAL SPECIFICATIONS ARE ASTM LATEST EDITION. ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CO CHECKED R. REEVES ENGINEER K. WANG CHECKED E. OJALA APPROVED APPROVED DATE 04.20.16 BUILDING CODE 1. ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THESE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND REGULATIONS OF THE INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION, AS ADOPTED AND AMENDED BY THE CITY OF TUKWILA, HEREINAFTER REFERRED TO AS THE BUILDING CODE. 2. WHERE NOTED IN THE STRUCTURAL NOTES, CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL ALSO CONFORM TO THE FOLLOWING STANDARDS. WHERE THESE STANDARDS CONFLICT WITH THE BUILDING CODE, THE CODE SHALL GOVERN. GENERAL ASCE? "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" AMERICAN SOCIETY OF CIVIL ENGINEERS ASCE/SEI 7 - 2010 EDITION HOT ROLLED STEEL AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AMERICAN INSTITUTE OF STEEL CONSTRUCTION ANSI/AISC360 - 2010 EDITION AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS JUNE 30, 2004 AISC-341 "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS" AMERICAN INSTITUTE OF STEEL CONSTRUCTION ANSI/AISC341 - 2010 EDITION AISC-303 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISC303 - 2010 EDITION DESIGN CRITERIA ROOF LIVE LOAD CRITERIA SNOW DESIGN CRITERIA GROUND SNOW LOAD FLAT ROOF SNOW LOAD EXPOSURE FACTOR - Ce THERMAL FACTOR - Cf DESIGN SNOW DENSITY WIND DESIGN CRITERIA 3 -SECOND GUST WIND SPEED, V = EXPOSURE FACTOR IMPORTANCE FACTOR I = INTERNAL PRESSURE COEFFICIENT GCpi = SEISMIC DESIGN CRITERIA SEISMIC USE GROUP SITE CLASS IMPORTANCE FACTOR I = SDS = SD1 = SEISMIC DESIGN CATEGORY LATITUDE LONGITUDE b(0%-0 COE3 ..r*or i ' 20 PSF 25 PSF 25 PSF 0.9 1.0 17.25 PCF 110 MPH C 1.00 0.18 D 1.00 1.009g 0.575g D 47'31'27" N 122'18'13" W NOV 16201$ REVIEWED FOR CODE COMPLIANCE APPROVED MAY 17 2016 City of Tukwila BUILDING DIVISION 100% SUBMITTAL ISSUE FOR PERMIT 04.20.16 04.20.16 04.20.16 SUBTITLE STRUCTURAL NOTES AND ABBREVIATIONS RECEIVED CITY OF TUKWILA APR 222016 PERMIT CENTER �COFFMAN N G I N EER S 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity I results I relauonships CURRENT REVISION 28805 SYMBOL() SIG DATE 04.20.16 TITLE STRUCTURAL MASTER UPGRADE HIGH -BAY HVAC BUILDING 14-01 THOMPSON, WA SHEET S2A JOB NO. 28805 COMP NO. DWG NO. 14-01-S2A SYM STRUCTURAL STEEL, MISC. METAL 1. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM TO THE BUILDING CODE AND AISC STANDARDS USING LOADS AS DEFINED IN AISC-360 SECTION B3-3 "DESIGN FOR STRENGTH USING LOAD AND RESISTANCE FACTOR DESIGN (LRFD)". 2. STRUCTURAL STEEL FABRICATION AND ERECTION SHALL CONFORM TO AISC REQUIREMENTS AND THE PROJECT SPECIFICATIONS. 3. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION OF ELEMENTS AND CONNECTIONS MARKED `SLRS' SHALL CONFORM TO AISC-341. 4. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: TYPE OF MEMBER ASTM SPECIFICATION Fy WIDE FLANGE SHAPES A992 50 KSI PLATES, SHAPES, ANGLES, AND RODS A36 36 KSI (UON) HOLLOW STRUCTURAL SECTIONS (ROUND) A500 (GRADE B) 42 KSI HOLLOW STRUCTURAL SECTIONS (SQUARE OR RECTANGLE) PIPE ANCHOR RODS (EMBEDDED IN CONCRETE) CONNECTION BOLTS A500 (GRADE B) A53 (GRADE B) F1554-36 (UON) A325 -N -STD (UON) 46 KSI 35 KSI 36 KSI 5. HEADED STEEL STUD CONNECTORS SHALL BE NELSON GRANULAR FLUX -FILLED HEADED ANCHOR STUDS OR AN APPROVED EQUAL AND BE MADE FROM COLD ROLLED CARBON STEEL AND SHALL CONFORM TO ASTM A-108, GRADE 1015 OR 1020 WITH A MINIMUM TENSILE STRENGTH OF 60,000 PSI. STUD WELDING, INSPECTION AND TESTING SHALL CONFORM TO AWS REQUIREMENTS. 6. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO THE START OF FABRICATION. 7. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS REQUIREMENTS. ALL WELDS SHALL BE PREQUALIFIED IN ACCORDANCE WITH AWS AND AISC STANDARDS. USE E70XX ELECTRODES, UON. 8. WELDING OF MEMBERS AND CONNECTIONS MARKED 'SLRS' SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.8. 9. ALL WELDS SHALL BE PERFORMED BY WELDERS CERTIFIED IN THE JURISDICTION HAVING AUTHORITY OVER THIS PORTION OF THE WORK. 10. WELD LENGTHS CALLED FOR ON THE PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WELD SIZE SHALL BE AISC MINIMUM, UON. 11. BOLTED CONNECTIONS OF MEMBERS MARKED 'SLRS' SHALL BE PRETENSIONED AND AND SHALL MEET THE REQUIREMENTS FOR A CLASS A FAYING SURFACE. CONNECTIONS AT THESE MEMBERS SHALL BE MADE USING STANDARD HOLES IN ALL PLYS. 12. CONNECTIONS SHOWN FIELD WELDED MAY BE FIELD BOLTED AT OPTION OF FABRICATOR. SUBMIT PROPOSED CONDITION TO STRUCTURAL ENGINEER FOR REVIEW PRIOR TO SUBMISSION OF SHOP DRAWINGS AND FABRICATION. 13. TENSION CONTROL BOLTS MAY BE SUBSTITUTED FOR THE BOLTS SPECIFIED IN THESE PLANS AT THE DISCRETION OF THE CONTRACTOR. ASTM F1852 TC BOLTS MAY BE SUBSTITUTED FOR ASTM A325 BOLTS AND ASTM F2280 TC BOLTS MAY BE SUBSTITUTED FOR ASTM A490. TENSION CONTROL TWIST -OFF BOLTS CONFORMING TO ASTM F1852 AND RCSC SPECIFICATION, 2004, MAY BE ALSO SUBSTITUTED. 14. A449, A193 GRADE B7, OR F1554 GRADE 105 THREADED ROD SHALL BE USED WHERE THRU BOLT LENGTH DOES NOT ALLOW FOR STANDARD A325 BOLTS. PROVIDE ASTM A563 NUTS WITH MATCHED WASHERS AT BOTH ENDS. 15. WELDS AT MEMBERS AND CONNECTIONS OF THE SEISMIC LOAD RESISTING SYSTEM SHALL BE MADE WITH FILLER METAL PRODUCING WELDS WITH A MINIMUM CHARPY V -NOTCH TOUGHNESS OF 20 FT -LBF AT O'F AS DETERMINED BY THE AWS AS CLASSIFICATION METHOD. 16. DEMAND CRITICAL WELDS SHALL BE MADE WITH FILLER METAL PRODUCING WELDS WITH MINIMUM CHARPY V -NOTCH TOUGHNESS OF 20 FT -LBF AT -20'F AS DETERMINED BY THE AWS A5 CLASSIFICATION METHOD AND 40 FT -LBF AS DETERMINED BY APPENDIX X OF THE AISC 341-05. REVISION BY APPROVED DATE SYM REVISION STRUCTURAL OBSERVATION 1. STRUCTURAL OBSERVATION IS REQUIRED FOR THE STRUCTURAL SYSTEM IN ACCORDANCE WITH THE GOVERNING CODE. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE ELEMENTS AND CONNECTIONS OF THE STRUCTURAL SYSTEMS AT SIGNIFICANT CONSTRUCTION STAGES AND THE COMPLETED STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED OF THE BUILDING INSPECTOR OR THE DEPUTY INSPECTOR. 2. THE OWNER SHALL EMPLOY AN ENGINEER OR ARCHITECT LICENSED TO PERFORM STRUCTURAL OBSERVATION IN THE PROJECT JURISDICTION. 3. THE STRUCTURAL OBSERVER SHALL PROVIDE A LEI IER TO BE SUBMITTED TO THE BUILDING OFFICIAL, AS REQUIRED BY THE JURISDICTION, BEFORE THE FIRST SITE VISIT. THE STRUCTURAL OBSERVER SHALL ALSO INFORM THE OWNER OF THE REQUIREMENTS FOR A PRECONSTRUCTION MEETING AND SHALL PRESIDE OVER THIS MEETING. 4. THE OWNER OR OWNER'S REPRESENTATIVE SHALL COORDINATE COMMUNICATION BETWEEN THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, STRUCTURAL OBSERVER, CONTRACTOR, AFFECTED SUBCONTRACTORS AND SPECIAL INSPECTORS. THE PURPOSE OF THIS COMMUNICATION SHALL BE TO IDENTIFY THE MAJOR STRUCTURAL ELEMENTS AND CONNECTIONS THAT AFFECT THE VERTICAL AND LATERAL LOAD SYSTEMS OF THE STRUCTURE AND TO REVIEW SCHEDULING OF THE REQUIRED OBSERVATIONS. 5. REPORTS SHALL BE ISSUED FOR EACH STRUCTURAL OBSERVATION AND ISSUED TO THE OWNER, ARCHITECT, CONTRACTOR AND BUILDING OFFICIAL. A RECORD OF THE PRECONSTRUCTION MEETING NOTED ABOVE SHALL BE INCLUDED IN THE FIRST OBSERVATION REPORT. 6. THE CONTRACTOR SHALL SCHEDULE EACH OBSERVATION AT LEAST TWO WEEKS PRIOR TO DATE OF THE PROPOSED OBSERVATION. 7. THE STRUCTURAL OBSERVER SHALL PERFORM OBSERVATIONS AT THE FOLLOWING SIGNIFICANT CONSTRUCTION STAGES: CONSTRUCTION STAGES ELEMENTS/CONNECTIONS TO BE OBSERVED: a) AFTER SUBSTANTIAL COMPLETION OF STEEL FRAMING. b) AT SUBSTANTIAL COMPLETION OF THE PROJECT. BY APPROVED DATE ORIG UPGRADE HIGH -BAY HVAC 28805 CEI E0 04.20.16 SPECIAL INSPECTION 1. SPECIAL INSPECTION BY A REGISTERED DEPUTY BUILDING INSPECTOR, IN CONTRACT WITH THE OWNER AND APPROVED BY THE ARCHITECT AND THE BUILDING OFFICIAL, SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF WORK (SEE THE PROJECT SPECIFICATIONS FOR FURTHER REQUIREMENTS): ITEM BUILDING CODE REFERENCE STEEL 1705.2 AND AISC 360 CHAPTER N DETAIL VERIFICATION WELDING OF STRUCTURAL STEEL HIGH STRENGTH BOLTING 3. SPECIAL INSPECTIONS SHALL NOT BE REQUIRED WHEN THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE BUILDING OFFICIAL TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. 4. NONDESTRUCTIVE INSPECTION OF ALL WELDS, SHOP AND FIELD, OF MOMENT -RESISTING FRAMES SHALL BE PROVIDED IN ACCORDANCE WITH THE GOVERNING CODE. 5. SUMMARY REPORTS OF ALL INSPECTIONS AND TEST RESULTS SHALL BE DISTRIBUTED TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL WITH DEFICIENCIES CLEARLY NOTED. 6. DEFICIENCIES SHALL BE REPORTED TO THE CONTRACTOR ON A DAILY BASIS. 7 DEFINITIONS OF SPECIAL INSPECTIONS AND TESTING FREQUENCY: "CONTINUOUS" - THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. "PERIODIC" - THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK. Alb -610 9 100% SUBMITTAL ISSUE FOR PERMIT ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CEI 140V 16 BA 1ITEVIEVVED FOR CODE COMPLIANCE APPROVED M AY 17 2016 City of Tukwita BUILDING DIVISION ACOFFMAN NGINEERS 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity I results I relationships CHECKED R. REEVES ENGINEER K. WANG CHECKED E. OJALA APPROVED APPROVED DATE 04.20.16 04.20.16 04.20.16 04.20.16 SUBTITLE AISC 360 TABLE N5.4-1 INSPECTION TASKS PRIOR TO WELDING INSPECTION TASKS PRIOR TO WELDING QC QA WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE P P MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE P P MATERIAL IDENTIFICATION (TYPE/GRADE) 0 0 WELDER IDENTIFICATION SYSTEM' 0 0 FIT -UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) -JOINT PREPARATION -DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) -CLEANLINESS (CONDITION OF STEEL SURFACES) -TACKING (TACK WELD QUALITY AND LOCATION) -BACKING TYPE AND FIT (IF APPLICABLE) 0 0 CONFIGURATION AND FINISH OF ACCESS HOLES 0 0 FIT -UP OF FILLET WELDS -DIMENSIONS (ALIGNMENT, GAPS AT ROOTS) -CLEANLINESS (CONDITION OF STEEL SURFACES) -TACKING (TACK WELD QUALITY AND LOCATION) O 0 CHECK WELDING EQUIPMENT 0 - 1. THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW -STRESS TYPE. AISC 360 TABLE N5.4-2 INSPECTION TASKS DURING WELDING INSPECTION TASKS DURING WELDING QC QA USE OF QUALIFIED WELDERS 0 0 CONTROL AND HANDLING OF WELD CONSUMABLES -PACKAGING -EXPOSURE CONTROL 0 0 NO WELDING OVER CRACKED TACK WELDS 0 0 ENVIRONMENTAL CONDITIONS -WIND SPEED WITHIN LIMITS O O WPS FOLLOWED O 0 WELDING TECHNIQUES -INTERPASS AND FINAL CLEANING -EACH PASS WITHIN PROFILE LIMITATIONS -EACH PASS MEETS QUALITY REQUIREMENTS 0 0 AISC 360 TABLE N5.4-3 INSPECTION TASKS AFTER WELDING INSPECTION TASKS AFTER WELDING QC QA WELDS CLEANED 0 O SIZE, LENGTH AND LOCATION OF WELDS P P WELDS MEET VISUAL ACCEPTANCE CRITERIA -CRACK PROHIBITION -WELD/BASE-METAL FUSION -CRATER CROSS SECTION -WELD PROFILES -WELD SIZE -UNDERCUT -POROSITY P P ARC STRIKES p P K -AREA' P P BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) P P REPAIR ACTIVITIES P P DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER P P 1. WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE K AREA, VISUALLY INSPECT THE WEB K -AREA FOR CRACKS WITHIN 3IN OF THE WELD. 0 -OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED P -PERFORM THESE TASKS FOR EACH WELDED JOINT OR MEMBER AISC 360 TABLE N5.6-1 INSPECTION TASKS PRIOR TO BOLTING INSPECTION TASKS PRIOR TO BOLTING QC QA MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS 0 P FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS O O PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) O O PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL 0 O CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS 0 0 PRE -INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED P 0 PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER COMPONENTS 0 0 AISC 360 TABLE N5.6-2 INSPECTION TASKS DURING BOLTING INSPECTION TASKS DURING BOLTING QC QA FASTENERS ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED 0 0 JOINT BROUGHT TO THE SNUG -TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION 0 0 FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING O O FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES 0 0 AISC 360 TABLE N5.6-3 INSPECTION TASKS AFTER BOLTING INSPECTION TASKS AFTER BOLTING QC (IA R DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P T P A 0 -OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PERI PENDING THESE INSPECTIONS. P -PERFORM THESE TASKS FOR EACH BOLTED CONNECTION. STRUCTURAL NOTES CURRENT REVISION 28805 SYMBOL^ ECEIVED OF TUKWILA PR 222016 VIIT CENTER G DATE 04.20.16 TITLE STRUCTURAL MASTER UPGRADE HIGH -BAY HVAC BUILDING 14-01 THOMPSON, WA SHEET S2B JOB NO. 28805 COMP NO. DWG NO. 14-01-S2B SYM 9.2 10 1C2 1 1.2 12.1 12.2 12./1 0 U O � I Q o1 o REVISION BY APPROVED DATE SYM REVISION BY TOP CHORD HA SCALE: 1/8"=1'-0" APPROVED DATE CAD CONVERSION CADDNW 04.24.98 A UPGRADE HIGH -BAY HVAC 28805 CEI EO 04.20.16 V \G PLA\ riTh RFS160TBR t•t(troto9 RE OVAL ACCEPTABILITY This DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN J.BERMUDEZ DATE " f M, 140V 16 2016 W. k. • Pj REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 7 2016 City of Tu(cwiia BUILDING DIVISION LEGEND: GENERAL NOTES: 1. SEE SHEET S260 FOR STRUCTURAL STEEL SCHEDULE. CONSTRUCTION NOTES: SEE 1/S454R FOR EXTENT OF PLATFORM DEMO 1 T O T T Tz-1 8 BAYS @ 20'-0" = 160'-0" RFS161TA RFS161TB 2'-0" 2 BAYS @ 20'-0" = 40'-0" RFS165T RFS166T RFS167T RFS168T RFS169T 0 U O � I Q o1 o REVISION BY APPROVED DATE SYM REVISION BY TOP CHORD HA SCALE: 1/8"=1'-0" APPROVED DATE CAD CONVERSION CADDNW 04.24.98 A UPGRADE HIGH -BAY HVAC 28805 CEI EO 04.20.16 V \G PLA\ riTh RFS160TBR t•t(troto9 RE OVAL ACCEPTABILITY This DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN J.BERMUDEZ DATE " f M, 140V 16 2016 W. k. • Pj REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 7 2016 City of Tu(cwiia BUILDING DIVISION LEGEND: GENERAL NOTES: 1. SEE SHEET S260 FOR STRUCTURAL STEEL SCHEDULE. CONSTRUCTION NOTES: SEE 1/S454R FOR EXTENT OF PLATFORM DEMO 1 T O T T Tz-1 RFS160TA /4FS160TBRj RFS161TA RFS161TB RFS162T RFS163T RFS164T RFS165T RFS166T RFS167T RFS168T RFS169T 100% SUBMITTAL ISSUE FOR PERMIT CHECKED R.F.BUKOSKI ENGINEER D.OLSON CHECKED D.OLSON APPROVED W.E.MOOR APPROVED SUBTITLE TOP CHORD FRAMING PLAN 16' SCALE: 1 /8"=1'-0" ECEIVED OFFMAF TUKWILA NOG I E E R 2 2 2016 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 PERMIT CENTER ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity I results I relationships CURRENT REVISION 28805 SYMBOL A DATE 04.20.16 07.25.94 TITLE UPGRADE HIGH—BAY HVAC BUILDING 14-01 STRUCTURAL MASTER COL B—C/9.2-12.4 THOMPSON, WA 'RFS160TBR JOB NO. COMP NO. DWG NO. 14-001—RFS160TBR SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG UPGRADE HIGH -BAY HVAC 28805 CEI EO 04.20.16 0 0 0 0 11.2 3'-6" 20'-0" 3'-6" W8x10 [AHU W8x10 W8x35 W8x35 W8x10 C8x11.5 W8x35 0 CD 0 0 LADDER �W8x10 rfr W8x 1 C8x11.5 HANDRAIL & TOE PL I TYP W8x35 /W8x 10 W8x35 LADDER W8x35 W8x 107 I�N8x10 46.1DN AR HA\SLI\G U\IT 16 SUPPORT FSA V SCALE: 1 /4"=1 -0" REMOVAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICA110N IS APPROVED APPROVED BY DEPT. DATE DRAWN CEI CHECKED R. REEVES E � RFS160TBR S454R DATE 04.20.16 04.20.16 CO 0 10 03 C I 0 NOV 18 2015 y ... 1.• ��...t ♦'Wig. h?+ bi(o to g LEGE\D INDICATES EXTENT OF DEMO/REMOVAL. — — — REMOVE EXISTING MEMBER & ITS CONNECTIONS. GE \HAL \OTES SEE GENERAL NOTES ON S2A & S2B. EFEH\CE DAWI\GS CO\STRUCTIO \ CTES REMOVE GRATING. REMOVE HANDRAIL AND TOE PLATE. REMOVE W8 & ITS CONNECTIONS. REMOVE EXISTING MECHANICAL UNIT. REMOVE LADDER. REMOVE C8 & ITS CONNECTIONS. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 17 2D 1h City of itthwita € t,JILDWG DIVtS!ON 100% SUBMITTAL ISSUE FOR PERMIT SUBTITLE ENLARGED FRAMING PLAN RECEIVED CITY OF TUKWILA APR 2 2 2016 PERMIT CENTER AgOFFMAN NGINEERS 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity I results I relationships CURRENT REVISION 28805 SYMBOL G DATE 04.20.16 ENGINEER K. WANG CHECKED E. OJALA APPROVED APPROVED 04.20.16 04.20.16 TITLE STRUCTURAL MASTER UPGRADE HIGH -BAY HVAC BUILDING 14-01 COL. B -C/11.2-11.4 THOMPSON, WA SHEET S454R JOB NO. 28805 COMP NO. DWG NO. 14-01-S454R SYM 9.2 9./ 10 10.2 foal 11.2 X12) 12.1 12.2 REVISION BY APPROVED DATE SYM REVISION BY TOP CHOM RAvI\ SCALE: 1/8"=1'-0" APPROVED DATE - CAD CONVERSION CADDNW 04.24.98 A UPGRADE HIGH -BAY HVAC 28805 CEI EO 04.20.16 G PLA\ � RFS160T6 gi_m.Erzw,0 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN J.BERMUDEZ DATE NOV 16 2016 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 7 2016 City of Tukwila BUILDING DIVISION bcoio9 LEGEND: GENERAL NOTES: 1. SEE SHEET S260 FOR STRUCTURAL STEEL SCHEDULE. CONSTRUCTION NOTES: SEE 1/S454 FOR UPDATED AHU PLATFORM 1 T O I 11/-1 8 BAYS @ 20'-0" = 160'-0" RFS161TA 2'-0" 2 BAYS @ 20'-0" = 40'-0" RFS164T RFS165T RFS166T I RFS167T RFS168T RFS169T _I REVISION BY APPROVED DATE SYM REVISION BY TOP CHOM RAvI\ SCALE: 1/8"=1'-0" APPROVED DATE - CAD CONVERSION CADDNW 04.24.98 A UPGRADE HIGH -BAY HVAC 28805 CEI EO 04.20.16 G PLA\ � RFS160T6 gi_m.Erzw,0 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN J.BERMUDEZ DATE NOV 16 2016 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 7 2016 City of Tukwila BUILDING DIVISION bcoio9 LEGEND: GENERAL NOTES: 1. SEE SHEET S260 FOR STRUCTURAL STEEL SCHEDULE. CONSTRUCTION NOTES: SEE 1/S454 FOR UPDATED AHU PLATFORM 1 T O I 11/-1 RFS160TA RFS161TA RFS161TB RFS162T RFS163T RFS164T RFS165T RFS166T I RFS167T RFS168T RFS169T _I 100% SUBMITTAL ISSUE FOR PERMIT CHECKED R.F.BUKOSKI ENGINEER D.OLSON CHECKED D.OLSON APPROVED W.E.MOOR APPROVED SUBTITLE TOP CHORD FRAMING PLAN 16' SCALE: 1 /8"=1'-0" RECEIVED &OFFMA'T Y OF TUKWILA NGINEERS APR 2 2 2016 1601 Fifth Avenue, Suite 900ISeattle, WA98lERMIT CENTER ph 206.623.0717 I fax 206.624.3775 coffman.cam LASTING creativity I results I relationships CURRENT REVISION 28805 SYMBOL A DATE 04.20.16 07.25.94 TITLE STRUCTURAL MASTER UPGRADE HIGH -BAY HVAC BUILDING 14-01 COL B -C/9.2-12.4 THOMPSON, WA =HRFS160T6 JOB NO. COMP NO. DWG NO. 14-001-RFS160TB SYM 6.) 6/l 0 REVISION BY APPROVED DATE SYM TYP BAY REVISION FRAMING UNO .56 L3x3x 1 /4 HORIZ BRACIN WT5x 10.5 STRUT W10x33 0 BY 10 BAYS © 20' —0" = 200'-0" By 8.2 9.2 n APPROVED MATCH LINE -- SEE SHT RFS162B DATE CAD CONVERSION CADDNW 04.23.98 A UPGRADE HIGH -BAY HVAC 28805 CEI EO 04.20.16 BOE/NGm � ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN J.BERMUDEZ DATE LEGE\ D GE\ E�AL \OTES 1. SEE SHEET S260 FOR STRUCTURAL STEEL SCHEDULE. EFHE CE DAWI\GS SEE NEW ENLARGED PLAN 2/S454 FOR PUMP ROOM PIPE SUPPORT FRAMING NOV 16 2015 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 17 2016 City of Tukwila BUILDING DIVISION 1:2.4 100% SUBMITTAL ISSUE FOR PERMIT CHECKED R.F.BUKOSKI SUBTITLE BOTTOM CHORD FRAMING PLAN 8' 0 4' 8' SCALE: 1 /8"=1'-0" ECEIVED &OFFMA0F TUKWILA N G 1 N E E R SAPR 2 22016 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 fax 206.624.3775coffman.com PERMIT CENTER LASTING creativity I results I relationships CURRENT REVISION 28805 SYMBOL A DATE 04.20.16 ENGINEER K.KOLB CHECKED D.OLSON APPROVED W.E.MOOR APPROVED 07.25.94 TITLE STRUCTURAL MASTER UPGRADE HIGH—BAY HVAC BUILDING 14-01 COL B—C/6-9.2 THOMPSON, WA SHEET RFS160BA JOB NO. COMP NO. DWG NO. 14-001—RFS160BA �n T RFS161BA 11,» RFS161BB F1'6'0'B RFS160BB I 100% SUBMITTAL ISSUE FOR PERMIT CHECKED R.F.BUKOSKI SUBTITLE BOTTOM CHORD FRAMING PLAN 8' 0 4' 8' SCALE: 1 /8"=1'-0" ECEIVED &OFFMA0F TUKWILA N G 1 N E E R SAPR 2 22016 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 fax 206.624.3775coffman.com PERMIT CENTER LASTING creativity I results I relationships CURRENT REVISION 28805 SYMBOL A DATE 04.20.16 ENGINEER K.KOLB CHECKED D.OLSON APPROVED W.E.MOOR APPROVED 07.25.94 TITLE STRUCTURAL MASTER UPGRADE HIGH—BAY HVAC BUILDING 14-01 COL B—C/6-9.2 THOMPSON, WA SHEET RFS160BA JOB NO. COMP NO. DWG NO. 14-001—RFS160BA 9 9./1 1 9.2 13 /1 11.2 12 \1 12.2 12%1 REVISION 0 BY APPROVED DATE SYM A A REVISION BY T3P CHORD RAvI\C PLA\ fl SCALE: 1/8"=1'-0" APPROVED DATE CAD CONVERSION CADDNW 04.28.98 UPGRADE HIGH -BAY HVAC 28805 CEI EO 04.20.16 RFS 63T gLim.Er.irmr° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN J.BERMUDEZ btoco 8 DATE REVIEWE CODE COMPLI M 'ICE APPROVED MAY 17 2016 City of Tukwila BUILDING DIVISION LEGE\D CE\HAL \OYES ULE. 2. HSS4x4 POSTS TO HVAC DUCT SUPPORT ABOVE, SEE RFM13 FOR FRAME ORIENTATION. EFEH\CE D GS CO\ S-RJCTIG\ \OTES INSTALL W8 AND C8 FRAMING. COORDINATE PLACEMENT WITH MECH DUCT ROOF PENETRATION, SEE MECH. INSTALL LATERAL DUCT SUPPORT FRAMING. 112.4 T —n I RFS161TA 1-_/-1 RFS161TB 8 BAYS @ 20'-0" = 160'-0" RFS160TB RFS162T 2'—O" 2 BAYS @ 20'-0" = 40'-0" RFS166T RFS167T RFS168T RFS169T� REVISION 0 BY APPROVED DATE SYM A A REVISION BY T3P CHORD RAvI\C PLA\ fl SCALE: 1/8"=1'-0" APPROVED DATE CAD CONVERSION CADDNW 04.28.98 UPGRADE HIGH -BAY HVAC 28805 CEI EO 04.20.16 RFS 63T gLim.Er.irmr° ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN J.BERMUDEZ btoco 8 DATE REVIEWE CODE COMPLI M 'ICE APPROVED MAY 17 2016 City of Tukwila BUILDING DIVISION LEGE\D CE\HAL \OYES ULE. 2. HSS4x4 POSTS TO HVAC DUCT SUPPORT ABOVE, SEE RFM13 FOR FRAME ORIENTATION. EFEH\CE D GS CO\ S-RJCTIG\ \OTES INSTALL W8 AND C8 FRAMING. COORDINATE PLACEMENT WITH MECH DUCT ROOF PENETRATION, SEE MECH. INSTALL LATERAL DUCT SUPPORT FRAMING. 112.4 T —n I RFS161TA 1-_/-1 RFS161TB RFS160TA RFS160TB RFS162T RF��/ RFS164T RFS165T RFS166T RFS167T RFS168T RFS169T� 100% SUBMITTAL ISSUE FOR PERMIT CHECKED R.F.BUKOSKI SUBTITLE TOP CHORD FRAMING PLAN 8' 4' 0 4' 8 611 _;m 16' SCALE: 1/8"= —0" RECEIVED CITY OF TUKWILA APR 2 2 2016 AEOFFMAN/fv,IT CENTER 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity I results I relationships CURRENT REVISION 28805 SYMBOL A DATE 04.20.16 ENGINEER D.OLSON CHECKED D.OLSON APPROVED W.E.MOOR APPROVED 07.25.94 TITLE UPGRADE HIGH—BAY HVAC BUILDING 14-01 STRUCTURAL MASTER COL C—D/9.2-12.4 THOMPSON, WA SHEET RFS1 63T JOB NO. COMP NO. DWG NO. 14-001—RFS163T SYM REVISION r. 11.2 TOS EL=180'-4Y" TYP J ��+ 46 0 W8x35 4," 4 2-2 1' I W8x35 — — — ..)41 D C -A. 4 I I I GUARDRAIL r A SEE G/S569 F .I.3.8 l/J' i) -,o) 1 I a' I 1 S454 S569 TYP ' 1, li 1,1, G TYP W8x35 II I S454 S569 0 1 D W18x97 cc X w 01 W18x97 II ' 1 II II it ik GUARDRAIL SEE G/5569 LADDER TO AHL D I II �I / I © AHU 16 fr S454 NI W8x35 f I 1 I, I 0 I I TOP 44-N a F1,1NGF 7)7 W8x35 I \)14 GUARDRAIL SEE G/S569 4'-2/4" +� AHA\DLI\G U\ IT 16 SUPPORT F SCALE: 1/4"=1 —0" BY APPROVED DATE SYM VE RFS1601JB S454 REVISION BY APPROVED PLATFORM S569 DATE ORIG UPGRADE HIGH—BAY HVAC 28805 CEI EO 04.20.16 Q1 BOE/NG PU vP TRUSS BTM CHORD BLW S454 14B17.2 14617.2 to X 03 Ln x CO W8x15 to X co 14B17.2 m c\I 00v RIPE SUPPORT F SAN I\ SCALE: 1/4"=1'-0" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CEI TRUSS BTM CHORD BLW G (2 DATE 04.20.16 RFS 160Q4S454 NOV 16 21116 bEb 0(09 LEGE\ D GE\EV\L \OTES 1. SEE GENERAL NOTES ON S2A & S2B. AHU 16 PLATFORM MAXIMUM LOADS: 34.0 KIP DL 20 PSF LL 25 PSF SL 3. FOR PUMP ROOM PIPE BRACING REQS, SEE 1/S568. EFEH\CE DAWI\GS C0\STUCTIO\ \CIES a REVIEWED FOR CODE COMPLIANCE APPROVED INSTALL GUARDRAIL. INSTALL LADDER TO AHU PLATFORM. COORDINATE LOCATION W/ VFD CABINET, SEE MECH. SANDBLAST PLATFORM STEEL, PRIME & PAINT. PAINT REMOVAL MAY REQUIRE TEMPORARY PLATFORM ENCLOSURE, VERIFY WITH LOCAL JURISDICTION. WELD AHU UNIT TO PLATFORM. INSTALL WIDE FLANGE STEEL SECTION. FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. COORDINATE PLACEMENT WITH PIPE SUPPORT LOCATIONS, SEE MECH. MAY 172016 City ofTukwila BUILDING DIVISION .' 100% SUBMITTAL ISSUE FOR PERMIT CHECKED R. REEVES 04.20.16 SUBTITLE ENLARGED FRAMING PLAN RECEIVED CITY OF TUKWILA APR 2 2 2016 PERMIT CENTER ACOFFMAN NGINEERS 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity I results relationships CURRENT REVISION 28805 SYMBOL° SIG DATE 04.20.16 ENGINEER K. WANG CHECKED E. OJALA APPROVED APPROVED 04.20.16 04.20.16 TITLE UPGRADE HIGH—BAY HVAC BUILDING 14-01 STRUCTURAL MASTER COL. B—C/11.2-11.4 THOMPSON, WA SHEET S454 JOB NO. 28805 COMP NO. DWG NO. 14-01—S454 SYM PIPE (1) LONGITUDINAL BRACE REQUIRED AT EVERY RUN AND AT 80'-0" SPACING MIN UON THESE TRANSVERSE BRACES ACT AS A LONGITUDINAL BRACE THESE TRANSVERSE BRACES ACT AS A LONGITUDINAL BRACE 0 (1) TRANSVERSE BRACE REQUIRED AT EACH END OF EVERY RUN AND AT 40'-0" SPACING MIN UON PLAN VIEW NOTES: 1. THIS BRACING APPLIES TO PIPES OR CONDUIT GREATER THAN 2" DIAMETER AND NOT WITHIN 12" OF THE SUPPORT ELEVATION FOR THE ENTIRE RUN. 2. BRACES TO SMALLER PIPING CANNOT BE USED FOR BRACING LARGER PIPING. 3. GT TRANSVERSE BRACING REQUIRED, SEE 4/S568. LONGITUDINAL BRACING REQUIRED, SEE 3/S568. 3AC1\G DETAILS TL TRANSVERSE BRACE MAY ALSO COUNT AS LONGITUDINAL BRACE FOR ADJACENT PIPE RUN AT THIS LOCATION. 4. AT A MINIMUM ALL BRACING SHALL MEET IBC 2012 REQUIREMENTS. 5. FOR PIPE BRACING AT VERTICAL DROPS TO EQUIPMENT SEE 2/S568. SCALE: NTS TOLCO 980 SWAY BRACE ATTACHMENT TO STEEL BEAM FLANGE TYP 1 TYPICAL LO\GITUDI\AL PIPE 3 ACE <rYP 1y"95 SCHED 40 STEEL PIPE DOUBLE BRACE TOLCO 980 SWAY BRACE ATTACHMENT TYP TOLCO PIPE CLAMP STEEL BEAM TOLCO 980 SWAY BRACE ATTACHMENT TO STEEL BEAM FLANGE TYP x 0 3% TYP 1M453 S568 SCALE: NTS UNISTRUT CHANNEL �w SEE 6/S568 UNISTRUT P1346 CLIP UNISTRUT P1000H3 HANGER 6' MAX LENGTH UNISTRUT LONGITUDINAL BRACE BEYOND HVAC DUCT SEE MECH I\TE�10� UNISTRUT P1000 H3 BRACE @ MIDSPAN FRONT VIEW { UNISTRUT P1186, P2105 -P2110 ANGLE FITTING UNISTRUT P1000H3 LATERAL BRACE (2) 1"x2OGA (MIN) GALV STEEL DUCT STRAP W/ Y2"0 BOLT THROUGH HANGER & BRACES NOTE: 1. HANGERS TO BE PROVIDED AT 10' OC MAX. 2. BRACES REQD WHERE DUCT DIA GREATER THAN 24". DUCT SUPPORT DETAIL UNISTRUT CHANNEL SEE 6/S568 UNISTRUT HANGER UNISTRUT LATERAL BRACE BEYOND GALV STEEL DUCT STRAP HVAC DUCT UNISTRUT BRACE PROVIDE @ MIDSPAN 0 SIDE VIEW S568 UNISTRUT P1728 FITTING TYP UNISTRUT CHANNEL SEE 6/S568 UNISTRUT P1186, P2105 -P2100 ANGLE FITTING UNISTRUT P1000H3 LONGITUDINAL BRACE 5 SCALE 1"=1'-0" REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG UPGRADE HIGH -BAY HVAC 28805 CEI E0 04.20.16 1M13,1M14 S568 ?is..„m:fEarir PIPE 3 ACI\G TRANSVERSE BRACE AT FINAL SUPPORT POINT BEFORE VERTICAL DROP 3,-0" MAX A FLEXIBLE CONNECTOR, SWING OR LOOP JOINT IS REQUIRED BEFORE CONNECTING SYSTEM TO EQUIPMENT EQUIPMENT DETAILS ELEVATION VIEW IF VERTICAL DROP IS GREATER THAN 15'-0" PROVIDE BRACING TO THE FLOOR IF LESS THAN 6'-0" PROVIDE BRACING TO THE FLOOR SCALE: NTS TYPICAL TSA\ TOLCO 980 SWAY BRACE ATTACHMENT TO STEEL BEAM FLANGE TYP 1 SVHSE PIPE 3 ACE <rT'P 1Y"0 SCHED 40 STEEL PIPE DOUBLE BRACE TOLCO 980 SWAY BRACE ATTACHMENT TYP TOLCO PIPE CLAMP STEEL BEAM TOLCO 980 SWAY BRACE ATTACHMENT TO STEEL BEAM FLANGE TYP 0_ 16 TYP 1 L 1 S568 SCALE: NTS L 20' MAX NTS MUM UNISTRUT P2868B-12 BM CLAMP UNISTRUT P5001 CHANNEL TYP DCCT SUPPCT CHA\\EL AT TOP CHORD DETAIL L W12 BEAM TYP SEE PLAN UNISTRUT P2867B-12 BM CLAMP SCALE: 1"=1'-0" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CEI CHECKED R. REEVES ENGINEER K. WANG CHECKED E. OJALA APPROVED APPROVED DATE 04.20.16 04.20.16 04.20.16 04.20.16 NOV (S1� M)44)10a REVIEWED FOR CODE COMPLIANCE APPROVED MN( 17 2016 City of Tukwila BUILDING DIVISION 100% SUBMITTAL ISSUE FOR PERMIT SUBTITLE MISCELLANEOUS SECTIONS & DETAILS S568 RECEIVED CITY OF TUKWILA APR 222016 PERMIT CENTER ACOFFMAN NGINEERS 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING creativity I results I relationships CURRENT REVISION 28805 SYMBOL G DATE 04.20.16 TITLE STRUCTURAL MASTER UPGRADE HIGH -BAY HVAC BUILDING 14-01 THOMPSON, WA SHEET S568 JOB NO. 28805 COMP NO. DWG NO. 14-01-S568 SYM TO PLATFORM 2'-0" OO GUARDRAIL SEE G/5569 1 TO WALKWAY 1 341'0 RND TYP 0 NOTE: GRIND SMOOTH ALL CORNERS. COAT RUNGS W/ SKID RESISTANT PAINT. LA»H AT A U-16 PLATO v 1 TO PLATFORM 7„ C12 SEE MECH %6N L PL1"x3" PLY"x4"xAS REQD 6V LADDER TO PLATFORM CONNECTION SECTION A -A GUARDRAIL SEE G/5569 <3—SIDES PLY "x3" PLY"x3"xAS REQD 316 %6 GUARDRAIL TO LADDER CONNECTION SECTION B -B 3 -SIDES SCALE: 1 "=1'-0" (E) SUB-PURLIN TYP (2) #12 SCREWS EA SUB-PURLIN TYP SECTIO \ 3'-6" VIE AT W8 -C8 CO \ \ ECTI O \ SCALE: 1'=1'-0" RFS163T S569 TO AHU PLATFORMS SEE MECH CONT TOE PLYx4" �a III' 1" /2" STD PIPE POST 4'-0" OC MAX 1Y STD PIPE O' CROSSING BARS TYP CLR TOS SEE PLAN (E) W18 OR (E) W10 SEE PLAN (%6) c AHU CHANNEL BY OTHERS De - 3%6 V GUAAIL AT PLATFOk' DETAIL SCALE: 1 "=1 -0" REVISION BY APPROVED DATE SYM (/-G� S454�S569 REVISION 3EAv ,, TC 3EA v 3DLTED CO " 1 S454 S569 \NECTION SCALE: 1' =1'-0" BY APPROVED DATE ORIG UPGRADE HIGH -BAY HVAC 28805 CEI E0 04.20.16 RFS163T S569 - Q�BOE/NGS L 2O'-0" MAX SEAL WELDTYP T&B TYP Y4 V TYP> ;6V W12 TRUSS TOP CHORD SECTIO\ AT LATERAL DUCT SUPPORT HVAC DUCT- DIMS VARY - SEE MECH HSS6x4x3/8 LSV HSS4x4x3/ POST W/ CAP PLYx4Yx TYP L W12 TRUSS TOP CHORD 516" 0 MIN AIRCRAFT CABLE L4x4xY4x3" W/ (4) Y-20 SS SCREWS INTO HSS & (4) #12 SS SCREWS INTO MECH DUCT PLYx2Yx21 W/ 341'0 HOLE CENTERED, TYP Y, V <1113 s TO ROOF B SCALE: 1' =1'-0" W14 SEE PLAN 316 STIF PL% NS/FS STIF PL% EA SIDE (E) W12 TRUSS BOT CHORD SEE PLAN Y Y i6 %6 SEAM TC 3EAv 3E/1\G C SCALE: 1' =1'-0" ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE DRAWN CEI CHECKED R. REEVES ENGINEER K. WANG CHECKED E. OJALA APPROVED APPROVED 3 SIDES TYP 3 SIDES TYP \ ECTI 0 \ �E1 S45�569 blk)- Ow 9 DATE 04.20.16 04.20.16 04.20.16 04.20.16 SUBTITLE AHU P_ATFOv RFM13,RFS163TIS569 AHU CHANNEL BY OTHERS 3-24 12" CONT AT ENDS WF BEAM SEE PLAN CO \ \ ECTI O \ SCALE: 1 "=1'-0" NOV 1 e 201B REVIEWED FOR CODE COMPLIANCE APPRO QED. MAY 172016 City of Tukwila BUILDING DIVISION SECTIO\ � S454IS569 COFFMANNGINE ERS 1601 Fifth Avenue, Suite 900 I Seattle, WA 98101 ph 206.623.0717 I fax 206.624.3775 coffman.com LASTING crea}TY OF TUKWILA R,gj)VED 100% SUBMITTALAPR222OlBq ISSUE FOR PERMIT MISCELLANEOUS SECTIONS & DETAILS CURRENT REVISION 28805 SYMBOL° SIG DATE 04.20.16 TITLE UPGRADE HIGH -BAY HVAC BUILDING 14-01 STRUCTURAL MASTER THOMPSON, WA SHEET S569 JOB NO. 28805 COMP NO. DWG NO. 14-01-S569