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HomeMy WebLinkAboutPermit M96-0112 - RIVERFRONT TECHNICAL PARK1ZdVEPERQMT 1EC4'N I CP.L fl1/4Rh City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: M96 -0112 Type: B- MECHAN Category: NRES Address: 2811 S 102 ST Location: Parcel #: 042304 -9186 Contractor License No: MCKIN * *372N0 TENANT RIVERFRONT TECHNICAL PARK 2811 S 102 ST, TUKWILA, WA OWNER SABEY CORPORATION Phone: (206)281 -8700 PO BOX 9847, SEATTLE WA 98109 CONTRACTOR MCKINSTRY COMPANY Phone: 206 762 -3311 5005 THIRD AVENUE SOUTH, PO BOX. 24567, SEATTLE WA 98134 CONTACT PHIL BIRK Phone: 206 281 -4200 101 ELLIOTT AVENUE W #400, SEATTLE, WA 9 ******************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: INSTALL NEW CHILLER, COOLING TOWER, AND REVISE HVAC SYSTEM SERVING NEW ENTRY. UMC Edition: 275000 ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ..ES ...s.-...... TALAJIL-- 10-2_9-1(0 Perms Center Authorized Signature Date MECHANICAL PERMIT (206) 431 -3670 Status: ISSUED Issued: 10/29/1996 Expires: 04/27/1997 Valuation: .00 Total Permit Fee: 58.13 I hereby certify that I have.read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this building permit. _ S ignature:_( _._L Date: /112 __ .m Print Name:_ . j A . _ 2E !(_ Title: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Address: 2811 S 102 ST Permit No: M96 -0112 Suite,. Tenant: RIVERFRONT TECHNICAL PARK Status: ISSUED Type: B- MECHAN Applied: 08/28/1996 Parcel #: 042304 -9186 Issued: 10/29/1996 kk****• kk• k*** k• k• k***• k*• k• kk• kk• h• k*** •k•k•kk **A k•k'Ak•kk•kk * Permit Conditions 1. No changes will be made to the plans unless approved by the Architect or Engineer and the..Tukwila Building Division. 2 All permits, inspection'recordS, and' epprov,ed plans shall be available at the .job s site prior to, the of any con- struction, These ;.documents . are to maintained and avail- able until final inspection approval is granted 3. All construction to be''done in conformance with approved plans and,requirements. of the Uniform Building Code '.(1994 Edition) as'`a,mended, Uniform {S Mechanical Code (1994 Edition), and Washington State Energy Code (1994 Edition): 4. Validity, of Permit. The issuance of a permit or approval of plans s pecifications, and computations shall not be con str ued to "b,e a permit for, or an approval of, any vi,olati'on' of any of the provisions of the = building code or of any other ,`ordinance of the jurisdiction. No permit presuming t give':authority to violate or;cancel "the pr�ovisions'of,:t,his code`; sha li be'. valid' S. MANUFACTURERS; INSTALLATION ! INSTRUCTI,ONS REQUIRED OW SITE FOR ;THE BUILDING INS PECTORS`:REVIEW. e 6. Part=ition to`,ceiling grid.: must be laterally C ; . braced 11f over eight- (8) f et" length. Re'ayI l accessible'`,access,ti ri y r' aot muunted equipnr�ntis required..; ::... ,..:� Pro ec t Name/Tenant: — t .0. j1► - 4 1,G. ? �V- Description of work to be done: i t-`pTA.c.c.. s...1.451.0 cAMLuta fL r `t1 TO1,4, I 0.... 4, tzeme ikvr4-c 4•'"N' rovv'+ -- & •v'- WO Cr. I..l tdt.a t L `N-1: t..•`'• Value of Constru cx Site Address: : L i 1a City State /Zip: 1�2 ( -EP 'Ctt � i.DA 48 t La Tax P rcel Number: D e9 3 6 of — 9/ 6 1a Property Owner: a � 1- 0 Phone: 2 �(' - '�7 0 0 Street Address: City State /Zip: 1 t E3U.4t t 14 • A �3 m t.) 9eAtct Fax #: z8' - Cl Contact Person : ?t L. Ei2 Phone: 2 EA _ 4 24v Street Address: City State/Zip: : J 11-.4 Ati �a "c , �'3a c. ' r 4.1 i� Fax #: 2 6t — 0 .__4. Contractor: Phone: . 14,2. ,,� ` ( r 5ddr /tf3 � C 1.4t‘ t1y Zip: Fax #: 1�,� �(0Z Architect: Phone: Street Address: 101 t....<..r c�-r -r e w4 City State /Zip: 18 It 9 - Fax #: 2 ra - tie? 51 - Phone: Engineer: Street Address: Ito S^ 'p 6- s , es--s& -s& C�.+C W A 4yStlp: Fax #: ��2 -V024 MISCELLANEOUS PERMIT REVIEW AND APPROVAL REQUESTED: (TO BE FILLED OUT BY APPLICANT) Description of work to be done: i t-`pTA.c.c.. s...1.451.0 cAMLuta fL r `t1 TO1,4, I 0.... 4, tzeme ikvr4-c 4•'"N' rovv'+ -- & •v'- WO Cr. I..l tdt.a t L `N-1: t..•`'• Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no Attach list of materials and storage location on se • arate 8 1/2 X 11 • a • or indicatin • • uantit /es & Material Safet Data Sheets ■ Above Ground Tanks ■ Antennas /Satellite Dishes ■ Bulkhead/Docks ■ Commercial Reroof ❑ Demolition ❑ Fence in Mechanical ❑ Manufactured Housing - Replacement only CI Parking Lots ❑ Retaining Walls Cl Temporary Pedestrian Protection/Exit Systems ❑ Temporary Facilities ❑ Tree Cutting MONTHLY SERVICE BILLINGS TO: Name: , Phone: Address: City /State /Zip: 0 Water 0 Sewer 0 Metro 0 Standby CITY OF rIKWILA Permit Center` 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Fe ' STAFF USE ONLY Project Number: f Re . ( o — 017) Permit Number: Miscellaneous Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR MISCELLANEOUS PUBLIC WORKS PERMITS ❑ Channelization/Striping ❑ Flood Control Zone ❑ Landscape Irrigation ❑ Storm Drainage ❑ Water Meter /Exempt # ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. ft.grading/clearing ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only Size(s): Size(s): Size(s): Est. quantity: gal Schedule: ❑ Moving Oversized Load/Hauling WATER METER DEPOSIT /REFUND BILLING: Name: Address: Phone: City /State /Zip: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Dale application accepted: MISCPMT.DOC 7/10/96 q Date application expires: )cyqq Application tcep -¢y: (initials) BUILDING OWNER OR AUTHORIZED AGENT: SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR Above Ground Tanks/Water Tanks - Supported directly :upon 'grade exceeding 5,000 gallons and a ratio of height to diameter or width which exceeds 2:1 PERMIT REVIEW Submit checklist No: M -9 Signature: Yr �Tl'�k — Antennas /Satellite Dishes �, , I Date: J ` 7 .. 74., /l t Print name`_l�� - }4O1'Y j r C - a c 6 , . ) Phone: Fax #: Address: X , , r ��� -7 0 Demolition Submit checklist . No:. M-3 M -3a. City /State /Zip: e ALL MISCELLANEOUS P IT APPLICATIONS MUST BE SUB ED WITH THE FOLLOWING: ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED ➢ ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT ➢ STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER ➢ CIVIUSITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer,' -or, contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. ! HEREBY CERTIFY THAT ! HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. MISCPMT.DOC 7/10/96 SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR Above Ground Tanks/Water Tanks - Supported directly :upon 'grade exceeding 5,000 gallons and a ratio of height to diameter or width which exceeds 2:1 PERMIT REVIEW Submit checklist No: M -9 0 Antennas /Satellite Dishes Submit checklist No: M -1 in Awnings /Canopies - No signage Commercial Tenant Improvement Permit • in Bulkhead/Dock Submit checklist. No: M -10 0 Commercial Reroof Submit checklist No: M -6 0 Demolition Submit checklist . No:. M-3 M -3a. 0 Fences - Over 6 feet in Height Submit checklist No: M -9 0 Land Altering/Grading /Preloads Submit checklist . No: M - 2 fJ Loading Docks Commercial Tenant Improvement Permit. Submit checklist No:.H -17 Lam/ Mechanical (Residential & Commercial) Submit checklist No. M -8, Residential only - H -6, H -16 Miscellaneous Public Works Permits Submit checklist No: H - 9 in Manufactured Housing (RED INSIGNIA ONLY) Submit checklist No: M - 5. 0 Moving Oversized Load/Hauling Submit checklist .: No: M - in Parking Lots Submit checklist No: M -4 ri Residential Reroof - Exempt with following exception: If roof structure , to be repaired or replaced . - Residential Building Permit Submit checklist No: M -6, in Retaining Walls - Over 4 feet in height Submit checklist No: M-1 . Temporary Facilities Submit checklist ' No: M -7 71 Temporary Pedestrian Protection/Exit Systems . Submit checklist No: M -4 O Tree Cutting Submit checklist. No:. M ALL MISCELLANEOUS P IT APPLICATIONS MUST BE SUB ED WITH THE FOLLOWING: ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED ➢ ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT ➢ STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER ➢ CIVIUSITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) Copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer,' -or, contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. ! HEREBY CERTIFY THAT ! HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. MISCPMT.DOC 7/10/96 Account Code Description 000/322.100 MECHANICAL - NONRES 4 • N't• * it • lekt lir * !it ".EA it:Alleirk** . •******-A741 1 •101-4.*•.A*****Irsk-orls*-AA—le**tit, — TRANSMIT': CITY OF TUKWILA. WA IticAtickk/1******A**k*.kith *AA. *feet* Or • *Ick•kicA• 4 •5•A•klirtielt*A•IrAkk•kkA*AirkA4f TRANSMIT Number: R9600503 Amount: 56.13 10/29/96 12:02 Payment Method: CHECK Notation: McKINSTRY CO Init: SMC Permit No M96-0112 Type: B-MECHAN MECHANICAL PERMIT Parcel No: 042304-9166 Site Address: 2811 S. 102 ST Total Fees: 58.13 This Payment 56.13 Total ALL Pmts: 56.13 Balance: A*******AA*****Il**********A*0**4*AA****A**A***tl******4****i*t%A*14 Account Code Description Amount 000/345.830 PLAN CHECK - NONRES 11.63 000/322.100 MECHANICAL - NONRES 46.50 4385 10/29 9617 TOTAL 58.13 .4********4(*******h* * Gi CITY OF TUKWILAc' WA (0 (41:2 TRAN9MIT ***k****************** *** A4***** h** ******k**N***k*A*40t******k*A*** TRANSMIT NUmberlR9700529 Amount: 21.00 01/13/97 12:1.8 Payment Method: CHECK Notation: MCKINSTRY . ' Init: SMC Permit No: M96-0112 Type: B-MECHAN MECHANICAL PERMIT Parcel No: 042304-9186 Site Address: 2811 S 102 ST Total Fees: 79.13 This Payment , 21.00, Total ALL Pmts: 79.13 Balance: -• .00 k***************0%****************************A********4.**** Amount 21.00 6400 01/13 9617 TOTAL 21.00 . ity of Tukwila : •,; , ••.• thorizetikSignature' r I , • • ' , • : . • i • 7 .t .„ tt • , ' • . ••• I.• • • 'mil FINALAPP . - ••• FireiDepartment . • 1, ; , ..! ; ;•, I .1 , : 11 i, ••• : • 1 . ', , :, ' I. . I* • ' . - ; : '' •';',": , , I • 1! . . ' ,,.. 1 . ,:.' ' • 1:, . ., .:, . ...... . . * 41 • •.''''' It I I';;Ii■ ■ ■ . ,■ , I * • • . • *,4*.,, . * l *. I: I :I * . ' t * , ....i ' ' , * .., I; •II :. , FIRE DEPARTMENT : '..-'., i , t '' ,. .1. " -; *•, ::. : •,; ' ''' ' ' : ;FINAL APPROVAL FORM' ''.• i •',... ', .. • • i.....'; . • T ,v.:!::: • ;;:;:y•' ..„ : . . ,, ::::,1,•.. ' ;,",i .• , ii!! ' : • 1: • . ., :ii :...., ::: . • ; ''' M'Cito -....... ' ;I:. :0' I It'.• :; • i • i , • 1 Permit No. .....›t: , 1 ,, , ,,, : ,: iy ,,,, : , ; : : • , , fi ••• ,:,.. i':!'. ' '1 f : ' . ' 1 ' . . : I I : . rOjct Nme a 1■3 tr ''qs:iIts* 773 c‘-, 1-1, 1 cp.„L •c\c-k., : , Address , a. .',\\ii ..‹): Ib'A, Sr • ; . I. • ii ; • • II I etSirr':ctirrent inspection schedule • , ; •• tNeedeGshift inspection , 'Sprinklers Fire !Alarm iHd Duct ionit or : ' re 2 Fi re : ", Permits: h , • I; q i'• • • • • , 1 1 „1 :• • . • i; ' • If • .1: .. . John W Rants t mayor. II : • .,, I • • • .`.. _ • P.' • „ •,. ,. ' •„.•?:. Thomas P. Keefe, FfteChtel. ..:, li , • : • • • .,.. ,... ,,,„ .. • • , . •w : • ,,, : ,..: 11' ' .:, • •1 .. ,,,,,.. ,:, , i.:f;, „ ....,,,„ •.,...,1, • ,, H.v . 1 i:; •1 •'!•• , :,• • Suite # •: • • ',II!: • , • .; T D For111 • • StationP444 Andover ParkRast • .Thkuilla. WathInpron OR1RR ..• - 12Mr • 1911A1 C7CL4A2t) Project: Type of inspec h: Address: Z &II / UZ SS- Date called: (/30 Special instructions: Date wanted: 5 // / qi 7 a.m p.m. Requester: 4 Phone No.: 70 4 / INSPECTION RECORD Retain a copy with permit PM 1P- o 1 1 2 - -- INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 // Approved per applicable codes. COMMENTS: Inspector: Date: S Date: PERMIT NO 2 ) 431 -3670 Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule relnspection. Receipt No.: {° • TE04. rA� Type of Inspectionr tom_ _ - iMr'ss3 'OZ 67 _ Date called: 2 "1 ^ 9 7 Special instructions: Date wanted� a.m. G- — �J' � p.m. Re fL Bo `i A Phone No.:- - - L) 1 s I Receipt No.: ' INSPECTION RECORD Retain a copy with permit INSPECT! • NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 Approved per applicable codes. FKCorrections required prior to approval. COMMENTS: Date: 2 (1 5 ) l � $42.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: 4 Type of inspection: Address: Date called: (l f l Special instructions: 1 .�� Date wanted: 11.0)9(, ���� 1 �-c— a.m. (D_ Req uester: Phone No.: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. 6,\ GT U -Oil 2 _-- PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: CSC 1 t- t.J�'1L P ra> ∎ km: t ey.1Qr r7 . Inspector: Date; / f c l $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project:r7 i `' (3 „ S ri Type of specti �� 1 Address, l , 1 0 2 ... Date called: , Special instructions: �, I '21 / wanted:, 2,, t Y tcl a.r ,� Requester: , 5 Phone No.: 1 ( Pei , , w ( z4 4 . 9 rig Approved / per applicable codes. I J Corrections required prior to approval. C• k MENTS: n Inspector: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, tee must . be aid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: i,.•ject: t 1 ,'. r it . Yk F-Vetcr (f . -- Address: ,.... s O f -Sort > -- �' s .A , Q 'in Is , 'A ,- o 5 -- it cA rl ( 4m, cm i_E LAr-. ' 1 P ( t z v, c 1`t+s•E" f4;;;7. G o AA-N o-0.,.- pot r► A I;F-c"c11 IV v Fr JLE !1-1 Dfr P ..- W c ice.) OS , 7 ues er: I. � V t , rs, . i,.•ject: t 1 ,'. r it . Yk ype of insp :cti •n: f • [ = :�•.� *urMoLt 4 14011 Address: ,.... s O n� 01 Dat;'cal =d: 6 ' 9 c Special instructions: • Date wan = ues er: I. � V INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Approved &pplicable codes. [Corrections required prior to approval. Inspector: Date: /0/34 g I $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: ✓ V Working Drawings Floor plan V System layout Elevations (for roof mounted equipment) and proposed screening e, P++'.' o`er' fiSat' R w� t 'T '� � - "il,� _02,4, V Heat Loss Calculations Roof plan required to identify individual equipment and the location of each installation (Uniform Mechanical Code 504(e)) /q't c[ U nA - 5 G ?4el, s rai Tisult 5ot2aleS E3L S. H.V.A.C. over 2,000 CFM (approximately 5 ton and larger) must be provided with smoke detection shut -off and will be routed to the Fire Prevention division for additional comments, code section Uniform Mechanical code 1009. 094 9L/ c nic ..ac. 69Og Provide 2 sets of manufacturer's installation instructions ✓ V the Document Requirements Documentation or specifications must be provided to show that replacement equipment complies with efficiency ratings and other applicable requirements of the Washington State Nonresidential Energy Code, Structural engineer's analysis is required to replace existing roof equipment weighing 400 pounds and greater (Uniform Mechanical Code Section 2336(a)) a 1 1Crut Ow&r. pdsibtirr +i C3—%-e Water heaters and vents are included in the UMC - please include any water heaters or vents being installed or replaced. Structural calculations stamped by a Washington State licensed Structural Engineer shall be required if structural work is to be done Sea 4sva.temon. . tux,. ?scum,* * $— ci(,- 02 -04. . • Number of units Provide 2 sets of manufacturer's installation instructions ✓ Working Drawings On 8 1/2 x 11 sheet of paper include the following: Narrative of work to be done (i.e., changeout, replace existing equipment, modifications, etc.) • Type of unit being installed • Rating /Size . • Number of units Provide 2 sets of manufacturer's installation instructions Note: Water heaters and vents,are included in the Uniform Mechanical Code - please include any water heaters or vents being Installed or replaced CITY OF iJKWILA Permit Center M-8 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Submittal Checklist Miscellaneous Permits MECHANICAL PERMIT COMMERCIAL: Five complete sets /of drawings and attachments required with application submittal RESIDENTIAL: Four complete sets of drawings and attachments required with application submittal Space Heat Type ■ Electric Resistance ISI All Other Date Glazing Area Calculation - Total Glazing Area (rough opening) (vertical & overhd) divided by Wall Area times 100 equals % Glazing 6„530 — 45,237 X 100 = 14.4% Concrete Masonry Option meets all requirements for the Concrele/Masonry Option. Seo requirements for each qualifying assembly in the table below. III Chock here if using this option an if project Decision Flowchart for qualifications, Enter Project Info Project Address: 10710 West Marginal South Date 07 -11 -1996 Seattle, WA (fl -O l h- 98168 Applicant Name: Applicant Address: 201 Elliott Ave., West Suite 330 Applicant Phone: (206) 281 - 8700 Notes: • . ti • 1994 Washington State Nonresidential Energy code Compliance Forms Envelope Requirements (enter values as applicable) Fully heated /cooled space Minimum Insulation R- values Roofs Over Attic All Other Roofs Opaque Walls Below Grade Walls Floors Over Unconditioned Space Slabs -On -Grade Radiant Floors Opaque Doors Vertical Glazing Overhead Glazing Maximum U- factors Maximum SHGC (or SC) Vertical /Overhead Glazing Seml- heated space' Minimum Insulation R- values Roofs Over Seml- Heated Spaces' Envelope Summary Climate Zone 'I ENV -SUM April, 1994 Project Description 0 New Building 0 Addition Cg Alteration 0 Change of Use Compliance Option 0 Prescriptive El Component Performance (See Decision Flowchart for qualifications) ❑ ENVSTD 0 Systems Analysis Opaque Concrete /Masonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete /Masonry Option, list walls with HC >= 9.0 Btu /ft -F below (other wall must meet Opaque Wall requirements). Use descriptions and values from Table 20 -5b in the code Wall Description (including Insulation R -value & position) U- factor RECEIVED CITY OF TUKWILA AUG 2 8 1996 PERMIT CENTER Vertical Glazing . List components by assembly ID & page # Proposed SHGC SHGC• Area (A) = SHGC x A Target SHGC SHGC• Area (A) = SHGC x A Target SHGC Area (A) = SHGC x A .45 6,530 2,939 1.00 6,530 6,530 Glazing % Electric Resist. Other Heating 0 -20% 1.00 1.00 >20 -30% not allowed 0.65 >30.40% not allowed 0.45 (see Table 13 -1 for Conc/Masonry values) Totals 6,530 2,939 Totals 6,530 6,530 Overhead Glazing List components by assembly ID & page # Proposed SHGC SHGC• Area (A) = SHGC x A SHGC• Target SHGC Area (A) = SHGC x A 1.00 Glazing % Electric Resist. Other Heating 0 -20% 1.00 1.00 >20 -30% not allowed 0.65 >30.40% not allowed 0.45 (see Table 13-1 for Conc /Masonry values) Totals Totals _J • Envelope SHGC Calculations Climate Zone 1 ENV -SHGC 1994 Washington State Nonresidential Energy code Compliance Forms Apr 1, 1994 Envelope Summary (back) Climate Zone 1 ENV -SUM 1994 Washington State Nonresidential Energy code Compliance Forms Concrete /Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy. Tag HC Area (sf) Totals Area weighted HC: divide total of (HC x area) by Total Area HC x Area April, 1994 if the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. "For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 2009 1 Project Address 10710 West Marginal South, Seattle, WA 98168 • Date 07 -11 -1996 Space Heat Type • Electric Resistance ►'_ All Other For Building Department Use Glazing Area 14 % Concrete/Masonry Option • Yes ® No Notes: If glazing area exceeds maximum allowed In Table, then calculate adjusted areas on back (over). Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table '13 -2 for correct ( Concrete /Masonry Option Is used, values. Building Component List components by assembly ID & page # Plan ID! Location Proposed UA U- factor x Area = UA Target UA U- factor x Area = UA C9 rQN_ZC7 >w —UQ • 'Double glass,•I/2 in. argon space, a -0.40 0.560 6,530 3,657 0.900 6,530 5,877 Glazing % Electric Resist. Other Heating 0 -15% 0.40 0.90 .- 0.75 >15% -20% 0.40 >20% -30% not allowed 0.60 >30% -40% not allowed 0.50 (see Table 13.1 for Conc /Masonry values) 0-1<N—Z0 1.450 Glazing % Electric Resist. Other Heating 0 -15% 0.80 1.45 0.80 1.40 >20% -30% not allowed 1.30 >30% -40% not allowed 1.25 (see Table 13-1 for Conc /Masonry values) • OOOK Oa <O 7 w 0.600 Electric Resist. Other Heating 0.60 0.60 ONU= m • 0.036 Electric Resist. Other Heating 0.031 0.036 mO °v.-SW= 9.21 Rigid on Roof Deel; (fable 20.7,1994 WSEC) 0.045 0.045 171,815 7,732 0050 171,815 8,591 Electric Resist. Other Heating 0.034 0.050 . QJ J fA 0a.< w 2x4 hid Stud,R• I 1 Batt, 24 in o.e.(rable 20•51,199.1 NREC) 0.13 0.130 38,707 5,032 0140 38,707 3,419 Electric Resist. Other Heating Ordinary 0.062 0.14 Metal stud 0.11 0.14 Concrete (interior) 0.19 0,19 Concrete (other) 0.25 0.25 E R w 1 WALLS . • 0.140 • Electric Resist. Other Heating 0.062 0.14 0.11 0.14 u. jOO ui WXMO WO 0.056 Electric Resist. Other Heating 0.029 0.056 au¢m .Oz R•5 4 Ft Vertical (or Horiz. w/r.B.) 0.54 0.540 1,104 . 596 0.5.10 1,104 596 Electric Resist. Other Heating F= 0.54 F: 0.54 (see Table 13.1 for radiant floor values 218,156 17,017 218,156 20,43 1994 Washington State Nonresidential Energy code Compliance Forms Envelope UA Calculations Climate Zone 1 ENV -UA April, 1994 Building Geometry` Area Takeoffs 0 Manual 0 Automated Climate Zone Q Zone 1 • 0 Zone 2 - Wall Construction () Metal Studs /Girts O Wood Framing 0 Masonry -Int. Ins Q Masonry -Ext. Ins. Component `F(._,.osed Building Attic Roof Skylight Other Roof Window Door Wall B.G. Wall Floor 0 Slab ® It Glass Area 0 171815 6530 38707 1104 14.41 - Heating Fuel 'Overall Proposed 0 Electric 0 Other SC or Heat U/F Capacity .045 .1) UAp SHGC Heat Capacity [ 1 1.3 I l 1 I 17,016.5) .45 DI - Target (ling Area U/F 0 171815 6530 38707 1104 14.4 .036 1.45 .05 .90 .60 .14 .14 .056 .54 Overall Target UA t SHGC 1 20482.91 1.001 Building Complies! CITY Or TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: 0- PL4N CHECK/PERMIT NUMBER: m 9 ( -- 0 I PROJECT NAME: NPR F Arr NI C AL PANG PROJECT ADDRESS: v� 5.' l I S , I ` S 7 ./�rrL C-r 14. CONTACT PERSON: V-0 r � U A AS CI-4 (A. , SP- PHONE: '76 - / I SUBMITTED TO: �31(� PFEi SHEET NUMBER(S) { - ' ^VLSQ. r Pl "Cloud" or highlight all area of revisions and date revisions. CIA'? ApROV A Jo 7 06 C.. L\J Q d Ron Vancilo (LQ M.es' R,Q,c) 1 o1lar) . th 1 1_I ) C - J2A 1 < 1 D 11-xV oyy Ric) 11011c11. RECEIVED CITY OF TUKWILA DEC 3 1 1996 PERMIT CENTER REVISION SUMMARY: ut.Lr1/N� �.� ( of -S / rw rvv1W a ;,-n�NC DIVISION ... 3/19/96 DATE: /9,— P..- 9 (e • i CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98488 Telephone: (206) 431 -3670 PROJECT NAME: /RI FR a NICnil. PACAf • • • • CITY OF TUKWILA OVED RECEIVED CITY OF TUKWILA DEC 0 2 1996 PERMIT CENTER REVISION SUBMITTAL PLAN CHECK/PERMIT NUMBER: j� PROJECT ADDRESS: a.8 •D-T' /0 2TR ER.; i'ti-,K )1C./3 �,q kf 4r Klss a CONTACT PERSON: Jo hti // C h Z S PHONE: - 767 - 6 .(/ REVISION SUMMARY: 4)( 11L4 S i F/-L5 A- Di 1 T /O' A pGJT i40usc., ►o.11,_f)IN( DIVISi(T`' SHEET NUMBER(S) Y C-4. Le (...M7(> v 3o t ov z$ Y 8e-r3 4 S1 dtaA- "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: 10/08/96 16 :47 TX /RX NO.1475 P.003 3118/98 • z NORTHWEST H WEST RIVERFRONT TECHNICAL PARK EXHAUST FAN ADDITION - PENTHOUSE ROOF SEATTLE, WASHINGTON STRUCTURAL CALCULATIONS DRAWING SHEETS #1 - 13 CALCS SHEETS #C1 - C15 November 15, 1996 ENW Job No. 96093000 CODE: 1994 UBC WIND: 80 MPH, EXPOSURE C SEISMIC ZONE: 3 RECEIVED CITY OF TUKWILA DEC 0 2 1996 PERMIT CENTER ENGINEERS NORTHWEST, INC. RS. - CONSULTING ENGINEERS 6869 WOODLAWN AVENUE N.E. SEATTLE, WA 98115 (206) 5254560 FAX (2961 522-6898 [EXPIRES 11/12/ 9$r Joe No. SUBJECT ENGINEERS- NORTHWEST INC. P.S. - 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 -6698 'PENTKO JOB NAME 'RIVE(2F(ZAr,Jr - rrclu PARK DATE 9(0 RooF FgrOlt' PI-Mk) SHEET OF 13 BY PY— ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 -1206)525-7560 - FAX # (206) 522 -6698 Joe No SUBJECT Joe NAME KNVEAC VIZOi PE&A - R 0 U sE, ro►o'F PLAN ( PA QTIAL, U. Eocr 2 ' 4 4' e�L1 4E X1tT. G'4 X30 GL- PA RTIAL re : . OOF FR wog, P/,-F40 I. 1/ . W z' 0 M DATE SHEET BY 17 il- 1q-9lo O F21__ D w 5 � ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 -6698 • JOB No. SUBJECT KCDF fJN JOB NAME RIVrgrAl+.x BY 0 -11- Cgo DATE SHEET 3- OF 13 - 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6698 .JOB No. Jos NAME elVFOr-Rakir SUBJECT g crItik) ENGINEERS— NORTHWEST INC. P. S. , J PV" tt U) S ,c12. i1111012 G113 DATE 1)-11-la SHEET, 4 1 OF 1 BY PK X / 1'. sTr4VP PE¢ SEcrioto . ENGINEERS - NORTHWEST INC. P.S: - 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522-6698 • Joe No. Joe NAME 12IVEATAKl' SUBJECT 5E'c.mtvo L t,uRei uuJ 16d -rOENAJL e 17. ER. S►oE 5 Ec -TIUN.) lo ALL 5 of 13 BY n K DATE SHEET NEW Ex AAUAT FAA) PEt2 ENGINEERS- NORTHWEST INC: RS. 6869 WOODLAWN AVE. N.E. - SUITE 205 -: SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 -6698 Joe No SUBJECT SE:TtbY 3 JOB NAME RIVEZ/Fera&X_ DATE II- 19 Husy$ HNGg. - ti 4 @ ER wub sec.ro+v 3 BY "( 1 1 x I b C.(,t.$ SHEET a OF 13 • NEtu St. /5 648 Joe No.. JOB NAME givetzcgoz- DATE II SUBJECT 5 ECTI 0,0 SHEET-2-OF 13 BY ENGINEERS-NORTHWEST INC. P.S. • 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6698 Joe No SUBJECT S F J 5 ENGINEERS- NORTHWEST INC. P.S - 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 JOB NAME IQIVV'Z,DAr ivew Sa x15 6)...1 F'KN HNGF SFc- ibYU S 10 d e e rxtvr 91 DATE 11-141-/L SHEET 1 OF (3 BY a. ENGINEERS — NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 -6698 '! O -JOB No .JOB NAME 1 V m— DATE SUBJECT S F-GT10%) 6 SHEET 'f OF 13 O a ,. 3z i '` GoN'T . IrTTL- --� 5TPAP PEtz- crow) p Pa / 0 L.iG so /2 "L' G L S (3>='Vb )P XC, R1..K (A Low,' W / KERoFt) 2 CPX P!-YW OO D E SJPE w/ 10c1 corn ) 2 EUGEs 4. / C' Po S�PPof�S. C STtGGEr: s IPEC 2'`6 @ I6 3 2 ' 6F.ou am 4 / EP On 13 yrorn Y'L Ex tr. G -.6 BY � I'LY S o11) O frosITE C3 LOCK ALL EDGes ENGINEERS INC. P.S. 6869 WOODLAWN AVE. N.E.•- SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 Joe No. SUBJECT 4 OIL 3 z ,c � CO1�T. 5 wi 2 ' Rags Io d e e 't s JOB NAME 5 EGTim 7 Ax6 V1 ve K sc- E TRUSS a NEtA) Px 12 i s DATE 11 " 11 SHEET . 1 0 OF 13 • BY ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (296) 522 -6698 Joe No. SUBJECT 2 I y8 e-ovr, s rA IP pat SFC ?1& P JOB NAME Y 3psY pL t 2- 1"4 I - PG 130 L-TS II I 4, I BASE eL w/ - I "O LNG Bo►-Ts � D I �! t .�/ 3- 2 x 1. s ��- I I 1 G ' I I 1 �� Sx Sx T -� '}I 71-7(-1- y "fb w.T. s. d I. I ... y „ L , Fut'. NT �f =i I •�`'�o EA SIDE tiI I -... 2. DATE 'ii- SHEET r' OF 13 BY I Ss u Y4 it EA. SIDE cy v 60i- V " ao G q3 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115.- (206)525-7560 FAX # (206) 522-6698 • JOB NO. JOB NAME SUBJECT Sre..`ritAk., et 2)46 E A sing ts/ 3/1 ws. e 1 8- EN. sior vTL- 57, C 1 19 , 431 ENGINEERS—NORTHWEST INC. P.S. f1 11- 71 -- ; 0 + . J 10 4 e 119 Tre $ ivEivszo.or ••• 1.; ii IJ A i! I , , V I It II • seentm.) DATE SHEET i OF 13 —4— ' t■ eiN s IDS isR 11 l 1 s hr ENGINEERS - NORTHWEST INC. P.S. - 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 -6698 C - J �`'�VEG6r�x.�r Joe No. JOB NAME SUBJECT SEc`Hnl�l 10 4 • SEcr170. 7 S x S )L ' 46 TS. C . y x 31 GIS DATE 1 SHEET 1 OF 13 BY 9x6, EA SIPE wl h 0 w.T‹, L It YE sz .ripri) F . ENGINEERS-NORTHWEST INC. RS. 6969 WOOpLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (2O6525.7560- FAX W (206) 522-6698 No. JOB NAME •• IlivFltFrArkir SUBJECT SHEET • C• I • OF BY DI( 25- Eels,* 6, 3/ y x 300-8 25-0 DATE .01 bi %. t lu U. t. 41 co. so 0 • ENGINEERS - NORTHWEST INC. P.S. - 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 - 6698 Joe No. JOB NAME RIVelarlokr DATE 11*"4 ■16 SUBJECT SHEET I • Z OF BY b1 5rI J =�s� w = (2 + 2s) = 270 NEW (,t) ° (2o$ -2S) . " 2 ryl 2 2. 6 5�'a Lan- = l,l 1.1 '479 (0 2 card. = ),o r- = y.03 w I 1Q e 3.1; Pa ENGINEERS NORTHWEST INC. 6869 WOODLAWN AVE NE. STE 250 SEATTLE WA 98115 (206) 525 -7560 - FAX (206) 522 -6698 GENERAL TIMBER BEAM DESIGN RIVERFROMT Timber Section Beam Width Beam Depth Lamination Thickness Fb - Bending Fv - Shear Fc - Bearing Uniform Load @ Center Span: LL : 270.0 plf Point Load: LL : 400.0 1 at 2.50 ft Point Load: LL : 400.0 t at 11.50 ft Point Load: LL : 400.0 @ at 20.00 ft Ck :.811 (E /Fb)" 5 Cs : (LeD /9'2) .5 Cf : (12 /d) ".111 20.71 5.79 0.98 APPLIED LOADS SUMMARY USING 5.125 x 15.000 Beam, Bending : 57.82%, Shear : 41.45% Max. Pos Mom @ 12.00 ft: 24.93 k-ft Shear: Max. @ Left Max. Neg Mom @ 0.00 ft: 0.00 k-ft ....used for dsgn : Max @ Left - 0.00 k -ft ....Area Req'd Max @ Right Max. Allow Moment fb : Max. Actual Fb : Allowable 0.00 k-ft Max. @ Right : 43.12 k -ft ....used for dsgn : 1556.7 psi ...Area Req'd : 2692.4 psi fv : Max. Actual : Fv : Allowable - Bearing Req'd @ Left : Bearing Req'd @ Right : BEAM DATA 5:.125x15.0 End Fixity Pin:Pin 5.125 in Elastic Modulus - 1800000 psi - 15.00 in Beam Density - 45.0 pcf - 0.00 in Load Duration Factor : 1.15 - 2400 psi Applied Loads Include Beam Nt. 165 psi End Shear Calc'd at Support 325 psi Date: 11/04/96 SPAN DATA Center Span - Left Cantilever - Right Cantilever - UNBRACED LENGTHS Le : Center Span Le : Left Cant. - Le : Right Cant. - Page: 4.3 25.00 ft 0.00 ft 0.00 ft 2.00 ft 0.00 ft 0.00 ft 4.03 k Reactions... DL Maximum 6.05 k ,Left : 0.00 k 4.03 k 31.87 in2 Right - 0.00 k 3.92 k 3.92k 5.88 k Deflections... 30.98 in2 Center : 0.00 in -1.08 in 78.65 psi ....Dist : 25.00 ft 12.500 ft 189.8 psi ...L /Defl - 0 279 Left - 0.00 in 0.000 in 2.42 in ...L /Defl : 0 0 2.35 in Right : 0.00 in 0.000 in ...L /Defl - 0 0 RIVERFROMT ' ENGINEERS NORTHWEST INC. 6869 WOODLAWN AVE NE. STE 250 • SEATTLE WA 98115 - F ) 525-7560 FAX (206) 2 6698 GENERAL TIMBER BEAM DESIGN Timber Section Beam Width Beam Depth Lamination Thickness Fb - Bending Fv - Shear Fc - Bearing Uniform Load @ Center Span: LL = 210.0 plf Point load: LL : 400.0 1 at 18,00 ft USING 5.125 x 15.000 Beam, Max. Pos Mom @ 12.90 ft: Max. Neg Mom @ 0.00 ft: Max @ left Max @ Right Max. Allow Moment fb : Max. Actual Fb : Allowable Ck :.811(EIFb)" 5 Cs : (LeD//B 2 ) .5 Cf : (12 /d) ".111 BEAM DATA &.125x15.0 End Fixity Pin :Pin 5.125 in Elastic Modulus 1800000 psi 15.00 in Beam Density : 45.0 pcf 1.50 in Load Duration Factor : 1.15 2400 psi Applied Loads Include Beam Wt. 165 psi End Shear Calc'd at Support 325 psi ft 0.00 k-ft 43.12 k-ft 1405.9 psi 2692.4 psi 20.71 5.79 0.98 APPLIED LOADS SUMMARY Bending : 52.22 %, Shear : 37.67% 22.52 k-ft Shear: Max. @ Left - 0,00 k-ft ....used for dsgn 0.00 k -ft ...,Area Req'd Max. @ Right - ....used for dsgn : .Area Req'd fv : Max, Actual - Fv : Allowable Bearing Req'd @ Left Bearing Req'd @ Right Date: 11/04/96 Page: c 1 1 SPAN DATA Center Span : .25.00 ft Left Cantilever : 0.00 ft Right Cantilever 0.00 ft UMBRACED LENGTHS Is : Center Span • 2.00 ft Le : Left Cant. : 0.00 ft Le : Right Cant. - 0.00 ft 3.49 k Reactions... DL Maximum 5.23 k Left - 0.00 k 3.49 k 27.57 in2 Right - 0.00 k 3.66 k 3.66 k 5.49 k Deflections... 28.96 in2 Center - 0.00 in -0.98 in 71.47 psi ....Dist : 25.00 ft 12.600 ft 189.8 psi .. L /Defl - 0 306 Left : 0.00 in 0.000 in 2.09 in ...L /Oefl - 0 0 2.20 in Right - 0.00 in 0.000 in ...L /Defl : 0 0 Joe No. JOB NAME XlVeieVe4 ENGINEERS-- NORTHWEST INC. P.S. • 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 • (206)525-7560 - FAX # (206) 522 -6698 SUBJECT Pet ST. Gieoff- srAru =3ca 1P, (11+,5) 8 5 m= ti 6 '3D ox r 2 : (.o3 ,c2)* (.2,4 ' 1. NCB 3c," 2 + 0,4 ; 7.74 9.0 DATE SHEET G S OF BY 10 • ' ENGINEERS NORTHWEST INC. 6869 WOODLAWN AVE NE. STE 250 SEATTLE WA 98115 (206) 525 -7560 FAX (206) 522 -6698 GENERAL TIMBER BEAM DESIGN RIVERFROMT BEAN DATA Timber Section Bead Width Beam Depth Lamination Thickness Fb - Bending Fv - Shear Fc - Bearing Ck = .811(E /Fb)".5 Cs : LeD /B "2) .5 Cf = 12 /d) ".111 6.75x30.0 End Fixity Pin:Pin 6.750 in Elastic Modulus - 1800000 psi Beam Density : 45.0 pcf Load Duration Factor : 1.15 Applied loads Include Beam Wt. End Shear Calc'd @ 'd' distance 30.00 in 1.50 in • 2400 psi • 165 psi 325 psi 20.71 • 10.20 0.90 APPLIED LOADS Point Load: LL : 9000.0 1 at 8.00 ft Point Load: LL : 9000.0 1 at 16.00 ft Point Load: LL = 9000.0 1 at 24.00 ft Point Load: LL = 8460.0 1 at 30.00 ft Point Load: LL = 7740.0 1 at 35.00 ft SUMMARY USING 6.750 x 30.000 Beam, Bending : 92.18 %, Shears 73.53% Max. Pos Mom @ 15.98 ft: 193.88 k-ft Shear: Max. @ Left Max. Neg Mom @ 36.00 ft: 0.00 k-ft ....used for dsgn Max @ Left : 0.00 k -ft ....Area Req'd : Max @ Right - 0.00 k-ft Max. @ Right - Max. Allow Moment : 210.33 k-ft ....used for dsgn fb : Max. Actual : 2297.8 psi ...Area Req'd Fb : Allowable s 2492.8 psi fv : Max. Actual Fv : Allowable Bearing Req'd @ Left Bearing Req'd @ Right : 16.63 k 24.94 k 131.42 in2 26.58 k 28.25 k 148.89 in2 139.52 psi 189.8 psi 7.58 in 12.11 in Date: 11/04/96 Page: G <. SPAN DATA Center Span - 36.00 ft left Cantilever - 0.00 ft Right Cantilever - 0.00 ft UNBRACED LENGTHS Le : Center Span - 8.00 ft Le : Left Cant. - 0.00 ft Le : Right Cant. - 0.00 ft Reactions... Left - Right Deflections... Center ...Dist ...L /Defl Left .L /Defl Right ...L /Defl DL Maximum 0.00 k 16.63 k 0.00 k 26.58 k 0.00 in 36.00 ft 0 0.00 in 0 0.00 in 0 -1.65 in 18.144 ft 262 0.000 in 0 0.000 in 0 t Joe No Joe NAME ibVE2.F SUBJECT LAr.1A. ern) PEArINNOVK ENGINEERS- NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525.7560 - FAX # (206) 522 -6698 { G co I Nb @- SO 5 E / 2 25.5 36,75 F Z1Cpcu ` 0.3 xI, x O,75 14.7 O. 22S Z& DATE 1 I ^4 ' s Ql0 SHEET C 7 OF BY OK C C r• /6.Y x 1.37 .0, '010 ( �o Mrs - Ey �) ENGINEERS NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522=6698 • JOB No. JOB NAME 'RI f444 SUBJECT I - FHTrf ChV PEKT11 -- W (�U�w 31.5 x$ 252 r1-- 31.S. 7 n 3,0 - 662 7. RED -7,R7 SEISMiG w 0.225 x re3S.4I3) } ( 2x.? s (A.) 1 1Ub c_oY j gals" 0.136' DATE SHEET C I OF BY PK <O,25Z. II-y -9L SUBJECT 5 NEi, .WU -t. ENGINEERS - NORTHWEST INC. P.S. - 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522 -6698 Joe No. Joe NAME elVr4.5f K h""-A 4u T <on)N. e F1u1.0a4A) I fel 40, mg' A = 6.36 iv Cy - 1OL- ) .67 $' g t. N E' NfeoEf- /U"= 9.2. 770 'Tp ,s y x 0, 04 x 6 x g,33 20.3 . /6,o a 1.2 ' -l- 8 0 1 7 ,0 8n - /6.0 q; g dc_ 1 FA ¶.)i2E. - 10 d a l- I of /6. DATE SHEET Gq OF BY pk 2xN(,‘7 = ENGINEERS-NORTHWEST INC.. P.S. • 6869 WOODLAWN AVE. N.E. - SUITE 205 SEATTLE, WA 98115 - (206)525 7560 - FAX # (206) 522 -6698 ... • / y J ia OB NO. JOB NAME DATE /1-0- SUBJECT SHEET 11 d OF BY bK )'3o/.T s To 5 k 5 1 V EY-T )4"4.,T.5. /6.0 0 .8v 1.3 3 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX# (206) 522 -6698 JOB NO. JOB NAME elVtR -F X DATE SUBJECT SHEET C OF BY bK- ENGINEERS—NORTHWEST INC. P.S. f2-ATE. ib ToY' or (3Tv' 3nol Vy ay'i friA efuLd... = 15r5 x 2.2S 3Y,3 /an- 3 1, 33 3 u 1 2 ., $eP i r`'G 70 = 2.5 2- go." as TRY 1A6 1-TS � o 0 v 59 710 +c 1 x )L 87o P attcu. 7/0 1 /3 . ''' 12 ~i ENGINEERS NORTHWEST INC. P.S. - 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 =7560 - FAX # (206) 522 -6698 Joa No. JOB NAME DATE SUBJECT SHEET GIZ OF RE NEW . >ADIcs> - HS x1 , 17.5 = 4.5 MAY. 5 `1FAK z y. S • 3.6 1 „.66 P. ). S x 445 x12. 's IV E v v€1< -1 7 y 5x5� So 4 4 • /)1i5.N \. 3 -2 ;12 s oX BY Lis - Lis I.3 /6 NEW RFAoFX ti Engineers Northwest 6869 Woodlanwn Ave,. NE, Suite 205. Seattle, Washington 98115 ( Units Option : US Standard AISC Code Checks : 9th Edition ASD Shear Deformation: Yes P-Delta Effects : Yes Redesign : No Edge Forces : No A.S.I.F. : 1333' ofkmranla.M.M:MOSAIL14.1,1*.litribPltlene*.wo■Wer.. RISA-2D (R) Version 3.03 Job Page__Cia____ Date Node Boundary Corlditions No X-Coord Y-Coord X-dof Y-clof Rotation Temp. -----------(ft)--------(ft)-----(in,K/in)----(in,K/in)---(r,K-ft/r)-----(F)- 1 0.00 0.00 R R 0.00 2 0.00 16.00 R R 0.00 Material Elastic Poisson's Thermal Weight: Yield Stress Label Modulus Ratio Coefficient Density (FY) COL 29000.00 0.30000 0.65000 0.490 - 36.000 Section Database Mat': Area Moment of As y/y Label Shape Set Inertia Coef JAMB TU5X.5X3 COL 3.52 13.400 1.20 I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length 1 2 - 1 JAMB 16.00 I J Unbraced Lengths K Factors Bending Coefs No Node, Node Lb-in Lb-out Lc In Out Cm Cb , (ft)....____(ft)_____(ft)...___-__________-____-______ 1 2- 1 .IRIVERTECH ry Engineers Northwest 6869 Woodlanwn Ave, NE, Suite 205 Seattle, Washington 98115 BLC No. 1 TOTAL Nodal Loads, BLC 1: TOTAL Member Distributed Loads,BLC .1: TOTAL 1 TOTAL. 1 ••°1 Dynamic Analysis Data 1 2 Load Combination is 1. _ TOTAL Reactions RISA-2D (R) Version 3.03 Basic Load Case Load Totals Job Page__SA. Date Description Nodal Point Dist. Node Number Global X Global Y Moment ..__ (K)w._ _ ____ ..._ (K)__., ._._w__ ._.__.. (K ft)---- 2 0.000 4.500 0.000 Memb I .] Start End Start End No Node Node Dir Magnitude Magnitude Location Location ....__._._._._. -_w._ ._ . w _.___- ...____._._(K / -.. - - (K /fit,F)___M._..._. _( ft)_.- .____....__(ft:)....___.. J. 2 �• 1 X 0.168 0.168 0.000 16000 Load Combination Self Wt f3LC: BLC BLC BLC BLC W E No. Description Di.r Fac Fac Fac Fac Fac Fac DYNA S V Number of modes (frequencies) 3 Basic Load Case for masses .None E3LC mass direction of action X only Acceleration of Gravity 32.20 ft /sec * *2 Load Combination is 1 : TOTAL Nodal. Displacements Node Global X Global Y Rotation •- 0.00000 .°.0.00000 0.01062 •••0.00000 -0.00000 - 0.01062 Node Global X Global Y Moment .._..._ .. w__..... _._._..._........_ (K )_.._......... _..�._......._.w_......_......_ ( K)... _...w._...._„.._...__.._....... (K_.ft )....__....._......_..... 1 1.34400 0.00000 0.00000 C , • 1. Engineers Northwest 6869 Woodlanwn Ave, NE, Suite 205 Seattle, Washington 99115 Node Global X 2 1.34400 Totals 2.68800 Load Combination is i. : TOTAL' Member End Forces RISA-20 (R) Version 3.03 Global Y (K) 4.50000 4.50000 Job Page_41AL Date Moment (K ft) 0.00000 0.00000 Nodes ---------- I-End ---------- 3-End No I 3 Axial Shear Moment Axial Shear Moment ---------------(K)--------(K)------(K-ft)-------(K)--------(K)------(K-ft)-- 1 2- 1 • 0.00 1.34 -0.00 -0.00 i..34 • 0.00 Load Combination is J. : TOTAL MSC Code Checks Nodes Member Quarter Points No I 3 Maximum 0 1/4 1/2 3/4 L. Shear 1 2- 1. 0.5066 0.0000 0.3799 0.5066 0.3799 0.0000 0.0498 DESIGN MONTH JULY MARCH JANUARY WINTER PACE CONSULTING 5005 3RD. AVENUE SEATTLE, WA FULL COMMERCIAL HVAC LOADS PROGRAM BUILDING MASTER DATA AND DESIGN OUTDOOR DRY BULB 83 61 • 50 24 ROOF ASHRAE ROOF rYPE ROOF # U -FAC 1. 1 0.045 WALL ASHRAE WALL PYPE GROUP U -FAC 1. B 0.130 3LASS SUMMER WINTER 40. U -FAC. U -FAC. 1. 0.560 0.490 C�. GROUP SOUTH 98134 OUTDOOR WET BULB DARK WALL COLOR DARK GLASS SHD.. COEF 0.450 3ENERAL PROJECT INFORMATION: 67 49 47 0 ROOF SUSP COLOR CLG. PARAMETERS: YES ?ROJECT FILE NAME: ?ROJECT LOCATION: 3AROMETRIC PRESSURE: ALTITUDE: IORTH LATITUDE: MEAN DAILY TEMPERATURE RANGE: \TMOSPHERIC CLEARNESS FACTOR: ;ROUND REFLECTANCE: STARTING TIME FOR HVAC LOAD CALCULATIONS: ENDING TIME FOR HVAC LOAD CALCULATIONS: ?LOOR HEAT LOSS COEFFICIENT: 4UMBER OF UNIQUE ZONES IN THIS PROJECT: PROJECT: CLIENT: DATE: DESIGNER: INDOOR INDOOR REL.HUM DRY BULB 45% 45% 45% 50% 75 75 75 70 INTERIOR INTERIOR ROOM SHADING SHD.COEF CONST NO 0.000 MEDIUM GRAINS DIFF. B:OXBOW251 SEATTLE, WA 29.491 IN.HG 400 FEET 47 DEGREES 26 DEG.F 1.00 20 PERCENT 7 AM 11 PM 0.81 BTUH /FT -F 72 15.90 -25.84 -15.35 0.00 spa6 RIVERFRONT MCKINSTRY 08/20/96 VANCHU IN /OUTDOOR CORRECTION - 12 - 34 -45 GLASS GLASS WIDTH HEIGHT 1.00 1.00 RECEIVED CITY OF TUKWILA AUG 2 8 1996 PERMIT CENTER to * ** FULL COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 RIVERFRONT 08/20/96 PAGE 2 * * * * * * * * * * * * * * * * * * * ** GENERAL PROJECT DATA (CONTINUED) * * * * * * * * * * * * * * * * * * * ** BUILDING DEFAULT VALUES: CALCULATIONS PERFORMED: LIGHTING REQUIREMENTS: EQUIPMENT REQUIREMENTS: PEOPLE SENSIBLE LOAD MULTIPLIER: PEOPLE LATENT LOAD MULTIPLIER: PEOPLE OCCUPANCY' BASIS: ZONE SENSIBLE SAFETY FACTOR: ZONE LATENT SAFETY FACTOR: ZONE HEATING SAFETY FACTOR: PEOPLE DIVERSITY FACTOR: LIGHTING PROFILE NUMBER: EQUIPMENT PROFILE NUMBER: PEOPLE PROFILE NUMBER: BUILDING DEFAULT CLG. HEIGHT: BUILDING DEFAULT WALL HEIGHT: INTERNAL OPERATING LOAD PROFILES (C =100): BOTH HEATING 1.20 WATTS 2.00 WATTS 230 BTUHS 190 BTUHS 1 PERSON 10% 5% 20% 100% 0 0 0 9.00 FEET 9.00 FEET ALL DESIGN DATA TAKEN FROM THE 1989 ASHRAE HANDBOOK OF FUNDAMENTALS AND COOLING LOADS PER SQUARE FOOT PER SQUARE FOOT PER PERSON PER PERSON PER 140 SQ.FT REF HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR HR NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1. C C C C C C C C C C C C C C C C C C C C C C C C 2. C C C C C C C C C C C C C C C C C C C C C C C C 3. C C C C C C C C C C C C C C C C C C C C C C C C 4. C C C C C C C C C C C C C C C C C C C C C C C C 5. C C C C C C C C C C C C C C C C C C C C C C C C 6. C C C C C C C C C C C C C C C C C C C C C C C C 7. C C C C C C C C C C C C C C C C C C C C C C C C 8. C C C C C C C C C C C C C C C C C C C C C C C C 9. C C C C C C C C C C C C C C C C C C C C C C C C 10. C C C C C C C C C C C C C C C C C C C C C C C C ti AIR HANDLER # 1 INPUT DATA: k * ** FULL COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 RIVERFRONT 08/20/96 PAGE 3 * * * * * * * * * * * * * * * * * * * * * * * * ** AIR HANDLER INPUT DATA * * * * * * * * * * * * * * * * * * * * * * * * ** AIR HANDLER DESCRIPTION: CENTRAL SYSTEM VAV TERMINAL TYPE: VARIABLE AIR VOLUME METHOD FOR CV: SUM PEAK ZONE CFMS SUPPLY FAN TYPE: BLOW -THRU CALCULATIONS PERFORMED: BOTH HEATING AND COOLING LOADS EXCESS SUPPLY AIR: RESERVE CAPACITY NUMBER OF TIMES SYSTEM OCCURS: 1 LIGHTING PROFILE NUMBER: 0 EQUIPMENT PROFILE NUMBER: 0 PEOPLE PROFILE NUMBER: 0 EXHAUST CAN EXCEED SUPPLY AIR: YES LEAVING HEATING COIL TEMP. (DEG.F): 95 DRY BULB TEMPERATURE (DEG.F): 55 COOLING COIL CFM: 0 MISC. BTUH GAIN - SUPPLY SIDE: 0 MISC. BTUH GAIN - RETURN SIDE: 0 COMBINED FAN,MOTOR EFFICIENCY ( %): 60 STATIC PRESS. ACROSS FAN (IN.WG): 4.500 SUMMER SUPPLY DUCT TEMP. RISE ( DEG.F): 0.000 SUMMER RETURN DUCT TEMP. RISE (DEG.F): 0.000 WINTER SUPPLY DUCT TEMP. DROP (DEG.F): 0.000 WINTER RETURN DUCT TEMP. DROP ( DEG.F): 0.000 CHILLED WATER TEMP.DIFFERENCE (DEG.F): 12.000 HOT WATER TEMP.DIFFERENCE (DEG.F): 0.000 COOLING VENTILATION METHOD: 2 COOLING VENTILATION VALUE: 20.000 CFM PER PERSON COOLING INFILTRATION METHOD: 0 COOLING INFILTRATION VALUE: 0.000 HEATING VENTILATION METHOD: 2 HEATING VENTILATION VALUE: 20.000 CFM PER PERSON HEATING INFILTRATION METHOD: 1 HEATING INFILTRATION VALUE: 1.500 AIR CHANGES PER HOUR VENTILATION IS 100% OF SUPPLY AIR: NO PRETREATED OUTSIDE AIR: NO IGNORE PRETREATED LOAD: NO PRETREATED AIR SUMMERDB TEMP (DEG.F): 0 PRETREATED AIR SUMMER'WB TEMP (DEG.F): 0 PRETREATED AIR WINTER DB TEMP (DEG.F): 0 DESIGN OUTDOOR OUTDOOR INDOOR INDOOR GRAINS IN /OUTDOOR MONTH DRY BULB WET BULB REL.HUM DRY BULB DIFF. CORRECTION JULY 83 67 45% 75 15.90 -12 MARCH 61 49 45% 75 -25.84 -34 ti JANUARY 50 47 45% 75 -15.35 -45 WINTER 24 0 50% 70 0.00 RETURN AIR PLENUM # 1 INPUT DATA: AIR HANDLER NUMBER: PLENUM ACTIVE: PERCENT OF LIGHT LOAD TO ZONES: FLOOR U- FACTOR (BTUH /SQ.FT -F): WATTS OF EQUIPMENT: SUMMER'PLENUM -ZONE TEMP DIFF (DEG.F): WINTER PLENUM -ZONE TEMP DIFF (DEG.F): * ** FULL COMMERCIAL HVAC LOADS PACE CONSULTING GROUP RIVERFRONT * * * * * * * * * * * * * * * * * * * * * ** RETURN ROOF TYPE ASHRAE # U- FACTOR COLOR 1. 1 1 0.045 DARK WALL TYPE ASHRAE -G U- FACTOR COLOR 1. 2. 3. 4. 1 1 1 1 B B B B • a. .; ■.;7 .. • -..._. • _.... �.......... PROGRAM BY ELITE 08/20/96 AIR PLENUM INPUT 0.130 DARK 0.130 DARK 0.130 DARK 0.130 DARK 1 YES 70 0.450 0 5 10 LENGTH 252.00 HEIGHT SOFTWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 PAGE 4 DATA * * * * * * * * * * * * * * * * * * * * * ** WIDTH• ROOF -AREA SUSP.CEIL 348.00 87696.0 YES WIDTH WALL -AREA DIRECTION 13.00 252.00 3276.0 S - 180 13.'00 348.00 4524.0 W - 270 13.00 252.00 3276.0 N - 0 13.00 348.00 4524.0 E - 90 * ** FULL COMMERCIAL HVAC PACE CONSULTING GROUP RIVERFRONT * * * * * * * * * * * ** AIR SYSTEM 1 South Perimeter 11 PM JULY 2 South Entrance 11 PM JULY 7 East Perimeter 10 AM JULY 8 East Perimeter 10 AM JULY 9 North Perimeter 6 PM JULY 10 North Perimeter 3 PM JULY 11 Lobby 3 PM JULY 12 North Perimeter 3 PM JULY. 13 North Perimeter 6 PM JULY 14 West Perimeter 5 PM JULY 15 West Perimeter 5 PM JULY 3 South Perimeter 791 2 PM MARCH 4 East Perimeter 491 10 AM JULY 5 East Perimeter 488 10 AM JULY " 6 East Perimeter 738 10 AM JULY LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 08/20/96 PAGE 5 # 1 (CENTRAL SYSTEM VAV)• ZONE SUMMARY * * * * * * * * * * * ** ZN. ZONE - DESCRIPTION FLOOR HTG.LOSS SEN.GAIN LAT.GAIN HTG.CFM CLG,CFM NO. PEAK TIME & MONTH AREA O.A. CFM O.A. CFM EXH. CFM CFM /SF. CFM /SF. 800 30,298 13,101 114 114 825 30,916 13,510 118 118 34,068 20,462 113 113 31,193 16,303 70 70 13,404 11,857 70 70 19,336 15,692 105 105 488 13,404 11,857 70 70 491 15,634 16,303 70 70 553 8,041 9,562 79 79 550 9,030 10,569 79 79 1867 48,198 49,729 267 267 575 17,233 11,217 82 82 578 15,943 9,937 83 83 491 18,317 26,294 70 70 488 13,404 12,907 70 70 1,140 1,139 604 O 1.42 0.76 1,176 1,162 623 O 1.41 0.76 1,128 1,280 944 O 1.62 1.19 699 1,172 752 O 2.39 1.53 695 504 547 O 1.03 1.12 1,052 727 724 O 0.99 0.98 695 504 O 1.03 547 1.12 699 587 752 O 1.20 1.53 789 302 441 O 0.55 0.80 783 339 487 O 0.62 0.89 2,661 1,811 2,293 O 0.97 1.23 819 648 517 O 1.13 0.90 823 599 458 O 1.04 0.79 699 688 1,213 O 1.40 2.47 695 504 O 1.03 595 1.22 $ k ** FULL COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** ?ACE CONSULTING GROUP SEATTLE, WA 98134 2IVERFRONT 08/20/96 PAGE 6 t * * * * * * * * * * ** AIR SYSTEM # 1 (CENTRAL SYSTEM VAV)•ZONE SUMMARY * * * * * * * * * * * ** 3N. ZONE - DESCRIPTION FLOOR HTG.LOSS SEN.GAIN LAT.GAIN HTG.CFM CLG.CFM 10. PEAK TIME & MONTH AREA O.A. CFM O.A. CFM EXH. CFM CFM /SF. CFM /SF. L6 West Perimeter 5 PM JULY 17 West Perimeter 5 PM JULY 18 Interior 11 PM JANUARY 19 Interior 11 PM JANUARY' 20 Interior 11 PM JANUARY 21 Interior 11 PM JANUARY 22 Interior 11 PM JANUARY 23 Interior 11 PM JANUARY 24 Interior 11 PM JANUARY 25 Interior 11 PM JANUARY 788 22,298 22,891 1,122 838 1,056 113 113 0 1.06 1.34 813 22,915 23,279 1,158 861 1,074 116 116 0 1.06 1.32 6916 37,346 103,290 9,855 1,403 4,763 988 988 0 0.20 0.69 9864 53,266 147,319 14,056 2,002 6,794 1,409 1,409 0 0.20 0.69 15573 84,095 232,583 22,192 3,160 10,726 2,225 2,225 0 0.20 0.69 5986 32,324 89,401 8,530 1,215 4,123 855 855 0 0.20 0.69 2574 13,900 38,444 3,668 522 1,773 368 368 0 0.20 0.69 6233 33,659 93,091 8,882 1,265 4,293 890 890 0 0.20 0.69 11988 64,735 179,042 17,082 2,433 8,257 1,713 1,713 0 0.20 0.69 5550 29,970 82,889 7,909 1,126 3,823.. 793 793 0 0.20 0.69 26 2nd Fir. West Peri 463 17,539 19,315 659 659 891 5 PM JULY 66 66 0 1.42 1.92 27 2nd Flr. West Peri 528 20,243 20,617 753 761 951 5 PM JULY 75 75 0 1.44 1.80 28 2nd 'Fir. S. Perim. 541 20,638 17,614 771 776 812 2 PM JULY 77 77 0 1.43 1.50 29 2nd Fir. S. Perim. 638 21,665 16,939 909 814 781 2 PM JULY 91 91 0 1.28 1.22 30 2nd Fir. S. Perim. 875 31,195 26,312 1,247 1,172 1,213 2 PM JULY 125 125 0 1.34 1.39 31 2nd Flr. S. Perim. 1254 32,566 26,781 1,787 1,224 1,235 2 PM JULY 179 179 0 0.98 0.98 * ** FULL COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP • SEATTLE, WA 98134 RIVERFRONT 08/20/96 PAGE 7 * * * * * * * * * * * ** AIR SYSTEM # 1 (CENTRAL SYSTEM VAV)•ZONE SUMMARY * * * * * * * * * * * ** ZN. ZONE - DESCRIPTION FLOOR HTG.LOSS SEN.GAIN LAT.GAIN HTG.CFM CLG.CFM NO. PEAK TIME & MONTH AREA O.A. CFM O.A. CFM EXH. CFM CFM /SF. CFM /SF. 32 2nd Fir. S.E. Crnr 990 32,236 26,910 1,411 1,211 1,241 11 AM JULY 141 141 0 1.22 1.25 33 2nd Fir. East Peri 638 22,856 19,514 909 859 900 10 AM JULY 91 91 0 1.35 1.41 34 2nd Fir. East Peri 713 25,070 20,826 1,016 942 960 11 AM JULY 102 102 0 1.32 1.35 35 2nd Fir. East Peri 425 15,239 13,003 606 573 600 10 AM JULY 61 61 0 1.35 1.41 36 2nd Flr. East Peri 541 20,638 17,932 771 776 827 10 AM JULY 77 77 0 1.43 1.53 37 2nd Flr. N. Perim. 547 19,013 11,020 779 714 508 ' 3 PM JULY 78 78 0 1.31 0.93 38 2nd Fir. N. Perim. 625 22,474 13,841 890 845 638 3 PM JULY 89 89 0 1.35 1.02 39 2nd Fir. N. Perim. 575 20,915 12,960 819 786 598 3 PM JULY 82 82 0 1.37 1.04 40 2nd Fir. N. Perim. 578 19,948 11,570 823 750 534 3 PM JULY 83 83 0 1.30 0.92 41 2nd Fir. West Peri 478 19,637 22,339 681 738 1,030 5 PM JULY 68 68 0 1.54 2.15 42 2nd Fir. West Peri 500 17,509 16,460 713 658 759 5 PM JULY 71 71 0 1.32 1.52 43 2nd Fir. West Peri 788 27,342 25,405 1,122 1,027 1,172 5 PM JULY 113 113 0 1.30 1.49 44 '2nd Fir. West Peri 863 29,612 26,811 1,230 1,113 1,236 5 PM JULY 123 123 0 1.29 1.43 45 2nd Fir. Interior 8336 65,722 151,732 11,879 2,470 6,997 3 PM JULY 1,191 1,191 0 0.30 0.84 46 2nd Fir. Interior 3400 26,806 61,887 4,845 1,007 2,854 3 PM JULY 486 486 0 0.30 0.84 1 47 2nd Fir. Interior 5170 40,760 94,105 7,367 1,532 4,340 • 3 PM JUL 739 739 0 0.30 0.84 * ** FULL COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 RIVERFRONT 08/20/96 PAGE 8 * * * * * * * * * * * ** AIR SYSTEM # 1 (CENTRAL SYSTEM VAV)• ZONE SUMMARY * * * * * * * * * * * ** ZN. ZONE - DESCRIPTION FLOOR HTG.LOSS SEN.GAIN LAT.GAIN HTG.CFM CLG.CFM NO. PEAK TIME & MONTH AREA O.A. CFM O.A. CFM EXH. CFM CFM /SF. CFM /SF. 48 2nd Flr. Interior 14514 114,428 264,184 20,683 4,300 12,183 3 PM JULY 2,073 2,073 0 0.30 0.84 49 2nd Flr. Interior 6031 47,549 109,776 8,594 1,787 5,063 3 PM JULY 862 862 0 0.30 0.84 50 2nd Fir. Interior 2552 20,120 46,451 3,636 756 2,142 3 PM JULY 365 365 0 0.30 0.84 51 2nd Fir. Interior 6622 52,208 120,533 9,436 1,962 5,559 3 PM JULY 946 946 0 0.30 0.84 52 2nd Fir. Interior 12410 97,841 225,887 17,684 • 3,677 10,417 3 PM JULY 1,773 1,773 0 - 0.30 0.84 53 2nd Fir. Interior 5656 44,592 102,950 8,b60 1,676 4,748 3 PM JULY 808 808 0 0.30 0.84 54 1st Fir. East Stai 300 7,166 0 0 269 0 7 AM JULY 43 0 0 0.90 0.00 55 1st Flr. East Stai 1200 28,546 0 0 1,073 0 7 AM JULY 171 0 0 0.89 0.00 56 1st Fir. S.W. Crnr 2097 47,778 0 0 1,795 0 7 AM JULY 300 0 0 0.86 0.00 57 1st Flr. West Stai 338 8,032 0 0 302 0 7 AM JULY 48 0 0 0.89 0.00 58 Hallway 18 -A 1081 5,838 8,034 1,540 219 371 11 PM JANUARY 154 154 0 0.20 0.34 59 Hallway 23 -A 55 298 409 79 11 19 11 PM JANUARY 8 8 0 0.20 0.35 60 Hallway 22 -A 563 3,041 4,187 802 114 193 11 PM JANUARY 80 80 0 0.20 0.34 61 Hallway 25 -A 500 2,700 3,716 713 101 171 11 PM JANUARY 71 71 0 0.20 0.34 62 2nd Flr. East Stai 300 10,280 0 0 386 0 7 AM JULY 43 0 0 1.29 0.00 63 2nd Flr. East Stai 1200 39,215 0 0 1,474 0 7 AM JULY 171 0 0 1.23 0.00 * ** FULL COMMERCIAL HVAC PACE CONSULTING GROUP RIVERFRONT * * * * * * * * * * * ** AIR SYSTEM 64 65 66 67 68 69 70 71 72 1 2nd Fir. West Stai 7 AM JULY 2nd Fir. West Stai 7 AM JULY Hallway 45 -A 3 PM JULY Hallway 52 -A 3 PM JULY Hallway 46 -A 3 PM JULY Hallway 47 -A 3 PM JULY Hallway 53 -A 3 PM JULY Hallway 48 -A 3 PM JULY Hallway 50 -A 3 PM JULY PLENUM 3 PM JULY ZN. ZONE - DESCRIPTION FLOOR HTG.LOSS SEN.GAIN LAT.GAIN HTG.CFM CLG.CFM NO. PEAK TIME & MONTH AREA O.A. CFM O.A. CFM EXH. CFM CFM /SF. CFM /SF. 238 7,207 34 338 11,384 0 48 0 350 2,760 3,747 50 50 405 3,193 4,333 58 58 250 1,972 2,675 " 36 36 ' 50 394 536 7 7 505 3,982 5,404 72 72 885 6,978 9,469 126 126 480 3,785 5,137 69 69 0 - 560,573 119,587 0 0 ZONE PEAK TOTALS 164,885 1,293,264 2,972,437 TOTAL ZONES: 73 23,554 22,696 k LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 08/20/96 PAGE 9 # 1 (CENTRAL SYSTEM VAV)' ZONE SUMMARY * * * * * * * * * * * ** 0 0 271 0 0 0 1.14 0.00 O 428 0 O 1.27 0.00 499 104 173 O 0.30 0.49 578 120 200 O 0.30 0.49 356 74 123 O 0.30 0.49 71 15 25 O 0.30 0.50 719 150 249 O 0.30 0.49 1,261 262 437 O 0.30 0.49 684 142 237 O 0.30 0.49 O 0 0 O 0.00 0.00 226,389 69,666 131,566 O 0.42 0.80 1 * ** FULL COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 RIVERFRONT 08/20/96 PAGE 10 * * * * * * * * ** AIR SYSTEM # 1 (CENTRAL SYSTEM VAV) TOTAL LOAD SUMMARY * * * * * * * * ** AIR HANDLER DESC: CENTRAL SYSTEM VAV WITH VAV TERMINALS SUPPLY AIR FAN: BLOW -THRU WITH PROGRAM ESTIMATED HORSEPOWER 0F152.63 HP. FAN INPUT: 60% COMBINED FAN AND MOTOR EFF. WITH 4.50 IN WATER ACROSS THE FAN SENSIBLE HEAT RATIO: 0.93 THIS SYSTEM OCCURS 1 TIME(S) IN THE BUILDING AIR SYSTEM PEAK TIME: 3 PM IN JULY OUTDOOR CONDITIONS: 83 DB, 67 WB, 74.85 GRAINS INSIDE: 75 DB, 45% RH SUMMER: VENT CONTROLS OUTSIDE AIR ZONE SPACE SEN.LOSS: INFILTRATION SEN.LOSS: OUTSIDE AIR SEN.LOSS: SUPPLY DUCT SEN.LOSS: RETURN DUCT SEN.LOSS: RETURN PLENUM SEN.LOSS: TOTAL SYSTEM SEN.LOSS: 1,491,112 BTUH 362,725 BTUH ( 1,153,353 BTUH ( 0 BTUH 0 BTUH - 560,573 BTUH SUPPLY: 1,853,837 / (0.986 X 1.08 X 25) = ( WINTER VENT OUTSIDE AIR (33.8% OF SUPPLY): ( ZONE SPACE SEN.GAIN: 2,805,792 BTUH INFILTRATION SEN.GAIN: 0 BTUH DRAW -THRU FAN SEN.GAIN: 0 BTUH SUPPLY DUCT SEN.GAIN: 0 BTUH TOTAL SEN.GAIN ON SUPPLY SIDE OF COIL: SUPPLY: 2,805,792 / (0.986 X 1.10 X 20) = ( SUMMER VENT OUTSIDE AIR (17.5% OF SUPPLY): ( RETURN DUCT SEN RETURN PLENUM SEN OUTSIDE AIR SEN BLOW -THRU FAN SEN TOTAL SEN.GAIN ON . GAIN: 0 BTUH . GAIN: 119,587 BTUH .GAIN: 196,853 BTUH ( .GAIN: 381,938 BTUH RETURN SIDE OF COIL: TOTAL SEN.GAIN ON AIR HANDLING SYSTEM: ZONE SPACE LAT. INFILTRATION LAT. OUTSIDE AIR LAT TOTAL LAT.GAIN ON GAIN: GAIN: .GAIN: AIR HANDLING TOTAL SYSTEM SENSIBLE AND LATENT GAIN: 226,389 BTUH 0 BTUH 241,938 BTUH ( SYSTEM: TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: WINTER: VENT CONTROLS OUTSIDE AIR 6,173 CFM) 23,554 CFM) 69,662 CFM) 23,554 CFM) 0 CFM) 129,395 CFM) 22,696 CFM) 22,696 CFM) 0 CFM) 22,696 CFM) 2,446,617 BTUH 2,805,792 BTUH 698,378 BTUH 3,504,170 BTUH 468,327 BTUH 3,972,497 BTUH 331.04 TONS * ** FULL COMMERCIAL HVAC PACE CONSULTING GROUP RIVERFRONT * * * * * * ** AIR SYSTEM # 1 SYSTEM LOAD ANALYSIS LEAVING COIL CONDITION DRAW -THRU FAN MISC LOAD ON SUPPLY SIDE SUPPLY AIR DUCT ZONE LOADS ZONE CONDITION RETURN AIR DUCT RETURN AIR PLENUM MISC LOAD ON RETURN SIDE VENT AIR 22,696 CFM BLOW -THRU FAN 226,389 58.948 241,938 2.790 ENTERING COIL CONDITION 468,327 61.738 3,504,170 79.978 GENERAL PSYCHROMETRIC EQUATIONS USED IN ANALYSIS: PR = (BAROMETRIC PRESSURE OF SITE / STANDARD ASHRAE PRESSURE OF 29.921) TSH = PR X 1.10 X CFM X (DB.ENTERING - DB.LEAVING) TLH = PR X 0.68 X CFM X (GRAINS.ENTERING - GRAINS.LEAVING) GTH = PR X 4.50 X CFM X (ENTHALPY.ENTERING - ENTHALPY.LEAVING) TSH = 0.986 X 1.10 X 129,395 X ( 79.978 - 55.000 ) = 3,504,166 BTUH TLH = 0.986 X 0.68 X 129,395 X ( 61.738 - 56.337 ) = 468,324 BTUH SUM = GTH = 0.986 X 4.50 X 129,395 X ( 28.867 - 21.937 ) = TOTAL SYSTEM LOAD = CHILLED -HOT WATER FLOW RATES: COOLING GPM = 3,977,241'/ ( 12.0 X 500 ) ENTERING COOLING COIL CONDITIONS: DRY BULB TEMPERATURE: 79.98 WET BULB TEMPERATURE: 63.36 RELATIVE HUMIDITY( %): 39.96 ENTHALPY: 28.87 BTU /LBM LEAVING COOLING COIL CONDITIONS: DRY BULB TEMPERATURE: WET BULB TEMPERATURE: RELATIVE HUMIDITY( %): ENTHALPY: 21. 55.00 52.71 86.44 94 BTU /LBM ( LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** SEATTLE, WA 98134 08/20/96 PAGE 11 (CENTRAL SYSTEM VAV) PSYCHROMETRIC ANALYSIS * * * * * * ** LATENT GRAINS SENSIBLE TEMP CFM 56.337 55.000 O 0.000 O 0.000 O 0.000 226,389 2.610 2,805,792 20.000 2,805,792 75.000 O 0.000 119,587 0.852 O 0.000 196,853 1.403 381,938 2.723 7.7.7 7777, •.... '::�'.•: 0 0 0 129,395 129,395 129,395 3,972,490 BTUH 3,977,241 BTUH 3,972,497 BTUH 662.9 GPM ENTERING HEATING COIL CONDITIONS: DRY BULB TEMPERATURE: 62.01 LEAVING HEATING COIL CONDITIONS: DRY BULB TEMPERATURE: 95.00 1 * ** FULL COMMERCIAL HVAC LOADS PROGRAM BY ELITE SOFTWARE DEVELOPMENT INC * ** PACE CONSULTING GROUP SEATTLE, WA 98134 RIVERFRONT 08/20/96 PAGE 12 * * * * * * * * * * * * * * * * * * * * * * ** TOTAL BUILDING LOAD SUMMARY * * * * * * * * * * * * * * * * * * * * * ** BUILDING PEAKS IN JULY AT 3 PM BLDG. LOAD AREA DESCRIPTIONS QUAN ROOF WALL GLASS FLOOR SLAB SKIN LOADS 217,052 LIGHTING EQUIPMENT PEOPLE PARTITION BUILDING TOTALS BUILDING SUMMARY LOAD DESCRIPTIONS VENTILATION INFILTRATION ZONE LOADS PLENUM LOADS FAN & DUCT LOADS BUILDING TOTALS 171,815 38,707 6,530 1,104 SEN. LOSS %TOT LOSS 426,793 17.44 277,763 11.35 176,618 7.22 49,363 2.02 930,537 38.03 190,654 0 0.00 307,500 0 0.00 1,136 0 0.00 0 0 0.00 VENT 23,554 22,696 1,153,353 47.14 INFL 6,173 0 362,725 14.83' DRAW -THRU FAN 0 0.00 BLOW -THRU FAN 0 0.00 SUPPLY DUCT 0 0.00 RETURN DUCT 0 0.00 2,446,615 100.00 SEN. %TOT LOSS LOSS 1,153,353 38.35 362,725 12.06 1,491,110 49.58 - 560,573 0.00 0 0.00 2,446,615 100.00 TOTAL BUILDING SUPPLY AIR (BA'SED ON A 20 TD): TOTAL BUILDING VENT AIR (17.53% OF SUPPLY): TOTAL CONDITIONED AIR SPACE: SUPPLY AIR CFM /SQ.FT. OF CONDITIONED SPACE: SQ.FT OF CONDITIONED AIR SPACE PER TON: TONNAGE PER SQ.FT OF CONDITIONED AIR SPACE: TOTAL HEATING REQUIRED WITH OUTSIDE AIR: TOTAL TONNAGE REQUIRED WITH OUTSIDE AIR: LAT. GAIN LAT. GAIN + SEN. GAIN O 554,545 O 24,118 O 191,031 O 0 O 769,694 , 0 715,151 O 1,153,440 226,389 287,121 0 0 241,939 196,855 O 0 O 0 O 381,938 O 0 O 0 468,328 3,504,199 3,972,527 100.00 + SEN. GAIN 241,939 196,855 438,794 11.05 O 0 0 0.00 226,389 2,805,819 3,032,208 76.33 O 119,587 119,587 3.01 O 381,938 381,938 9.61 468,328 3,504,199 3,972,527 100.00 129,395 CFM 22,696 CFM = TOTAL %TOT GAIN GAIN 715,151 18.00 1,153,440 29.04 513,510 12.93 0 0.00 438,794 11.05 O 0.00 O 0.00 381,938 9.61 O 0.00 O 0:00 = TOTAL %TOT GAIN GAIN 164,885 SQ.FT 0.7848 CFM /SQ.FT 498.0759 SQ.FT /TON 0.0020 TONS /SQ.FT 2,446.62 MBH 331.04 TONS 554,545 13.96 24,118 0.61 191,031 4.81 O 0.00 769,694 19.38 SUBMITTED TO: K_Q fl CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: I I r -` T Cd PLAN CHECK/PERMIT NUMBER: t/11 R (n 0 1 PROJECT NAME: S n'-r- Tr'FGN M I C A-L- Q/-1-2-lam PROJECT ADDRESS: c ( 1 S _ (O , S c -<t-tr PHONE: • � �� — / ! & x - /YU CONTACT PERSON: Koh) \1 A AV'. N • 1� ILL PFG /L REVISION SUMMARY: �r,�C' / S �,-, OTC, m `l7 tai 9 DC Jl-77 n Ars CaI Ron CLQ m Rte) 1Ql05Igr9. �k lQ rrm DEC 31903 • SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisio s. LOI DIVISION RECEIVED CITY OF TUKWILA NOV 2 71999 PERMIT CENTER 3/19/96 Ado O Dear Mr. Birk: !i!•1 &arses.: A.'.� October 1, 1996 Mr. Phil Birk 101 Elliott Avenue West #400 Seattle, Washington 98119 Building Department: City of Tukwila Department of Community Development Steve Lancaster, Director SUBJECT: REVISION LETTER #1 Mechanical Permit Application Number M96 -0112 Riverfront Technical Park 2811 S 102 St This letter is to inform you of revisions that must be addressed before your application for mechanical permit can be approved. All revision requests from each department must be addressed at the same time and reflected on your drawings. The following are comments from each of the reviewing departments: The structural drawing provided under Building Permit #B96 -0204 indicates roof structural reinforcement for a cooling tower weighing 7,500 pounds. The proposed cooling tower scheduled for this mechanical . application is shown to weigh 10,000 pounds. Provide additional structural documentation to justify the additional 2,500 equipment load. (Note, modifications to the approved building structural design will require that revisions to the building permit be submitted and approved prior to field changes). 2. The side wall registers (SWR -1) proposed for the one hour rated main entry lobby on the first floor plan are not shown to have smoke/ fire dampers. Revise the plans as needed. Fire Department: No Revision Comments. Plannine Devartment: No Revision Comments. ir000.Ff:11.actsfsoa ••;.auVare orora ai metPerevk t∎ ANI,A, srn4:r:l` Wrf ..S! 49rii*:- , ^;y'1 Contact Ken Nelsen, Plans Examiner, at (206) 431 -3670 if you have any questions regarding the following comments. John W Rants, Mayor Mr. Phil Birk October 1,1996 Page 2 Public Works Department: No Revision Comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, P-0VID.Onc Kelcie J. Peterson Permit Coordinator Enclosure CERTIFIED MAIL File: M96 -0112 Sent to MR PHIL BIRK Street and AVE W #400 P.O., State end ZIP Code SEATTLE, WA 98119 Postage $ .32 Certified Fee 1.10 Special Delivery Foe Restricted Delivery Fee Return Receipt Showing to Whom & Date Delivered 1.10 Return Receipt Showing to Whom, Date, and Addressee's Address 'OTAL Postage Fees $ 2.52 - Ifostmark or Date MAILED: 10/02/96 ddressee's A.ddr ' :` ®'Restdcted �. { iy.zi;< yi t f'Z • x `'`f St' %�,,',.} ='j , 2 'r` f iiC onstjit r'postrnester;. fo r!tee P 434 386 321 '� � Receipt for Certified Mail No C o Insu rance o va age Provided `-- Do not use for I nternational Mail (See Reverse) City of Tukwila Fire Department Fire Department Review Control #M96 -0112 (512) Dear Sir: September 3, 1996 Re: Riverfront Technical Park - 2811 South 102nd Street The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #1742) H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air - moving equipment upon detection of smoke in the main supply -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1742) Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1742) All new fire alarm systems or modifications to 'existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) John W Rants, Mayor Thomas P. Keefe, Fine Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 5754404 • Fax (206) 57$.4439 L ; City of Tukwila Fire Department Page number 2 Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1742) 2. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, (Z The Tukwila Fire prevention Bureau cc: TFD file ncd John W. Rants, Mayor Thomas P. Keefe, Ftre Chief Headquarters Station: 444 Andover Park East • Tukwila` Washington 98188 • Phone: (206) 5754404 • Fax (206) S7$4439 ",:,,,, ...friaoismytioN'Numeak : ,.. :I..; ;,, :EXPIRATION DAV ,':Y.' • .(:% M ok i i'4441' • (54 ib iv czit ....;.....,,,,,,.... EFFECTIVE:.DATE.08420163 r, Department of licensing I STATE OF WASHINGTON MCKINSTRY CO. 5005 3RD AVE S PO BOX 24567 SEATTLE WA 98124 MASTER LICENSE SERVICE REGISTRATIONS AND LICENSES ORGANIZATION TYPE DOMESTIC PROFIT CORPORATION UNIFIED DOMESTIC PROFIT CORPORATION RENEWED BY AUTHORITY OF SECRETARY OF STATE REGISTERED TRADE NAMES: MCKINSTRY CO WESTERN VENTILATION & SHEET METAL CO The above entity has been issued the business registrations or licenses listed DEPARTMENT OF LICENSING. BUSINESS 8. PROFESSIONS DIVISION, P.O. BOX 9034 OLYMPIA, WA 96507-9034 (360) 753.4401 0002902 ZB 116.?':10Stkv.:co .• ! odp 3RD AVE : s - - P o: sbx • 246 - • sEtc;iti4H01.: 8/21/96 I certify these to be true cop By: Accounting BUSINESS ID,#: BUSINESS ID #: EXPIRES : 04-30-1997 ■dklIL %PL!". C1.-1._ 179 012 657 001 . " • •••••• •-•••.#2*..•*•••-■••■••...-.-""-••••-•••••-•-. DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A .0% 1 % L m . ••• . eh a : A? NoTure STATEOFV16-INGTIMIlr" :$ PUBLIC" 44 • )1 1■ ... ... ...... %sr WAStr;01 F625.052.000 (3.92) • ger documents. OM% SYMBOLS PIPE. FITTINGS VALVF9 - LEGEND - PM PRESSURE 9 m mm E PPIRA UP SUPPLY a SPORE • VI ER NUMBER 1NOWATES 014 QUANTE/ NUMOM WORM. CFA "WM' N NEUTER III WARM OUTSIDE w O At o m a Nmxma CM RUMMY mp:.Wry0 An AU E10 CEILING I] iEq OUT 10 Si M &u g 1Tn! GMw ▪ C OC R EL '.HEw,Aiil P R I M ro EP MD NOR COUP qU Nth,, IX0UNU Fgw PR NU ION PAM ION & a1RI.OLOP PURSER LP FOB ME • OF EOIKICTO CURB TOS OP a:.Ou TOT TOT LL'E SECO MU FLOOR PUN CES CO W .9 - NH—NH N' e. CHILLED WATER REITIRM Pg£ COHDENSER WATER RETURN CONDE/ISA, MAN PILE ME STRAINER uxON CLEW., (PUS) ;ow. RAWER ' PRESSURE REAP VALW rcq> OPIATE INC I -4+ P v REY AR FLOW 0■PECEON SUPPLY AIR OUeT - ThiPPNO UP OR MEND SUPPLY MI NCI - TURNWO EOM OR AWAY EaRUST OR REPAY AN DUCT - tuFINIRR UP ON ITAPARD TURNING VANES GENERAL NOTES ALL DUCTWORK DIMENSIONS ARE INSIDE NET UNLESS NOTED OTHERWISE. CONCRETE WORK INCLUDING: EQUIPMENT CURBS, PIPING COVERS, POURED IN PLACE 'SUMP BASINS AND EQUIPMENT HOUSEKEEPING PADS SHALL BE PROVIDED BY GENERAL 'CONTRACTOR. COORDINATE SIZES & LOCATIONS. SEE ARCH & STRUCT. OWES. 3. MECHANICAL CONTRACTOR SHALL PROVIDE CODE APPROVED HOE STOPPING OF MECHANICAL PIPE AND DUCT PENETRATIONS OF FIRE,RATED WALLS, FLOORS & SHAFTS. 4.. ALL EXISTING DUCT AND PIPING REQUIRING DEMO ARE NOT SHOWN ON PLANS, THE EXTENT OF THIS WORK SHALL RE IDENTIFIED IN THE FIELD BY THE MECHANICAL CONTRACTOR FOR REMOVAL FROM INSTALLED. LOCATION & REMOVAL FROM BUILDING BY THE GENERAL CONTRACTOR. S. ALL STRUCTURAL MODIFICATIONS FOR NEW OR EXISTING MECHANICAL SYSTEMS ARE BY GENERAL CONTRACTOR. 6.'. ALL ROOF PENETRATIONS AND PATCHING ERR MECH. EQUIPMENT AND SYSTEMS BY O.C. SUP • ECIWEmlw mx1 TOE 0560 1 SUPPE/ 0011E SOUND LIM 50050005 SCREW) SF0Niw Ery x SQUARE RM CTRRLW9 ORES RNIRMY EEXm SUP SUM STMM TEL litANSFER NO IIWIISFER WET RANEE CONN INDEX OF URAWINMO SEPARATE PEBMD REQUIRED FDA O 'y{ELECTNIOA PWMSIND AO PIPING YU IA L EARREE0 OVWION CID BNCINEEBIN6 5003 380 AVE SOUTH SEATILE,WA. 98134 (206) TOR -3311 3 <E ME. COLUMBIA 0VMC P (5 03) 331 -0234 RIVERFRONT TECHNICAL PARK DRAWN OW RCP CHECKED OW JRV PROJECT MX: RIVERFRONT TECHNICAL PARK insfry PROJECT NUMBER: 35131 DATE: AUGUST 10, I0B6 E AJ 4 ml I IRS SHEET SITED SHEET INDEX AND LEGEND SHEET NUMBER: 0 1111111111�' UM FIRST FLOOR. PLAN. 0 0 7. - 1 - ) ur. w0 ¢ W Wm.. Cep HE a SFF X Ort 01^ I nN a 1, 0 011104 wry 4112 00 0 01021 0141 w o W 200 71011 O 4 fl NI 7111110 II MEER 0 ®III 14 0 190& LW 1101X41010 NN1. 02140 e0 01 anwrcri 201[, 2 I/O comp wMNXO 7701 MEWL 01 1110Y ONX 141 1017 000.00 00410 (IP 0E077 01 C6 0 � M 40 OUR 10 WOW 6. PW11K 40 00¢ 09(R O onewee 6 coo 0 8 UP SXNt ROAN O 10PN 20/204 6114 /0040 4/4� 5 EW2 6044017,1 171W. o s 1400 WP 2012004 um l MNNP MX IP WOW 000/111 © ants. 00 01661. © 000 001 Up.. SEE 17XNN1. Q 02101E 6 020X0 45101 IJ 00X00, © rem 06X010 (411214101 09 901.0040004' ® 0045 NW 100 - Q 1400 ttC OWE, ©.... ORE 40 200111009. 142000) 00000 © eemo 1M 80.10 MTAIN 9241410010 © 90141/100 PPM © 4 NARA 2001 TROY NW10 AYR NNE © Y SSA N ANP PJW. Wl1 WC119X 110501201 © (10131 X901440 RENEW. SCE 5X24 PR 1112004100 (00011011. ©] 01201E MT WWII • CM 0 wY, © 00 NY mWOWCf © OHIO WY.3 W➢Y 181*, Wert 01001 © IOU EA SOI 0)10001 S 0010 DEM EEO. CF ® DOWNS 2-1/1 CA © 200X[01 WYY 0410 DRAWN BYE RCP CHECKED 0 JRV PROJECT NUMBEB0 36131 PROJECT 111401 RIVERFRONT TECHNICAL PARK SHEET INLET FIRST FLOOR PLAN SHEET NUMBER) instry ENGINEERING 5005 3/10 AVE H SEA707E44, 40(34 (206) 762 -3311 5400 N.E COLUMBIA 01V0. 0011713140. 00 013111 (D ) 331 RIVERFRONT TECHNICAL PARK 01,111 O3-TO -NP Q) ' -1- 0 1 OMMNVBP 4 r /tn CATE1 AUGUST IB 1804 I:OIIIU t U ,m JAN 1 YJ51 B 2 mob -oi�a al um' Emu SECOND FLOOR PLAN SCALE: I(IC I' 01 RDA. RoAN<ur . ATM fir FA nL w aO. 040 wwINS smD1. 0, Rawls o9. ry 00000 ��p em0100, 0000 CRATE. MIT CO Mn. 01 000 500L`k 0 0 H 0 K 4 0100 11&LOL &NS "o: LM 00.4000. 0 Y GR Lw16 IN [pulp TO 00010 10AA © - RC CU xL Trim 4Lm Rom. COMES • NOV 100(0.0500 AWWR TO Tavola ow IO0INU 010 oar male 10110 00 Ror. Roof .00(00000 Of CHIRAL 000mw1w ® 040100 r KIR 0 600 HILL 00000 ® 0051040 s MIN MCHR SWL BONN. ® 14I IT MN1604105 TRRN0010)00110 cm® IR 4001 IQi i Ticr a gof NET 1 TS TRIO/a 100.00 EN 11001.1 me ES LEU100 NN ® WNrc LE ERAIS. • 1 4010(Ron 1 000 MMM6 500. ® Ram ry 00 TTOtE MMIN® ow WAR IC ROUND • HTS1110100000000 COU WAN. © MATTE NE1111112 MRIM GROG 10 , 0000001 Koff WC( ROCS 0( 11127.10-10006 0000000 IN TO CCM N 10611.0 Dan ® MN (0 ® fp51Nl0041N. ® 2060(0 wL Nn A9 Q 00cmiM CT an EOET. ® 004 10 Ron. ® WI NM1WT WOO 1110 - 5000) 201 ELLL ® • 19210 Rpa::R Noon. 600 0100000011 _ _ _ ry RNCINRRRMC RIVERFRONT TECHNICAL PARK T"b9.9(e Co¢elmv 4000. D DATE OE2CRIP1wN N NTnslWR1 DRAWN CY: RCP CHECMED BY: Ay PROJECT NUMBER; 35131 GATE: AUGUST 19, 1996 PROJECT TIRE: RIVERFRONT TECHNICAL PARK (20(1 762 -3311 5400 N.E. COLUMBIA BLVD. PORTLAND. 039 31- 0239 18 116 141 02-11-17 SHEET ISLE: SECOND FLOOR PLAN SHEET NUMBER: t FLOOR rng6 -o1ia PAPS pun no PARTIAL FLOOR PLAN semTO00 Cott HwW x0+1000* WPI ICRP-1I CHILLED AND CONDENSER WATER SCHEMATIC SCALE: NONE PUN KEY NOTES: QI C a( N AIR 61 1112)011141010FRISSI w MOMS a woo it RJW WRW9L O C To mw mM. Q e Low 1¢mn slaw WMl. 0 0 LM a oo 0 1113. ® SEE NNIN.ml sonar Q Y new em A cp. NAME mum ® 491[ 9E TT0000E Q I soar me a W. rum %MUIOA ID 0 TWO WI em C) 4 MEWL( MX A CM. AU mem ® SEE COVER SPEWS ID 0 SmWlr 111.l[ a we. MVO COMMON. Q® 21 ounce mei Mm. wlw iAM 1109 DI COWL COMIREOR ID 1 1009009* PRO IV Dw 61 09 JL mIINGNaa vp t0+50010Fin 1010 mw MU wcowmu aXMnaL FL PUMP II m' CONIROTOD Film 09141116'4 po (�K PRO W WTPIM TAUT NW BY MEWL p } OE SEE MU. ® MEMO OM WAY OAO TO SST NE -II RP EIIm0WI ® 'p1YLW Mm 250 KW W ® } PI OP N WLW INR Q © III ic II 000101009 MAIM ROOM NM, PPE TIED ® S BCE III WI 001412112104 u aWROla TAO WNMI SCHEME p x41 -I0, WW1 MBWMn WAWmm 091E SEE SCHEDULE DUCT DWW% RUMEN [MOOR ED Na 0 amp NM MAIER He mum Bynum/ WDMCIaa , r r :-- WARE WP, --RUES w9MIm EINI � -mn DOT my K `oww I—IDmwurc ROWS GM 3/Y ED AN MMW03 AS-I. m MEDAL WANDA 114N EI-I. SEE SCHEDVIE MA 14 A MEM 11141 DWI a MEW r MVR RPM 10 NEW MAN MEW DEMO ST940 RHNE 6M A ELM Mr I. 044141[. BLVMOT 41191991E -14 • A -0+ *010 o I 110 IES ROI D.Mmam1L I MM9WI PEI WARE Firm mow Vow F0000400+00 OMEN VMS CONNECT TO MEM 0 BE MVL DEC 3 1 1096 RIVERFRONT TECHNICAL PARK (�\ 11091/90 Fly DAMPERS 111+00 B/28/90 /09/06 D G I rwrio N PEP 1 E DESCRIPTION PIPING NO. PATE ESCx11TM 6LxsaxO D RAM en RCP CNECNEO DV: JAW P110001 11IE. RIVERFRONT TECHNICAL PARK ENGINEERING 500�m0E AVE SOUTH 90134 6 (206) 762 -3311 5400 N.E. COLUMBIA BLVD. PORTLAND. OR 07210 (003) 331 -0034 100 01 -11-W I 01103000 NUMDEB: 35131 OATS: AUGUST ID, 1090 111 V S HEET OGLE: PARTIAL PLAN AND _rte COOLING SYSTEM FLOW DIAGRAM SHEET NUMDEB: !miry M2.3 1101+ 1 Ni PLUMBING FIXTURE PUMP I W A PC BCNEDIRE ®®- wmi-- 1 N I/2' unlw uumri. 1/40 1a 700041201aa1 5403 mux ®acts�� wS . w fn® �ilY7f ii ��L:, fii iall , , 11611WIFEE — MU Wig 113. 1 O 11 Y9Ia . Y BFw l :my na 00 m AW L NM R MO Irun 040 w MSRw/I LYND]4 Ni�YwcY3ms .pwlrlM 141 alto 2 n ,__-.., ow 0m'OW0 2. WV WPM mma 030211YF F mum Gnaw 3. VANS EWRR w Iw ®000404 Fwraa wmxla 4 wu wu v a I® Nx 44040040. STA'IINL w MF4wTML 10 2NYOR LIE lmmm 11 SAMBA ow Oat PLUMBING FIXTURE PUMP I W A PC BCNEDIRE wmi-- 1 N I/2' unlw uumri. 1/40 1a 700041201aa1 5403 mux H ATY077T u4mm SIT TOO xS LOL OL Mumnl[nw OT 0 US wS . w fn® �ilY7f ii fii iall , , TI mwm� ne a ROL 1 O 11 Y9Ia . Y BFw l :my na 00 m AW L NM R MO Irun 040 w MSRw/I LYND]4 Ni�YwcY3ms .pwlrlM 141 alto -- n ,__-.., PLUMBING FIXTURE - I/2' unlw uumri. 1/40 1a 700041201aa1 5403 mux H ATY077T u4mm SIT TOO xS LOL OL Mumnl[nw OT 0 US PENTHOUSE FLOOR PLAN C PENTHOUSE TAN KEY NOTES: PLUMBING FIXTURES SCHEDULE !T ca © Osw 'rouue& m0wuI TOLL 4107 m uwxvu wrw¢im. 2 CIL 0:70 :AT@ VEL Q% no INA 0' @SEA @MEW 0 *-011a FAO 000AG VIM FORDED OR@ IPS F sin ISATNILIV f➢Ra11L11YO1IN I. SW0120 F 1022AL wORelw w Fm SWORE w ml 40404040 2. KS 4120'.✓ Mm 10 MT ...no gm Dewy OE OOZa WOES > At MA MA TOOL W100001G 1111113GA munTW wMMR[n*IL mlvu1IX 104 .'MEW W21222 @941M MA WY. m 2. MAX IMMIX � F TOO KU FAI ES VAY FAN POWERED TERMINAL DOE EOULE �limuai ®® n i L012 !• , ®a - no n �L9>_n �o i � l 6 MOM C3fs ®® MEM �EFUF E RI Wz f` m4r.■ „"� I:21•G 'T3...I�E��1 ©iD4 ®E ®EOtrs�L - ' .�1I�L IPl.IMI !SEM “ r�F RG A II N ' fl IE flE a f t7 7 [' . 3.. UJ.� 1 flEEEEF 1•1=M I /!f 0 M fle I 1 w LfL.f .. .m I� - " 1 Y�1 1e'>• ffo>• �— �ff�fffly >•r>fE6�fff��fo:�f..w.c -, �_ . � .. •, IPF_ EXPANSION TANK (ET) SCHEDULE u1 00050 emo ■ 4200L1 I 05e0 "'"'.--tire - 1 I 'C Fw — 1 NANA 21 IS 1. 7.400400 INTO 4400lwsl SUMP PUMP SCHEDULE NIS AIR SEPARATOR (AS) SCHEDLI RETURN GRILLE (0) BONE ULE Ma PUSAN lu[2wS NYµ po OF NO II I. Farm PT MOW MAI IY@I WICK .4000. u -I Ifml A > ROSE M NONM MGM SIDE WALL EGISTER (SWRI 0EILLE01W01 SCHEDULE MW m instry ENGINEERING 3009 MO A@ SOUTH stArniya. 931131 (SOT) 782 -3311 0400 NZ COLUMBIA BLVD. PORTLAND. OR 07210 (003) 331 -0234 RIVERFRONT TECHNICAL PARK I 401 40.14.11 2/00/90 EF RMOOK 9709/01 PFNNIOUSR Rd PROJECT N30000 :: 35151 001 PROJECT TILE RIVERGMONT TECHNICAL PARK SHEET TITLE NVAC AI PLUMBING - SCHEDULES SHEET NU00ER AUGUST ID I996 10011 1 21."1