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Home My WebLink AboutPermit M10-120 - RPIRPI 3325 S 116 ST SUITE 113 EXPIRED I1 -07 -11 M10 -120 City oPfukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 -431 -2451 Web site: http: / /www.ci.tukwila.wa.us MECHANICAL PERMIT Parcel No.: Address: 0923049068 3325 S 116 ST TUKW Project Name: RPI Permit Number: M10 -120 Issue Date: 09/15/2010 Permit Expires On: 03/14/2011 Owner: Name: Address: Contact Person: Name: Address: Email: Contractor: Name: Address: RREEF AMERICA REIT II PO BOX 4900 #207 , SCOTTSDALE AZ 85261 DAIMIAN BINGHAM Phone: 206 763 -1744 727 S KENYON ST , SEATTLE WA 98108 EVERGREEN REFRIGERATION LLC Phone: 206 763 -1744 727 S KENYON ST , SEATTLE WA 98108 Contractor License No: EVERGRL954R2 Expiration Date: 01/06/2012 DESCRIPTION OF WORK: INSTALLATION OF (1) EXHAUST FAN Value of Mechanical: Type of Fire Protection: $7,403.00 Permit Center Authorized Signature: Fees Collected: $281.56 International Mechanical Code Edition: 2009 67, Date: q-767-V I hereby certify that I have read and examined t}i permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whe er specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit. Signature: Date: / /tf/ Print Name: 1'17n/04 /1 3J1i/it 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. doc: IMC -4/10 M10 -120 Printed: 09 -15 -2010 • M City of Tukwila 4%1.: Department of Community Development C 6300 Southcenter Boulevard, Suite #100 O Tukwila, Washington 98188 Phone: 206-431-3670 .I?: Fax: 206 - 431 -3665 1 9084 ': Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 0923049068 Address: 3325 S 116 ST TUKW Suite No: Tenant: RPI PERMIT CONDITIONS Permit Number: M10 -120 Status: ISSUED Applied Date: 09/03/2010 Issue Date: 09/15/2010 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: 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. 7: Manufacturers installation instructions shall be available on the job site at the time of inspection. 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: 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. * *continued on next page ** doc: Cond -10/06 M10 -120 Printed: 09 -15 -2010 • M City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: 2Z/'7/?/ 2'/ /3 4,,/, Date: 9//f/ //L24 doc: Cond -10/06 M10-120 Printed: 09 -15 -2010 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Mechanical Permit; No. Project 'No.: (For of ee use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 3325 S 116TH ST 98168 Tenant Name: RPI Property Owners Name: RREEF AMERICA REIT II King Co Assessor's Tax No.: 0923049068 Suite Number: // Floor: New Tenant: ❑ Yes ❑ .. No Mailing Address: PO BOX 4900 #207 Scottsdale AZ 85261 City State Zip CONTACT PERSON - Who a we contact when your permit' is ready to be issued Name: Evergreen Refrigeration - Daimian Bingham Day Telephone: (206) 763 -1744 Mailing Address: 727 S Kenyon St. Seattle WA 98108 City E -Mail Address: Daimian @EvergreenHVAC.com Fax Number: State Zip MECHANICAL CONTRACTOR INFORMATION Company Name: Evergreen Refrigeration Mailing Address: 727 S Kenyon St. Seattle WA 98108 Contact Person: Daimian Bingham E -Mail Address: Daimian @EvergreenHVAC.com Contractor Registration Number: EVERGRL954R2 City State Zip Day Telephone: (206) 763 -1744 Fax Number: Expiration Date: ARCHITECT OF RECORD - Ali plans must be wet st imped by Architeel of Record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: H:\Applications \Forms- Applications On Line\2009 Applications \1 -2009 - Mechanical Permit Application.doc Revised: 1 -2009 hh Page 1 of 2 Valuation of Project (contractor's bid price): $ 1,0 3, 00 Scope of Work (please provide detailed information): ( LJ EX6n as Fan Use: Residential: New Commercial: New Fuel Type: Electric Replacement Replacement Gas ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 1 Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or addition to Heat/Refrig /Cooling System Incinerator — Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Daimian Bingham Mailing Address: 727 S Kenyon St. Date: Day Telephone: (206) 763 -1744 Seattle WA 98108 City State Zip Date Application Accepted: o� pp�� Date Application Expires: O Staff Initials: /\�v H:\Applications\Forms- Applications On Line\2009 Applications \I -2009 - Mechanical Permit Application.doc Revised. I -2009 bh ge2of2 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone : 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 0923049068 Address: 3325 S 116 ST TUKW Suite No: Applicant: RPI RECEIPT Permit Number: M10 -120 Status: PENDING Applied Date: 09/03/2010 Issue Date: Receipt No.: R10 -01750 Payment Amount: $281.56 Initials: JEM Payment Date: 09/03/2010 09:33 AM User ID: 1165 Balance: $0.00 Payee: EVERGREEN REFRIGERATION, LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 004475 281.56 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES PLAN CHECK - NONRES 000.322.102.00.00 225.25 000.345.830 56.31 Total: $281.56 PAYMENT PFnFNFCD doc: Receiot -06 Printed: 09 -03 -2010 . • INSPECTION RECORD Retain a copy with permit INSPECTION NO. • PERMIT NO. Mt -•(7, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431 -2451 Proje p -.-.---` Type of ". ki ti#-A /} Adores :^ $ (� .L Date Called: Special Instructions: :S Date Wanted: a.m. 5---• I 1 — ( r p.m. Requester: Phone No: 3 —22—(0 2 EjApproved per applicable codes. Corrections required prior to approval. COMMENTS: 0 6 DPI vA.Se Ley. Pe it'l L c)r A A prb J Ce1 :S 1 o.r ofd ; si • fLe. S)9e, _ k I .e , A5 -e A'- , J ' io i r. ----, q- 4 . In�e� tor: Date: 1' - 1 ( REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule•reinspection. a INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0: CITY OF TUKWILA BUILDING DIVISION !* 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 PIM 0. Pro'ec>: Ort7di /Ivo / leo Type of Inspection: sia. %v. + ddress: ...',T.2 Se l74 Date Called: .0 Special Instructions: • Date Wanted: Requester: Phone No: j 75\ +� • NApproved per applicable codes: Corrections required prior to approval. COMMENTS: 0 rAttin mi 4 •—• 14Ntor .0 At/ ‘,.o./4F . - - — — - - - -- - - 7l` -- - - rte... ( / Inspec Date; SPECTION 'FEE REAIRED. Pri to next inspection:-fee must be at-6300 Southcenter Blvd.,.Suit 100. Call to schedule reinspection. •- ^.+ - REINSPECTION FEE REQ 1RED. Igor to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. `r^ '-- LtAl 1,061-- 644 P r.. {ter- =4J- -e, ' ) e s-eiveil<1/4te • trispe or Date ; INSPECTION NO. INSPECTION RECORD Retain a copy with permit Mt 6,17A PERMIT NO. CITY. OF TUKWILA BUILDING DIVISION. ' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 1206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 9 �- Type o Inspection: ,r_ Address:, / 33 Date Called , I Special Instructions: . .. _ Date Wanted: ....2:.%) Requester: Phone No. j ^ �� t11 7/ -3( • a Approved per applicable codes. Corrections required prior to approval,. COMMENTS: 1 Inspector: 'Date: • ri REINSPECTION FEE REQUIRED: Prior to next inspection. fee must be paid at 6300 Southcehter Blvd.. Suite 100. Call to schedule reinspection. STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. FILE COPY Penult No. P1- SEA 1 BUILDING 3325 South 116`" Street Tukwila, Wa STRUCTURAL CALCULATIONS FOR ROOFTOP FAN ADDITION REVIEWED FOR CODE COMPLIANCE APPROVED SEP 14 2010 2006 IBC August 24'.7.1°. Enw Project No. - 000088 City of Tukwila BUILDING DIVISION ci4OAINAu► SEP 0 3 2010 PERMIT CENTER 0 6869 Woodlawn Avenue NE . Seattle, WA 98115 • 206.525.7560 . fax 206.522.6698 www.enwseattle.com ENWENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WooDx AwN AVE. N. E., #205, SEArn.e, WA 98115 (206) 525 -7560 FAX (206) 522-6698 PROJECT # PROJECT F eT - 5 DATE ' 2"1L 1 `� SUBJECT goo SHEET I OF E ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # SUBJECT 6869 WOODLAWN AVE. N. E., #205, SE&imi , WA 98115 (206) 525 -7560 FAx (206) 522 -6698 PROJECT R �'.L - 5ei■ 1 1``k +111-4 ` yf Y1�1 SvPy -) 2 3 o) G rY) - b)4, or YiVki 35 -7 0 3° � Li v DATE 23-ID SNEER C Z OF BY OK- 361 7 3 2= /S2 s -1 [144w. Kac2Oa User. KW- 0808858, Ver5.8.a, 'I-Dec-2003 (c)19.".3 -2003 ENERCALC Engineer ng Software Description Title : Dsgnr: Description : Scope: Job # Date: 5:02PM, 23 AUG 10 C RP! - SEA 1 M1 General Timber Beam I General information Code Ref. 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 4x6 Beam Width Beam Depth Member Type Load Our. Factor Beam End Fixity 3.5001n 5.500 in Sawn 1.150 Pin -Pin Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.2 Fb Base Allow 875.0 psi Fv Allow 170.0 psi Fc Allow 625.0 psi E 1,300.0 ksi 4.00 ft Lu if Lu ft Lu I-Full Length Uniform Loads Center Left Cantilever Right Cantilever Summary 0.00 ft 0.00 ft 0.00 ft DL DL DL 151.00 #/ft #/ft ft/ft LL LL LL #/ft #/ft #/ft Span= 4.00ft, Beam Width = 3.500in x Depth = 5.5in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max. Negative Moment Max @ Left Support Max Right Support Max. M allow fb 205.37 psi Fb 1,308.13 psi 0.157 :1 0.30k-ft 0.00k-ft 0.00 k -ft 0.00 k -ft 1.92 fv 18.26 psi Fv 195.50 psi Beam Design OK 0.3 k-ft Maximum Shear * 1.5 0.4 k 1.9 k-ft Allowable 3.8 k at 2.000 ft Shear: fig Left 0.30 k at 0.000 ft 411 Right 0.30 k Camber. @ Left 0.000 in § Center 0.021 in Right 0.100 in Reactions... Left DL 0.30 k Max 0.30 k Right DL 0.30 k Max 0.30 k I Deflections Center Span... Deflection ...Location ...Length/Deft Camber ( using 1.6 0 Center § Left Right Stress Gales Dead Load -0.014 in 2.000 ft 3,481.5 'D.L Deft )... 0.021 in 0.000 in 0.000 in Total Load -0.014 in 2.000 ft 3,481.54 Left Cantilever... Deflection ...Length/Deft Right Cantilever... Deflection ...Length/Deft Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 In 0.000 in 0.0 0.0 Bending Analysis Ck 29.150 Cf 1.300 Center Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Moment 0.30 k -ft 0.00 k -ft 0.00 k -ft Left Support 0.35 k 1.798 in2 195.50 psi 0.30 k 0.30 k Svc 17.646 in3 CI 0.000 Sxx Req'd 2.77 in3 0.00 in3 0.00 in3 Right Support 0.35 k 1.798 in2 195.50 psi Bearing Length Req'd Bearing Length Req'd Area 19.250 in2 Allowable fb 1,308.13 psi 1,308.13 psi 1,308.13 psi 0.138 in 0.138 in F(Rev. 580004 User. KW0808808, Ver5.5.0,1 Dec-2003 0)1383.2003 ENERCALC Engineering Software Description Title : Dsgnr. Description : Scope: General Timber Beam Job # Date: 5:02PM. 23 AUG 10 RPI - SEA 1 M1 [Query Values M, V, a D @ Specified Locati Center Span Location = Right Cant. Location = Left Cant. Location = C1 Page 2 rp seal.ecwc3:cutatians 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00kft Shear 0.30 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in Title : Dsgnr. Description : Scope: Job # Date: 5:02PM, 23 AUG 10 c Rev 380004 User 04060688, Ver8.8.0, 1- Ooo2003 (c)1933-2003 ENERCALC Engineering Softvate General Timber Beam Page 1 rpiseu1.ecw.. Calculation s Description RPI - SEA 1 M2 General Information Code Ref: 1997/2001 NDS, 2000/3 IBC, 2003 NFPA 5000. Base aliowables are user defined Section Name 4x8 Center Span 8.00 ft Lu Beam Width 3.500 in Left Cantilever ft Lu Beam Depth 7250 in Right Cantilever ft Lu Member Type Sawn Douglas Fir - Larch, No.2 Fb Base Allow 875.0 psi Fv Allow 170.0 psi Fc Allow 625.0 psi E 1,300.0 ksi Load Dur. Factor 1.150 Beam End Fbdty Pin -Pin Trapezoidal Loads #1 DL @ Left DL ® Right #2 DL 42 Left DL @ Right Summary 70.00 #/ft 70.00 #/ft 152.00 #/ft 152.00 #/ft LL @ Left LL @ Right LL @ Left LL @ Right *ft #Jft #/ft Start Loc End Loc Start Lac End Loe 0.00 ft 0.00 It 0.00 ft 0.000 ft 4.000 ft 4.000 ft 8.000 ft Spar= 8.00ft, Beam Width = 3.5001n x Depth = 7.251n, Ends are Pin -Pin Max Stress Ratio 0.272 1 Maximum Moment 0.9 k-ft Allowable 3.3 k-ft Max Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max M allow fb 356.19 psi Fb 1,308.13 psi 0.91 k-ft at 4.544 It 0.00 k-ft al 8.000 ft 0.00 k-ft 0.00 k-ft 3.34 iv 25.92 psi Fv 198.50 psi Maximum Shear * 1.5 Allowable Shear ® Left Right Camber @ Left Center Right Reactions... Left DL Right DL 0.36 k 0.53 k Max Max Beam Design OK 0.7 k 5.0 k 0.36 k 0.53 k 0.000 in 0.106 in 0.000 In 0.36 k 0.53 k Deflections Center Span- Deflection ...Location ...Length/Defl Camber ( using 15 . Center @ Left Right Dead Load -0.071 in 4.128 ft 1,354.5 D.L Deli ) 0.106 in 0.000 In 0.000 In igigaclg -0.071 in 4.128 ft 1,354.47 Left Cantilever... Deflection Right Cantilever.... Deflection ...Length/Deft Dead Load 0.000 In 0.0 0.000 in 0.0 Total Load 0.000 in 0.0 0.000 in 0.0 Stress Calcs Bending Analysis Ck 29.150 Cf 1.300 Center Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max Left Reaction Max Right Reaction Le Rb 0.00011 0.000 Max Moment 0.91 k -ft 0.00 k -ft 0.00 k -ft Left Support 0.48 k 2.468 in2 195.50 psi 0.36 k 0.53 k Sxx 30.661 1n3 CI 0.000 Sxx Read 8.35 in3 0.00 in3 0.00 in3 @ Right Support 0.66 k 3.364 in2 195.50 psi Bearing Length Req'd Bearing Length Req'd Area 25.375 in2 Allowable fb 1,308.13 psi 1,308.13 psi 1,308.13 psi 0.165 in 0240 in Rev 68t.634 6S4 User. KW.0806£ 8, Ner 5.8.0,1- Dec -2003 (o)1$ 83204',. ENERCALC Engineertrg Software Description RPI - SEA 1 M2 rQuery Values Title : Dsgnr: Description : Scope : Job # Date: 5:02PM, 23 AUG 10 General Timber Beam Page 2 rpiseat_ecw.Ca }lculia.ions M, V, & D Specified Locations Cent Span Location @ Right Cant Location = Left Cant. Location = 0.00 if 0.00 ft 0.00 ft Moment Shear Deflection 0.00 k-ft 0.3$ k 0.0000 in 0.00 k-ft 0.00 k 0.0000 in 0.00 k-ft 0.00 k 0.0000 in E ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS PROJECT # SUBJECT 6869 Woon!AwN AvE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT ? -M- s -iN 4- DATE (8 - 2' 10 19 Foo6A P r> s O F � 31 03:7 ` 5 3-f 4-25-) 8 SHEET C 7 OF BY 5 lk+U 2L15 ÷2.° : '23 :7 0 61 f T \c--Ek Title : Dsgnr. Description : Scope: Rev.. 5&0004 User KW0806898,'Jer5.8.0, 1- Cac -2003 (c }1983.2003 ENERCALC Engineering Software Description RPI - SEA 1 RP1 General Information General Timber Beam Job # Date: 8:OOAM, 24 AUG 10 L.� Page 1 rpseal. ecer.Calcula8ons Cafe Ref 1997/2001 NOS, 2/2003 IBC, 2003 NFPA 5000. Base altowables are user defined Section Name 4x14 Beam Width Beam Depth Member Type Load Our. Factor Beam End Fbdty 3.875 in 13.875 in Sawn 1.150 Pin -Pin Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, Fb Base Allow Fv Allow Fc Allow E Full Length Uniform Loads 23.60 ft Lu ft Lu ft Lu Dense No.1 1,550.0 psi 170.0 psi 730.0 psi 1,700.0ksi 0.00 ft 0.00 ft 0.00 ft Center Left Cantilever Right Cantilever DL DL DL [Point Loads 258.00 #/ft #/ft #/ft LL LL LL #/ft #lft #/ft Dead Load Live Load ...distance 534.0 ibs lbs 18.000 ft Summary Ibs Ibs 0.000 ft ibs Ibs 0.000 ft Ibs 0.000 ft ibs Ibs 0.000 ft Span = 23.60ft, Beam Wktth = 3.875in x Depth =13.8751n, Ends are Pin -Pin Max Stress Ratio 1.055: 1 Maximum Moment 19.5 k -ft Allowable 18.5 k -ft Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,880.91 psi Fb 1,782.50 psi 19.49k-ft 0.00k-ft 0.00 k-ft 0.00 k -ft 18.47 tv 88.14 psi Fv 195.50 psi at 12.272 ft at 23.600 ft Ibs Ibs 0.000 ft Ibs Ibe 0.000 ft Overstressed in Bending I Maximum Shear * 1.5 Allowable Shear. Reactions... Left DL Right DL 4.7 k 10.5 k @ Left 3.17 k it Right 3.45 k Camber @ Left 0.000 in @ Center 2.012 in Right 0.000 in 3.17 k 3.45 k Max 3.17 k Max 3.45 k Deflections Center Span... Dead Load Deflection -1.342 in ...Location 11.894 ft ...Length/Deft 211.1 C a m b e r ( using 1.5' D.L Deft ) ... @ Center 2.012 in .,@ Left 0.000 in @ Right 0.0001 Total Load -1.342 in 11.894 ft 211.09 Left Cantilever... Deflection ...Length/Deft Right Cantilever... Deflection ...Length/Deft L100 1244 Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.0 0.000 In 0.0 Title : Dug= Description : Scope : Job # Date: 8:OOAM, 24 AUG 10 c U of KWmood -080'389S var s.ao,1 -Q 2003 .ic)1983-2003 NERCALC &10k:eerE.Ag Software 1 RP1 General Timber Beam 2 ti rPssenl.ecw.Cm;cufa?ians Description RPI - SEA Stress Calcs Bending Analysis Ck 25.048 Cf 1.000 Center tfA Left Support Right Support Shear Analysis Design Shear Area Required Fr. Allowable Bearing @ Supports Max. Left Reaction Max Right Reaction Le Rb 0.000 It 0.000 Sxx CI 124.333 in3 0.000 Pot Redd Area 53.768 in2 Allowable fb 19.49 k-ft 0.00 k-ft 0.00 k -ft q Left Support 4.32 k 22.088 in2 195.50 psi 3.17 k 3.45 k 131.20 in3 0.00 In3 0.00 in3 @ Right Support 4.74 k 24.241 in2 195.50 psi Bearing Length Req'd Bearing Length Regd 1,782.50 psi 1,782.50 psi 1,782.50 psi 1.121 In 1220 in Query Values & D @ Specified Locations Center Span Location = Right Cant. Location Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 040 k-ft 0.00 k -ft 0.00 k-ft Shear 3.17 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 in 0.0000 in E ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS PROJECT # SUBJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAx (206) 522 -6698 PROJECT g.1 DATE g- 3-1D fu 1- SHEET C 10 OF �lxlu b )G1\ 25) 3 Li ../ '11- ft- 'tea User KW.080O98, Ver 5,8.0. 1-Cec -2003 (c)1983-2003 ENERCALC Engineering Software Description RP! - SEA 1 RP2 Title Dsgnr. Description : Scope: General Timber Beam slob # Date: 7:59AM, 24 AUG 10 Page 1 etwCa:cutsucns General Information Code Ref: 1997/2001 NOS, 2000/2003 IBC, 2003 NFPA 5000. Base ailowabies are user defined Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 4x14 3.875 in 13.875 in Sawn 1.150 Pin -Pin Center Span Left Cantilever Right Cantilever Douglas Fv - Larch, Fb Base Allow Fv Allow Fc Allow E 23.60 ft Lu ft Lu ft Lu Dense No.1 1,550.0 psi 170.0 psi 730.0 psi 1,700.0 ksi 0.00 ft 0.00 ft 0.00 ft Center Left Cantilever Right Cantilever DL DL DL 258.00 #/ft #/ft #/ft LL LL LL Point Loads Dead load Uve Loci ...distance 158.0 Ibs ibs 18.000 ft Summary Ibs Ibs 0.000 ft ibs Ibs 0.000 ft ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Ibs Iba 0.000 ft Ibs Ibs 0.000ft Span= 23.609, Beam Width = 3.875n x Depth = 13.875in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max_ Negative Moment Max @ Left Support Max G- Right Support Max M allow tb 1,776.54 psi Fb 1,782.50 psi 0.997 1 18.4 k-ft 18.5 k-ft 18.41 k-ft at 11.989 ft 0.00 k-ft at 23.600 ft 0.00 k-ft 0.00 k-ft 18.47 fv Fv 80.14 psi 195.50 psi Maximum Shear * 1.5 Allowable Shear Reactions... Left DL Right DL Beam Design OK 4.3 k 10.5 k @ Left 3.08 k @ Right 3.16 k Camber @ Left 0.000 in @ Center 1.892 in Right 0.000 in 3.08 k 3.16 k Max 3.0$ k 3.16 k Deflections Center Span... Dead Load Deflection - 1.262 in Location 11.800 ft ...Length/Defl 224.5 Camber ( using 1.S' D.L Deli) ._ @ Center 1.892 In Left 0.000 to @ Right 0.000 in Total Load -1.262 in 11.800 ft 224.48 Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Deft Dead Load Total Load 0.000 In 0.000 in 0.0 0.0 0.000 in 0.000 In 0.0 0.0 Rev: 580004 User. KW 0806393, Ver 5.8.O. 1 -Dec -2003 (c)1983-2003 ENERCALC Enginee+ing Software Title : Dsgnr. Description : Scope : General Timber Beam Job # Date: 7:59AM, 24 AUG 10 Page 2 rpiseal ecwCalwlatiens Description RPl - SEA 1 RP2 Stress Calcs Bending Analysis Ck 25.048 Le Cf 1.000 Rb Center Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing a Supports Max. Left Reaction Max. Right Reaction Query Values 0.000 ft 0.000 Max Moment 18.41 k-ft 0.00 k -ft 0.00 k -ft Left Support 4.18 k 21.404 in2 195.50 psi 3.08 k 3.16 k Svc 124.333 in3 Area 53.766 in2 CI 0.000 Sxx Req'd Allowable fb 123.92 in3 1,782.50 psi 0.00 in3 1,782.50 psi 0.00 in3 1,782.50 psi Right Support 4.31 k 22.041 in2 195.50 psi Bearing Length Req'd Bearing Length Rend 1.089 in 1.119 In M, V, & D r• Specified Locations Center Span Location = Right Cant Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k-ft 0.00 k-ft 0.00k-ft Shear 3.08 k 0.00 k 0.00 k Deflection 0.0000 in 0.0000 In 0.0000 In E ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS PROJECT # SUBJECT PROJECT 6869 WooDl.Awx AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522-6698 'C2ii(71 F\ tcocis-.z repkilAc Cric) DATE 7-'2(i-10 SHEET C I) OF BY 0_( cm,z_ 9(S- -H w 4 '3 ooS User KW-0603898, Ver5.8.0, 1-Dec-2003 (s)19a3.2003 ENERCALC Engineering Sottwsrs Title : Dsgnr. Description • Scope: General Timber Beam Job # Date: 3:43PM, 23 AUG 10 I ►U Page 1 rpisea t ecw:catcuraficns Description RPI SEA 1 RB 2 General Information Code Ref: 1997/2001 NOS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 6.78228.5 Beam Width 8.760 in Beam Depth 28.500 in Member Type GiuLam Load Dur. Factor Beam End Fixity 1.150 Pin -Pin Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow Fv Allow Fc Allow E 41.67ft Lu 0.00 ft 9.00 ft Lu 0.00 ft ft Lu 0.00 ft 2,400.0 psi 240.0 psi 650.0 psi 1,700.0 ksi Full Length Uniform Loads Center Left Cantilever Right Cantilever DL DL DL 882.00 Nil 882.00 #/ft #/ft LL LL LL #/ft #/ft #/ft [Point Loads L Dead Load 10,500.0 lbs Ibs Ibs lbs lbs lbs tbs Live Load Ibs Ibs Ibs Ibs lbs lbs lbs ...distance -9.000 It 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft. Beam Design OK Summary Span= 41.67ft, Left Cant= 9.00ft, Beam Width = 6.750in x Depth = 28.5in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,731.60 psi Fb 2,299.44 psi 0.753 1 131.9 k -ft Maximum Shear * 1.5 29.3 k 175.1 k -ft Allowable 53.1 k 131.86k-ft at 24.476 ft Shear @ Left 21.50 k -130.22 k -ft at 0.000 ft @ Right 15.25 k - 130.22 k -ft 0.00 k -ft 175.10 fv 152.35 psi Fv 276.00 psi Reactions... Left DL Right DL Camber. @ Left 0.501 In Center 2.423 in Right 0.000 in 39.94 k 15.25 k Max 39.94 k Max 15.25 k Deflections .rte Center Span... Dead Load Deflection -1.615 in ...Location 22.65611 ...Length/Deft 309.6 Camber ( using 1.5 * D.L. Deft).. Center 2.423 In Left 0.501 In Right 0.000 in Total Load -1.615 in 22.656 ft 309.57 Left Cantilever... Dead Load Total Load Deflection 0.334 in 0.334 in ... Length/Defl 647.1 647.1 Right Cantilever... Deflection ...Length/Defl 0.000 in 0.000 in 0.0 0.0 Title : Dsgnr. Description : Scope: Job # Date: 3:43PM, 23 AUG 10 i c. Rev: 580034 User, KW-05083.93, Ver 5.8,0, 1430o-2003 (c)198 -2003 ENERCALC Engineering Software General Timber Beam Description RPI SEA 1 RB 2 Stress Calcs Page 11 rpeai eow.Ca:w:atic s Bending Analysis Ck 20.128 Cv 0.833 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max Left Reaction Max Right Reaction Le Rb 0.000 ft 0.000 Max Moment 131.86 k-ft 130.22 k-ft 0.00 k-ft @ Left Support 29.31 k 106.190 In2 276.00 psi 39.94 k 15.25 k Spot CI 913.781 in3 0.000 Sxx Redd 688.13 in3 679.58 in3 0.00 in3 RigM Support 19.93 k 72.222 in2 276.00 psi Bearing Length Req'd Bearing Length Reld Area 192.375 in2 Allowable jb 2299.44 psi Z299.44 psi 2,299.44 psi 9.103 in 3.478 in Query Values M, V, b D @ Specified Locations @ Center Span Location @ Right Cant Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment - 130.22 k -ft 0.00k-ft - 130.22 k -ft Shear 21.50 k 0.00 k 21.50 k Deflection 0.0000 in 0.0000 in 0.0000 in PAGE: CLIENT : DESIGN BY : JOB NO.: DATE : REVIEW BY : ENPROJECT. STKI-c°rc rt.41. Ewt.1N><. trs INPUT DATA Typical floor height Typical floor weight Number of floors importance factor (ASCE 11.5.1) Building location Site class (A, B, C, D, E, F) The coefficient (ASCE Tab 12.8 -2) The coefficient(ASCE Tab. 12.2.1) h„ = W = DESIGN SUMMARY h = 2 ft Total base shear wi = k V = 0.16 W, (SD) = 0 k, (SD) n = 1 = 0.12 W, (ASD) = 0 k, (ASD) 1= 1 "'' (IBC Tab 1E04.5) Seismic design category D Zip Code 0 Latitude: 47.651 1' Of no soil reboil use D) Longitude: - 122.397 Ct = t}.02 Ss = 134.777 "�g , Sm, = 1.348 9 . F, = 1.000 R = 6.6 S1= 45:930= %9 , Smf = 0.706 g , F„ = 1.541 Sos = 0.899 g , So1= 0.412 g 26.0 ft k = 1.00 , (ASCE 12.8.3. pg 130) X = 0.75 , (ASCE Tab 12.8.2) 1 k LW„ hk = 26 Ta = q (h„)" = 0.23 Sec, (ASCE 12.82.1) VERTICAL DISTRIBUTION OF LATERAL FORCES Level Level F to floor No. Name Height ft Height Weight Lateral force (it each level Diaphragm force tlx w, wxh k Cvx F, V, D. M. 2 Fi LWr Fp, ft k k k k -ft k k k 1 Roof 26,00 Ground 26.0 1 26 1.000 0.2 0.2 1 0 0.2 0.0 4 ENGINEERS- NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful Input = 'Shaded cells Job number : Job name SHEET C 1 / OF REV. 1: 416/07 REV. 2: 9/29/09 RFV .- 1 /111116 SEISMIC IBC 2006 Section 1613.11 ASCE 7.05 Section 12.8 Equivalent Lateral Force Procedure - Building design base shear All references below are to ASCE 7-05 (U.N.O.) loptut Al Special reinforced concrete shear walls Basic Seismic- Force - Resisting System = Basic Seismic- Force - Resisting System = Is this considered a Building Structure ? is Diaphragm considered Flexible? hn = Ss = S1 = • = Site Class (soil) = Occupancy Category = Top of wall elevation (parapet) = Elevation of top of wall lateral support (max.) = Elevation of top of wan lateral support (min.) = Regular Structure s 5 Stories? BINS y . 26.00 ft. 1.35 0.48 16 D. q. • = Bearing Wall System Section 15.1.1 - for Nonbuilding Structure definition. Section 12.3.1 height to top level in main portion of structure (abv.base) Section 11.3 Spectral response acceleration at 02 seconds for Site Class B. Spectral response acceleration at 1.0 seconds for Site Class B. Long -period transition period Figure 22-15 thru 22 -20 Section 20.1 Soil properties "D• is default unless the Geotech data orBuitding Table 1 -1 page 3 Official thinks f is Sae Class "E "or "F". 30.001t 2800 fL,. 2640ft., NO Site Coefficient Fa = Site Coefficient Fv = Sms = Sm1 = Sds = Sdt = Seismic Design Category (SDC) = To = Ts = Ct = Period = T Sa = R= Sto = Cd = la= Output 1.000 1.540 1.350 0.708 0.900 0472 D 0.105 0.524 0.02 0.230 0.900 5 2 5 1 Detailing Reference Section = 14.2 0.180 Section 12.8.1.1 (Eq. 12.8 -2) 0.410 Section 12.8.1.1 (Eq. 12.8-3 & Eq. 12.8 -4) 0.010 Section 12.8.1.1 (Eq. 12.8-5 & Eq. 12.8 -6) 0.180 Section 12.8.1.1 (Eq. 12.8-2 thru Eq. 12.8.6) 0.180 IN At strength level USD (Eq. 12.8-1) 0.126 *W Working (0.7•E ) ASD Cs cafe. = Cs max. = Cs min. = Cs use = Vu design = V design = Ev roof high point (minimum parapet) roof low point (maximum parapet) Section 12.8.1.3 W = Building weight (# or kips) Table 11.41 Table 11.4-2 Sms = FaSs Section 11.4.3 (Eq. 11.41) Sm1 = FvS1 Section 11.4.3 (Eq. 11.4-2) Sds = 2/3Sms Section 11.4.4 (Eq. 11.4-3) Sd1 = 213Sm1 Section 11.4.4 (Eq. 11.4-4) Section 11.6 & Tables 11.6 -1 & 11.6 -2 0.2Sd1 /Sds Section 11.4.5 Sd1 /Sds Section 11.4.5 Section 12.8.2.1 Table 12.8-2 Table 12.8 -1 seconds - Sectian12.8.2.1 (Eq. 12_8-7) Cu =1.4 Section 11.4.5 (Eq. 11.4 -5)or (Eq.11.48)or (Eq. 11.47) Table 12.2-1 Response Modification Coefficient (reduces forces to USD) System Overstrength Factor modified for flexible diaphragm Deflection Amplification Factor for use in Sections 12.8.6,12.8.7 & 12.9.2 Occupancy Importance Factor. Table 11.5 -1 0.180 *D = +14 Sds D (Eq. 12.44) May be Zero for proportioning foundations. Diaohramits wp = The weight tributary to the diaphragm at that level Fpu talc. = 0.180 Fpu min. = 0.180 Fpu max.= 0.360 Fpu design = 0.180 Fp design = 0.126 *wp (Eqs. 12.8 -2 thru 12.8-6 above) *wp (min. Section 12.10.1.1) •wp (max. Section 12.10.1.1) *wp USD *wp ASD (0.7•USD) EQ. 8/24/2010 ASCE7- 05Setsmtc Job number Job name ENGINEERS - NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful 1 SHEET` OF ASCE 7 -05 Section 13.3.1 Mechanical 8 Electrical Component Attachments Input Rev. 4 -16-09 Component Definition ASCE 7-05 Table 13.6 -1 = ME -1) Alr -side HVAC, tans, air handlers, air conditioning units, cabinet hea Table 13.6 -1 Category = Mechanical and Electrical Components Ip = • 1.0 Section 13.1.3 Equipment weight = Wp = .0.65 , kips is equipment mounted on a roof or on ground 7 R' input (R or G) Spectral acceleration = Sds =, 0.9 Automaficly Input from tab "IBC EQ." (Eq. 13.3 -2) (Eq. 13.3 -1) (Eq. 13.3 -3) Output ap/Rp = 0.417 Table 13.6 -1 z/h = 1.0000 at roof level Fpu= 1.6*Sds*ip*Wp = 1.4400 *Wp Upper bound Fpu= 0.4 *ap*Sds'Ip/Rp *(1 +27Jh)Wp = 0.4500 *Wp Calculated Fpu= 0.3 *Sds*lp*Wp = 0.2700 *Wp Lower bound Equipment Lateral Load Anchorage force (WSD) Fpu design = 0.4500 *W (U.S.D.) Fp design = 0.3150 •W (A.S.D.) Working (0.7 factor ) Fp design = 0.205 kips See footnotes below NOTE: 1.) Anchors in concrete or masonry shall be proportioned to carry the least of a) the force resulting from an application of 1.3Fp only, or b) the maximum force occuring as a result of any ASDILRFD Toad combination (Sec. 13.4.2) 2.) Powder actuated fasteners shall not be used for tenon Mad applications In Seismic Design Categories D, E, and F unless approved for such loading (Sec. 13.4.5) 3.) Anchorage shall not be resisted by friction clips (Sec. 13.4.6) 4.) Expansion anchors shall not be used for non - vibration isolated mechanical equipment rated over 10 hp (Sec. 13.6.5.5) 8/24/2010 ElectMech.Components ASCE7- 05Seismic qD ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-1560 FAX (206) 522-6698 PROJECT # PROJECT E - E DATE - 10 SUDJECT go o SHEET 1 OF BY Vqc t E ENGINEERS NORTHWEST, INC., P.S. ^- STRUCTURAL ENGINEERS PROJECT # SUsJEc -r 6869 WOOD LAWN AVE. N. E., #205, SEArni , WA 98115 (206) 525 -7560 FAX (206) 522 -6698 e r - ` � PROJECT --✓ SE c" t ,„ 1-- 1b sazu) a i2' MI- f\ 'zoU \J' � , 2 ,(-( 2q DATE _2112 I \ \1 SHEET 2 OF BY )C �3i�Yc1�� N. L w/ Lt. IaNGt- N No 3j-8 x 12 6i_i3 ui 41 �3� �* c.? ENGINEERS NORTHWEST, INC., P.S. ^' STRUCTURAL ENGINEERS PROJECT # SUBJECT 6869 W00DLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525 -7560 FAX (206) 522-6698 PROJECT Rf .�►- S Pis �_ DATE �j Q -- Li -10 e� SHEET ✓ ON BY 11) F ) F }kik) Vie HO Gam: N Ec-rtiO 2 E ENGINEERS NORTHWEST, INC., P.S. ^• STRUCTURAL ENGINEERS PROJECT # SUBJECT 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 PROJECT fr - ``;� Yi J._ DATE 1 -1 0 j 8 x 2 X O!- 4t+ Lfi r SHEET BY S 0 L...T'E9 Tb x it cc:7 ou 3 Gity of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director DAIMIAN BINGHAM 727 S KENYON ST SEATTLE WA 98108 RE: Permit No. M10 -120 RPI 3325 S 116 ST TUKW Dear Permit Holder: 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 11/07/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 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 11/07/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, --R), Bill Rambo Permit Technician --4 File: Permit File No. M10 -120 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 05 -02 -2011 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director DAIMIAN BINGHAM 727 S KENYON ST SEATTLE WA 98108 RE: Permit No. M10 -120 3325 S 116 ST TUKW Dear Permit Holder: 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 06/12/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 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 06/12/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, 1:,,)Q .R.1_ Bill Rambo Permit Technician File: Permit File No. M10-120 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ct , of Tu r Jim Haggerton, Mayor Department of Community Development September 7, 2010 Daimian Bingham Evergreen Refrigeration 727 S Kenyon St Seattle, WA 98108 RE: Letter of Incomplete Application # 1 Mechanical Permit Application M10 -120 RPI — 3325 S 116 St Dear Mr. Bingham, Jack Pace, Director This letter is to inform you that your permit application received at the City of Tukwila Permit Center on September 3, 2010 is determined to be incomplete. Before your application can continue the plan review process the attached/following items from the following department(s) need(s) to be addressed: Fire Department: Alan Metzler at 206 575 -4407 if you have any questions concerning the following comment. 1. Provide information on vapors /materials being exhausted through ducts. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a "Revision Submittal 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 Permit Center at (206) 431 -3670. Sincerely, ifer Marshall it Technician Enclosures File: M10 -120 W:\Permit Center \lncomplete Letters\2010 \M 10 -120 Incomplete Ltr # 1.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 v Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 OPER T MORD COPY el PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M10 -120 PROJECT NAME: RPI DATE: 09/10/10 SITE ADDRESS: 3325 S 116 ST Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division Public Works 9-1H-10 Ire Prevention Structural Planning Division ❑ Permit Coordinator n n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 09/14/10 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Building Please Route rA Structural Review Required REVIEWER'S INITIALS: No further Review Required n DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 10/12/10 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Docurnentshouting slip.doc 2 -28 -02 • FERNY C, #, RD COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M10 -120 DATE: 09/03/10 PROJECT NAME: RPI SITE ADDRESS: 3325 S 116 ST, STE 113 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: uivision Public Works t \ t.M \Lei �,O . L- Fire Prevention Structural • Planning Division Permit Coordinator n n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [ Incomplete Comments: DUE DATE: 09/07/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: nifq01� LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ FireX Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route n REVIEWER'S INITIALS: Structural Review Required n No further Review Required n DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/05/10 Approved Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: a -ia -to Plan Check/Permit Number: M 1 0-120 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: RPI Project Address: Contact Person: nm,I C� SEP 101010 , -tHMlr CENTER 3325 S 116 St RtcH1RizD C7Pr�Dw- Phone Number: 2.O6 'tort j • 317 2 Summary of Revision: ry R-Po X01,5 PS ( - O I2g X:r NL'P - 0190125 6-g— IMAzE21Ris /4- 80 -11■). x (2,51t.D, Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on (0 \applications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople lifer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name EVERGREEN REFRIGERATION LLC UBI No. 602512953 Phone 2067631744 Address 727 S Kenyon St License No. Suite /Apt. License Type City Seattle Effective Date State WA Expiration Date Zip 98108 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Status Active EVERGRL954R2 Construction Contractor 1/6/2006 1/6/2012 Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status EVERGHH910J0 EVERGREEN HOME HEATING & ENGY Construction Contractor General Unused 4/20/2009 4/20/2011 Active EVERGI`201D7 EVERGREEN REFRIGERATION INC Construction Contractor General Unused 3/27/1980 7/31/2006 Relicensed Business Owner Information Name Role Effective Date Expiration Date EVERGREEN REFRIGERATION LLC Partner /Member 12/22/2005 Amount PATTON, DAVID Partner /Member 01/06/2006 BAW54192293 PATTON, RODGER Partner /Member 01/06/2006 PATTON, MATTHEW Partner /Member 01/06/2006 Continental Western Ins Co Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 TRAVELERS CAS & SURETY CO 104667361 01/01/2006 Until Cancelled $12,000.00 01/03/2006 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 3 AMERICAN FIRE AND CASUALTY COM BAW54192293 07/31/2010 07/31/2011 $1,000,000.00 07/29/2010 2 Continental Western Ins Co CWP2640663 07/31/2006 07/31/2010 $1,000,000.0003 /23/2009 1 ALASKA NATIONAL INSURANCE CO 05GLS31381 07/31/2005 07/31/2006 $1,000,000.00 01/03/2006 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 09/15/2010 EXHAUST FAN SCHEDULE MARK MANF. MODEL CFM S.P. VOLTS PHASE BHP WEIGHT NOTES RECTANGULAR DUCT 7 ROUND DUCT REF 7 ILG CRBA -36 15,000 1" 460 3 3.20 631 LBS LOCATED ON ROOF FLOOR PLAN SCALE : NONE ROOF 22" 22" FLOOR COMPLETION AND COMMISSIONING FOR MECHANICAL SYSTEMS RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS OF THE DATE OF SYSTEM ACCEPTANCE PER WA ENERGY CODE (WSEC) SECTION 1416.1. AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER PER WSEC SECTION 1416.2.4.1 ALL HVAC SYSTEMS SHALL BE BALANCED AND A WRITTEN BALANCE REPORT SHALL BE PROVIDED TO THE OWNER PER WSEC SECTION 14516.2.2.1. FOR WAREHOUSES, SEMIHEATED SPACES AND SIMPLE SYSTEMS (AS DEFINED IN WSEC SECTION 1421): HVAC CONTROL SYSTEMS SHALL BE TESTED, CALIBRATED AND ADJUSTED, SEQUENCES OF OPERATION SHALL BE TESTED TO ENSURE THAT THEY OPERATE IN ACCORD WITH SPECIFICATIONS AND APPROVED PLANS, AND A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE FILED WITH THE OWNER PER WSEC SECTION 1416.2.3.2. FOR ALL OTHER SYSTEMS: HVAC CONTROL SYSTEMS SHALL BE TESTED, CALIBRATED AND ADJUSTED, SEQUENCES OF OPERATION SHALL BE TESTED TO ENSURE THAT THEY OPERATE IN ACCORD WITH SPECIFICATIONS AND APPROVED PLANS PER WSEC SECTION 1416.2.3.2; NECESSARY TESTS SHALL BE IDENTIFIED PER WSEC SECTION 1416.23; A PRELIMINARY COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY PER WSEC SECTION 1416.2.5.1 AND A COMPLETE FINAL COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE FILED WITH THE OWNER PER WSEC SECTION 1416.2.5.2. 1 5000 CFM 1, 18" 3500 CFM 5000 CFM 3500 CFM <RE ) f EXISTING DUCT FROM EXISTING FAN 18" 700 CFM (EXISTING) SECTION AA (M2) SCALE : 1/4" = 1' -0" SEPARATE PERMIT REQUIRED FOR: ❑ echanical QEIectricai cj/nambing s Piping City of Tukwila BUILDING DIVISION FILE COPY Permit No. IA tag" 114/ Plan review approval is subject to errors and omissions. A, royal of construction documents does not authorize f ric; violation of any adopted code or ordinance. Receipt n approved Field Copy and conditions is acknowledged: By (�i� Date. ' / /S //D City Of Tlukwita BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. I 1 NOTE: Revisions will require a new plan submittal and may include additional plan review fees. REVIEWED FOR CODE COMPLIANCE APPQAVFD SEP 14 2010 City of Tukwila BUILDING DIVISION GENERAL NOTES DUCTWORK 1.1 ALL DUCT DIMENSIONS ON PLAN ARE CLEAR INSIDE DIMENSIONS, ADD 2" TO EACH DIMENSION TO OBTAIN OUTSIDE DIMENSION. ADD 4 "TO EACH DIMENSION IF DUCTWORK IS ON THE EXTERIOR OF BUILDING. 1.2 THE FIRST NUMBER ON ALL DUCT DIMENSIONS IS THE WIDTH AND THE SECOND NUMBER IS THE HEIGHT. 1.3 MATERIALS WITHIN DUCTS OR PLENUMS SHALL HAVE A FLAME SPREAD RATING LESS THAN 25 AND A FLAME SMOKE DEVELOPMENT RATING LESS THAN 50, PER IMC 602.2.1. 1.4 SEAL ALL TRANSVERSE JOINTS FOR DUCTWORK WITH STATIC PRESSURE BETWEEN 1/2 INCHES AND 2 INCHES. DUCTWORK WHICH IS DESIGNED TO OPERATE AT PRESSURES ABOVE 1/2 INCH WATER COLUMN STATIC PRESSURE SHALL BE SEALED IN ACCORDANCE WITH STANDARD RS -7. 1.5 ALL DUCT GAUGES PER SMACNA, IMC 603-4. 1.6 ALL DUCT SUPPORTS PER SMACNA, IMC 603 -10. 1.7 ATTACH DIFFUSERS AND GRILLES TO T -BAR GRID PER WA STATE & LOCAL CODES. 1.8 BALANCING DAMPERS ARE TO BE INSTALLED ON ALL BRANCH DUCTS OR DIFFUSERS. INSULATION 2.1 INSULATE OR LINE DUCTWORK PER WA. STATE ENERGY AND MECHANICAL CODES. 2.2 INSULATE REFRIGERANT & CONDENSATE PIPING PER STATE & LOCAL ENERGY CODES. GENERAL CONTRACTOR 3.1 GENERAL CONTRACTOR TO PROVIDE AND CUT OPENINGS FOR ALL ROOFTOP, CEILING, FLOOR, AND WALL PENETRATIONS, INCLUDING WEATHERPROOF SEALING AND FIRE PROOF LINING PER IMC & IBC. 3.2 GENERAL CONTRACTOR TO VERIFY PENETRATION LOCATION AND DIMENSIONS WITH ERL BEFORE FRAMING OPENINGS. 3.3 GENERAL CONTRACTOR TO PROVIDE ALL DEMOLITION, PATCHING, AND PAINTING AS REQUIRED FOR MECHANICAL WORK. 3.4 GENERAL CONTRACTOR TO PROVIDE ADEQUATE STRUCTURAL SUPPORT AS REQUIRED FOR MECHANICAL WORK. GENERAL CONTRACTOR TO PROVIDE ADEQUATE ENGINEERING AS REQUIRED FOR MECHANICAL WORK. 3.6 GENERAL CONTRACTOR TO PROVIDE SERVICE ACCESS PER CODE TO ALL MECHANICAL EQUIPMENT. 3.7 GENERAL CONTRACTOR TO LEVEL ALL FACTORY CURBS PROVIDED BY ERL PROVIDE ALL CANT STRIPS AND CURB INSULATION, AND SEAL AGAINST LEAKS. 3.8 GENERAL CONTRACTOR TO PROVIDE ALL CUTTING AND PATCHING OF T -BAR CEILING AS REQUIRED FOR HVAC INSTALLATION. 3.9 GENERAL CONTRACTOR TO PROTECT ALL OPENINGS THROUGH FLOORS PROVIDED FOR DUCTWORK INSTALLATION IN ACCORDANCE WITH TABLE 601 OF INTERNATIONAL BUILDING CODE, WHERE REQUIRED BY SECTION 707 OF IBC. ELECTRICAL 4.1 ERL TO INSTALL ALL LOW VOLTAGE CONTROL WIRING, CONDUIT WILL BE PROVIDED BY ELECTRICAL CONTRACTOR. 4.2 ELECTRICAL CONTRACTOR TO PROVIDE ALL ELECTRICAL CONNECTIONS, DISCONNECTS, AND STARTERS FOR MECHANICAL EQUIPMENT. 4.3 ELECTRICAL CONTRACTOR TO VERIFY EQUIPMENT SIZES, LOADS AND LOCATIONS WITH ERL MECHANICAL PLAN AND WITH FIELD CONDITIONS. 4.4 ELECTRICAL CONTRACTOR TO INTERLOCK BATHROOM EXHAUST FANS WITH LIGHT SWITCH. 4.5 ERL TO PROVIDE 7 -DAY NIGHT SETBACK, PROGRAMMABLE TYPE T -STAT WITH CAPABILITY OF 5 °F DEADBAND. 4.6 ERL TO VERIFY FINAL LOCATION OF THERMOSTAT WITH CUSTOMER. 4.7 ELECTRICAL CONTRACTOR TO PROVIDE ELECTRICAL GCFI OUTLET WITHIN 25 FT OF EACH PIECE OF MECHANICAL EQUIPMENT. 3.5 PLUMBING 5.1 PLUMBING CONTRACTOR TO FURNISH AND INSTALL ALL GAS PIPING FOR MECHANICAL EQUIPMENT PER CODE. 5.2 PLUMBING CONTRACTOR OFFSET VENTS 10 FEET MINIMUM FROM ALL HVAC FRESH AIR INTAKES OR 2' ABOVE HIGHEST POINT OF INTAKE, IMC 401.5.1. 5.3 CONDENSATE DRAINS FROM RTU BY ERI TO DRAIN WITHIN 12" OF UNIT. CONDENSATE DRAINS FOR AIR HANDLERS BY PLUMBER. ENERGY CODE COMPLIANCE 6.1 AT A MINIMUM,, EACH FLOOR IS TO BE CONSIDERED A SEPARATE ZONE. VERIFY THERMOSTATI IC CONTROL FOR EACH ZONE AS INDICATED ON PLANS. 6.2 OUTSIDE AIR INTAKES, EXHAUST OUTLETS, AND RELIEF OUTLETS SERVING CONDITIONER SPACES SHALL BE EQUIPPED WITH DAMPERS WHICH CLOSE AUTOMATIC ' -LY WHEN THE SYSTEM IS OFF OR UPON POWER FAILURE, PER WSEC, Sf � 1412 4.1. 6.3 AIR ECONOA ZE S WHERE REQUIRED BY CODE ARE INDICATED BY THE EQUIPMENT SCHEDULE NT 100% CAPABILITY, CONTROL AND OPERATION OF THE ECONOMIZER SHALL COMPLY WITH WSEC SEC. 1423. MECHANICAL CODE COMPLIANCE 7.1 WHERE REQUIRED PROVIDE AUTOMATIC SHUTOFF ACTIVATED BY SMOKE DETECTORS IN EACH SYSTEM DELIVERING HEATING OR COOLING AIR IN EXCESS OF 2000 CFM. DETECTORS SHALL BE LOCATED IN THE MAIN RETURN AIR PER IMC 606. WA2004 #1 SYMBOL LEGEND SYMBOL ABBY. DESCRIPTION 0 DUCT SECTION SUPPLY DUCT SECTION - RETURN /EXHAUST RECTANGULAR DUCT 7 ROUND DUCT FLEXIBLE DUCT _ MVD MANUAL VOLUME DAMPER ❑ BDD BDD BACKDRAFT DAMPER I I MD MOTORIZED DAMPER - 4 FD FIRE DAMPER FSD FIRE /SMOKE DAMPER (120V POWER REQ.) -®� CEILING RADIATION DAMPER sD SD SMOKE DETECTOR Q T THERMOSTAT Q S SENSOR -R R R REFRIGERANT LINES -G G G NATURAL GAS LINES e CEILING DIFFUSER (SUPPLY) or CEILING DIFFUSER (RETURN /EXHAUST) EXHAUST FAN (CEILING MOUNTED) 111 INLINE FAN ." D8 i+ PROPELLER FAN GITY° . \ t / . SEP 0 Q 20 SIDEWALL DIFFUSER PERMIT Cf N DUCT FITTING B.O.J. 12' 2" -' DATUM 6 UNIT TAG DUCT RISER 0 w w z w w w ri NOT PUBLISHED, ALL RIGHTS RESERVED. THE DRAWING AND SPECIFICATIONS, IDEAS; DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF EVE- RGREEN REFRIGERATION INC. NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISC- LOSED OR DISTRIBUTED TO OTHERS, SOLD, PUB- LISHED OR OTHERWISE USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPEN- SATION TO EVERGREEN REFRIGERATION INC, VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFIC- ATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, FAX (206) 763 - 2389 (206) 763 - 1744 N. N 0 0 0 0 0 PROGRESS PRINTS - NOT FOR CONSTRUCTION V) Ca v) Z 0 Z < Q 0 ct Q Z Z t O u 0 CL Z O Q (1) 0.. 0 < 0 AS BUILT DRAWINGS • ❑ ❑ ❑ SEATTLE WASHINGTON 98108 727 SOUTH KENYON EVERGRL954R2 0 Cl0N L.I. HVAC COVER SHEET REVISIONS NO DATE ITEM DRAWING ATE: 07/27/10 DWG. BY: GN CHK. BY RB JOB NO.: 510314 DWG. FILE: 510314M1 SHEET: M1 OF 2 SHEETS • THIS 133HSOId:111 PRISM CUTTER ENDSI IF SHELF AVAIIAMI r �77SCGr1.ctLt1 2) 777_27777 (7777...u.IrrnJZr7J. Kr FORKLIF1 AISLE ri 8 MATCH BIN �.J 319VI CONVEYOR 120X16 . ONIBI: t? 1?I3d r.�__ PERFECTS @10 TABLE 73X30 MATCH BIN . ,BV1 G NVEYOR 120X16 (TABLE L) ONIBID3R113d CONVEYOR - 120X16 TABLE PERFECTBIND Cr) x Li U7 CA nr) cnx m \` 4147c/-1 ENDSHEET SHELF ENDSI IEE_l SHELF MIS NTdns METRO 60624 METRO 60X24 METRO 60624 METRO 60X24 CONVEYOR 120616 CONVEYOR 120X16 USIVEYOR 120X16 CONVEYOR 120X16 TABLE 73X30 U K PEDESTRIAN AISLE CAB PARTS CAB CAB PARTS PARIS (c Jl NEW MAINTENANCE SHOP L CAB COUNTER SINK RESIROOM NO CHANGE CONVEYOR 120X16_ t ON't.YORR 120X16 CONVEYOR 120X16 CONVEYOR 120X16 U 1 I I._HANAT_.J PARTS GAB r WORKBENCI1 Id YW DDO r A,B REFER RECONF71;1IRE BPAK R 1M 4d y R L ROOM 96672 1 p -I' M3S N3Jr1S M3S N3dfS GP2 METRO 60X24 co co TABLE 73630 li) PRISM CUTTER —1 LIIii. J13HS 133HSON3 ENDSHEET. SHELF CO H31110 1/491T-1 GP2 h TABLE 73X30 GP2 013C 73(0 �Er1VE�RV TABLE VERY TABLE LO BC xP LX5`0 UNWIND LX566 STACKER LX5i1 CUT TER METRO 60X24 METRO 6062.4 METRO 60624 ROLL - N) h q 1 RACK �I • I FAGK HP I RACK ...... III' _ II RAi� I I i lrrrizzzrr_zr�r1 EXISTING RACKS Ti 77 /141111% .1/74/ ON ROOF Atzg, nor 18" EXISTING EXH. FAN ON ROOF TABLE 96X36 17 FORKLIFT AISLE TABLE 96Y,16 d. V 1 L_ 71"Y.:4"- I rT • •1 0 0 HF'7 ZdIl HP5000 TABLE. 96X36 HP5000 FCIKLIFT AISLE OII NOIdWVI13 LJ EIP600O WAIN ND, II_P REWIND 00USdH °0f/TAN Il HP5000 TABLE 7 V3 ROLL _J ROLL ROLL PEDESTRIAN AISLE TI 11 FT NEW LOCKERS 90 HAIF HEIGHT 0 2 PEDESTRIAN AISLE HP 5009 T TABLE 962;0 7- HVAC FLOOR PLAN HPZ ZdH 10 0 P= 0 SHIP STATION HPZ . TJ 1' U ZdH r Eli SCALE : 1/8" = [1 Mao- 1z0 REVIEWED FOR CODE COMPLIANCE APDIAVED SEP 1 4 1010. City of Tukwila BUILDING DIVISION CITY OF SEP 0 3 2010 PERMIT CENTER NOT PUBLISHED, ALL RIGHTS RESERVED. THE DRAWING AND SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF EVE- RGREEN REFRIGERATION INC, NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISC- LOSED OR DISTRIBUTED TO OTHERS, SOLD, PUB- LISHED OR OTHERWISE USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPEN- SATION TO EVERGREEN REFRIGERATION INC, VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFIC- ATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. FAX (206) 763 - 2389 SEATTLE, WASHINGTON 98108 727 SOUTH KENYON EVERGRL954R2 O tV N O < < < < C) 0 0 0 PROGRESS PRINTS - NOT FOR CONSTRUCTION 0 z 0 J 0 ccZ_ LL 0 0 0 CONSTRUCTION DRAWINGS z 0 1- J D m ■ E CI L1 z O 0 HVAC COVER SHEET REVISIONS NO DATE ITEM DRAWING DATE: 07/27 /10 DWG. BY: GN CHK. BY: RB JOB NO.: 510314 DWG. FILE: 510314M 2 SHEET: M2 2 OF 2 SHEETS • �I HP ...... III' _ I HIEEER RAi� I I CHI(ITTF (:1■1.1.F.R k C d. V 1 L_ 71"Y.:4"- I rT • •1 0 0 HF'7 ZdIl HP5000 TABLE. 96X36 HP5000 FCIKLIFT AISLE OII NOIdWVI13 LJ EIP600O WAIN ND, II_P REWIND 00USdH °0f/TAN Il HP5000 TABLE 7 V3 ROLL _J ROLL ROLL PEDESTRIAN AISLE TI 11 FT NEW LOCKERS 90 HAIF HEIGHT 0 2 PEDESTRIAN AISLE HP 5009 T TABLE 962;0 7- HVAC FLOOR PLAN HPZ ZdH 10 0 P= 0 SHIP STATION HPZ . TJ 1' U ZdH r Eli SCALE : 1/8" = [1 Mao- 1z0 REVIEWED FOR CODE COMPLIANCE APDIAVED SEP 1 4 1010. City of Tukwila BUILDING DIVISION CITY OF SEP 0 3 2010 PERMIT CENTER NOT PUBLISHED, ALL RIGHTS RESERVED. THE DRAWING AND SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF EVE- RGREEN REFRIGERATION INC, NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISC- LOSED OR DISTRIBUTED TO OTHERS, SOLD, PUB- LISHED OR OTHERWISE USED WITHOUT THE PRIOR WRITTEN CONSENT OF AND APPROPRIATE COMPEN- SATION TO EVERGREEN REFRIGERATION INC, VISUAL CONTACT WITH THE ABOVE DRAWINGS OR SPECIFIC- ATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. FAX (206) 763 - 2389 SEATTLE, WASHINGTON 98108 727 SOUTH KENYON EVERGRL954R2 O tV N O < < < < C) 0 0 0 PROGRESS PRINTS - NOT FOR CONSTRUCTION 0 z 0 J 0 ccZ_ LL 0 0 0 CONSTRUCTION DRAWINGS z 0 1- J D m ■ E CI L1 z O 0 HVAC COVER SHEET REVISIONS NO DATE ITEM DRAWING DATE: 07/27 /10 DWG. BY: GN CHK. BY: RB JOB NO.: 510314 DWG. FILE: 510314M 2 SHEET: M2 2 OF 2 SHEETS