Loading...
HomeMy WebLinkAboutPermit M16-0106 - CLEARSIGN COMBUSTION CORP - COOLING TOWER AND BOILERCLEARSIGN COMBUSTION CORP 12870 INTERURBAN AVE S M16-0106 City of Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov MECHANICAL PERMIT Parcel No: 2716000010 Permit Number: M16-0106 Address: 12870 INTERURBAN AVE S Issue Date: 7/12/2016 Permit Expires On: 1/8/2017 Project Name: CLEARSIGN COMBUSTION CORP Owner: Name: EPROPERTY TAX INC DEPT #207 Address: PO BOX 4900, SCOTTSDALE, WA, National Electrical Code: 85261 Contact Person: 2015 Name: WILLIAM SANTANA Address: 12870 INTERURBAN AVE S, TUKWILA, WAC 296-46B: WA, 98188 Contractor: 2015 Name: OWNER AFFIDAVIT Address: 2015 License No: Lender: Name: Address: , Phone: (206) 557-3488 Phone: Expiration Date: DESCRIPTION OF WORK: INSTALL OUR COOLING TOWER AND OUR 25 HP BOILER TO NEW 4" STANILESS PIPE WITH NEW PIPE CONNECTING TO EXISTING FURNACE. Valuation of Work: $32,640.00 Type of Work: Fuel type: GAS Fees Collected: $624.78 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2014 International Residential Code Edition: 2015 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2015 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015 International Fuel Gas Code: 2015 Permit Center Authorized Signature Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development ermit and agree a conditions attac d to this permit. % Signature: Date: ! Print Name: C1 9-r- This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 4: 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. S: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: 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. 8: ***MECHANICAL PERMIT CONDITIONS*** 9: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1800 MECHANICAL FINAL 0701 ROUGH -IN MECHANICAL CITY OF TUKL _JA • Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov � 5al" -pW Mechanical Permit No. _ F V ` l U ' q n Project No. 41%_ Date Application Accepted: ✓l/t�llo Date Application Expires: For office use 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 King Co Assessor's Tax No.: Site Address:_ / d �h� 2 (ti (� V P S� Suite Number: Floor: Tenant Name: c' eo\y-S tR r1 C v Y-\ L(AfTia-VI\ co f Re New Tenant: ..... Yes No PROPERTY OWNER Name:R R F�`q^ \ r \ 11�� %% f?'I Q,Y t Gtr,ReitCarr. Address: P() U o k ZO 7 7,13 1 City: UStat . Zip- 41 $72� 9 ) -7 ? CONTACT PERSON — person receiving all project communication Name: I1/ / Q m ri a n A Address:/� 87 0YAley- LAY -6a n Rv 'o City: T NState: t„ / Zi Phone2()J 5/5.1 1gg' Fax: Email:.1- a J1 � �����• ! 1 f1 _ Cd Valuation of project (contractor's bid price): $ rescribe the scope of work in detail:jt 6 n@ t,/ <�'a, � r I e5; ; fv,,rn&c,,P- - I -i MECHANICAL CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: b Ur C4 inn T is w e t- t n J 6 Ur [z 5 h D (v t i/e r- wi`ih M Use: Residential: New.......... ❑ Replacement........ ❑ Commercial: New.......... ❑ Replacement........ ❑ Fuel Type: Electric ...... ❑ Gas........® Other:_ H:\Applications\Forms-Applications On Line\2016 Applications\Mechanical Permit Application Revised 1-4-16.docx Revised: January 2016 Page 1 of 2 bh Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Residential, Nighttime Furnace >100k btu Industrial Floor furnace 55 dB(A) Suspended/wall/floor mounted heater 57 dB(A) Appliance vent Commercial Repair or addition to heat/refrig/cooling system 47 dB(A) Air handling unit <10,000 cfm 65 dB(A) Unit Type Qty Air handling unit >I0,000 cfm Residential, Nighttime Evaporator cooler Industrial Ventilation fan connected to single duct 55 dB(A) Ventilation system 57 dB(A) Hood and duct Commercial Incinerator — domestic 47 dB(A) Incinerator — comm/industrial 65 dB(A) Unit Type Qty Fire damper Residential, Nighttime Diffuser Industrial Thermostat 55 dB(A) Wood/gas stove 57 dB(A) Emergency enerator Commercial Other mechanical equipment 47 dB(A) 60 dB(A) 65 dB(A) Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 h /500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ h /1,750,000 btu Noise: Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can be heard from within a house at night in a residential zone it may not be allowed. For more details, see TMC 8.22 District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 dB(A) 60 dB(A) Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) 65 dB(A) 70 dB(A) *Daytime means 7AM-10PM, Monday through Friday and 8AM-10PM, Saturday, Sunday and State -recognized holidays. A few sounds are exempt from the noise code, including: Warning devices; Construction and property maintenance during the daytime hours (lam-IOpm); Testing of backup generators during the day. 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. UTHORIZED AGENT: - y Print Name: Ddu v i 4 Ck r P Q5k-( Mailing Address: / 4 O T fQr GA,& n Day Telephone: I �Kw; City Date: V �� State Zip H:\Applications\Forms-Applications On Line\2016 ApplicationsWechanical Permit Application Revised 1-4-16.docx Revised: January 2016 Page 2 of 2 bh DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $504.63 M16-0106 Address: 12870 INTERURBAN AVE S Apn: 2716000010 $504.63 MECHANICAL $480.60 PERMIT ISSUANCE BASE FEE ROOO.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $448.10 TECHNOLOGY FEE $24.03 TECHNOLOGY FEE TOTAL FEES PAID' R8933 • R000.322.900.04.00 0.00 $24.03 1 Date Paid: Tuesday, July 12, 2016 Paid By: CLEARSIGN COMBUSTION CORP Pay Method: CHECK 5730 Printed: Tuesday, July 12, 2016 1:22 PM 1 of 1 SYSTEMS DESCRIPTIONS PermitTRAK ACCOUNT• 'PAID $331.73 D16-0167 Address: 12870 INTERURBAN AVE S Apn: 2716000010 $211.58 DEVELOPMENT $211.58 PLAN CHECK FEE R000.345.830.00.00 T 0.00 $211.58 M16-0106 Address: 12870 INTERURBAN AVE S Apn: 2716000010 $120.15 MECHANICAL $120.15 PLAN CHECK FEE 1' TOTAL PAID R000.322.102.00.00 0.00 $120.15 Date Paid: Monday, June 20, 2016 Paid By: CLEARSIGN COMBUSTIN CORPORATIO Pay Method: CHECK 5637 Printed: Monday, lune 20, 2016 3:04 PM 1 of 1 � „ sterins INSPECTION RECORD In�rp/0(�Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr 'ect:Type Q Si70 of Inspection: A)at- SALAdYb1 Address: dress: Date Called: Special Instructions: Date Want: P.M. Requester: Phone No: 266 -)rqr --711(- Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date:' EJ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit)^ X10 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr 'ect:a ,g100 G AJ e AuSTI d d of Inspection: G U 4- /)J€C- AAAI f (A1— Address: J2070 S Date Called: Special Instructions: Date WantedLl&' a. p.m. Requester Phone No: )VApproved Approved per applicable codes. 1-1 Corrections required prior to approval. Inspector: Date: I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cali to schedule reinspection. CONSULTING ENGINEERS/CIVIL AND STRUCTURAL STRUCTURAL DESIGN CALCULATIONS & DETAILS FILM OF Bearing Plates and Seismic Connections For EVAPCO Cooling Tower and CB Steam Boiler At CLEARSIGN COMBUSTION 12870 Interurban Avenue S., Seattle, WA 98166 REI Job No. 16037 June, 2016 1519 West Valley Highway North/Suite 101 Post Office fox 836/Auburn, TNA 98071 253-833-7776 Fax 253-939-2168 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 8 20016/ . vaV Ci of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 2 0 2016 PERMIT CENTER 40 Qa P o N 0[2@13 CONSULTING ENGINEERS/CIVIL AND STRUCTURAL �voti-.l FLk -C �syszt� �►5.� SAY �s�Z"-iC . JOB ��37 SHEET NO. t OF CALCULATED BY TeA- DATE 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 1 253-833-7776 Fax 253-939.2168 CHECKED BY DATE SCALE V = C. * W Period of vibration C, = I. SDat(R/I), = 0.4970 Governs T = 7.65 X 10' (UD)2 (w DR)" L (ft) = 8.96 I CS= SDtlr(R/1) = 7.0274 T = 0.040 second D (ft) = 8.46 C, = 0.044SDS I = 0.0656 The period is less than 0.06 t (in) = 0.375 C, = 0.5St/(R/I) = 0.1398 second,the tank qualifies as a RIGID W (Kips) = 7.110 Seismic base shear, V = C, Wa = 3.53 Kips nonbuilding structure and thus is w (plf) = W/L 793.67 considered FLEXIBLE. wD/t= 214821.21 LM = 1.06 Per ASCE section 13.3.1 FP= 0A*aP.SDS `Ip(1+2z/h)"Wp/Rp= 0.7157 WP ap= 1.0 Rp = 2.5 FP = 1.6 * SDS * IP * Wp = 2.3856 WP z/h = 1.0 (Conservative) WP = 7.110 Kips (max.) FP = 0.3 * SDs *. Ip " WP 0.4473 Vllp Hence, Fp = 0.6552 * WP = 5.088 Kips <---- Governs for seismic holdown design Distance between embeds = 7.00 ft comer weight A Comer weight B Comer weightC Comer weight D Length, L = 8.96 ft (distance btwn base leg) (LB.) (LB.) (LB.) (LB.) Width, W 8.46 ft Unit:' 80 gal tank . 1777.50 1777.50 . 1777.50 .1777.50 Height,.h = 13.11 ft. .Curb Ht: (ft) :. 1.00 ft .H'.= Height of C.G. + Curb Ht. = 8.56 ft Overturning momnet at base; MOT = FP' H' = 43.54 kip -ft <- Overturning moment shall be resisted by four embed plates Fp„ = Seismic Vertical Force= 0.2 * SDS * Wp = 1.41 kips Resisting Moment, RM = (WP - Fp„) " dmlr,/2 = 24.09 kip -ft <- Consider the dead weight of tank Conservative. Design - Ignore the resistance moment and determine the uplift from the overturning moment noted in the following: Tension or Compression Force per each embed = MOT/Distance btwn straps = TE or CE (resist by total 4 embeds) = 2.222 kips (ASD) <- Shear force per connector, VE {top and bottom straps) = Shear force at each of steel embed = 0.909 kips (ASD) <- Rupert Engineering, Inc, Project Title: CdnsultingEngineersCivil!Structural Engineer: Project ID: 1519 West Valley Highway N., Project Descr: Suite 101 Auburn, WA 98001 Title Block Line 6 Printed: 18 MAY 2016, 8:26AM File= S:1201611603iL=-11STRUCT 11De§ignldesgn.eg6_ ASCE Seismic Base 'Sheaf ENERCALC,INC.1983.2016,Buiki616.5.1.1,Ver616.5.11 Determine Seismic Coefficients for Rooftop Unit Seismic Holdown Risk Category 'Calculations per ASCE 7-10 Risk Category of Building or Other Structure: 'II" : All Buildings and other structures except those listed as Category I, III, and IV ASCE 7-10, Page 2, Table 1.5-1 Seismic Importance Factor = 1 ASCE 7-10, Page 5, Table 1.5-2 Gridded Ss & Slvalues ASCE-7-10 Standard ASCE 7-10 11.4.1 Max. Ground Motions, 5% Damping: Latitude = 47,498 deg North SS = 1,4909 g, 0.2 sec response Longitude = 122,247 deg West S1 = 0.5592 g. 1.0 sec response Location: Seattle, WA 98178 Site Class. Site Coeff. and Design Catego Site Classification "D*: Shear Wave Velocity 600 to 1,200 ft/sec = D ASCE 7-10 Table 20.3-1 Site Coefficients Fa & Fv Fa = 1.00 ASCE 7-10 Table 11.4-1 & 11.4-2 (using straight-line interpolation from table values) Fv = 1.50 Maximum Considered Earthquake Acceleration S Ms = Fa ` Ss = 1.491 ASCE 7-10 Eq. 11.4-1 S M1 = Fv " S1 = 0,839 ASCE 7-10 Eq. 11.4-1 Design Spectral Acceleration S os S W3= 0,994 ASCE 7-10 Eq. 11.4-3 S Dl= S Mi 213 = ASCE 7-10 Eq. 11.4-4 Seismic Design Category = D OSCE 7-10 Table 11.6-1 & -2 Resisting System ASCE 7-10 Table 12.2-1 Basic Seismic Force Resisting System ... Bearing Wall Systems Light -framed walls sheathed wiwood structural panels rated for shear resistance or steel sheets. Response Modification Coefficient " R " = 6.50 Building height Limits: System Overstrength Factor " Wo " = 3.00 Category "A & B" Limit: No Limit "C" Deflection Amplification Factor " Cd " = 4 00 Category Limit: No Limit Category "D" Limit: Limit = 65 NOTEI See ASCE 7-10 for all applicable footnotes. Category "E' Limit Limit = 65 Category "F" Limit: Limit = 65 Lateral Force Procedure ASCE 7-10 Section 12.8.2 Equivalent Lateral Force Procedure The "Equivalent Lateral Force Procedure" is being used according to the provisions of ASCE 7-1012.8 Determine Building Period Use ASCE 12.8-7 Structure i y uilding Period Calculation: All Other Structural Systems " Ct" value = 0.020 " hn' : Height from base to highest level = 25.0 It "x"value = " Ta " Approximate fundemental period using -7 : Ta = Ct " (hn AX) = 0,224 sec "TL" : Long -period transition period per ASCE 7-10 Maps - > 22-16 8,000 sec 'ding Period " Ta ° Calculated pproximate Method selected = 0,224 We Cs " Response Coefficient ASCE 7-10 Section 12.8.1.1 S DS Short Period Design Spectral Response = 0,994 From Eq. Preliminary Cs = 0.153 " R " : Response Modification Factor _ From Eq. 12.8-3 & 1 . s need not exceed = 0.385 " I " : Seismic Importance Factor — 1 From Eq. 12.8-5 & 12.8-6, Cs no than = 0.044 Cs :Seismic Response Coefficient = = 0.1529 Seismic Base Shear ASCE 7- on 12.8.1 Cs = 0.1529 fr 8.1.1 W ( see Sum Wi below) = 0,00 k Seismic Base Shear V = Cs " W = 0.00 k EM o - A 1AGga1@0t1@gq 01@@o CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 253-833-7776 Fax 253-939-2168 JOB \66�1 SHEET NO. OF CALCULATED BY 1eek/ DATE CHECKED BY DATE SCALE t,,,{ 7*"Z.�V_ -7110 L$', ��►"'�.�.� ; 4a-��+�X ��-ltl -t.X C3r-l�`'fat t-�tGN) � �V-r CT 1 = \'7-4c,=>Ups 4k- 4�2.t X G' _S I H•tt�L}} � G rCS 5E};�t� A;r- .G til t�4 40MA W-rztcmT 'q mac; }is rz: • Z i.A-f ; L� L6611;) (-r4 7 f Ca t X5`.1, 'M-e"6L = IT' lu v ( ,,v_a CF - r r C.47,1a) 0 S,S )1X-6t�o W�i�1 �b.l.l. -yt�12a►Z� ot-a Iac St o 7(1-) 1--.v1.t► ��\'L4���20� '!" %Ttoi L��� �1ctCrl� 2,0 CONSULTING ENGINEERSICIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 253-833-7776 Fax 253-939-2168 JOB SHEET NO.. OF J� ` CALCULATED BY t"L^ DATE a"'�� •Z'Q��'" CHECKED BY DATEt'Z"'b1� SCALE �a•Ll td,(.< TSG- �C'l.p�j� Cg.S � � _ �'� � -r� fie.. x ':*10, X44- �r L.vA+n S C 12 b t -Tit a X03 F,d . S . -� t-r-t,�t r�s�-�rti..M.�..�tc„ �,�.� '�' • � `�,--��.�f� � ��t.6.�y5 : z.? � a G4 c� 14,z.6irri. 401A 1> . D`rruZT �.�rre� � ,-�-c- ►kb �.n �i Qs-� Z o � �r,...ti.a � q n, zt�cE.�F-� ��s L 5"i+4cL Nt war ►-[ r M k:(L'z , ZL 4) = -Z'7 9 , z$S �, d. S . C}rlas-C a->,s��2'%•-� ,-r `cKdt..- t-� � `�—x'61 S Ta! : \,).-5 -7 S a 1 6C6, ?,a 3 CO, 7(S "i) Cks, 4-) " •? 1 q , 7 7 gr,�c" C� au'' i*- 8,bk_t,�Lr tawq--6 inn V'W-A L*T = Z?- U 'r 4117 —vN+nYt,() _ ,7a6K" Frt.tc-Tim, �, 0• S , �*• lt�s.ta-4r�C �i'LC�4 tti .�-r�i ��1 Z '� 1 . S � � � .fit a b� � 3T��-t� o�S�dG �S S�ZI aT M v 5 E, M C�k�� Cl -1 X 6 x bx t 1.1 i7+ � tNr„ _ u� {N JOB CONSULTING ENGINEERS/CIVIL AND STRUCTURAL SHEET NO. OF CALCULATED BY DATEtOib 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 253-833-7776 Fax 253-939-2168 CHECKED BY DATE Jy-'��� •2" "fit` SCALE h•1���r`� r 4� � pest u,N,c� -T� - Tyr .� ' -- cwt.• T -o,, ,�� M : y3.�s - Sit, 1o, CMZ-. 4-) 7Al- v C1At' 1) col O. O K h, \AT- o S-T0c+ -vtR %-1" rAuLs-31 v�—WIWS , 0';•X 01071 X 1 c,7—' _ �.CO� eool n DOM Y:TW 1�9r� �a�� `� -, Z �,2'(` = ��K cZ x � �Z) `� = 33'1.5 ►��,f� V -7--s wk-xp-A-j Lib , ti v- ; t 4 c ) -2a = cz'Co D1'°$f f n• `lti � z )� z . rte. �r.FJw S�ct�r�rt4Ta � �%$ �1u..�-t �•���" O:SXr>.� a1 1 X" �,� ��/a S'Sl �� ? � h•1���r`� r 4� � pest u,N,c� -T� - Tyr .� ' -- cwt.• T -o,, ,�� M : y3.�s - Sit, 1o, CMZ-. 4-) 7Al- v C1At' 1) col O. O K h, \AT- o S-T0c+ -vtR %-1" rAuLs-31 v�—WIWS , 0';•X 01071 X 1 c,7—' _ �.CO� eool n DOM Y:TW 52mp@N F9�Mr@ o e otmgq 0[@coo CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 253-833.7776 Fax 253-939-2168 CC71�'Ei �r-[T1 C � S JOB-6o�l SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE 1�.Zt? Ifo SCALE v (c.-z,��, /tG �:�I,.Gj HiiJ�y� I �C �..,. a. Zf r> t"t. ��a tl �V l Z Q m aa } O Z U. a% � LL a z� Rl � Po ¢ O � O rxn y tl O Z J 3 tl � 2 ZUO rm r r W X. U� 3 d o rm ao �o W p0 , O W Z � u u rZrC ZO (9 LL. G Hy W. OZ 0 ZZO zw wo V �� E LU U } W m O —u1n 'J N OCN OU S LL to O Z¢ rU za M V NI11 Q 7I I W y 3LU M z zo OOC d O OLL DO > � Fzp I mm o 1- 100 S. LL 6 .'.. �J Z I 8 9 LL }W x ; W m Z mm rC 0:) W. K O NW N 0� g�.OI ZZ qqiE m 2 Z NtA = lyUW ¢Or 7T G. U 00 Wool Z gUQ Vi ��Z- �O a W Wm W G m m R Ln LLJ Q1NJ Op Oi j �y LL . yuLu Z U u O� z c3 of 4 y O z z C m O QQ O Q �Y{ VLLLLLLlI77 f.'�, zwts-w0?y� O0-wU au Fw� F,�aaopm o. Qcna �zUmo Ozwww�`r' 2p w.mpyx.a � LL ❑�.wx Owitnt�po 'woI'- OvwiHw►w-=wQT Z=zWoaaz 7dwwww`�?i�� �SZUYa OSr.=2LLM+Q2N z e: f3 of st ui 6N u M^ N .M-iM LA 00 �M OWN en Co MM Nu K � �rV (14 00 �-� u .-� i vr, T +-lu "M N NU1` u Co MM Nu K 3i Z U. OR z � �rV (14 00 �-� u .-� i vr, T +-lu "M N NU1` u ^ OON 2 'T M mr, j I� 3i Z U. OR z N Y r1 u1� WN u JW 0 19 9w � �rV 00 �-� u vr, +-lu NU1` u N Y r1 u1� WN u JW 0 19 9w T W O Z W W N V z O 0 w J � z 044 A W' LL 1.4c V C9-5103 REV, 11 Pointed in U.S.A. '£ . m U 6 W LL LL C7 a m O : O N �� ` X INC W ir! • W L E.T.. ego eb�p c Lt1 c� J OHmtiatL U- tD r � cA CLi ts-i n. te-7 a� coLo 6c) c0 u� r•.. �n i �. U -2N GV CCi �. OU Ln ito LO AGO iO CTCV Via, O7 A u') �S' •7 `V' R CO Lt) to.co cis CT. z A c3> 2S cry irn e2 r�LDCM M� i0 CJ A, tf•J 4, - — i. n Cop M MxQ.7 M Q ..t`O6 e,, Kr us. io rd r p «'MNN � M I C�'7 fO CO cn I -m �7 t,DCM NN C'., Fn so Co &V V:'_D Q • cD r M fW,N'M m CD 'a'M NN M M. I '!'7 oDV fltC fC!YJNC%J um M M'CV N N N b��FVG�miv LY7MMNN N N & �6 6'C�, ; +�'lMMNNNN 1 i i yip C W u u an go iL '�.� CV CV .N-• .. . N .N. N N N to Ln C11 !_ f'.. : N N N - Off ^ M tC 07 Ql in K) oo n a NN CL` CV CV GO SOA - co^:fin - Co co N -+ CVM[VCSScn zb ry v M N co r+` ' Q cf OfO�MN 8- hN to coN� r^ �. rte. tb M O GO "•n .M• orcin cr n tin .fir .Nr ri CV M eo gra ^ t0 Q• CO N n CV r: O CA FV N ih . b cCl so ^'� N CD Pti ^ • v b b '£ . m U 6 W LL LL C7 a m O : O N �� ` X INC W ir! • W L E.T.. ego eb�p c Lt1 c� J OHmtiatL U- tD r � cA CLi ts-i n. te-7 a� coLo 6c) c0 u� r•.. �n i �. U -2N GV CCi �. OU Ln ito LO AGO iO CTCV Via, O7 A u') �S' •7 `V' R CO Lt) to.co cis CT. z A c3> 2S cry irn e2 r�LDCM M� i0 CJ A, tf•J 4, - — i. n Cop M MxQ.7 M Q ..t`O6 e,, Kr us. io rd r p «'MNN � M I C�'7 fO CO cn I -m �7 t,DCM NN C'., Fn so Co &V V:'_D Q • cD r M fW,N'M m CD 'a'M NN M M. I '!'7 oDV fltC fC!YJNC%J um M M'CV N N N b��FVG�miv LY7MMNN N N & �6 6'C�, ; +�'lMMNNNN 1 i i yip C W u u an go iL CV .•-� .07 N a;•,{ M at) b �> C .`-. b CX7 iy> nb co, N .• N "'r . . . cp M O 01 N ..... l.l_ 11 r Eb 1= CD cr En �. bo b y v' r"v In Ln CD co — � & 0 b 27oy� b CV cli LL C a+ tr M M N z rr O d Q O w CCM 90 b' (+- a0 SDN N^..~ N.•-•, 1 O O O O LJ.. ~ W �" M O O Lr t!a�>o')t�•>b ti co vc��rN-+ M�tV„MN �' M v � e -r> aD e'o ice. oD FO ��::•T -f- CV v Cl) in b ih cn CV M O O' O Fx C9.� am CV CD Cp M cD MNN M M M .�....•-. _ _ `Q �- N _ i8+ - f5 r• iff f'M1..t Q7 00 OO C�. O O czt N N Cj c c b%.• i�u�.=eb o�6D iv o 0 o G ...•i .-..-.. .-. N "" d cD C eT Com) . v Si cli ~• MNN "M" N N N EL 6,S6 9-tV = a CV :N C4 r+ 1`'1 Crr.:r c0 IrM .-�.. ' •M i- b al G u9 N •••� N 7 &4 2501']0 cr> 50 � O MNN y.....r C e _ i+ • - Wa i N �G'CJ� 00 Z CV CJ OT b C�7 tlM O O 0 C N. A li) b N C', ..`. 1 .•.. LL .•-. t•{- �' . . , .. � Co tl+ L7 CSD S v b M i ,{,,. w�N _ col C,N CD tl'f c01`ti r+ A- 60 aD �1d'> tC� Q S v d OD et . a O d O O D ._�..-..T..�- B•FV tD - = i- � � �4 _� - CO 1•� f'•. I� i� 80 CO ^ h p p y 60 ifa t;7 tG cli 4.0`.�i.. '•.'' .. �N� t+ IC. b �7 ~.. _a . OCRM G> _0 IC in in .'� C .-ti N N N u'i CO CA GA U al i I �•W o Co. .M 41o <.d in in C.o .+.CN0- 6t 8 GD t CV Cc> �``v "." .-a P7 .+ N LA- Lo L M G.fi :n �?7 - v �•`ctY 2S CTa N N N n O O = . Lo O GOO -f-- b 0O O O' 'O t7. C r- . .'7 CD AV ..fir ^+^•'. ^ .:r (y..` , C> C= •. -+ ' t7' O• tom. CD Q! OD .-0.. N LD CD .r. to C' � i-_ Co T O> c, M cD Ca r� y CL nCi) am tD a E Z .... • to .�+ 4il :-+ . =. -t- :• u7 CD' i7 CD ^ M T U,3 o O G .� . N N 'C' P- aCt L 7 C.'') Ch 07 F. bcli b � N 4 �• 4 , ✓ ''O Y » Zn %-� .,..co irM co ft Cv ' Fr .`-.d•cCaS C+M M co iA c'D .fir w M .M C• « '� 't] y C -• . _ - - _ - �_-. CD 4 aD' SO CMO r'�• Imo. CA p O O O . co �.. d� .Nr �.! .c7 ^' - w O to u'> V Q y = oa �_ go oD a -D 2> .,.I iC 2n +� Q )a O c0 y d 00 �. .� M ai v cv u G o .y ct :.r 'r I I .--. �? Fn v i 7 "� .1 e•'> CV N M M mUmwU-m F- o mU-0 qt] �Qdm L, o3 F-? m0 oWLL- TO .- y WCL M Z CD ? y d o C U O N ai a ',� > W E to m a Es c cc to In :c A^ c ' c W o %6 v 1 1 I cb y h.a eo a �}— : eo d. Q o m y a) o J Q ; o co, o Z 4ey �[ oo Q oo Dom t%. L] J m oo ao m o a $ 6. V .� R a c' G _ O o V. 3 3 p_ E E m o f of Q Doti Q N> o m c N c v api V~► e_ .� _ a o 'o ^o e s e s c_ a m a zx or_ m � o m oa> >.»' mm ~ H cr> v>. Qti 0 Q 4 v W .oma `Z� LLn)Z b v }-C OL?tL�m SCG' oLU o� O o o n a ..� 3 E c s 6 to o °> m O c ^: N, M �r m w H y•>•>.onvdi d'x' o�'� m= ea � e> e� W ea o Z a`Ri `> � � T: O a`°i AL 43 0 m � W r cc m aM to ai m O m a .• m ti H H !7 m U- F M 3 C d Q. 00 Z Z dE RMR&FR Um. CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 253-833-7776 Fax 253-939-2168 m 4-mr- w�- Cod:.".u.- -T-1--QA?- ( it-0t:90I" JOB `6.1..7 i' jt�''� \NN6. SHEET NO. \ OF� CALCULATED BY �ttU� DATE J�L CHECKED BY J DATE SCALE ,►fx�S.�ri�'tY-tv—� I r►�: f� t _ X —o 6� �s.t �vT �--.b �3}1�,1, �G�gr•.9 M M V*L Ye P-1 co ia+C nmp@ t� CG�BCnI ��U Om, CONSULTING ENGINEERSICIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 253-833-7776 Fax 253-939-2168 1-2 c -t/— { `) TIC;,w W IZ X+,-, -t-�z JOB SHEET NO. �2 OF �� J CALCULATED BY DATE J� (�►lb CHECKED BY DATE SCALE Ctv�%)c tx�c.-c 7te7s) ry a To? *-54>xtz.ti x cm' >Mc t ts�c CSX -1/r� ` - r/.rf ✓. = �it�k-0-%) 'Nc.S ; ( • '4►ll. Coal-� t•1L: To '�s�. Certs . t*--rPtL r Lflll:J 0 15a�19����9 o JOB CONSULTING ENGINEERSOVIL AND STRUCTURAL SHEET NO. OF CALCULATED BY T�+ DATE 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 253-833-7776 Fax 253-939-2168 CHECKED BY DATE�� SCALE 77' % 5'j1� KS5 oX dX 1100 GA�str� �.�joo Cx�PbE t'S = 46 kart ) To t.3t£►— Sty l �- C�sTN. Ls.'< tW&6� ccn4 a . 12/1/2016 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director WILLIAM SANTANA 12870 INTERURBAN AVE S TUKWILA, WA 98188 RE: Permit No. M16-0106 CLEARSIGN COMBUSTION CORP 12870 INTERURBAN AVE S 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 1/8/2017. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 1/8/2017, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Rachelle Ripley Permit Technician File No: M16-0106 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director June 30, 2016 WILLIAM SANTANA 12870 INTERURBAN AVE S TUKWILA, WA 98188 RE: Correction Letter # 1 MECHANICAL Permit Application Number M16-0106 CLEARSIGN COMBUSTION CORP - 12870 INTERURBAN AVE S Dear WILLIAM SANTANA, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - M DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Please provide the specific special inspections required for this installation. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, 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. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, lc�) r" Bill Rambo Permit Technician File No. M16-0106 6300 Southcenter Boulevard Suite #100 • Tukwila Washineton 98188 *Phone 206-431-3670 9 Fax 206-4.31-3665 PERMIT COORD COPS PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M16-0106 DATE: 07/06/16 PROJECT NAME: CLEARSIGN COMBUSTION SITE ADDRESS: 12870 INTERURBAN AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Builing Division Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 07/07/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/04/16 Approved ❑ Approved with Conditions Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M16-0106 DATE: 06/20/16 PROJECT NAME: CLEARSIGN COMBUSTION CORP I SITE ADDRESS: 12870 INTERURBAN AVE S X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: 80YI/ (v- -f(P Buldin g Division 0 Public Works ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Revision # before Permit Issued Revision # after Permit Issued AM �1� � Fire Pre ention Planning Division ❑ Structural ❑ Permit Coordinator ❑ DATE: 06/21/16 Structural Review Required ❑ DATE: DUE DATE: 07/19/16 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) 107.ti6 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg J�- Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: -) b Plan Check/Permit Number: 1 �j 0 (j ❑ Response to Incomplete Letter # REs F-1 Response to Correction Letter # CITY OF TUKv Ii4 ❑ Revision # after Permit is Issued „ JUL.O 6 2.;":� ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # _ Project Name: CIQ-6,(5-(' Project Address: Contact Person: PERMIT Summary of Revision: 4-Y 711-�5-Z7 Corf0e-t Oh ".S APfr1d GvwShJ P<<� U-n�P r n 14^©w7 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Z Entered in TRAKiT on 0 W:Termit CenterUemplatesTormsTevision Submittal Form. doe Revised: August 2015 Permit Center/Building Division CITY OF TUKWILA 206 431-3670 • Department of Community Development Public Works Department • 63oo Southcenter Boulevard, Tukwila, WA 98188 2o6 433-0179 Telephone: (2o6) 431-3670 FAX (2o6) 431-3665 Planning Division . E-mail: tukplan(&ci.tukwila.wa.us 2o6 431-3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: Q 10 l STATE OF WASHINGTON) — ) ss. COUNTY OF KING ) -DCJI V 1 � Cf- , states as follows: [please print na e] 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.ogo applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number LL, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform co struction wo Owner/O er's Agent Signed, and sworn o before me this '22 da 20 Y of � 4 C,i-, NOTARY PUBLIC in and for the State of Washington Residing at , County Name as commissioned: My commission expires: 1 1 I 18.27.000 Exemptions. The regi;. _cion provisions of this chapter do not apply to: 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.7o RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 1o. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; ii. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing work that is incidentally, directly, and immediately appropriate to the like -in-kind replacement of a household appliance or other small household utilization equipment that requires limited electric power and limited waste and/or water connections. An electrical trainee must be supervised by a certified electrician while performing plumbing work. * Per Washington State Department of Labor and Industries lessee has been interpreted to be equivalent to owner for purposes of exemptions. CRO CD O c0 "r— (D (D N LTJ F— Q W Q Cn I V) z O Q W Q n CE LLJO I— CD Z I O O I • • L- O Z CD Iy 0 LiJ 0 O n W_J TRUE SIZE: ARCH D: 24X36 BE ST Ry 1"0 H.R. BAR 0" DEEP AINLINK qCE' PREPARED FOR CLEAR SI GN COMBUSTION 12870 INTERURBAN AVE. S. SEATTLE; WA 98166 0 GATEWAY CORPORATE :E POSTS CENTER WELD. DETAIL SCALE ---3 11 = 1' G 11103 TURAL ENG S�ONAL DATE 2016-04-19, DESIGN WILLIAM S.; AARON S. DRAWN AARON S. APROVAL — REVISIONS DATE DESCRIPTION RLE COPYr ,Permit No. ' 01 W Plan Ibview approval is subject to errors and oml,,sio� IS. — Approval of construction documents does not autho;tza the violation of any adopted colo or ordinance. Rosiot _ of approved Fiald Copy and conditicos is ackrlowled od — 'y: Date:— City of Tukwila BUILDING DIVISION NOTES: I. VERIFY THE LOCATION OF MECHANICAL EQUIPMENT UNITS PRIOR TO INSTALLATION- 2. NSTALLA ION2. ALL BEARING STEEL PLATES TO BEAR F LLY ON COMPACTED SOIL 3. ALL EXPOSED EXTERIOR STEEL TO BE S[-:pi,%,lpD tT1E1EORMIT Ri_QU! FOR: ❑ Mdchanical DeElcctdcal to Plumbing 51 Gas Piping Cit) of Tukwila DIVISION PAINTED. REvV01oNs e do theax C S�opP a�o�s s th`o b pCtior 0-0,1s:100. svbm�tta� No �o `�'o�`.�`a auitclncJ a III'. P` - ,,, teas n R � G��pLIA G SO SITE PLAN SHEET NUMBER ARCH. F.0 1 REJEIVED SHEET NAME CITY 00 TUKWILA JUlsl 2 Q 2016 PERMIT CENTER ZONE A PAD PLAN 8 I 7 I 6 I 5 I 4 El K K O r ED FOR LVEDCf `Cukwila G r)►v►s►oN RECEIVED CITY OF TUKWILA JUN 2 0 2010 PERMIT CENTER IR m V.J UNLESS OTHERWISE SPECIFIED:NAME DATE ttt ClearSign Combustion ,F p 12870 Interurban Ave. S 4 r Seattle,WA 98166 DIMENSIONS ARE 1N INCHES DRAWN Aaron $ I TOLERANCES: FRACTIONAL±1 /16 CHECKED TITLE: ANGULAR: MACH± 2' TWEEPLACO PLACE ENG APPR. MFG APPR. j DECIMAL THREE PLACE DECIMAL ± ,002 PLACEMENT INTERPRET GEOMETRIC Q.A. PROPRIETARY AND CONFIDENTIAL ,HE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF TOLERANCING PER: COMMENTS: I I MATERIAL SIZE DWG. NO. REV CLEANY REIGN UCTIONINPARTORASOMBUSTION ION.' ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN D Chiller Water Run A NEXT ASSY USED ON KNISH PERMISSION OF CLEARSIGN COMBUSTION CORPERATION IS PROHIBITED. APPLICATION DO NOT SCALE DRAWING SCALE: WEIGHT: !SHEET 17 OF 17 D B' I"1 FLANGES TO EXt HEADER SYSTEM Monday, June 20, 2016 12:40:10 PM C:\Users\aaron.salzbrun\Google Drive\Solid Works (Aaron)\Lab Retrofit\Spool Drawings\ 5 4 I 3 K ITEM NO. PART NUMBER DESCRIPTION QTY. Length 1 06' Butterfly Valve 6" Butterfly Valve Class 150 6 2 08" Butterfly Valve 8" Butterfly Valve Class 150 2 3 Flex Joint 8x12 Inch Flex Joint Class 150 1 4 Flex Joint 6x12 Inch Flex Joint Class 150 1 5 instalation fitting 6 Inch device mount holder 2 6 pulse pure 1 7 y strain 8 Inch Y Strainer 1 8 WNeck Flange 150-NPS6 1 9 REDUCER 8 x 6 SCH 10 None 1 10 WNeck Flange 150-NPS8 1 11 Slip On Flange 150-NPS6 1 12 WNeck Flange 150-NPS3 1 13 RTee Inch6x6x3Sch10 1 14 WNeck Flange 150-NPS6 2 15 Tee Inch 6 Sch 10 1 16 90L LR Inch 6 Sch 10 2 17 6 in, Schedule 10, 8 1 33.31 in 18 6 in, Schedule 10, 1 1 28.81 in 19 6 in, Schedule 10, 3 1 28.45in 20 WNeck Flange 150-NPS6 2 21 Slip On Flange 150-NPS6 1 22 Tee Inch 6 Sch 10 1 23 90L LR Inch 6 Sch 10 1 24 6 in, Schedule 10, 7 1 6.94in 25 6 in, Schedule 10, 6 1 92.82in 26 WNeck Flange 150-NPS6 _ 2 27 Slip On Flange 150-NPS6 1 28 Tee Inch 6 Sch 10 1 29 6 in, Schedule 10, 15 1 5.32in 30 6 X 0.5 Threadolet 6 X 0.5 1 31 WNeck Flange 150-NPS6 1 32 Slip On Flange 150-NPS6 1 33 90L LR Inch 6 Sch 10 1 34 6 in, Schedule 10, 11 1 30in 35 Slip On Flange 150-NPS6 2 36 6 in, Schedule 10, 5 1 83.88in 37 6 X 1 Threadolet 6 X 1 2 38 Slip On Flange 150-NPS6 1 39 WNeck Range 150-NPS6 1 40 90L LR Inch 6 Sch 10 1 41 6 in, Schedule 10, 9 1 58.12in 42 WNeck Flange 150-NPS6 2 43 90L LR Inch 6 Sch 10 1 44 6 X 1 Threadolet 6 X 1 1 45 WNeck Flange 150-NPS6 1 46 WNeck Flange 150-NPS3 1 47 RTee Inch6x6x3Sch 10 1 48 WNeck Flange 150-NPS8 2 49 RTee Inch8x8x6Sch20 1 50 6 X 0.5 Threadolet 6 X 0.5 1 51 6 in, Schedule 10, 2 1 50.76in 52 8 X 0.5 Threadolet 8 X 0.5 1 53 Slip On Flange 150-NPS8 2 54 8 in, Schedule 20 1 10.94in 55 REDUCER 6 x 4 SCH 10 None 1 56 Slip On Flange 150-NPS6 1 57 90L LR Inch 4 Sch 10 1 58 6 in, Schedule 10, 10 1 42.27in 59 4 in, Schedule 10, 5 1 Oin 60 Slip On Flange 150-NPS6 1 61 REDUCER 6 x 4 SCH 10 None 1 62 90L LR Inch 4 Sch 10 KIEV 1 63 6 in, Schedule 10, i�be Go-w-56.27in 64 4 in, Schedule 10, 5 p+ Oin 65 WNeck Flange 150-NPS4 g ZQ 1 66 90L SR Inch 4 Sch 10 1 67 4 in, Schedule 10 • a 1 13.68in 68 WNeck Flange 150-NPS4 NtS1O 69 90L SR Inch 4 Sch 10 1 70 4 in, Schedule 10 1 13.68in 71 Slip On Flange 150-NPS3 2 72 3 inch relief valve 3 inch Relief Valve 1 73 3 in, Schedule 40 1 28.37in 74 3 in, Schedule 40, 1 P 0 p 8.56in 75 4 X 1 4X1 CITY OFT I -J V CRO CD O c0 "r— (D (D N LTJ F— Q W Q Cn I V) z O Q W Q n CE LLJO I— CD Z I O O I • • L- O Z CD Iy 0 LiJ 0 O n W_J TRUE SIZE: ARCH D: 24X36 BE ST Ry 1"0 H.R. BAR 0" DEEP AINLINK qCE' PREPARED FOR CLEAR SI GN COMBUSTION 12870 INTERURBAN AVE. S. SEATTLE; WA 98166 0 GATEWAY CORPORATE :E POSTS CENTER WELD. DETAIL SCALE ---3 11 = 1' G 11103 TURAL ENG S�ONAL DATE 2016-04-19, DESIGN WILLIAM S.; AARON S. DRAWN AARON S. APROVAL — REVISIONS DATE DESCRIPTION RLE COPYr ,Permit No. ' 01 W Plan Ibview approval is subject to errors and oml,,sio� IS. — Approval of construction documents does not autho;tza the violation of any adopted colo or ordinance. Rosiot _ of approved Fiald Copy and conditicos is ackrlowled od — 'y: Date:— City of Tukwila BUILDING DIVISION NOTES: I. VERIFY THE LOCATION OF MECHANICAL EQUIPMENT UNITS PRIOR TO INSTALLATION- 2. NSTALLA ION2. ALL BEARING STEEL PLATES TO BEAR F LLY ON COMPACTED SOIL 3. ALL EXPOSED EXTERIOR STEEL TO BE S[-:pi,%,lpD tT1E1EORMIT Ri_QU! FOR: ❑ Mdchanical DeElcctdcal to Plumbing 51 Gas Piping Cit) of Tukwila DIVISION PAINTED. REvV01oNs e do theax C S�opP a�o�s s th`o b pCtior 0-0,1s:100. svbm�tta� No �o `�'o�`.�`a auitclncJ a III'. P` - ,,, teas n R � G��pLIA G SO SITE PLAN SHEET NUMBER ARCH. F.0 1 REJEIVED SHEET NAME CITY 00 TUKWILA JUlsl 2 Q 2016 PERMIT CENTER ZONE A PAD PLAN 8 I 7 I 6 I 5 I 4 El K K O r ED FOR LVEDCf `Cukwila G r)►v►s►oN RECEIVED CITY OF TUKWILA JUN 2 0 2010 PERMIT CENTER IR m V.J UNLESS OTHERWISE SPECIFIED:NAME DATE ttt ClearSign Combustion ,F p 12870 Interurban Ave. S 4 r Seattle,WA 98166 DIMENSIONS ARE 1N INCHES DRAWN Aaron $ I TOLERANCES: FRACTIONAL±1 /16 CHECKED TITLE: ANGULAR: MACH± 2' TWEEPLACO PLACE ENG APPR. MFG APPR. j DECIMAL THREE PLACE DECIMAL ± ,002 PLACEMENT INTERPRET GEOMETRIC Q.A. PROPRIETARY AND CONFIDENTIAL ,HE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF TOLERANCING PER: COMMENTS: I I MATERIAL SIZE DWG. NO. REV CLEANY REIGN UCTIONINPARTORASOMBUSTION ION.' ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN D Chiller Water Run A NEXT ASSY USED ON KNISH PERMISSION OF CLEARSIGN COMBUSTION CORPERATION IS PROHIBITED. APPLICATION DO NOT SCALE DRAWING SCALE: WEIGHT: !SHEET 17 OF 17 D B' I"1 FLANGES TO EXt HEADER SYSTEM Monday, June 20, 2016 12:40:10 PM C:\Users\aaron.salzbrun\Google Drive\Solid Works (Aaron)\Lab Retrofit\Spool Drawings\ 5 4 I 3 K ITEM NO. PART NUMBER DESCRIPTION QTY. Length 1 06' Butterfly Valve 6" Butterfly Valve Class 150 6 2 08" Butterfly Valve 8" Butterfly Valve Class 150 2 3 Flex Joint 8x12 Inch Flex Joint Class 150 1 4 Flex Joint 6x12 Inch Flex Joint Class 150 1 5 instalation fitting 6 Inch device mount holder 2 6 pulse pure 1 7 y strain 8 Inch Y Strainer 1 8 WNeck Flange 150-NPS6 1 9 REDUCER 8 x 6 SCH 10 None 1 10 WNeck Flange 150-NPS8 1 11 Slip On Flange 150-NPS6 1 12 WNeck Flange 150-NPS3 1 13 RTee Inch6x6x3Sch10 1 14 WNeck Flange 150-NPS6 2 15 Tee Inch 6 Sch 10 1 16 90L LR Inch 6 Sch 10 2 17 6 in, Schedule 10, 8 1 33.31 in 18 6 in, Schedule 10, 1 1 28.81 in 19 6 in, Schedule 10, 3 1 28.45in 20 WNeck Flange 150-NPS6 2 21 Slip On Flange 150-NPS6 1 22 Tee Inch 6 Sch 10 1 23 90L LR Inch 6 Sch 10 1 24 6 in, Schedule 10, 7 1 6.94in 25 6 in, Schedule 10, 6 1 92.82in 26 WNeck Flange 150-NPS6 _ 2 27 Slip On Flange 150-NPS6 1 28 Tee Inch 6 Sch 10 1 29 6 in, Schedule 10, 15 1 5.32in 30 6 X 0.5 Threadolet 6 X 0.5 1 31 WNeck Flange 150-NPS6 1 32 Slip On Flange 150-NPS6 1 33 90L LR Inch 6 Sch 10 1 34 6 in, Schedule 10, 11 1 30in 35 Slip On Flange 150-NPS6 2 36 6 in, Schedule 10, 5 1 83.88in 37 6 X 1 Threadolet 6 X 1 2 38 Slip On Flange 150-NPS6 1 39 WNeck Range 150-NPS6 1 40 90L LR Inch 6 Sch 10 1 41 6 in, Schedule 10, 9 1 58.12in 42 WNeck Flange 150-NPS6 2 43 90L LR Inch 6 Sch 10 1 44 6 X 1 Threadolet 6 X 1 1 45 WNeck Flange 150-NPS6 1 46 WNeck Flange 150-NPS3 1 47 RTee Inch6x6x3Sch 10 1 48 WNeck Flange 150-NPS8 2 49 RTee Inch8x8x6Sch20 1 50 6 X 0.5 Threadolet 6 X 0.5 1 51 6 in, Schedule 10, 2 1 50.76in 52 8 X 0.5 Threadolet 8 X 0.5 1 53 Slip On Flange 150-NPS8 2 54 8 in, Schedule 20 1 10.94in 55 REDUCER 6 x 4 SCH 10 None 1 56 Slip On Flange 150-NPS6 1 57 90L LR Inch 4 Sch 10 1 58 6 in, Schedule 10, 10 1 42.27in 59 4 in, Schedule 10, 5 1 Oin 60 Slip On Flange 150-NPS6 1 61 REDUCER 6 x 4 SCH 10 None 1 62 90L LR Inch 4 Sch 10 KIEV 1 63 6 in, Schedule 10, i�be Go-w-56.27in 64 4 in, Schedule 10, 5 p+ Oin 65 WNeck Flange 150-NPS4 g ZQ 1 66 90L SR Inch 4 Sch 10 1 67 4 in, Schedule 10 • a 1 13.68in 68 WNeck Flange 150-NPS4 NtS1O 69 90L SR Inch 4 Sch 10 1 70 4 in, Schedule 10 1 13.68in 71 Slip On Flange 150-NPS3 2 72 3 inch relief valve 3 inch Relief Valve 1 73 3 in, Schedule 40 1 28.37in 74 3 in, Schedule 40, 1 P 0 p 8.56in 75 4 X 1 4X1 CITY OFT I -J V