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HomeMy WebLinkAboutPermit D16-0167 - CLEARSIGN COMBUSTION CORPORATION - NEW FENCECLEARSIGN COMBUSTION CORP 12 8 7 0 INTERURBI��N AVE S D16-0167 � 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.�ov DEVELOPMENT PERMIT Parcel No: 2716000010 Address: 12870 INTERURBAN AVE S Project Name: CLEARSIGN COMBUSTION CORP Owner: Name: EPROPERTY TAX INC DEPT #207 Address: PO BOX 4900 , SCOTTSDALE, WA, 85261 Contact Person: Name: WILLIAM SANTANA Address: Contractor: Name: Address: License No: Lender: Name: 12870 INTERURBAN AVE S, TUKWILA, WA, 98188 OWNER AFFIDAVIT � Address: , , , DESCRIPTION OF WORK: Permit Number: D16-0167 Issue Date: 7/12/2016 Permit Expires On: 1/8/2017 Phone:(206)557-3488 Phone: Expiration Date: INSTALL APPROXIMATELY 30 FEET OF NEW FENCE AND RELOCATE 30 FEET OF EXISTING FENCE ON STEEL PLATE PAYED OUT TO SUPPORT COOLING TOWER. Project Valuation: $11,220.00 Fees Collected: $557.86 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Occupancy per IBC: Electrical Service Provided by: TUKWILA Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Public Works Activities: Channelization/Striping: 2015 National Electrical Code: 2015 WA Cities Electrical Code: 2015 WAC 296-46B: 2015 WA State Energy Code: 2015 2014 2014 2014 2015 Curb Cut/Access/Sidewalk: Fire Loop Hydrant: flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature• `'W � 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 developmerLt-permit and agree to the conditions attached to this permit. L, Signature Date: � / Z- �7� Print Name: -/�o� L'" � C� h e�� e� e This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shali be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 8: 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). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 10: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice shall be removed from spaces to be occupied by concrete. 11: 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. 12: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 13: Installation of high-strength bolts shall be periodically inspected in accordance with AISC specifications. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 4034 SI-METAL PLATE CONN 4028 SI-REINF STEEL-WELD 4026 SI-STRUCT STEEL 4004 SI-WELDING CITY OF TUK�.ILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.� � ���,�� Building Permit No. �� -- v ��� Project No. Date Application Accepted: "���t Date Application Expires: I� ' ���� � (For o�ce use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan r'eview. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.:VI,�� � G� 7`� � f�� Site Address: /�� � d �� �p f� f D Q� ,� � P �o . Suite Number: Floor: Tenant Name:�'QOl T� j� 1�! �� �'�► b V�S�r'� r� �� f� New Tenant: ❑.....Yes ;Q..No PROPERTY OWNER Name: D p�f�' ��jrs�g'� ��Q I I l o r� �� l� t t'�l Address: P (� �Ok ��% Z73 City: ���i� State:�"'k Zip•�G-�, � �� � � CONTACT PERSON — person receiving all project communication Name •.�.r Vi1� IiG� Sotn�o,ha Address: � / /� �° �Z � �n� � fhfA� /7�e lv,. City: � � � Wi /� Stat�� Z PhoneZO� sc� ?��p Fax: �. lJ � D Email: . �tl;I��pm.fun��hQ�CIQaiS�vv� C�,.� H:�Applications�Forms-Applications On Line�2012 Applications�Permit Application Revised - 2-7-12.docx Revised: February 2012 bh LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 � BUILDING PERMIT INFORMATIO Z06-431-3670 Valuation of Project (contractor's bid price): Describe the scope of work (please �•J Existing Building Valuation: $ Will there be new rack storage? ❑.... Yes ❑..No If yes, a separate permit and plan submittal will be reyuired. Provide All Building Areas in Square Footage Below Addition to Type of Type of Existing Construction per Occupancy per Existin Interior Remodel Structure New IBC IBC IS` Floor 2" FlOor 3` FlOor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑....... Yes ❑....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ ....... Sprinklers ❑ .......Automatic Fire Alarm ❑....... None ❑....... Other (specify Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑.......Yes ❑...... No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safery Data Sheets. SEPTIC SYSTEM ❑.......On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications�Forms-Applications On Line�2012 Applications�Permit Application Revised - 2-7-12.docx Revised: Febtvary 2012 Pa e 2 of 4 bh g PUBLIC WORKS PERMIT INFd_ .VIATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑.. Tukwila ❑... Water District # 125 ❑... Highline ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ ...Valley View ❑...Renton ❑.. Sewer Use Certificate ❑...Sewer Availability Provided ❑... Renton ❑... SeatYle Septic SVstem: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Aoplication (mark boxes which applv)• ❑.. Civil Plans (Maximum Paper Size — 22" x 34") ❑.. Technical Information Report (Storm Drainage) ❑... Geotechnical Report ❑.. Traffic Impact Analysis ❑.. Bond ❑... Insurance ❑... Easement(s) ❑... Maintenance A reement s g ( ) ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) Proposed Activities (mark boxes that aaplv): ❑.. Right-of-way Use - Nonprofit for less than 72 hours ❑... Right-of-way Use - Profit for less than 72 hours ❑.. Right-of-way Use - No Disturbance ❑... Right-of-way Use — Potential Disturlbance ❑ .. Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ .. Total Cut cubic yards ❑ .. Total Fill cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water ❑... Work in Flood Zone ❑... Storm Drainage ❑... Abandon Septic Tank ❑... Curb Cut ❑... Pavement Cut ❑... Looped Fire Line ❑.. Permanent Water Meter Size (1) " WO #_ ❑.. Temporary Water Meter Size (1) " WO # ❑.. Water Only Meter Size........... " WO # ❑.. Sewer Main Extension............ Public ❑ Private ❑ ❑.. Water Main Extension............ Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line _ ❑ .. Water ❑ .. Sewer Monthlv Service Billing to: Mailing Water Meter RefundBilline: Name: Mailing Address: ❑ ... Grease Interceptor ❑... Channelization ❑... Trench Excavation ❑... Utility Undergrounding (2) " WO # (3) " WO # (2) " WO # (3) " WO # _ ❑ .. Deduct Water Meter Size " Number of Public Fire Hydrant(s) ❑ .. Sewage Treatment Day Telephone: City Day Telephone: City State Zip State Zip H:WpplicationslForms-Applications On Line�2012 Applications�Permit Application Revised - 2J-12.docx Revised: February 2012 Page 3 of 4 bh 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 or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 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. BUILDING WNER R THORIZED A NT: , � ��� z� �nl� Signature: Date: n 2 Print Name: 1/ol � a� �ul e. r p� e��� Day Telephone: �—S � � 3� ���� Mailing Address: / � � � v �Y1 �Q � (/� f 0� 1'� 1T 1/ 2 �� - �U � t/V r�a1 ��G � ( 6 � City State Zip H:41pp1ications�Forms-Applications On Line�2012 Applications�Permit Application Revised - 2-7-12.docx Revised: February 2012 Page 4 of 4 bh Date Paid: Tuesday, July 12, 2016 Paid By: CLEARSIGN COMBUSTION CORP Pay Method: CREDIT CARD 015467 Printed: Tuesday,luly 12, 20161:39 PM 1 of 1 ��� SYS7EM5 Date Paid: Monday, June 20, 2016 Paid By: CLEARSIGN COMBUSTIN CORPORATIO Pay Method: CHECK 5637 Printed: Monday, June 20, 2016 3:04 PM 1 of 1 SY57EM5 lNSPECTION RECORD � Retain a copy with permit �� ���� � ,/�/�j INS ION N0. PERMIT N0. W� I CITY OF TUKWIIA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (�06) 431-3670 Permit Inspection Request Line (206) 438-9350 �Approved per applicab{e codes. a Corrections required prior to approvai. � RElNSPECTION FEE REQUIREO. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. ¢' INSPECTION RECORD C� ! Retain a copy with permit ��� ��lG � INSPECTION N0. PERMIT N0. CiTY �F TUKWILA BUILDING DIVISIC?N 6300 Southcenter Blvd., #100, 7ukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Appraved per applicable codes. � Corrections required prior to approval. COMMENTS: � 1��1.�� ��,'1>�— c,��r� nspector: ���1� Ipate: i � /j;/��j /� �t'"� � REINSPECTION FEE REQUlRED. Prior to next inspecfion, fee must be paid at 6300 Southcenter Btvd.. Suite 100. Call to schedute reinspection. INSPECTIUN RECORD � 1 � ' Retain a copy with permit �� -�,� I CTION Nfl. PERMIT N0. CITY OF TUKWILA BUILDING DIViSION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 aApproved per applicabie codes. � Corrections required prior to app�oval. COMMENTS: I, �� , - '�s� �' Inspector: Date: I� r( /� J` � REINSPECTIOfV FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 1 OQ. Calt to schedufe reinspection. INSPECTIUN RECORD . � � Retain a copy with permit �� ��j� � INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Bivd., #100, Tukwila. WA 98388 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per applicable codes. � Corrections required p�ior to approval. COMMENTS: ,ra�� �--��i,�� �.� ���� nspector: /�.�� IDate:� � /���/` / t' / �f� � RElNSPECiION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Calt to schedule reinspection. INSPECTION RECORD � � Re�ain a copy w'rth permit D�l`' -�r� � INSP CTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 � Approved per applicable codes. � Gorrections required prior to approval. COMMENTS: I _ -lfiL� ' " / �- ""� l � 2s-� � REINSPECTI�N FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectian. , � . � � �. � Qapc�r�� f��go�c�c�r�o�g9 ���o CONSULTING ENGINEERS/CIVIL AND STRUCTURAL STRUCTURAL DESIGN CALCULATIONS & DETAILS OF. Bearin� Plates and Seismic Connections For EVAPCO Coolin� Tower and CB Steam Boiler At CLEARSIGN COMBUSTION 12870 Interurban Avenue S., Seattle, WA 98166 REI Job No. 16037 June,2016 E EQ p ANCE �ODE C APP��V�� JUL 0 8 2016 CitY f Tu� BUILDING DIVISION 1519 West Valley Highway North/Suite 101 Post Office Box 836/Auburn, WA 98071 253-833-7776 Fax 253-939-2168 � :-� ��G�IVED CI�fY (3� TUKWILA ,�'� �� 2 0 2�ia pEF�MIT CENTER • � a [��p�� L���a�c���t���, ���o CONSULTING ENGINEERS/CNIL AND STRUCTUR,4L 7519 West Vatley Highway North/Suite 101/Auburn, WA 98001 253-833-7776 Fax 253-939-2168 SHEET NO. _ CALCULATED BY CHECKED BY_ SCALE l��t TtstJ�.. �S"T`•:. C�..��/'a(L'",`. OF DATE �V"1�� { 2-'�t, DATE � �,� ��`��+ Brief: - _ _. A new 8`-11 1/2" long X 8'=5 1/2 wide X 13' 1 3/8" high.weighed 7110 Ibs cooing tower (EVAPCO; Inc.) will be installed at.top of steel wide ' flange beam with four 5/8"m mounting bolts by mechanical unif supplier. The seismic holdown design of the mechanical unit shall conform to the design codes of IBC 2012 and ASCE 7-10: The design loads are noted i.n the following: , Desian Dafa: (The coolina tower is located at around. Seatt�e. area. WA.98178) _ ° Weight of Cooling tower (Model #;: UT-19-69 by EVAPGO, lnc.) - Comer A Gorner 6 Corner C Comer D DL of Gooling Tower (Ope�afing Weight) _ -; ; 7110:0 1777.5. 1777:5 1777:5 1777.5 - ,. .; . OA', ; ' . 0.0_ ! 0.0 ' 0.0' 0:0 Max, Operatinq Wt_ E_ - 7110:G 1777.5 1777.5...: 1777.5 1777.5 <-- E= 7110# X (in) Y (in) _ Height; Z (inches) _ __ ' C:G: of unit =; - 53.75 50:Z5 78.69 (i:e: H X 1/2) - Dimensions of Cooling Tower: ' ' , - - - - Length (ft) = 8:96 , , Widfh (ft) = 8.46 Height,H(ft)= 13.11 . ;- unitCurb-steei seam,Ht (ft).= 1:00 , _: _ _ ..:_.. . . Wintl (Per ASCE 7 - TD) AsSumed Ultimate DeSi n Wind S eed; Y= e a ��T- 110.0 mph Wind Exposure B. Assumed Nominal Design Wind. Speed, vAso = - 85.2 mph. ` Gust effect factor, G= 0.85 Wind directionality factor, Kd = --0.85 '. VelocitV pressure, q; = 0:00256 K, K„ 14, V` . Risk Cafe9orY �f _ Cf'= 1.4 Per figure 29.5-1 _ Velociry pressure coeff,' KZ = 0:70 ' - - Af = - 0,0 ft`;Velocity Pressure, q, (ps� 18.43 Topographic factor, KZ, _ , 1.0 ' Factored Wind Velocity Pressure =-. q= G Cf = 21:93 -- Wind Force on long dimension side, F�„� _ - 2.6 Kips - Wind-Force o.n short dimension side; Fws =-' - -, - 2.4 Kips $eismic,(Per IBC 2012) . ; _ . Seismic Zone D, _' , : _ _ _ _ S5 = _. 1.491 .' . _ Snns _ Fe * gs _. ._ .... ..:. :. 1.491 _ ... . _ S� _ _ _ 0.559 , SMi = F„ • S� _ _ 0.839 * _ _ , I Fa - 1.000 SDs = SMs 2/3 - 0.994 . _. . ... . . _ , ' F,, = 1.500 ;Sp� =. SM� *2/3 = .. ' 0.559 , , IE = 1.500 Seismic Design Category = D R _ 3.000 V= CS , W Period of vibration : _ _ CS - Sps/(R/I), = 0,4970 Governs T= 7.65 X 10� (UD)2 (w D/t)t12 L(ft) = 8.96 C5 =:.. Sp�/T(R/I) = Z.0274 T= 0.040 second . D(ft) = 8.46 CS = 0.044Sos,� =: 0.0656 - The period is less tlian 0.06 - t(in) _ - 0�375 GS = 0.5S�/(R/I) = 0:1398 second,the tank qualifies,as a RiGID :, W(Kips) = 7.t10 Seismic base shear; V= CS WA = 3.53 Kips nonbuiltling structure and thus is w(pl� = W/L 793.67 considerecl FLEXIBLE: wD/t= 214821.21 _ _ _ . _ _.. ._ _ . .. . .. . . .. .... . . . UD _ 1.06 Per ASCE section 13.3.1 _ , . .. . FP = 0.4"aP * Sos"IP (1+2 z/h) ` WP /RP =. 0.7157 WP a P= ' 1 A RP = 2.5 . . _ FP = _ _ 1:6 " S�s " �p " WP = : 2.3856 Wp . . . _ _ zfh = 1.0 (Conservative) , _ , _. _ . _ ` WP = 7.110 Kips (max.) _ , � , __.. _. _.. 0.4473 1N . _ .. ; FP - 0.3' Spg IP WP - P ' , .. . . _ . _ : . .. . . . . . . . . . . . .. . . .. . ... .. . . . .. . _ . � . . Hence, FP = 0.6552 * Wp = 5.088 Kips - q--- Governs for seismic holdown design ; ,_ _ _ Distance between embeds = 7.00 ft comerwei9ni a Comer weight B Comer weight C Comer weight D _ Length, L =. 8.96 ft (distance btwn base leg) . (CB ) (LB.) (LB.) (LB.) . Width, W=_ 8.46 ft. ___ Unit: so ga�;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 <_- Overtuming moment shall be resisted by four embed pletes FP;; = Seismic Vertical Force'= 02 * S�' WP = `' i.41 : kips ' _: . _ . . . .... _; Res'isting Moment, RM =(WP - FP�) * dm;�l2 =' ' 24.09 kip=ft ' <- Consider the dead weight of tank _ _ _ _. Conservative Design - Igno[e the resistance moment and determine the uplift from ttie overtuming moment noted in. the following: Ten&ion or Compression .Focce per each embed. = MoT/Distance btwn straps = TE or CE (resist by total 4 embeds) = 2.222 kips (ASD) <- I -Shear force perconnector, VE (top and bottom-strapsj = Shear force at each of steel embed =. 0.909 kips (ASD) <- _ .. . _ _ _ . . . . . . . _ _ _ .. ...... _ _ _ ' � D PRODUCT207 , Rupert �ngineering, Inc. Project Title: , �sonsyltingEngineersCivillStructural En�ineer: Project ID: `�37 1519 West Valley Highway N., Pro�ect Descr: � Suite 101 . Aubum, WA 98001 ASCE Seismic Base Shear Printed:l8 MAY 2016, 826AM File = S:12016116031 L-11STRUCT-11Designldesign.ec6 ENERCALC, INC.1963-2016, Build:6.16.5.11, Ver.6.16.5.11 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-i Seismic Importance Factor = � Gridded Ss & S1values ASCE•7-10 Standard Max. Ground Motions, 5% Damping : S S ' 1.4909 9, 0.2 sec response S 1 - 0.5592 9.1.0 sec response Latitude = Longitude = Location : Seattle, WA 98178 47.498 deg North �22,247 deg West ASCE 7-10, Page 5, Table 1.5-2 ASCE 7-10 11.4.1 Site Class, Site Coeff. and Design Category � Site Classification "D" : Shear Wave Velocity 600 to 1,200 fflsec - p ASCE 7-10 Table 20.3-1 Site Coefficients Fa & Fv Fa = 1.00 ASCE 7-10 Table 11.41 & 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 M� = Fv * S1 = 0.839 ASCE 7-10 Eq. 11.42 Design Spectral Acceleration S DS S Msti3 = 0:994 ASCE 7-10 Eq. 11.4-3 S D1 S M1 ti3 = ASCE 7-10 Eq. 11.4-4 Seismic Design Category = p ASCE 7-10 Table 11.6-1 &-2 Resisting System ASCE7-10 Ta61e 122 1 Basic Seismic Force Resisting System ... Bearing Wall Systems Light-framed walls sheathed wlwood 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 Deflection Amplification Factor " Cd " = 4.00 Category "C" Limit No Limit Category "D" Limit Limit = 65 NOTE! See ASCE 7-10 for all applica6le footnotes. Category "E" Limit Limit = 65 Category "F" Limit: Limit = 65 Lateral Force Procedure � Equivalent Lateral Force Procedure The "Eauivalent Lateral Force Procedure" is being used according to the orovisions of ASCE 7-1012 8 Determine Building Period � Structure T�y f uilding Period Calculation : AII Other Structural Systems " Ct " value = 0.020 " hn ": Height from base to highest level = "x"value = " Ta " Approximate fundemental period using -7 : Ta = Ct' (hn ^ x) _ "TL° : Long-period transition period perASCE 7-10 Maps --> 22-16 " Cs " Response Coefficient S ps Short Period Design Spectral Response = " R ° : Response Modification Factor = " I " : Seismic Importance Factor - Seismic Base Shear Cs = 0.1529 fr .8.1.1 0.994 Period' Ta " 25.0 ft 0.224 sec 5.000 sec ASCE 7-10 Section 12.8.2 Use ASCE 12.8-7 Method selected = 0,224 sec ASCE 7-10 SecGon 12.8.1.1 From Eq�t2:�; Preliminary Cs From Eq.12.8-3 & 1. s need not exceed 1 From Eq.12.8-5 & 12.8-6, Cs no s than Cs : Seismic Response Coefficient = W( see Sum Wi below )= 0.00 k Seismic Base Shear V= Cs' W= 0.00 k = 0.153 = 0.385 = 0.044 0.1529 ASCE 7- "on 11.8.1 G3t�pQ� C ��a��c�[����, �r�c�o CONSULTING ENGINEERS/CIVIL AND STRUCTURAL 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 253-833-7776 Fau 253-939-2168 \b6 SHEET NO. 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GO C',5 N C� CL' .C�N .•r-. tY7 M M N C�1 N N i ----r 6i:fl:bivomcs ; !i1 C7 ['7 N C`V (y (R� � ._—�xY."'ASs ; - ---•— -:--� � c :Uv � ' ; . .� 'N pJ w • 4 • a4 m � ca � a� : a� � C� ._J y t� �� tf �d o =� -' � 1-- ., o...r . �, : i S k= mm w�� � �; iC: a a`�.Q.c c� c vy ui I— � o_:vc".7ci:a "' '_ HE�ICHTS ' ; � ; ' i ; � ' , � � ; : 4 ; . „� . { �� i n 41i },. �� !t�. �i,�: ,i•,� _;:! �, �.. e_ i �„ M.�.i 7_ q;�� • q: �.it. 4� C:�"�V�`• �� i^.. �i iirU r.i `� r .► ,,. �.�u.e.2� . ... .... . ........ v� � -i. � .•�i �' ' � 5� a 6 5" 5 �' � 5°• n r ;' G ;' � -.�• -1G� v 8 li�' �'° 1J' £�' 1MY j u" , I'1 } �_ � t' � - �. �. `L. �_ i. � 7 '� ^� 1 ^� i i 1 i, i n � f3ase tc Ve:►t 0��t�et ..,. .. � � 4 6 � `s,� 4 6, � � '6" 5' :��_` 5� -iv° 5 -?� 5' • i� 5 .� ,� : �•', : .� � � -i�� g �,� 8' ,Iil� IC u I: ;` ����1� 8"�iC� _ i6ase to Steac� Cut',e; ............ � P k' - 1.,' ,�� . 1:, a, . 1„ ��� . 1,: 5� _�,. �� . 6�, �, .��� �� _ g•� 5� _ g�� f�� 5,� E� . �..� ti' - 5,� �� . ��: �' - G�If 8' - C'' 9'_-.'.i;Jj 9' -��'. � 9' -1{,'"� 9' -:t�� 3 � Davil (Frontj. ............. .... � DF _ _ - - - - - - - I -� � _. � _ � s�r . �„� a�.- S"I 8` - g�� i�.. ��:Il;" - 7" 11Q'- �";10� - �a: . i. i ,. u+ � i e � � � �� +'V �_ i_ � � Dzvit (Rea�l ................... DR - - - - -- - - 7 0" 7 � 7 - J�� $ . 8,� S - $'i 8 • S .zi, - g':�1.G $.��17 8°�l�- g� Height of Base .............:... Q g�� g� g,. 9" 12'' i2'' I2" ?2'' [2" 12" 12" 12"i li'� il,�; il�� l,g�: tg"i 18��� . 18�� Base.to Eiottom ofi�oi(er........ R 12" 1Z" 12" 12" 16" i6" ifi" 16" 16" 16" 16" 16" 17��� li"� 17" 2t"� 21°� 2l'�i 21�� BOILE.R CQNNECTt�NS Fee.dwater, Right.and t_efC .... S 1'� l'� 1° 1" i!��� 1;," 1`,;' Pq� 1`a�� 1',;� 1',;� Z° 2�� Auxiliary Connect�on .........,.. Z I" l.�� 1�� ��� 2" 1" 1" 1" 1^ 1° 1" I�� 1;;� , Low Pressute. (15 Ib anljr) Stea�n Nozzle .................. . U 4�� 4�� G,� fi�� fl. � 6" FL j� G° FI. t 6" FI. t 6'� Fi. �.g,� F� -� g�� Fi.t 8"Fl.t 10��F! � 1Q°�FI � Orain, Front and Rear:.......... i W 1'" 1�� 1�� l�.a�� 1 s� 1�'t� 1�;2�� i�,z�� 1�,� 1y2� lyz� Z�� 2�� High Pressur� (t50 (b only) Surface Slawoff, Tbp f�.,,...... 7 l�� 1" 1" 1'� � t° 1° 1° i" � 1'� 1�r 1" 1'� 1�� 5team Nozzle. .................. Y l,,z` 1,,2� 2�� 7�� 3,� 3" 3" 3�� 4�� FI:§ 4" FI.§ 4�'FI. § 4°FI.� 6"FI.§ �� „ �� „ ,��� _��� �,�� �.,� �-�� ,,�� �,�� �;,� ,� „ Slowdown, Front and Rear....... W 1 1 1 1 1.;, L; L, 1•4 1,; 1,2 1.2 1,2 �.>2 ' � Connections ihreaded unless indicated--1'fig., 15U�, §flg.. 3UOu ASA ' V�NTSTACK . Diametet tflgd. con�iection)...... BB 6" G' 8" a�' 10" 10'� 12" 12�� 1Z" '" 16" 16° 20�� Front Ring Flange tn Ven# �..... CC Q°' A�� 5" 5" 6" 6" 7'" 1" 7�� " 9" 9" 11�� MIN. CLEARANCES �k Rear Qoot 5wing .. DD 3� - 8" 3' • 8" 3' • 8" 3' - 8" 4' - 1'� 4' - 1" 4' - 7" �' - T' 4' - T' 2' - 8° 2' . 8" 2� .$" 3� - 7'� 1 11 ! 11 1. tl 11 ll . Ir 1� �) 1 11 1 11 1 it 1 i) 1 11 1� 1� 7 C �ronk Uoor Swing ........ ,.... .. EE 3• S 3• 8 3 8 3' - 8 �+ 7: 4 7 4. - 7 4- 1 4• 7 5- 7 5• 7 5 7 r' -.,�� Tube Removal, Rear...,,,, ,.... FF 4' • 8" 4' • 8" 6' • 2° 8' • 4° 7' - 0° 7' - 0" 10� - 3" 10� - 3'� 11� -1Q� 9' - T' 11� - 7" i�� - 2" 10� -I1�� Tube Reroov.al, Front ......,,.,. GG 3' =1��� 3' -lm� 5' - 4" T- 6" 6' - 2�� 6� • 2� . 9� • 5" 9� - 5'� lt° - ih� 8� - 7�� la - 7�� 13� - 2�� 9� - 8�� MIHIMl11vt BOIL�R RO.OM L,ENG7H ALLOWING FOR a00R S.WLNG AND 'TUBE REMOVAL FROM: ' ,� �.,, ,.�, � �� ,;,, � „ 2 21 2i2 2�, 2,, 2,2 11-�. ��;�� 1�;�� I,,,, 1�.�� jy�� � 4 4 4 �4 �4 . 4 12"Fl.�f I2"Fl.fi 12F�F(.fi 12"Fl.�fi 12"Fl.t 12���'i.�i z�� 2�� 2„ z�� 1„i 2�� i�� k�� 1�� ��� � 1�� 1�� G"F!.§ G"FI.� 6"FI.� 8"Fl.g 8"FR.§ 8"F(.§ 1,f2� 1�2,� 2�� p.� 2�� Z�� 20" 2U" 24" 24" 24'� 2 11�� 11'� 13�� 13" 13'" 1 3' - i�� 3� _. �:� 4, _��� G� _ 5�� G� _ 5„ 4� _ 5�, 1' - 5" 7� , 5�� g, _ ��� c�, _ a� �� . p„ 9� . p�� 13' - I,� 15� . 7,� 11' - 3° lA' - I" 17' - 1,� 1 q� ,1 �" 11� .1 p�� 14� . q�� y� . 9�� 12' - 7° 15' - 1" I 8� . q�� Rear of Boi1er .. ......... .... .. RR 13� - 7^ 13� - T� 16' - 7�' 2�7� .11�� 19� - 3�� :.9' - 3° 25' , 9" 25' - 9" 28' - l I�� 25' - 7�� 29� - 7° 34' - 9" 30' - 4" 34' . 9'° 39' . g�� 32� -11�� 38' - 7'� :44� - 7" 50� - I�� Front af B4i fer ................. RF .12' - 9�! l2 - 9" 15' - 9" 2Q - 1�� 16' • 5'� [B' - 5" 24' • I1" 24' -11�� 28' -� 1'� 21' - 8" 25' - g" 3L'' =10"' 25' •.3�� 29' • 8" 34' - S" 26' -10^ 3Z' - G" 38' . 6° q4' . p�� Thsu window or Ooorway ,.,..... RD 12' - 7" 12� - 7`' 14� - 1�� 16' - 3" 1G' - IQ° 1G� -10�� 2U - i" 20' - 1�� 2I� - 8" 1S' - 8" 20� - 8�� 23' • 3" 22' - I1° 25' • 2° 21' • 8" 26� - 1�� 28' -1 t" 31� - I l�� 34� - 8�� W��fGHT IN LBS. �tor.maf Water Ca.pacity..,.......,. 1,390 1,3Q? 1,Tf�. 2,290 3,130 2;92G 4;620 4;460 5,080 5,750 7,250 8,625. 10,670 13,000 15 Rppc.ox. Ship. Wgt, - T5 ib. 2,950 3,050 3;600 4;250 6;650 6,75L' 7,90U B4OOQ 8;800 11,750. 12,650' 1�,$5J. 21,300 23,60G 26 _.�.. Apptox. Ship. Wgt. - i50 !b. 3,G50 3:150 3,?50 4,400 6,150 6;90Q 8,600 .. 8;80� 9,3�0. t2,400 1:3,5�J0 1.5,900" .22,700 25,4.00 2� Appr�x. Ship, Wgt. - 200 (b. 3,250 3,35Q 4,Q50 A,700 1,1.5Q 7,390 9;100 9,�00 9,80U �3,00� 14;200 16;700 24,500 Z7,�00 29: Nnte 1: Accompanying.dimensions, while su.fficientl.y aecurate for tayout purqoses, must 6e con.;Enned foc constr�ction by certified dimensiop prints. Fbr 25D ib. desigrz pres.sure or.tiigfiec, contaet factory fot certified dimersion prints. � No.ke 2: Go�tFof p.ane.S relocatad on.boifers 250 hp ;�nd up. Note.3; Mlr compi�ssor belt driVen i:om blowei motoi on sizes 15 through 40 NP and i25 ttiro�gh 3S0 HP, Hote 4: Ai� compressor module on si.zes 50 tniough 104 MP and 40A th�ough i0�1 HP.. jk See back page for bn:ifers equippeci with dav�ts. 3 ': `, 15,340 1.9,300 23,425 21,7q0 33,QUU 38;OU0 a3,40U 50,600 36,GJ0 :4:,000 46,300 53:3G� 37;800 j �3,500 �i9;800 5I,0�0 NOV. 1987 ., �-��-'-, ' �� �.u� -c�.. �v,.�.. �.� ���� ���a��c��a���, a��o �oB �.��� ��� ��t4�� �� �,�� CONSUL7ING ENGINEERS/CIVIL AND STRUCTURAL . SHEET NO. —_ �� � OF �� CALCULATEDBY ��� DATE ��+Z�,L 1519 West Valley Highway North/Suite 101/Auburn, WA 98001 t 253-833-7776 Fax 253-939-2168 CHECKED BY `"��� DATE J�� e��ol b SCALE 1 7 6 B 2 � 5 9 1 2 3 � S E T II 2 J J 5 G] B 2 � h 6 8 1 2]< 6 fl 3 5' l � .�... �.. .s .:....-...'.. �. .. _' . . . . . � ' . � ; . . , . , . Z.1: 'l�: „ ... .. I. .i... .. ...'. .:.. .. . � ' � _ g{ ` a� . < E ��._p+ ' z : ..� ..., . °. 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D PRODUCT207 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. D16-0167 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/ar 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 l/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 perra�it 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, �AI ac e e iple Permit Technician File No: D16-0167 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 DEVELOPMENT Permit Application Number D16-0167 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 DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size l 1x17 to maximum size of 24x36; 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 seaUstamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the wark, 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 specifications for "Special Inspections" related to the steel and bolting applications. Add reference to structural steel notes: "structural steel fabrication shall be done by WABO certified steel fabricator". (IBC Chapter 17) 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 throu�h the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, �, �) `'`���� v ✓'� _.. t�-�' `� ° Bill Rambo Permit Technician File No. D16-0167 6300 Southcenter Boulevard Suite #100 • Tukwila WashinQton 98188 � Phone 206-431-3670 � Fax 206-431-36h5 PER�Ii COORD CO�Y. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0167 DATE: 07/06/16 PROJECT NAME: CLEARSIGN COMBUSTION SITE ADDRESS: 12870 INTERURBAN AVE S Original Plan Submittal Revision #_ X Response to Correction Letter # 1 Revision # DEPARTMENTS: � � �• U' �1v Buil i Division � Public Works ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: Fire Prevention � Structural � before Permit Issued after Pennit Issued Planning Division � Permit Coordinator � DATE: 07�07�16 Structural Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: OgIO4I16 Approved ❑ Approved with Conditions 1� Corrections Required ❑ Denied � (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Cefrter Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: �znanois ������ ����� ���� PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0167 DATE: 06/20/16 PROJECT NAME: CLEARSIGN COMBUSTION CORP SITE ADDRESS: 12870 INTERURBAN AVE S X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: �� �.2��1� Bui�dm Division g '�b �r1� �t�l►� �'2"�� ublic orks Revision # Revision # �� �u �' �' �I� Fire Prevention � Structural ❑ before Permit Issued after Permit Issued � n� �.�( �(� Planning Division � Permit Coordinator � PRELIMINARY REVIEW: DATE: 06/21/16 Not Applicable ❑ (�ao approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved � Corrections Required � (corrections e�ztered in Reviews) Notation: REVIEWER'S INITIALS: Structural Review Required � DATE: DUE DATE: 07�19�IC) Approved with Conditions ❑ Denied � (ie: Zoning Issues) DATE: Pernait Cesrter Use Only CORRECTION LETTER MAILED:��� Departments issued corrections: Bldg� Fire ❑ Ping ❑ PW ❑ Stafflnitials: 12/18/2013 City of Tukwila Department of Co�nmunity Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://wv��r.Tukwilal�4'Agov REVISION SUBNIITTAL Revision submittals rreust be submitted in person at the Permit Center. Revisions will not be accepted t/zrougJz tlie mail, fax, etc. Date: � b Plan Check/Permit Number: ❑ Response to Incomplete Letter # � Response to Correction Letter # � ❑ Revision # ,�fter Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: � �0.i � 1 ProjectAddress: ���� � Contact Person: Summary of Revision: �V V S�P� t U�I Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1� � Entered in TRAKiT on �%�b �P � W:�Permit Center\Templates�F'ormsUtevision Submittal Formdoc Revised: August 2015 Dlb-�����1 \ c� Y �b _ RECEIVEC3 CtTY OF TUKWIL�. JUI.. o s 2��s �ERMIT CENTEF� CITY OF TU��WILA • Depariment of Community Development � 630o Southcenter Boulevard, Tukwila, WA 98i88 Telephone: (206) 431-36�o FAX (206) 431-3665 ..: E-mail: tukplan�ci:tukwila.wa.us Permit Center/Building Division 206 43i-36�o Public Works Department 206 433-0179 Planning Division 206 43i-36�o AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: �� I,�% "— � I C� l{� STATE OF WASHINGTON) ) ss. COUNTY OF KING ) �� v � � / i � � � _ , states as follows: [please print nar�ie] i. I have made application for a permit from the City of Tukwila, Washington. � 1 tx �-- C l L� �7 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 i8.2�.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this �davit. I have read or am familiar with RCW i8.2�.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 i8.2�.090 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 i8.2�.090, I consider the work authorized under this permit to be exempt under number �, and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW i9.28.i6i through i9.28.2�i 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 � � n � �.r�' �• � � Owner/Ow�er's Agent ``���:e�\41ttltf t y,��.``�� s'�. �'�s� �f �t � v°`'�10/VkE°��+rP��" `�/j. � �= ,1�*� �� `'� °r � ; � ��'CAq� '?s"��,� s � :�, _ «_ '^% : i � ,c G "2 : i N�'�i, � B t•` � a� �� �°h: r0,l9-��`'�� � //��g��a` t���4tNk1EN���`�. � ��rr Q�' wAs�'���'�,. i��e61l1\i\\�����• Signed and sworn o before me this �� day of , 20�. � �i_ r � NOTARY PUBLIC in and for the State of Washington , ` Residing at _ , County Name as commissioned: � ��CJ �_l"/) ���('� My commission expires: __ 6� �� l r�� TRUE SIZE: ARCH D: 24X36 'd- � f � O 1 � 0 4 � � W � O F—. {,7' J C� 0 U ! r Q N Z C� C� � U � z � � 0 � � � m � � 0 /� � � ' 1 �t���I,HLC: t!L =-� � w � � TRUE S�ZF: ARCN D: 2�-�C36 � ST Y 1�f FI.R. B1kFt �' o� � . ' 0 tN�LD D�TA1L 5����. ��� _ '� � 0 iVfli'ES: �. V�RlFY iHE LOCATI�N �F IVIE�NAN��AL . E�UIPMENi" UNITS PRI�R TQ INSTALLATIDN 2. ALL B�ARING STEEL PLATES T� BEAR FUI��.Y o� coMPac��a so�l. I . 3. ALL �XPt7SE� EXTERIC�R STEEL TQ B� � PAI NTED� , : PREPARED FOR CL�ARSIGN CaN�BUSTION � 1287o INTERURBAN aV�. S. SEATTLE, �NA 9 816 6 GATEWAY CORPORATE CENTER PROJECT CC�aL�NG Ta��R �,�o . � 12870 INZERUftBAN AVE. S. SEATTLE. WA 98168 . (2Q6) 67�--4848 )N :,N , �,, MP �. . �-�,t ��,ly� � � , c�. w � j��°����� u _ .c� �ATE 201s-04-1� - D�SIGM Wlil.�Ah� S.; /�t1RON 5. D WN AARON S. R�VtE�� ��� �� ���p�� ��C� C� �,��,,��l1'� � ��� o a 2�1s A€'RUVAL — RE1lIS14NS aAT� oEscRl�noN SITE PLAN �� . i . C't�l o� �U�ila ` - Bv��a� N� ��v►s��N ` � � E����l�,� �� ��`�Y �:" i'�!���`��L�� JUL � 6 2016 �������T C�i�9TEF� �aRRE il��l . ►��r�� _ �- y � � «��� � �� �� ��� � � .dt� .�� �;� � �� � �� y��� SHEET NU�IBER f�il���l.l .�� SHEET NAME ZONE A PAD PLAN 0 � � 2 a �i � w � EXISTiNG L�T SURFACE �i.9� (, STRUCTURAL NOTES ETALS � STRUCTURNL STEEL FRAMING Structural steel materials, fabricotion and erection shall con(orm to IBC Seciion 2203, and the AISC 360-10 Specification for �- Structural Steel Buildings. Point ail struciural steel exposed to weafher unless noted otherwise on drawings. • (� Materiaf specilicotions, unless noted otherwise: (� Structurol shapes: ASTIA A 992 (Q Bors, ongles and plotes: ASTM A 36 �- S-, C-, �C-Shapes k Siruclural tubing/HSS: ASTIvI A 500, Grode B C� Boits: ASTM A 307, Grade A C1J Nuts: ASTM A 563 Flat/beveled washers: ASTM F 436 CD Filler metol: E70XX r � Subsfitution of other materials requires approval of the Engineer. Contractor sholl submit shop drowings to the Engineer and Building Of(iciol (or review prior to (obrication. Z (►� Galvanizing of structurol shapes and fabricoted parts shall conform to AST�1 A 123. Galvanizing of threaded parts, bolts, nuts, � and washers shail conform to ASiM A 153. � Welding shall be performed by WA80 certified welders and shail con(orm to AWS D1.1 and AISC speci(ications. E70T-4 weld �materiol is nof permilled. F�inimum fillet weld size shall be 3/16" unless noted otherwise. Field welds sholl have speciol �, inspection per IBC section 1704. _ � J � a � � � � � z d � J � TRUE S�ZE: ARCH D: 24-X36 7��,� $�� ��-� 1��� o�-� � TOP �"x�2"x12„ (ASTM A3s) STUB HSS �0'�t�iU"x�'' (ASTM A500, GRADE 5) � AD ELEVATION �t SCALE: 112" � 1' TABLE 1704.3 REQUIRED YERIFICATION AND 1NSPECTION OF STEEL CONSTRUCTION ' V�����1TIOf� �N� �NSPECTION Z COi�TINl10US = �E�IODIC: ' { ;, �; REFERENCE ;= IBC R�FER��C�'.` ° .,,_,; ,,, ..,< ��:- a�_.:�.. �..;.;� ��j ,. �� �. �_<STANDARD°�. - �._:_..�.:.�.. .�: � f:.:_ .�;::,. ...,;��-. 1. Material veri(ication of high-strength bolts, nuis ��ond washers: a. Identi(ication markings to conform to ASTt� AISC 360, Section A3.3 sfandards specified in the opproved construction - X and applicabie ASTM - documenfs. material stondards b. I�anu(acturer's certification of compliance required - X _ _ 2. Inspection of high-strength bolting: a. Snug-tight joints. _ X b. Pretensioned and slip-critical joints using tum-of-nut with matchmarking, twist-oif bolt or - _ direct tension indicator methods of installation. AISC 360, �704.3.3 c. Pretensioned and slip-critical joints using Section l�2.5 turn-o(-nut without match-marking or calibrated - - wrench methods of installation. 3. Material verification of structural steel and cold-(ormed steel deck: o. For structural steel, identificotion markings to X AISC 360, conform to AISC 360. Section M5.5 b. For other steel, identification markings io conform A licable ASTM to ASTM stondords specified in the approved - X moterial standords construction documents. c. Manufacturer's certi(ied test reports. - X _ _ 4. I�vterial veritication of weld (iller materials: a. Identi(ication morkings to conform to AWS AISC 360 Section A3.5 specification in the approved construcfion document - X ond applicable AWS A5 - documents c. Manu(acturer's certified test reparts. - X _ 5. Inspection of welding: (Welding inspection/welding inspector qualification for cold-formed steel tloo deck shall be in accordance with AWS �1.3) a. Structural steel and cold-formed steel deck: 1.) Complete dc partial joint penetrbtion graove welds X - 2.) Multi-pass fillet welds X _ 3. Single-pass (illet welds >/�6 X - AWS D1.1 1704.3.1 ' 4.) Plug and slot welds X _ 5. Single-pass fillel welds >/6 _ X � 6.) Flaor and roof deck welds - X AWS D1.3 - b. Reinforcing steel: 1.) Verification of weldability o( reinforcing steel other X than ASTM A706. . 2.) Reinforcing steel resisting flexural and axial forces in intermediote ond special moment frames and X AWS D1.4 ACI 318: boundary elements of special structural walls of Secfion 3.5.2 cancrete and shear reinforcement. 3.) Shear rein(orcemenf. X _ 4.) Other reinforcing steel. - X 6. Inspection of steel frame joint detoils for compliance with approved construction documents: a. Details such as bracing and stiffening. _ X b. Member locations. - X - 1704.3.2 c. Application of joint details ot each connection. - X � FENCE POST �� � 1la �rrc� �osrs t �, � A � � cH.Eo � � ' � A UV�LD pETA�L �., SC�LE: 3" � '�' � �EVIE�� ��R� ���� ������ ���� ������� � J�� 0 8 2U16 {;;� of "Cutcwila IVISi�N. ► �u���o�N� n ��� M��r �� �� � �' �� '� ����i�����': JUL 4 6 2016 ������� ������ 0 PREPARED FOR �LEARSlGN C�MBUSTION 12870 INTERURBAN AVE. s. SEA7TLE, 1NA 98� �6 GATE�(AY CORPOR ATE CEN TER P R OJ ECT caa���� T�WER P�D � � 1287Q INTERURBEW AVE. S. SEATTLE, WA 98166 (2os) s��-���s � �1 P ��� ��! _ .��, fo� 1�►-��' �, :� '1 " ► F y � .�, ^� � �4 w s, ��. �, �`s U�AL EHG` �\� DA7E 2ots-04-1s UESIGN WIWAM S.; /�ARpN S, v�xw� , �QN S. APROYAi. - REVIS(ONS OATE DESCRIPTION S�TE Pl�N �/� / � l / � � � i . SHE�" NUMBER AR�H.�.�1 SHEET NAME Z�f�E A PA� EL�1�A����! ���:, , ���z '��;���� ��� �� � � $ �� ,� � � �� � " � ���z �� � � ��� �'�t u ��� �r�'� ��� � " , i�� �"i� t �» S � ��� &�i�.r � �. �'�+ S'�� � �i��h. �, 4 ms"' ��i`rs,�i b ��� �e�; �Lf��y Y��j�';�i �.wA`A� �v{� i��; ���y� 42,}`��K���: si ,�'� ""Qtik � ��'y fiy�!�'':W � �Ri+t}�4��� �����YUA'� ��p � "�»�`�? ��� ��4{ �3 " ���� �� ���� ��tiv,,��sr�w�, �i, �i' � �`���t�`��� ��� � „ "a �� ����� �`�i� a" � �? ���� �� � � � ���� ��k l, �'�� ��� �, �r� ��� �� " m �2 i� � �'}c� �� � � � �� �'�}��� �` n�s� ,�°, ~ y ' �'4��� ���'��} �� tl�� t's�°,,y�"�f;�k�' � � ���� �' �`' '> i 'f� , ��r` � � ��,t�� r+ ��`��h„i���t��� .,