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Home My WebLink AboutPermit D04-046 - ENTERPRISE LEASING COMPANY - CARPORTENTERPRISE LEASING COMPANY • 18400 SO1JTHCENTER PY D04-046 • • • W; QQ �; WD UO U 0 W=` 1 cn u. W O g - 5 xW _ 1- ' HO Z H-: W• W; U ;O - 0 = W — O. O~ z c it y Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 M of Tukwila DEVELOPMENT PERMIT Parcel No.: 3523049116 Address: 18500 SOUTHCENTER PY TUKW Suite No: i Tenant: Name: ENTERPRISE LEASING COMPANY Address: 18400 SOUTHCENTER PY, TUKWILA WA Owner: Name: LA PIANTA LLC Address: PO BOX 88028, TUKWILA WA Contact Person: j PUBLIC WORKS ACTIVITIES INCLUDE: OIL - WATER - SEPARATOR FOR Name: MICHELLE SMOOT Address: 1119 SW 7 ST, RENTON WA Contractor: Name: FREEDOM METAL PRODUCTS INC Address: 1462 BLAKE ST, ENUMCLAW WA Contractor License No: FREEDMP97333 Phone: D04 -046 03/12/2004 09/08/2004 Phone: 425 - 917 -7525 Phone: 360 802 -6987 Expiration Date: 04/23/2005 DESCRIPTION OF WORK: CONSTRUCTING 34' X 40' X 14' STEEL CARPORT STRUCTURE j PUBLIC WORKS ACTIVITIES INCLUDE: OIL - WATER - SEPARATOR FOR CAR WASH PAD WITH CONNECTION TO SANITARY SIDE SEWER. Value of Construction: $ $22,576.00 Fees Collected: $603.86 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 17 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: n Public: n Storm Drainage: N Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: n Public: n doc: Devperm D04 -046 Printed: 03 -12 -2004 Permit Number: Issue Date: Permit Expires On: z Z � JU 00 (/) J H S2 LL w 0 wa Na �w E— O Z F— D113 O N off ww �0 .. Z. w U =! O F ' - Z f City of Tukwila ,O Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 N ** Continued Next Page ** z Z =: U U O ca N W: W =: J F-: T LL: WO LL Q: CY = W Z� H O. z F- W W: O N .W W ' U LL O: W z U CO) .O z r�; C ity of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 .� Permit Center Authorized Signature: Date: 12-z-,r/K I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: i r !{ _r Y ►"rf� i' P rise C•d - Print Name: i(c.�nPe �VhGG This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. } � 1 j i j j 1 Z �z w w� U (n O .w= . J H N O w LL j. � zw z� Z o- 2 5. U� O N' O H-; W —O Z. H= Z 1 Igoe Ci of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 3523049116 Permit Number D04 -046 Address: 18500 SOUTHCENTER PY TUfiCW Status: ISSUED Suite No: Applied Date: 02/09/2004 Tenant ENTERPRISE LEASING COMPANY Issue Date: 03/12/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 4: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 5: All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). 6: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 7: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 8: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 9: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 10: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 11: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 12: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 13: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 14: Applicant shall follow all the conditions of the King County Wastewater Treatment Division (Industrial Waste Program) approval letter dated February 12, 2004 for Oil /Water Separator. Letter signed by Lydia Eng @ 206 - 263 -3017. doc: Conditions D04 -046 Printed: 03 -12 -2004 z r~ Z Q: 2 D J �o CO W J = H D U- w 0 LL Q CO a =d �w z z f- ZO LLJ w �o CO U o � W �� u. 0 ui z CO O z ,s.;.t;.i«YG�± ;��' •,. ;: , ::g »ki�;��:�.2f' = s�;. ?� "�iw' r' �rit� tr' ',�. ,�.�:�•'af�;,+r i f City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: Size of Oil /Water Separator is based on information from applicant and contractor. Estimated less than ten (10) cars per day to be washed at this wash pad. Greater frequency may result in the need for a larger sized separator to be Installed. Separator to be serviced /inpected on a bi- annual basis, as a minimum. i ! I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. i The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws j regulating construction or the performance of work. Signature: V` Date: a fUc� CrA+rx( � — s f V i, 0 Print Name: z Z W Q Q : 2 J U UO. CO 0 Cl) =. J C0 LL W O u. Eig U) d, ►_- _ Z H. z O U � O N. O H W F- V ' 6 Z. O Z tiJ� k �s Z k 910 CITY OF TUKWI&. Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 t +i Y ��kw�Afi� 1) fw r i5 tia! + ya t i��9 Y " 4 5 u y•t a.l$l1liQltl�'Pe �,* � � t <Mechatircal; p , 6 ub10N , orks 7 jPe� 4 { m � �ii ��At'�� 4f r{ytA� �� "� "I' t 3 I � h�� l w' Irvd 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 ** ,L King Co Assessor's Tax No.: 35, , ?3 Site Address: iglo() :50L*Cenr{ ' Suite Number: Floor: Tenant Name: &+ry0 ri S , "I, roe Q �yy1 yL� New Tenant: [�.... Yes E] ..No Property Owners Name: �(ak 0_ , [._(„ (', - tzrtanr Mailing Address: i I I q S W i gc fo W A C1 m5rE City State I Mailing Address: Company Name: - Ea' Qm r h-ek, t.( TVO &ticks zrj�)� , Mailing Address: j j+(O ; , 5 &) U hnt'_,(Ct_W WA ` 601p, City State Zip Contact Person: 9,0 Day Telephone: 3(00_) g0 _ (o gg+ E -Mail Address r EMeim Q weS +• Y) "p,t Fax Number: ( 3(00) g0 2' (0 qg� Contractor Registration Number Expiration Date: Wo * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** City State Zip Fax Number: N9) ff30 - ;?q : ` Company N Mailing Address: City State Zip Contact Person: E -Mail Address: Day Telephone: Fax Number: E -Mail Address: Vy ew • co M Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: \applicationApermit application (7.2007) 3/2003 Pttge I Fax Number: Z J_ W � D U W = U) U_ WO LLQ co D = �_W Z H F— O W ~ �5 U� ON 0H WW �O Z W CO O Z a4Valuation of Project (contractor's bid price): $ 1'� �j0.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): 9) f " A q 0 r X 1 5-6nG1 C0XP r`_ 5 Yr ck Ye- Will there be new rack storage? ❑ ..Yes ❑ .. No if "yes ", see Handout No. for requirements. :r�r Provide All;Building Areas in Square FootageBelow- I '• `'' If "Yes ", attach list of materials and storage locations on a separate 8 -112 x 11 paper indicating quantities and Material Safety Data Sheets. \2PPlications \permit application (3 -2003) 312003 0 Page 2 Z �Z I~ W �QQ? UO D W W NLL W 9_J LL N CY �W Z F- 0 W ~ W U� CO OH WW H H - W Z CO O Z Addition o Type of Type o Interior. Existing Construction Occupancy per :Existing. Remo8el Structure I�Tew + ; ,. .. , .i;'per 2 °.•.'Floor : ,logrs ;L tE tttrtll °� ��. 1 � � �j i''I.:ir:'�rl !iii "r:2I" Accessory Squcture* a`Att' hed +Garage; hh Attached Carport's I. � , CoVered'Deckl ; ' I � , 1 !1 1 1 h 1 I. � � Li (I �Y:'•�. +'. : :: I.. i. r:l A��..4 ;rlii 0 Page 2 Z �Z I~ W �QQ? UO D W W NLL W 9_J LL N CY �W Z F- 0 W ~ W U� CO OH WW H H - W Z CO O Z Scope of Work (please provide detailed information): ' If�ty. �'r ( �tUs �O 1 L - tur4 -l�2- S,EPi4�4A�21 Call before you Dig: 1- 800 - 424 -5555 Pleasd1ie er ta-Viii c Woirlcs .Bulletin. #1, for: fees andestimate sHeet:.: ; :: Water District ❑ ...Tukwila ❑... Water District # 125 ❑ ,. Highline ❑ .,.Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑... Va1Vue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ❑ ...Technical Information Report (Stone Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ ., Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Proposed Activities (mark boxes that apply): ❑ ...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 Disturbance Nff... Construction /Excavation/Fi11= Right -of -way ✓ Non Right -of -way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards :Sanitary Side Sewe(OWS) ❑ ...Cap or Remove Utilities r ❑ ...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 It ,r ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ...Water Only Meter Size............ WO# . ' ❑ ...Deduct Water Meter Size........ " ❑ ...Sewer Main Extension ...........,Public Private ❑ ...Water Main Extension .............Public Private Fire Line Size at Property Tine Number of Public Fire Hydrant(s) ❑ ... Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip lapplicationApennit application (3 -2003) 3/2003 Page 3 Z �Z U N it] CO) LLJ W = . H N O W� La N =d F. W Z �. 1-0 Z H W U� Cl) a H W �- O •. Z U CO) O Z t W A ��! c 7:�� l � M r �. '��lA4r. " � . �): iu��. �n4 r' n�+ :Y �:s•r F�j r' #5 � ;1n ;,,.,�K.}.� , i "'�G r;•R .. i��' If !'"�;,.r� i J�s��xvNJ t �F 1�' r �. r� r > 1 iA i 17' 'w Ir �• i4 i j �, ra � i ( Atl'. Scope of Work (please provide detailed information): ' If�ty. �'r ( �tUs �O 1 L - tur4 -l�2- S,EPi4�4A�21 Call before you Dig: 1- 800 - 424 -5555 Pleasd1ie er ta-Viii c Woirlcs .Bulletin. #1, for: fees andestimate sHeet:.: ; :: Water District ❑ ...Tukwila ❑... Water District # 125 ❑ ,. Highline ❑ .,.Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑... Va1Vue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate ❑... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ❑ ...Technical Information Report (Stone Drainage) ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Bond ❑ ., Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Proposed Activities (mark boxes that apply): ❑ ...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 Disturbance Nff... Construction /Excavation/Fi11= Right -of -way ✓ Non Right -of -way ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards :Sanitary Side Sewe(OWS) ❑ ...Cap or Remove Utilities r ❑ ...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 It ,r ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO# ❑ ...Temporary Water Meter Size.. WO# ❑ ...Water Only Meter Size............ WO# . ' ❑ ...Deduct Water Meter Size........ " ❑ ...Sewer Main Extension ...........,Public Private ❑ ...Water Main Extension .............Public Private Fire Line Size at Property Tine Number of Public Fire Hydrant(s) ❑ ... Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip lapplicationApennit application (3 -2003) 3/2003 Page 3 Z �Z U N it] CO) LLJ W = . H N O W� La N =d F. W Z �. 1-0 Z H W U� Cl) a H W �- O •. Z U CO) O Z MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: City State Day Telephone: Fax Number: Zip Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $. Scope of Work (please provide detailed information): Use: Residential: New .... [] Commercial: New .... ❑ Fuel Type Electric :....❑ Gas .... ❑ Replacement .... ❑ Replacement .... ❑ Other: Indicate type of mechanical -work being installed and the quantity below: nxt, e: ;Yp QtY: i Umt; e ; i � YP. Qty; nit,T e� i _+ ;�TJ .I.{, ,Q BoilerlCom ressoir ' + , Q Furnace <100K BTU Air Handling Unit g >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace>I00K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended /Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling.Unit < =10,000 CFM Incinerator —Comm /Ind T_ Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. 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 OWNER OR AUTHORIZED AGENT: Signature C • � 4naot — % &yretrprts- Print Name: 'FOY 1. -�PCi Siva C otnixt►�u Mailing Address: Date: 02/ 1 lo� Day Telephone: 0a ty State Zip Date Application Accepted: I Date Application Expires: Staff Initials: \applications \permit application ()•200)) 3/2003 Page 4 Z ~ w UO Co o co W J l,_ C0 LL WO J U. Q C = �W Z H E- O w ~ W U� O N o I— W H -O • Z • W U= O F- Z j ti. Vl,1V�e City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3523049116 Address: 18500 SOUTHCENTER PY TUKW ' Suite No: Applicant: ENTERPRISE LEASING COMPANY Receipt No.: R04 -00301 Initials: SKS User ID: 1165 RECEIPT Permit Number D04 -046 Status: APPROVED Applied Date: 02/09/2004 Issue Date: Payment Amount: 367.75 Payment Date: 03/12/2004 03:54 PM Balance: $0.00 Payee: ENTERPRISE LEASING COMPANY TRANSACTION LIST: Type Method Description - - - - -- Amount ---- - - - - -- -- - - - - -- --------------------------- Payment Check 75618 367.75 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 363.25 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 367.75 Z Z Q� J U: UO ND w= J � CO U. W O. LL Q Cj) = W z� I— O Z 1--. 5 �p :O W W U LL ~O .. Z; CO) U— O Z i Citv of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 3523049116 Address: 18500 SOUTHCENTER PY TUKW Suite No: Applicant: ENTERPRISE LEASING COMPANY Permit Number D04 -046 Status: PENDING Applied Date: 02/09/2004 Issue Date: Receipt No.: R04 -00141 Initials: SKS User ID: 1165 Payee: MICHELLE D. SMOOT Payment Amount: 236.11 Payment Date: 02/09/2004 03:36 PM Balance: $367.75 TRANSACTION LIST: Type Method Description Amount - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check 5629 236.11 i ACCOUNT ITEM LIST: l Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 236.11 Total: 236.11 9 T i T AL. i 7't •� � doc: Receipt Printed: 02 -09 -2004 Z W. U 0 N o. W = r~ . cn LL. WO 2 �. La co)d =W ' Z I- O Z F- 5 U CO : 0 ` 0 E-. W H W' �. —01 111 Z U N it � O Z i C INSPECTION RECORD t0 Retain a copy with perms[ '. I . INSPECTION NO. PERMIT -' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project..:__-- MCP V 1Pv� Type of Inspection: ✓ 1 vvn Address: Date Called. Special Instructions: Date Wanted: a.m. 0Z4 P.M. Requester: P% CA -e t Phone No: 9 ` - 7 LLS M AP ' proved'P'er applicable codes. n Corrections reouired prior to approval. COMMENTS: Inspecto . Date: V) ( -,OLL $47.00 REINSPEcnON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: z 1j. '~ W JU 0 O t Q o C0 UJI J = Lb LL WO 9 U . W ZH I— O: W ~ W U� N: O t— W W, H� lL O z U= z INSPECTION RECORD Retain a copy with permit, INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 s (206)431 -3670 c�tL. Proje nn ty1AP% Type of Inspecti o Address: Date Called: Special Instructions: ate Wanted: Op M. Requester: Phone No: S ; { Approved per applicable codes. Corrections required prior to approval. �r InspectcZ. Date; w $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: P P, V �e \ %r^ P r J f'C t l' r A 1 h - , Z �QQ LU JU v O CO wi J N LL WO J IL ?. � Z W W 25 . O N' o W W. W Z ll! O ~' Z. INSPECTION RECORD �D -r��b Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: sega 5*e rte' Renfa 1 Type of Inspection: r irDa Ad ss: 19 460 SotA a ho FKw Date Called: t `7 - 9 — © q Special Instructions: Date Wanted: 4! , n 4 a, 4 _,, p.m. Requester: , Ke y 10^1 Phone No &6- 3clib-1 74 , f Approved per applicable codes. Corrections required prior to approval. SSA !1) COMMENTS: `f 1 1 . 1 !/ e -� Inspector: Date: l Receipt No.: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. z H �W W� JU UO Cl) J � �LL W O. 95 u. Q N� =a �W �O W H' �j U� co !O � H W W. H F-- -O llJ z U N O z i INSPEtYION RECORD Retain a copy with permit �.. INSPECTION NO. PERM CITY OF TUKWILA BUILDING DIVISION i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: zar,.le62 se: Type of Inspection: j,,�A Address: Date Called: Special Instructions: (o ` 4 '0 3 Date Wanted: , Zf -- p.m. Requester: > Phone No* ;r Approved per applicable codes. Corrections required prior to approval. 4 1 i f:. 3 i i i COMMENTS: vvA r Ty 1 e a VJ 01 rd VIC- L v $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I t o Z '~ W U UO WM caL W LL c = W zF li— o W ~ w U� O C0 ,D H. W W' F- LL —0 W CO) 1= � Z INSPECTION RECORD'' Retain a copy with permit 0 L� ~� INSPECTION NO. PERM' CITY OF TUKWILA BUILDI1J4/6. jVISION 6300 Southcenter Blvd., #100, Tukwila`, II�A 98188 (0 43 -3670 Pr 'ect: L_ As T pe of Inspection: (� �.�vr+ Addres : T 0 • P%4 c�J C �--�` Iled: �- Special Instructions: Date Wanted: a.m. Ll ° t -j - 0 i✓ p.m. Requester: �'1 ►�� -� e :. Phone No: / t , _ L 1 2 -!S l [�J — Li 5 ❑ Approved per applicable codes. corrections required prior to approval. r COMMENTS: ^s to inspection, fee must be I to schedule reinspection. Z W� .J U 00 U 0 ca Ill W J � S2 u.: W O: 1 LL Cl = W Z� Z° W LLI U0 0 f- WW 2 F- u- F o co U O Z INSPECTION RECORD -7 Retain a copy with permit INSPECTION NO. PER 0. N QQ * 67 CITY OF TUKWILA BUILDING DIVISI 6300 Southcenter Blvd., #100, Tukwila, WA 98188 4 t " w�l 0 P Type of In ection: A'ffd r s I U Date Called- I TIM0 k Vj � Special Instructions: Date Wanted- ' ' I 41 1.3 o p.m. J Requester, Phone No: Lo 44 4-3 ti (D F i required prior to approval. Z Z Uj 00 CO) j3: CO) LLJ LU W0 1 LL 0 W �- III Ul CO3 W Ot Z 0 Z [In Vector: Date: L l u l 47.00 REINSPECTI FEE REQUIR�Ep rior to inspection, fee must be aid at 6300 Southcenter Blvd., Site ,Q Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD i 1 Retain a copy with permit D0 7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 �v- Project: Type of Inspection: �SS Address: 1850 S 64l ay 4 er Pkw Date Called: 3 Special Instructions: Date Wanted: M. �7 ° 0 "©q p.m. Requester: K evlyl Phone No: :Z E] Approved per applicable codes. Corrections required prior to approval. • W, 2 M A - MV1001 Inspector: �� Date: 6 Receipt No.: Date: F1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z �Z �W JU tU O CO a LUi C0 u_ W O U- a' _CY �W ' Z I— O z LU 5 U� O N �H W W Z Ll.l CO) O z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: c Type of Inspection: JJ S D% tcX'c �P Address: .�" Date Called: 0 3 /ol Vlo y Special Instructions: Date Wanted: �,m; 03 Ja �Q `� p.m. r l r 4 l 3 v � �� • Requester: 5�ex fi « _ Phone No- yap - 7 3 7 Approved per applicable codes. ❑ Corrections required prior to approval. i I I i i Inspector: Date: 547.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: G -,e 1 AN glg' L ) t� n Z QQ SZ W W QQ � JU UO N 0 J H Cl) u_ WO J LLQ = W k zZ I- O' W �5 Fo _ W uJ U. (Li U CO), 1= � O Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMI CITY OF TUKWILA BUILDING DIVISION r 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 i i r Project: �, :� Type of Inspection Addre s: Date Called: - Special Instructions: Date Wanted• :m -o y M. p c..�- ate` - OIJ�,fl7• u Re4 ®� r /GiC•c�C'�.C Phone No: -�w k p proved per applicable codes. Corrections required prior to approval. COMMENTS: •V i I - { I t I In p r: Date: 2 )�N - AA ft-^ P 01A 3 L z 7.00 REINSPECTION E REQUIRED rior to inspection, fee ust be I at 6300 Southcente Blvd., Suite 100. Call to, schedule reinspection. Receipt No.: Date: Z W � J V UO CO) W J WO 9-3 ur j N CY. �W Z F- O- W ~ W U� O� OH W iii Z U =. O I— Z KingPriest 25 -SA . 100 Gallon Capacity i 1 W a d � Q n n' ro O � Q O t3. y o' FAX N0. : 3606589963 ._ 5 .2 '•5 • . W Dia Hex Bolts a!atee Feb. 09 2004 07:28PM P3 � • ' — T- -T-` -- •.: , , ♦ — � -- - -fir �' . L, , _•___T�.�. - • - , � - -- -___ = �-.•' _• � ` �•' •` +� + ,.� � l \`, . � + \yam ♦' \ ,, \': ' ' r• '• ��' ' +' � ., \, I,II .., w �, � `(�., \mil • ,/•• ` \' `•• \' \/`. • /�i / � .�" ;,' .. /., ,•, r ,. , � r + • CD n. > ro — Gcshmnized Diamond Plate Covers `-' a' PLAN VIEW %W Soft -!Dawn Locking Eh T- -2'F.' ro � ca E _ Sbls ` For Battle and Weir Pfztes J / Typical PLAN VIEW Cover Not Shown, See Cover Plan , IGt'ry or PE�M CEO INLET PIPE I Evch Side, L ift H ole 3'/e' Adjustment— With SarnplIng TEt Contractor To Plug (Grout) 3r. • pis. Insert w/ Mex 301t OUTLET PIPE By Omecs ? Alter Insta118Yion 2 e;a. Side. 2 Sildes • i , With Sampling Tee By Others '� I r � - - - - - � ' d �. -�.� ".1-• �- �_.�•, ;~ -. tea__ -_� -�. .j -•�� n • � _ � ter•.. .�L � l � ` — I r.� _ {` t i Oil Retalncr Baffle J 6 T pin. Hole j a c Flow Ddfaser • 1— a' T Gr'N Sludge go Retainer 68tflo ZD s 1 1 1 -6 1/2" I 8 { 1' -10T •t' -2' ` r N i SECTION AA V S I N N ti ... SCALE: 3 / < ",7 Doq w0 4 126.1 Z �W D UO O W� Cl) LL W 0 2 9 LL = W f" Z� F- 0 W LLJ U(3 0 H W F- It. 0 liJ Z U =- O Z - ROM`: KingPriest FAX NO. : 3606589963 25 -SA 100 Gallon Capacity `• ' r "� ~ .� Full ISW Cpen ~~ •M1' i ; ; - _ ` ! T ? -= I - _- - -- - 3ott -Down Lockin COVER WITH - _ _ _;..; _ - _; _- ; 2 g ADJUSTABLE FRAME _ - V3' dig. Hox sobs, Plated No. 38/25 -TA _ - ___� -: - 220 tbs. ___? ` ? - I ; ? - - - - _ -_ -_ Suitable For H _'_ __ -t_ _? - t -t _ _ _ _ - - - - - ?- 1 ��'' • I •20 Wheel Load In Off-Street Locations Where Not Subjected To - - - - - High- Density Traffic _ ? '- 71-7- _ - - - - OUTLET PIPE With sampGnr, - ay Others 7 Diaa. Hole Oil Retainer BefAe VAULT No. 25 -SA - •� 1.880 lbs. 1 'h• O'a. Lift Hole 1 F-Xh Sid-, 2 Skies Contractor To Plug (Gr=) After hrsWllation Grit/ Sludge Retainer Weir J Copyr;9ht01Sao OWa� P-,, ::a,AU gt:a tiQ��n+C ? 1 RECEIVED CITY OF TUKWILA PERMIT CENTIErR • ITEMS SHOWN ARE SUBJECT TO CHANGE WITHOUT NOTICE. FOR DETAILS SEE REVERSE SIDE. 126 Issue: January. 1996 Feb. 09 2004 07:28PM P4 Flow Diffuser Baffle INLET PIPE With Sampling Tee 2'.71h By Others i r Die. Hole o I Z Z !Y 2 UO 0. W = CO LL WO L N CY = W Z H Z O F- : � p v O - o� W W 2 LL _ O. w Z. U N P H Z King County Wastewater Treatment Division RECEIVED Industrial Waste Program Department of Natural Resources and Parks FEB 17 2004 130 Nickerson Street, Suite 200 Seattle, WA 98109 -1658 TUKWILA 206 -263 -3000 RECEIVE[ PUBLIC WORKS 206 - 263 -3001 Fax FEB 1 9 2004 February 12, 2004 7UKUVli.f, Steve Parker PUBLIC WORKS C 6504 81 NE �S pp - rt)0I Marysville, WA 98270 Approval of Oil/Water Separator Design for Enterprise Rent A Car Dear Mr. Parker: PE�� Your plans for the oil/water separator to be installed at 18400 Southcenter Parkway in Tukwila have been approved by the Industrial Waste Program of King County's Department of Natural Resources. Approval is hereby given for the design of this system. Discharge of treated wastewater from this separator to the sanitary sewer is authorized subject to the following conditions: 1. No significant amount of storm drainage shall enter the sanitary sewer, i.e., the uncovered area tributary to the separator shall not exceed 200 square feet. 2. The connection to the sanitary sewer shall meet plumbing, construction, or other building codes established by the local jurisdictions. 3. The oil/water separator sampling port or inspection tee on the outlet line shall be accessible to King County personnel during normal hours of facility operation. 4. The oil/water separator shall be properly maintained so that effluent from these structures does not exceed the King County discharge limitation of 100 milligrams per liter (mg/1) of mineral/petroleum (nonpolar) fats, oils, and grease (FOG) or 100 mg/1 of animal vegetable (polar) FOG This design approval does not in any way guarantee the effective operation of the system. Enterprise Rent A Car, or any subsequent operator, retains responsibility to enlarge, modify, or replace the oil/water separator to meet King County discharge requirements. Any subsequent modifications to your collection and pretreatment facilities, which have the potential of affecting your wastewater discharge, must be reviewed and approved by King County prior to construction or initiation. Nothing in this approval shall be construed as satisfying other applicable federal, state, or local codes, ordinances, regulations, or statues. Z H W' JU UO U 0 �_ U) L w O U. C! = w ~_ { z� F- O Z I— UJ VO ON 0H wW LL O. w z U= O F- z If you have any questions, please contact me at (206) 263 -3017. Thank you for your cooperation in this matter. r :r DEINNEV ENGINEE'RINGS, INC. 38809 191 st Ave. SE Auburn, Washington 98092 Phone & Fax (253) 939 -1373 FI LE COPY r; ±y the ^inn Ch ^okpnrovGls are PROJECT _ ,STC/CTU.R /'�L; �''''}: l�,C�U'lU +l '�t►'C',�' .1i - A CAR �KGt/ /L A-, WA By .� . Date f FOR _ �RCE,D0 TAL F�SODLIC _ZIVC. JR 16 AL CAL.0 UL A7TO MS fj SUPPL EIVIEu7 - A L C4 L C UCATIO /� 7- RE� 0 � Mp,R � � 2p04 g- C)o J440 04 CIlYApPROV p UA MAR 10 200 AS fZOTtD otvir"S� z iH W W J U U 0: to W= J S2 U. w O 2 �. 9a CO)_ = a i� w z �. �. O z f- 2 5' U� O N � rr W W` U u. ~O •Z W U =:. 0 H: z DENNEY ENGINEERING, INC. D ATE 27 38809 191 st Ave. S8 is Auburn, Washington 98092 Phone & Fax (253)939 -1373 L.e a c/s VL 0.71 psf ' Meta! roof% 9 0. C7 psf par //' Dl- 00 p-5 f L L 25. 00 p� f 7Z 2F. 0Op 5?c W yep. r'01h A 5XIJ, B o. 3 0.3)061 0. o) OV? part � s jetsm l c Zene 3 AqR .50d rpe 5t3 ell, -0.3 V = (0:36)(4_0 ;4.ya9 vV pAcwr_V DENNEY ENGINEERING, INC. DATE 112 7 38809 191 st Ave. SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 z �aa ,J U. U O to W =` J N W } U. ca cyJ _, Z_ ~.. F- O: w ~' 2:5 D o , o W H V. L„ 8-; — O „ Z: W U O~ Z PAGE 3 29GA SPAN 36 �--- ,x' 1 1. TWOMieal Amnon properties hAVG baen cslcuiatod per AISI 1996. "SpeeiRcaueps fcr i ht &4411 of cold fots�ned steel members:' Ixx and Sxx are effective secdon propattiat for drfttiion and bending. re 3, Ubalated toads a allowable Iva4s vrlvul+swd to accordance with goad cngincening precticw and with AISI; 1996 Spooi6cMdons for bending sttesset. )a el weight has not been subtracmd from Allowable gr avity IrAft. Allowable lot.d does not addrcas Kbb etippling requirement, o f fattonotsfsupport connttction. 3. Allowable loads are calculated in accordance withAISI 1996 speciflostions, and have been tttcreascd by 33'h96 for wind uplift. CcMt ct Metal Sales Technical Servieet Depattment for more information. 4. CeRecdon considmdon Is Ilmited by a maximum de5ectio�e ratio of Ul90 of span. •Cut of 42'' coil 34" Covaeaga I Width Ksl 3' 4' 4.6 . S' 6' 7' 3' 4' 414' !x' 29 38 '80 '24 45 36 28 13 1D 78 45 3S 3t) 21 75 Z a Q , W W� J U' U O 0 �W J � N W. W W ?. N tY = W F- O Z H W 2 5; C) :O U, D H WW H U' LLO 111 Z CO Z i DENNEY ENGINEERING,. INC. . 38809 191 st Ave. SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 Fur/1's C?r�v�ty,Go� s • � �17�1 �! 1,4 7A AOAT l� m WI = 2$(4-.17)-117 44 C - - -- - Z /Vl w ! r,� C4- aZ j i 7r' y C 6x2 x 1Co A, : ' Allow PUA Momtn -for bra v 1 fy Lo9a 5 A' > 3.,29 k' DK L)se- L &X 2 V2 x 1 to c4, u r 1 m5 r. . fir. W, 2; M . v O N 0; W =: W O' J . U- M = a; W ?� 1— O z E-. W �5 o cn o f-' W' zI U � z D ATE / 27 m PAOE �' .. N DENNEY ENGINEERING,. INC. i 38809 191st Ave. SE Auburn, Washington 98092 Phone & Fax (253 )939 -1373 7r x 2�2 x 16 pa, ML/ �5ecfia7q ( 5&e- :7- it R O I FO 29,5"00. ksc � (.2 I R . (l <.Q ;q r (1.0 x 3 ,K 12- lo- 1o2 _ -L 'y C IO V 1! 300 (U0714) 4 ?r' 2 ( 29,5W)(4.4 -12) Z ( ) (/.O E M = A ; o: Cr' (�''t — D. (x6`1(3. l8D) 26.5 N - ev 5 = 704 e k J. I , i 1 i I i I i,' �� ', •' Z. Z' 00 to 0 'W =. J � LL. W 0; LL D, �W Z �. � O• z� U0: O N; 0 H. W H V. LL -O w z CO) DATE- / 27 4 9 PAGE . '.STRUCTURAL PROPERTIES See Note 1. Below For Yield Strengths EJ SECTIONS STRUCTURAL PROPERTIES ( SECTION 400MJIB 0.434 GROSS PROPERTIES 1.193 1.659 EFFECTIVE PROPERTIES 0.920 TORSIONAL PROPERTIES 1.159 2.169 801 0.294 1.250 -2.075 2.811 0.455 400MJ16 S NR I,,, Y - Mn -- .. J C„ - X o R o (T SECTION Areo Weight I xR R x 1 yy R -2.163 (in Z) (Ib /it) (in 4 ) (m) (in 4) (in) (in 3 ) (ins) ( in) (ft- (IO-�in�) 0.264 in 0.735 (in) -1.617 (in) 2.405 0.548 400EJ18 0.389 1.32 1.017 1.617 0.214 0.742 0.450 1.017 2.101 741 , 400EJ16 0.499 1.70 1.289 1.607 0.286 0.757 0.581 1,289 2.088 1448 0.533 1.067 -1.697 2.457 0.523 400EJ14 0.623 2.12 1.596 1.600 0.351 0.750 0.769 1.596 2.034 2123 1.056 1.297 -1.683 2.440 0.525 4000 12 0.858 2.92 2.130 1.576 0.455 0.728 1.065 2.130 2.000 3071 2.957 1.696 -1.677 2.414 0.517 600EJ18 0.479 1.63 2.600 2.330 0.243 0.713 0.777 2.600 3.127 1279 0.325 1.754 -1.390 2.805 0.755 600EJ 16 0.612 2.08 3.312 2.326 0.327 0.731 1.003 3.312 3.113 2503 0.654 2.458 -1.460 2.842 0.736 600EJ 14 0.766 2.61 4.115 2.318 0.402 0.724 •1.322 4.115 3.047 3649 1.298 3.001 -1,446 2.826 0.738 600EJ12 1.061 3.61 5.556 2.288 0.522 0.701 1.852 5,556 3.000 5342 3.658 3.962 -1.433 2.790 0.736 BOOEJ18 0.569 1.94 5.140 3.005 0.264 0.681 1.128 5.140 4,205 1857 0.386 3.336 -1.224 3.315 0.864 800EJ16 0.725 2.47 6.559 3.007 0.356 0.700 1.481 6.559 4.158 3695 0.774 4.607 -1.287 3.345 0.852 800EJ14 0.909 3.09 8.166 2.998 0.437 0.693 1.971 8.166 4.055 5441 1.540 5.639 -1.274 3.330 0.854 800EJ12 1.265 4.30 11.104 2.963 0.568 0.670 2.776 11.104 4.000 8007 4,360 7,494 -1.258 3.288 0.854 1000EJ16 0.838 2.85 11.256 3.664 0.376 0.670 1.812 11.256 5.466 4522 0.895 7.589 -1.154 3.899 0.912 1000EJ 14 1.051. 3.58 14.035 3.654 0.462 0.663 2.753 14.035 5.036 6869 1.781 9.301 '- 1.141 3.885 0.914 1000EJ 12 1.468 5.00 19.182 3.615 0.601 0.640 3.836 19.182 5.000 11065 5.061 12.419 -1.124 3.839 0.914 1200EJ 16• 0.952 3.24 17.631 4.304 0.392 0.642 2.152 17.631 6.822 5369 1.016 11.455 -1,047 4.476 0.945 1200EJ14 1.194 4.06 22.006 4.293 0.481 0.635 3.268 22.006 6.305 13155 2.023 14.051 -1,035 4.462 0.946 1200EJ 12 1.671 5.69 30.195 4.250 0.626 0.612 5.033 30.195 6.000 14515 5.762 18.824 -1.017 4.413 0.947 STRUCTURAL PROPERTIES ( SECTION 400MJIB 0.434 1.48 1.193 1.659 0.367 0.920 0.487 1.159 2.169 801 0.294 1.250 -2.075 2.811 0.455 400MJ16 0.555 1.89 1.509 1.648 0.468 0.937 0.621 1.492 2.163 1550 0.593 • 1.799 -2.163 2.876 0.435 400MJ14 0.695 2.36 1.871 1.641 0.601 0.930 0.782 1.871 2.152 1950 1.177 2.196 -2.147 2.858 0.436 400MJ12 0.959 3.26 2.516 1.619 0.790 0.908 1.203 2.516 2.042 3381 3.308 2.904 -2.144 2.836 0.429 600 1.78 3.000 2.392 0.421 0.80 0.834 2 603MJ16 0;669 6 0714 4.142 _ 3.180 600MJ14 ?.BS 4.742 2.380 0.691 .343 4 42 3 194 3350 876 0.648 600MJ12 1.163 3.96 6.440 2.353 0.911 0.885 2.052 6.440 3.057 5770 4.009 6.771 -1.864 3.130 0.645 BOOMJ18 0.614 2.09 5.854 3.087 0.458 0.864 1.177 5.728 4.349 1938 • 0.416 5.661 -1.615 3.590 0.797 800MJ 16 0.782 2.66 7.452 3.087 0.613 0.885 1.525 7.363 4.319 3805 0.835 7.763 -1.687 3.628 0.784 800MJ14 0.980 3.33 9.287 3.079 0.755 0.878 2.003 9.287 4.223 4997 1.660 9.538 -1.672 3.612 0.786 800MJ12 1.366 4.65 12.690 3.048 0.996 0.854 3.040 12.690 4.068 8547 4.710 12.791 -1.657 3.573 0.785 11 000MJ16. 0.895 3.05 12.655 3.760 0.651 0.853 1.880 12.634 5.631 4689 0.956 12.796 -1.527 4.147 0.864 1 OOOMJ 14 1.122 3.82 15.792 3.751 0.802 0.846 2.661 15.792 5.329 6640 1.902 15.744 -1.513 4.132 0.866 1000W12 1.570 5.34 21.673 3.716 1.059 0.822 4.165 21.673 5.076 11708 5.412 21.201 - 1.496. ,4.089 0.866 1200MJ16• 1.008 3.43 19.650 4.415 0.681 0.822 2.239 19.650 6.990 5585 1.077 19.342 -1.396 4.702 0.912 120OW14 1.265 4.30 24.542 4.405 0.839 0.815 3.137 24.542 6.657 7826 2.144 23.819 -1,383 4.688 0.913 1200MJ12 1.773 6.03 33.795 4.366 1.108 0.791 5.426 33.795 6.082 15254 6.113 32.173 -1.365 4.642 0.914 NOTES: 1. Effective properties based on'F =50ksi for 12, 14 and 16 gauge sections, F =33ksi for 18 gauge sections. '14 and 16 gauge sections may be produced with F = 33ksi. For 33ksi 14 and 16 gauge sections, multiply allowable moment by 0.66. (Contact manufacturer for availability) 2. Effective properties and allowable Moment incorporate the strength increase from cold -work of forming where applicable. (AISI A5.2.2) 3. For deflection calculations, use the effective moment of inertia. 4. + Web height to thickness exceeds 200. Web stiffener required at support points. (AISI B1.2) 5. Tabulated areas are based on the full un= reduced cross section of the joist member. 6. For weak -axis orientations, technical assistance is req'd. Contact the manufacturer for this assistance.' 20. Z I - W. _1 U 0 CO 0 C0 Uj J � CO) LL WO UQ rn _ CY �W Z� H O w ~ W 00 O� WW liJ Z CO) O Z Al DENNEY ENGINEERING,. INC. L -) 38809 191st Ave. SE Auburn, Washington 98092' i. Phone & Fax (253)939-1373 Ur /n.5 ol Load t 7) H A4 a a 4 4-r = /2 2 0 43.4, (4 347: � � f a Z � � ! to / -- �-� � �5 r �� 2- ct z w 2 U 0: CO) 0, W w W J (0) LL W O U. D W, Z F. HO z �- W LLJ 2:5 D :0 W ; L JL 0. :--Z w cl) PAOE 7 I DENNEY ENGINEERING, INC. 38809 191 st Ave. SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 �crl,r)s fo LIJ�n� Load I , (29, 500 ) l 1.1'300(0: 0070 4- ?t' '(29, 500)(4, 14-2 g z 13. � kst � = 0. 6 9 (S.1 go) J 7. — ,6 4 ()3, 6 9) = 2 1, 60 A J U U OO CO) W =' -J - LL W O. 9 U. �. c = w' z� Z =' U O N+ W W:: LL — O' w Z: O ;Z DATE 11 7 4 /-/ PA G r= I !i11111�1(!il . 1 r i • J U U OO CO) W =' -J - LL W O. 9 U. �. c = w' z� Z =' U O N+ W W:: LL — O' w Z: O ;Z DATE 11 7 4 /-/ PA G r= DENNEY ENGINEERING, INC. s 38809 191st Ave. SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 DATE 3 2 O PAGE �. u ; !e w ntal , - 7M �rprtse Ttu /<wi la . WA h.t F r ovn ve (else ) W -r or F 4/ 40 !cl base P-) . . Pe. a tV0 bea 1649W5' a s. uhifortn �oa c�s 1 7`r�,b. w iod Ii llo: n c/ hor iz�. arc✓ u� ��Ff= 13. �ps� u - 2 8 (,l to :): + 18 - . �.� / u� ,� /2� = r5.5 (� �) -IF = 266 #X .o* L btL f� 2 - All - 1 +w iL j n-f 0) t Yorizontal 'Wivid l oacl rd jec40c- area far uj /rr 2 C 1: - 32 s f at Jo� 2 and 4- ,/2 = 21512 148 at J4014 orties 2 aild 4- z Z : �D J U: 00 co) o. LU J� !2U. WO J LL j. N d W. S Z� I— O. z I— W LL J �p O co) o� W W _ u; co) O Z. DENNEY ENGINEERING, INC. 38809 191 st Ave. SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 /OV PAGE f I;i Soil I x' ��'�! -fir. :5 561 , .2.2 l �. !� i i { I `��m i t i i f j ' QI� Lv!is� ✓r �l�i.LSI f ,lI!i I!�iiiil 1. j �i i � •" PEI, � t : I �! Lr' �:.. I , r I- , l Z :T10 td I i i { zz z �D UO c �. J M CO) wO 2 L L = d W s z� Z Off: 2 UJ :393 0 H w U w O 111 Z U =, O z DENNEY ENGINEERING, INC. 3 2 38809 191 st Ave. SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 L! t1Jt c3 , m z , W U' V co CY LU J H; W L L N cy'. H W Z_ F- O' Z I— W W' CO) W W'. U CO: Z ev , , PAGE r ENTERPRISE COVER - TUKWILA Ip1, • D+ L i ----------------- JOINT INFORMATION ----------- - - - - -- JOINT NUMBER ! 1 2 3 5 JOINT 5 MEMBER NUMBER 1 2 3 4 - -- COORDINATES - -- --------- - - - - -- JOINT LOADS --------- - - - - -- X(feet) Y(feet) MOMENT(k -ft) X- FORCE(kips) Y- FORCE(kips) 0 0 0 0 0 0 14.33 0 0 0 16.5 15.71 0 0 0 33 14.33 0 0 0 33 0 0 0 0 SUPPORT INFORMATION X- RESTRAINT Y- RESTRAINT ROTATIONAL RESTRAINT Rigidly restr'd Rigidly restr'd Rigidly restr'd Rigidly restr'd Rigidly restr'd Rigidly restr'd MEMBER PROPERTIES --------------- -- `LEFT' END `RIGHT' END AREA MOMENT of MODULUS of Jnt. F/P Jnt. F/P (in2) INERTIA (in4) ELAST (ksi) 1 F 2 F 6.86 30.3 29500 2 F 3 F 5.26 61.9 29500 3 F 4 F 5.26 61.9 29500 5 F 4 F 6.86 30.3 29500 -------------------------- MEMBER LOADING INFORMATION -------------------- - - - - -- Full & Partial ; <-- --- b-- - - - - >; ; TRIANGULAR �� < - - >� Span LOAD � �� Z QQ 2 Z LY UO (0 o J � L O. u. ¢ S2 �. = a �w i = zo W 2 5. U 0: O N o H- w w —O w Z U co): `z i I t 5 � . ------------------------------------ ' 13 ENTERPRISE COVER - TUKWILA i D +L SUPPORT ----------------- REACTIONS I 'JOINT BENDING MOMENT X*DIRECTION Y DIRECTION NUMBER k -ft (+ clkwse) kips (+ rght) kips (+ up) 1 15.71409 3.060329 7.524002 5 - 15.71403 - 3.060321 7.523995 a ------------------ MEMBER ------------------ -END ACTIONS MEMBER JOINT BENDING MOMENT AXIAL LOAD END SHEAR k -ft (+ clkwse) kips (+ rght) kips (+ up) 1 1 (L) 15.71409 7.524002 - 3.060329 2 (R) 28.14041 - 7.524002 3.060329 2 2 (L) - 28.14041 3..676788 7.242757 3 (R) - 29.27513 - 3.676788 .3075116 3 3 (L) 29.27513 3.676755 .3075128 i 4 (R) 28.14036 - 3.676755 7.242756 4 5 (L) - 15.71403 7.523995 3.060321 r I 4 (R) - 28.14036 - 7.523995 - 3.060321 JOINT DISPLACEMENTS JOINT ROTATION X DIRECTION Y DIRECTION I NUMBER rad (+ clkwse) inches (+ rght) inches (+ up) 1 - 1.885691E -28 -3. 060328E -30 7 524001E -30 - . 2 1.434354E -02 - .2175317 - 6.393375E -03 3 4.380127E -09 - 2.720044E -06 - 2.663771 4 - 1.434356E -02 .2175263 - 6.393369E -03 5 1.885683E -28 3.06032E -30 - 7.523994E -30 z Q S Z. '~ w 00 co 0 • Co LU J � W L wO �a 2 W z� F O z �- w 5. U� O N. w .U- O ui z z t l s 7.24 ----------------------------------------- ENTERPRISE COVER - TUKWILA E D+ L "ffff ----------------------------------------- "CCCCCCCCC "ffffffffffCCC Member Number 2 SHEAR (kips) `Left End' = Joint 2 `Rght End' = Joint 3 -.31 29.37 AXIAL LOAD =- 3.676788 kips 1 � ffCCC f fffffCCf fffCffffff ' fCCCCCCCffff MOMENT "[[[ (k -ft) "fC ^C f -28.14 29.28 I i i ' W� u g � J U; UO c o W O, LL ¢,, �d w f Z wUf 5 iO CO)i :w w. LL w z.. U co) Z 15 • ------------------ ENTERPRISE COVER - TUKWILA D +L +1/2W --------------- -- JOINT INFORMATION r '':JOINT - -- COORDINATES - -- ------- •-- - - - - -- JOINT LOADS --------- - - - - -- ,NUMBER X(feet) Y(feet) MOMENT(k -ft) X- FORCE(kips) Y- FORCE(kips) 1 0 0 0 0 0 2 0 14.33 0 .108 0 3 16.5 15.71 0 0 0 4 33 14.33 0 .108 0 5 33 0 0 0 0 MEMBER LOADING INFORMATION Full & Partial ;t---- b-- - - - - >; ; TRIANGULAR Span ; ;;;;;;; ; < -c - >; ; LOAD UNIFORM LOADS (k /ft) (k /ft)• V_V_V_V V_V_V_V L R L i ; R <---- d - - - - >; MEMBER UNIFORM PARTIAL SPAN a b TRIANGULAR c d NUMBER LOAD(k /ft) UNIFORM LOAD (ft) (ft) LOAD(k /ft) (ft) (ft) 2 .349 3 .349 z �w QQ 3 0 0: to Q w �; J co O� w 2 �. 9 J; U. < cf)_ d =w �O Z �-: W 5. !O N ' w z u. 0 ui z, U N. H � O Z - -------------------------------------------------------------------- - -------------------------------------------------------------------- ENTERPRISE COVER - TUKWILA D +L +1 /2W --------------- -- SUPPORT REACTIONS 'JOINT NUMBER 1 5 BENDING MOMENT k -ft (+ clkwse) 11.13016 - 12.92339 X DIRECTION kips (+ rght) 2.234224 - 2.450221 Y DIRECTION kips (+ up) 5.719045 5.797953 MEMBER END ACTIONS MEMBER JOINT BENDING MOMENT ## k -ft (+ clkwse) V 1 1 (L) 11.13016 2 (R) 20.88627 2 2 (L) - 20.88627 I j. 3 (R) - 22.40575 3 3 (L) 22.40575 } 4 (R) 22.18827 4 5 (L) - 12.92339 4 (R) - 22.18828 AXIAL LOAD kips (+ rght) 5.719045 - 5.719045 2.810735 - 2.810735 2.817285 - 2.817285 5.797953 - 5.797953 JOINT DISPLACEMENTS ------------- - - - - -- ROTATION rad (+ clkwse) - 1.335619E -28 1.126136E -02 - 1.414987E -04 - 1.069434E -02 1.550807E -28 X DIRECTION inches (+ rght) - 2.234224E -30 - 9.091172E -02 7.558133E -02 .2420603 2.450221E -30 END SHEAR kips (+ up) - 2.234224 2.234224 5.503934 .2746711 .1960349 5.58257 2.450221 - 2.450221 Y DIRECTION inches (+ up) - 5.719045E -30 - 4.859648E -03 - 2.03872 - 4.926698E -03 - 5.797953E -30 z ,F- w: 0 0) o CO) Uj J CO)w w O �- LL < Ca :3 = z F -. �O M U� o � w w 2'' 111 U CO) O� z 5.5 SHEAR (kips) -.27 22.51 CCfCf CCCCCCCCCCCC MOMENT (k-ft) -20.89 22.41 �.2 SHEAR CCCCCCCfffC (kips) CCfCffC CCC -5.58 22.46 CCCCCCCffC MOMENT CCC (k-ft) fC 22.41 -22.19 /7 ----------------------------------------- - ENTERPRISE COVER - TUKWILA D+L+1/2W ----------------------------------------- Member Number 2 `Left End' = Joint 2 `Rght End' = Joint 3 AXIAL LOAD =-2.810735 kips ------------------------------------ ENTERPRISE COVER - TUKWILA D+L+1/2W ----------------------------------------- Member Number 3 `Left End' = Joint 3 `Rght End' = Joint 4 AXIAL LOAD =-2-817285 'kips FA (30 CO 0; CO) W, ul U- ; w 0! :3 i d ul W LLI: 25 O cl w C.) z MEMBER LOADING INFORMATION <---- b- - - - - -> v v v v L R TRIANGULAR LOAD (k /ft) R i i <_c - >i i L ' <---- d - - - - 18� ENTERPRISE COVER - TUKWILA 4 D +1 /2L +W JOINT INFORMATION ----------- - - - - -- ..JOINT - -- COORDINATES - -- --------- - - - - -- JOINT LOADS --------- - - - - -- NUMBER v v v v Y- FORCE(kips) 1 0 0 0 0 0 L ' <---- d - - - - 18� ENTERPRISE COVER - TUKWILA 4 D +1 /2L +W JOINT INFORMATION ----------- - - - - -- ..JOINT - -- COORDINATES - -- --------- - - - - -- JOINT LOADS --------- - - - - -- NUMBER X(feet) Y(feet) MOMENT(k -ft) X- FORCE(kips) Y- FORCE(kips) 1 0 0 0 0 0 2 0 14.33 0 .215 0 3 16.5 15.71 0 0 0 4 33 14.33 0 .215 0 5 33 0 0 0 0 MEMBER UNIFORM PARTIAL SPAN a b TRIANGULAR c NUMBER LOAD(k /ft) UNIFORM LOAD (ft) (ft) LOAD(k /ft) (ft) 2 .052 3 .052 Z Q W u� D J U U O` N O'; 'W =: J F... N V. w 0 J . M D. = d: �.. w s �o z� w w ;O ,O 1- w Wi }' u. 0: Z: U �, O ~' z �q ENTERPRISE COVER - TUKWILA D +1 /2L +W --------------- -- SUPPORT REACTIONS JOINT NUMBER 1 5 BENDING MOMENT k -ft (+ clkwse) 6.979942E -03 - 3.576933 X DIRECTION kips (+ rght) .1339825 - .5639871 Y DIRECTION kips (+ up) .7794539 .9365457 --------------- - -- MEMBER END ACTIONS ..MEMBER JOINT BENDING MOMENT AXIAL LOAD k -ft (+ clkwse) kips (+ rght) 1 1 (L) 6.979942E -03 .7794539 2 (R) 1.912988 - .7794539 2 2 (L) - 1.912987 .4127327 3 (R) - 3.338398 - .4127327 3 3.(L) 3.338397 .4258079 4 (R) 4.505002 - .4258079 4 5 (L) - 3.576933 .9365457 JOINT ROTATION X DIRECTION NUMBER rad (+ clkwse) inches (+ rght) 1 - 8.37614E -32 - 1.339825E -31 2 2.200082E -03 .1256468 3 - 2.816947E -04 .1504668 4 - 1.071259E -03 .1752588 5 4.29232E -29 5.639872E -31 END SHEAR kips (+ up) - .1339825 .1339825 .7476568 .1133388 - 4.320777E -02 .9042034 .5639871 - .5639871 Y DIRECTION inches (+ up) - 7.794539E -31 - 6.623259E -04 - .3037638 - 7.958116E -04 - 9.365456E -31 W �2 D UO U) a . cn w W J �. C0 LL w u. a �d �w z F- O Z Ul :313, O N' O H. w Ly LL ~. O. w Z' U CO) O ~' Z ----- - - - - -- ENTERPRISE COVER - TUKWILA D +W. JOINT - INFORMATION ..JOINT - -- COORDINATES - -- --------- - - - - -- JOINT LOADS --------- - - - - -- NUMBER X(feet) Y(feet) MOMENT(k -ft) X- FORCE(kips) Y- FORCE(kips) 1 0 0 0 0 0 2 0 14.33 0 .215 0 3 - 16.5 15.71 0 0 0 4 33 14.33 0 .215 0 5 33 0 0 0 0 MEMBER LOADING INFORMATION Full Partial ; <---- b-- - - - - >; ; TRIANGULAR Span LOAD UNIFORM LOADS < A >iiiiiii i i i i (k /ft) (k /ft) V_V_V_V V_V_V_V L R R , _- - I MEMBER 'UNIFORM PARTIAL SPAN a b TRIANGULAR c d i, NUMBER LOAD(k /ft) UNIFORM LOAD (.ft) (ft) - LOAD(k /ft) (ft) (ft) 2 -.148 t 3 i i 1 -.148 Z F- Z mo w; 0 V) 0 co w' w X. w 0 F- _ Z �. 1- 0 Lij Z F—' 5 B C] O ' wW .. Z. { w co), Z i i y tl ENTERPRISE COVER - TUKWILA D +W r JOINT NUMBER 5 --------------- -- SUPPORT REACTIONS BENDING MOMENT k -ft (+ clkwse) - 6.885167 3.315185 X- DIRECTION kips (+ rght) - 1.208267 .7782588 Y DIRECTION kips (+ up) - 2.520547 - 2.363452 MEMBER END ACTIONS ------------ - - - - -- MEMBER JOINT BENDING MOMENT k -ft (+ clkwse) 1 1 (L) - 6.885167 2 (R) - 10.4293 2 (L) 10.4293 3 (R) 9.501571 3 (L) - 9.501568 4 (R) - 7.837263 5 (L) 3.315185 4 (R) 7.837263 AXIAL LOAD kips (+ rght) - 2.520547 2.520547 - 1.199875 1.199875 - 1.186794 1.186794 - 2.363452 2.363452 END SHEAR kips (+ up) 1.208267 - 1.208267 - 2.428992 - 2.153397E -02 - .1780806 - 2.272445 - .7782588 .7782588 z Z, U O Co o. J :c LL w � Q =w Z �. �O z~ o ' :O N: = U. H LLO LLI Z, CO) O z --------------- - - -- JOINT DISPLACEMENTS ------------- - - - - -- JOINT ROTATION NUMBER rad (+ clkwse) 1 8.2622E -29 2 - 4.090946E -03 3 - 2.816968E -04 4 5.219778E -03 5 -3 978221E -29 X DIRECTION inches (+ rght) 1.208267E -30 .2210555 .150468 7.985254E -02 -7 782588E -31 Y DIRECTION inches (+ up) 2.520547E -30 2.141786E -03 .8645569 2.008298E -03 2.363452E -30 i YO -------- -- - - - - -- ENTERPRISE COVER - TUKWILA SEISMIC EQ. 12 -9 JOINT INFORMATION ----------- - - - - -- t JOINT - -- COORDINATES - -- --------------- NUMBER X(feet) Y(feet) MOMENT(k -ft) JOINT LOADS - X- FORCE(kips) -- Y FORCE(ki s P ) 1 2 0 0 0 14 .33 0 p 0 0 3'. 16.5 15.71 0 .367 p 4 5 33 14.33 33 0 0 .367 0 0 0 0 0 0 Full & Partial ;< ---- b ------ >� Span UNIFORM LOADS (k / f t) V —v —v —v l i. L R i MEMBER UNIFORM PARTIAL SPAN a NUMBER LOAD(k /ft) UNIFORM LOAD (ft) 2 .066 3 .066 TRIANGULAR - c - > LOAD (k /ft) V V "V V L R <---- d - - - - >: b TRIANGULAR c d (ft) ' LOAD(k /ft) (ft) (ft) I - z Z J o; UO co J = w� u. Q C w. z +- O z �� w w ; 5 w H ui z Lu co) z ENTERPRISE COVER TUKWILA SEISMIC EQ. 12-9 ----------------- SUPPORT REACTIONS ----------------- -JOINT NUMBER 1 5 BENDING MOMENT k-ft (+ clkwse) -.7725079 -5.321322 X-DIRECTION kips (+ rght) .0759382 -.8099466 Y DIRECTION kips (+ up).. .9549234 1.223076 ------------------ MEMBER END - ACTIONS ---------------- - MEMBER JOINT BENDING MOMENT I rad (+ clkwse) 1 9.270094E-30 k-ft (+ clkwse) 3.039481E-03 3 (L) -.7725079 -1.112606E-03 2 (R) 1.860702 2 2 (L) -1.860701 3 (R) -4.237201 3 3 (L) 4.2372 4 (R) 6.285213 4 5 (L) -5.321322 4 (R) -6.285212 END SHEAR kips (+ up) -.0759382 .0759382 .9146856 .1781164 -8.910072E-02 1.181903 .8099466 -.8099466 AXIAL LOAD kips (+ rght) .9549234 -.9549234 .5209967 -.5209967 .5433507 -.5433507 1.223076 -1.223076 ------------------- JOINT DISPLACEMENTS ------------------- JOINT ROTATION NUMBER I rad (+ clkwse) 1 9.270094E-30 2 3.039481E-03 3 -4.808467E-04 4 -1.112606E-03 5 6.385587E-29 X DIRECTION inches (+ rght) -7.593821E-32 .2253351 .2568435 .2883041 8.099466E-31 Y DIRECTION inches (+ up) -9.549233E-31 -8.114277E-04 -.3855465 -1.039285E-03 -1.223076E-30 2 D JU oo � U) W : Uj U. w 0: 2 _j D Uj Z � a z � Uj LIJ U W ' LL 0, Z. U o l- , 44- ENTERPRISE COVER - TUKWILA SEISMIC EQ. 12-17 ----------------- JOINT INFORMATION ----------------- 'JOINT - -- COORDINATES - - -- ---------------- JOINT LOADS --------- - - - - -- NUMBER X(feet) Y(feet) MOMENT(k-ft) X-FORCE (kips) Y-FORCE(kips) i. 1 0 0 0 0 0 2 0 14.33 0 .734 0 3 16.5 15.71 0 0 0 33 14.33 0 .734 0 33 0 0 0 0 -------------------------- MEMBER LOADING INFORMATION -------------------------- Ful & Partial' ; <---- b-- - - - - >; TRIANGULAR Span LOAD UNIFORM LOADS (k/ft) (k/ft) V—V—V—v V—V—V—V L R L R ;<---- d - - - - >; MEMBER UNIFORM PARTIAL SPAN a b TRIANGULAR c d NUMBER LOAD(k/ft) UNIFORM LOAD (ft) (ft) LOAD(k/ft) (ft) (ft) 2 .095 3 .095 f. z u 0. co 0. co) � W LLI X LL• w LL (1) :31 yo� Z F. Z �- 0 , P' W L D 13 , , (0), :uj W LL- z co) 0 V C� ENTERPRISE COVER - TUKWILA - - SEISMIC EQ. 12 -17 - -- REACTIONS` z SUPPORT - JOINT NUMBER BENDING MOMENT k -ft (+ clkwse) X DIRECTION UOl N o. kips (+ rght) kipsR( +TupN w= 1 5 - 2.820064 - 9.367602 - 9.643984E -02 1.299346 co u O i - 1.371578 1.835652 w �. 9Q ------------------ = d w MEMBER END ACTIONS z = w ------------ - - - - -- H Z �. MEMBER JOINT BENDING MOMENT AXIAL LOAD G k -ft (+ clkwse) kips p (+ rght) END SHEAR kips (+ up) v co :o } 1 1 2 (L) (R) - 2.820064 1.438079 1.299346 9, 643984E -02 ui - 1.299346 - 9 .643984E -02 LL O j 2 2 3 (L) (R) -1 .43807 7 - 6.099003 •7436058 1.241692 ui Z. U Co . f - .7436058 .3312804 H; 3. ! 3 4 (L) (R) 6.099003 10.2871 •7883377 - .2031571 ? ( - . 7883377 1.77613 4. 5 4 (L) (R) - 9.367602 - 10.2871 1.835652 1.371578 ; - 1.835652 - 1.371578 JOINT DISPLACEMENTS ENTERPRISE COVER - TUKWILA - -- - -__ SEISMIC - EQ == 12= 18 -==== __ ____ - -- JOINT INFORMATION JOINT --- COORDINATES - -- NUMBER X(feet) Y(feet) 1 0 0 2 0 14.33 3 16.5 15.71 4 33 14.33 5 33 0 MOME JOINT LOADS _____ ____ ______ NT(k -ft) X- FORCE(kips) Y- FORCE(kips) 0 0 0 .734 0 0 0 0 0 .734 0 0 0 0 0 MEMBE - LOADING - INFORMATION : < b-- - - - - >: v v v v L R MEMBER UNIFORM PARTIAL SPAN a NUMBER LOAD(k /ft) UNIFORM LOAD (ft) .2 .059 3 .059 TRIANGULAR LOAD (k /ft) v v v v L R : < d - - - - b TRIANGULAR c d (ft) LOAD(k /ft) (ft) (ft) z Z w u� D ,J U UO co 0 w =, J f.. co LL. w O 2 .9 J. LL < CY =w Z H O. Z I— U ww LL 07 O ui Z O z .27 ENTERPRISE COVER - TUKWILA SEISMIC EQ. 12-18 ----------------- SUPPORT - REACTIONS ---------------- BENDING MOMENT k-ft (+ clkwse) -4.060649 -8.127021 X DIRECTION kips (+ rght) -.3380446 -1.129974 ------------------ MEMBER END ACTIONS ------------------ MEMBER JOINT BENDING MOMENT AXIAL LOAD k-ft (+ clkwse) kips (+ rght) 1 (L) -4.060649 .7053464 2 (R) -.7835305 -.7053464 2 2 (L) .7835315 .4533626 3 (R) -3.787812 -.4533626 3 3 (L) 3.787812 .4980606 4 (R) 8.065498 -.4980606 5 (L) -8.127021 1.241652 4 (R) -8.065497 -1.241652 - - - - - - JOINT JOINT ------------------- - - - - - - - - - - - - - DISPLACEMENTS JOINT ROTATION X DIRECTION NUMBER rad (+ clkwse) inches (+ rght) 1 4.872779E-29 3.380446E-31 2 3.782737E-03 .4854943 3 -9.616942E-04 .5136874 4 7.10165E-05 .541785 5 9.752425E-29 1.129973E-30 Y DIRECTION kips (+ up) .7053464 1.241652 END SHEAR kips (+ up) .3380446 -.3380446 .6698939 .3070049 -.2274334 1.204332 1.129974 -1.129974 Y DIRECTION inches (+ up) -7.053463E-31 -5.993544E-04 -.3446559 -1.05507E-03 -1.241652E-30 � 1 �U Lu � 00 (00 CO) LU LU Co LL LU 0 9 a LL CO) CY H U Z �- 0 z �i W LLJ N ; �0- 0 f- : Ljj - � P U. 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Yt iZ` <avzS Ok l.� 1 ei Z 0n y 1.ls T�' lox�a k Colu �nvrs Z, �Z. U0 N 'W= J H S2 LL W o'. 9:3 L d . H LLI Z� W o, �5 � o o CO) 01--, Lu w; "Z w Z 3 G O DENNEY ENGINEERING, INC. 38809 191 st Ave. SE Auburn, Washinglon 98092 Phone & Fax (253)939 -1373 PAGE J f�s /W = 2 8. l k coot �rds) (Se A/o`n. arm off' 4- bo�� - �at�'er12. _ /9 �' - 1. Zjo 7 r ea r i si a per ba l 2.8. 8. � / l< CO) w lr'S8 (2 ca u. LLJ �n- u. N= cap a��i�y �r1 7 & nsion pexb Olt doer AISO Table I -A W 2 -5 0K) Peak Coil /17 c 6d)q z LLI5 114.= 2�.2�'1< �o :o co Momen& arm of 4 --bolt fiat�ern .16. w Ten,' 1" n p e r bo 2 2.8 —o C8 aci't o L1, e 1 1 4 V,9-: 4307 bolZ51 on 15 ac 1'0 cs7nd 2/2 r � a e ... 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"-- O ..z w CO) p _, .0 +-: z <.., •. :��.., . .�,• ...:., :..�t�::G«�.:}:«a�..fu u:?,., �: �r ..: t..:: 1.. ::G:Ju.. =,.r.�uw'b.W..J}ct'i: "w 77 <::fwv..a.,:: .. i DENNEY ENGINEERING, INC. 38809 191 st Ave. SE ` Auburn, Washington 98092 Phone & Fax (253)939 -1373 /V / !A.G E . - ele at.ek and co /ye n t S W e 7 - a d/ sc Crr1ZLl rP U r fI e s dpll; z of A60'7 JAeaMl�y s Des t n for 3 f t u�1 e Greet ajN; 17 c�rlih s acih 69 Tul� =over Sc -reuj �� 2 9 7a. 5Gtemt tSttvr, dap f in 2 6 . a, sheet' : �i� -�e.s z ra-tro of heet' tittck��e - s85 1° -537 s ( See - p z 0 0' W �U- WO U- < =W Z �. �o W �5 O N . 0 H WW H u. o z U CO) O Z DAi - 3A O 1� . . I -- - 1 I DENNEY ENGINEERING, INC. 38809 191 si Ave. SE Auburn, Washington 98092 Phone & Fax (253)939 -1373 DATE 3A /01/ PACxE . u Qewn�dl �'a lcu la �'tvns tirrpr/se Ch,-ck 5kea 9 Ba d uj ;d / z`'Ll — 64-lio S, 4- fq Jlo fa e d< 2 12 are a CO sf > /00 -5 ... C$ -- 2 , to a ► 8 - , /. !o (L/se - r u,r<< � ae = �. 1 7 an d 5 cre,w .5 a — 2 �. h SGre,�v = 2(.`� �. � 112 �ull 1 !2 #< 374 OK i Pall - Ou- pq 1& «'770' Ol< LO lz i r -c a Z �Z � w U. C.) o; �o w ='. �LL w O LL �. F w z �o w Lij �o o -; ;w W` IL Z !lJ u� Z DENNEY ENGINEERING, INC. j 38809 191 st Ave. SE Auburn, Washington 98092 ` Phone & Fax (253)939 -1373 vA 3 2 O PAGE _52- A . if6nnectlon o{' 1 z 800{',8ea ,h -15 l Pl ft pr<�SSur-e = 13. ps pedu.ct' �3 of l3. y� - -3(%3) ; 1 d, y� f�sf =net utl��t Lijolift a e 6e&m . /3 -44(4-- t 7) (20)' x M4) = 10 en fr ay +e 5 ae. of #%2.- cr" Iti5 e-ar rh 1 � �a mate, rIa/ i 377 G15e 7-Mr71AY7 ( Z2 -1 ¢ Tek 5creu>5 rat 9/16' G'o"nec 'n o{ Roof beam z Cb&mn Tor Clpl�ft Max. Oollft -Force C''onne c � :uwm dia. 3o7 bolls �n 7e'nsr072 7o ,z W. �D; JU U O U U w = H N O w� J LL ?; = d F. W z �. 1- O: z�- w 5:: �o off- Ww LL wz. U N; z... I . Fasteners Inryco /Milcor® steel framing 5.3 /In Mllcor Tltslock screws 38 Self - drilling, self - tapping. Used for fastening variou facing materials to steel framing components — maximum 12 gage. No. d-CR Comp -Rstod Sheer or Baring No, 6-DO Attaches metal lath to studs. Projecting head engages 41 \ For drywall or gypsum lath cementitious facing to stud support. attachment. The Vie" flared head seats firmly without rupturing HOW shank. Length 1 " . Parkerized 14 4iL paper skin. Has #6 shank. finish. 205 Lengths: IN and'14b ". Parkerized 200 finish. No. 8-MIL 153 No. 6-PIL Attaches metal lath and 236 For plywood sub - flooring up to 3 / , 4" accessories, metal panels, etc. • thick. Has Vie" flared head and #6 •••••••• •••• The Me" dia. pan washer head 263 shank. Length 1? /e ". Parkerized spans lath openings. Has 1M8 finish. shank. Length W. Parkerized 20 143 91, finish. I 69 140 No, •-WH 68 No.10 -HH For sell- turring metal lath attachment through sheathing. Has ; " " "'*,� Used for steel to steel , connections. Has Me" dia. Indented Y2" die. flat wafer head and #8 hex washer head and #10 shank. shank. Lehgths: Y2" and 1W. 3. When connecting materials of different Sago, use loads shown for the llghler gage. Length W. Zinc or cadmium Parkerized finish. 4. Screw capabilities are bated on a minimum connected material strength of F - 33,000 PSI. plated. No. •-FS Attaches fiber sheathing, ►ig)d Insulation, etc. Has Me" dia, flared head and *8 shank. Length 1 ". Parkerized finish. NOTE: Additional screw sizes available. Check nearest plant location for availability. Suggested design loads for screw connections (pounds) Screw Size No. 12.14 (D - .160": T - AM) No. 10.16 (D - .138': T- .153 - ) I No 8.16 (D - .120': T - •125') 1 No. 6, S•12 (D - .100; T - .106 11111111 Type of Loading Mckaees Sheer or Shear or I Sheer or (Civil Bearing Pullout Bearing Pullout floating Pullout Sheer or Baring 12 450 324 327 314 N.A. 303 N.A. 14 4iL 215 286 205 N.A. 200 N.A. .. -x•16 C37 153 261 151 236 142 N.A. 11 __ W 10`1 263 98 248 94 188 20 143 91, 141 I 69 140 68 133 N.A. - Not applicable: two steel thicknesses of this gage cannot be connected by this size screw. NOTES: 1. Shear end pullout strength& are breed on average tort results divided by a $Italy factor of 3.0. 2. Minimum screw spacing end distance from edge shall not be lest than 100 not lest thin PI.6F where 0 Is Ih$ screw ihenk diameter and P Is the shear lord. 3. When connecting materials of different Sago, use loads shown for the llghler gage. 4. Screw capabilities are bated on a minimum connected material strength of F - 33,000 PSI. Pullout N.A. 183 132 83 53 Z Z �W fY � JU UO W= H C0 u_ W O 2 �. LL ?. N = W ~ r t z� H O. W ~ W U� O� C1 11- WW HP u" O Z U= O Z IF I� K PHYSICAL PROI'ERTIESt ilend-- A ctoss Flats: .312 -.:105 Thread Dia. (O.D.): .215 -A09 Threml Din. (I.D.): .164 -.W PULL OUT S11 R.irmu 'll: (P )uNIIS UL' tmm'C) Min. 'Tensile: 2(*)0 1'ountts Alin, Totsionni: 92 Ins. -Lbs. Min. 5hcnr: 21150 founds 39 PULL OVER STRENGTHi 11110UNDA UL'. IMA'miq C2 GA. 14 GA. STEEL SHRh 'TING 15 C;A. lri (-I A. 070 Al. MATERIAL 1. 1.94) (.071) WASHER TYPI? (..064) (.062) (Elasegirl 24 CA. 5b KS ' 50 KSI 50 K51 50IC5I 2(10) PREDRILL WA. PRI4URILTANC, NUT � )i$50 11:14 itF- 01,3111 .;I) 93l 770 J86 AVE. PULL UU1'� (POUNDS) L GALV GALV, GALV, PULL OVER STRENGTHi 11110UNDA UL'. IMA'miq RECOMMENDED DRIVWG T06LS: 1900.2500 RPM Screwdriver e�ulpped with depth locating nose piece to ptevenlloverdriving and stripoul. (Do not use impacting type dtivcrs. RECOMMENDED MAXIMUM Dl ILLINIJ THICKNESS: 31 16: Approx. (Total thicknesl of sheeting and structural Including comptessed if Tsulntlon thickness. Thickness may vary depending upon lypq of assenr bly being drilled,) BOX 6326, VAII REED Al SPRING, WYOMISSING, PA. 19610 215.376.13751 rAX: ,176.0551 ATLANTA CHICACO II0U5TfPN 10S AII(JItl CAlt.hl 5f him!'T 1tIl0 Ili T0nnrirr, Z w W D 10 N C. CO) Lu J �. �w w L? � = w H =. ? t— WO 2 5 U 0. O Co 0 1_ .w w �Z UN H :C O Z MATERIA1, STEEL SHRh 'TING w WASI11A (GA UTAMCTEIt -` —'-' —' —' — WASHER TYPI? NU'I'L'S 20 GA 22 CA. 24 CA. 26 GA. (.039) (.034) (.026) (.(111) None 5J8" 14mill 15MrtT, GALV GALV, GALV, GAl -V. 0 1358 J 1008 713 ` 1193 537 0 NIA 1344 708 A .035 Metal senling 4 • 1590 1465 1008 720 wnsher used rot m pun over z o testing. P° 0 1717 1525 1020 763 RECOMMENDED DRIVWG T06LS: 1900.2500 RPM Screwdriver e�ulpped with depth locating nose piece to ptevenlloverdriving and stripoul. (Do not use impacting type dtivcrs. RECOMMENDED MAXIMUM Dl ILLINIJ THICKNESS: 31 16: Approx. (Total thicknesl of sheeting and structural Including comptessed if Tsulntlon thickness. Thickness may vary depending upon lypq of assenr bly being drilled,) BOX 6326, VAII REED Al SPRING, WYOMISSING, PA. 19610 215.376.13751 rAX: ,176.0551 ATLANTA CHICACO II0U5TfPN 10S AII(JItl CAlt.hl 5f him!'T 1tIl0 Ili T0nnrirr, Z w W D 10 N C. CO) Lu J �. �w w L? � = w H =. ? t— WO 2 5 U 0. O Co 0 1_ .w w �Z UN H :C O Z DENNEY ENGINEERING,. INC. 38809 191 st Ave. SE ' Auburn, Washington 98092 Phone & Fax (253)939 -1373 cwto - Par ll � Clue ��✓ Gl1�l� 1s 3 11& C70X K -b 'lle t One 51o �1low 6& ,.5 ^es 2 i 600 ps C'a acs t of Len z`G� of 3 ��!let 9 . 22 2 72 j. l Qlet ea6A side PAGE �d L`lOY7S . W VO (0o W= J � W O LL a- D. =a _. �.. z O-. 2 LU U U . ,O N W W. -O. LLi Z . O ~' Z D ^Tr 3 2 O DENNEY ENGINEERING,, INC. 38809 191 st Ave. SE Auburn, Washington 98092 Phone &f=ax (253)939 -1373 DAT 3 2 / O l / , PAGE �0 un d a tia n 4 S S utwe- A S 13P = 15aa psi' C&6e 1 0er UOC -77 7"b/. 18 -I A Try 22 4 ''c��a. x 3� "deep au.y6re.ol 74 en 1jer^ 76 1. 1 -f-A fcebioto 2� A-513 ' _- 1500 0620(1.+ 2)05 = 2 400 psf f}cfu.al SBP 75=2.0 = 2395"ps�' < 2440 psi Ok � d9 I C6teck �vr Lateral Be . z18C 97 sect. 180 .8' Cfs : Conser-wo - orrnula « -2) 53 r i _ 16 sl2 = el/ 5 - - 0 4150(3 (1.333) Sao �,sf f 4 z ' JU U O U 0 w = J N U. w O U. j. F- _ Z L F- r O . Z H' o N; = U: L� o� 111 Z U CO) H � a K R DENNEY ENGINEERING, INC. 38809 191 st Ave. SE Auburn, Washinglon 98092 l Phone & Fax (253)939 -1373 DATE .,, r PAGE CAS 4 D- MlD/e'Pe- = 2.52 /< reeg i�� 5. 1 /0c-14' Try o 2L a /11 h = 3'6 ,, r � 0// 0 0)(6. loo) = / 80 k r -- I, f a _ l -k 6o 80),/0, 60 = 4, l 7 � Cam c retdp. t 2 h ,,14 = � (2. 0) )lam = F q, 2 c7<' 1rol. o>�'So7/ r _ r, 2 (h 2 h,) _ VO off' de 717 r. 67)— , (l, D> 2 ( /, 67�. -- `7. �2 _ 2 7.17 c � L 76 tol r,�'O 0. �7, /2 0 2 7. 17) _X6 73 > 2 z w W UO 0 �wi. �U w� �Q ca cy; �w ?F �o z �. W 5 �o o o �- = U; L ui z o� Z a= 1908 09 -07 -2004 = 0 MICHELLE SMOOT 1119 SW 7 ST RENTON WA 98055 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit Application No. D04 -046 18500 SOUTHCENTER PY TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Permit Center at 206 -431 -3670 to arrange for the next final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and Provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 10/23/2004, 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. } Z �Z W D 00 NO CO) J H S2 U. WO 9 :. u- S2 a = W Z �.. Z �. 2 W D O. U N O O I- WW H L). u" O W l Z U =; O Z 09 -07 -2004 MICHELLE SMOOT 1119 SW 7 ST RENTON WA 98055 City o f Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Permit Application No. D04 -046 18500 SOUTHCENTER PY TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and /or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and Provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. Z W` u� D UO N 0 CO) W uW = Cf) W W O. J. U. �. C0 H =. Z� N- O. Z H' 2 D 0, U O .O 1— = U LL O W Z co :Z In the event you do not call for the above inspection and receive an extension prior to 10/23/2004, 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. .ONSTRUCTION TESTING LABORATORIES, INC. 1201 East D Street, Suite 101, Tacoma, WA 98421 .r Telephone (253) 383 -8778 Facsimile (253) 383 -2231 4 -19 -04 Enterprise Leasing Co. �® 1119 SW 17`" Street Renton, WA 98055 Attn: Michelle Smost {: Ref: Enterprise Rent A Car #4577 Final Special Inspection Report 18400 South Center Parkway in Tukwila, WA a Permit D04 =046 Dear Ms. Smost: Construction Testing Labs provided special inspection & testing services for the above referenced project on 4- 15 -04. We specifically provided special inspection & testing services for welding. The work requiring special inspection was, to the best of our knowledge, constructed in accordance with the approved plans, specifications & the applicable workmanship provisions of the Uniform Building Code. i If we may be of further service, please call. Sincerely Yours -hack Ross, President/Technical Director Cc: mailing list z Z`; w: �D J U U0 Cr)o C0 N LL: W O �a D. La Ca �w z � �0 z i- w Ll f U 0 H LU C.) � o! _ z L ReidpAiddlet on February 20, 2004 File No. 262004.005/00201 ' rv �V-- Mr. Bob Benedicto D�� o 'v' City of Tukwila FNr 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - First Submittal Segale Business Park (D04 -046) Dear Mr. Benedicto: We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The permit applicant should address the following comments. Copies of this letter were forwarded to the project contact and structural engineer for your convenience. Architectural 1. No comments. Geotechnical 1. No comments: Structural General 1. The following list of comments should be responded to in itemized letter form. The permit applicant should have the Engineer of Record respond and resubmit two copies of revised structural drawings and one copy of supplemental calculations. All information should be submitted directly to Reid Middleton, Inc. 2. The references to ASTM A 446 in the Structural Steel section of the Structural .Notes on Sheet 1 should be changed to ASTM A 653. ASTM A 446 was withdrawn in 1994 and replaced by ASTM A 653. E ngineers Planners Surveyors Washington Oregon Alaska Reid Middleton, Inc. 118134th Street SW Suite 200 Everett, WA 98204 Ph: 415 741 -3800 Fax: 425 741 -3900 Z Z W U O' wi W 0 LL Q. = d: W. H O; Z �-'- Do U N'; O —. W W, O; w Z , U N; O Z i M B b B d' I. o i L,11 cto City of Tukwila February 20, 2004 File No. 262004.005/00201 Page 2 3. The reference to AWS D1 -84 in the Structural Steel section of the Structural Notes on Sheet 1 should be changed to AWS D1.1 -96, which was current at the time of the adoption of the 1997 UBC in Washington State. Foundations 4. An allowable vertical soil bearing value of 1,500 psf is specified on Sheet 1, which is apparently derived from UBC Table 18 -1 -A. However, this value is increased in the calculations due to embedment of the footing below grade. UBC Table 18 -1 -A should be specified on Sheet 1 as the source of the assumed soil bearing value so that this assumed increase will be documented. The allowable vertical soil bearing value should be changed from 1,500 to 2,400 psf with a reference to Footnote 2 of Table 18 -1 -A. 5. The steel columns have been assumed as fixed in the calculations. The calculations do not appear to address the combination of axial and flexural loads at the steel base plates and anchor bolts. Substantiating data should be submitted to verify structural capacity. Note that the maximum bending moment at the base of the columns is 9.24 kip -feet per page 11 of the calculations. Vertical 6. A superimposed dead load is apparently not assumed for the design of the roof. The design dead load is 3 psf per page 1 of the calculations. This dead load should be documented on Sheet 1 to guard against overloading of the structure. 7. - A detail should be added to the drawings for review that provides a design for a steel base plate between the columns and the footings. See UBC Section 1915.8 for transfer of force at the base of the columns. The structure is apparently designed as an unenclosed (open) structure. See UBC Section 1616. Consequently, the structure has not been designed for the installation of exterior wall materials. This design restriction should be documented on Sheet 1. The method of connection (type of connector, material properties, and spacing) for the metal roofing to the purlins should be specified on the drawings for Reid Middleton i z w . 6 D JU UO U CO) =. J H: CO U.. w O. �a :3:. LL Q = Cf. W z� �o z W 2 5 U co): O —: o �- wU —O ui Z U to O Z -1 Lateral Mr. Bob Bendicto City of Tukwila February 20, 2004 File No. 262004.005/00201 Page 3 review. These connectors will need to support substantial uplift forces. See page 24 of the calculations. 10. The calculations do not appear to address the wind uplift forces on the roof gable ends. The capacity of the connectors between the metal roofing and the purlins may need to be substantially greater than elsewhere at the roof. Substantiating data should be submitted to verify structural capacity. Note that C = 2.8 for 10- square -foot tributary areas per Table 16 -H. 11. The calculations do not appear to address the requirements for column strength and slenderness in UBC Section 2213.5. Substantiating data should be submitted to verify structural capacity of the columns. Note that 0 = 2.0 for cantilevered column building systems per UBC Table 16 -N. 12. The calculations on page 22 for seismic forces on the columns do not include the mass contribution from the beams at the steel frames. This results in an increase in the seismic base shear of approximately 40 %. 13. The single plate stiffener at Detail C/2 is questionable. Substantiating data should be submitted to validate the use of a single stiffener. We recommend stiffeners on both sides. 14. The connection of the plate stiffeners to the roof beam and the splice plates (i.e., 3/16" fillet weld) should be specified at Detail D /2. 15. The calculations do not appear to address the requirements for beam -to- column connections for ordinary moment frames in UBC Section 2213.6. Substantiating data should be submitted to verify structural capacity of the beam -to- column connections. We recommend that they be designed for seismic forces amplified by E2 = 2.0. Note that a cantilevered column building system per UBC Table 16 -N was assumed, which typically assumes a fixed base and a column that is free to translate at the top. However, the beam -to- column connections were assumed to be restrained in the calculations (see page 8). The review comments listed above should be responded to in itemized letter form. We recommend the permit applicant have the Engineer of Record respond and resubmit two copies of the revised set of structural drawings and one copy of the supplemental calculations directly to our office. Reid N1 Z Z � w W JU U U 0: U1 J � CO U. wO U- ¢ U �. = �w z Z~ LU U� O N. o F- w XU U- ~ O w Z. U N, O Z Mr. Bob Bendicto City of Tukwila February 20, 2004 File No. 262004.005/00201 Page 4 Corrections and comments made during the review process do not relieve the project applicant or designer from compliance with code requirements, conditions of approval, and permit requirements; nor is the designer relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This plan review check is for general compliance with the Uniform Building Code as it relates to the project. If you have any questions or require any additional clarification, please call. Sincerely, Reid Middleton, Inc. Philip razil, P.E., S.E. Senior Engineer cc: Michelle Smoot, Enterprise Leasing Emerson Denney, Denney Engineering h:\doc\26se\planrevw\tukwila\04\tOO2rl.doc\prb I i i f : i King County Wastewater Treatment Division RECEIVE[ Industrial Waste Program Department of Natural Resources and Parks FEB 1 7 2004 130 Nickerson Street, Suite 200 Seattle, WA 98109 -1658 TLiKWILA 206 - 263 -3000 PUBLIC WORKS 206 - 263 -3001 Fax February 12, 2004 Steve Parker 6504 81" NE Marysville, WA 98270 Approval of Oil/Water Separator Design for Enterprise Rent A Car Dear Mr. Parker: Your plans for the oil/water separator to be installed at 18400 Southcenter Parkway in Tukwila have been approved by the Industrial Waste Program of King County's Department of Natural Resources. Approval is hereby given for the design of this system. Discharge of treated wastewater from this separator to the sanitary sewer is authorized subject to the following conditions: 1. No significant amount of storm drainage shall enter the sanitary sewer; i.e., the uncovered area tributary to the separator shall not exceed 200 square feet. 2. The connection to the sanitary sewer shall meet plumbing, construction, or other building codes established by the local jurisdictions. 3. The oil/water separator sampling port or inspection tee on the outlet line shall be accessible to King County personnel during normal hours of facility operation. 4. The oil/water separator shall be properly maintained so that effluent from these structures does not exceed the King County discharge limitation of 100 milligrams per liter (mg/1) of mmeral/petroleum (nonpolar) fats, oils, and grease (FOG) or 100 mg/l of animal vegetable (polar) FOCz This design approval does not in any way guarantee the effective operation of the system. Enterprise Rent A Car, or any subsequent operator, retains responsibility to enlarge, modify, or replace the oil/water separator to meet King County discharge requirements. Any subsequent modifications to your collection and pretreatment facilities, which have the potential of affecting your wastewater discharge, must be reviewed and approved by King County prior to construction or initiation. Nothing in this approval shall be construed as satisfying other applicable federal, state, or local codes, ordinances, regulations, or statues. If you have any questions, please contact me at (206) 263 -3017. Thank you for your cooperation in this Z Z Q w W� JU UO Co 0 W= J Co LL ' w 0 ga� LL Q co = Cd �W Z �0 Z �- w 5 j3 .O cn. 2 U. ~ O . Z co O ~: Z [ ReidMiddleton March 9, 2004 File No. 262004.005/00202 Mr. Bob Benedicto City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — Final Submittal Segale Business Park (D04 -046) Dear Mr. Benedicto: We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The applicant has responded successfully to our comments. Enclosed are one complete set of the structural drawings (bound with the originally submitted architectural drawings) and an additional copy of the revised structural sheets. We are also forwarding the structural calculations and correspondence from the structural engineer for your records. If you have any questions or require any additional clarification, please call. Sincerely, RECE�U Reid Middleton, Inc. GtTY of MAR 4 9 2004 pERM1T CEN -(ER Senior Engineer Enclosures cc: Michelle Smoot, Enterprise Leasing Emerson Denney, Denney Engineering sj s\ 26se \planrevw \tukwila \04 \t002r2. doc \prb t>cmw 04 tp Engineers Planners Surveyors Washington Oregon Alaska Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, WA 98204 Ph: 425 74 Fax: 425 741 -3900 z F- W _. U: U O .,w LU, J CO) U. U- Q` N =: = cY. z� U U '� �O N� w w, W Z' U N: Z 1LA, LVq 1 Oif' City of Tukwila Steven M. Mullet, Mayor J? .� 1x11 ?, i O Department of Community Development Steve Lancaster, Director 1908 February 13, 2004 i Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review Enterprise Leasing Company (D04 -046) 18400 Southcenter Py, Tukwila Dear Mr. Swanson: Please review the enclosed plans and documents for structural compliance with the 1997 Uniform Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. Sincerely, Brenda Holt, Permit Coordinator encl xc: Permit File No. D04 -046 6300 Southcenter Boulevard, Suite #100 * Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 z Z QQ J U. UO CO o J H CO L WO LL Q. = CY U F— O. z F— W fy U .O N, W �O Z CO) H � z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D04 -046 DATE: 2 -17 -04 PROJECT NAME ENTERPRISE LEASING COMPANY SITE ADDRESS: Original Pian auUrnlual Response to Correction Letter #, response to incomplete Letter tt X Revision # 1 Before Permit Issued DEPARTMENTS: 9W * -9 q Building Division Public Works _ A 2. Fire Prevention Structural ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) Complete Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S INITIALS: IMI APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Planning Division Permit Coordinator DUE DATE: 2-1 9-04 Not Applicable ❑ DATE: Documents/routing slip.doc 2.28.02 ❑ No further Review Required DATE: DUE DATE: 3 -18-04 Not Approved (attach comments) ❑ z z �w QQ JU 0 NO. W = �w wo LL = �w z WO 25 :)13 ON O 1- wW L' O. w U= O z 0 i PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP 0 ACTIVITY NUMBER: D04 -046 DATE: 02 -09 -04 PROJECT NAME: ENTERPRISE LEASING COMPANY SITE ADDRESS: 18400 SOUTHCENTER PARKWAY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued DEPARTMENTS Buildin ivision Fire Prevention Plannin 0 9 Division Public Works m 10 _0 Structural Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 02 - -04 Complete [R( Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TOES /THURS ROUTING: Please Route Z Structural Review Required [� REVIEWER'S INITIALS: I� APPROVALS OR CORRECTIONS DUE DATE: 03 -11 -04 No further Review Required DATE: z z �w JU UO Cl) co W J H �w w wD � �W z w 0 2� Do U ON O F_ W w L) �O ui z co O z r � tr ►� ,� # City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. A Date: 191 Q 4-f Plan Check/Permit Number: :D ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # ' I 'WP is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: tq` O() Sc �nCPt��Z✓t/ �Kwy. ,✓ Contact Person: Ln(' �(U , - f Phone Number: ( #;2 Summary of Revision: _ s-l- _fit c-4 C h c ! 2 1 � 411 )G ;fY sif igay U hlfy oP pFR � NTF z w � �U U O CO CO W J = H CO LL W O 2 QQ 9M CO) = �w w U� O- off wW LL U —0 ui z U CO) H 0 1- z J.- Z 00' cl) 0, ui LL W O LL co) D LLJ Z 0 Z W LIJ D () co . 0 =U . —0 Z, co) t ■ r. ■ 1 • i STRUCTURAL NOTES DESIGN LOADS R OOF LL `Z PSF ROOF DL P5F _ WIND 0 MPH EXPOSURE 5 PSF SEISMIC ZONE FOUNDATION FOUNDATION DESIGN FOR GRAVITY AND LATERAL LOADS HAS BEEN BASED ON U BC -- 97 TABLE 18 --1-- &CATEGORY SOIL HAVING AN ALLOWABLE SOIL BEARING PRESSURE OF 1 500 PSF AT A DEPTH OF • ONE FOOT AND INCREASED FOR 3 FT DEPTH TO 2440 PSF AT BOTTOM OF FOOTING. CONCRETE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE W SHALL BE 2500 PSLUSE 5 - 94# SACKS OF TYPE I OR TYPE ii CEMENT PER YARD OF CONCRETE WITH '"7.3 GALLONS OF WATER PER CUBIC SACK OF CEMENT. MAXIMUM SLUMP MINIMUM SLUMP STRUCTURAL STEEL : STEEL CONSTRUCTION SHALL CONFORM TO THE RISC STEEL CONSTRUCTION MANUAL, 9 EDITION. STRUCTURAL PLATES, BARS AND HOT ROLLED SHAPES SHALL BE ASTM A572 GRADE 50, FY = 50 KSI. STRUCTURAL STEEL TUBING SHALL BE ASTM A500, GRADE B, FY = 46 ' • KSI. LIGHT GAGE STEEL SHAPES SHALL BE ASTM A653, FY + 50 KSI. ROOF AND WALL SHEATHING SHALL BE ASTM A653, FY + 80 KSI. . SELF- DRILLING, SELr- TAPPING FASTENERS SHALL BE "IMPAX' DRILL . SCREWS AS DISTRIBURED BY CONSTRUCTION FASTENERS, INC., 1,lASI-IlNGTON, OR APPROVED EQUAL. • BOLTS SHALL CONFORM TO ASTM A307 OR ASTM AS NOTED CAN DRAWINGS. ALL WELDING SHALL BE IN ACCORDANCE WITH THE �- AWS W ELDING CODE D1.1 -96 USING ER70 -6 ELECTRODES. SHEATHING CONNECTION ROOF SHEATHING CONNECTION TO THE PURLINS SHALL BE MADE WITH #12 —14 IMPAX TEK SCREWS AT 12" O.C. (4 SCREWS IN EACH 36" WIDE SHEET). GENERAL 1 THIS BUILDING HAS BEEN DESIGNED AS AN UNENCLOSED (OPEN) STRUCTURE AND MAY NOT SUBSEQUENTLY HAVE WALLS ADDED. REVEE"'M UW pim was mviewed for papa! Cvn Wi the PmLom of dw UrAtOM Co�dc 0 1� Rovisoat v( 6a Unifam • ' r] W goo Sum -foe iLeMMkJotwMd t 5130 WAO Q Wubingus SWC EMSY C ft 51 -11 WAQ TAt �'1i�rt it ht �h�rttroe with iii ebN osMa, ooNMi of ap�o�. Pro of r"� sohw". MW all/ - pir>•bt � tt �t M do regv�M r/ �� revile do" dot nlisve tiro AF Ai wt ad 14io of Roe old ► �/ of dw "OWN iiity ow a �� i• with die i�wt o1 js�►+rs+� i4wo v r►:�w or �►e �:� �tss. 3 ori muc is �1 By.._,_. .... RFJD hwa 1M1. IIrlC. R cy w s i X S/I co r R 1 C Y'► /) A x'29 SPAN - L I NE 367 MFrAL ROOFINCT Ifo� O "f5lox(ox% G Ian GA. EDGE PURLI W i tr- VIA i X 3� Du' Dn� = T J , 6r Via I L:I:> 10 (iw 0000.0 T - a ! p If r • I w 7 undo � o ``G1MO 9M 5�M . ■ wwmgllmn� FA FILE C that the Plan Check approvals are !understand . �, approval of subject errors and om�.�s ors and pp . subs r • the violation of any lans does not a uthor ize on - rdinance. Receipt of c adopted code or o knowled ed. tra ctor's copy of approved plans ac 9 . By Date Permit No. ZZ4 :�� T� SCOPE OE �� vVISION. 13,UILCI !- F%OVAL. OF r � r,7F -t F 1 e� UW i `t 4 CO) J cam q qo4y • l .. . .4r40 v ows A f •fin - "'' v 41 0psw:" ��: •. Syr,. y t v :•-r ..,* •. . w , ... - . , . ... _ ,, _ . _ R . _ ... �... .., �.��._ .. - FNT�RPRl.SE 1041w q:)uur11crrv1cK rICKWT RENT'*A CA/2 KI�.>ILA� , WA N D �a�EO a.: � s�. oa.wNa. DATE: REVISED FREEDOM P130041Cr.5. IAIC DRA WING NUMBER 1 OF 2 /4 =1 1 _ 3 —d —oy L--J 1 1 /4 It= 1 1 -011 BOTH SIDES i( E wa �— (4) - YV PIA . r A307 bOL ON 2'/2" GAGE PL %2 x 5Y4- x I� 10�� PL - x 8 (TYR) I'- ni'T - 7' - TY p 7 !ox /v DETA I L it .. I I -... 0 11 DETA PL � /BXGxo' -6" CrYP ) �l 2 -14 (T-(r. ) z 1 A 307 - bo LT { I SECTION , x O� �o" 4 r �'4") it 1 f 4 ,t l �� I TEIC SCREWS li i 4 I L D) F, E �R 92004 u REID WDDLETOt A N C ' DETAIL NTS 3 -a-oy 041 E R TERPRlSE 5owri Pp�wy P,.:,NrA CAR TuKwILR WA SCA LE:AS NOTED APPROVED a• eY I< o� *E J 26 [K( REVISED 9/2 74 D RAWING NU MBER FREEXNI METAL PRODUCTS, '1 SIC. 2 2 .�. � . Ti .' ''' .. t �,•. «, . ♦ � S' � i ' .. � -- .. -...� �,...�..-- y�..�� ......` +""`" .Y ..wr,L.�.. � �r.., ...�.�...r..�.s� - - — - X..r.— -- ....- .- ....+�w.� �...�.... -....i �' - ..r.. .—..ter i. � . i ?. •! I� ' "/��s'✓ � •"!'+" i a r . • r ♦r - ...1 l' .., :.. ♦'...1. .w.....� L� '.drM1. M�Y'A ..-I ' ...r. ilk Ilr�t _ � _.�. _- . .._ � 1•.AL" y Pk .� ..�. � - r— � ..�.�.. -... r ..� . .... .... .... w � .. • 'A F� .,+, {t '. M' ./I "j,� S +.•' PLATE � 51�r��r_NER JBO SIDES - . w, w c Ft3 4 + X 3/ D V ) 1 ' � 11 I 114 ' 1 .0 ( r. t 11 TYPICAL lv(JRL(H CONMCCTION PL'/2 x (o x 1'-1o" (4) - 7 E3 D I A. A307 80LT5 W8 ( P.) ON 3' C,AGE PURLIN TYPICAL PURLIH CoNNIECTION A PURLIN BUTT J01 NT SECTION NT5 cb) L 0 0 V U 00 a w or ��.�• "•'#�.�'J►•.�p+n'.4,.,�,. v , y ,.. ;..�. r:,,. ♦ .a.•..•�+dw`..wr. . .. �M._ r..,. - � �. wr. • .�. -._ . S .. .. - ... .. .. ... _. ... ._ M 1, rfi r S -t w'. *a R 4 �a S �i 1 . b a ti 1 y i . ,. t •.,, ,q � y ate. .. ........ .�, ... _ ._..... ._. _..- __._ �.__..�.►.i.Twti.:... •::.s :."Li *A� • Irr .:i6 ' �''JS.` •J►• ... wd17.M. '.�.��...�.�,�. +�ibwl . `M ....f ..- '..1.+iMlw �M,r . , , ..: w., f .w+M ,. �'.`•q -•�4e . I 2 I I I ♦ "G VERTICAL DATUM: NGVD 29 Q P •. / .._. r... �6 BASIS OF DATUM IS A BRASS OIS ' SET IN + _. �� .fir � r .�. ...� .� � �� . � �� . •.� .� � w� �� ...� � - - - -- - ---- -- A CONCRETE LIGHT STANDARD AT THE SE - ' SEGALE PARK DRIVE 11 C 11 - '" 2: 60 01A MU �0 °` 24 So RIy� 24.2 1 26.30 1EX � -16.99 (EX 24 CORNER OF S 1 80TH ST & SOUTHCENTER PKWY, MARKED (N 254 RESET 2 1974) N GVD29 ELEVATION 28.5 � ,.. i ., / • ' ` J oan Rw•n X2 G eq ` INV =17.49 , 8`s I I W-20.2 � \v ��s sv* , •- .► \ \ ... Qc e• 'ss 1 ( SE - E a 1 -mom �7, W-w - `�' ..._ r.. ... , � w I f I f p I N r � O O O 0 . 8`•g.3� • /,-, .9 ,,•` 0 � . i� �► 1 i N� . ► EEt 1 H r C28 2 (S4 py� , •• - = My �.eo (, e's) r . . �1 ,�► • f ,. I I �.I I Cn - �A�N v 25. \ �, 25.60 FMSS IE. I N,�2a�•�6 J �� III � � e ta Sz BUSINESS I _ Q • I I MH1 FMSS II ` PARK OFFICES I � I FUMP STATION w I II I r N3: • GRAD ACA II (SEE DETAIL SHEET C3.0) 1100 ' o r10 45 s0 e0 - : �. *� � � • ' 242.2LF 2" SCH 40 PVC, FMSS II I '� x ; ��ryy ri A 11 y^ • N V FI DEC � 1AW �m � w .w� � � +r�. � r w � .r [V D TO BE SSIONED • r ....�.� II I M inch 40 It C I 0 4 II I r I x 26.04 IE F!►lSS. 25.75 EMS IE. II o I I , p � I C2. SHEET 0 III DRM C e • - € w a f R I NEW ROSE BIB ' I � s f 4 - a rl a►�. ' S EGALE � co P Ir - � f III BUSINESS ..PARK KEY MAP : �� N s? e o a + w ( . .. . , N � � � Q W W Q gx 6 II OWNER: LA PIANTA, LLC I �t PROJECT ADDRESS 18400 SOUTHCENTER PARKNAY i z'? L4 ; u • o + 1� �•� D.B.A. SEGALE BUSINESS PAR'' TUKW L.A. ANA. 98138 -1 u N D - S + 1NJ Aq II i P.O. BOX 88028 TLIKYALA. WA 9813E -2028 206 -575 -2000 •+• ,, !� . . _, ►- /h ; f•• Ln +III I II • PROPERTY ZONE: H1 � � N ` a co W w g x�. I t ��'— I l7 ` • � II �' APPLICANT: SEGALE BUSINESS PARK TAX LOT NO.. 352304 --9036 O Q CO I a W W E'� t - -- •-- - - ATTN: MR. STEVE NELSON - 209 177 SQ FT P.O. BOX 88028 N _ 2 WATER — — _. — ,._ -- -- ..._ I �► , TUKWILA, WA 98138 -2028 ''� s , CO W, Ln 0 5 1 aid' 1 • w+ 2 5 1 II 2 06-575-2000 �NGIN R• A N IN p CITY of Tw S. EE • L YTO do SELL, C. P .S. V! t 12 v . t OvtO ATTN: JOHN D. SELL P.E. 12515 WILLOWS ROAD NE, STE. 205 � fl 6- G• l� •»-- ��_ _ ._ _____._.__ r� o ;,�! AR 10 263 KIRKLAND, WA. 98034 425- 825 -1735 AS NOTED 1R� ~-„G �' ti� 1�5 Z �2 s I 4 ' 1 + f 11 I I � .°A 12. 1 N� • `N Z TRAILER BUILDlNr D • r 1 .,• �N a• Z UTILITY CONFLICT NOTE. , x f I f 1 Tro . 5 �3 &1 . -55 �,�-, P LANS I z off CAUTION 1 I 1�' Z R .• �N ,/ / 1 2' • 1.57 02 g. I �z THE CONTRACTOR SHALL BE RESPONSIBLE FOR VE RIFYING THE R A PTH E LOC TION, DIM AND TH E DE OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AN VERTICAL LOCATION PRIOR TO CONSTRUCTION. EX 9 THIS SHALL o CALL BEF 1 DIG t I I i RIM -25 M I INV -22.19 (1 S W/NE) � INCLUDE CALLING UTILITY LOCATE A 1-800-424-5555 AND THEN POTHOLING A OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY LL g 3 � 1 =800 42 4- 5555 I t � I I 1 721 EXISTING LOT �/ %A . / VERIFY WHETHER OR NOT CONFLICTS EXIST. LCCATIONS OF SAID UTILITIES SHOWN ON THESE V U N � r .•. .- o t + u I ,� r �� ' ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. p/ - � IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT SEGALE BUSINESS PARK ENGINEERS TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 2a�� I I I RC S Q. 1 g 28 / ABBREVIATIONS KEY: It a I ' I I I , °° � 6i - ' . _ • � A C - ASPHALTIC CONCRETE FA - R - BLDG - BUILDING FCS - FLOW NTROL STRUCTURE REPL - REPLACE CB F MSS 2 0 ~" N I • ' - CAT IN - H BAS C FORCE MAIN SANITARY SEINER S -SLOPE C/L - CENTER LINE FT - FEET SD _STORM DRAIN CONC IE - INVER ELEVATION SHT SHEET ED �I.. e N P p • I � / -0 «• - CONCRETE . CPEP - CORRUGATED POLYET ar HYLENE INV - INVERT SSS - SANITARY SIDE SEWER c II A PIPE L - LENC'TH ST -- STREET I I I t r I I ou - DIAMETER LF - LI � FEET STD - STANDARD FEB FE8 9 2004 EDEPT - DEPARTMENT MAX - M "'um TEMP - TEMPORARY EASTI G HOLE TESC - TEMPORARY EROSION/ PEPWIT CENTER p OC N a 0 • ~ - a- ELEVATION MIN - MI IM!.1M SEDIMENTATION CONTROL ELEV - ELEVATION MON - 0MENT TYP - TYPICAL C* 10C W A � EX - EXISTING N -- "NOR - } „NG WS �- WATER SURFACE PVC - POL)VINYL CHLORIDE •YR -- YEAR A t” `j PVMT - PAVEMENT w ..� V ce x Q. INDEX OF SHEETS vm� �m AAA � Lu :5 w I 1 6 �J Co N P1 -`�" 9 G 2 C1.0 SITE PLAN AND PROJECT INFORMATION ,� D. S y 926 'L6 R9 J 2 �' .fi C2.0 SEWER LINE ALIGNMENT and CONNECTION DETAILS �� t wASEr� / ��``° le TvI I n. � � C3.0 ETAILS AND NOTES D PRO"T M 1� ,7 Z LS321 B -16 • PLAN SITE ( BU I LD ING 7 2 2 PERMIT _ 40 - " - SCALE 1 " ,� PLAN SET ( SUBJECT TO CITY APPROVAL) omMtNC Mom EXPIRES 11/ 1 &Vj I 1 � I r.. - sir: C1.0 oF:3 ��.�• "•'#�.�'J►•.�p+n'.4,.,�,. v , y ,.. ;..�. r:,,. ♦ .a.•..•�+dw`..wr. . .. �M._ r..,. - � �. wr. • .�. -._ . S .. .. - ... .. .. ... _. ... ._ M 1, rfi r S -t w'. *a R 4 �a S �i 1 . b a ti 1 y i . ,. t •.,, ,q � y ate. .. ........ .�, ... _ ._..... ._. _..- __._ �.__..�.►.i.Twti.:... •::.s :."Li *A� • Irr .:i6 ' �''JS.` •J►• ... wd17.M. '.�.��...�.�,�. +�ibwl . `M ....f ..- '..1.+iMlw �M,r . , , ..: w., f .w+M ,. �'.`•q -•�4e . f w ! I • 2 I 3 D a a a I c CLEANOUT CAP DETAIL SEE CITY OF TUKWILA STANDARD SHEET C3.0 I APPLY FOR PERMIT FROM r ' . CITY OF TUKWILA i It r +. w N�111� F__ORC�. MAIN SEWER, PLAN AT BUILDING SCALE 1 U SANITARY CLEANOUT STUB WITH THREADED REMOVABLE CAP EXISTING 6' SEINER STUB 25.60 IL s pvc i. 4' PVC NOT TO SCALE 7 0 i } a V w J m ° o ac ioc I A FERNCO 4' TO S CONCENTRIC ADDAPTER FERNCO 2' TO 4" CONCENTRIC ADDAPTER .4 ICI 0 4. TOPOGMEHY & 5URVEY CONTRQL - TOPOGRAPHY SHOWN ON THESE DRAWINGS IS BASED ON VARIOUS SURVEYS, PLANS, MAPS AND FILE INFORMATION PROVIDED BY SEGALE BUSINESS PARK. THE CONTOURS SHOWN REFLECT THE PRIOR USE OF THE SITE AND DO NOT NECESSARILY REFLECT -NEW EQRCE MAIN SEWER PLAN AT CONNECTION TO EXISTING SEWER STUB 5. WORKMM5HIE & JOB SITE SAFETY - THE CONTRACTOR SHALL CONDUCT ALL WORK IN A SAFE SCALE 1" =10' -0" , ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND /OR CONSTRUCTION 1 ENE NOTES, GENERAL NOTES: A _EXQ&&lON SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE 1. ALL STREET GRADES AND UTILITIES DISPLACED SHALL BE 1. P P — ALL MATERIALS AND WORKMANSHIP SHALL CONFORM STANDARD LANS ANQ S ECIFICATIONS OTJ OF WRQVED RE— ESTABLISHED TO PRIOR CONDITIONS AFTER PROJECT COMPLETION. TO THE STANDARD PLANS AND STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL , CONSTRUCTION, LATEST EDITION, PREPARED JOINTLY BY THE WASHINGTON STATE DEPARTMENT OF M TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER, ° '�� PA' FEDERAL PERMITS REQUIRED FOR THE WORK, IN ADDITION TO THOSE OBTAINED BY THE OWNER. EXCEPT AS MODIFIED OR SUPERSEDED BY THE CITY OF TUKWILA INFRASTRUCTURE DESIGN do pS viIEU 2. TRENCHES SHALL BE PROVIDED PER CITY OF TUKWILA CONSTRUCTION STANDARDS. M ti 0510N STANDARDS AND PER OSHA l WISHA REQUIREMENTS. , e,U!l.Q1NCa ALL SURFACE WATER IS TO BE DIVERTED AWAY AS NOT 2• —THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION AND ' TO ENTER THE TRENCH. 41 EXCAVATIONS OF EVERY DESCRIPTION - COORDINATION OF ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. THE AND WHAT EVER SUBSTANCE ENCOUNTERED, ie> STICKS ,ROCKS BOULDERS ' CONTRACTOR SHOULD REVIEW THE DRAWINGS PRIOR TO STARTING CONSTRUCTION AND BRING ALL ROOTS ETC. SHALL BE REMOVED TO A MIN. OF 6" BELOW PIPE GRADE. THE TRENCH SHALL BE BACKFILLED WITH SELECT MATERIAL PROBLEMS IMMEDIATELY TO THE ATTENTION OF THE ENGINEER IN ORDER TO AVOID DELAYS. TVs SATISFACTORY WITH CITY OF TUKWILA STANDARDS. EXNRES 1 8 d•{ 3. EXISTING UTILITIES - EXISTING UTILITY LOCATIONS SHOWN ARE BASED ON VARIOUS SURVEYS, PLANS, MAPS AND FILE INFORMATION PROVIDED BY SEGALE BUSINESS PARK. ALL UTILITY LOCATIONS 3. BACKFILLING SHALL CLOSELY FOLLOW EXCAVATION AS TO NOT EXPOSE ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ADDITIONAL UTILITIES MORE THAN 100' OF TRENCH AT A TIME. COMPACTION OF 13ACKFILL SHALL INFORMATION FROM THE APPROPRIATE AGENCIES AND SHALL FIELD VERIFY ALL LOCATIONS PRIOR • BE TO 95% OF MAXIMUM DENSITY. TO CONSTRUCTION. THE ONE -CALL NUMBER FOR UTILITY LOCATION IS 1- 800 -424 -5555. 4. TOPOGMEHY & 5URVEY CONTRQL - TOPOGRAPHY SHOWN ON THESE DRAWINGS IS BASED ON VARIOUS SURVEYS, PLANS, MAPS AND FILE INFORMATION PROVIDED BY SEGALE BUSINESS PARK. THE CONTOURS SHOWN REFLECT THE PRIOR USE OF THE SITE AND DO NOT NECESSARILY REFLECT CURRENT CONDITIONS. . 5. WORKMM5HIE & JOB SITE SAFETY - THE CONTRACTOR SHALL CONDUCT ALL WORK IN A SAFE MANNER AS REQUIRED BY ALL APPLICABLE CITY, COUNTY, STATE AND FEDERAL REGULATIONS. THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND /OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM HIS WORK. THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR OR THE CONTRACTOR'S EMPLOYEES OR EMPLOYEES OF SUPPLIERS OR SUBCONTRACTORS, OR FOR ACCESS, VISITS, USE, WORK, TRAVEL, OR OCCUPANCY BY ANY PERSON. 6. PERMITS - IT SHALL BE THE RESPONSIBILITY OF THE OWNER TO OBTAIN ANY REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION. DIE CONTRACTOR SHALL OBTAIN ALL LOCAL, STATE AND ° '�� PA' FEDERAL PERMITS REQUIRED FOR THE WORK, IN ADDITION TO THOSE OBTAINED BY THE OWNER. THE OWNER AND ANY CONTRACTORS SHALL. CONDUCT ALL WORK IN CONFORMANCE WITH THE VARIOUS LOCAL, STATE AND FEDERAL PERMITS AND APPROVALS REQUIRED FOR THE PROJECT. PERMIT PLAN SET (SUBJECT TO CITY APPROVAL) TVs I EXNRES 1 8 d•{ a � „ o il yy am. T .l . K I I In CL �C0 W o►� cZ ,�3� W .: x 3 4 Z; co) ' o 0 D' ~u � c -j 1� i a 100 CD 4 N W ig CL J m Q. F_ w f r x cr)� 0 E ! b a� v 'll r i O y ad 1 -- W CA a Z �w Q � 1i1 y y 3 mi " W s Own it OW Pa"cT Nut LS3218 -16 MAWINC Numem *err. C2.0 or-.3 ., a . , t... .. .w- .� , .'�. . w•ri�.A.r ^^ ^+'r'•J�i+:l Y�1l� »�, .GYM✓. �f. � � �':!� .�+�w..i.�KMYi.�ra�ro � � i • N^ {♦ ♦. ► � • �_ � 7 � 1� r � JI t M+" rL Y�� '.�.. ..A.a.o ♦�.►i v +.^ �...rr`►�•4•M�rA..n .AM•'.lV. .. a� � �• � y , ■ L 0 Q O Q 0 z LLJ V m 1 3 I I .2 I 1 I ,z . t � CfTY OF TL CMLA SEWER NOTES: ALL SIDE SEWERS SH,A!.L BE. A MINIMUM D IAMETER OF SIX INCHES (6'). RESIDENTIAL 3 /4' S quares Soeeed -3/4' As I nef:oted - ►n 1 /F* SIDE SEWERS MAY OF REDU( ED TO A MINIMUM OF FOUR INCHES (4 FROM THE S.3.3 SANITARY S 'WER MAINS PROPERTY LINE TO TH. BUII )ING. S. 3.31 SE NER F APE PIPE APPROVED BY THE CITY FOR SANITARY MAINS INCLUDES: [.] ❑ 2 PLAIN CONCR ETE, REINFORCED CONCRETE, DUCTILE IRON (CL 50) AND PVC (SDR 35, 6.3.52 SLOPE, ALL SANITAF ( SIDE SEWERS SHALL BE LAID ON NOT LESS THAN ACCESS LADDER 2` UNION ❑ ❑ ❑ _ F1�i Good. RING TITE JOINTS' (POLYVINYL CHLORIDE) PIPE. ALL SANITARY SEWER PIPE SHALL uE TWO PERCENT (2%' GLADE, 'NOR GREATER THAN ONE' VERTICAL TO TWO FOOT - ❑ Q O ❑ ❑ ,� � � CLEARLY M IRKED BY TYPE, CLASS AND /OR THICKNESS AS APPLI CABLE. THE HORIZONTAL. 4 SSS, S -2� MIN, IE =25.83 ❑ , L.E'TERING SHALL BE LEGIBLE AND PERMANENT UNDER NORMAL HANDLING AND STORAGE FROM BUILDING 2" GATE VALVE i.1 G El �• , ' "•'' p1 � CONDITIONS. ALL SEWER PIPE SHALL CONFORM TO THE APPLICABLE APWA /WSDOT 6.3,53 SEPARATION AND DI •TTH. THE SIDE SEWER SHALL NOT BE LESS THAN SIXTY STANDARDS FOR JIPE AND MATERIALS. THE SUPPLIER SHALL PROVIDE THE CITY WITH A INCHES (60) FROM AIiY BU i.DING, EXCEPT AT THE POINT OF ENTRY. WHERE THE CE RTIRCAT i FOR k ATERIA LS AS REQUESTED. SEWER IS BELOW THE BUILD NG FOUNDATION, THE HORIZONTAL DISTANCE FROM THE � • FOUNDATION MUST BE EQUAI OR GREATER THAN THE VERTICAL SEPARATION. THE 2" SCH 40 PVC THE MINIM( M S17 ' OF SANITARY SEWER MAINS TO BE ACCEPTED BY TI4E CITY OF PIPE SHALL NOT HAVE LESS THAN TWELVE INCITES (12') OF COVER INSIDE THE 0 FMSS, IE =26.04 1) D TUKWILA SI +ALL f EIGHT INCHES (8`) IN DIAMETER. LARGER DIAMETER SEWERS SHAI L PROPERTY LINE. ILV j j�• , �,d�, 2' Do. BE REQUIRED WI :RE INDICATED ON THE COMPREHENSIVE PLANS OR WHERE DESIGN - ._♦ STUDIES IV )KATE LARGER S:ZES ARE REQUIRED. S.3.54 �CLEM OUTS. ALL S DE SEWERS SHALL HAVE CLEAN OUTS LOCATED AT ONE Fi Pocw�np HUNDRED FOOT (00) I NT I c ' 1 /A AT PROPERTY LINES, AND AT THE TEP,MINATICN OF E LS a5 S.3.32 FT TINGS. ALL FITTINGS SITALL BE MADE OF THE SAME MATERIALS AS THE PIPE THE SEWER AT THE B'JILDIN AND ALL VERTICAL OR HORIZONTAL BENDS IN TI +E " ��• OR AS SPE CIFIEC BY THE PIPE MANUFACTURER. ALL FITTINGS SHALL BE ABLE TO PIPE OF NINETY DEGR :ES 0 ' GREATER. THE MAXIMUM LENGTH OF A SIX INCH (6') " WITHSTAND TEST - RESSURES AND CONFORM TO APPLICABLE_ STANDARDS OF THE SIDE SEWER SHALL BE ONE HUNDRED FIFTY FEET (150'). / APWA /WSDOT ST/ VDARD SPECIFICATIONS. FMSS MH 1, TYPE 1 -60 - 0 #4 #4 d•o.(, /e) 'son S.3.5 LANDSCAPING. .: 2 > 90' SCH 40 5.3.33 SEWER ` EPARATTON AND IIURIAL DEPTHS. SEPARATION FROM WATER MAIN: Al L NO T REE WITH INVASIVE RO( r STRJCTURES SUCH AS POLARS, COTTONWOOD, SOFT , PV ♦ BEND s /e' ,• SANITARY `E.WER! SHALL BE LOCATED AT LEAST TEN FEET (10') HORIZONTALLY FROM MAPLE, GUN, ETC. PER TMC 14.12.280) SHALL BE PLANTED WITHIN THIRTY FEE � MODEL HPG2)OM6, 2HP, 5` 0 ANY EXISTING OP; PROPOSED WATE R MAIN. SAID SEPARATION SHALL BE MEASURED (30') OF A SEWER PIPE, UP• - ESS SUITABLE PROTECTION FROM ROOT GROWTH IS FROM THE OUTSI E EDGES OF THE: PIPES. SHOULD LOCAL CONDITIONS PREVENT TI•It FUTURE 4' SSS, S =2% MIN, - �� IMP, HYDRON�TIC GRINDER PROVIDED (SEE ALSO SECTI( N R.3.6). PUMP, OR AI PROVED EQUAL. 7 3/4� REQUIRED ;EPAR ,T10N, THE SEWER MAIN SHALL BE LOCATED BELOW AND NO CLOSER IE =TO BE DETERMINED -- e• THAN FOUF- FEEL (4') HORIZONTALLY FROM THE WATER MAIN. SAID SEWER SHALL BE S. CONSTRUCTION FROM TENANT SUPPLIED WASH VAULTS t ---- -- �,• :. CONSTRUC' ED OF CAST IRON OR DUCTILE IRON PIPE WITH MECHANICAL JOINT FITTINGS. ALL WORK PERFORMED IN T IE CONSTRUCTION OF CITY INFRASTRUCTURE SHALL BE PLAN ' ALL SANITARY SE CROSSINGS JNDER WATER MAINS SHALL BE LAID AT SUCH AN PER APPROVED PLANS ONLY THE CONTRACTOR IS REQUIRED TO MAINTAIN A SET Cost Iron Ring And Cover ELEVATION THAT '. TOP OF THE SEWER PIPE IS A MINIMUM OF EIGHTEEN INCHES OF APPROVED PLANS AND F :RMITS, ON THE JOB SITE, WHENEVER WORK IS BEING NOTE. , TOP SLAB OF MH ¢ ' (18 ") BELOW THE BOTTOM OF THE WATER MAIN. ACCOMPLISHED. RECORD DPAWINGS (SEE DEFINITIONS) WILL BE REQUIRED AT THE r NOT SHOWN IN THIS VIEW. SEPARATIOfJ FROM WELLS: NO SAf�ITARY SEWER SHALL BE CONSTRUCTED WITHIN ONE COMPLETION OF THE 1'ROJEI T AND PRIOR TO FINAL ACCEPTANCE. ALL WORK IS TO � HUNDRED i �EET 100' OF A POTABLE WATER SUPPLY WELL OR OTHER WATER SOURCE. BE PERFORMED IN AC �ORDA+ SCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL `' t ( ) SAFETY LAWS. .. . Pipe Material As Smcifwd MAIN DEPTH ALL SEINER MAINS SHALL BE BURIED DEEP ENOUGH TO PROVIDE 5.4,1 MATERIALS. ALL MATERIALS USED FOR CONSTRUCTION OF CITY OF TUKWIIA By The E ADEQUATE DEPTH TO SERVICE THE LOWEST FIXTURES IN THE PROPERTIES SERVED. IN SANITARY SEWERS SHALL BE NEW AND UNDAMAGED. ALL MATERIALS USED ON THE � ANY CASE, THE MINIMUM DEPTH OF COVER FOR A SEWER IN STREET RIGHT - OF - WAY IS 1 N APP R O VED BY THE CITY PRIOR TO INSTALLATION. PROJECT SHALL BE INSPEC = _0 A ND 0 D T . (4 FINISH GRADE FOUR FEET R ). ACCEPTANCE OF THE MATER 4LS BY THE CITY SHALL NOT RELIEVE THE ••, , S.3.34 &NITAR'Y SEWER SLOPES AND ALIGNMENT. THE FOLLOWING MINIMUM SLOPES DEVELOPER /CONTRACTOR FR )M THE RESPONSIBILITY TO GUARANTEE CONSTRUCTION SHOULD BE PROVIDED IT�� RY AND MATERIALS SEW . ALL SAN ER PIPE SHALL BE CLEARLY MARKED BY TYPE , FMSS MH I UNI -STRUT BRACE _� �� -. -. ter. -. �� • -. �. �r ..... r.. �. -. r- w , CLASS AND /OR THICKNESS, AS APPLICABLE. THE LETTERING SHALL BE LEGIBLE AND TYPE 1 - 2" GATE VALVE PERMANENT UNDER NORMAL HANDLING AND STORAGE CONDITIONS. THE SUPPLIER AND STAUF PIPE RIM =28.41 � goo SEWER SIZE MINIMUM SLOPE I F T CLAMP � �) (F P E R 1 DO FEET SHALL PROVIDE THE CITY WI TH A CERTIFICATE FOR MATERIALS AS REQUES 4 2.00 SIEGE SEWER ONLY W. _ 6 2.00 SIDE SEWER ONLY 5.4.2 'TRENCH EXCAVATION. TRENCHES SHALL BE PROVIDED PER THE CITY'S l�1Tx.� /h �, �T �� 8 0.40 10 STANDARD PLANS AND OSHA /WISHA REQUIREMENTS. THE TRENCH SHAD. BE KEPT - ---- 27 57 EL C IL 0 0.28 ►.`+ • •:. , . • FREE FROM WATER UNTIL JOINING IS COMPLETE. SURFACE WATER SHALL BE � 12 0.22 �~ �� NON- SHRINKING GROUT, TYP, DIVERTED SO AS NOT TO EVTER THE TRENCH, THE CONTRACTOR SHALL MAINTAIN �` • SUFFICIENT PUMPING EQUIP( LENT ON THE JOB TO INSURE THAT THESE PROVISIONS 4 SSS, S =2% MIN, IE =25.83 • + 2" SCH 40 " SEWERS STALL BE LAID WITH UNIFORM SLOPE BETWEEN MANHOLES. SEWERS OF toil ME CARRIED OUT. THE CC NTRACTOR SHALL PERFORM ALL EXCAVATION OF EVERY FROM BUILDING CITY OF TUK1N1lA PVC � SLOPE OR GREATER SHALL BE ANCHORED SECURELY WITH CONCRETE ANCHORS, • DESCRIPTION AND OF WHATEVER SUBSTANCE ENCOUNTERED AND BOULDERS, ROCKS, --► 25.82 16.04 EL. FMSS APPROvtO , APPROVED BY THE CITY. SLOPES GREATER THAN 200% ARE NOT ALLOWED, A MANHOLE ROOTS AND OTHER OE3STRUc:T10NS SHALL BE ENTIRELY REMOVED OR CUT OUT TO AND DROP CONNECTION SHALL BE USED INSTEAD. ' BELOW SEWER 0 25 THE WIDTH OF THE TRENCH AND TO A DEPTH OF SIX INCHES ( 6-) -� MAR 10 2004 ,GRADE. WHERE MATERIAL I`.► REMOVED FROM BELOW GRADE, THE TRENCH SHALL BE NOTE. CONNECT TO CONDUIT , ALIGNMENT . ALL SEWERS SHALL BE DESIGNED WITH A STRAIGHT AL.�NMENT BETWEEN LEADING TO CONTROL PANEL TO BE AS NUIE� FILLED TO GRADE WITH MATERIAL SATISFACTORY TO THE CITY AND THOROUGHLY r s MANHOLES. DEFLECTION OF THE PIPE IS ACCEPTABLE ONLY AS THE RESULT OF LOCATED AT THE BUILDING COMPACTED. 24.78 t ' r SETTLEMENT, AND MUST BE WITHIN THE PIPE MANUFACTURER'S TOLERANCES. gJ•LpIM,, D�1/' K)P. - SERVICE UNIONS S.3.4 SAN ITARY SEINER MANHOLES S.4.3 PIPE BEDDING ALL PIPE BEDDING SHALL BE IN ACCORDANCE WITH THE • �` r 24 EL FOR REMOVAL o f PUMP SANITARY SEWER SYSTEM NOTES: ( CONTINUED) CITY S STANDARD PIPE" BEDS PLAN WITH ALL SANITARY SEWER PIPE HAVING TYPE AND COLUMN PIPE. ALL MANHOLES SHALL BE PRECUTS AND IN CONFORMITY WITH CITY STANDARD PLANS. S.3.41 LOCATION. SANITARY SEWER MANHOLES ARE REQUIRED AT THE FOLLOWING 2 BEDDING AS SPECIFIED B( THE APWA /WSDOT STANDARD SPECIFICATIONS. BEDDING 5. SANITARY SIDE SEWER PVC PRESSURE PIPE (SANITARY FORCE MAIN, SFIuI) - ALL SAWIT itRY SIDE SEWER PVC LOCATIONS: FOR PVC SEWER PIPE SHAL _ EXTEND AT LEAST SIX INCHES (6 ") ABOVE THE CROWN ' V PUMP ON' : PRESSURE PIPE ( SANUARY FORE MAIN, SFM) SHALL BE SOLVENT WELD JOINTED, CLASS 200, POLYVINYL CHLORIDE 1. AT THE END OF ALL SEWER MAINS. OF THE SEWER PIPE AS SF :CIFIED IN THE CITY'S STANDARD PLAN AND APWA /WSDOT _ . • 23. 0 EL. (PVC) WITH MATERIALS CONFORMING TO AS1M D1784 CELL CLASS 12454A OR B AND ttMNUFACIURING CONFORMING TO 2. ALL CHANGES IN SLOPE OR ALIGNMENT. STANDARD SPECIFICATIONS. 'IPE BEDDING SHALL BE IN ACCORDANCE WITH THE ' 3. ALL CHANGES IN PIPE DIAMETER. STANDARD PLANS, OR BETTI R IF SOILS CONDFTIONS WARRANT, BACK FILL SHALL BE - ASTIR D2241, SDR 21, OR APPROVED EQUAL FITTINGS SHALL BE AS RECOMMENDED B'f THE MANUFACTURER. ALL 4. ALL INTERSECTIONS OF SEWERS EIGHT INCHES (8 ") AND LARGER PLACED AT SIX INCH (61 L EFTS MAXIMUM AND COMPACTED TO NINETY -ENE PERCENT MERCURY FLOAT SWITCH, TYP. UNION •' PRESSURE SEWER PIPE SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 7 -17 OF THE THR GROUT. ,51 LADDER RUNG TYP. WSDOT /APWA STANDARD SPECIFICATIONS. (INCLUDING SIDE SEWERS). I(95 %) OU 5. AT ALL INTERSECTIONS OF SEWER MAINS. U MP OFF '.V. 2 FLAP CHECK 6. MANHOLES SHALL BE LOCATED AT DISTANCES NOT GREATER THAN S.4.4 BACK FILL BACK FIL _ING AND SURFACE RESTORATION SHALL CLOSELY FOLLOW 1- 1/42 SCH 21.40 EL. VALVE 6. GRAVITY SANITARY SIDE SEWER PIPE - ALL GRAVITY SANITARY SIDE SEWER PIPE SHALL BE WATER TIGHT JOINTED, 500 LF FOR ALL SEWER MAINS. INSTALLATION OF PIPE, SO "HAT NOT MORE THAN ONE HUNDRED FEET (100') IS 40 PVC RED POLYVINYL CHLORIDE (PVC) CONFORMING TO ASTM 3034, SDR 35, OR APPROVED EQUAL ALL SIDE SEWER PIPE LEFT EXPOSED WITHOUT EXPRESS APPROVAL OF THE CITY. SELECT BACK FILL SHALL BE INSTALLED IN CONFORMANCE WITH THE REQUIREMENTS OF SECTION 7 - 17 OF THE WSDOT /APWA STANDARD S.3.43 CHANNEUZATION. ALL SANITARY SEWER MANHOLES SHALL BE FULLY CHANNELED MATERIAL SHALL BE PLACED AND COMPACTED ABOVE THE BEDDING MATERIAL, AS SPECIFICATIONS. TO THE CROWN OF THE SEWERS. THE MANHOLES SHALL BE CHANNELED TO OUTLINED IN CITY STANDARL PLANS, AND COMPACTED TO NINETY -FNE PERCENT (95 .• 45 • • 18.90 EL. ACCOMPLISH SMOOTH FLOW THROUGH THE TRANSITION AND TO MINIMIZE TURBULENCE X) OF THE MAXIMUM DENSI Y, WHEN OTHER GOVERNMENTAL AGENCIES OTHER THAN :•' ' .:.• :. :': i • '.• '• �• , , 7. MISCELLANEOUS FITTINGS - MISCELLANEOUS FITTINGS, INCLUDING REDUCERS AND ADAPTERS, SHALL CONFORM TO TO MAINTAIN THE ENERGY GRADIENT AND VELOCITY THROUGH GRADE CHANGES AND THE CRY HAVE JURISDICTIOI I OVER ROADWAYS WITHIN THE CONSTRUCTION THE BACK • t •` • ' CHANGES !N DIAMETER AT MANHOLES, THE INVERT OF THE DOWNSTREAM MANHOLE FILL AND COMPACTION SHAI L BE DONE TO THE SATISFACTION OF THE AGENCY THE PIPE MANUFACTURER'S RECOMMENDATION AND SHALL BE OF THE SAME STRENGTH AND �,TANDARD AS THE PIPE ON B SHALL BE DESIGNED A MINIMUM OF 0.1 FOOT BELOW ALL INCOMING INVERT ELEVATIONS. HAVING JURISDICTION. IF SUITABLE BACK FILL MATERIAL, AS DETERMINED BY THE ELEVATION MODEL HPG20OM6, 2HP, 5"0 WHICH THEY ARE USED. OPTIONAL CHANNELIZATION METHODS INCLUDE PREFABRICATED FIBERGLASS /PVC CITY, IS NOT AVAILABLE FROM TRENCHING OPERATIONS, THE CITY MAY ORDER THE IMP, HYDROI.IATTC GRINDER CHANNELS. PLACING OF SELECT BACK I ILL (LOOKING NORTH) PUMP, OR APPROVED EQUAL. 8. SIDE SEWER PIPE TRENCH & BEDDING - ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION MUST BE TAKEN TO INSURE THAT PRESSURES N T ACCORDING TO WSDOT /APWA SPECIFICATION 7- 17.3(1). THIS SK41 INCLUDE NECESSARY LEVELING OF THE TRENCH S S.3.44 MANHOLE FOUNDATIONS. CARE .5.0 INSPECTIONS -NOTE EXERTED ON THE SOILS BENEATH THE MANHOLES AND THE ADJACENT MAINS ARE 5.5.1 FIELD INSPEC110NS. ALL SANITARY SEWER CONSTRUCTION IS TO BE DONE BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING 4 APPROXIMATELY UNIFORM. UNEQUAL SOIL PRESSURES MAY RESULT IN EXCESSIVE UNDER THE CONTROL AND .1T THE DIRECTION OF A DESIGNATED CITY INSPECTOR. IT 1. 6" INLET FROM SOUTH NOT SHOWN IN THIS VIEW. MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL 8E SUPPORTED ON A UN�ORMLY SETTLEMENT AT MANHOLES. A SPREAD FOUNDA710N OR OTHER MEASURES MAY BE IS THE CONTRACTOR'S RESI ONSIBILITY TO ARRANGE FOR INSPECTIONS 24 HOURS IN 2. VENT LOCATION SHOWN ROTATED FOR CLARITY. DENSE, UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR REQUIRED TO REDUCES THE UNIT LOAD IMPOSED BY THE MANHOLE. ADVANCE. THE CON1 RACTO Z SHALL SCHEDULE INSPECTION BY THE CITY INSPECTOR ' GRAVEL BACK FILL FOR PIPE BEDDING' THE FIRST LIFT OF PIPE BEDDING MAY BE OMITTED, PROVIDED THE MATERIAL IN S.3.5 SANITARY SIDE SEWERS. SUFFICIENT TO CONFIRM TH 1T ALL PORTIONS OF THE WORK ARE DONE IN ♦z SANITARY SEWER PUMP THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE UNYIELDING BASE. ACCORDANCE WITH Af PROVI D PLANS AND SPECinCAT10NS, INCLUDING: p NOT MORE THAN ONE HOUSE OR BUILDING SHALL BE CONNECTED WITH A LATERAL STATION DETAIL 1. BEFORE BACK FIL .ING, FOR COMPLIANCE WITH ALL CONSTRUCTION 9 . SIDE SEWER TRENCH BACK FILL - TRENCH BACK FILL FOR SIDE SEWER PIPE Sf'ALL BE COMPACTED TO 95 PERCENT SANITARY SEWER, EXCEPT IN CERTAIN CASES APPROVED BY THE CITY ENGINEER. : t . MAXIM DENSITY, IN ACCORDANCE WITH SECTION 7 17.3(3) OF THE WSOOT /APWA STANDARD SPECIFICATIONS BUILDINGS WITHIN 250 LF OF A SANITARY SEWER • LINE • OR LATERAL SHALL BE DEEMED STANDARDS. SCALE: 1 " =2' • '2. FOR ALL REQUIRE) AIR AND WATER TESTS. BACK FILL MATERIAL FOR TRENCHES SHALL BE IN CONFORMANCE WITH SECTION 9••03.12(3) OF THE WS00T /APWA TO BE WI1AIN THE AREA SERVED BY THAT SEWER AND SHALL BE CONNECTED. A • 3, PRIOR TO 1 HE PL 10EMENT OF ANY MATERIALS WHICH WOULD STANDARD SPECIFICATIONS. SEPTIC SYSTEM MAY ONLY BE ALLOWED PER THE REQUIREMENTS OF KING COUNTY, PRECLUDE FULL AND COMP _ETE INSPECTION OF CONSTRUCTION WHICH WILL BE * S ANITARY SEWER SYSTEM NOTES: �'I N IN H A MANNER AS TO BE OF BURIED OR COVERED. 1, THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY By A 10. SANITARY SIDE SEWER TRENCH SURFACE RESTORATION -THE GROUND SURFACES OF ALL TRENCHES IN � HE • THE SAN11 ARY SIDE SEWER SHALL BE DE.. G EO SUC E PUBLIC RIGHT - OF - WAY SHALL BE RESTORED TO THEIR ORIGINAL CONDITION IN fONFORMANCE THE REQUIREMI .NTS OF SUFFICIEN r SIZE TO CARRY ALL SANITARY ISE:WAGE AND WASTE FLUIDS OF ANY KIND WORK COVERED PRIOR TO NSPECTION WILL BE UNCOVERED AT THE EXPENSE OF PRESSURE TREATED 2 X 4, FOUR FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE CITY OF TUKWILk FROM THE BUILDINGS. EACH TOILET, SINK, STATIONARY WASH STAND, FLOOR DRAIN, OR THE CONTRACTOR. LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF T1IE STAKE. THE EXPOSED ONE ANY OTHER PIECE OF EQUIPMENT HAVING WASTE FLUIDS, SHALL BE CONNECTED WITH FOOT (1') SHAM. BE PLANTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHAH BE INDICATED IN 11. INSTALLATION - INSTALL ALL PIPING, FIXTURES, EQUIPMENT, AND ACCESSORIES IN STRICT ACCORDANCE WITH THE SAID SAN. TARY SEWAGE SYSTEM. S.5.2 SAMPLING AND TEST NG. TESTS AND MATERIAL SAMPLING FOR PURPOSES OF BLACK PAINT ON THE 2 X 4. PLUMBING LAWS, RULES, AND REGULATIONS OF THE STATE AND OF THE COUNTY AND OR CITY, WHICHEVER REPRESENTS THE HIGHER THE CITY MAINTAINS AS -BUILT RECORDS CONCERNING THE LOCATION AND APPROXIMATE Y IW SPECTER. ALL COSTS INCURRED FOR TESTING DETERMINING COMPLIANCE WITH THE SPECIFICATIONS, SHAM BE REQUIRED AT THE STANDARD. ALL WORK SHAD. BE APPROVED BY THE STATE AND COUNTY, tND OR CITY PLUMBING INSPECTORS. DEPTH OF SIDE SEWER STUBS. THESE RECORDS ARE FOR INFORMATIONAL PURPOSES DISCRETION OF THE SAMPLING, DONE AT T IT CITY =QUEST OF THE CITY INSPECTOR, SHALL BE THE 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEINER CONNECTION PERMITS FROM THE CITY OF TUKWILA PRIOR ONLY AONCE R SHALL BE THE DEVELOPER RESPONSIB:LRY TO VERIFY THE LOCATION RESPONSIBILITY OF THE CONTRACTOR. DETERMINATION OF FIELD DENSITY OF TO CONSTRUCTION. 12. CLEAN OUTS -CLEAN OUTS SHAH. BE PROVIDED IN BUILDING DRAINS AT ENDS, BENDS (45 DEGREES MAXIMUM, AND DEP1 H OF THE EXISTING SERVICES. COMPACTED EARTH AILL BE PER ASTM D1557 "STANDARD PER BEND) AND AT 100 FEET MAXIMUM INTERVALS. ALL CLEAN OUTS SIIALL BE IN CONFORMANCE WITH THE CITY OF 3. UNLESS OTHERWISE APPROVED, THE CONTRACTOR SHA DO ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TUKwtLA STD DETAIL SS -03. IN CASES WHERE A STUB HAS NOT BEEN SUPPLIED, THE DEVELOPER SHALL CONNECT S.5.3 PRESSURE AND lF LE AV1GE TESTING TEES. THE CONTRACTOR SWILL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, DIRECTLY TO THE CITY MAIN. THE: DEVELOPER SHALL ASSUME ALL COSTS FOR SAID MANHOLES SHALL BE IELED PRIOR TO TESTING. BACK FILL AND PAVEMENT RESTORATION. CONNECTION, INCLUDING, BUT NOT LIMITED TO, STREET REPAIRS, TAPPING CHARGES, BONDS, FERMITS, ETC. CUTS INTO CITY STREETS SHALL BE REPAIRED PER THE CITY'S 5,5,31 AIR TESTING. ALL SANITARY SEWER PIPELINES SHALL BE AIR TESTED IN 4. SANITARY SEINER PUMP STATION - THE SANITARY SEWER PUMP STATION SHALL CONSIST OF A TYPE 1, 60" STANDARC PAVEMENT PATCH PLAN (AVAILABLE IN THE PUBLIC WORKS DEPARTMENT). ACCORDANCE WITH APWA /V6DOT STANDARD SPECIFICATIONS FOR AIR - PERMEABLE OR DIAMETER MANHOLE AND A HYDROMATIC GRINDER PUMP, MODEL HPGL200M6 (2HP), WnH A 5 -INCH DIAMETER IMPELLER. NON AIR - PERMEABLE PIPE, AS APPLICABLE. THE CONTRACTOR SHALL FURNISH ALL THE GRINDER PUMP SHALL BE INSTALLED AS SPECIFIED BY THE MANUFACTURER, WITH AN APPROPRIATE AMOUNT OF PIPE A SIDE SEW - __R CONNECTIONS INTO METRO INTERCEPTOR SEWER LINES SHALL BE ALLOWED MATERIALS AND EQUIPMENT NECESSARY FOR CONDUCTING THE TESTS AND ALL ONLY BY WRITTEN PERMISSION FROM METRO. THE CITY WILL BE THE AGENCY THROUGH •TESTING SHALL BE F ERFOF VIED UNDER THE SUPERVISION OF THE CITY INSPECTOR. UNIONS FOR INSTALLATION AND MAINTENANCE PURPOSES. THE PUMPS SHALL BE FLOAT SWITCH CONTROLLED AS INDICATED ON WHICH PERMITS WILL BE OBTAINED FOR SUCH CONNECTIONS. THE PERMITTEE IS THE CONTRACTOR Ml' DES RE TO MAKE AN AIR TEST PRIOR TO BACK FILLING FOR THE PLANS. THE PUMP STATION CONTROL PANEL SHAD. 8E MOUNTED IN A NEARBY AND CONVENIENT LOCATION, WITH • RESPONSI9LE FOR ALL COORDIW TION'S WITH METRO FOR NECESSARY INSPECTIONS AND HIS OWN PURPOSES. HOW[ /ER, THE AIR TEST FOR ACCEPTANCE SHALL 8E MADE SOUND AND LIGHT WHICH WILL INDICATE NIGH WATER IFVEL IN THE PUMP STATION, AND WITH PROVISIONS FOR E"c'" 'r'w" & lf APPROVAL S. AFTER BACK FILLING HAS B EEN COMPLETED AND COMPACTED. CONNECTING AN EMERGENCY POWER SOURCE. THE PUMP STATION AND RS ASSOCIATED EQUIPMENT SHALL BE S.5.32 WATER TESTING. WA ER TESTING IS ALLOWED FOR SANITARY SIDE SEWERS INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE CONTRACTOR SHALL PROVIDE THE �•}; -� �� y; 5.3.51 f;EWER PIPE. MATERIALS ALLOWABLE FOR SANITARY SIDE SEWER CONSTRUCTION ONLY. OWNER WITH A COPY OF THE INSTALLATION AND SERVICE MANUAL FOR THE NEW PUMPING EQUIPMENT. a � ARE PLAE TIC PVC MINIMUM SCHEDULE 35), CONCRETE WHERE SOIL CONDITIONS PERMIT AND SLOPES ARE LESS THAN 15 %, DUCTILE IRON PIPE, OR PVC PIPE WHERE ITS USE ' IS JUSTIF ED DUE TO SCOURING VELOCITIES OR OTHER SPECIAL SOILS FOUNDATION VERTICAL DATUM: NGVp 29 PROBLEM'; EXIST. DUCTILE IRON PIPE PLACED IN PEAT AREAS OR AREAS OF POTEN �qp T IAL CORROSIC N SHALL BE POLYETHY ,-ENE ENCASED. ANCHORS SHALL BE INSTALLED IF BASIS OF DATUM IS A BRASS DISC SET IN .�;.` .^ 1w O (�. 1.5% SLOPE. A CONCRETE LIGHT STANDARD AT THE SE ,�,�', • -µ �%`•' CORNER OF S 180TH ST do SOUTH CENTER PKWY, MARKED N 254 RESET 2 1974 PERMIT PLAN SET (SO -JECT TO CITY ,APPROVAL) rXPIIKS 11; I;�t T NGVD29 ELEVATION 28.5 ____ I i +l..+. I y,t. .I,,,. .: ,+. . � oft -A.-.-COP" 0064•..w. . .p,p,•. ..�.r•... . -.. ..,. ... .. _. .. .. � .e,.. ,.,�_ r_. ,w. . .. i. _ -.. .. .. « _ ... ._ .. _ � .. _, .. .. -. .. ♦ ., .. . -.. k .•.. •. . 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