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HomeMy WebLinkAboutPermit D01-271 - SOUTH 180TH STREET GRADE SEPARATION - IMPROVEMENTSS 180TH STREET GRADE SEPARATION 72205 I8OTH ST EXPIRED JAN 10 2003 if IF" EXPIRED JAN X10 2003 D01 -271 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 3623049059 Address: 7220 S 180 ST TUKW Suite No: Tenant: Name: S 180TH STREET GRADE SEPARATION Address: 7220 S 180TH STREET, TUKWILA, WA DEVELOPMENT PERMIT Owner: Name: CULLEN ALLEN & JOAN Phone: Address: 3613 61ST SW, SEATTLE WA Contact Person: Name: ROBIN TISCHMAK Phone: 206 -433 -0179 Address: 6300 SOUTHCENTER BL, TUKWILA WA Contractor: Name: WILDER CONSTRUCTION COMPANY Phone: Address: 1525 EAST MARINE VIEW DRIVE, EVERETT, WA Contractor License No: WILDECC073K4 Expiration Date: 04/01/2002 DESCRIPTION OF WORK: REMOVE A PORTION OF THE EXISTING BUILDING TO CONSTRUCT UTILITY MAINS. THE OPENING CREATED BY THE REMOVED PORTION WILL BE SEALED OFF WITH A NEW WALL. Value of Construction: Type of Fire Protection: Type of Construction: Public Works Activities: $50,000.00 AUTO FIRE ALARM Curb Cut/Access /Sidewalk/CSS: Fire Loop Hydrant: Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Channelization / Striping: doc: Devperm ** Continued Next Page ** D01 -271 Permit Number: D01 -271 Issue Date: 03/01/2002 Permit Expires On: 08/28/2002 Fees Collected: $1,066.69 Uniform Building Code Edition: 1997 Occupancy per UBC: 0025 Private: Public: Private: Public: Printed: 03 -01 -2002 �. x11 .Rrtt. K�.ri's:i::;i °s:�twL:l?cw�l'• f�. a. ✓.�a�nt.:Y}_:.d ..,.•G:z41i :F, tY+ �U' 74! Lh�:' e' scf<.%' iI4ati: ��h, Fa aM1:^ S , t S " �irse. vib�k,',: CrS ;fJ:�:``• "w�r�:::. +.+:+•::."'., City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: Signature: Q doc: Devperm Print Name: ol- e — 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 per imance of work. I am authorized to sign and obtain this development permit. 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. D01 -271 Date: Date: 3 ) - 6 Z Printed: 03 -01 -2002 doc: Conditions City of Ttukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 3623049059 Permit Number: D01 -271 Address: 7220 S 180 ST TUKW Status: ISSUED Suite No: Applied Date: 08/27/2001 Tenant: S 180TH STREET GRADE SEPARATION Issue Date: 03/01/2002 1: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2: 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. 3: 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. 4: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 5: 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). 6: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 7: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued 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. 8: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. 9: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 10: ** *FIRE DEPARTMENT CONDITIONS * ** 11: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 12: Maintain fire extinguisher coverage throughout. 13: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 14: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) 15: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) 16: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. 17: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 18: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and 001 -271 Printed: 03 -01 -2002 :'.:; i;: r',', �• '4":i;�'h'kj:i:!LiP.S.451'StM� City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 #1901) 19: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 20: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 21: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 22: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 23: THESE PLANS WERE REVIWED BY CHIEF 53. IF YOU HAVE ANY QUESTIONS, PLEASE CALL THE TUKWILA FIRE PREVENTION BUREAU AT (206)575 -4407. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: . � Date: 3 - I ' v 2 - doc: Conditions D01 -271 Printed: 03 -01 -2002 6 UO 0 ILL w = wO u. Q. co ▪ w Z � Z :2 ▪ D .. W . Z U co" , O ,Z Project Name /Tenant: TIC S I �a -- � C��I1 SEPA I ot.1 Valu of Construction: 00 11 SO ooc, -_-_.- Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ hotel /Hotel El Office ❑ School /College /University INFOther lij ' e ' tJ V •, I e 541•• -jj Site Address (include suite number .,,^ City State /Zip: 722.0 S 1$0 - S i I ut JI L IA) c /AVY Tax Parcel Number: 23cL{ — 4 10S1 .— o$ —c) ' i 9 Phonti: 6 ) 1433 If yes, extent of change: (Attach additional sheet if necessary) I Property Owner: a I 1 7 of Tu kt c, 1 L-Pt Street Address: N City / Z p' A &zoo Sou Tee. Boil), T uttt L Lat 0 g A Fax t1: zo 6) l� 3 ? -- 3 (d f`F j (^ I Contractor: Phone: N 0' r 5 E LECrE b � �� Street Address: City State /Zip: Fax II: Architect: SCE. eN Lit ftu e e e S j/%j G , PI,o Z 53) Q 2-2_— d Ling 6 I Street Address: T f4, City State/Zip: : 6 18424 Fax II: ' ( 3 q2-2- - 0 $ 9 6 9 4o021 — 12 — S`[: E, STE. 200 T 01AA 113A , Engineer: O EP- /Af3A ENS 1 kJEEl2 S Phone: t ) '13 ( — 23 6 e ) Street Address: City State /Zip: 3 - 4 1 -1- ' a_ FehEL WA-Y LOA 9 go.0.3 330 I AVE S RI Fax II: (20(x Lt -- 2 3 i 2 t Contact Person: • Ro Phone :T (2,06 ) q33- -ca17' 1 &35 t3 1►-) 50 -,VA Street Address: City State /Zi t,3d � uTtidENiTE� BL-Vi). , �uktolLA, wA g4Sida Fax II: ( 206 ) 1.13j — 3665 Description of work to be clone (please be specific): Reprove A 'Fk RrIo N 0 p The CXt5i l Iv 61 8 U'LN IJ (: TO COOS1 (LC.r (11 t-I I PAIN ik)S n i'H E o Pei J ItJ G Cee&TED 8'4 TtkE REtnoVet Po - r . 10 t..) WIl... Be S•FtL_Ed op-p. W rrFF A- Nebo JA-L -1-o Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ otel /Hotel ❑ Office ❑ School /College /University tJ Other VACANT_ T_ " OAS WATER- 1 1 Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ hotel /Hotel El Office ❑ School /College /University INFOther lij ' e ' tJ V •, I e 541•• -jj Building Square Feet: S q Li 0 S existing No. of Stories: 2- Area of construction (sq ft): '700 SP Will there be a change of use? ❑ yes T no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes LJ no Existing fire protection features: ❑ sprinklers ai tomatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Commercial / Multi - Family Tenant Improvement / Alteration Permit Application CITY OF TUIr 'VILA Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 (206) 431 -3670 Project Number: Permit Number: DO- 29 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Flood Control Zone ❑ Hauling El Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic y ds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp It Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous 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. Date application accepted: Date application expires: 0- 17-OZ— Applicati9rrken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM II /JO /00 elperrnit.doe BUILDING OWNER OR AUTHORIZED AGENT: Signature: p L l , a Date: a -_ it / — O f Print name: Rob n " 7 � nr,a Phone :(266 l I L33 ' Fax it : `� (o ) L 3 i .. 3445 Address 6 300 sot�-f- 1�-CEN e lt-VQ a ilk /State /7_it� -okW LA , toPi 9$ I ?R APPLICATIONS MUST lit SUL1MITTtd WITH THE FOLLOWING: Al.l. DRAWINGS TO BE STAMPED BY WASHINGTON STAlE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER ➢ ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ Complete Legal Description ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form F1 -10). Four (4) ssrl drawings (five(5) sets for structural work), which include : ❑ Site Plan (including existing fire hydrant location(s) 2. 3. 4. 5. 8 . North arrow and scale Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements Parking Analysis of existing and proposed capacity; proposed stalls with dimensions Location of driveways, parking, loading & service areas Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond boundaries Identify location of sensitive area slopes 20'%t or greater, wetlands, watercourses and their buffers (change of use only) Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 113.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to he saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form 1-I -9). 9 . property's Floor plan: show location of tenant space with proposed use of each room labeled Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. Vicinity Map showing location of site Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of � rack. Structural calculations are required for rack storage eight feet and over. ❑ IJ Indicate proposed construction of tenant space or addition and walls being demolished ❑ E Construction details lJ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect /engineer, or contractor licensed by the State of VVashington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal 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. l l. la uo [ven ni, IIne 4 *. * * 'k * * *' % * :h' * * *..* * * * . 4c l% * 7t':* '1�' * * * * * *. * rt *; * 1t * * 7t it * 'k * * * * * * * * It * * TR'ANSMI: .I ** *** **i* **rs! ** * *. * * * * * * * *4** * * * * *,t 4* * * * **4.* * * * * * * *.k * * * * * * * *. RANk3M1 C ": um `er• w `R01.0110.) Amount 41t3. 44 08/27/01 1417 Payment Method„ ACCT • tlotation. CITY OF TUKWIL7 !nit: 4JLH :Per^mIt :No: .: 001-271 Type: DEVPERM DEVELOPMENT PERMIT 'Parcel No 362304-9059 Si te fd`dr^ess: 7220 :8 180,8T [} 1St Total Fees. 1. .69 1;ilfi P'aymer�t 410 Total 1 o1•j al AL..L Pitts: 41 U Tal 648.25 r * *'.* * * *.oc **44- eft** ,14•: l**. * *. * ** * * *of.. * * * * * * ** * * * * * * ** *fi * ** c ** p�e down t Code ` t)escr,•i pt i an Amount q; 0'0/345.830.. • PLAN CHECK NOMREa 4.184.4 q »r gn..•e•�.r.. «,..u�r ,bt, rr :i- ;: t.• ..!ai .f. ii- . ir. fit; '� .e.a 1. -t. -t: ._.. ;f .f '4 °4. =� 1 . t:;ii't,ti4,t +M- ,.ti' •1 „c .t ,C ,F`i. t�+. �..'q: h }•, , � }, f' �t,.. .,t`t .y .t o3' +'S "Sr'��' � ' \''7; ..; "R' :r C' •��. t rt ):i •ei� •r ;i ,ti+ d H 7' t h J .< k� a ` .1.: .t• t. :iY:if' pf 4, )� �r.p:� }'r,�'.'t?.!, 4 ., ..1,• o � ,, �r "v; ft'!r'••t' i. ij.T. �,•r. , . F+ . ,, a.' :'ti; ' ti p 411 A 'r (' Payee: doc: Receipt Receipt No.: R020000291 Initials: SKS User ID: 1165 TRANSACTION LIST: ACCOUNT ITEM LIST: Current Pmts Amount ACCT 104.01.595.500.63.59 City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 ry Ur aar. 1 11C _10 o o (o W =; u. W 0 Payment Amount: 648.25 u. Q; to Payment Date: 03/01/2002 11 :53 AM = W Balance: $0.00 Z F�- Z H; W 0 0. CI H ul Type Method Description = V U. Payment Other . 648.25 t11 O Z Parcel No.: 3623049059 Permit Number: D01 -271 Add ress: 7220 S 180 ST TUKW Status: APPROVED Suite No: Applied Date: 08/27/2001 Applicant: S 180TH STREET GRADE SEPARATION Issue Date: Description Account Code 643.75 4.50 Total: 648.25 43b5 03/01. "716 TOTAL 0.00 Printed: 03 -01 -2002 CO MENTS: Type of Inspecti 1, n: .0P �-c2I - Sf -v' Aial 0 /2 oSFv/ / h5 g i DAte called: - (9 1_o.2 ) : : : 4 D P 7 — ag e) ,A1 / i , Dat me 0 A / G r T - 1 11.E e T7 bug 7 Requester: 5 k V - A ,9 0 fG OP e%erg/4S ) /3u ,' i - Div Dee). 6"o A �c/z/ lie . _ 774 AL --/e S -A - tfitis / i /6)1 I j-,4 t.0_7 /e /-ii 2 . 0 e (t; 'Iv fr : / 2 0 - 7 - 7 - 0 ( 4/ 601../ i t I FE 06 4 d 6 /3 13 R-,, 6 / (A) ./ 60 ,."-A/ . 021; 1 cI h/G ( S (f,�cf�rk (� l f�' 1 J� ."" 2' � r 4/ - itJA A6 P oje t: ig1 " Sf t ,. it Type of Inspecti 1, n: .0P �-c2I - Sf -v' Aial Address: /RP° S /To f"' '-- DAte called: - (9 1_o.2 Special instructions: Dat me 0 .m. , Requester: 5 k V - P P S 75q 6 71 s i zb�.2akieids4ti?iia; 4 .3s9.�+v: INSPECTION RECORD Retain a copy with permit INSPECTION NO. ITY' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 9t (206)431 -3670 orrections required prior to approval. Date: /-- az_. 47,00 REINSPECTIONEE REQUIRED. Prydr to inspection, fee must be paid at"6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: \ --(-726-CP SF. ( Tye of Inspecti n: , I Address: . f 7 7 . a?b I )s+v D attalle : ( sio Special instructions: h i Pm y d Date want 2 S O a.m. Requ r: ( et/ .: r f,/, / s ,) r° 0' cryvei0A4Ls \ „-- ---. Prejecti .) SF. ( Tye of Inspecti n: , I Address: . f 7 7 . a?b I )s+v D attalle : ( sio Special instructions: h i Pm y d Date want 2 S O a.m. Requ r: ( 4.,4, Pt5s>7SLi -Le 7 $4 :ti,.•iit ki u�i d4: rr::: a:.,dluaS.3+'' "�aa�i�:4ik t6 ;�� 4ij,`+ .wl+ . N f+Clt m9 i4is ALt.4 AE.,i3( taken . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 n ector: eceipt No: INSPECTION RECORD Retain a copy with permit Date: PERMIT NO. a 6300 Southcenter Blvd., Suite 100. Call t schedule reinspection. Date: (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. .00 REINSPECTION E REQUIRED. Prig to inspection, fee must be paid wY..��35G:Ji�i' Yid•.' kL�. 1. �L�.' ssiY. ti: a' L'•: 7: �• fSt !.�'�j�G1r.7�?'.i•Y.•i.'�r:. �i.l � 1; ;: �5.. ,. •! P.k.`.'iu dxJ."y.,.i,;L3 :Sr� :.Wwr'>•� oi e (J .3'f 6 1 • Q , TYPe of In e�t f Address: Date called: - - S p ecial - instructions: Date wanted: „2 ester: OiLeAg- 'L 7S4 7,A V ityz INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300• Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: tyL a,6 -(- , a `' lnsp Date: • . I I REINSPECTION FEE ' EQUIRED. Prior to . 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: sspection, flee must be paid Date: Approved per applicable codes. taR ° <t a�as Corrections required prior to approval. PERMIT NO. (206)431 -3670 k4.t1�;' "'(�'�.'�� �z.t:.i�:r:'lti.i'rri. =.t.'u ":G:'i:.:•: nc2�.r': V ,e,6i ff :n,44 r.riCtki"S'AFP ?icli�d P y jZ, ect: 2 1 5 7122 '(r E P c' Type of inspection: c -, 11-d/ Address: ,• v :. `---- Date called. Special instructions: • Date wanted: a.m. p.m. Requester: /c- gr/470 9r.3 Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd #100 u WM, 1 sa. 406)431 Approved per applicable codes. COMMENTS: %d P Date . 0 REINSPECTION i E REQUIR . Prior to inspection, fee Must be paid at 6300 Southcenter Blvd., Suite 10 +. Call to schedule'reinspection. Receipt No: . Date: •i; • ;.i_ tai +w i. ✓r .� a ? s : iS•:: },v' > =rJ.FC N'�t? r3' "rF.i;>+;: %•' ii + u .,• 44 , ;' INSPECTION RECORD Retain a copy with permit Da..7/ PERMIT NO., Corrections required prior to approval. ' ' 'th In l' si:c L '. ?d' ":.`Yf lsi'ZY' .'. l to a1:".f rri' +'ac•:! "':1.��'�`.�;cf Z . � W ' o ,. t o vo w z: J N u.. W O N 0 1— W '. Z H 1— 0 Z W W :: 7 .p; O I— : W W ': u. . z U N 0 �.; 1 Strander Blvd Upland Drive Minkler Blvd Private S 180 St Segale Pk Dr S 150 St S 152 St S R 5. PROJECT LOCATION 1 City of Tukwila Department of Public Works S 180 Street Grade Separation 2/8/00 Vicinity Map ! `,'Its 4 4' 4 ''. ,t?titf :.4.3A ' S sr ivn At,r' rti=3 v S W4;114N`s0 , L . . K1 '. °SECT S rTE �Q I o o • • • t rkt SO 378. 39 CG DEED 91'050.4 406.90 3 O o a�• 10' 2 • l0 /3 : o X0 0. � �o ts•JA•Irc. G o 9/ -4- / :,••• mot , .B/ 2- 1 • "74; 1 as oeo34� t�.a JG oe,/7- 7 � :r. o - '.4 .� � 0 P- C • W. , , c c r W . " teB•2t %6 :4- _ T... o + A D A Bs �o. 5 . 3 a/ 5 180 - ,-'D • T 10,....L r 60 S0 4B 1 ' 4,7--- y f+ i 1da. A o ` tii 0 i 14 4 ; .0. et' /G 8 0 L7 N . �. 5 86 -z/ E' / S5%1! /L I. 59 N,ot N e7C ok. .. L46 S I N.rev ray • 4040 • 0 RCC h � S y a^`' p,i uL Q . • (f) 5 5 0 rr4'Nr 0 a 0 F 0 U 50 CLA U 0 0 `‹ 0 EIVEU TUKVVILA ^! tie r.;.;rest'i. ".; +i'i ia.sr': ti?i <rU;i �'4 >,! ^.:rii i 'awi ;7'as�- J�:x:i gas: rte• :i,S*'ar"Y;t t,', {;ka`�.34k+S: df`.�t` i+Yai nYa =:eYa; C kDsALfrj t: rttirw 3� „1:�an# i 0 0 0 - 5 .70 o � • - 0 rn Q' Q x •= 4 - rn rn ts.j (:7 Z CZ) 11 1 5,6TI,C LS 6434 9 OUT E �I EIS FIT3 199 R3 4 • 186 r,t r S WIT 11 1115 turatim (SW 43RD ST) inAms cr WARMS-OEM • LEGAL DESCRIPTIONS: TAX LOT 53 THAT PCRT1CH r 11E TURTMEST I/4 CF SECTICIT 36. TOFIEHIP 23 Mini. RAADE 4 EAST. wit CESCRIFFD AS FOILDIS. EF.G11/110 AT A POW ii nE RITT)ILIE TF TIE IDITTY ALTARS FCTIAIDD CLAN tn 41 BEM 61575 FEET HEST TIE Mill EAST WRIER TIEREOF TIEIFE MIRTH AT RIO rr NFLES TO SAD tcnnt LIE 31 rEEr TO 11 E IRIE MDT CF BEGITING TIENCE CONTILIG MIRTH w SAI3 pgir MLLE LIE 153 FEET: TI-El ICE FEST. PARALLEL WITH SAD rurint UTE 54 FEET: Der.E SCUM. AT MITT MULES TD SAID 1 UTE. 20 FEET TO A PONT IN A LITE 33 FEET TOM CF NO PARALLEL WITH ne MIMI Li CF* SAD 'DRY ATMS OCILVTIOTT CLAIM TO 41 11E10E EAST. Ala G SAD PARALLEL UM. 54 FEET 10 TIE TFILE Fv11 CF SITUATE 11 TIE CITY CF REPTIM CCUITY CF taa STATE CF WASIN/GTat TAX LOTS 7 110 OE CCHIETICITG AT A MDR 61575 FEET PEST AID 33 FEET tenni CF TIE TIFITIEAST CCIDER CF IDIRY ADAMS OTTIATXII CLAN 10 11 SECTICH 31 TOMS IP 23 WHIT. RAIFE 4 EAST. VOL 11 P30 COMFY. 11A9 101C11 n Et rE MUM 120 FEET: 11 ET ICE S00 TO TIE FEST LITE CF MUTT TT HAY IT TIE SEATTLE-TACOMA ITTETTUDATI PALMA) MEET STUD ELECTRIC RAILHAYI AS TEITETTFCRE A31I101 TlETCE 53011 ?LOG SAD IF_ST LIE TO A RJR IT L7I LIE 38 FEET TIMM AM PARALLEL MTH TIE ICTITTI LIE CF SAD TOM ALIATS LUMEN CLADi ria 41 11EICE NESTERLY ALCM SAD PARALLEL LIE TO MDT CF CIEGP/MG. PE CORER — - —..— - — - — — - — - - # 1 El mg ADAMS CLITATICIT CLAIM MO 1113 JL1E 1994 X II MASS DISK LECETIO 027 mrsom 0 uc mac x 0 3104/CA11 1.4 UPC PIM • =HUM, 9407069014 19/ SCALE: 213 FLAn Mi 13 ID 20 50 FILO InAvITEE TERCCH 0TS RECERCERS CERTFICATE elad raw aawird 11n. „ay of Irg1 In %nal. . wr suawey. pow. el Ono nenue•i. MINIS L. LIM. Sawt. er Maenad. SIIIVEYCRS CERTIFICATE Mi. amp •eerestly waweeminte a 4mm-way wale ins we me- ey OirestAnn in lew.r.rmenes with the esnutroaanta the Survey ROVOP re Awit at thw •-• .r .(11 gmffi . Ire Coatiricota Mn. 17213 BOUNDARY SURVEY FO1 CRYSTAL SPRINGS flE 1/4 CF TIEUrf _1/4 OF SEC.. 36 _.1 23 01401 WE/ 8 ASSCC1ATES SUIVEYERS 22211 S. 207111 ST. FEDERAL RAY. HA. man 039-77% OLL DATE -YEW 6-H-94 2694 SCALE - 2CT SIM LE6fAsLe -- NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. September 9, 2002 Robin Tischmak 6300 Southcenter BI Tukwila, WA 98188 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Permit Application No. D01 -271 7220 S 180th Street 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 Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official 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 or 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 or request and receive an extension prior to October 28, 2002, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. D01 -271 Bob Benedicto, Building Official Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D01 -271 DATE: 8 -27 -01 PROJECT NAME: S 180 ST GRADE SEPARATION SITE ADDRESS: 7220 S 180 STREET XX Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division >L • 260 Public i ors a 1-0 f - — DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 71 Comments: TUES /THURS ROUTING: Please Route 1 x PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Incomplete Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved \PRROUTE.DOC 5/99 II Approved with Conditions CORRECTION DETERMINATION: Approved with Conditions a3 Fire Prevention G S•Z'I.o( Structural I REVIEWER'S INITIALS: REVIEWER'S INITIALS: Plan iingg Division t''7.13 •O( Permit Coordinator DUE DATE: 8-28-01 Not Applicable No further Review Required DUE DATE 09 -25 -01 K DATE: Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: !stk':;iCiev 1, td0 &u`.?:a�Y:ei�:raiN ?r"iSti;e�G..c.. :.az.: ". uv,MtiA /0,119.40 ;;,c 4 ...•r A ACTIVITY NUMBER: D01 - 271 DATE: 8 - - PROJECT NAME: S 180 ST GRADE SEPARATION SITE ADDRESS: 7220 S 180 STREET XX Original Plan Submittal Response to Incomplete Letter # Response to Correction. Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions ,.._.'\! REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 I PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required Approved with Conditions H REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 8-28-01 Not Applicable No further Review Required DUE DATE 09 -25 -01 Not Approved (attach comments) DATE: 017 e f D ss: aa*N4. DATE: DUE DATE Not Approved (attach comments) n DATE: � w 0 0' co o: w . w 0 g w Q I w. Z �..: 1- 0 Z 1: w 0 W; _ : ▪ U' • 0' lii Z N: 0 z ❑ 00001 ❑ 11011113 ❑ 01)003 ❑ 00004 ❑ 001)05 ❑ (0)006 ❑ 00007 ❑ 00050 ❑ 11111160 ❑ 00070 ❑ 00071 00072 00090 . ❑ 00095 00100 00200 ❑ 0()250 ❑ 00300 ❑ 00350 ❑ 1)0.01) ❑ 00450 ❑ (1(15110 ❑ 00525 ❑ 00550 ❑ 00601) ❑ 00610 C3 00701) PERMIT NO.: INSPECTIONS ❑ 00750 ❑ 00800 ❑ ()08111 ❑ 00802 ❑ 00803 ❑ 00815 ❑ 00900 ❑ 01000 ❑ 01001 • ❑ 01110 ❑ 01115 ❑ 01120 .❑ 01140 ❑ J ) l 400 01700 ❑ 01900 CJ 3100 04000 ❑ 04001 ❑ 04001 ❑ 04003 ❑ 04004 ❑ ) )4005 04006 ❑ 04007 ❑ 0401)8 ❑ 04009 ❑ 04010 ❑ 04011 ❑ 1141)11 ❑ 04013 ❑ 0.101.1 ❑ 04015 BUILDING PERMITS Progress Inspection Status Pre-construction Investigation OK to Occupy Remove Slop Work Order Follow-up Pre -Move Inspection WSEC Residential -WA Ventilation /Indoor AQC NLI:A Inspeclionih-lodular Struct Mobile Male Tie Down Imp Marriage Lines Rested Footing Drains Foundation (outings Foundation Walls Foundation Insulation Concrete Slab /Slab Insulation Crawl Space Shear Wall Nailing Plywood Wall Sheathing Roar Sheathing Nailing Plywood Deck Nailing Exterior Wall Sheathing Masonry Chimney Chimney Installation/All Types Framing Root %Ceiling Insulation Floor Insulation Wall Insulation Exterior Root' Insulation Glazing Inspection Lighting and Controls Suspended Ceiling Interior Wallboard Fastening Exterior Wallboard Fastening Pre -Move Inspection Motor Inspection Pre -Demo pre- rcroof Final -Fire Final - Building Final- Remo!' Site Visit Special - Concrete Special -Bolts in Concrete Special- Mom /Resist Cone Frame Special- Reinl' Steel Prestress Special- Welding Special-I ligh-Strength Bolting Special - Structural Masonry Special- ReinI'Gypsum Concrete Special - Insulating Cone Fill Special -Spray Fireproofing Special - Piling, Piers, Caissons Special- Shotcrete Special - Grading. I:xcav /FiII Special- Retaining Wall Special- Panels Special-Smoke Control System TENANT NAME: 5J C�fGtcl� CONnITIONS Plan Reviewer: Permit Tech: xP4treeiro h 0001 No changes to plans unless approved by Bldg Div 1111111 Special inspection required, notify Bldg Div 0111 I Special inspector shall submit Iinal signed report ❑ 1)1112 New ceiling grid & light fixture shall meet lateral bracing ❑ (NI I3 Partition walls attached to ceiling grill ❑ 11111 1 Readily accessible access to roof mounted equipment ❑ 01)15 Engineered truss drawings & sales shall be on site 111116 Exposed insulation hacking material ❑ 01117 Suhgrade preparation including drainage. excavation ❑ 111118 Statement from rooting contractor verifying lire retardant class of roof 11019 All construction to he done in conformance ‘v/approved pins ❑ "No work shall he dune in addition to those modifications..." ❑ 1111113 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided tour this project ❑ 0 All food preparation establishments must have King Co 111132 Fire retardant treated wood shall have flame spread of 1)023 Notify Building Division prior to placing any concrete ❑ 11021 All spray applied fireproofing shall he special inspected ❑ 1)025 All wood to remain in placed concrete shall he treated ❑ 111)36 All structural masonry shall be special inspected 0027 Validity of Permit 0028 Rack storage requires separate permit 1111(13 Electrical permits obtained through L & I 111)31) No occupancy ()I' building until final insp by Bldg Div 0032 Remove all weeds. concrete, stone foundations, flat concrete 0036 Manufacturers installation instructions required on site "13'1'(1 maximum allowed per 1997 WA State Energy Code" 0035 Contact PW Div to obtain insp for water /sewer connect 0038 A C (WO will be required for this permit 0039 Final approval for all T1 %v/in the limits of the SC Mall 110114 AII mechanical work shall be under separate permit 1)11-1 All construction noise to be in compliance with 8.2 'INC 00. I 0 Ventilation is required for all new rooms & spaces 111105 All permits, insp records & approved plans available 11)(16 AII structural concrete shall he special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring – AII new construct and substantial improvement shall he anchored to prevent flotation" ❑ (1111)7 All structural welding shall be done by WABO certified inspector ❑ 011118 All high- strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall he special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 1)034 Removal of septic tanks require approval and compliance with King Co I lealth Dept. ❑ "Obtain required inspections from appropriate water & sewer districtti' ❑ "Fuel burning appliances ❑ "Appliances. which generals...." ❑ "Water heater shall be anchored...." ❑ " Rerool" Date: 1 -z' O d I Date: S r2,$` '% 'i;,L;},.13tcJai' -0a ,% I- • W • 6 U O N 0 W = CD u W O . g J; u_< = d, H W' _. Z� Z O-` U � O —` W W; LL —O Z Li t • = O Z ACTIVITY NUMBER: D01 -271 DATE: 8 -27 -01 PROJECT NAME: S 180 ST GRADE SEPARATION SITE ADDRESS: 7220 S 180 STREET XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works n n PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8-28-01 Complete ri Incomplete n Not Applicable TUES /THURS ROUTING: Please Route n Structural Review Required No further Review Required n n Comments: n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with C nditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: l , CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 REVIEWER'S INITIALS: DUE DATE 09 -25 -01 DUE DATE Approved with Conditions n Not Approved (attach comments) DATE: X w, 6 D . J U' 00 N 0 . w= J � w O: 2 J' z F ; � Dp :0 H' LU - U° Lu 0 y - 0 Z t. ACTIVITY NUMBER: D01 - 271 DATE: 8 - - PROJECT NAME: S 180 ST GRADE SEPARATION SITE ADDRESS: 7220 S 180 STREET XX Original Plan Submittal Response to Correction Letter # Revision # After Permit Is. Issued Response to Incomplete Letter. # C. DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8-28-01 Complete Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Approved \PRROUTE.DOC 5/99 n PLAN REVIEW /ROUTING SLIP Structural n Structural Review Required Incomplete 1 Not Applicable cW— APPROVALS OR CORRECTIONS: (ten days) Fire Prevention Approved with Conditions CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: REVIEWER'S INITIALS: Planning Division Permit Coordinator No further Review Required DATE: Z " 64 1 DUE DATE 09-25-01 Not Approved (attach comments) DATE: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: PROJECT NAME:. S 180 ST GRADE SEPARATION SITE ADDRESS: 7220 S 180 STREET XX Original Plan Submittal Response to Incomplete Letter # Response to Correction. Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 1 Comments: TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP A ,� „w ,Lp 0 n ' . j Fire Prevention Structural Incomplete Approved with Conditions Approved with Conditions D01 -271 DATE: 8 -27 -01 REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 8-28-01 Not Applicable No further Review Required DUE DATE 09 -25 -01 n DATE: Not Approved (attach comments) DATE: RECEIVED p ED Pl IRI tC WO RKS DUE DATE Not Approved (attach comments) DATE: . � z w 0: U 0. N0 wi J H (0 U. w u.¢ cl w . z �: I- O Z w 0 H. w w H U ~ O w z O z •••• • ••••••• •• •••••••w41:;:iiit:•:•:•:•••:•:•:::::•:•:•:•:•:::::::::•:•:•:•:::::•:•!•x::.:1:::.:A.;•.::;:::::K;K::,::::::;;M:??X...:ii:K:iiif::::::??.":-.KiKiiiiiiili:,:.:: : :'• ,:•,,, . ••••••••••• 4 :•" .... .••••• ■... - 4 ,.... .... ..... •••••44:: r1L .. ........... .. .................... , ..x.::: , .....................,,,, .. ...:, i 4: i .. ..: 1 4:vidika.vii:::r.v.p.4tifi:::::::::::::::::::::::::::::::;::::::::::::•:::::::::::::::::::::::::•::: '''',..f*:::•::::,':iiiiii:::::':::::::::::iiiiiiiii:ii.::. ............... . ••••••%.:•::::::::: ..... .....:..::::::•;?.....:::.:3: ' ..• :::::::•:$::::•:::•:::::::::::::::::-::::::.:::::::::::::::::::::::::-;:....... • • •• • •••:.:•:.....xt.....:.:::.:::•:.x••••••::•:::::::.:•: . . •laiSi.lii:;:::.::::::::::§§:,:iii:: !..::::::,: 46.4:4/vti 1.i /-(1-0( 1 . . . . I I 4anCe''CoUe:•.•• 4-o atexhnx ioa/col.scis, 5oo.6 3 59 •1•!?1,3•AP.r.T eed Current Contractor Registration Card: eed to Enter Contractor Information in Sierra: Yes • r SPECIFICATIONS ASPHALT CONCRETE PAVEMENT: Per WSDOT 9- 22.1(4) oeving asphalt os (*Cows: Viscosity Grade r1R - 4000w Minim. Aggregate Per WS00T 9 - 03.8 Proportion of Materials Per WSDOT 9- 03.8(6), Coss B Asphalt concrete Class: Close B Asphalt > of Total Mixt.ire 4.0 - 7.50 Installation per WSOOT 5- 04.3(9) for Spreading and Firtiering. W5001 5- 04.3 for Compacting, WSDOT 5- 04.3(1 1) for Joints. No reverse slopes, "bird baths ", or "bumps at joints will be allotted. Finish surface snci, not vary more thou 1/4 inch in any direction along the lovier edge of a 10 -foot straight edge. 8t0F'.LTRATIOh SEEDING: Ime of seedirq: March 1 tnraugh May 15 and August 15 through October . Soil preparation: Remove existing grassy vegetation and roots. Snaps area to flnoi contour. Incorporate gypsum (100 lbs per 100C SF). granular lime (50 les per 1000 SF), and rotted manure (3.5 CY per 1000 SF) by rototilling into the top 5 inches of sell. Seedbed preparation: Seedbed should be firm, but not convected. Slopes snail be st , rfoce- roughened by track - walking, leaving cieot imprints porcine! to the slope contours. Fertilization: Apply 10 -20 -20 ' nitrogen- phoephorus- potaseio- ) 'en`.ilizer (5.75 the per 1000 SF) and 31 -0 -0 sulfur - coated ureic fertilizer (1.2 !bs per 1000 SF). Seeding Rote: Apply seed mix (2.75 be per 1000 SF). ,Hydromulch: Apply defbrated. long - length wood fiber mulch (46 his per 1000 SF) with tackifier (1 lb per 1000 SF). BIOFILTRATION SWALE SEED MIX: Seed mixture described by cdmmor norm, botanical name, percentage of mix by weight, minimum percent purity of seed, and minimum percent germination required: Tall or meadow fescue (Feetuca orundinaceo or Festuco elotior) 68X,98X,90X; Seaside /Creepin bsntgross (Agrostis poluetris) 10%, 98x, 85%; Meadow foxtoil Nepocurue protensla) 108c, BOX, 80%; Alsike clover (Trifollum hybridum) 6X, 98%, 9016; Redtop (Aorostis alba) 6%, 92X, 85%- BOXES, METER & VALVES: Per WSOOT 9- 30.6(7) at meter. douu;e check valve assembly, master control valve, and at manual drain valves. • CATCH BASIN: Type 1 r WSDOT Standard Plan B -1 (with frame and solid lid) - Ind PVC oil /water separator tee similar to WSDOT Standard Pion 8 -3. Installation per WSDOT 7 -05.3. CONCRETE ENCASEMEiTT FOR TRENCH DRAIN: Class 3000 per WSDOT 6 -02. Installation per WSDOT 6- 02.3(6) and 6- 02.3(6)A and in accordance with Trench Drain manufacturer's recommendations. CRUSHED SURFACING (BASE AND TOP COURSE) Per WSDOT 903.9(3). Installation per WSDOT 4- 04.3(2) for Subgrode, _ WSDOT 4- 04.3(4) for Placing and Spreading, per WSDOT 4- 04.3(5) for Shaping and Compacting. CURB, CEMENT CONCRETE BARRIER: Per WSDOT Standard Pion F -1. Installation per WSDCT 8- 04.3(1) CURB, EXTRUDED CEMENT CONCRETE: Per WSDOT Stondord Plan F -2b, Type 5. installation per wSDOT 8- 04.3(1). IRRIGATION SYSTEM: Per WSDOT 8 -03 and 9 -15. Double check valve assembly (Rainbird RP -QT -075, or equal) conforming to Washington Department of Health and Social Services (DSHS) requirements, 3 -inch PVC sleeve, cioss 200. i - inch main line, schedule 40, at 18 -inch depth. Quick coupler - Rolnbird 44RC on double swing joints. 1/2 - inch brass manual drain valves require 1 CF geotextile- wrapped gravel sump at each location. PAVEMENT MARKINGS: Materials per WSOOT 8 -22.1, painted in conformance with WSDOT 8 -22. PIPE BEDDING: Bedding material per WSDOT 9- 03.16, compact 902 mks, 95Z under povemeni PIPE. PVC & FITTINGS: Per WSDOT 9 -30.1 (5)A for pipe, and WSOOT 9- 30.25)A for fittings (4 Inches and Over). Par WSDOT 9- 30.1(5)8 for pipe, and WSDOT 9- 30.2(5)B for fittings (4 Inches and Under). Sonit.ry pipe shall be rubber- goeketsd ASTM 03034, SDR 35. SOIL RESIDUAL HERBICIDE Per WSDOT 5- 04.3(5)0 at all areas to be paved with osphalt concrete pavement. TRACER WIRE: Provide bare copper wire (not lees than 0.10 inch in diameter) buried 12 inches below finish grade in sufficient length to be continuous over each separate run of non - metallic pipe. TRENCH DRAIN: POLYDRAIN or pre-approved equal os manufactured by POLYDRAIN, INC., Troutman, NC., (1- 800 -438 -- 6057). Channels shall hove interlocking Joints and horizontal ribs to ensure o positive anchor in the encasement concrete, Properly fittingq outlets and end cops shall be included. The grate shall be POLYDRAIN No. 420 (Medium duty, slotted grata) or pre - opproved equal and be capable of being locked to the channel with removable lock - downs. Installation to be in accordance with manufacturer's InetructIons and details. POLYSEAT installation chairs shall be used where sub -base allows, to hold the channels to line and grade, prevent floatation and ensure proper concrete encasement. GENERAL NOTES I . All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct locations so ac to ovoid damage or diaturbunce. For utility locote, call 48 -hour locators (1- 800- 424 -- 5555), also call Olympic Pipe Line (206) 235 -7712 48 - hours before you dig. 2. All materials and work on the voter, sanitary sewer and Irrigation systems shall conform to the City of Renton Utility Department standards and specifications as well as the 1994 Standard Specifications for Rood, Bridge, and Municipal Construction prepared by the Washington State Deportment of Transportation ( WSDOT) and the American Public Works Association (APWA), Washington State Chapter, All other work shall conform to standards and epecificatione of the . of ukwiia Public Worke Department. rir .110 W _ _ 5582' •00 "E. 155.13' • - WIN ?4' -6 VAX • I El. i Bo: . I g . 'N EW CONC SLAB OV ER ARA- � 'EXISTING. SEE ARCHITECTURAL ccv I 1 M EET ELEV OF 1ST TREAD TO MEZZANIN ABOVE AT NORTH ' EDGF � d PANSION NJOIOUNDNT 1tEAQ , W/ ? 1,IFIC fa rii It. II II I ' i I TPzZ4.6 EDGE OF NEW me , CONC PVMT ` I ii CO 3' DEEP PAINT � �.r �r c . I I I \ 4 I ix \ PAINT IC =25.2 TP =24.7 REQUIRED LANDSCAPING (SEE ARCHITECTURAL) PVC iRRiG (TYP) •l 214th ' �.'�EXTRU CURB TTa24.3 : 10' UiTILIT EASEMENT K$NCCO X 7408170475 -i-- i '-" ASPHALT C PAVEMENT I I (DETAIL 2/Cl) INSTALL >'C = 24.x:'. NEW 4" C RIM v1574.5 : "'BARRIER IE I EXIST 6' , ' DED CURB CURB SO NORTHUTH . . TP =24.5 EXISTING CMU BUILDING TP= TF =24.6 .-i t' TC -255 _ 250 i I 25' FRONT - I I I 1" MCV I 1/2 MDV, I I 3/4' DCVO TP -24.5 - --T =24.6 4r, EXIST GRAVEL • URFACE • €X IST AC P'VM ... �' \ Ta =24.4 O ,. r •o U 2 STALL TRASH ENCLOSURE --(SEE ARCHITECTURAL) ASPHALT CONCRETE PAVEMENT (DETAIL 2/C1) •,:sF 2" PVC S -EEVE GENERAL NOTES (CONTINUED) 3. It shall be the contractor's responsibility to secure oil necessary permits prior to starting construction. It shall be the contractor's responsibility to notify the respective City's departments 24 hours in advance of backfilling oil construction in order to schedule Inspections. 4. Existing asphalt paving sholl be sawcut to a minimum depth of two inches. 5. All pipe and oppurtenonces shall be laid on o properly prepared foundation per WSDOT 7- 02.3(1). This shall incluae necessary leveling of the trench bottom or the top of the foundation material as well as placement and compaction of required bedding material to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6" above and below the pipe. 6. $ackfill shall be plocsd equally on both sides of the pipe in layers with a loose average depth of 6 inches (maximum depth of 8 inchee), thoroughly tamping each layer to 95 percent of maximum density. 7, The contractor shall provide the City of Renton with an os- built drawing of the sanitary sewer system which has been stomped and signed by a licensed professional engineer or licensed professional surveyor. 8. Area to be drained - 19.250 SF. 9. EARTHWORK (in place yordoge): Foundation excavation 63 CY Remove grovel from bioswale 19 CY Fill to bottom of floor slab 186 CY Misc reshaping, parking 50 CY c.„ S1l$G c Jr . GRAYS! :�. . IP =24.3 ?vMT REMOVE 170 SY AC PAVEMENT .. � : `� ci TP =24. O WEEPHOLE ; MEET EXISTING CURB CO 5' DEEP TC =27.1 TP -26.6 - - IP =24.6 • DWS «23.9 EDGE OF NEW CONC PVMT • 24.6 AC PAVEMENT PER 1/C1 t` = 1' -0'r 1" - 1' -0" TC =25.2 TP -24.7 6.1 DIMENSION POINT OF PARKING CO NC • ENO - TRENCH DRAIN SECTION 5' REAR YARD BUILDING SETBACK (TYP SLOPE ROOF DRAIN ACROSS NORTH FACADE, DAYUGHT TO PARKING LOT 0 NE CORNER. PROPOSED ADDITION SEE ARCHITECTURAL FIN FLR ELEV - 24. SW,gLE ...Sa 0.05 SEAL COAT EXISTING GRAVEL BASE TO PROTECT IT. RESHAPE AS NEEDED. PAVE PER DETAIL 2/C1 :13 i , , D D 8.5' - (TYP) -, P d EXIST GRAVEL SURFACE .. _ . s TRENCH EXPANSION DRAIN JOINT MAT. 2" ASPHALT CONCRETE ( COMPACTED DEPTH) ASPHALT CONCRETE PAVEMENT BARRIER CURB 0W =24.5 r4 lie'7rdcrls7 0173:9F VARIES - SOIL RESIDUAL HERBICIDE: 4" MIN, CRUSHED SURFACING BASE COURSE (COMPACTED DEPTH) COMPACTED SUBGRADE TO 957E ASTM 0 -1557 TC =24.5 TP -24.0 i-S ic)" sT- DUSTING SPOT ELEVATION 10' 1fG =25.1 TP =24.6 TP -24.8 EDGE OF NEW CONC PVMT STUB OUT FOR BLDG SEWER TC =24.4 TP =23.9 EXTRUDED CURB WEST, . BARRIER CURB EAST VARIES 1' -0" PSFL EASEMENT BIOFILTRATION To MEDIUM MEDIUM DUTY SLOTTED GRATE `sue \ X420 fG =23.0 MIN, 24.6 MAX Vdvilenri AA01 16 SECTIONS, POLYDRAIN SERIES 010,020,021, & 030 -150 CB W/ QIL/WATER SEPARAtOR PER 2.5.11 MAX - EASEMENT LINE t I . Ye■ CC l . mi x) 1 SITE PLAN TEMP EROSION_ ER KING COUNTY SCALE 1" = 10' EXISTING SOIL/ VEGETATION R -23.4 TYP IE'22.74 5E1 DETAIL 3/C1 4" WIDE CONC. ENCASEMENT ALL AROUND DWS=23.9 4" DIA (CURB BEHIND) PVC BEDDING � i , CONCRETE COMPACT SUBGRADE 95% (TYP) LEGEND At ABBREVIATIONS IPACr MANUAL CONTROL VALVE IMOV MIWUAi DRAIN VALVE OCVA DOUBLE CHiECK VALVE ASSEMBLY CC OUICk COUPLER CB CATCH BASIN TC TOP OF CURB ELEVATION TP TOP OF PAVEMENT ELEVATION S =0.01 SLOPE. IN FEET PER FOOT IFE INVERT ELEVATION CO CLEAN OUT F;, FINISH GRADE ELEVATION AC ASPHALT CONCRETE DVS DESIGN WATER SURFACE CONTROL SILT FENCE S16Dlr' 5.4.3.1 10'X100' EASEMEN FROM PSPL FOR 910F :LTRATION PURPOSES ' 100' PUGET SOUND POWER At _IGHT CC. R.O.W. -ow GRUB GRASSY VEGETATION do ROOTS RESHAPE, SOIL PREP, .k HYOROSEED ' 1000 SF - These piens have been reviewed by the Public Works Department for conformance with current Cite standards. Acceptance Is subiect to errors End c imssions which do not authorize violations of pdcotec standards or ordinances The responsibility for th the adequacy the- design rests totally with oeslgr er. Additions, dele or revisions to the a drawings attar this data will Vold this abc•pplance and will require a resubmittal of revised drawings for subsaquent approval.. - Finns acceptance is subject to r th4 ° uolic Works utilities Ins Date: 4 1 .2.27 1,-____ �S - tJr RA) 7 2 8LF 8" PVC 0 S =0.01 q• 5' 10' 15' 20' 25' ,TRENCH9RfIN • OIL /WATER SEPARATOR - D p CI field inspection by proctor. RECEIVED PR 3 0 1996 1 UKWILA PUBLIC'A/OIRKEI CEMENT CONCRETE BARRIER CURB PER WSDOT F- TC -23.9 TOP OF TEE OPEN TYPE 1 CB W/ SOLID LiD PER WSDOT 9-1 RIM =24.4 W/ FRAME & SCUD LID 8" DIA PVC TEE, OVERFLOW 23.9 8LF, 8" PVC 0 S =0.01 TAPER END TO MATCH SLOPE OF GROUNO - RESTRICTOR PLATE W/ 2 -3/4" DIA ORIFICE IN BOTTOM OF TEE e' • SNOT ails STE PLAN 9601 C:.1 r t 4 deist. and that the Plan Check appr .sect to errors and omissions and a is does not authorize the violation . pied code or ordinance. Receipt c -toes copy of approved plans ackni ,1 Permit No. 1. r r Date Sr. o t .I ,c ^' s of No..-, colt. , taca v i, f' Y SEPARATE PERMIT RE AIRED FOR: =CHANICAL LCTRICAL • UMBING AS PIPING CITY OF TUKWiLA BUILDING DIVISION FILE COPY or RecElvE OF ��VII AUG 2 7 zoo! PERMIT CENTER G� 0 SEP 1 4 2001 4 ks *-.7:04c- 3Is are ;vat of y n- CONCRETE CLASS LOCATION MIN COMPRESSIVE STRENGTH AT 28 DAYS MIN CEMENT CONTENT (94 LB SACKS PER CU YD) MAX W/C RATIO SLUMP (IN) MIN AIR CONTENT (% VOL) A. ALL CONCRETE 4,000 PSI 5 1/2 0.40 3±1" 5 1 /2± 11/2 B. CONTROLLED DENSITY FILL 300 PSI (CDF) 2 STRUCTURAL VOTES FOR BUILDING #7220 RENOVATION CODES AND STANDARDS I. ALL CONSTRUCTION SHALL CONFORM TO THE UNIFORM BUILDING CODE, 1997 EDITION 2. AISC MANUAL OF STEEL CONSTRUCTION, NINTH EDITION. 3. ACI BUILDING CODE REQUIREMENTS FOR THE REINFORCED CONCRETE (ACI 318 -95). 4 ACI 301 -96 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. GENERAL I. ALL DIMENSIONS AND DETAILS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO FABRICATION AND /OR CONSTRUCTION 2 ALL SHOP DRAWINGS FOR THE REINFORCING STEEL AND MISCELLANEOUS STEEL SHALL BE SUBMITTED TO ANC REVIEWED BY THE ENGINEER PRIOR TO FABRICATION. 3. THE STRUCTURAL MODIFICATIONS SHOWN (WALLS, FOUNDATION WORK, ETC.) HAVE BEEN DESIGNED TO WITHSTAND THE DESIGN LOADS WITHOUT EXCEEDING ALLOWABLE STRESSES. CONTRACTOR SHALL TEMPORARILY BRACE INCOMPLETE PARTS OF THE STRUCTURE UNTIL SUCH TIME AS EACH ELEMENT AS A WHOLE IS COMPLETE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPGNS!PILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 5. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE OWNER'S REPRESENTATIVE AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 6 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER. 7. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 8. SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY THE ENGINEER OF RECORD. THEREFORE, THEY MUST BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUT'ONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND RETURNED. SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. LOS/ S aved On Fri 4,9 ;V.) I q/ 7441 /,, And,vson idp Nq,nv. Ci" (2kk); d /kk-l i( 4 00 irifty °;! - 22 dw' kelt.' I STRUCTURAL CONCRETE pLTBLIC "vvORKS D[E]PT. - ENGINEERING- STREETS - WATER- SEWER- PARKS - BUILDING- 'Z * _ 1908 ` 1. ALL CONCRETE WORK SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE STANDARD 301 (ACI 301). 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS.' THE CONTRACTOR SHALL KEEP A COPY ON SITE FOR REFERENCE. 2. ALL STRUCTURAL CONCRETE SHALL HAVE AGGREGATES CONFORMING TO ASTM C 33 AND SHALL HAVE AN APPROVED WATER - REDUCING, NON- AIR - ENTRAINING, ADMIXTURE ADDED AS RECOMMENDED BY THE MANUFACTURER. 3. DESIGN MIXES FOR THE FOLLOWING CLASSES OF CONCRETE, INCORPORATING CEMENT OF ONE BRAND THROUGHOUT, TOGETHER WITH THE REQUIRED ADMIXTURE, SHALL BE PROPORTIONED TO METHOD I OR METHOD 2, PER ACI 301, FOR A SLUMP IN INCHES LESS THAN THE MAXIMUM FOR EACH CLASS THAT IS TABULATED. THE MIXES SHALL BE TESTED AND APPROVED PRIOR TO USE. THE MAXIMUM ALLOWABLE WATER /CEMENT (W /C) RATIO FOR CONCRETE CLASSES INDICATED ABOVE SHALL ACCOUNT FOR WATER FROM ALL SOURCES, INCLUDING ADMIXTURES AND THE MOISTURE CONTENT OF THE FINE AGGREGATE. MIX DESIGNS MAY BE PROPORTIONED ESPECIALLY FOR PUMPING SO AS NOT TO EXCEED THE MAXIMUM SLUMP TABULATED FOR EACH CLASS WHEN MEASURED AT THE FORMS. APPROVED MIX DESIGNS SHALL NOT BE MODIFIED TO SUIT PUMPING BY THE ADDITION OF WATER. 4. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, TYPICAL. WHERE REBARS ARE TO BE WELDED, PROVIDE REBAR CONFORMING TO A706, GRADE 60. 5. NO REINFORCING MAY BE WELDED EXCEPT BY APPROVAL OF THE ENGINEER PRIOR TO CONSTRUCTION. IF, FOR ANY REASON, AN ARC IS CREATED BETWEEN REINFORCING AND WELDING ELECTRODE, THE REINFORCING MUST BE REPLACED. 6. NO EXISTING REINFORCEMENT SHALL BE CUT UNLESS SPECIFICALLY ALLOWED AND SHOWN ON THE DRAWINGS 7. REINFORCING MARKED "CONT" (CONTINUOUS) SHALL BE LAP SPLICED ACCORDING TO ACI -318. STRUCTURAL STEEL ALL STEEL CONSTRUCTION SHALL COMPLY WITH THE CODES AND STANDARDS CONTAINED IN THE AISC MANUAL OF STEEL CONSTRUCTION, NINTH EDITION AND CONFORM TO THE FOLLOWING: CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES: A. AMEND SECTION 3.1 TO READ IN ITS ENTIRETY; "THE CONTRACT DOCUMENTS PROVIDE STRUCTURAL STEEL DESIGN PLANS SHOWING THE CHARACTER OF THE WORK TO BE PERFORMED AND GIVING THE SIZE, SECTION, MATERIAL, GRADE AND LOCATION OF ALL MEMBERS. A LIMITED NUMBER OF DETAILS HAVE BEEN PROVIDED TO INDICATE THE DESIRED APPROACH TO DETAILING IN ORDER TO OBTAIN THE REQUIRED RESULT. THIS APPROACH SHALL BE IMPLEMENTED BY THE FABRICATOR TO PREPARE COMPLETE DETAILED SHOP DRAWINGS. THE FABRICATOR MAY RELY UPON OWNER RESPONSE TO REQUESTS FOR INFORMATION REGARDING INCOMPLETE DETAILS OR DISCREPANCIES WITHIN THE STRUCTURAL DRAWINGS OR BETWEEN STEEL AND OTHER TRADES ". EXPIRES MARCH 15, 2072 IM field bk no tva, 0 B. MEND SECTION 4.2.1 TO DELETE THE SENTENCE THAT READS THIS APPROVAL CONSTITUTES THE OWNER'S ACCEPTANCE OF ALL RESPONSIBILITY FOR THE DESIGN ADEQUACY OF ANY DETAIL CONFIGURATION OF CONNECTIONS DEVELOPED BY THE FABRICATOR AS PART OF HIS PREPARATION OF THESE SHOP DRAWINGS'. STEEL SHAPES AND PLATES ASTM A36, FY = 36 KSI 2. WHERE BOLTED CONNECTIONS ARE INDICATED, THEY SHALL BE MADE WITH 3 /4 -IN. DIAMETER, ASTM A 325, TYPE SC CLASS A BOLTS WI - H HARDENED WASHERS CONFORMING TO THE 'SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A 325 OR A 490 BOLTS', UNLESS OTHERWISE NOTED. 3. WELDS AND ELECTRODES SHALL BE IN ACCORDANCE WITH THE LATEST RECOMMENDATIONS OF AWS AND AISC, SUITABLE TO THE PARTICULAR MATERIALS AND SITUATIONS. USE ONLY E70XX LOW- HYDROGEN ELECTRODES. 4. WELDERS SHALL BE CERTIFIED BY THE WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO). SUBMIT EVIDENCE OF CERTIFICATION. 5. BOLTS SET IN CONCRETE SHALL TYPICALLY CONFORM TO ASTM A307, UNLESS NOTED OTHERWISE. 6. PROVIDE MINIMUM 3/16" FILLET WELD OR 3/16" GROOVE WELD ALL AROUND THE MEMBERS BEING CONNECTED WHERE A WELD IS NOT SPECIFICALLY CALLED OUT. 7. CONTRACTOR TO PROVIDE ERECTION AIDS, AS REQUIRED, TO PERFORM FIELD WELDING WHERE SHOWN. WHEN WELDING IS COMPLETE, REMOVE ERECTION AIDS, PLUG HOLES W/ WELD WHERE APPLICABLE, AND GRIND SMOOTH, TYP. REFER TO AISC FOR OTHER ERECTION AIDS. MASONRY I. ALL MASONRY ELEMENTS SHALL BE REINFORCED SO AS TO QUALIFY AS REINFORCED MASONRY. 2 CONCRETE MASONRY UNITS SHALL BE MEDIUM OR NORMAL WEIGHT HOLLOW UNITS CONFORMING TO ASTM C 90, GRADE N, TYPE I. 3. CONCRETE MASONRY UNITS SHALL BE TESTED ACCORDING TO ASTM METHOD C 140, AND OBTAIN A MINIMUM COMPRESSIVE STRENGTH TO THE UNIT OF 1500 PSI (NET AREA). 4. MORTAR SHALL CONFORM TO ASTM C 270, TYPE S, WITH 1800 -PSI COMPRESSIVE STRENGTH AT 28 DAYS. 5. GROUT SHALL CONFORM TO ASTM C 476, WITH A COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. COARSE AGGREGATE IS TO BE 3/8 IN. MAXIMUM. GROUT SHALL BE A CONSISTENCY SUITABLE FOR PUMPING AND FLOWING INTO ALL VOIDS WITHOUT SEGREGATION. 6. PRISM STRENGTH ASSUMED f'm = 1500 PSI, ALLOWABLE STRESSES REDUCED BY ONE HALF. 7. DEFORMED BAR REINFORCING: ASTM A 615, GRADE 60. 8. THE GROUTING PROCEDURE SHALL BE IN ACCORDANCE WITH LIMITATIONS GIVEN IN UBC TABLE 21 -C. GROUT LIFT SHALL NOT TO EXCEED 4 FT 0 IN. 9. ALL CELLS SHALL BE FULLY GROUTED. TAKE CARE TO KEEP THE VERTICAL CELLS FREE OF DEBRIS. 10. UNLESS OTHERWISE DETAILED OR NOTED ON THE STRUCTURAL DRAWINGS, MASONRY UNITS SHALL BE LAID UP IN ONE -HALF RUNNING BOND WITH ALL INTERSECTIONS OF WALLS MADE BY BONDING THE MASONRY UNITS. CONSULTANTS 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON BERGER /ARAM 98003 -2600 E N G I N S E R S I N C VOICE: (206)431 -2300 FAX: (206)431 -2250 RENOVATIONS SUBMITTALS A. CONCRETE MIX DESIGN hoi- 2:7 1 designed drawn checked proj eng proj dir BJA GLP CCW 2/20/01 2/20/01 2/20/01 2/20/01 2/20/01 8/20/01 ADDENDUM 1 - REPLACE SHEET no date revisions BUILDING #7220 STRUCTURE RENOVATION NOTES SHEET 1 SOUTH 180th STREET GRADE SEPARATION I. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAWCUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. A. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS ANC BEAMS SHALL BE ACCOMPLISHED BY SAWCUTTING OR CORING WHEREVER POSSIBLE, AND AS SHOWN. WHEN SAWCUTTING, CORNERS SHALL INITIALLY BY CORED TO PREVENT OVERCUTTING. B. CCNTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATIONS OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. C. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY DRILLING, IF POSSIBLE. I. THE FOLLOWING ITEMS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF FABRICATION AND WORK ASSOCIATED WITH EACH SUBMITTAL. ALLOW AT LEAST 14 WORKING DAYS FOR THE REVIEW PROCESS FROM THE DAY THE SUBMITTAL IS RECEIVED BY THE ENGINEER. B. CONCRETE SHOP DRAWINGS - INCLUDE PLANS, ELEVATIONS, AND DETAILS OF REINFORCEMENT C. CONCRETE MASONRY UNITS AND MANUFACTURER'S DESCRIPTIVE DATA. D. MASONRY SHOP DRAWINGS - INCLUDE PLANS, ELEVATIONS, AND DETAILS OF WALL REINFORCEMENT, REINFORCING AT ENDS OF WALLS, WALL OPENINGS. BAR SPLICE LOCATIONS SHALL BE SHOWN. SHOW COORDINATION WITH MECHANICAL AND ELECTRICAL SERVICE. E. TEST REPORTS SHOWING MASONRY CEMENT, FIELD TESTING OF MORTAR, FIELD TESTING OF GROUT, AND PRISM TEST F. MISCELLANEOUS STEEL FABRICATION SHOP DRAWINGS G. MANUFACTURER'S DATA SHEET ON ANCHOR ADHESIVES H. SHORING PLAN, IF REQUIRED EXPIRED JAN 10 2003 THE NOTES SHOWN ON THIS SHEET APPLY ONLY TO WORK SHOWN ON DRAWINGS C -24 AND C -25. cpgr SE? y "' (' crry of rUKw , AUG 2 PERMIT cENTEF C22 sheet 22 of 144 job no A00084 scale NO SCALE date 20- Feb -2001 F T 4 >1 O U STRUCTURAL_ NOTES (CONT) SPECIAL INSPECTION A SPECIAL INSPECTOR, REGISTERED BY THE WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO), RESPONSIBLE TO THE OWNER, APPROVED BY THE ENGINEER AND PAID FOR BY THE CONTRACTOR, SHALL PROVIDE CONTINUOUS INSPECTION OF THE CONSTRUCTION- IN ADDITION TO, OR :N ACCORDANCE WITH, THE REQUIREMENTS OF THE UBC CHAPTER 17, THE DUTIES OF A SPECIAL INSPECTOR SHALL INCLUDE, BUT NOT NECESSARILY BE LIMITED TO, THE FOLLOWING: I. FORME: TRUE TO LINE, TIGHT, AND FREE OF DEBRIS. 2. REINFORCING OF THE SIZE AND QUANTITY CALLED FOR ON THE DESIGN DRAWINGS, TIED, BRACED, OR SUPPORTED SECURELY IN POSITION WITH PROPER COVER AND CLEARANCE. RUNWAYS ARE NOT TO BE SUPPORTED OFF REINFORCING. 3. CYLINCER TESTS AT THE RATE OF ONE FOR EACH 50 YAFDS OF CONCRETE PLACED OR FRACTION THEREOF, WITH A MINIMUM OF ONE TEST FOR EACH DAY'S WORK. NOTE: FIVE CYLINDERS ARE REQUIRED FOR EACH TEST. 4. SLUMP: TEST ONE FOR EACH CONCRETE LOAD AT POINT OF DISCHARGE 5. AIR CONTENT: FREQUENT DETERMINATION OF THE ENTRAINED AIR CONTENT SHALL BE MADE AT THE FORMS, ONE TEST FOR EACH THIRD TRUCK MINIMUM. 6. COLLECT DELIVERY TICKETS TO INCLUDE (ALSO TO BE ON TEST REPORT): A. NAME OF CATCH PLANT B. SERIAL NUMBER OF TICKET C. DATE AND TRUCK NUMBER D. NAME OF CONTRACTOR E. SPECIFIC NAME OF JOB F. SPECIFIC DESIGNATION OF CONCRETE (I.E., MIX NO. i 5 SACK) G. AMOUNT OF CONCRETE H. TIME LOADED ON I. TIME OF MIXING I -I /2 HOURS OR 300 REVOLUTIONS MAXIMUM J. SLUMP 7. SEE UBC CHAPTER 17 FOR REQUIRED SPECIAL INSPECTION REPORTING. KW I LA 9ki V U WORKS t EVT L I i N . 1 908 — ENGINEERING— STREETS— WATER— SEWER— PARKS — BUILDING— Las! Sowd on Fri Auo 17 2001 0l 11.•58AM by Anderson File Name: 0. 12000 1A000841(.'Al)l) I dwds i C - ? J dw.y 5j/P o EXPIRES MARCH 15, 2002 by date designed SQ 2/20/01 drawn BJA 2/20/01 checked GLP 2/20/01 proj eng CCW 2/20/01 proj dir GLP 2/20/01 field bk no A,00•4i BERGER /ABAM E N G I NE E R S I N C 4 4 CONSULTANTS 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON 98003 -2600 VOICE: (206)431 -2300 FAX: (206)431 -2250 BUILDING #7220 STRUCTURE RENOVATION NOTES SHEET 2 SOUTH 180th STREET GRADE SEPARATION EXPI RED JAN 10 2003 b otzi I AUG 27 ?001 PERMIT CENTER 0 THE NOTES SHOWN ON THIS SHEET APPLY ONLY TO WORK SHOWN ON DRAWINGS C -24 AND C -25. C23 sheet 23 of 144 {{ job no A00084 A8/20/O1 ADDEMDUM 1 - REPLACE SHEET � -- - -- - - - scale NO SCALE no date, revisions date 20- Feb -2001 / w 0 >14 U DEMOLITION LEGEND O1 DEMO ENTIRE ONE —STORY PORTION OF EXISTING STRUCTURE, INCLUDING CMU WALLS, ROOF FRAMING, CONCRETE FOUNDATION, SLAB —ON —GRADE (S.O.G.), DOORS, AND INTERIOR PRE —FAB STRUCTURE. COORD W/ DWGS C25A —C25C FOR MECH /ELEC MODIF,CATIONS. 0 DEMO CMU WALL & CONCRETE FOUNDATION K1 I:: DEMO CMU COLUMN O DEMO ENTIRE INTERIOR SLAB —ON —GRADE (SOG) AND CONCRETE STEP /HANDRAIL. SAWCUT ® EDGE PRIOR TO DEMOLITION 5 DEMO DOOR (SALVAGE 3' -0" WIDE DOOR FOR RE— INSTALLATION 0 NEW LOCATION. REF DWG C25. O DEMO LIGHT —GAGE PRE — FABRICATED STRUCTURE O DEMO 6 -2x12 ROOF GIRDER AND FRAMING 8 DEMO ROOF JOISTS (2x12 © 16 "OC) AND ALL 2x12 BLOCKING O DEMO TIMBER ROOF STRUCTURE 10 DEMO CONCRETE RAMP SLAB 11 DEMO DOWNSPOUT. PATCH INTERSECTION AT PORTION OF EXIST DOWNSPOUT TO REMAIN. z ao Er 0 I -- w z 0 Li 0 ? 1908 �. in to -H (D (V -H EXIST FOUNDATION BELOW TO REMAIN CMU r HEADER co a) EXIST CMU // WALL, TYP O SIM . SCALE: 1/4" = 1' —O" SCALE: 1 /8" = 1' -0" V 11' -10 "± Los/ Saved on Fri Aug 17 2001 of 12-00°41 by Anderson Fife Nrnne 0 190091 A000841 C400I logs I C - id dwn So ,oh 20' -0 "t 41' -7 "± SIM. 0 0 :3'x3' FOOTING TO REMAIN 16' -0" ////// %1 hire N. PARTIAL PLAN -LEVEL 1 0 Q II/ 0 0 7 4' -0 "± EDGE OF FOOTING BELOW EXIST FOUNDATION BELOW TO REMAIN ', ENLARGED PLAN - LEVEL 1 0" I PUBLIC WORKS DEPT_ — ENGINEERING — STREETS — WATER— SEWER— PARKS — BUILDING— ExPIRES MARCH 15, 2002 DEMOLITION NOTES: I. THESE PLANS, SECTIONS, AND DETAILS REFLECT EXISTING CONDITIONS AS BEST INTERPRETED FROM AVAILABLE PROJECT RECORD DOCUMENTS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO START OF DEMOLITION. 2. DEMOLITION AND /OR DEMOLITION DEBRIS SHALL NOT DAMAGE EXISTING STRUCTURE AND ITS ELEMENTS SHOWN TO REMAIN. IF DAMAGED, ALL REPAIR AND /OR REPLACEMENT COSTS SHALL BE BORNE BY THE CONTRACTOR. 3. ALL DEMOLITION DEBRIS SHALL BE DISPOSED OF PROPERLY AND LEGALLY. 4. THE CONTRACTOR SHALL PROVIDE SHORING AND /OR BRACING AS REQUIRED TO SUPPORT THE EXISTING STRUCTURE DURING DEMOLITION. 5. SAWCUT CMU WALL FULL HEIGHT & DEPTH AT LIMIT OF DEMOLITION. SAWCUT FOUNDATION FULL HEIGHT & DEPTH AT LIMIT OF DEMOLITION. EDGE OF FOUNDATION BELOW designed drawn checked proj eng proj dir field bk no TWO —STORY STRUCTURE TO REMAIN LIMIT OF ONE —STORY BUILDING DEMO. SEE NOTE 5. LIMIT OF FOUNDATION DEMO BELOW, SEE NOTE 5 by SQ AH GLP CCW GLP DETAIL EXIST PAVEMENT, SEE CIVIL DRAWINGS date 2/20/01 2/20/01 2/20/01 2/20/01 2/20/01 SCALE: 3/4" = 1' -0" -H 4" I 3 "± fi c0 1' -3 "f INTERIOR CMU WALL CONSULTANTS '!001.111 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON BERGER /ABAM 98003 - 2600 N Q N E E R S . N C. VOICE: (206)431 -2300 FAX: (206)431 -2250 FOUNDATION TO REMAIN DEMO CMU WALL SEE SECTION SCALE: 3/4" = 1' -0" ROOF OF ONE —STORY BUILDING TO BE DEMO STEP WHERE OCCURS DIMENSIONS SHOWN ARE APPROXIMATE, FIELD VERIFY, TYP 6 "± SOG, SEE 04 LEVEL 1 P re CUT EXIST 5/8 "0 BOLTS, PATCH HOLES CMU WALL BEYOND DEMO SOG LEVEL 1 FOUNDATION WALL BEYOND TO REMAIN 10 "x10" PILASTER TO REMAIN BUILDING #7220 DEMOLITION PLAN SECTIONS AND DETAILS ..071" SOUTH 180th STREET GRADE SEPARATION 3'- 0 "x3' -0" _ FOOTING TO REMAIN EXPIRED 6 3/4" TIMBER COL. TO REMAIN r . 0 SECTION SCALE: 3/4" = 1' -0" JAN 1 0 2003 LEVEL 2 6" OVER 4" SOG FIELD VERIFY SAWCUT 3/4" DEPTH, ALL AROUND DEMO LINE PRIOR TO DEMOLITION. ROUGHEN DEMO SURFACE TO 1/4" AMPLITUDE ALL AROUND w U T,�Y���0 > co 14 2 091 tED 0 cny o AUG 2 fi 2001 PERMIT CENTEp _ C24 _ ___ shee 24 of 44 ob no A00084 8/20/011 ADDEMDUM 1 – REPLACE SHEET scale NO SCALE no date revisions date 20– Feb -2001 NEW 10" S.O.G. L EXIST. CMU WALL, TYP PATCH EXIST HOLES IN CMJ WALL, ALLOW 5 LOC LINTEL 25' -7 "± OPENING EQ Lost Saved on Fri Auq 17 2001 at 12 by Anders»» File Nome. 0. 120001 A00084I CADD I dwos I C -25. dwo Sco/e. 48 F � J J DEMO /PATCH SLAB AS REQUIRED FOR MECH PIPING, COORD W/ MECH DRAWING 6" J L6" 3'- 6 "x7' -0" K.O. FIELD VERIFY PAINT WALL TO MATCH EXTERIOR PAINT COLOR /TYPE Y C 1 SCALE: NONE RE— INSTALL DOOR TO MATCH PRE— EXIST COND'N NEW CMU WALL TO INFILL OPENING PARTIAL PLAN - LEVEL 1 SCALE: SCALE: 1/4" = 1' - 0" EXIST LINTEL, NOTE 4 WALL ELEVATION JA \ 01 I Lq \� 9� PUBLIC WORKS DEPT. — ENGINEERING — STREETS — WATER— SEWER— PARKS — BUILDING— O 1. VERTICAL BARS TO OCCUR © EACH SIDE OF ALL WALL OPENINGS, CORNERS, AND INTERSECTIONS. 2. PROVIDE 2 — #5 AT END CELL OF ALL WALLS AND DOOR JAMBS. 3. ALL CELLS WITH VERTICAL REINF AND ALL LINTELS SHALL BE GROUTED, f'c =2,000 PSI. 4. CONFIRM EXIST LINTEL IS FULLY GROUTED PRIOR TO PROCEEDING WITH DETAILS AS SHOWN. T /EXIST LEVEL 2 BEHIND TYP NEW CMU INFI L WALL #4 © 16" OC VERT, 2 — #5 © 16" OC HORIZ, TYP, UNO OPP HAND NOTE: REFERENCE NOTES ABOVE FOR OTHER INFORMATION NOT SHOWN. EXPIRES MARCH 15, 2002 lb EXIST CMU WALL PROVIDE BOND BEAM W/ LINTEL BARS CONT INTO BOND BEAM, THIS COARSE by date designed SO 2/20/01 drawn AH 2/20/01 checked GLP 2/20/01 proj eng CCW 2/20/01 proj dir GLP 2/20/01 field bk no 00 BERGERIABAM E N O I N E E R S I N C . M EXIST LEDGER EXIST 6 3/4" TIMBER COLUMN 2—#5 © TOP 1 1/2" CLR, TYP EXISTING SOG 2 — #5 TIES W/ 8" EMBED SCALE: NONE #5 CONT DOWEL INTO EXIST FOOTING <0 ENDS, TYP CONSULTANTS 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON 98003 -2600 VOICE: (206)431 -2300 FAX: (206)431 -2250 EXIST CMU 5/8 "0x5" EMBED HILTI HIT ROD W/ HIT HY150 ADHESIVE. PROVIDE VERT SLOT HOLE AT CONNECTION. LINTEL REINFORCING 2 — #5, CONT VERTICAL REINFORCING, ALTERNATE HOOKS If SECTION SCALE: 3/4" = 1' -0" LINTEL REINFORCING FULL MORTAR JOINT #4x4' -6" ® 16" O.C. 2 — #5 © 16" HORIZ IN BOND BEAM UNITS GROUT CELL I SOLID, TYP PAVEMENT, SEE CIVIL DRAWINGS 0 #5 @ 8" O.C. VERT. EA FACE #5 © 8" O.C. HORIZ. EA FACE EXIST SOG 3" CLR, TYP #5 © 12" 0.C. DOWEL 8" INTO EXIST FTG W /HILTI HIT HY150 ADHESIVE, TYP Otw o� o r #4 "B" TIE CP 24" OC, LOCATE © BLOCK BELOW H "A" TIE, TYP I Fi JIIiLwJIrf[F 4" NEW SLAB TO MATCH EXIST IN DEPTH AND REINF EXTENT OF EXCAVATION CDF HILTI SCREEN TUBE W/ HIT HY20 ADHESIVE, TYP #4 "A" TIE © 24" OC #4 CONT, TYP SECTION SCALE: NONE BUILDING #7220 RENOVATION PLAN SECTIONS AND DETAILS SECTION SCALE: 3/4" = 1' -0" 1" 4 "0 ACCESS HOLE FOR TIE INSTALLATION SOUTH 180th STREET GRADE SEPARATION GROUT SOLID NEW CMU INFILL #5x3' -0" © 24" OC, TYP CITY OF , AUG 2 7 2001 PERMIT CENTER 1 #4x3' -0 "x6" EMBED 16" OC, ANCHOR W/ HILT! HIT HY150 ADHESIVE. SPLICE W/ VERT REINF, TYP SEE NOTE 4 —CMU WALL BEYOND 2'-4" o date • • 8" j 10" • %ice \ ' / ��� SLOPE 2% MIN AWAY FROM OPNG 4" CONDUIT SLEEVE, COORD WITH ELECTRICAL. PROVIDE 4— #4x2' -0" AROUND SLEEVE, TYP GROUT 1/2"x1 1/2" BLOCKOUT W /NON— SHRINK GROUT ALONG ENTIRE LENGTH OF LANDING 2 SECTION SCALE: 3/4" = 1' -0" revisions #5, CONT Imo......__.. REFERENCE SECTION 6 FOR DETAILS NOT SHOWN SECTION SCALE: NONE 8/20/01 ADDEMDUM 1 — REPLACE SHEET arr` APPROVED SEP 14 2001 As WTEU 0 C25 sheet 25 of 144 job no A00084 scale NO SCALE date 20— Feb -2001 PLUMBING LEGEND SYMBOL DESCRIPTION COLD WATER (CW) - HOT WATER (HW) --- WASTE OR SANITARY SEWER VENT (V) NATURAL GAS G EXISTING PIPING E GATE VALVE (GV) DQ BUTTERFLY VALVE PRESSURE REDUCING VALVE (PRV) --ij CHECK VALVE (CV) - + BALL VALVE C PIPE DOWN l OI PIPE UP - -IZ-I— BRANCH -TOP CONNECTION I BRANCH- BOTTOM CONNECTION f i-- BRANCH -SIDE CONNECTION i CAP END OF PIPE - --+- FLOW DIRECTION -- FLUSH /SURFACE CLEANOUT (FCO /SCO) O 0 FLOOR DRAIN (FD) PIPE GUIDE TRAP PRIMER WITH ACCESS PANEL ---- REDUCER I STRAINER I —III— UNION FREEZEPROOF WALL HYDRANT (FWH) `✓ GAS COCK AFF ABOVE FINISHED FLOOR BFF BELOW FINISHED FLOOR POC POINT OF CONNECTION MC MECHANICAL CONTRACTOR EC ELECTRICAL CONTRACTOR GC GENERAL CONTRACTOR GENERAL NOTES � � 4 11/4" SCALE: 1/8" = 1' -0" R 111 rEj 11111 . 77i.(Vii4 I 10 \ J PARTIAL PLAN -- MECHANICAL DEMOLITION SCALE: 1/8" = 1' -0" \ PARTIAL PLAN r POC 1. THE DRAWINGS AND DETAILS SHOWN FOR THE EXISTING BUILDING ARE DIAGRAMMATIC IN NATURE AND ARE NOT INTENDED TO REPRESENT AS -BUILT CONDITIONS. EXISTING CONDITIONS ARE REPRESENTED AS COMPLETE AS POSSIBLE, BUT FIELD VERIFICATION MAY BE NECESSARY. 2. THE RELOCATED GAS -FIRED UNIT HEATER MODEL #: RcZNOR CEEXL75. INPUT = 75,000 BTU /H; OUTPUT = 60,000 BTU /H. 3. ABOVE GROUND DOMESTIC WATER PIPING TO BE TYPE "L" COPPER. BELOW GROUND SHALL BE TYPE "K" COPPER. —S G .- � T —1 4 -1 PL.�BLIC WORKS L EPT- -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- is / EXISTING GAS -FIRED HOT WATER HEATER EXISTING ELECTRIC HOT WATER HEATER a I r G� \i 44• UP TO EXISTING FURNAC ON SECOND 2"L6) FLOOR 6 44•® cSto 6" WASTE) 8 MECHANICAL REVISIONS 6. ALL VALVES TO COMPLY WITH ANSI REQUIREMENTS. designed drown checked proj dir field bk no by AH AH CC proj eng AH dote e w tooNi DEMOLITION NOTES ® EXISTING GAS METER TO BE RELOCATED. GAS PIPING SHALL BE REMOVED WHERE INDICATED ON PLANS. 40 EXISTING GAS FIRED UNIT HEATER TO BE RELOCATED. ASSOCIATED FLUE AND DUCTING SHALL BE REMOVED. O EXISTING VENT PIPING AND ROOF VENT TO BE REMOVED. O EXISTING MECHANICAL AIR FILTER UNIT TO BE REMOVED. ® EXISTING FLOOR DRAINS TO BE REMOVED. ® WASTE PIPING TO BE REMOVED WHERE INDICATED ON PLANS. O7 DOMESTIC COLD WATER HEADER ASSEMBLY SHALL BE RELOCATED. DOMESTIC COLD WATER PIPING FROM THE HEADER SHALL BE REMOVED WHERE INDICATED ON PLANS. ® EXISTING PIPE HEADER TO REMAIN. ® EXISTING PLUMBING FIXTURES TO REMAIN. 10 EXISTING HOSE BIBB TO BE REMOVED. CONSTRUCTION NOTES O1 RELOCATED GAS -FIRED UNIT HEATER SHALL BE SUSPENDED FROM STRUCTURE. ® RELOCATED GAS METER AND REGULATOR. VERIFY PRESSURE AND VOLUME WITH RANDY BUSCH AT PUGET SOUND ENERGY (425) 462 -3965. CONTRACTOR IS RESPONSIBLE FOR CONTACTING GAS COMPANY FOR COORDINATION REQUIREMENTS. ® RELOCATED COLD WATER HEADER. RECONNECT EXISTING PIPING AND NEW SERVICE PIPING AS SHOWN ON THE "WATER SERVICE DIAGRAM" DETAIL, THIS SHEET. ® SEE CIVIL DRAWINGS FOR CONTINUATION OF UTILITIES. ® 4" FLUE UP TO ROOF CAP. SEE "FLUE THROUGH ROOF" DETAIL, THIS SHEET. COORDINATE EXACT LOCATION OF FLUE WITH EXISTING STRUCTURE. ® EXISTING PIPE SIZES SHOWN ARE APPROXIMATE. FIELD VERIFY EXACT SIZE. NOTE: SURFACE CLEANOUT (SCO) SHALL COMPLY WITH CITY OF RENTON STANDARDS. 16" SQUARE CONCRETE PAD TROWEL SMOOTH AND EDGE 1/8" BEND IF CLEANOUT OCCURS AT END OF LINE TYPICAL BELOW GRADE WASTE PIPE COUPLING 4. ALL DOMESTIC WATER PIPING SHALL BE FLUSHED AND CHLORINATED TO REMOVE ALL DIRT AND BACTERIA. 5, ALL PIPING SUPPORTS SHALL BE IN ACCORDANCE WITH STANDARD MSS SP -89, MSS SP -69, UPC AND UMC. HEATING VENTILATION AND AIR CONDITIONING EQUIPMENT WHERE SUSPENDED FROM STRUCTURE SHALL BE SUPPORTED PER SMACNA HVAC DUCT CONSTRUCTION STANDARDS. 7. ALL ABOVE GROUND SOIL, WASTE AND VENT PIPING SHALL BE HUBLESS CAST IRON PIPE AND FITTINGS AND STAINLESS STEEL COUPLINGS WITH NEOPRENE GASKETS CONFORMING TO ASTM C -564 AND FEDERAL SPECIFICATION UWP -801. CLEAN TO GRADE (SCO) DETAIL DIAGRAMMATIC CONSULTANTS 1 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON BERGER /ABAM 98003 -2600 F N 3 1 A! E II S I N C VOICE: (206)431 -2300 FAX: (206)431 -2250 6 " i a BRASS CLEANOUT PLUG W /COUNTER SUNK HEAD. FINISHED FLOOR WASTE LINE. 1/8" PVC BEND PVC WASTE LINE LENGTH TO SUIT. EXISTING RELOCATED COLD WATER HEADER TO BE RECONNECTED TO EXISTING COLD WATER PIPING THAT SERVES THE BUILDING. FINISHED FLOOR CONNECT TO EXISTING CW PIPING 8. ALL SOIL, WASTE, AND VENT PIPING BELOW GROUND SHALL BE PVC PIPING CONFORMING TO ANSI /ASTM D 2665 -94. FITTINGS SHALL COMPLY WITH CURRENT UPC. 9. NATURAL GAS PIPING SHALL MEET REQUIREMENTS OF ASTM A 53 -87b. 10. GAS FITTINGS SHALL BE WELDED FORGED STEEL OF ASTM A 234 -87 OR STANDARD WEIGHT MALLEABLE IRON SCREWED. 11. MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE SERVING UTILITY. BLDG #7220 MECHANICAL FLOOR PLAN eio)tite .1 0 ton WATER SERVICE DIAGRAMMATIC SOUTH 180th STREET GRADE SEPARATION 24" MIN SHEATHING DOUBLE WALL FLUE NOTE: VERIFY PITCH OF ROOF I I' AND PROVIDE BLOCKING ` + AND FLASHING AS REQ'D CEILING no L LF .0 GV DIAGRAM 1 1 ti - - FLUE CAP W /DAMPER FLUE THRU ROOF DETAIL NOT TO SCALE EXPIRES mlb 21 02 Z71 POC TO EXISTING CW HEADER PIPE SLEEVE (TYPICAL) FOR CONTINUATION SEE CIVIL PLANS BOTTOM OF FLUE CAP SHALL BE 2' -0" MINIMUM WITHIN 10' -0" ABOVE ANY ROOF - NON- HARDENING CAULK FLASHING ESCUTCHEON PAINT TO MATCH CEILING RECEIVED CITY OF TUKWILA AUG 2 7 2001 PERMIT CENTER 2" MIN. CLEAR ADDEMDUM 1 — NEW SHEET revisions TO EXISTING CW PIPING Cti`( 01 O SEP 14 2001 DINGD INS MI MI DILL ENGINEERS, INC. 6021 12TH SI,+ttl E, SUE 200 TACOMA, WA 98424 ( ) 9224448 FAX (253) 922-0888 2100 5TH AYE., SUITE 200 SEATTLE, WA 98181 (208) 4063975 FAX (208) 406. - 76 1001 EASTSIOE STREET, SUITE C OLYMPIA. WA 98057 (380) 7054685 FAX (980) 9438837 M1 sheet25Aof 144 job no A00084 scale AS SHOWN dote 16 -AUG -2001 PANEL PA 3 0 4 WIRE 120/ 208 VOLTS 100A MAIN LUGS ONLY SURFACE MOUNT 30 POLES TOP FEED 10000 AIC MIN ELECTRICAL LEGEND SYMBOL DESCRIPTION CIRC. BRKR. A B C CIRC. BRKR. RACEWAY CONCEALED IN WALL OR CEILING CIRCUIT DIRECTORY INDICATES EXISTING TO BE RETAINED FOR ALL DEVICES 632 LIGHTS - 1ST FLOOR HOMERUN TO PANEL 1P-20A RECESSED FLUORESCENT LIGHT FIXTURE 1P-20A RACEWAY CONCEALED UNDERGROUND OR UNDER FLOOR RECEPTACLES - 1ST FLOOR SURFACE OR PENDANT MOUNT FLUORESCENT UGHT FIXTURE 534 LIGHTS - 2ND FLOOR FLEXIBLE CONDUIT n El e G63 iggDz; WALL MOUNT H.I.D. UGHT FIXTURE • GROUNDING SYSTEM PER CODE INCANDESCENT UGHT FIXTURE RECEPTACLES - 1ST FLOOR JUNCTION BOX - SIZE PER CODE WALL MOUNTED INCANDESCENT UGHT FIXTURE LIGHT- EXTERIOR MOTOR CONNECTION 1P-20A SINGLE POLE SWITCH 6 DISCONNECT SWITCH 900 4500 WATER HEATER 7 2P MULTI - GANGED SWITCH O 8 ELECTRICAL METER THERMOSTAT 9 120/208 VOLT PANELBOARD (OR AT RATED VOLTAGE AS NOTED) SMOKE DETECTOR WITH BASE • 1P-20A NM RECEPTACLES - 2ND FLOOR EXISTING MAIN DISTRIBUTION BOARD TO BE RETAINED PULL STATION - MOUNT AT +48" AFF fl 3P TELEPHONE PEDESTAL COMBINATION HORN /STROBE - MOUNT AT +80' AFF OR fi BELOW CEIUNG, WHICHEVER IS LOWER • 1P -20A BM RECEPTACLES -2ND FLOOR UTILITY VAULT (P INDICATES POWER, T INDICATES TELEPHONE) COMBINATION BELL /STROBE - EXTERIOR RATED PUMP 13 • DUPLEX RECEPTACLE • 14 FURNACE - 2ND FLOOR TRANSFORMER 15 DUPLEX RECEPTACLE (C INDICATES CEILING MOUNT) 0 CONSTRUCTION NOTES 1 P -30A 16 W W INDICATES WEATHERPROOF FOR ALL DEVICES, PROVIDE LOCKING COVER ON RECEPTACLES. SPECIAL PURPOSE OUTLET - i PHASE OUTLET WITH DUPLEX RECEPTACLE IN SINGLE BOX SPACE ONLY 17 KEYPAD L- - ==J yy DASHED INDICATES EXISTING TO BE REMOVED FOR ALL DEVICES • 1P-20A 18 UNIT HEATER FIRE ALARM CONTROL PANEL PANEL PA 3 0 4 WIRE 120/ 208 VOLTS 100A MAIN LUGS ONLY SURFACE MOUNT 30 POLES TOP FEED 10000 AIC MIN LOAD CIRCUIT DIRECTORY CIR. NO. CIRC. BRKR. A B C CIRC. BRKR. CIR. NO. CIRCUIT DIRECTORY LOAD 632 LIGHTS - 1ST FLOOR 1 1P-20A • 1P-20A 2 RECEPTACLES - 1ST FLOOR 720 534 LIGHTS - 2ND FLOOR 3 1P-20A • 1P-20A 4 RECEPTACLES - 1ST FLOOR 720 88 LIGHT- EXTERIOR 5 1P-20A • 1P-20A 6 RECEPTACLES - 2ND FLOOR 900 4500 WATER HEATER 7 2P • 1P-20A 8 RECEPTACLES - 2ND FLOOR 900 9 3OA • 1P-20A 10 RECEPTACLES - 2ND FLOOR 900 11 3P • 1P -20A 12 RECEPTACLES -2ND FLOOR 900 2710 PUMP 13 • 1P-20A 14 FURNACE - 2ND FLOOR 1130 15 20A • 1 P -30A 16 AC UNIT- 2ND FLOOR 1600 SPACE ONLY 17 • 1P-20A 18 UNIT HEATER 670 SPACE ONLY 19 • 1P-20A 20 SPARE SPACE ONLY 21 • 1P-20A 22 SPARE SPACE ONLY 23 • 1P-20A 24 SPARE SPACE ONLY 25 • 26 SPACE ONLY SPACE ONLY 27 • 28 SPACE ONLY SPACE ONLY 29 • 30 SPACE ONLY 8464 TOTAL VA= 16,904 CURRENT 47.0 AMPS DIVERSITY % DEMAND VA= 17,218 DEMAND CURRENT 47.8 AMPS 8440 4" PVC CONDUIT ONLY TO EXISTING POWER VAULT BY CONTRACTOR. CONDUCTORS BY UTILITY. 0 I PAD MOUNT TRANSFORMER TO BE RELOCATED BY UTILITY CO. SECONDARY TERMINATIONS BY UTILITY CO. ALL TRENCHING, BACKFILL AND COMPACTION BY CONTRACTOR. VAULT BY UTILITY CO. TRENCHING BY CONTRACTOR. CONTRACTOR TO PROVIDE CONDUIT & TRENCHING FOR ALL UTILITIES. (4" PVC FOR PHONE, 4" GRS FOR PRIMARY POWER) SEE ALSO RISER DIAGRAM. EXISTING HANDHOLE TO BE REMOVED BY CONTRACTOR. SCALE: 1" = 20' -0" EXISTING CT ENCLOSURE, CONDUCTORS, CONDUITS, AND METER ( ) TO REMAIN. NEW (1) 4" GRS CONDUIT WITH (4) #500 MCM THW —CU. DIAGRAMATIC —NEW LOCATION OF TRANSFORMER. COORDINATE WITH PUGET SOUND ENERGY • \ ■\ \ \i,- 0 ELECTRICAL SITE PLAN POWER RISER DIAGRAM 0 — ENGINEERING — STREETS— WATER— SEWER— PARKS — BUILDING— PUBLIC - WORKS DEPT. T MAIN PANEL TO REMAIN 0 EXISTING PAD -MOUNT TRANSFORMER TO BE RELOCATED BY UTILITY. FOR MORE INFORMATION, CONTACT BRIAN SWART WITH PUGET SOUND ENERGY AT (253)395 -6839. EXISTING 400A MAIN PANEL TO REMAIN. MAIN PANEL h >i EXISTING ELECTRICAL CONDUIT. CONTRACTOR TO PULL EXISTING CONDUCTORS AND ABANDON CONDUIT. T NEW BRANCH PANEL 'PA' (1) 2" EMT CONDUIT WITH (4) #1 THW -CU. designed drawn checked proj eng proj dir field bk no by RAA TPO BAN BAN PHONE VAULT AND SERVICE BY OTHERS. EXISTING CONDUIT AND CONDUCTORS TO BE REMOVED BY CONTRACTOR. EXISTING BRANCH PANEL 1. TO BE REMOVED date DEAD FRONT, 100% NEUTRAL (SQUARE D, GE OR ITE) COMPLETE WITH NAMEPLATE & GROUND PER CODE. BERGERIABAM E N 3 I N S N R S I N C . CONSULTANTS 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON 98003 -2600 VOICE: (206)431 -2300 FAX: (206)431 -2250 ei•e't « ° zp03 BLDG #7220 ELECTRICAL LEGEND, SITE PLAN AND RISER DIAGRAM SOUTH 180th STREET GRADE SEPARATION 1 /20/01 no date I EXPIRES 09/25/02 I ADDEMDUM 1 — NEW SHEET revisions aV� WPROVE SEP 14 2001 ps WA LD oAa� D C/7y OF E(�ED T��La AUG 272001 PERMIT CENTER INS -- aLL ENGINEERS, INC. 8021 12TH STREET E, SURE 200 TACOMA. WA 984 (253) 922-0446 FAX (263) 922-0898 2100 5TH AVE.. SUITE 200 SEATTLE, WA 98181 (206) 406.3075 FAX (208) 4063976 1001 EASTSIDE STREET, SURE C OLYMPIA, WA 98057 (380) 706 -2685 FAX (360) 94341837 El sheet 254; of 144 Job no 201 -108 O U scale AS SHOWN date 16 -AUG -2001 \ \\\\\N / �A 1 4 l_ t _ . UNIT HEATER 120V, 10, ��•.. 670VA HVAC UNIT, LOCATED ON ROOF OF OFFICE I- I I rJ 1 . 1 --. 1 I \ I `. I f C II L - PUMP 208V, 30 �- BEAM 4E r - - 1 I- r. i ® I 7 - TELEPHONE BACKBOARD - r y' (I L_J NEW 4" PVC i TELEPHONE r T 1 --I 1 L ..__ c , RECEPTACLE FOR CI LIGHTING FIXTURE. \ ON CEILING (TYPICAL 6). ✓ -r L 1 r 'C TO F, T i i4NEW 100A BRANCH PANEL 'PA' r � 0 r � L_ P E r \ •WATER HEATER 4.5KW, 240V, 10 r \ / \ / \ / \ / \ / \/ F -- i 'I C / \ / \ if i / \ / \ I / \ PUBLIC WORKS DEPT. -ENGINEERING- STREETS- WATER- SEWER-PARKS-BUILDING- z i SEWER-PARKS-BUILDING- designed drawn checked proj eng proj dir field bk no PARTIAL PLAN -LEVEL 1 SCALE: 1/4" = 1' -0" PARTIAL PLAN 1' -0" by RAA TPO BAN BAN date AIR CONDITIONING UNIT MAX 30 AMP, 120V, 10 40 411111 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON BERGER /ABAM 98003 -2600 VOICE: (206)431 -2300 FAX: (206)431 -2250 , 0 i N E E H 8 I N C. CONSTRUCTION NOTES a DEVICES LOCATED ON OVERHEAD BEAM. ® EXISTING BELL WITH STROBE. TO BE RELOCATED AS INDICATED. RECONNECT TO FIRE ALARM PANEL. 0 CONTRACTOR TO REMOVE ALL EXISTING LIGHTING FIXTURES, RECEPTACLES, DEVICES, WIRES, AND CONDUIT IN THIS AREA. ® CONTRACTOR TO REMOVE EXISTING CONDUCTORS AND ABANDON EXISTING CONDUIT. ® CONTRACTOR TO REMOVE EXISTING DEVICE AND ALL RELATED CONDUIT, CONDUCTORS, AND BOXES. © CONNECT EXISTING DEVICES TO NEW PANEL AS INDICATED ON PANEL SCHEDULE FOR RECEPTACLES, WIRE 6 MAX. ON ONE 20AMP CIRCUIT. O7 PROVIDE NEW HID WALL -PACK FIXTURE (GE# WL 07 S 1 PE) ON NEW EXTERIOR WALL. CONNECT TO LIGHTING CIRCUIT AS REQUIRED. MOUNT AT +10' -O". LEVEL 2 CONSULTANTS 11 13 14 GENERAL NOTES CONTRACTOR TO DISCONNECT EQUIPMENT AND REMOVE ALL CONDUIT, CONDUCTORS, AND RELATED SWITCHES. MECH. EQUIPMENT TO BE REMOVED BY MC. SEE NOTE 4 ON SHEET M1 . CONTRACTOR TO REMOVE EXISTING 200A, 30 POLE BRANCH PANELBOARD. EXISTING KEYPAD. RELOCATE TO NEW EXTERIOR DOOR. INTERCEPT EXISTING CONDUCTORS AND RECONNECT AS REQUIRED. COORDINATE WITH THE OWNER'S VENDOR. EXISTING UNIT HEATER TO BE RELOCATED AS INDICATED, BY MC. CONTRACTOR SHALL DISCONNECT EQUIPMENT AND REMOVE ALL EXISTING CONDUCTORS AND CONDUIT. PROVIDE CONNECTION FOR RELOCATION AS REQUIRED. TELEPHONE DEMARCATION POINT - FIELD VERIFY & MOVE TO NEW TELEPHONE BACKBOARD ON NEW WALL ® GRIDLINE 3. EXTEND UNDERGROUND CONDUIT (4 "PVC) TO NEW BACKBOARD AS REQUIRED. ALL EXISTING PHONE LINES SERVING OFFICES ON SECOND FLOOR & FIRST FLOOR SHALL BE REROUTED & TERMINATED 0 THE NEW BACKBOARD COMPLETE & FUNCTIONAL. COORDINATE WITH QWEST (DENNIS (206)304 -4484) FOR ALL WORK. PROVIDE 4" EMT SLEEVE THRU FOOTING & UP TO TELEPHONE BACKBOARD. SEE STRUCTURE DWGS. RUN OVERHEAD FEEDER TO MAIN PANEL AS PER ONELINE RISER. SEE E 1 FOR LOCATION. EXISTING FIRE ALARM CONTROL PANEL, TO BE RETAINED. (LOCATION APPROXIMATE) TO XFMR EXISTING 400A MAIN PANEL, TO BE RETAINED. , EXISTING CT ENCLOSURE, TO BE RETAINED. "-EXISTING METER, TO BE RETAINED. 1. EXAMINE THE STRUCTURE, BUILDING, AND CONDITIONS UNDER WHICH THE ELECTRICAL WORK IS TO BE INSTALLED FOR CONDITIONS DETRIMENTAL TO PROPER AND TIMELY COMPLETION OF THE WORK. DO NOT PROCEED WITH WORK UNTIL DEFICIENCIES ENCOUNTERED IN INSTALLATION HAVE BEEN CORRECTED. REPORT ANY DELAY OR DIFFICULTIES ENCOUNTERED IN INSTALLATION OF THE ELECTRICAL WORK WHICH MIGHT BE UNSUITABLE TO CONNECT WITH WORK BY TRADES. FAILURE TO REPORT CONDITIONS SHALL CONSTITUTE ACCEPTANCE OF OTHER WORK AS BEING FIT AND PROPER FOR THE INSTALLATION OF THE ELECTRICAL WORK. 2. MAINTAIN CONTINUITY OF EXISTING CIRCUITS OF EQUIPMENT TO REMAIN. CIRCUITS WHICH ARE TO REMAIN BUT WERE DISTURBED DURING DEMOLITION SHALL HAVE CIRCUITS WIRING AND POWER RESTORED BACK TO ORIGINAL CONDITION. 3. PANELBOARD, SIGNALING SYSTEMS, OTHER ELECTRICAL EQUIPMENT FREE STANDING (OR SURFACE MOUNTED), RACEWAY (EXPOSED) AND CONDUCTORS NO LONGER OF SERVICE AS A RESULT OF THIS CONTRACT SHALL BE REMOVED. UNUSED RACEWAYS OR SLEEVES SHALL BE CUT FLUSH AT CEILING, FLOOR OR WALL AND FILLED WITH GROUT. BLDG #7220 ELECTRICAL PLANS AND PANEL SCHEDULE SOUTH 180th STREET GRADE SEPARATION A B /n /01 no E1t� JAN 1 0 2003 I EXPIRES 1911/2&/02 date ADDEMDUM 1 - NEW SHEET revisions aT`I tNlM O 1MJ► SEP 14 2001 es No lip DRS C RECEtVE AUG 2 7 2,10/ PERMIT c ENTEF -- acc ENGINEERS, iNC. 8021 12TH STREET E, SUITE 200 TACOMA, WA 98424 (253) 9220448 FAX (253) 922008 2100 5TH AVE., SUITE 200 SEATTLE, WA 98181 (208) 406.3975 FAX (208) 4063978 1001 EASTBIDE STREET, SURE C OLYMPIA, WA 98057 (380) 7062586 FAX (380) 943.6837 E2 sheet 25C of 144 job no 201 -108 scale AS SHOWN date 16 -RUG -2001 0 I 0 D - GAS HEATER / �A 1 4 l_ t _ . UNIT HEATER 120V, 10, ��•.. 670VA HVAC UNIT, LOCATED ON ROOF OF OFFICE I- I I rJ 1 . 1 --. 1 I \ I `. I f C II L - PUMP 208V, 30 �- BEAM 4E r - - 1 I- r. i ® I 7 - TELEPHONE BACKBOARD - r y' (I L_J NEW 4" PVC i TELEPHONE r T 1 --I 1 L ..__ c , RECEPTACLE FOR CI LIGHTING FIXTURE. \ ON CEILING (TYPICAL 6). ✓ -r L 1 r 'C TO F, T i i4NEW 100A BRANCH PANEL 'PA' r � 0 r � L_ P E r \ •WATER HEATER 4.5KW, 240V, 10 r \ / \ / \ / \ / \ / \/ F -- i 'I C / \ / \ if i / \ / \ I / \ PUBLIC WORKS DEPT. -ENGINEERING- STREETS- WATER- SEWER-PARKS-BUILDING- z i SEWER-PARKS-BUILDING- designed drawn checked proj eng proj dir field bk no PARTIAL PLAN -LEVEL 1 SCALE: 1/4" = 1' -0" PARTIAL PLAN 1' -0" by RAA TPO BAN BAN date AIR CONDITIONING UNIT MAX 30 AMP, 120V, 10 40 411111 33301 9TH AVENUE SOUTH FEDERAL WAY, WASHINGTON BERGER /ABAM 98003 -2600 VOICE: (206)431 -2300 FAX: (206)431 -2250 , 0 i N E E H 8 I N C. CONSTRUCTION NOTES a DEVICES LOCATED ON OVERHEAD BEAM. ® EXISTING BELL WITH STROBE. TO BE RELOCATED AS INDICATED. RECONNECT TO FIRE ALARM PANEL. 0 CONTRACTOR TO REMOVE ALL EXISTING LIGHTING FIXTURES, RECEPTACLES, DEVICES, WIRES, AND CONDUIT IN THIS AREA. ® CONTRACTOR TO REMOVE EXISTING CONDUCTORS AND ABANDON EXISTING CONDUIT. ® CONTRACTOR TO REMOVE EXISTING DEVICE AND ALL RELATED CONDUIT, CONDUCTORS, AND BOXES. © CONNECT EXISTING DEVICES TO NEW PANEL AS INDICATED ON PANEL SCHEDULE FOR RECEPTACLES, WIRE 6 MAX. ON ONE 20AMP CIRCUIT. O7 PROVIDE NEW HID WALL -PACK FIXTURE (GE# WL 07 S 1 PE) ON NEW EXTERIOR WALL. CONNECT TO LIGHTING CIRCUIT AS REQUIRED. MOUNT AT +10' -O". LEVEL 2 CONSULTANTS 11 13 14 GENERAL NOTES CONTRACTOR TO DISCONNECT EQUIPMENT AND REMOVE ALL CONDUIT, CONDUCTORS, AND RELATED SWITCHES. MECH. EQUIPMENT TO BE REMOVED BY MC. SEE NOTE 4 ON SHEET M1 . CONTRACTOR TO REMOVE EXISTING 200A, 30 POLE BRANCH PANELBOARD. EXISTING KEYPAD. RELOCATE TO NEW EXTERIOR DOOR. INTERCEPT EXISTING CONDUCTORS AND RECONNECT AS REQUIRED. COORDINATE WITH THE OWNER'S VENDOR. EXISTING UNIT HEATER TO BE RELOCATED AS INDICATED, BY MC. CONTRACTOR SHALL DISCONNECT EQUIPMENT AND REMOVE ALL EXISTING CONDUCTORS AND CONDUIT. PROVIDE CONNECTION FOR RELOCATION AS REQUIRED. TELEPHONE DEMARCATION POINT - FIELD VERIFY & MOVE TO NEW TELEPHONE BACKBOARD ON NEW WALL ® GRIDLINE 3. EXTEND UNDERGROUND CONDUIT (4 "PVC) TO NEW BACKBOARD AS REQUIRED. ALL EXISTING PHONE LINES SERVING OFFICES ON SECOND FLOOR & FIRST FLOOR SHALL BE REROUTED & TERMINATED 0 THE NEW BACKBOARD COMPLETE & FUNCTIONAL. COORDINATE WITH QWEST (DENNIS (206)304 -4484) FOR ALL WORK. PROVIDE 4" EMT SLEEVE THRU FOOTING & UP TO TELEPHONE BACKBOARD. SEE STRUCTURE DWGS. RUN OVERHEAD FEEDER TO MAIN PANEL AS PER ONELINE RISER. SEE E 1 FOR LOCATION. EXISTING FIRE ALARM CONTROL PANEL, TO BE RETAINED. (LOCATION APPROXIMATE) TO XFMR EXISTING 400A MAIN PANEL, TO BE RETAINED. , EXISTING CT ENCLOSURE, TO BE RETAINED. "-EXISTING METER, TO BE RETAINED. 1. EXAMINE THE STRUCTURE, BUILDING, AND CONDITIONS UNDER WHICH THE ELECTRICAL WORK IS TO BE INSTALLED FOR CONDITIONS DETRIMENTAL TO PROPER AND TIMELY COMPLETION OF THE WORK. DO NOT PROCEED WITH WORK UNTIL DEFICIENCIES ENCOUNTERED IN INSTALLATION HAVE BEEN CORRECTED. REPORT ANY DELAY OR DIFFICULTIES ENCOUNTERED IN INSTALLATION OF THE ELECTRICAL WORK WHICH MIGHT BE UNSUITABLE TO CONNECT WITH WORK BY TRADES. FAILURE TO REPORT CONDITIONS SHALL CONSTITUTE ACCEPTANCE OF OTHER WORK AS BEING FIT AND PROPER FOR THE INSTALLATION OF THE ELECTRICAL WORK. 2. MAINTAIN CONTINUITY OF EXISTING CIRCUITS OF EQUIPMENT TO REMAIN. CIRCUITS WHICH ARE TO REMAIN BUT WERE DISTURBED DURING DEMOLITION SHALL HAVE CIRCUITS WIRING AND POWER RESTORED BACK TO ORIGINAL CONDITION. 3. PANELBOARD, SIGNALING SYSTEMS, OTHER ELECTRICAL EQUIPMENT FREE STANDING (OR SURFACE MOUNTED), RACEWAY (EXPOSED) AND CONDUCTORS NO LONGER OF SERVICE AS A RESULT OF THIS CONTRACT SHALL BE REMOVED. UNUSED RACEWAYS OR SLEEVES SHALL BE CUT FLUSH AT CEILING, FLOOR OR WALL AND FILLED WITH GROUT. BLDG #7220 ELECTRICAL PLANS AND PANEL SCHEDULE SOUTH 180th STREET GRADE SEPARATION A B /n /01 no E1t� JAN 1 0 2003 I EXPIRES 1911/2&/02 date ADDEMDUM 1 - NEW SHEET revisions aT`I tNlM O 1MJ► SEP 14 2001 es No lip DRS C RECEtVE AUG 2 7 2,10/ PERMIT c ENTEF -- acc ENGINEERS, iNC. 8021 12TH STREET E, SUITE 200 TACOMA, WA 98424 (253) 9220448 FAX (253) 922008 2100 5TH AVE., SUITE 200 SEATTLE, WA 98181 (208) 406.3975 FAX (208) 4063978 1001 EASTBIDE STREET, SURE C OLYMPIA, WA 98057 (380) 7062586 FAX (380) 943.6837 E2 sheet 25C of 144 job no 201 -108 scale AS SHOWN date 16 -RUG -2001