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HomeMy WebLinkAboutPermit D02-104 - KING COUNTY METRO SOUTH BASE K.C. SOUTH FACILITIES BUSH SHELTER REFURB. UPGRADE 11911 E. MARGINAL D02 -104 \ -- �.- - ' .., / • c . City of T ukwila 9O8 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Z I • Parcel No.: 1023049066 Permit Number: D02 -104 1." W re Address: 11911 EAST MARGINAL WY S TUKW Issue Date: 10/09/2002 W = Suite No: Permit Expires On: 04/07/2003 U O w D Tenant: g W Name: METRO SOUTH BASE I- A ddress: 11911 EAST MARGINAL WY 5, TUKWILA WA w LL W Owner: 2 Name: METRO ACCOUNTS PAYABLE Phone: Address: SBANNEX- 5432 - 50706- D50314, 821 2ND AVE w d I W , Contact Person: Z I-- N ame: NANCY GORDON Phone: 206 - 684 -1411 F. o Address: 201 S JACKSON ST, MS: KSC -TR -0431 W t- 2 D Contractor: w Name: INDUSTRIAL AIR SYSTEMS INC Phone: o — Address: 17739 15TH AVE NE, SEATTLE, WA — W Contractor License No: INDUSAS099JZ Expiration Date: 09/02/2004 H U LL F- DESCRIPTION OF WORK: W Z RELOATION OF SELECTED SHOP EQUIPMENT; ENLARGING (2) EXISTING OPENINGS IN CMU WALL; REMOVABLE AND U to REPLACEMENT OF PAINT BOOTH; ADDITION OF NEW MIXING TABLE AND NEW SMALL BENCH SPRAY BOOTH. _ O 1- Z Value of Construction: $349,824.00 Fees Collected: $3,954.19 Type of Fire Protection: SPRINKLERS /AFA Uniform Building Code Edition: 1997 \ Type of Construction: Occupancy per UBC: 0025 . Public Works Activities: 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. r ,, ' Landscape Irrigation: N .. ` "' Moving Oversize Load: N Start Time: End Time: ; r ` Sanitary Side Sewer: N 4% - S , Sewer Main Extension: N Private: N Public: N . t . - ! F . i Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N•i,ai ' "�' Water Meter: Channelization / Striping: M * * Continued Next Page * * f' • doc: Devperm D02 -104 Printed: 10 -09 -2002, ' . * g City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Q Permit Center Authorized Signature: �y Q � Q— � Date: /O" 9''d2 w ce 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 6 U ordinances governing this work will be complied with, whether specified herein or not. U 0 co The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws J regulating construction or the performance of work. I am authorized to sign and obtain this development permit. U ~ w 0 Signature: 0 ,r oe, 2: ' at/Ls Date: / 0/5/o _ 2 ua • Print Name: /AAI eY L , p i a F- _ 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 z suspended or abandoned for a period of 180 days from the last inspection. z 0 W uj U 0 - ' W ~ o U i _ 0 I-- z 11 1 k } w!1 I t Of • 741 doc: Devperm D02 -104 Printed: 10- 09- 2002'x.; y... • .: ... P' .:n;n..... . NY1ri6!iM9 u.;alis,._ Sa; -.. .. rx..mauss N..`cw.'.:..lns -:!S s_ , . , . 7 "1PY,t , t '�'1CYf (toot{.'+q'tr 1 - - - i - 1 Y �'�g . , '190s of Tukwla Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS z Parcel No.: 1023049066 Permit Number: D02 -104 ' i l- l- Address: 11911 EAST MARGINAL WY S TUKW Status: ISSUED w Suite No: Applied Date: 04/22/2002 6 • Tenant: METRO SOUTH BASE Issue Date: 10/09/2002 U O N 0 1: ** *BUILDING DEPARTMENT CONDITIONS * ** W I 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. . CO O 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by 2 that agency, including all gas g5 • piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be = a inspected by that agency iF- _ (206- 835 - 1111). z 1- 5: All mechanical work shall be under separate permit issued by the City of Tukwila. Z O 0 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These I uj documents are to be maintained and available until final inspection approval is granted. 0 y ! 7: All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). 0 I — 8: Bolts installed in concrete shall be special inspected (UBC Sec. 1701.5.2). W W • 9: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of I- H appointment of the inspection u- O agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a w Z timely manner. U N Reports shall contain address, project name, permit number and type of inspection being performed. ~ O I- 10: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the Z inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 11: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance 1 rating thereof. 12: 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). 13: 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. 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: t c ,� . <t ac 16: Maintain fire extinguisher coverage throughout. ; ' , �,,7 , 1 7: Clear access to fire extinguishers is required at all times. They n ot be hidden or obstructed. (NFPA 10, 1- 6.5)'` g q Y ma Y �: � 3 : 18: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be �.ab. locked, chained, bolted, . Y,,, , barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) t • ..i, . 19: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged , ''', 0 `; :!, r:; . from inside the tenant 4„;, •'':M space. (UFC 1207.3) 9s, t. " doc: Conditions D02 -104 Printed: 10 -09 -2002 >' 0 :11 . ' Z 4 .- lat- . a.eva ., _ e..,T —,.. .._. .. ..o-f.. .. , Y:.:.:,, :.i:.i c m - 2=1` ! ".i • _.•.� t• ,..4.■SWA, 0.• W � C ity of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 20: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 21: 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 w the Building Code requirements for accessibility. (UFC 1204.1) 22: All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case 6 = of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site o generator set, and the co system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) f 23: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or N u- • adding sprinkler heads. w 24: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation LL. or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written — a approval of the W.S.R.B., H w Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior Z H to submittal to the i— 0 Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) w 25: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and n #1901) U 2 6: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require a '— relocating and /or adding automatic w — fire detectors. c 27: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention u` O Bureau. No work shall commence w Z until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 0 ! 28: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and Tukwila i H Fire Department Job Number available Z to confirm shut down approval. (City Ordinance #1900) 29: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 30: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. \ 31: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 32: These plans were reviewed by Inspector 512. If you have any questions, please call 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 ikr r , regulating construction or the performance of work. 1 1 g /D/?/0,2 e � t � Si nature: ` � � i._ � Date: ` {=� '�� � � Y Print Name: AM C `f Goo r\onJ y y • :. fr`.'7 `iryt Gr "t h .. • jr} doc: Conditions D02 -104 Printed: 10 -09 -2002 1 .:,r: ..t. ..,x. ,, .,..,. .,+. w ^amxnrewrA:vWXyl+itn.y:w,�r0ui his' :. �; Mr, n• ti :n7r!:::«s- .w.,.rr�v.y.+e >neu .., �a•'n9ueu,.Ynte M, n-.i.a .' M « n... ft ,H.a.. ..... n. ...•:..: .. r... v.. ... .. ,nx..a,•,u -.y:-: J� 44 i CITY OF T UKWI LA l' � ; ) l Permit Center Project Number: , y ; , �i 6300 Southcente Blvd., Suite 100 19015 Tukwila, WA 98188 Permit Number: �� n (206) 431 -3670 i V commercial Multi -I (I11ity I ('nant Imhroveinc'nt Alteration P('rrnit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: 1 Value of Construction: {ZINC'► GOI.st4T( ;k/S1-It IACI LITIES S c J41Et -"T6w EE 'cal - i \? ��. " . Site Address (include suite number) City State/Zip: Tax Parcel Number: I ISM E A S T t A A g I►At--- W A Y S. I M I K 1ILA / W A \ 61 IGg t o 2 3o4. -- °(O 4 Property Owner: Phone: _t1.(; OLSN V �ZVMeN GV - 1 WA NSZTAsTI Ot`� (0 6 ) G 6 2y- /t! // Street Address: City State /Zip: Fax #: 2.01 c,011-1}4 3 PC� ST. oN M.S. KSc..CX�17 f e P, VA isIo4 (2o G " x ( `l - / 9 DO Contractor: Phone: — Street Address: City State/Zip: Fax #: Architect: Phone: M 612Rl 4 Pp p I I•1 I (aoc.) (022 6 1450 Street Address: 1 i City State/Zip: Fax #: 1 ocxp LeRc i2P. ST. SLMTE. Z23, S Tt/ NA. 6 1C)121 (2Cx) <022 - 6 14(02 Engineer: Phone: P /kTH :HC;1I 1 pegs t INC 1.4257 4E5I -- 7-13 z Street Address: City State/Zip: Fax #: Q t7 t Eu. - PVEta t NV 11 i , WA leo t2, `425) � s 1-- --/&12._ i z Contact Person: Pl}°n �W /JA ` eQ. �� ^/ �,/ Q /JC V o Cy✓ZI &! ( UJ Street Address: City State/Zip: Fax #: c2a I $oL vrN TAcr`So1) S 7" M:5' S - Tie - D' SC -A, i410 `f (2 04A lo - /900 u) 0 Description of work to be done (please be specific): tze ..00Ameki dF S 'CGD S14OP t�QV IPM W = ENt- X CZ) I�XtS - CitJG &$N(5 1M CMIS WAMA� Favveess ; { cze RAcGmear cc I \1NT to u_ t& xTr}k; Avvrnot c- t4 iN /INN EI l L.5 4 t,teW SNn� e.ENC1h s td(- ecxrr -V; 1.1t7Gt2A W 0 E- 1.Uc �tT�T,ON r W'E PE of t rTit4 t se R.INV- .M, IN eL AL AS . 2 Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital Ce ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office to d ❑ School /College/University Other }�� Z 5 -"fq2 i RicZ , MENT I- a _ Z F. Proposed use: 0 Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑ Hospital El Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office Z O W ❑ School /College/University 73 NN Other A5 5NELTi (2.. �i= L df LAGt 5 H rvie i 2 Q Building Square Feet: � rj 1 SCd}- PT existing No. of Stories: I Area of construction (sq ft): t(7 PV O OH Will there be a change of use? ❑ yes 7 no If yes, extent of change: (Attach additional sheet if necessary) W W H Will there be rack storage? ❑ yes MI no W O W Z Existing fire protection features: 11 sprinklers automatic fire alarm ❑ none ❑ other (specify) 0 i- _ Will there be storage of flammable/combustible hazardous material in the building? , yes ❑ no Z (- Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets APPLICANT WORKS :SITE/CIVIL PLAN REVIEW�OF THE FOLLOWING: . .. (Additional reviews may be:dletermined'by the Public Wvrks, Department) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone in Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 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 n \A/ tp Meter /Exempt #. _ Si 0 Deduct 0 W O ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: 'isai ■ ❑ Miscellaneous Liter 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. 1 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: Ap c io taken by: (initials) . WI 0.2,2- 152, PI EASE SIGN BACK OF APPFICAIION FORM - p � - t 11/30/00 'i Vim clperndr. , rasa awl • 11'I'Ili t ' \ll lll>'lt 11 0//011 /.\(,. ti ) Al.t DRAWINGS TO BE STAMPED BY WASHINGTON STATE 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 H -10). Four (4) sets of working drawings (five(S) sets for structural work), which include : ❑ CEI Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. 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 property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved Z 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use CC W 2 only) 11. Location and gross floor area of existing structure with dimensions and setback U 0 12. Lowest finished floor elevation (if in flood control zone) to p 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). W = 11 J ❑ Floor plan: show location of tenant space with proposed use of each room labeled u) ❑ O 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. Q ❑ ' Vicinity Map showing location of site = d i ... w ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack z layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of z O rack. Structural calculations are required for rack storage eight feet and over. ui ❑ MI Indicate proposed construction of tenant space or addition and walls being demolished v 0 to ■ ❑ in Construction details 0 H • w Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water I– H supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed I O sprinkler system design criteria as identified by the Fire Department. v c ❑ LA Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. t z ❑ J21 SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ 7 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 Publiz 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 ,Washington, a notarized, letter from the property owner authorizing the agent to submit this permit: application and obtain the permit will be this submittal �r �. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF I ' ' PER JURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. 8tl1LDING;OWS1HRII '.} AUTHORI?ED AGENT: . — Signature: y, ad.er)---,- / A? Date: Print name: • • 1 -, . . • P hone' Lvc, 6 -!� //. ' • 270 x • ,266 6 / O Address = ' t City/State/Zip SA CK S ; N Fk JAM- 9 0 y i., ... all 11 /30/00 f y,,, c:pumir,dac + , • I # (4L& Iy `^, i's` + � � g Ci o f Tukw i l a 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z RECEIPT a i. I J U : Parcel No.: 1023049066 Permit Number: D02 -104 U O Address: 11911 EAST MARGINAL WY S TUKW Status: PENDING 0 Suite No: Applied Date: 04/22/2002 W = r Applicant: KING CO SOUTH BASE Issue Date: co u ~ „ . WO 2 QQ �. Receipt No.: R020000529 Payment Amount: 1,555.94 LL Q . Initials: BLH Payment Date: 04/22/2002 01:28 PM = a User ID: ADMIN Balance: $2,398.25 ~ _ I Z 1.- 1-- O . ZI- . Payee: KING COUNTY al ? D p O N , TRANSACTION LIST: .Cit— . Type Method Description = Lii W Amount }- N } Payment Check 4060 1,555.94 u.. Z 0 W O 1- ACCOUNT ITEM LIST: Z Description Account Code Current Pmts ' PLAN CHECK - NONRES 000/345.830 1,555.94 1 ' Total: 1,555.94 , . k *T ? , ,agppp� ,L i f "Sot . !r',.!'t y ,' }- .t. i 17 ' r; {._ ... .. '1,.. it , a , i • doc: Receipt _ ., ,, Printed: 04 -22 -2002 ' x ����,� >, 4. ..._ . ....,.. w , . s,.. •a.....). +.., , 4 :,As 4: -I r. w.fid:.' stayr'iiAl.nd "Walk ; 4.-1," • i,,. .,•ti ,. . ∎c,.. • y: .+ "ik(R9+T . 0,23.~�r0"!n•trfIateset et:T±Xl+:ix 1 ■ g %a City of � ukwlla 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i Z RECEIPT < • r4 Parcel No.: 1023049066 Permit Number: D02-104 -J 0 Address: 11911 EAST MARGINAL WY S TUKW Status: APPROVED co 0 Suite No: Applied Date: 04/22/2002 N W Applicant: METRO SOUTH BASE Issue Date: ' I W , W 0 Receipt No.: R020001462 Payment Amount: 2,398.25 g a • • Initials: SKS Payment Date: 10/09/2002 04:02 PM c d User ID: 1165 Balance: $0.00 W Z F , i WO Payee: KING COUNTY 0 0 N TRANSACTION LIST: O Type Method Description W u Amount H 0 W I Payment Check 869054 2,398.25 - 0 0 0 H ACCOUNT ITEM LIST: Z Description Account Code Current Pmts BUILDING - NONRES 000/322.100 2,393.75 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 2,398.25 rkataip • Tarr ;. `fit =. 1551 its /,ii 7716 TOTAL 2390.25 doc: Receipt Printed: 10 -09 -2002 _ ,� Y M1,�'. is i; ,•, i s:......., . r. .... r.:.. w_ ....r.L- — • • . r.. 'ua1+ �M GVeritir ti MM Mua.ru.vvw ......... ..... ... ._ __ _ .- v-. n.. r. r4M4':'?/AKNaF'wN1,M.NOY /)W7: +�.• 1. M@ti�M.�fi . 1 Y' fi2ti 'P77S`:k "!M!Uktn.s.Yl.y.r...., i 1 7 ._ - -' � � 1 Z ■ i- Z • :., w 0 O INSPECTION RECORD . `' < < co w � Retain a copy with permit , - /O l .( i I N NO. PER i 0. U) U_ CITY OF TUKWILA BUILDING DIVISION i . 2 ° 6300 Southcenter Blvd., #100, Tukwila, WA 98188 206)4 1• -3670 g 1 Project: Type of Insp u- . N\ L 41 1 . Pa Address: Date Called: I ' H W 1 1 I 1 . (k , bai, ,; , A V/o f z Special Instructions: Date Wanted: f a.m: , Z O iceloly (02..s> R equester: ti D 0 I / I Yt.4 Mi`k1 0 • ° Phone No' O N -0Le - cad 4 ca 5 ° W ui s Approved per applicable codes. El Corrections req�.Ti�ed pribr`td approvdl. 7" cf4s, C OMMENTS: t11 Z U= O ~ _ - . ::1!,11,;..,., 7 --) c.....„,.:,4t, Inspect Date: �` � f� - 2.; 2( (- ti:, 0 $47 REINSPECTI EE REO IRED. Prior t o inspection, fee must be r a�N +• .+ paid at X00 Southcep er Blvd., Suite 100. Call to schedule reinspection. T4 Receipt No Date: 'r,r ' 4 M , ,,,I.6,:xi, 44z, .. ° .: Vid. `1 tv,.1 44 es` : / ; u'T.':',41, -*{ 4t`si ', t _ -- - -- r , - . • Z Z t ' 0 INSPECTION RECORD % (.. N W Retain a copy with permit D ` -J I. INSPECTIO NO PER ) . '4,. ' CO u • CITY OF TUKWILA BUILDING DIVISION � :./ �',' . . a ° • 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 g J • Pro' c : Type of Inspection: . r-iya...r u) Address: 1 / ,� 0 to Called: ' _ e frV( J ` � ,` ) , 5- p �I y / ? E. , * Spec ial 9 al Instr t . Instructions: Date Wanted,: , /�i..,, I-- O ' "14j' p•m• W a • l�'� "`" tf w . OAI a_�1 T"L U ° - N OA 1 • t!�� Reques a 2 ; Phone o: O w _ w ((`� ' (� 2 w w 1 corr ections e uir ed r ior�t approval. I ` .. U � Approvedperapplicablecodes. �� q p COMMENTS: W Z 6 ,....c-e_41/_ 40 te i ;xi_ 717'/,/,, , N • . t;S", y l 66 ' / ,. 2,..- i g-----"i r'), 1 •2 dm 4" Li ..., ,...1 \ r: j . ,.,.:.. . . . c • ' ' � 5 4, r Ins pecto Date *" ,,,,, -. ,� '4 _ / lam i r : $47.00 REINSPECTIO) EE REQUIRED. Prior to inspection, fee must e V >75 paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' f Receipt No.: Date: ; 1? Er • tb'T , . 4440 Me. p S3411l�Shw4 ut �.AziyAte Ai•- +t.hyk Az.,rt,*.A:i'i� y. 4.� S� - - - -- — - — - - -- __ • Z = Sp) Q W U INSPECTION RECORD 0 N o Retain a copy with permit w w INSPECTION NO. PE• ' IT S. J = H CITY OF TUKWILA BUILDING DIVISION rio, 'A U) u_ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 W 2 t— Project: /, Type of Inspection: -. / _ g J ,.:. sr , 40' -- 4 "/ 9/8 u. < Address: Date Called: - C! '` // //• / F� „/t�lr//c'' , � . I- _ 4 '. S ecial In tructions: J Date Wanted: ( aa t ' Z 2 : ;. Requester: tL 2 m Phone No: U 0 0— O I_ f Approved per applicable codes. El Corrections required prior to approval. = W $! :: COM TS: u_ 1 lil Z M. k , u..ial,4 rt� t.A, `. ;,31V-) ,.) f -C,R L a, 7 Date: ,, Inspect; . L.. 2 r 3 t sa4 . 2 1 to � t Er: ; $ • • .1 • • R EINSPECTIO FEE REQUIRED. Prior to inspection, fee must be ,, :FIrr LJ i i f paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' tk f Receipt No.: Date: i' . '• ..,,„. :l yWSbznS.iM.S fLUortl155:�'gQ4F *"..#7L�a V , •hi � .... .;.7Li'!I ? vast • .} t. - `r y '.. 'v .k� Jai ' 'i}S' {G ary. :iP 4,1": .v Yn��tb}N�M1M,. ■ z W �..�.. -�•- . -.- =.:' •-•----7 - --,7- --, -^.^ - 7 5 _1 U • INSPECTION RECORD . 6.2 o �/ co W Retain a copy with permit / w = I ' TION NO. PEAT N?. •- }- CITY OF TUKWILA BUILDING DIVISION r b • • W o 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Q 2 Proje�ct• Type of Ins ction: LL Q Address: • Date C Iled• = d //9,N e Xb 9 , re—w4,4 S .C=a3 W Special Instru tions: � J Date Wa ed: „ ;;~) ? 1 � O 3 ..m. ZO Request - '°'" W W f Phone No : Y,tt U N 0I- ■ W —• Approved per applicable codes. Corrections required prior to approval. H U COMMENTS: / ��� LL Z . i % �# z . / '-�OV/ ' I 4: I-� /T ; -c_- ) . i ,.5 P-e.„, , - e"4ft G e \ '6 .4, , ,,,-...,,se---- , ._, iv e 2/ . . .....--- _ - .......r. ..... _ ,, _ t i . 1.' . i. • /.✓ A / ' i/ ! .c ... /1/ . lam... d i } ti, ,,....,..,kr% „ . --: - ,,,:•1,- . .. 4 f Y �� i rl Inspector: Date: w ( ���,f///// . � /yam f 4y 0 $47.00 REINSPECTI FEE REQUIRED. Prior to inspection, fee must be at, i.: paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. :ati, Receipt No.: Date:tifis z . . ,, -;.;,..;,•7 4 ..J , . rt . '.':'';:::,?S;;:':, . t,' - ' .. .a .... " ..... w...... _ ... ... .... ,........ 4 , ,yygg }yyy� `ypv . l :� •!�!•" ., r'Ff'.� ..Qj, t,,i•.�!}Y$�JkM - +'f�s8 %'B1YT"C 1 t . i - Z W - rt -c w.,,, ..,r cam• • -• . - • ._ _ 4 D - J o . O `! IN SP ECTION RE CORD - 0 W R eta i n a copy w perm pc. I 111 i INSPECTION NO. PERMIT Nr,. CITY OF TUKWILA BUILDING DIVISION -0 ' % I Co o i i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 . 2 Pr ct Typ spe tion: u. Q m: e o �a 14 4 eekSAP m f.In . o�iz (�� _ : Address. ! c'{ Date Called: i Gi I-W I < i r Z H Spe�ill Inittuctions: J Dat Wanted: a.m. I— O 1 / 7/0_? 1 ZI— ` i ,t,)O 4/ c kiZ491/ Requester` W u V ��//�� Q UL4 1"�' ',r Phon N • ` N . uJ W 0 Approved -per applicable codes. Corrections required prior to approval. I F COMMENTS: . . .,. LL_ O W Z f )i ,rn ir• %�{ pe.4 .$ . ,,./ mil. 2 r..r /'. /...rte rq S 2/-Z ,. 1 , / 4 e , f-• p---t- S rrid -f ,. 1 a S 1 LJI (- J-7i' ,',,,,,/ . ■ A,---A,,,,e I / r)c),..1-7 /". / 6 rt ‘1 . i 0 " - P 2 / 1 # ..,efr `/(._ . . I, 4114 , , C/r I i s �,.. f � ' !!vii } ;�,�g. �� Y,- 111- :: Y gx-P3t40 Mt Inspector: Date: ' , ' a � f $47.00 REINSPECTIO r EE REQUIRED. Prior to inspe "? ction, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. � `," D No.. ,, I • - - - - -- - — - .. "`,■ 41 z < • , I }- j - z re 2 ui i _ 6 D -J 0 - I 00 - / 1 " ' INSPECTION RECORD r:),Og .. ; co 0 co al , . . —/0 Retain a copy with permit , — X ,SKS LU -J : -. INSPECTION NO. PE IT CO L, • CITY OF TUKWILA BUILDING DIVISION 2 >- ; .s:,.• : 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 Project: Type of Inspecti n: LI_ < . A E 50G/77/ c Fi ./ 110a.g4 ' CO D — a . ,.;:• - - Address , Date Called: I.• ill //9// e /14,4;e6miA /- - 7 -o...? , i Z F. ._ " - Special Instructions: _ ," ..- Date Wanted: 1/4 (2rri „„ ) • I- 0 U.../y •...) / 1 , ,,,.? ..., - ,t.. p.m. LIJ Lu 2 n Requester: n a ( _ 7 : o u) , 2i ' i --.5 - 44e -- ......<6i,-,(7- Phone •c C-g0) 39 - 3(A..55 --- al W 2 0 in Approved per applicable codes. Corrections required prior to approval. ' I- 1 - ' COMMENTS: -, , Z -7 , iii u) "..i:!:: .,,, ' : • - P .- 1 ,- a , #13 A7 el - 75 7 1 " ---- A 0.1 . 0_ pz .e._. -.-,..17;200...v 01- .----„e.....-1-7 / ,.....( ... z : r" , , )i. .,. lik t li"i t e ..' :' 'I' , r; .....r P . :07;:i:; 'eqc 4 . 1 t ', • Da te j2, Ilikr.1 El $4700 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be i ,, ow 0 .. 4 4g1 Of ;, . I—I paid at 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. - c Receipt No Date: -.SOMA 016 1 . ..., :::.; , 4 _. ./ _ ! I fr: 1 ', 777, 77 , 7. 1 7,.. ; ,. ,,, o 4 ,Thir ; 17 ' '17. .. TV.7 777 -' - ---. 1 . . . ' . : ,,,,,, •,,, . . City - of Tukwipi , / s Steven M. Mullet, Mayor t419 . . 4, ...,:\ -- - >c ,'' vT i 0 4r , ult, $3 ' , 0 \ Fa i .Z' ,= Fire Department 1„ • II— Thomas R Keefe, Fire Chief z I ' 1 ***". ............. ..." Ar -I . . .,\ I ., < . 1.- z . „.. w ' 6 m . , TUKWILA FIRE DEPARTMENT , _, 0 • • ' ' FINAL APPROVAL FORM , 00 U) 0 . u) w . . LLJ I . . , . 1 \ - . i -J 1-- . Permit No . 1.) / ;2 . . , • Lti 0 . _J u_ a . . . . . . . . . 1 a . . . • k.. oncs (l . . . , Project Name . . i . i . 1 . • '. . Address I i 1 / i 4'. . ci , tA. S • Suite # ILI uj 2 D ) I . • ' . 0 ,-, CO : , v - . • 0)- .- . • LIJ w . . '.:. ,. . ■., .. - * .., ......,:::.Ilf4...._. „, ...Retain-current :inspection., schedule I- . . . . . . Needs shift inspection IL 17 • ... : Z LU , . . ' . . —I . :Approved without correction notice z r • Approved with correction notice issued . . . • . . \ . '. .. . . .. . . • Sprinklers : ... Fire Alarm : • . . - 'Hood & Duct : • Ha lon : . . . . Monitor: Pre-Fire: • . • . ' Permits: . . . --:-A. . c-., r 7157/ i L L7- ,2 i- 0 3 - ..,,, • Authorized Skgnature Date • • flU4 ' FINALAPP.FRM Rev. 2/19/98 T.F.D. Form F.P. 85 • - --,:.,,.';'''':•:- . . .„ tgP4 ), -,;■*,,,: ,...,. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575•4404 • Fax: 206-575-4439 itigk ; I . _. , ti,, .. ... drawing File: D 02-0104 35mm Drawing #1-23 PROJECT MANUAL Specifications King County Department of Transportation Metro Transit Division South Base Facilities Bus Shelter Refurbishment Process Facilities Upgrade Tukwila, WA 04-10 -2002 Project ..# 701 -1528- 028-02 RECEIVED MenhIt+Patlini , King County Department of ,,<,�,,,� Transportation C ' " °' Q p a Metro Transit Division i1 AI 24 2 . .W r South Base Facilities ,L. � 6M 0 0 . w Bus Shelter Refurbishment Process Facilities N . w 0 Upgrade q? LL FILE COPY co D } „1 jt.. ..x l r+ L�ci•1 r,r. r'i''�i �. �i "+ w Table of Contents �� ��� , ,I :)� 1 z 0 w w Division 0 - Bidding and Contract Conditions 1 D a U U) Division 1 - General Requirements a H 7 - - - .- , 4- / . . - . -.._r I . • materials that visually match existing adjacent surfaces to the fullest extent ;:.„,, - --, ,�,n�,a,. .9,4v-'t possible. 2. Use materials whose installed performance equals or surpasses that of existing ,� , , Y1. " ' materials. r ,;,,, .4 ' • mill . �,cr3uiyl f �kp'.t , f�i ltiai 04/10/02 02050 -1 King County Bid No. Aill" Iii t � .:. .. ,'.. '. ,.. : , • PART 3 - EXECUTION • I - -- • S 1 •,.•. �., .,{ - .: - -..,rte - w ■ • 2.03 FABRICATION A. General: Use connections that maintain structural value of joined pieces. ` 1. Shear and punch metals cleanly and accurately. Remove burrs. = . 2. Weld corners and seams continuously. Use materials and methods that ,H- Z minimize distortion and develop strength and corrosion resistance of base re 2 ~ metals. Obtain fusion without undercut or overlap. Remove welding flux D , ! immediately. Finish exposed welds smooth and blended. U O 3. Fabricate joints that will be exposed to weather in a manner to exclude Cl) w water, or provide weep holes. W = - . - i - ■�r r J 4, ;a' r (At '; i f : }r . 4 ' ! 04/10/02 05500 - 3 King County Bid No. `'°` t _- _ _ . - -..._ .... i i - - - v,rr- - ■ ._i / .• ______ ■ ) - ■ -,, .r R SECTION 06105 MISCELLANEOUS CARPENTRY PART 1 - GENERAL z 1.01 SUMMARY • F Z oC w A. This section includes the following: 6 v • 00 1. Miscellaneous lumber. ` co w 2. Panel products. -J H . ,•. ..r r .a .. , .! , avvkrtY.%t�s«+Sake.Cl ih .1ir � 3r4 'S'+�.,.an. .v,sa,n:.n:.aoerrfx >u �. 7 - - - - - ...r- - t 2. Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in contact with masonry or concrete. 3. Wood framing members less than 18 inches above grade. B. Securely attach carpentry work as indicated and according to applicable codes and : :. g recognized standards. C. Countersink fastener heads on exposed carpentry work and fill holes with wood , . rye . filler. r It M.n A END OF SECTION { �.s 04/10/02 06105 - 2 King County Bid No. `'= �:F s a ,:.. _ +._ % SECTION 06402 C27 (plywood), Exterior Type or Interior Type A. Use fire- retardant- treatment F- formulations that do not bleed through or otherwise adversely affect finishes. Kiln- — Z dry materials after treatment. di co , U B. Fire - retardant particleboard: Panels made from softwood particles and fire- z F- retardant chemicals mixed together at time of panel manufacture with flame- , spread index of 25 or less and smoke - developed index of 25 or less per ASTM E 84. C. Fire- retardant fiberboard: ANSI A208.2 medium- density fiberboard panels made from softwood fibers, synthetic resins and fire- retardant chemicals mixed together at time of panel manufacture with flame - spread index of 25 or less and smoke- ' . developed index of 200 or less per ASTM E 84. ■ 2.04 HARDWARE AND ACCESSORIES A. General: Provide cabinet hardware and accessory materials for a complete - installation of architectural woodwork, except for items indicated as "Door ; -: . i ,;, : , Hardware." y 4 B. Hardware Standard: Comply with BHMA for items indicated by referencing PY Y g , BHMA numbers or items referenced to this standard. �: y { ^ k �Yl:f.� � f -� 1 " C. Frameless Concealed Hinges (European Type): BHMA A156.9, B01602, self-closing. ; ' " �,: g P �'YP) g 4, 4 tkFigyj D. Wire Pulls: Back mounted, 4 inches long, 5/16 inches in diameter. %� ` k r i''" , ii:ki.::;; tX y:wi "'.�. 04/10/02 06402 - 2 King County Bid No. . :kged.rg;; ya,; !3 'N?�I'Rt4'`. tosm ,7, ,..„,„ . , • : . OVA ,,% :n�rlr t`XtA' ert4 .. .. w.......... , .r,,== s•y ,zot .- _ .- _ �. -4 r ` :j�;{'. 5. Laminate Cladding for Exposed Surfaces: High - pressure decorative of grade , ;r :' indicated. k a. Horizontal Surfaces Other Than Tops: HGS. K'j4" b. Vertical Surfaces: VGS. i > S�'i ��P; lira c. Edges: Manufacturer's standard. Ufi'"? { r �, ?} Y��a tc; `ie 1 04/10/02 06402 - 3 King County Bid No '�' °� y . Ut '.lY.?'.'RAC'Z.+tiS rmotyl`:H,.rf...,4ti 91µy.' N'-t- tin- ftPT. 1t,-" 2! k. r! t!gmot09-4.W+-.+,,,,.,,,,, tpi ,.....,. -.. ,....... ........ ,... ........, , ..,. s. - , r`% /./,,41g7l,t0V. '£f 4 4 44k, ■ - �,cr - - .., ::'1t... rd:' .e .cis'., il..,. +^•47 w ..yt4tYxf �i'ns)MSvAar' . ,7' -1 . P' YH.'"7°:?'M:L9.h�YkL .'F. .. . �....., ......... .. _ ..- - rr..•.v.,1 .. is , '1.'.r ".. . rr . k .,.. w'; a, iycC +'.Xd, "k. vYasJ�:r` "y crt' vh' �: Wtyi£,+' r`{ �9e.+ f1. i! '"`f!1'.�.Y?'pc••x <�?'}iy:.,va c t -- - - - - - -- �<I { • • .' ! . ". .,,. . ' >,......,. .,..:•, ^y ;t:,Lu�5 " ..?sw:�h;J.s.k»'.. °1n.1+i/C `fiaiu+': .•YR7a!dC+,sa- t. .,.. ..�Y�wRy......� --.._... .. ...... _. ... _......_..... ..,,.�. .�... ..0 .•w•ex+,tP�.+n4t�x+.vsrK aw+YC` , ,.c:, :,y. x' 'v.`, u' `. ?i- urxec •ca ., !!' a 1 " tl!'dKi'K4'�'Mi M. Vhw.' iw' M+"_+ ��t& Y:Jnti'NRM1�r!ttl+Ai•n!,�^�Ys�o,ft .. .. . .. .. .. ....... .... .. _. _. .. .. . -- - - - (.'.. !h r,A.u., �..r ) , ,.4 G.n :,,, Sa+k4d't2 . �' ✓rs:.it, a 7 � .3V ..��22�����'c- .� :.,ter. .. „ � .. l7aC+ .-Wit � hKh{Yfy,- •y,,yy�. -y +-,. <.. .. .. • ....»....- ..aYXY�Y.:,fi+1riR L.:�JM. ,. 1 _ .- .-- , - -...r - I e., 04 .4.as+roWpattoNeatvyw.,”ar!.rsw,wo owtor"rrnow mu000tMr'lowItfroge + ,'Y±?5?t�' rw vi -tf +k`..Mwrrrrt..,- - -- - ..'t.v..,- 1 - - 4 Y • system limits use to nonsag grade for both opening con 'i;) li , 2.04 MIXING } ` F ' i , . yS .w Ili A. For those products requiring mixing before application, comply with r - {1 through- penetration firestop system manufacturer's written instructions for - y;; accurate proportioning of materials, water (if required), type of mixing equipment, K , 04/10/02 07841- 4 King County Bid No. ;4/1 , g."0, ....,... %11.4 * VS I ,. - - �r , - - . selection of mixer speeds, mixing containers, mixing time, and other items or procedures needed to produce products of uniform quality with optimum performance instructions and published drawings for products and applications indicated. •'�e73. , B. Install forming /damming/backing materials and other accessories of types required to `Fr .rixe_9 'k.V,4 ,' support fill materials during their application and in the position needed to produce 5 :;'.:' cross- sectional shapes and depths required to achieve fire ratings indicated. r ''� } � ;s hf; 1. After installing fill materials, remove combustible forming materials and `��'� other accessories not indicated as permanent components of firestop systems. " °'t P ' #' 4,01:: _ ! , t::;61:-::: 04/10/02 07841 - 5 King County Bid No a 7 . , oo: go ...... i ,,.,...w.Hw,..•....r•. _, .M wy.: w..„.< ,.:,.,....v...„,.MC.,..wv...... w....,„ i ".tYNifr,„phpw';".t++.F".,0,. ., . x...,..,<..., tu,,,nwKw,... <,..< .. .. ...... ... ............. ........._............,,.... ?°7w.Ct , E,,,, t : ' !^ .,1 � j .- . r . 4 • C. Install fill materials for firestop systems by proven techniques to produce the following results: 1. Fill voids and cavities formed by openings, forming materials, accessories, and penetrating items as required to achieve fire- resistance ratings indicated. z 2. Apply materials so they contact and adhere to substrates formed by openings ' = • and penetrating items. w 3. For fill materials that will remain exposed after completing Work, finish to .c .. produce smooth, uniform surfaces that are flush with adjoining finishes. i U O .: ,,. .. .. ... c.... .a..,......,s:r . u e.. , 'is:lL'eLiL1YaN ::'.:eti ±''trtrac�aa.hIh k:P. ..f'�'W�Y:,wrf s:.s.nnwEP, +iur .,,. i .... •,..,,- "".•.,..••,•.,,.••..,, ••..,.,,.>- r• �ytu" vcyr. i�>` Y:! !1{SNIH#e7FHKfip.t!.;�.,`%P`�. . -- - — - – _ - ., '.; ,.. . ..": i::.: i:T -'a' :.Y ..':.'I.t.i il',t {laNll'i'4 �l.n \IV -0C, }s':A1irril <:a 'i ...'(tibir.�.tih4..4i >14�1' }YY�YNhs"�y w .. . .. ... ...... . . .. ...... ... .. ... .. ..... ... ..._...,.........9r ASK .ttiR.kYM4 ^eS,MXA4\.\F1ti.:iFS 7 - - i- -,« i• i ,... . "..'u.. 53u.+. >4a: .:: +. : :. - .,.... i).14,4„/c • vt904•g4m'omawcA,g Wuxi ,sete.4+k4k1=2:WY'NY1.erftilTha IT.IVOS7h Ffktkig ikhfl n Sf.1�.716+.n `}1P'ftg•t9...b • 1 - r , .cr ■ 2.01 ACCESS DOOR AND FRAME A. Available manufacturers: Subject to compliance with requirements, manufacturers -� offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Cesco Products. '.~ t` 2. Karp Associates, Inc. s' om- 3. Nystrom Building Products Co. x s t tiii► --' 4. Williams Brothers Corporation of America. , . 5. Others as approved by King County Project Representative. _� a 2.02 FABRICATION I. y }g � �, p, eAl j;3 At: J.�, .alLtit Y �4 , 04/10/02 08305 -1 King County Bid No 6 , " ' .. .f Y , iaso Y. orri r." wr.ta bhk'w,osoftwk'wt«t • - •... , ., r. , r aN'!opmow.!oow*k tf c. was,. ..J.. o,......K,.., —,oKt vkt .S t - - ■ i - �.cr - 4 l .1'..• \. .. a ..... r. \l.• .'.. • .AOf.! tn. af. tr r, w. r4,¢i °l niY V,•.•,tr•Iil. •uii:': n: A:n. ity x: 1'.'4s4.io6i Rt +` 21§. `1+ ... .. .....• .. .. .. ....... —... . .........r........ - i`l'3 — - - -LA r 1 1 SECTION 09260 GYPSUM BOARD ASSEMBLIES ;: ...,,, ..' .� , ..i ,....rs ., ....'. ..�.^.a:eo., :.K.. , u.., z?. i ,f.:, Aa•.!ar ;� .fada. �r Sriid y... ... .. -:a: n , c,. ,t. ,..r...o-.. «... ... ..... ... ... ..- ..... -..... ... ..... „- _ . , , ., ...« , u u ..rwwtwose;�waw ... --- , - " , •-•:.1" t• , ......: .. , w sN 1 1 7 u n . ., xz , A r,,t .w > ht+ic w *+rSC%'xat!�%ddl✓.s'V , ,nw. +::J+t.Vt+..k'1 t+sr.. ) - J , - - - -kr/ - -- 7 , 7 - - -. ri • . 3.03 APPLYING AND FINISHING PANELS, GENERAL. �, . ,... , lu. ... ..c;,.....:..5,r+,4..;tx.:.:rr s?..�'h.�.t:.r.d h4D „i3.': t',:t.:mue,. �6Y s;..c':C -n .+'nr � . "i "k' +n,.s .HAY ... ,rw >u:.a ..n,.. ..c.... ..An! Y.. rr- ,.........•,..: ,..... - _ ....... ....... ... .... ... ., ..... .,.- v-0kvNn(cC�k:r -.�� .r - .. i - - i t - a x ' SECTION 09900 "`` PAINTING PART 1- GENERAL z 1.01 RELATED DOCUMENTS • H z ce A. Drawings, Bidding and Contract Requirements of the Contract, including the General - Provision apply to this Section. Other Division 1 Sections also apply to this Section. -J U . .. e:•7:t : Yl:.`. :ls Ati: twa` n :... i S:. w: i' xW.: isC' r+ f SM4Mt?Wrt}'Cxf4W%nNi ;',,{p'!M44."y5,Rt1W . M1k' 2N( t : °.Jtt'1,ti}4iNl,,^,yRWay w5l. v.t. • . �&, \„,r+,y,„.„:e. n,. .., .__t ,.n ,... .0 ,,. h•r.... .. 1'' ?4�. W�ili':'{3•'{t:7- vtd'ShYSCSS i - - -- , - v. r/ - - -c 4' 11 I �. {/ 1• «� \1,.: *,k t, ,•1.;..A,: .r . �i. 4s.:. nf.. i..: dJdy dz.,. 1d : r A',R'W.�`b1 f,Nal�Fhl4!e...AF� • q �: : .'!�S .. .�- ., '.. ,l�l. !?I� � ,. r � ■ r eon•.,- „wer- nr- v.•, .._.. k :MS.UY.+Ik••irran- ;rxm,.c:aw.- C. Conduct substrate - moisture content tests using an approved electronic moisture meter. Assure substrate moisture does not exceed industry standards or the manufacturer's recommended minimum moisture content. 3.02 PREPARATION Z A. General: Remove hardware and hardware accessories, plates, machined surfaces, lighting .F Z fixtures, and similar items already installed that are not to be painted. If removal is re } impractical or impossible because of the size or weight of the item, provide surface - applied 6 U ' protection before surface preparation and painting. o 0 o w w J = 1. After completing painting operations in each space or area, reinstall items removed . using workers skilled in the trades involved. w 0 B. Cleaning: Before applying paint or other surface treatments, clean the substrates of Q substances that could impair the bond of the various coatings. Remove oil and grease before cleaning. W Z = ... 1. Schedule cleaning and painting so dust and other contaminants from the cleaning w O. process will not fall on wet, newly painted surfaces. U 0 C. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's p N written instructions for each particular substrate condition and as specified. 0 H w = U I — � 1. Provide barrier coats over incompatible primers or remove and re- prime. u- Ili 2. Cementitious Materials: Prepare concrete, concrete masonry block, cement plaster, N and mineral- fiber - reinforced cement panel surfaces to be painted. Remove V --, efflorescence, chalk, dust, dirt, grease, oils, and release agents. Roughen as required 0 to remove glaze. If hardeners or sealers have been used to improve curing, use mechanical methods of surface preparation. ` a. Use abrasive blast - cleaning methods if recommended by paint manufacturer. b. Determine alkalinity and moisture content of surfaces by performing • appropriate tests. If surfaces are sufficiently alkaline to cause the finish paint _ to blister and burn, correct this condition before application. Do not paint surfaces where moisture is present. _. 3. Galvanized Surfaces: Clean galvanized surfaces with nonpetroleum -based solvents so surface is free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanical or chemical methods as recommended as best practice by primer manufacturer. -� re are as recommended by the paint system " n ,' 4. Other surfaces: Clean and a " prepare P Y 1t manufacturer and the surface preparations required by the Manual. i�i D. Materials Preparation: Mix and prepare paint materials according to manufacturer's b ` f,f P P P g ! instructions. r ,.. 04/10/02 09900 - 4 King County Bid No. _ ...•.utn,oecma,:w ....... .. .......... .. ............. ..,,...., ..,,.. .....,, , :.: n :,�+,r ;'. �'�'i'Al;'�^'h:,, .. �'�? 7 - .- -.,-- S 3.03 APPLICATION A. General: Apply paint according to manufacturer's written instructions. Use applicators and techniques best suited for substrate and type of material being applied. z 1. Paint colors, surface treatments, and finishes are indicated in the schedules. • H • ' 2. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions w C4 2 detrimental to formation of a durable paint film. 3. Provide finish coats that are compatible with primers used. 0 • 4. The term "exposed surfaces" includes areas visible when permanent or built -in w p fixtures, convector covers, covers for finned -tube radiation, grilles, and similar 0 w components are in place. Extend coatings in these areas, as required, to maintain the -I H system integrity and provide desired protection. N u 5. Paint surfaces behind movable equipment and furniture the same as similar exposed . w O .. . ... � ...,.. ,, :,.na•wm+:+w � ^ . !A - .: ,k'1., e� «4.r w�,..?..., .,tYSxxasww.ea, _.. .., ... .. ... ..... _..... ...... .Y. -, • - .,�k i i - , e_ r ■ 1. 3. Spray Equipment: Use airless spray equipment with orifice size as recommended by the manufacturer for the material and texture required. -- r Ael 3.06 PROTECTION %. 3 s Af { r f( A. Protect work of other trades, whether being painted or not, against damage by painting. ,r.'� }.�} Correct damage by cleaning, repairing or replacing, and repainting, as approved by QCM. r'��~,;�`; f •• ' ,-` r r 4 � 1 04/10/02 09900 - 6 King County Bid No F,,,, VA;', 7 4 nom 1. �i: aVKN? M+ e7ou�rYt +'+�W.ar..tFU!`R9uy4iC9!!Y}P t'9+IrK +za.�?;w.n+:MRr'. x¢.• t•ra ,�.,.., ,. ,,*a, -. . . �< r ■ 1, ■ • `' :?� tip' ,_,, , is, Q( • y 5z„ m 3 04/10/02 09900 - 7 King County Bid No. ;. ^ a ,, . , g ty , � ., } y . ., '. Su.M � n ,.. .. .. .. ..._ .......,...:.._,.,• ..r,:av t;y`F'4;tlftftlr�.e`"��i'�" -'i. u, .. ,.. . - - - - - -- • ■ / -- i , ' r ' ' ,l , 04/10/02 11500 - 2 King County Bid No. ' `p, t , , "..r, -. 1 - - --- - - , " 5' r , , , r,• ',tii ....... .., ., „... ,,,,,, . Kl,„,„. ,7,..„..F,,WNay „ l,pt i ..,. . Sk3��diu ■ lie* y �� i; tOidRfiT Kw .,.. H.+u..r - - -- •,i. r S • 1.03 EQUIPMENT INSTALLATION A. Install equipment and systems to allow for adequate maintenance and installation clearances and in accordance with manufacturer's recommendations and all applicable Codes and listings. Bring conflicts between such recommendations -- and drawings to the immediate attention of the King County Project Z Representative before the installation is made. ' H z CC w B. Provide all supports, hangers, anchors, seismic restraints, etc. required for n mounting of mechanical equipment, paint booths and systems and as described in _1 0 • fixtures. Submittal data shall be bound in three ring binders and submitted to f { the King County Project Representative for approval and shall show all pertinent Y- Z rz dimensional and rating data. Submittals shall be complete, and shall include all w work in Division 15. Piecemeal submittals will not be accepted for review. U - 0 1-- 2.02 OPERATING AND MAINTENANCE MANUALS Z A. Furnish operating and maintenance manuals in accordance with Specifications Section 15995. Furnish six bound copies to include the following: 1. Manufacturers, suppliers, contractor, and mechanical subcontractors' .. -.. names, addresses, and phone numbers. 2. Warranty service contractors' names, addresses, and phone numbers (if different from above) . 3. Schedule and description of routine maintenance for each component to include oiling, lubrication, and greasing data and belt sizes, types, and lengths. . 4. Balancing log and test data. 5. Manufacturers' cut sheets and rating tables, including brochures for all ' 4*- submittal items. ,z ` .g ' t •� 'AMA 6. Part numbers of all replaceable items. .� u�;r,r,.' 7. Control diagrams and operation sequence. 8. Written guarantees. '��ti `,{' °, 9. Record drawings corrected and completed.,; 4 r,4� F 2.03 QUALITY ASSURANCE' ? ? z'. 04/10/02 15000 -2 King County Bid No ; - fk't 4 .. �NR , fAn:' cxN`. v} IrJ F. M. i?C7: 1.°+1t1'sNtM.tS a; ^ . fit „ ... ....... . ... ... ... .,. r,; ,r S • • ?; . �` .,I ::: w: 3" ar`l J,. u:" I.: Y` �jl W' r:% iaf2l :lSl ir:lihif3il7'.'.Y,xthibx'S .WI,k!D11.ti .. a oa++ ,v. <SW£�1K?+Nrktllh M ` 7 - - - - ..rte '. .,. ;. :::..:,:,• •; . ::esXri.i {s „Y- •,'tti.:F.) x "�i,sy °l..s.tatrii...;eb'd Yt;h. i;},V'k onv.."y`5.,!r..a+ 7 - - - -• .r t • >..., t. 1. Ti. . . t...N S..'i.,:: 'Sid:W' X11' ill iM(. L ?.. $Ni1ra. M. v' ..: va+erm.mrv,.,...w ... „.. „.:. _s . :...max.. .,.,... t -- : - ...w .n:.vc " � i f 7 - 4 I ',.�L'tC'`?Y"ft'7rtiM.,...,,,, ,2s,,,ra„yv.• ,.. . 4, <,,,,4`, Wig leNtif, L^ct!ae.}f# .. I - .. 7 •- - ,,- , - ;r/ J.yl� � .... �fi o f ;r PART 2 PRODUCTS ,• • 04/10/02 15500-1 King County Bid No. Vrt..ti :, ,. ....w+wr.....,......�wmn„,,,„,. • :•nrcrm,,,,. ,,,„,,?`z., „,.,„,„... Y:w.S...„„ <tM m.; r,,.....,t..!,,,+,..„„„ ialFtn., r ?, •e� _. -. ,. , ; .,,,..„.,:ra......,,,T,„,,,,nau .... . ... .... _. .................�.. .+.asrma. -." Y.,m+.M.!M YN+ H)eWxwGreMk> +ss1�W.+).4akAt rnk4tTitd au' a: ma. 4nx + »r.... ...,............ «,...,...r .. :.....,.,.,,. .lr- <.r/`r.. >V.')J+t7C1•.. 4tiS�5,E!".,+1.;'X7' " t'Q'1.;�.. V -,}'` . 7 -- - • -.f r ■ A ` ' SECTION 15800 ' HEATING, VENTILATING, AND AIR CONDITIONING ; f`.flF14t!Clk3'JT?i4: f'. 5�.wa: � .J1Y.$''N`?.e- .-- .,,.....,, . -.. . ......... ... ... ...........» ,i. .. ,.t .;h ....._ , . — — • ,r- • .-- ' v!/ -. y+ , j .dal ., 04/10/02 15800 -4 King County Bid No. � f • i , k!i4ttb4tlluMR.Y'' '4gri'f} {' N#. YA} S1�i3: E�? FEtl! 4: 7} l!• s�. R*(< Mw'+d:.ruw:.w�..- :,,.u.,.... -. , aa:.w.+w.... P...,, .: aq.. c¢: h* rrriY;`?: i" +s7V; .• f ._� { • SECTION 15950 "°" MECHANICAL CONTROLS PART 1 - GENERAL z _I. '' 1.01 GENERAL REQUIREMENTS w re 2 A. Conform to Specification Section 15000, General Provisions, modifications thereto, _j v • and Division 1 – General Requirements for all work in this section. N a co u.I B. Electronic Direct Digital Temperature Control and energy management system. w H • .' 1.02 DESCRIPTION . w O g5 A. Provide necessary labor, materials, equipment, accessories and services necessary u- < -�� for the complete installation of mechanical control systems in accordance with N a these specifications and drawings. = w ~ 2 z1- 1.03 ACCEPTABLE MANUFACTURER 1– 0 zi– w „_� A. By prior agreement, King County Transit's standard BAS control system is the ? o Siemens Apogee System 600 as provided by the local branch office of Siemens U .) Building Technologies, Landis Division. Contact Siemens at 425.455 -3700 for 0 - pricing and further information. w = 0 1.04 QUALIFICATIONS — O . workable system. '':_ ` :a i:., CZ 04/10/02 15950 -1 King County Bid No. .� '» s .= ?; u ' �c.. nm+ ar..:. �..,:• w. :,:. ue. ru» i.,..,.-...,.,,,. r.,. ,.:..,:r...,•:,u:. „......nn, . I _ - -rte - 4 . • C. The Control Manufacturer shall provide the necessary skilled labor, helpers, materials and equipment to support, coordinate and adjust during the commissioning work (see Section 15995). 1.07 INSTALLATION & QUALITY -. z A. The entire building control system shall be installed by skilled electricians and ' H • control mechanics, all of whom are properly trained and qualified for this work. ce III All wiring shall be installed by this contractor and in accordance with state and l 6 ocal codes and Division 16 of these specifications and applicable national, state � ' and local codes. co p - -, B. Building Automation System (BAS) manufacturer shall do all wiring in connection _I with the automatic control system. All electric wiring shall be in conduit and be N LL . • installed strictly in accordance with local and state codes and the electrical . w O : division of this specification. c < u_Q C. All wiring and conduit shall be concealed in areas with suspended ceilings and N d where other existing wiring and conduit is concealed. H w I D. All temperature control wiring, equipment control wiring and interlock wiring shall i— 0 be provided by the Temperature Control Contractor or his authorized distributor. w w F- 2 n �' '^mq!e�14!4�S!���'"'c..aerss ••. . vNi' A14` 87t+" riR: K8NY9' ' JA�f9R? 7A: Y3SA' P". di�Lnvro'. F. sr�r , ;. , .N.,.y.•,.. , ....,....,.. ...,.....,,,...,.,.... ....,,, ,you, ax., .. .r .. ....... ...., ......... ..., .. ... ,. .. a S�' _ '- �.r- _ . ,. ' • : . TV.! Ax.' MC7.l H', ifCM,•, NCt# F%' Rrt' W{+ N% VP. U. sL iw? M( uY': wTN. vn' M2+•hP}"J+ Wwr.•wi'...nrv.. .a.... .r.. ..•C+FLU= '+Y:•L •• ,'iiL......., ,.. .tv, ..n •.-.... Y . • ..e .., .. .. .. ... .. ..... r2.32n v:.a. .- .............. ...... .. .... i. .. .. ... .: :;•:.?t.. .1...:C... ,^'.+1. �1..:; N�• }'. ^.;'.•$ }it'."rt • - - - - - .•r . 13. Copies of any trend data utilized in building commissioning by the BAS contractor 1.11 WARRANTY - A. The building control system, including all hardware and software components shall be warranted in accordance with Sections 01740 and 00700. Any manufacturing defects arising during this period shall be corrected without cost to the owner. k givt.4 ':, y „ r i . �• L i. II B. In addition to the hardware warranty, the Contractor shall correct any software , s�* sequences that do not meet the specified sequence of operation. Modification or r a 04/10/02 15950 -4 King County Bid No. i a ', • {Yw13:N::Vv %e4. ,e,.a�.iF ; ?.; ..,�. a4 .rri. L' aiFk'c.Y.Mt ?o- fM_tl .:l7Mi'Sdilfk�k.M:Stm�.yyy ti .7 3 '` F!°'} CJ• �* AtiCeIN� .!'7!CN.!✓tTN.1r.'Ik}tVIV.�N': JAM% �kMaC+ NYTfI �! 4^ �Wy' � RMh' S1L:, 4t'L 2n' a�+ �Y�± �. ti. aC{ r lY1J Jt+ �tV1' �' i {•I]�dVJ r.t+•..'.:! tar• >'At`JI•.H�. !�ilY.t , M;a:xtih�Ae ,..... r ,.. t ' ii ' : . y ‘•• •"--- • Ethernet or BACnet /IP (according to Annex J). E. System shall have the capability to be an OLE for Process Control (OPC) Server for dynamic communication with third party systems (OPC Clients) over an Ethernet ' _,.. network. At a minimum, the following must be supported: _ 1. Data Access I vOy ' 2. Alarms & Events "C.,,, 2.03 MANAGEMENT LEVEL NETWORK (MLN) s< AtI« F A. Any PC on the Ethernet Management Level Network shall have transparent . ',4 communication with controllers on the building level networks connected via i'" 'wG viii% { Ethernet, as well as, directly connected building level networks. Any PC shall be �, •,,:; : y,, 1;:'4ai r'' . 4irl: 04/10/02 15950 -5 King County Bid No. t`s.'ja ,�; ; CZ .. Ya' . ..,.. . .. ,. I - e• - ..� i- 4.,,-.r_1.t„•, ,rc..l.kui... .r]wia' tb!:gtrtt.'k'x 1.17 "hilt,(t, t.y!s .. ..:1..a' - •.:9 ....w Z. c V.4,100.t. +n:er: ,, .i:.rii.. .,, w . ,. , - 1.: , * ,n at,•- stn,. { x . 'S .i,.r ", a4W : / - „,- , 4 C. Workstation Software ' establish communication. 8. Isolation shall be provided at all peer -to -peer network terminations, as well as all field point terminations to suppress induced voltage transients ''' `', ` ,, consistent with: i '':.. ti - ; , a. RF- Conducted Immunity (RFCI) per ENV 50141 (IEC 1000 -4 -6) at 3 , x ' ! ' K !!i1 V;; S b. Electro Static Discharge (ESD) Immunity per EN 61000 -4 -2 (IEC ; A 4. 1000 -4 -2) at 8 kV air discharge, 4 kV contact „ „„ c. Electrical Fast Transient (EFT) per EN 61000 -4 -4 (IEC 1000 -4 -4) at A ; s:=..tk: l 500 V signal, 1 kV power x ,. d. Output Circuit Transients per UL 864 (2,400V, 10A, 1.2 Joule max) p :!' , ' -; � ": altib, 04/10/02 : �', :s'4; 15950 -7 King County B id N o. ,. :4,: ;., 4 41111u, i a IZAMMA9k'Sx':L�'!1YtilMMIM.J�t.4_Mbl, ..,:.<r.,d.''.:...... ,,...:' .. ....e.i,. ,.,.. .� lT.ii. =f ..,..«... . ... .. .....w.- rw+ .. - - .., e. Isolation shall be provided at all peer -to -peer panel's AC input terminals to suppress induced voltage transients consistent with: f. IEEE Standard 5874980 g. UL 864 Supply Line Transients h. Voltage Sags, Surge, and Dropout per EN 61000 -4 -11 (EN 1000 -4- Z �.. 11) < �Z 9. In the event of the loss of normal power, there shall be an orderly Ili shutdown of all DDC Controllers to prevent the loss of database or D --' operating system software. Non - volatile memory shall be incorporated for U O . ..; all critical controller configuration data and battery backup shall be co o provided to support the real -time clock and all volatile memory for a w = ---, minimum of 60 days. -J f 10. Upon restoration of normal power, the DDC Controller shall automatically • N 0 + resu full operation without manual intervention. 2 e:# 1wsu nri.. n.nnrw., mr•! vf.. wu. n.. u.,. .u . +>ra .wnra:urnvru , r,m. - ,,.. .,.,,.r.,,•......,.... .,... ,..... ,...:.......,..,y ., : >.r.,..:- r..:, .; a..;,: ..••., i;.,•;•, ,;:y... �",;� ; .5:`.:,.:'n: ^;,tpe;, "4��.n r .. ., .� <. ..,... "f> . '•ti4.h,: f4 .1 �: .. '. 1a . �. :1'.x5> ,. .. . .. ........ ... ... ... .. YAt: ..St ;..M91q .. .. - _ - _ , 10. Automatic Daylight Savings Time Switchover a. The system shall provide automatic time adjustment for switching to /from Daylight Savings Time. 1 {._ y ,, „ ., . 11. Night Setback Control -4 . h. a. The system shall provide the ability to automatically adjust , taw ■iiii- ; set points for night control. • ' a :rE �' ti 4 12. Peak Demand Limiting (PDL) 1,11 i i �a. The PDL program shall limit the consumption of electricity to y � ,.> . prevent electrical peak demand charges. +' .�•, b. PDL shall continuously track the amount of electricity being , r r4..,i consumed, by monitoring one or more electrical kilowatt- • ic 'k''''" "' °' 1 cs ,,,,,, ,41.,v,..4,,,z-,,,,z.,,.,.w 04/10/02 15950 -10 King County Bid No. ; ` ,o f ,, " S ..... ..... ........ :.n.• ....,i.....+'dS•rC:; ra,,.;, ,. ,..k.,.,'o.;. "' • '... . :,, ,, y.,..r >,.;. ^::q ,.y,, t..:^tS "aD+ .i. .,.. `vr )H _y"RTia tA st'3'9: Viimitimalmaisxgrameasallitaffiroswissamatamart ■ r o operator response to critical alarms. A minimum of six priority levels shall - ' be provided for each point. Point priority levels shall be combined with user definable destination categories (PC, printer, DDC Controller, etc.) to , provide full flexibility in defining the handling of system alarms. Each BLN controller shall automatically inhibit the reporting of selected alarms >>=`'ra during system shutdown and start -up. Users shall have the ability to `;, manually inhibit alarm reporting for each point. s : ; ; 21. Alarm reports and messages will be directed to a user - defined list of M1!�rf`; operator devices or PCs based on time (after -hours destinations) or based ' r . on priority. 22. In addition to the point's descriptor and the time and date, the user shall ` ..1',4:10.i:: r, r; ; be able to print, display or store a 200 character alarm message to more , r p� P y g • .. 5 fully describe the alarm condition or direct operator response. <;<c:;;3 - `fi } 04/10/02 15950 -11 King County Bid No gipv 'i . I -, ■ wMb..11�+ ��' A�N' u". wJle[X• Ndh! l?. inAi.'•c eti. rNiYilYVi •FKM.2..;'4SFW./alwl. [•.- ..e!Inw \1Y'.mY.w x • t . 2 r. ` m+,r »..l..l.: ^..',. I.t .tl.� r l 1 .r F.Ln^'�a?'YL4�.*il�h+ -ik'a •uy..M^•: •�Eti "t , . .. .. ... ._... ,..r... -.4 -.C.. — N 1• , . #:. .y.,.;, b„c' ..:•...i..•n.i , c •. ..s`�6z,avc,d,v- .;wit.1 1 ..r,{. .rva :rn ;.• ,:,...,: - r.8", ., -'m i 9.. . "w.»+u ' +"err.'.+ is skr, o s:-, o o-,.:.-, . . „ .�:r..,,,,....*� n .. rw ,. r.< .... «..... -,... _..,...,. ......,, --. .. ,......,.. ,. .... s,x+ ,, .. ...... , ' -. - to a fail -safe position in response to a loss of power. 5. Actuators shall provide a means of manually positioning the output coupling in the absence of power. . 6. Actuators shall not require more than 10VA power draw at any time. • •-- 7. Modulating actuators shall be capable of accepting a 0- l OVdc, 4 -20ma or " .... ` floating point control signal and shall provide an easily readable high ; ,' ., contrast position indicator. 8. All actuators shall be UL873 listed. i4i,q 11'x:-;f. rr .. , D. Low Temperature (Freeze Stat) Detection Thermostats . '�_ 1. Provide low temperature control thermostat, electric type manual reset, non- averaging 20 feet long sensing elements that switch whenever any 6 n'.. ,�uT, i 04/10/02 15950 -14 King County Bid No. - =r,`r �.. t ' inch section or more of any portion senses a temperature as low as the thermostat setpoint as specified in sequences. 2. Provide with two sets of contacts, one for hardwired fan shutdown and one for remote monitoring. 3. Powers ET 141 or approved equal. Z E. Differential Pressure Switches .H w 1. Provide air and liquid differential pressure switches for status of pumps D and fans as called out in sequences and input/output summary. v U O • 2. Diaphragm- operated SPDT snap switch with ranges from .05" W.G to 12.0" N o w.g. for air. Airflow switch shall be Powers SW 141 or approved equal. w = LII —' 3. Liquid switch shall be PENN P74 or equal. -J 2. Switch shall be suitable for duct mounting. Dwyer Series 3000, Ashcroft or approved equal. . • I. Interposing Relays 1. Track mounted SPDT relays (or as required) for all interposing . applications. IDEC or approved equal. . PART 3 - EXECUTION i, 4 . ;10pt ,n„ 3.01 GENERAL "{ A. Install devices, relays, switches, thermostats, sensors, dampers, conduit, wiring, and tubing to provide a complete temperature regulation and control operation i'i il s e ystem. All components of the DDC system shall be installed in an area and in a ; s uJ t way such that the components cannot be damaged or degradated by normal ` enril ' 04 /10/02 15950 -15 King County Bid No. � _r . ' �� a. . , q' iK ss+ lwu}/. LnmxwfiW. 4xwraap:. L" ci9Fnf%" UNYSt` S. +Air:+avn.i.ry:. «.w,y.un,.,._ . .. .. .. ......_.. .... +s ,.a..w.w..- w. «.w<4v .. .. • ... , ... ...... .,...,.,�, . ...... ,.. i. a,.. .. .. ...,, ^i. ^.'.Mv. .. le.,.,c .., . . / 04/10/02 15950 -16 King County Bid No. �t -... .., ..... ..... ...,,....._. ,...., ...c...c,. «- rr- N.,;wn.;.•r�P':5fl�1J;2;N±M KriE7N '�5�'?h�$�= ;N`�^ ".":^}1 ?_"., 4 1 DPS = DIFFERENTIAL PRESSURE SENSOR 9 _ - MOD = MODULATING DAMPER ACTUATOR O I— TS = TEMPERATURE SENSOR Z 3.05 START -UP AND COMMISSIONING A. Upon completion of the installation, the contractor shall initiate operation of the . control system and perform all necessary testing and diagnostics to ensure proper . - -. operation. A formal commissioning procedure shall be utilized to insure complete . system integrity and conformance to these specifications. This procedure shall . consist of two separate steps incorporating point verification and program verification. Commissioning forms shall address all field devices, field controllers, software statements, and software points. The EMCS vendor shall submit, in accordance with Section 01300, for approval a written testing procedure indicating how each of these steps will be accomplished at least two weeks prior to . - -- the start of the commissioning process. .�: a , , B. Verify correct installation and wiring of all points.' i�� r f , {{f' r C. Prior to commissioning the system, submit for approval in accordance with :rxa:r::,. ' . Section 01300, Point Verification Commissioning Forms listing all points for the - z "_ system. At a minimum, the forms shall identify the following information for each , 14.11, ;r , point: w; .ir15'dM f C43 04/10/02 15950 -17 King County :� �,� =�.ti ty Bid No. �.r..��:i ..,...., 1411rbiza , -- _r 4• „, ' 1. Point name 2. Point descriptor 3. Point type (analog /digital, input /output) �..��f'�, 5rf�f1C4` ifl! ntkSRh�fitidi�' v: kr, �d47sJ':fRi'il.'n..•Y'ur•;.nrsv t..tvua.r y...x.r v T��delr7::Jtti.' '••••.•••wr:. .,.n...... ...•v.. ... ••.:•t »' "+(': ... 'Cr : r .rs?.. Y+t ,, en r. .- } ` - - : • \ i . �`ei. .. ,rr.,,.r'�..^y;j.?r.;15 b ,o1:4 i. t. "Kr). sCirs. d.tN. aJt.. k "•ti, .✓ }z±y < ...- r• .... ... ........ r:LF.Pd+.::nTr v ... .,. ,.. ,.. ... .... .. .. ., .. "�dsk e... C.,`ia�:Y >' _ ... . ...........art. ., .. - - - - - • 1:, i., , r• ✓.:., ••.J'::,t.ri +,;.',sltr2 CkH.>s"vEtd Nh n vy .. i n r w ,a a vs ... .._ — ' 0 4.... t...) = 4 .' r , ''. - . .-. ..: ', ii., m -,,•- z 0 t ■-• 0 *<' t./1 -n ' 4::# CJ1 CO t 0 m 0 0 Z cn CD F . 0 0 ' I _ I n 0 = o 4 tcs Fs: e .. • 1 i t NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR T HAN . . 1 '12 ,Y1:11 - —,,.4-- '7 -, _ , "zte=1 . THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. t .' -.- „..... -...---- . -,-. • - ,„t .,..,,,„ ... .. - . 1 . 1 ' 1 -,f " 4 �. : 47' 1 ' } : k. '.;:. ?..:1•.:O i..a:.,.rti. e..:"b.zs::Y:.at'la:' R`ittY,7' lMi `,Y ,MNt V..',[yi•i!W' af.*svP.yrxawu'rt's..nrv.;. -,v ............. ... «.r ., .n.. ...........,..:..• .. ...::..... ... .: ...Ni. +,+ . .....:y..l'nrit:ini y.x[NCN 3i.l. +,vr:S:i:r.r ?.a . ' °4_luxunwn.vs.vae.+ J ` 4 ✓, ..,.t4n:.!;�5- ... .. -... a.%Ini?:w' ,AR , TNk s'14'f: - , .n *x,rr.... rn.c ..,.:h.- ....r,n .... .. _ - -- i " -- I - - .._, - - - -.r_7 - 4 .r,,,,,Nit:...,•,. tril., .:„ 4',,,„,..„ , • O . U;,,,,,1 Sr M'Rva,m ia9:lw:m +:N,% t`i'1. a <w• ^I , 4" n . .:. a x.........._ .... .....v. az..ar.= c.....•. ..,... , u . .. : .. x:L,t.: /14..,r e - - <. �. ,,..: :,,..n: < ... ... Jl+NU1 Vk,1 N. a. +.H < an,�aim... r .M. .,.nw.., .,,. ... ,. i. +•2.r wN1a4 'fah ,. -•,. . i,;• .. .•.,ter 2i. .. fl�'i+., :'a:.iT?htt . .. 1,.ry, ,.V.3LS.�i �t(rN+r� ✓_4. "',W •. .. .s ..e. _ , yti'tf:TM1SYrw✓mV : a+G. 5 .... . -:• r 4 w : r , "t ` 04/10/02 15995 - 6 King County Bid No. ',n ' x ;. .: @�.n+::k+.la4... , t��kr,' kn: rv> xwi ^,+�'•:.,,.m- ,.:...,.,.. r.; cusxw. >:•„ . ,.,..+.,..,,...:..«...,... .. .............r,_. .,..::.... .r „..r,. .;,.•..+,,. r .s ,n. «.L.. ,,. .-., .. , I { r - .. ;:.,, :. .,,. ..r .. =s_..,N ........:, �. te:.wdSiw,'o�.':ft.p %s'rwV<i.. ,.;:wd:F•;a'twvadu; wlLr •• rah. •5,..t :, •,.x n.mn.x,+.axia.nrr.�+r.•:!+n .7arx raw =. a+ onDn* mswu^ uay. wY1.. Yrre :w:awF•...+.h »,,.:•.,,,.,,:s I - - ■ „ .�+M'.f.' feat, nar, CY'r E.` X+ M.". Mrwt :tFi+l.SPn Vfw} wvr... a: r±: r •. +.. .,. ......_...., i.wr.wvwww.n..+e,u.ms.u.n ................ ...s .• —.. .. r t ... .'e5 "::... ....,. ... ..., t::r ■ i - -. ■ 4 ■ . an attached letter explaining a proposed change. Approval of submitted material does not grant deviation from the Contract requirements. Include in ... Bid Sum additional expense resulting from the Contractor's decision to use substitute materials including all costs by other affected crafts. 3. Submit in accordance with Section 01300. z burial depths. Label each drawing as "Record Drawing" with Electrical Contractors' name and date. 2. Drawings and lettering, neat, clean and legible. 3. Order and pay for required sepias from original tracings provided by King County Project Representative at start of project. 4. During progress of work, maintain an accurate record set of the drawings of the installation on project site at all times, locating each circuit precisely by dimension. Work set subject to inspection by King County Project Representative. D. Operation and Maintenance Data: ....mar:: 1. Submit the following prior to final acceptance and Contractor's request for , , ' ,..,1 final payment for Division 16 work, in conformance with the Project Closeout r ; ' wr r requirements of the General Provisions: a. Record Drawings. ; , -, , r .. :. i,r b. Maintenance and Operation Manuals. c. Job completion form (Last page of this section) ''', r,,, � ".., 4, ___ 2. Provide five complete sets of Maintenance and Operation Manuals including, ±'!!!,! but not limited to, the following: „' T' `' v �, 04/10/02 16010 -2 King County Bid No '! .6 '""` q at''14,t-tn - - t ! in or expose to rain, water, dust, dirt or snow. U O N 0 1- 1.06 SEQUENCING AND SCHEDULING = U I- 1:: ' A. Cooperation with Other Crafts: L- p Z .! 1. Cooperate with other crafts and or contacts as may be necessary for the 0 proper execution of the work in the construction of the building. ~O i_ 2. Prior to the installation and connection of the Division 16 work for equipment Z furnished by other Divisions, the Owner, or by other contracts, verify the requirements indicated in Division 16 with the requirements and ' characteristics of the other Divisions, the Owner, and /or other contractors equipment. 3. Obtain wiring or schematic diagrams for confirmation and connections. - Deviations to be brought to the attention of the King County Project . Representative. 4. Consult the Drawings of all other trades or crafts to avoid conflicts with cabinets, equipment, structural members, etc. In general, the Drawings govern, but conflicts shall be resolved with the King County Project Representative prior to rough in. . — B. Safety: In accordance with generally accepted construction practices, the Contractor ' , ` ,• is solely and completely responsible for conditions of the job site, including safety of ,� �, all persons and property during performance of the work. This requirement applies , 4 continuously and is not limited to normal working hours. !' ',i +,� C. Install work in phases to accommodate project requirements during the construction �'IR�; •.., )' period. Coordinate electrical schedule and o erations with King County Project �' �s Representative. p g , q } ' 1.07 WARRANTY ' ;; ' •tix. �i !MAI?, '3 04/10/02 16010 -3 King County Bid No l'ILI M '' .. .. .; ... .. ...... .<..... a ,.... . , j - r , 4 ,. .., .,.(>: .�:� ay., 3.., v... .L;;.NaS:ti.Yt.�41to.+utikr •'r7a:7f tt. y: �•< ."€ N.,'° 7. A' u7WXa' m +rn.+Mrr.•nwavw....r,...n...n;. y�.M- u.u a „.. e ...... .... .... .. e, ........... :. ,. r.. ,. ., o-nw..r..w...i a.n..c.. .e>, a +.... r I - i- -• , ter 4 ) A. Shop /Factory Finishing: Modify manufacturer's products at the factory to comply with the special requirements noted. Contractor's responsibility to verify compliance. PART 3 - EXECUTION z 3.01 VERIFICATION , _ I-- aC?d'Y q~er malts zo' Co: N?a y„ ivnitya. -, : m t01:1'$rar..tii.yier:'.Ak1'Y'bhs r .70 �✓n!rrn: .. .,- .)1,,- ''.,,w442n.0 ..',4ry'•a'. owi'., .:11,.,v,,,. -,,, f t —.. . t J r _� - _ -,r. 1 -. - . .... .. .... .. ...... a r '.aSSy•turt ..v..tw .. s.,!t. *t^` ..1.. .. ., fi. � ..'".t`�Lr„'."YPx?'�':r.'1 ='. , - -- - - l I - _ .. 7 - - r --.1 - . S• / .: h. i.l•:2li. r):. .r l.•..?,.....:. -/. ..i.j.V aSs''h:Sn r �a4L�.{+.'3LJl+ • �' • w . . .. `.l.YliunT. .xtvl •. vrtmr)h .. +9Rf.: r• .r : vrv+•- •«M. - ..f.r.s...•4.r. va. }. ::ni {N(.l . c. }i,` !i348!KPiMM+tiSiM..: .nYV....• Kei.^e•. ..,y..•. Jk' i- SVhdfin�hi' r KiTUk .tt,'WJi4Yrv4Yi:xyrvPn•n.... 1, . . . i - - - - , - - v, { - -- 1 , / '� x ..,! {'' fib t , 0 C 4Mil ; ,, 04/10/02 16060 -1 King County Bid No. ; ' .,fi 1 __, , e' ,, o,,g- c,; M,W7crlrMt Y! aFM• fi4?lf Nr,Mn` e!' Ph,+tn +ri.,a�1+..re-.w..r..w:.t .,,.., ,• ,,,, yr« n�Fr. n,,,,,, ,,- ,n.;:q..n,4!,,..nvn;tws,,Ato Y,'p, 1 - - i – ter . i' J 1 >. .. ... ., i ..a.i '% ^%.. b:ct;.hn:..,..:ii a.hc3v:siMti'r . ar.N « +,-t ;i .e. ," Ct?i;vu, ammc.,n..R,,.. ._�.. «,. ,..,..,.. rv.. ,., ....,...•.r .c, A ,, r,... > t , z" s. s. .. «...... kf{ >r -. r.�,..a• 5 Eat - �, - B. Locate and install anchors, fasteners, and supports in accordance with NECA Standard of Installation. • C. Install conduit and raceway support and spacing in accordance with NEC. � ..: 7 b y .ut.. - :. D. Do not fasten supports to pipes, ducts, mechanical equipment, or conduit. . * .; 3.04 INSTALLATION - SLEEVES k- ti A. Exterior watertight entries: Seal with adjustable interlocking rubber links. I . B. Conduit penetrations not required to be watertight: Sleeve and fill with silicon foam. � x.. t W a 51 '• 04/10/02 16070 -2 King County Bid No.'' , ohs ..., «<.. ar% irk.::;.. i ; ":t4ewi:di.k+rwJatiiirkt:r:° Y.:+a.,.tw.:,i.: ?h'!^,Y'.'ir s:.yts<.✓uN^+'„�+' ": , r : sNn".+•:u «...n.... . INOil ■ • ` / - .- ;•_T , i • 4 a •4 14 r . i e, • Asa 04/10/02 16070 -3 King County Bid No. r• . <,..",I . ... ., . ,. , . i..i . rt,. v,. ,.w .a ... :!'4 f,:!.4M1: i,:... .' l N` F',f . li4: ik. V :t.'.:i- `z.eUc,`.w:1it5.Nb.: N. 'ty:..i1': 'Ater •w.n ! ., ,.n:.. : /.r' ✓,r :. rti:A'' : ft2' A�' PA7f lt!{. A7FL'+ YNt". t' h�i! lcYii. �.$ YMM •F.t3X%FA9 .n.•n.:rinr... . i ' . 7 -.,« 4• SECTION 16095 ,--- MINOR ELECTRICAL DEMOLITION PART 1- GENERAL Z 1.01 SUMMARY 2. Keep shut -down period to minimum or use intermittent period as directed by --- King County Project Representative. , .' „-,: # .:: 3. Maintain life- safety systems in full operation in occupied facilities. ' id t: .. gI E. Identify salvage items in cooperation with King County Project Representative. _ 1 N ' -, PART 2 - PRODUCTS '31 gin �" • . Not Used 4 F f . .7 l,�('�FSA Y�� - 1. __. 04/10/02 ,�:�� _ Y. , . . 04 / 16095 -1 King County Bid No. �' Sews: '1- .. : may. °.a ■ �r�lll- A�Ir�ullrlY.ww�, .Mhch+x+a.NYim.va .:t t +')Y[.i �°. n.:.:,+ M, twlv�. e. rr„ ra. . w-,+. e. yHA:: •••• it.! r'+:: Rpatera^Mr +w.mN-1nH,.rax ^c....Rr.. - -- — , _. ■ $ • «r- 1 • � .... t ... r... � ...,. *,�<:': xs�,r. rid±:P'. � >•.�a r..,,: : r x..itl.'.'[.�S'S�:+G' .,.,. , .nu"w.+irwwrn.aw vw.t. .�. �...w ....... .e.ucw..- nn�,a,K�.: eve. x* rn�w` c�weac�Wt` sxwhs> iv: wrw YkM�..YRwu+t'4kiW+:ewFUS•xw..« , .. - , - - - ,.rr - - t t • routing and lengths required. +, ” .� M fr C. W ire and cable routing indicated is approximate unless dimensioned. ~ 'i _.: PART 2 - PRODUCTS :4' '`.yc, 2.01 BUILDING WIRE K•r . ,;, .. 04/10/02 16123 -1 King County Bid No. t ,� . • k. +q ,. •'s f+ rd° fr &FMeuAMUVa.ro.•..vau•o-•.n+R.... . . rn.... i..,.. w . u•.....,.: w,...,,,... •.. n. ... w. w v..." t�. �""".• _;±. : '-+..•... .a.•r: 7 - - - r - -1 .C.!-- - - -' 1 \ , .. , +:.,. v ,. .., , n, .•: ,. . ,„..,,, . , „. Y4i...,„.,,„„ .,.:..,..r„ 1 nr ".h7htt ,t 07 15i'A 4 ,,. ..,, • .,^ :,,, .:} PRY! W4, N. KCrR *.i.Yl '.%W'sr,¢f(S Wgf• f — .% r -- r_r— .- - \ — — k,./../" -- 1• S ) • .., v+ u: a. t... u...::... isi�u�+:+: 1:. :�w.Y'�M�.!+1q'.MaptaeklYY.4W!' ... . • ., ee. Ytny +wwatw�Mx�tlkMYhYaMVwb.NMNl:VI . . 4 . + + + 7 - - i - �« • .?•.,,fit v ... + ...- ?. ;•.!':». Tat ?.2.+A^,a'r,:SC +r�... r.'.:A*i: w' s.., a ,c wr s °• .�.ernrw>r:,.e..r.r :.wucw.w. ._...•.,. ...... .»,. .,............. , w...+...,.�.w ... ..o>.+..w..:.:.xxn +i,vtaentw:.,,. ;.nac ......... ... .... -- - ,-- , - s' ~ i 7 - . , . .' ., ■ - M1ivnM" hl P1R40.% tlttl. �FMi+ SSh+ epf MYV+ Krs3u RawHaat. yuMitanmlws;l. 9H. �anufnrrw' e baa. owww«.. � .-•.k.• ::.............>..:....._.._... ,... .,...., N., w.., oa, u. vuxa,•.+ ., . r, . r,,,._•• ••"• M.•.-'•.,.•.• ,.„••• �.•'";•••,.-• e. s,.< r.. r:. �:;; rn.' .( N; ihs.; I' �. r`i?'fN:t:tY1i1 ;`L1Kaw•5,.:. r•.,R . l - - - - - ...�r— 4. l . :: 5 „I.ii::+w ....., it: k,. si. k'- ri :i:,J;f..Y:safi•.LAviL4d.!l"ii .. •IXti.,�!'•... ..'{'Kwl'C i'! irtMrrt+ vuwv..•.. r. w.-..., V......... r: ta .' ss: N . Ww+ rwn l::: kLJii y - : ...... n. m. n.+ r. v r.) t tv:: e i. u r'. it it'::• in,,.: t n. 4 .tt: }',f ?Y; y. ; ` •!"Nt'!iraaMki n:Y.7kYc -.,.. . 7 - •r • . I • 7 - - - -k -Cr ■ / .. , . . rtivY4tasb� `,. .a,sY_i.. SaPy. , .'Nltyy uL'.,.. � ,v, rsr<•n.r u,x l •v.4:.S N. L'Llti?M1i"1.1Xk +:k?. . {�. ■ 1 ' .. . . d . ._,. ,�.. .... .. .ifi!' nerds' r ++wt"Hrv....w...,..,........., .... ............. a:.<..+..... .rwcn,..ncuo-- ,•.r.u.+,.,,... n.yui•es:.vwrlrr,M1'.c"•` vts-. M+ r .Y ^.M,4?hMCtraeA�`o-- • !^.i'IX1�K ?:.'159 +2�h'kYK7rvatta. r. I - -, 6r t ' ... D..ii.sa:.,ti..e:.,..w....l.:b. ..... N1tifM fWFiINMM+r.N�Mewvna coma. cewuiHH.:+ vwYa ^r,.wr... .. -,.... .,, ..,,.,... .,,....... ..i... w,.,.. ,,... n,...,. v...:, r. n........ mwa....r,r,.u,•A.,n:.,.t•aitf r,' l+J i4WJt lxhvyibG't.#YZttMd+uS"v....,. . I - - - - i - ", li— l• air ,,44,,c:,,, 1 . 0 , 1. ■ 04/10/02 16140-4 King County Bid No. 4 �. 7, ;' s „' •: ,. ' °f. •,� 37 «.. «w � . r.+ w.. w,.... o.. w... �. e... r, cv. r« + +n..uw+nbAW..�'wa.katY:Mhl +.wh 9k.YQk rf R9. ... .... .. ,(...... .. .... r. . � .5 .t. � xi. n :Id.�Li'Ye +'S1. "k�•:.«r4�. .i, wJm...�4rai .1e X�Mfw!1WUxv.++¢ +tuna W.....n .. _:.. . � ........ . -... . 1 , 1 - - i - —+.rI — N 1. I • B. Make conduit connections to equipment using liquidtight flexible conduit in all locations: dry, damp or wet. tfiVII C. Connect heat producing equipment usin wire and cable with insulation suitable for }', ,r.( ' - - P g g L ffi:. temperatures encountered.. �r;� • f{ D. Install suitable strain -relief clamps and fittings for cord connections at outlet boxes ' re ! ■ and equipment connection boxes. �; 04/10/02 16150 -1 King County Bid No. A ''3 ' tit. .. tt �.' 7 { MAA J ' v f, , . 04/10/02 16150 -2 King County Bid No. ,, , d ' 11-4;14 fq !f7:t�'MW l` ll5wh ,NStyn.lten.'w�u,vt..wn+srov.n . r+ rv✓ CMµWV^ Y+: Rf K.: �Yf R4'!( YnXOW�C4.T:'Y:fWY.V�I'Zv1'17119 L'kiaf�k!'1�d45.'�Ml'H!ri -Nr�:. , - - i , i ,, SECTION 16411 ,..� ENCLOSED SWITCHES PART 1 - GENERAL - Z 1.01 SUMMARY , 1 Z :.. w � A. Section includes nonfusible switches. 2 .-. PART 2 - PRODUCTS �? _ O }- 2.01 NONFUSIBLE SWITCH ASSEMBLIES Z A. Manufacturers: ' 1. Cutler- Hammer \ 2. Siemens 3. Square -D. 4. Substitutions: Section 16010 - Submittals. . B. Product Description: NEMA KS 1, Type HD (Heavy Duty) with externally operable handle interlocked to prevent opening front cover with switch in ON position, , enclosed load interrupter knife switch. Handle lockable in OFF position. . C. Enclosure: NEMA KS 1, to meet conditions. Fabricate enclosure from steel finished ,, m;rir t ` , with manufacturer's standard gray enamel. 0'4.4 y K,Yv 1. Interior Dry Locations: Type 1.,o; 2. Exterior Locations: Type 3R. :` 4• r 1 � A l �Y D. Furnish switches with entirely copper current carrying parts. Lit �i 2.02 SWITCH RATINGS 4ii. 04/10/02 16411 -1 King County Bid No. ¢ ; 4; h , { 4 . ... :i:....?l:?F:1;:1r'V b. e4,:...r.'al "Hhr.:..E ,.a,...a.r,:t<a ^:+.w.n.•+ .n.ww,...... . .- .... ........... .. .•...,:,........,. ,....,•.,,... h .. ., .. . •.atu, tJV '•rrwimwVN s .fir 4 - r - - ''''t -4. r 1• ■ / y 04/10/02 16411 -2 King County Bid No. y~ r lT '.t� _ tarsal H ASititta RtiomsocaWKteseontio.". , , 0-. , ...a,, .,,.,--- ......, ,wu,.mm '+,,.'o" ,w>''''"'m.5: ue•!+tt !+ sd ?:WAa f.�EtW.;V1at?1FF r 44?fk4`E" 14 { i • 1 1 Y�!. YM%:/ Y. OIMrf•MnNYMm.,Mew'.a...o •. .r .. •a......a................ • .. ..•..... t....... V;aws.2.2.a 22 22 'Ml(V1V 0r Y cier2 ?.j 7tik' •t92 ;.. ... I - - , - -, .1r S .. % • , - i- , t• . . •`,� ,.... r '.�.. .. . ., ... is '9W7A5VrrM,2PM!hiNr ' l;+ st*• mnwsr •cvKw..,....«,v..... »... ..�.... ,..., r . ..«,,, — ,..,.,r..... ,,,,, 01 4,...1 :. 5 'v,:t•r... 01* . •rd e vre.r<..r+xxa.ww >w' � t:�r'xY4C�iFt =9 16 .rr i - .- .r 4 • jurisdiction as a part of this work. The contractor shall provide hardware /software and /or programming upgrades as required. E. The requirements of the conditions of the Contract, Supplementary Conditions and General Requirements, apply to the work specified in this section. F. Contractor shall schedule periodic inspections by local jurisdiction during the course of • installation and shall make any corrections, deletions, relocations, or additions to the system as required by local jurisdiction. ,:g ; a Iti9,,' PART 2 PRODUCTS =y� `,, ; 1, "s 7 � r 11gY• 2.01 MANUFACTURERS (To be compatible with existing system) j 1 fill a + A. Simplex Time Recorder 1.. A.fi ? yj n f r 04/10/02 16721 -2 King County Bid No. ;,< ;,^X� ' . ■ Wq +4 .re..,.. , ... ... .N ..vw..<. ..�.., ,...., .,.. .,rrr <.. x...... , n< w.: 1y,; M, C4 ;,,y.a.,.____k•icxYr.r...: 7 _ - -.�r- t ' 8r.s.- A. Demonstrate normal and abnormal modes of operation, and required responses to r : i. each. �, -; i0 alw, 1 .., , 04/10/02 16721 -3 King County Bid No. �'S.. J7. WT � ' " k County ; Ve8 # rx. nr., ,...,•........,1 ,,,,,, r r :.rr!nJ+. , 4 1 .i.KL: 4 7)163: , L igtO P M Y_ �ii�a.:. L: u.: rd.•"` "E'i.ai;•f, w •., .....;; tiyswuv�M.vwtu�r 'a+r. r�J - Rk'H15i. A�Wl2:c f i _Sr I 1 ..,,,, e•..m:.x..4!WltvroMmY.^J4,4=t ch9p0¢14VIMOii4etatet4$ PAVA?VAft � 1 • • • [ Z i NOTICE: IF THE DOCUMENT IN THIS IS LESS CLEAR THAN S FRAME LE S LEAR H � F ( v ;. } s -�� � THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. E . JI 7 - - .;.., • t' 9 1 KING CO METRO WO 2 SOUTH BASE FACILITIES 2 BUS SHELTER REFURBISHMENT PROCESS 6 - FACILITIES UPGRADE W = . w 7 STRUCTURAL CALCULATIONS _ a = a I- W Z1 FILE COPY I z o • U w KPFF- JOB # 101410.20 RECEIVED 0 H CI OF TUKWILA W W APR 2 2 2002 u. Z ( � PERMIT CENTER v Z Gti ��e��p 17-* � . 2 4 1512 1/08/2002 0 t �� ,� Q ua j' . 00 t . , . - � oY w gii �� 4 ts....,,,....r ...6;:., , : n sj ~. `fit .3 i EXPfRES 10/10/02 MN • Consulting Engineers ' f § ' , 1 1201 T hird Avenue, Suite 900 r, ` 10 1 Seattle, Washington 98101 f 41 (206) 822 -5822 Fax (208) 822 -8130 {. - i D 0 1011P I 04 ,,,,,,,.,,. _F i1-k; PAGE 1 5 ;l�•, <��: . . .. . , w.... �'� l . ;�.ik'. ?: �i �9.it ��.i'::(;ire"y. fi yCar...sl. i:1;�::xa li tr:;Y.'{41.u:xL �rvuvu++..risuw�tYS.,. ,. .. ,.....w .. vnwuuwC .¢firru <M..ovnv....,.r.. 1 - .. <r - t Y r_ , J f' +!� f.� 'l'x', Et w ., } t • ai- ' ,,1i L�� '+ f }' {, �y( yt '�..h`J[1f '�; �t �i , ; � , ± ��,Y ' 4 f. �; , �t /ti {£� t,.:, . � �Y �R/"'xelri�!t";. .%tti 1 ".i-f ..�4 j !GT`• {.. }; �z: Y�iJ1"."' 4.;fitf JZ 777b 4:tM1:';3:.'::}� • m« • 1 CONTENTS SECTION S Q TyTy Design Criteria A Q re Z w 2 J V' . Door Opening in Existing CMU Shear Wall B w • co 0 w = co . w O 2 u_ a CD H = Z H F-0 Z F— W 2 � ; o (-2 W W ' • , I- I z U N• 0 • i•.;�y PAGE 2 'x:;' r3 Efv, 1 M ' r.. � ;. `��:. '.��.�. ..., .. • .,r,y ��.. � �.. •' .t t .i' fN;�W.:... ;.1; ,, y, ..4 ..�...p..un•M!'I11k'fdi .... .,.. � ,..a. :ofi'.r.s: i'.iu.. lvebW wcr•s... .. ... ,.� ...... _ .�.. , , .. tY.J ' . ... ..:1. . ..,r. •t.� . ,.... ... �mwrvw{v.wre+m> .. . - - - - - - - -- - . z CMU ASTM - C -90, Grade N, Type I, Medium Weight . } Assembly strength fm = 1350 psi ‘ . ' . Grout Min. Compressive Strength = 2000 psi • Mortar Type S; fm = 1800 psi _ _ (O MITCAM �► M 2 , F q; . .- :.µ;x 2` F : • . Concrete - (Normal Weight) , Structural Slab on Grade fc = 4000 psi I Foundations fc = 3000 psi` 104 i. Masonry L..a i CMU ASTM - C -90, Grade N, Type I, Medium Weight . PAGE 3 °' 1. All tom, `'t:vr — . - S• • S • r ' Assembly strength t'm = 1500 psi Grout Min. Compressive Strength = 2000 psi Mortar Type S _~ w ' � s y�' t �- yS$;{.y�c,y+� 'F*' :: TI�f� �` �y��rr . t(� + ��t.{: Ci Y ; `�i .� ,� r • ..`" � .� ��.p' a aw, : sr ct d 2 � wg T :Ya �� r. • �1' ys .43 •.ig :tip. +�.^ ,416 ..t. � 4✓ .. ).. '✓'Mq4!y. j FG �47"�f[ }y «5 � r: It � t. } :5... .•f.. .•`'Pi.�:.'t '�t�Lb y , �V21�...3d������^il' J O. UO Roof _ u) w 25 psf Snow Load (Non - Reducible) w . U O 9 r� 3 r✓ . x i:. t r,.. e<v f t, s, Cy 4 r c u w o L r xh }y^�ti,.rr �{�i��',.;•1;tf i i '�,- ��y}- �a : $r �; �fi�i y � `�v. l•.,.. ....J... ^O...i 61Mi ,,. P`; x i;A'4S` ^ ?ri;:t ` t • . � %CSC f �.'k.. ` i� �j �,,yy " j� N-15 •... } r �r i • t i � rt.1'? �xl;�~r.ZG.r .,$"�1 �CCa�R".�ivA�•.)'i'Yj.�!_'!11�t g 1 � t u• Typical Roof Loads - 1.5" deck with no concrete Comments = w 1.5" Type B roof deck 3 psf Z H Roofing 5 psf i' O. Lights, ducts, sprinklers 5 psf w Ceiling, Fireproofing & Miscellaneous 3 psf Deck DL = 16 psf U N O O H- Joists & Beams 3 psf w w Joist & Beam DL = 19 psf Partitions (seismic contribution) 5 psf (10 psf / 2 to roof) u, Seismic DL = 24 psf U Exterior Wall Dead Loads Comments 0 F. Plaster finish on metal studs = 20 psf - 6" Precast Concrete Panels = 75 psf Curtainwall/Windows = 10 psf 8" CMU Solid Grouted Walls = 78 psf • 1 ? 44 . " PAGE 4 6P°" -fir''% 6�7! ... _. . ,.... ,.� , i.i':r »'.i...- . 'r .i.. .. u.:uvji..TS'uHaktl : rn„ w• .i:f'.44'.r9 s �: t..... ^. .u,s.>.rr. ntsl xr. ,.., . >..f,......., i > n =+w, . . .•.,.,... «..,w •. r..• kartlY! a5' Fh} �C? FYM' �C ,k}Q`M[i'pp<p¢•+..S54,ww.r..,fi. -- - __ - - , + ■ f (. V + "f r >. A'�14z`jX3.; F .�.> .�� .. t .� � ��;.+.�}.; a�f •r. {�• ,r,;, �; •. f ��7fsuj.�y +-.a Kr G� s� ��,;�;�. �.e+ , ., � '''i: ».,�t{ r r " ?+ 6�,� �$�f +�-�t�• Cl '{�tt "?t' � ;� t- ti ��,,.. �i:'t• ;� "i•�;;= �;. {.; "rr'� ;—MN ..'... �..�.. .O.S�T ... . S ? �,.. t . x. tV :e t' •i t.itL Nt►7: i �!� M x {} «::1` ytt i�: 1r �? tt y + 1, :r,''; 7� << xr. S r 4Yl+ �.4"»^1�,4 � cVS Yl�'• :a�.i ;:Y.. � ait' . WIND DESIGN FOR PRIMARY FRAMES AND SYSTEMS 1 • P = Ce *Cq *qs *I z Basic Wind Speed = 80 mph; Exposure Category "C" , = F..: q 16.4psf; Iw =1.0 o J0- Building: U 0 0 h = 25' - - Height above grade w = ,- Use method 2 — Projected Area method _1 i C = (at roof level) - UBC Table 16 -G w 0 C = - UBC Table 16 -H 2 u_Q co d WIND LOADING ON ELEMENTS OF STRUCTURE H W z= The following are the design wind pressures (psf) to be used for components of structures on the above F .. 0 ' referenced project in accordance with 1997 UBC. Design loads are based on the following factors: z F ill D o P = C *C *q *1 U 0 O — i lw = 1.0 0 I— K• i ,, SEISMIC DESIGN • Z Elements of Structure and Non - Structural Components: H . W F = 4.00 *W = ? *Wp Q: . • r C = 0.36 Seismic Coefficient (UBC Table 16 -Q) 0 p I =1.0 Importance Factor w • Wp = Weight of Portion of Structure or Component N o Alternatively, F may be calculated per the following: • w a apC F = 1p (1 hr ) P Z P I Z O . LU ? 2 . 0 co j S 4C *W = ?"Wp 0 H w 1 ,- • U ap = In- Structure Component Amplification Factor (UBC Table 16 -0) p R = Component Response Modification Factor (UBC Table 16 -0) w Z h = Element or Component Attachment Elevation with respect to grade H O 1 h = ft. Structure Roof Elevation with respect to grade C = Seismic Coefficient (UBC Table 16 -Q) . I =1.0 Importance Factor W = Weight of Portion of Structure or Component f:'31, • i • • � .:..ham_ . , ct.. 4%tJ n• t ,•y . lY,• L y,,•yr+A3 PAGE 6 r 0, i Et s . - - _ --- - - ,. / I ' . sheet no. project K c m e .,4-t o Lou 4.1-) f3k5E- by . rffEl 2) I . Consulting Engineers l ocation dote i b 2 - . . 1201 Third Avenue, Suite 900 Job no. 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I - —4_ 1 o i3 - 11 ti I fkil t �' , It ( 1 I " - ' �ii - i .. x rtR H6 - "- - - -- - - 1 TL/Lf •A.wT eTK li Jz 4Tff1 t L !n I ii d L 7Al.LT IMI7110M • • •r 1•% Celt. I aN TION C f 131.)i LO11J(i, SECT /0.0 Clio -6 ; IA S W t =' µ " `,. F°- _ ii„. N OTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN . v 1,• " Z= i r < :� kn � 4 'r QUALITY OF THE DOCUMENT. . t.z �: A; THIS NOT ICE IT IS DUE TO THE Q • A A 'CMU WALL kc metro south base wall elevation at grid consulting Engineers 1201 Third Avenue, Suite 900 Seattle, Washington 98101 (206) 622 -5822 Fax (206) 622 -813 by lJ F location shoot no. J • �� 4• i • 6, KI5riNG MAboN 02 No 71:5 , 4O 0E7AILS 6(,0 MASON�T : (From Gx i s1 Ora k+' F-57) Concrete block shell meet ASTh C90 grade 4 -I with • minimum strength of 1.350 psi and an allowable bending stress of 450 psi(iaspectsd). Provide : ,1,5 ! 32" o.c. vertical and 115 ! 48" o.c. horizontal for all e" wells, end 2151#32" o.c. vertical end 215 lt48" o.c. horizontal for 12" wells unless noted otherwise. Mortar shall be type S meeting AS'M C270 sod UBC Table 24A with • strength of 1,800 psi. Grout shall meat ASTH 0476 with a strength of 2,000 psi. All cells containing r• -bars and bolts z shall be grouted solid. All pilasters shall be filled with concrete sr = • grout with f'c -3,000 psi minimum. Provide 16" bond beam at the to 41 w 2 w well with 205 top and bottom, and 16" lintel with 205 top and bottom for openings up to 8'-O" unless noted otherwise. Sc. detail, for other _1 0 . required reinforcing. cn o WI . j ' .G' T • cQ o . `! or veer .4W-._ - w _ { r e ,,., LL ? CO { r• ∎ ea • i a << I; I = W i. ?Ili ; �i Zo �, v, . a Lll 1 i W linenti- D Q if I!��Ttralrz_ � � .i ' iigi . -,- . w~ ri . . 0 ._ _ . . Z I I \ _ w U . T - vjl,=7 U u i;J Z 'r \ • 7 r P G M U k'ALL DE704 I L w. • rr'a �a:NI • • t i i •......d / • r I' .- qtr` �. , ! '• fail "ft :WO - a ^ $+ 5 te . ;;;;;;;; l' \ . 'ib A117Y / Jet /��d� /• - 1NS 61141/414 7 . t iMr Z. - ".G• 0 ? Zi "� ` *A 1 1 /74/ / " t t hi sIRO :20Sq711.7-1EN.QL.:.L.:- . . QM .. y.1 r.qA. ..! . •agar r.'. v7f?r�.. .. r.xw2:.H>.. :x °• . . .. .. . . . • Consulting Engineers 1201 Third Avenue, Suite 900 Seattle, Washington 98101 (206) 622 -5822 Fax (206) 622 -8130 location sheet no. client job no. seismic masses kpff consulting engineers cmu wall roof mass at high roof area wall masses at roof diaphragm upper roof cmu wall wall weight section a section b Consulting Engineers 1201 Third Avenue, Suite 900 Seattle, Washington 98101 (206) 622 -5822 Fax (206) 622 -8130 location dot. tlog /o2 shoot no. Wails N -S •For 8 Wall o.t Glelb cmu shear wall stiffnesses walls equivalent solid thickness astm c90 grade n-1 block bending stress of 450 psi type s mortar grout walls n-s 14" Me.-a I Ii oo t Dec- 612 Type HSB -36 . DIAPHRAGM SHEAR VALUES (q) (Lbs /L.F.) AND FLEXIBILITY FACTORS (F) PRIME PAINTED OR GALVANIZED Span Side Lap Welds Per Sheet " Gage Connection r: Supports 5 '-0" 6 •Or 7 • 8 9'-0" 10%0" . `'_� `l'- '1�t� b 7 5 7 5 7 5 7 5 7 5 7 1.: ' q 260 430 1 240 400 2 40 : 380 , 230 370 , 230 i 340 I 220 1 310 < 1BP @ 24" c/c F 5.5+ 5.0+ 6.9+ 6.1+ 8.4+ 7.5+ 10.3+ 9.3+ 12.4+ 11.4+ 14.9 - 13.8- • _ 1 ~ Ce W 1 55.9R 56.1 R 130R 46.8R 111 R 40.1 R 97.4R 35.1 R 86.6R 31.2R 77.9R 28.1 R ' I q 310 I 480 1 300 i 460 300 440 j 290 430 : 290 1 400 1 280 1 360 Q j 1BP @ 12" c/c 5.0+ 4.7+ • 6.0+ 5.7+ 7.3+ 6.9+ 8.7+ 8.4+ 10.4+ 10.1+ 12.4- 12.2 - J 0 . 22 F 155.9R 56.1R 130R 46.8R 111R 40.1R 97.4R 35.1R 86.6R 31.2R . 77.9R 28.1R 0 0 q 1 490 1 620 1 430 1 530: 420 1 500 ` 420 ! 490 ; 410 490 1 380 1 480 U) 0 TSW @ 24" c/c F 5.8+ • 5.3+ : 6.3+ 5.8+ 6.5+ 6.2+ 6.6+ 6.5+ 6.6+ 6.8+ 6.6- 6.9- W W 155.9R 56.1R 130R 46.811 11111 40.1R 97.4R 35.1A 86.6R 31.2R 77.9R 28.1R J i I q 1 600 690 1 600 1 680 ; 630 680 I 670 1 700 1 690 1 740 j 660 1 760 : U) ITSW @ 12 c/c F 5.2+ 5.1 + • 5.3+ 5.2+ 5.3+ 5.4+ 5.2+ 5.4+ 5.1+ : 5.4+ 5.0- 5.4- I • W 0 • 155.9R 56.1R 130R 46.8R 111R 40.1R 97.4R 35.1R 86.6R 31.2R 77.9R 28.1R 2 1 } �- I q 390 I 6701 360 1 610 i 360 ; 530 j 350 j 470 320 420 290 ; 380 g J 1BP @ 24" c/c 5 4.5+ . 6.6+ 5.7+ 8.2+ 7.2+ 10.2+ 9.0+ 12.5+ 11.2+ 15.1- 13.7 - I I ' ct F 90.0R 3 2.4 R : 75R 27R 64.3R 23.2R 56.3R 20.3R 5GR 18R 45.OR 16.2R I N C! I q 1 450 1 730 1 440 690 j 430 600 i 420 i 530 ! 380 480 350 I 440 H W i 1BP @ 12" c/c F 5.3 + 4.8 + 5.9+ 5.4+ 7.2+ 6.7+ 8.8+ 8.3+ 10.7+ 10.1+ 12.8- 12.3- ; Z F- 20 9 0.OR 32.4R 75R 27R 64.3R 23..2R 56.3R 20.3R 50R 18R 45.0R 16.2R ' ' 1 q 620 790 1 540 1 680 j 520 I 630 ! 520 i 610 • 540 1 610 ' 520 j 610 I • Z ( ITSW @ "c/c F 5.4+ 4.9+ 5.9+ 5.4+ 6.2+ 5.9+ 6.3+ 6.2+ 6.3+ 6.4+ 6.3- 6.6- I al W 90.OR 32.4R 75R 27R 64.3R 23.2R 56.3R 20.3R 50R 18R 45.OR 16.2R j I I q 760 ; 890 750 1 840 780 ' 840 ; 820 i 860 , 880 1 900 j 880 960 : 0 0 :TSW @ 12%/c F 4.9+ 4.6+ 4.9+ 4.8+ 4.9+ 5.0+ 4.9+ 5.1+ 4.8+ 5.1+ 4.6- 5.1 - O N 90.OR 32.4R 75R 27R 64.3R 23.2R 56.3R 20.3R 50R 18R 45.OR 16.2R 0 H WW q 750 1050 640 860 ( 550 740 ; 490 i 650 440 i 590 ; 400• j 530: I V !BP @ 24" c/c F 5.3+ 4.5+ 6.2+ 5.3+ 7.9+ 6.8+ 10.0+ 8.7+ 12.5+ 10.9+ • 15.3+ 13.6+ ( f H !BP @ 12" c/c F 5.0+ 4.4+ 5.7+ 5.0+ 7.2+ 6.4+ 9.0+ 8.1+ 11.1+ . 10.2+ 13.6+ 12.6+ V co 38 13.7R 31.8R 11.4R 27.3R 9.8R 23.8R 8.6R 21.2R 7.6R . 19.1R R 6.9R a. i 1 q ; 880 : 1120 760 950 i 730 ; 880 1 720 1 840; 730 j 830 1 750 1 830 i Z 1- ITSW @ 24" c/c F 4.9+ 4.3+ 5.5+ 4.9+ 5.8+ 5.4+ 6.0+ 5.8+ 6.0+ 6.1+ 6.0+ 6.3+ I 18 38.2R 13.7R 31.8R 11.4R 27.3R 9.8R 23.8R 8.6R 21.2R 7.6R 19.1R 6.9R q , 1020 ! 1370 1 1010 ! 1200 ' 920 1080 1 860 ' 990 `. 810 1 930 j 770 I 870 ' i SSW @ 24" c/c F 6.7+ 6.1 + 6.1 + 5.3 + 5.9 + 5.2 + 5.7 + 5.1 + 5.5+ 4.9 + 5.4 + 4.8 + • I 38.2R 13.7R 31.4R 11.3R 26.9R 9.7R 23.5R 8.5R 20.9R 7.5R 18.8R 6.8R I I q ; 1050 1250 1010 I 1160 1040 ' 1140 ; 1090 ; 1150 ! 1160 1 1190 1 1250 i 1260 ; 1 , TSW @ 12" c/c F 4.4+ 4.1 + 4.5+ 4.4+ 4.5+ 4.6+ 4.5+ 4.7+ 4.4+ 4.7+ 4.3+ 4.7+ i 38.2R 13.7R 31.8R 11.4R 27.3R 9.8R 23.8R 8.6R 21.2R 7.6R 19.1R 6.9R I • 1 q 1570 1810 ; 1470 ; 1660 1 1390 1550 , 1330 , 1460 1 1280 1 1390 j 1240 j 1340 ;SSW @ "c /c F 5.4+ 5.1+ 4.7+ 4.5+ 4.5+ 4.4+ 4.3+ 4.2+ 4,2+ 4.1+ 4.0+ 4.0+ I j 38.2R 13.7R 31.4R 11.3R 26.9R 9.7R 23.5R 8.5R 20.9R 7.5R ' 18.8R 6.8R I I q 1 1000 1350 j 820 1 1110 I 700: 950 i 620 1 840 j 550 j 750 1 500 I 680 I OP @ 24" c/c F 5.4+ 4.5+ 6.0+ 5.0+ 7.8+ 6.5+ 9.9+ 8.5+ 12.5+ 10.8+ 15.5+ 13.5+ j 19.5R 7.0R 16.2R 5.8R 13.9R 5.011 12.2R 4.4R 10.8R 3.9R 9.7R 3.5R ' q ' 1080 1400 ' 900 ' 1170 ' 780 1010 ! 680 ; 890 ' 610 1 800 ' 560 720 ! !BP @ 12" c/c F 5.1 + 4.4+ 5.5+ 4.8+ 7.2+ 6.2+ 9.1+ 8.0+ 11.4+ 10.2+ 14.1+ 12.8+ }t. ��4 19.5R 7.011 16.211' 5.8R 13.9R 5.011 12.2R 4.4R 10.811 3.9R 9.7R 3.5fl I i 1 q ! 1130 1440 ; 970 I 1220 920 1 1120 ! 900 1070 910 1 1040 1' 930. 1040 f 'z: #k '�ti=• TSW @ 24" c/c F 5.0 + 4.4 + 5.2+ 4.6+ 5.6+ 5.1 + 5.8+ 5.5+ 5.9+ 5.9+ 6.0+ 6.1 + ,: 19.5R 7.0R 16.28 5.8R 13.98 5.OR 12.28 4.4fl 10.88 3.9R 9.711 3 i . 16 . " „ • 1480. 1890 ! 1420 i 1780 1310 1630 1240 1520 1180 ; 1440 1140 ; 1370 ?�1,0,t,a., ;SSW @ 24" c/c F 4.9+ 4.4+ 4.3+ 4.0+ 4.2+ 3.9+ 4.0+ 3.8+ 3.9+ 3.8+ 3.8+ 3.7+ t, ;1 ,,._,. 19.5R 7.OR 16.1R 5.8R 13.8R 5.OR 12.1R 4.3R 10.7R 3.9R • 9.7R 3.5R "3�: "i . `` 1 z•1• .•;•: z:• q • 1330 1590 ! 1280: 1460 1290 ! 1420 ! 1350 1430 1420 1 1470 ' 1520 ` 1540 a W °{ F: !TSW @ 12" c/c F 4,5+ 4.1 + 4.3+ 4.1 + 4.4+ 4.3+ 4.3+ 4.5+ 4.3+ 4.6 + 4.2+ 4.6+ ' b ��' • 19.5R 7.0R 16.2R 5.8R 13.9R 5.0R 12.28 4.4R 10.8R 3,9R 9.7R 3.5R ••`:'4;' .,;;;;z 2420 2020 • 2410 • 1930 2270 1860 ' 2180 1810' 2110: 1780 2060 ,t,.•'. ;SSW @ 12" c/c 38 F . + 3.7 + 3.6 + 3.4 + 3.5 + 3.3 + 3.3 + 3.2 + 3.2 + 3.2 + 3.t + 3.1 + C.,5:,.q•r}; , I 19.5R 7.OR 16.1R 5.8R 13.8R 5.OR 12.1R 4.3R 10.7R 3.9R 9.7R 3.5R WELD PATTERN TO SUPPORTS risi?.N. ' d P'('7,"•" "„ ,w =k w;yn, .... .. .c ..t JYi^ ,v fit; ' .. ,.. „, ....... ... . ,o. .,,,,,; w,. a: ; , ;;.w,:•( , .x,;rnk 4`�'S LNi7',!'7i.+7Y',. „'WAYxt+taPtiw. t;n:. v„zM�r.:�"*`1W` 7? ��••r,., : i!3ikC ^, ,�x;e; <nr:wt xar_,m fr . rrr. aw.•c.. r 1 r — ■ , ., .. — - - J -- - .r - , — • , B13 Technical Data 1. How to use the vertical load tables: 6, End Laps a) Determine the total load and the live load for the roof deck. a) To develop the ICBO approved diaphragm values for both System 80 and b) Using the total load, select the gage and the span with equal or greater Sheartranr *, ends of sheets must be lapped a minimum of 2 inches. • value for s (stress). b) When HSB -36, N -24 or Vercor deck are not used with Sheartranza they can Using the live load, select the gage and the span with equal or greater value be end lapped or butted. for A (deflection). c) Die set ends are necessary only for end laps of 16 gage deck. d) Select the gage and the span for the roof deck that meets both steps b 7. Deck should bear on supports a minimum of 2 Inches. and c. Z 8. SHEARTRANZ® and VENTLOK, trademarks of Verco Manufacturing Inc. are coy- Q • 2. The following formulas were used to calculate the vertical loads in the tables. All eyed by one or more of the following patents: Z Z values are based on uniform loads in all spans. United States Patent #4, 186,535, United States Patent #4, 106,249 �'" W a) Stress 9. Primer paint is intended to protect steel deck for a short period of exposure in Simple span s = 1.5 wL /( +S) ordinary atmospheric conditions, It should be considered as an impermanent aid 6 Two spans s = 1.5 wL /( —S) provisional coating. — U • Three or more spans s = 1.2 wL2 /( —S) 10. It is necessary that steel deck receive proper care at the job site. Bundles should N 0 b) Deflection be stored off the ground with one end elevated. They should be covered with a CO W Simple span 0 = .013 wL (1728)/EI waterproof covering that allows ventilation to prevent condensation. J I Two spans A = .0054 wL (1728)/EI I-- • Three or more spans 6 = .0069 wL (1728)/EI 11. Admixtures containing chlorides must not be used with galvanized deck. 0 W • • c) Allowable design stress 12. Symbols . W 0 • HSB 36, System 80 22,800 psi BP button punch N-24 20,000 psi TSW - top seam weld 11/2" long Vercor 30,000 psi SSW - side seam weld 1 Y4" long g J 3. Section properties have been computed in accordance with the Specifiations s - carrying capacity at allowable design stress, (Lbs, /Sq. Ft.) LL < For The Design of Cold- formed Steel Structural Members published by AISI. 'carrying capacity at U240, deflection limitation (Lbs.ISq. Ft.) _ Weights shown are approximations for design purposes. All materials are subject L -span (ft.) • w - uniform vertical load (Lbs. /Sq. Ft.) 1-- W to AISI tolerances. All dimensions are nominal and are subject to manufacturing S - Section Modulus (in /tt.) Z • • . tolerances. I - Moment of Inertia (in ? Section properties and values shown for HSB -36 also apply to 24" and 30" wide E - Modulus of Elasticity of Steel — 29,000,000 psi H 0 HSB deck. c/c - center to center Z 1 4. Diaphragm shear values were determined by tests conducted by S.B. Barnes and q - Allowable Shear (Lbs. /LF) W W ` . Associates, Los Angeles. Data is contained in ICBO Evaluation Report No. 2078 F - Flexibility factor: The average microinches a diaphragm web will deflect in a i and U.S. Goverenment Tri Service Manual, TM5- 809 -10, Seismic Design For span of 1 foot under a shear of 1 pound per foot. Building. — indicates allowable load for deflection exceeds allowable load for stress fn I R - is the ratio of the Span of the deck to the length of the piece of deck. (An o E 5 Attachments to obtain diaphragm shear capacities shown in the tables: example is: R for three span deck is 15.) ■ a) Welds to supports perpendicular to the ribs of the deck are shown with each }., = W • product. Weld washers are used only with Vercor and 24 gage System 80 U i deck. (Not used for HSB or N Decks) • W 1— Side laps should be fastened as shown in the diaphragm shear tables. -- 0 -) (1158.36. System 80 and N -2 Va ry the spacing of the boundary welds to 1 „..: Z' • the shear collectors parallel to the ribs of the deck to meet the shear to be U W mine the spacing. . Maximum spacing is 3 feet. Use the following table to deter- O 1 ALLOWABLE SHEAR FOR ARC -SPOT (PUDDLE) WELDS PARALLEL TO DECK Z FLUTES FOR GALVANIZED OR PAINTED DECK (LBS/L.F.) Spacing of Puddle Welds. Inches Gage 6 "c/c 9 "c/c 12 “c/c 18 "c/c 24 1530 1019 765 510 + 22 1914 1275 957 638 i 20 2300 1532 1150 766 18 3060 2039 1530 1020 ! • , ; 16 3828 2551 1914 1276 d) (Vercor) The first number in the weld pattern column indicates the weld pat- tern perpendicular to the corrugations at the exterior of the diaphragm and at lines of shear collectors. The second number indicates the weld pattern all other supports. No side lap attachment between supports is required. Weld • • washers are used for all welds. If mesh is used, it is to be 2 inch hexagonal mesh woven from 19 gage ( . galvanized wire with longitudinal 16 gage galvanized wire spaced 31" c/c. e {p , , When anchor weld washers are required, provide a No, 3 bar continuous at „ “ + exterior boundaries of the diaphragm that are perpendicular to the `�' .' corrugations. spacing . :.. Weld s corrugations 9 for attachment to shear collectors parallel to the 9 ation :” , of the deck shall be as to limit the amount of shear to be transferred to 800 , IF . lbs per weld. F I, R ij4 . " . ' 5 "',3 �:..f nA x.:3 +'j.�5' Y z k 1 ~ U -,- ,4' i , i i''.$.f. 1.t, �, , ■ ....g,.. , -,v i � :,. .. Al, ...r : .a,Y K 4X« ihd'µr. r+.+..:. : wiao3L. +au 1 7 - - ri t , 6/ Page 6 of 50 Report ER -2078F TABLE 5- DIAPHRAGM FLEXIBIUTY LIMITATION 1.2.3, 4 SPAN -DEPTH LIMITATION MAXIMUM SPAN IN FEET FOR Rotation Not Considered In Diaphragm Rotation Considered In Diaphragm FLEXIBILITY MASONRY OR . CATEGORY F CONCRETE WALLS Masonry or Concrete Walls Flexible Walls' Masonry or Concrete Walls Flexible Walls ' Z Very flexible More than 150 Not used Not used 2 :1 Not used 1' /2:l = Flexible 70 I50 2 2:l or as required for deflection 3 :1 Not used 2 :1 H W Semi-flexible 10.70 400 2'/2:1 or as required for 4 :1 As required for 2'h :1 5 deflection deflection J 0 • Semi -rigid 1-10 No limitation 3:1 or as required for 5:1 As required for 3:1 0 0 deflection deflection U) 0 cow Rigid Less than 1 No limitation As required for No limitation As required for 3 1 /2 :I W deflection deflection J I.– CO !Roof diaphragms are to be investigated regarding their flexibility and recommended span -depth limitations. Refer to tables below for determination of value of "F." • 'Roof diaphragms supporting masonry or concrete walls are to have their deflections limited to the following amount: . W O H' 2 A wall = HI, g 5 • 0.01 Er Where: U. j H = Unsupported height of wall in feet. co ('1 . r = Thickness of wall in inches. J. ill E = Modulus of elasticity of wall material for deflection determination in pounds per square inch. Z = = A llowable compressive strength of wall material flexure in pounds per square inch. For concrete, = 0. 45 For masonry, F =0.33 — i— f,. P g P P �l f I c• M� fc = b' l M• When applying these limitations to cantilevered diaphragms, the allowable span -depth ratio will be half that shown. Z 4 The total deflection of the diaphragm. in inches. may be computed from the equation: W w A = A f+ AN . D CI Where: 0 A f= Flexural deflection of the diaphragm determined in the same manner as the deflection of beams (see equations below). 0 : A,, =The web (shear) deflection as defined in the equations below. W = W U DIAPHRAGM DEFLECTIONS (inches) I 0 TYPE OF DIAPHRAGM LOADING CONDITION FLEXURAL DEFLECTION Af WEB DEFLECTION A ILI Z U Simple Beam at center) Uniform Load 5 w1. 12)' w1. F H 384E1 8 x 10'd 0 Z Simple Beam (at L/) Uniform Load „L , (12)' (L'- 2L(L1) +L1') q OVe L 1 F 24E1 10• Simple.Beam (at center) Load P applied at center PL' (121 PLF 48E1 4 Simple Beam lap center) Load P applied at 23PL'(121' PLY - 1/3 points of span 648E1 3 x 10'd Cantilever Beam wa' (12r wer'F (at free end) Uniform Load 8E1 2 x 10'd Cantilever Beam Pa' (12)' PaF lap free end) Load P applied at free end 3E1 10'd ' l i' " Where: 7 'Ito . E = Modulus of elasticity of steel. 29.5000.000 psi. 1;•:',,..,..(,. . .4: { / = Moment of inertia of Planer perimeter members about the centroidal axis of the diaphragm (in') �, F = Flexibility factor: the average micro inches a diaphragm web will deflect in a span of 1 foot under a shear of 1 pound. `'' t` L = Span length of simple beam diaphragm (ft.). Ts' z''r•;� ^cxj li tilt' l 4 LI = Distance between vertical resisting element (such as shear wall) and the point to which the deflection is to be determined (ft). ` a = Span length of cantilever diaphragm (ft). n d = Depth of diaphragm (ft). .` ' P = Concentrated load (lbs). . t.< :1 g };' l''4 w = Uniform diaphragm load (lbs/ft). .:•;,,;, q.» = Average shear in diaphragm over length L, (Ibs /ft). • =n' u . =<.�' ;` riaiW ' 4 J':ti:16 15 , ..,- , %44,LL>; ,..41....,1., ,,.•, ».::1t.._Ct. Si`Y:l. ,/,'"... ■ .C144e4Veti.l.lataie. j..., x e . „.....,......• „u.,, ,. n,a. :. ,. e..,r,t,.,.§. qc< : G'il 'W,tam,mww,,,t,... Y. ten 1 AV',% Y d ,�sp!ar.. F§ WXfn'i} , r ,RM:S'Y*M.T.},x,.e�, CrY. .b+,pm • ■ . .. roof diaphragm flexibility existing roof diaphragm puddle welds typical deck span roof diaphragm shear valve reactions to shear walls assuming flexible diaphragm deflection bending shear wall deflection story displacement MilConsulting Engineers 1201 Third Avenue, Suite 900 Seattle, Washington 98101 (206) 622-5822 Fax (206) 622-8130 by location date sheet no. client job no. TM 5-809-10/NAVFAC P-355/AFM 88-3, Chap T3 IF a IS GREATER THAN 2b. THE DIAPHRAGM IS CONSIDERED FLEXIBLE. Figure 5-1. Reale diaphragm. DIAPHRAGM DISPLACEMENT, a o. 039 STORY OtSPIACEIENT„ shear wall at grid cmu walls lower roof diaphragm 1 wc, _ _il.... 4 ,_ .. seismic loads on shear wall at grid load distribution to shear wall assumes flexible diaphragm seismic masses on shear wall roof pc panel cmu seismic force on shear wall shear cmu shear wall at grid shear stresses flexure in wall piers wall jamb reinforcing shear force for shear shear force for flexure shear in wall piers calculating shear stresses in masonry jamb steel existing wall rebar OPENING NEW OPENING existing rebar in wall elevation at grid existing masonry notes and details Concrete block shall meet ASTM C90 grade 1 -I with a minimum strength of 1,350 psi and an allowable bending stress of 450 pai(iaapected). Provide .115 1 32" o.c. vertical and 115.1 48" o.c. horizontal for all 8" walla. and 205132" o.c. vertical and 215 148" o.c. horizontal for 12" walla unless noted otherwise. Mortar shall be type S meeting ASN C27U as4 UBC Table 24A with a strength of 1,800 psi. Grout •hall most ASTd 0476 with a strength of 2,000 psi. All cella coataiaiag rs -bsrs atd bolts shall be grouted solid. All pilasters shall bo filled with concrete es grout with f'c•3,000 psi ainimua. Provide 16" bond bean at the to of wall with 295 top and bottom, and 16" lintel with 205 top and bottom for opeal•gs up to e'-0" unless noted otherwise. Sea detail' for other required reinforcing. NOTICE: IF THE OCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOT IS DUE TO THE QUALITY OF THE DOCENT. COnsultingEngiseets 1201 Third Avenue, Suite 900 Seattle, Washington 98101 (206) 622 -5822 Fax (206) 622 -8130 existing cmu wall details . - ,4... Sent.by: Path Engineers 4254817692; 10/03/03 1:38PM;jetFax #922;Page 1/5 7) C ,a 9z-- /0 PATH ENGINEERS, LLC FAX COVER SHEET 17928 Bothell- Everett Hwy., S.E. , Suite H Phone (425) 481 -7735 Bothell, WA 98012 Fax (425) 481 4692 '' F http :Uwww.patheng.com Email: path @patheng.cam I Q To: Tukwila Fire Department Date: October 3, 2003 w w Proj.: KC Metro Bus Facilities -- Shelter 6 l Job: Paint Booth Upgrade Project o o w Attn: Don Tamaso From: Owen Nitta SQ u • 0 Fax No: (206) 575 -4439 Re: Fire /Smoke Damper 2 g a= Pages: # (including this page) 5 u_ j 0 a CONTENTS t- i ._..- ? o Four pages: Proposed fire /Smoke Damper Detail & Plan w w : o . Please review these plans and comment. Dave Larson has verbally approved plans, but we .o N would like your review before we proceed with construction. a t w w v This is the plan I talked to you about a month ago. Inspection" comment required a new o fire /smoke damper on existing duct that supplies air to small paint storage room. w z UN 5' I Z I REMARKS 1 Should you have any questions or require additional information, please call. i { RECEIVED our - 9 2003 , A -- BUILDING `‘,511"-r" " :7,r-1 4 DEP ARTMENT ;CZ r� 1 :dpi 4,i;t MVO- laO- HACad200110130701Corre5pondonce \Fax1100303mFaxl,doc Page 1 of 1 :. - # r uketm s� _ -- - - -. - - r I - .., -. z W ce 6D J o 00 W i J H N 0 In 2 N .a: g J a) lL Q a J / D. •� D. d �� i_ 0 0 I -441.- z 14.1 :.3 `cr 2 : O 03' Ct 1 1/2" THICK FIREMASTER RUSKIN FSD -60 1 1/2 /2 0 w m FP -60 BLANKET INSULATION. HOUR, CLASS II o h- UL 1 479, 1 —HOUR RATED FIRE /SMOKE DAMPER IN = w 0 8 " 16 o o EX CONCRETE WALL GAUGE HOUSING w z 0 _co DAMPER MOTOR TO o PLAIN "S" SLIP DUCT .. i CLOSE WHEN SMOKE z CONNECTION (TYP) •• ,- 4 • • ' + witritivoiwiti►1 miya, DETECTOR IS ACTIVATED co I t AIR FLO ••(---- N IN L ' kL , 1►1r,1��,i1giverTlb ilaturai EXISTING 6" X 4" • 61, ''�' PITTSBURGH LOCKING • SUPPLY AIR DUCT ' • SEAM (TYP) `t : i h 11 i 6" " � r ` % " i • i N ANGLE ATTACHED TO SLEEVE WITH SLEEVE THROUGH , x ry #10 SHEET METAL SCREWS (TYP) EXISTING WALL OPENING . Afte a ;l cw ..-1 c,..i 7S i' ' d� W 1 FIRE/SMOKE DAMPER DETAIL a,• x0},'4 M2.1 SCALE: NOT TO SCALE �4`r' ,' . ., a ".l, .F' . '.. <. , .:,; ,, .: 5:.:.>:' v'•r.: %'ial.`,: >'h: Vii, 'v',a.4:rgwY ;+7.:Kwri �vna..'iti'<ux , . •y±>.F,..,o. , J .,, .. ; .,. 1 , . ,;O �� PROVIDE NEW 8" X7 '4 - r+ FIRE /SMOKE DAMPER, ' e uto) SEE DETAIL THIS SHE 8 A a 'Zia �`'+' „, . Na SCALE:1 k . It i1 4, 1 cip3H.,; pp ,' J 3,e zcaLCD .. .. . a.r y.+, ,• ".A[3J!ly'Rr!wna w.hnt+rAPe+?PN:7.. tP”` t..: tAc' f! uw»!:+ wx:_r- .tem_.r.. - .,. .. .. _ ......, n.n... „,.,_....._ -. -. • Sent•by:. Path Engineers 4254817692; 10/03/03 1:38PM;JetFaa #922;Page 4/5 1 tiuiiutilit� Jl IL.__ I, N — INTERLOCK NEW PAI T I STORAGE ROOM SM • KE DETECTOR TO EX ISTI G f-- AHU-2 DUCT ShilOK I I DETECTOR cc Lij 1 I I I I U O0 CO J ,I w �`� �� _ - 0 WH . \ ' i 1 `� O .. 111 " 2 . I - i, AC . i___ . _ . ; . --ii cn 1 r _� , 1— W -,_� I I-o i , -. w E- EXISTING SUPPLY AND R ETURN DUCT SMOKE ;1 1 o !- I DETECTORS ===.410014, . W w I � �� = V 4 L I EXISTING FIR L I o CONTROL PA p ADDRESSABL • —�- I � l I ! HANDLI Ut r- I PLUS SMOKE I IN PAINT ST( II - - 1 — a, II T. . — IF --a ' < 1 grirdh L : F c: :1'. EJ. . 1 r u • • /'� • ( ; ; -- tl 1. `' , 3 i ` y , ,�: � x `;n�, -' ` , b 8" X ( " I `' g.; t ,':f g AM PER, D ), ,;T! ?:;=.�T ice IS SHEET'Y(: n',r .,i-4'! , itii . M ECHANLCAL _ PLAN { _,:.: 1 'I' , SCALE :1 /16 "=1' 0" ' :.�A„ f ,,::` , ' . NORTH 4 �o � c — Q0." , ... wo3.w i f ,• kJ' 'ak: • 4 .. r.— ..,,......... _ —_ .......�, ...w .. ... . ... v 1 I - - r- - - I. ` 1 . Sent-by: Path Engineers 4254817892; 10/03/03 1:39PM;jetF4x #922;Page 5/5 I { I Q • • _ H' I . Z '. W � .� ..- J U • 0)Q WI �f... NU_ . 0 — -- -.._ 0 0 .. _ 2 � I =a , ~ W. rr� Z H 7 zo W Lu U 0 I J 0 I- W W H U . _ --‘4111. -Z EXISTING FIRE ALARM . _ , CONTROL PANEL WITH O L. 1 ADDRESSABLE ALARM "S" „ Z . FROM EXISTING AIR PLAIN S SLI • HANDLING UNIT AHU -2 CONNECTION ( . • . PLUS SMOKE DETECTION . IN PAINT STORAGE ROOM - REC E . ' OCT -9:093 . k DE ARTM NT .. , ; ,:CaQM, I . 46/41,4,A L bi e - ;;.,:,!,1mm. 1 1 /2" X 1 1 /2" X 1 x.?i�i.,, '; V i ANGLE ATTACHED TO S 1 a f #10 SHEET METAL SC 1 t„',�fi .�, . k044 04 hS'M 'Y;.�y. ..,eR.' , ..vww+;afuwa+n h>n7ktftY%Re xarirsk4t.ea�*uroy� xr�:., w. .rc. .. ,.... ... ..... ............,•....,,. n� ....,vu»x+snr <Mhtun� a'7rtKM'�Y�Y'fi:.wrlav�v «o-�....r ■ . / - .- - -.: - \ • Sent by: Path Engineers 4254817692; 03/07/02 2:25PM;JL #821;Page 5/5 ' . z . 14 - 7•' e. CITY OF TUKWILA Building Division Mechanical Summary MECH -SUM 2001 Washington Slate NonreeldenUal Energy Code Compliance Forme June 2001 - KJM Project Info Project Address i i ? C ow; . Date 9 CO y / Me�r�'D +�so ease .. 3/7 , / 0 2 /191/ . .E •14argina/ Way ._ t v¢y For Building Dept. Use Z 7uke.v_. ia, JIM -18/6 . t r = A Name:p � �4410erce,s j tie �e°,�'1 /1t , k I- w Applicant Address: Applicant Phone: (4 48/ .- 77 35- UO tion /'4 • bbo,�l4s , g o Project Description /?��vlaci� pi :s�o y- No mod, 4 c�.l�i'r,va w w / N F' Briefly describe mechanical systen �Q ors . /. .� 9 H yAC Sys><c.>n.s, type and features. 0 • /nitCH - S0A1 ) 0/eGh COMP 4, e)16 GH 'nor does no l- a ri l s W O 0 Indudes Plans Include documentation requiring compliance with commissioning requirements, Section 1416. g J u... Q co 0 Simple System 0 Complex System 0 Systems Analysis = d C ompliance Option H w (See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple a complex systems.) = Z • H Equipment Schedules The following information is required to be Incorporated with the mechanical equipment schedules on the Z O I plans. For projects without plans, fill In he required information belo Q Cooling Equipment Schedule 0 0.) ' Equip. Capacity OSA CFM SEER 0 H ID Brand Name' Model No.' Bum Total CFM or Econo? or EER IPLV' Location = W L- O Z lll CO Heating Equipment Schedule Equip. Capacity OSA cfm Z ID Brand Name' Model No . Btu/h Total CFM or Econo? Input Btuh Output Btuh Efficiency Fan Equipment Schedule • • • Equip. iD Brand Name' Model No.' CFM Sp HP /BHP Flow Control Location of Service 'If available. 2 As tested according to Table 14 -1, 14-2 or 14 -3. J If required. ' COP, HSPF, Combustion Efficiency, orAFUE. as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). ' ii:'i { CITY RECEIVED F L L Q F Y ,� rp APR 2 2 2002 * :::�.v:�;.*t�� ;i {. I t . - "*'4, . ;...t t''', -,?, r , (`F,nr!! ,:,nrC(�Vr) c i_ * �i • �'. 1 j ^ • 9 FRh,1lT CENTER % 1 i ^ .:: <, y ; ti D 0 4 ) . OP I 0 /1111' .1111■'. 1141A't s�p 03/07/2002 THU 14:18 (TX /RX NO 58681 I J 005 tiiG#Y9.'.,„, ,.. , a.-" ... , Ls:.i,'.; , d: h;;M•ciliLkL.. }0S V ` tF. te,1:r'ef, I ., 15,W(V.):.4 MS.,. #" :; ,f,, .... , a..,._...y.- w.�..._.. ... • tt' - ./'.-- - ._ ■ r • R eport 1579 dated August 7, 2003 o I- . Ili w 0 If you have any questions or if we can be of further assistance, please do not hesitate to contact our office. H H Respectfully submitted / Z ..'.• •1• : AS 4,, C. vN . P. ,i�il. Z •�'� Seni • • C, , , do Services Manager ' Paci ic • • . rest )1 ivision . JSM/bk . I 1 t i i REF rQ - 16,42 UU t BU ILDING DEPARTMENT ' PI; i a : .,,, Offices Serving The Western United States ` ' ; t ea 19501 — 144' Avenue NE II F -300 • Woodinville, Washington 98072 • (425) 485 -5519 • Fax (425) 485 -6837 ;r,,.i ,, 09603203 dfr.doc q ` ,,, n4-trl tr:Witttrrrnt,V 4Wit49f,'' 1. .?# o.A p i_ ,,.. .?. �., ..::j {; ytply.:;. #�71 .e.AUSi.Si.`�l.: K`:hl:.:v, ,r, .,.. ., ._.,._ ,.w•.:wswr5Y.G5'an+L'R. "ti--, ,, ■ krazan & associates shelter paint booth kevin s buck 1 - i- ''r V, v41LA p f ��; ..\\*'''', Tukw City o Steven M Mullet, Mayor a s • *� ), *(+ -a i , �0 ,i,-..4.214. i .„/ , 1 = Department of Community Development Steve Lancaster, Director 1908 z z z re January 26, 2004 6 v 0 0 .- W = t- Ms. Nancy L. Gordon co u.. • . . King County Dept. Of Transportation • . w O , Transit Division Design & Construction Section 201 South Jackson Street, M/S KSC -TR -0435 2 D 7 Seattle, WA 9810 - 3856 � 1— _ zi-- RE: Request for Extension —Permit No. D02 -104 —11911 East Marginal Way South z O i w Dear Nancy: U 0 0— , i This letter is in response to your written request for an extension to Permit No. D02 -104. Based on the 01— • information received, the City of Tukwila Building Division will be extending your permit to July 30, i U . 2004. Please be advised that this will be the only extension granted for this project and no further LL t notice will be given prior to the expiration date. A new permit and associated fees will be required z after the above -noted expiration date. V di w If you should have any questions, please contact our office at (206) 431 -3670. z Sincere , (1' trl� C ' Robert Benedicto Building Official /sks . File: Permit No. D02 -104 L i' ;, k:` �,' ;,' • } ' 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206.431- 3665 ` =._ ,, , . . . . Mme, — w.t•Wnww YN �G'S!,l'.'7X.".'XYLNYIVttm ..yy - - _ { - r a_i I r . , ; l i r KING COUNTY Department of Transportation Transit Division Design & Construction Section 201 South Jackson Street, M/S KSC -TR -0435 Seattle, WA 98104 -3856 Fax: (206) 684 -1803 Z -- z January 21, 2004 ce 2 J U . o � ,0 0�� n es w 0 0 Stefania Spencer, Permit Technician %/A* 1 '471,7 w w Department of Community Development 2 ' 4 4 N 1- City of Tukwila p�q,� 0 0 7 di w u. 6300 Southcenter Boulevard, Suite #100 /r 2 . Tukwila, WA 98188 u. co d RE: Extension Request for Permit No. D02-104, 11911 East Marginal Way South Z = { , Dear Ms. Spencer: 1-- o ' Ill w 2 : Thank you for your letter dated January 2, 2004, notifying King County that Permit No. D02 -104, v N for the South Facilities Shelter Refurbishment Project located at 11911 East Marginal Way South, is o ' - about to expire and that the final inspection has not been conducted. Pursuant to the notification W W ` letter, the County hereby requests a permit extension of 180 days. 1- r: L I O - - .- , -. \ -- -- J ILA ' 6/ 4 •'• ' City of Tukwila St even M. Mullet, Mayor 111 , -- + O V °•. i kW _ : Department of Community Development Steve Lancaster, Director 1908 - -- b z January 2, 2004 H Z tu Nancy Gordon J U 201 S Jackson St, MS /KSC -TR -0431 U 0 Seattle, WA 98104 W I I RE: Permit Application No. D02 -104 ` 11911. East Marginal Way South u) p . W Dear Permit Holder: 2 }} lJ I n reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila N D Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the = CI Building Official under the provisions of this code shall expire by limitation and become null and void if the I— _ building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if Z H 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. W 0 W Based on the above, you are hereby advised to: U 0 N • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final 0 H inspection. = W U This inspection is intended to determine if substantial work has been accomplished since issuance of the permit I-- 0 or last inspection; or if the project should be considered abandoned. Z ill If such determination is made, the Building Code does allow the Building Official to approve a one - time N U = extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why ~ O F- circumstances beyond the applicants control have prevented action from being taken. Z In the event you do not call for the above inspection or request and receive an extension prior to February 3, , 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. j Thank you for your cooperation in this matter. , Sincerely, • , , : i Stefania Sp ricer i Permit Technician Xc: Permit File No. D02 -104 :',±(,. w= Bob Benedicto, Building Official `"' v ' -�',` S girt ,. r . ,,,,,,,,,,,,,,., c 1 '+�Itii.k y ,,„ 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 [} .. ,,, 4 1 '. ?':. .. :�,,:...d•,::..:a:a., , . ,:'r, . .:'=tk *.,'!2iiir::l •a»k..Ztdr.. .. 4.0k4A'•+14G('F'X1:K4i. .. 45'+ M, S'f; tY+! Awuw. ro:.. + . .. -.. ,.. ,. - _ _ - , . wtiuw • , (Id Cof Tukwila f908 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT COMMENTS : ! z Parcel No.: 1023049066 Permit Number: MO2 -199 • 11-: i Address: 11911 EAST MARGINAL WY S TUKW Status: CANCEL w . i Suite No: Applied Date: 09/27/2002 D + i Tenant: METRO TRANSIT DIVISION Issue Date: _1 0 • I C 0 I (0 — W= ADMIN 10/01/2002 10 -01 -02 THIS IS A DUPLICATE PERMIT. CANCELLING AS OF THIS DATE. SCOPE OF WORK LL I ISSUED UNDER D02 -104. BLH. W O i co d = W F– _ i z f- F- O w~ U� O 2 c- . = W . U if r ■ S` • Mullet, Mayor 01 ° Z' '- City of Tuki,vila - Steven M. ', al ' % le t co � r ! ♦ t O i ',, N ; il; ,8. . - Department of Community Development Steve Lancaster, Director 1908 -- z June 6, 2003 ' I Z W . • Nancy Gordon J U _ 201 S Jackson St, M/S KSC -TR -0431 0 0 Seattle, WA 98104 co W , RE: Permit Application No. D02 -104 -J H 11911 East Marginal Wy S N I . w } Dear Permit Holder: 2 In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila N n Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the = CJ Building Official under the provisions of this code shall expire by limitation and become null and void if the I - tL building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if z F the building or work authorized by such permit is suspended or abandoned at any time after the work is I- 0 I commenced for a period of 180 days. Z H - ILI W j Based on the above, you are hereby advised to: D p CI 0� • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final p I— a inspection. Ill W ' This inspection is intended to determine if substantial work has been accomplished since issuance of the permit LL H or last inspection; or if the project should be considered abandoned. — Z ll.l i 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 ~ O H- ` circumstances beyond the applicants control have prevented action from being taken. Z In the event you do not call for the above inspection or request and receive an extension prior to July 26, 2003, • 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, • : ....... )40,0,et_e_ece::„.A / 7424, Stefania Spencer I Permit Technician • Xc: Permit File No. D02 - 104 . , ;.� f Bob Benedicto, Building Official :.��_ ,'-'y ,g�; i.i '.[ .04ttiri'l' I I, Vii i 1 Nlt s'ia SI.' 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 N ,�<_ 1 ;; , n.. - - . ' ■ 4 • • Department of Community Development 6300 Southcenter Blvd., Ste 100 Tukwila, WA 98188 City of Tukwila Phone: (206)431 -3670 Fax: (206)431 -3665 Z ;1 =H W . CE 2 Q JU • UO N 0 to W To: Nancy Gordon From: Kathy Stetson � H I u) u... . I Fax: 206 -684 -1900 Pages: 3 . uj 0 Phone: 206 - 684 -1411 Date: May 28, 2002 u_ Q (/) 0 Re: Perm #D02 -104 conditions CC: H W ■ . Z I— ' ■ Z0 ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle U O N. 1 °~ As you requested. If you have any questions, please let me know. = t I U. 0 J l z U = ' O~ Z j i ..s t ,t9. ? 144111 ' i. vY,x t .,sv ;. rte y.'.�'.��: r U ,ir,.,!.J. iiria3,fSr..,..:fJ�.?c1m.37 f,+ t4ay.. C d.l .maw v..r,Mw..r..... .............. »« .. _. . �... .. _.... .. ..... .. ....... -. _ .,.,...,.... ..•.,,na..,,.......,....,..._.. .. 1 — -- , _ , • , , „-,,, • .-,--, , ..),„,4 „ City of Tukwila rerrn ri-- 1\)01- LssuecQ Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Z � Parcel No.: 1023049066 Permit Number: D02-104 z u, Address: 11911 EAST MARGINAL WY S TUKW Status: APPROVED 6 D Suite No: Applied Date: 04/22/2002 Tenant: METRO SOUTH BASE Issue Date: co O co w J = 1: ** *BUILDING DEPARTMENT * ** w • 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. . w 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). Q d 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be H w inspected by that agency Z H (206- 835 - 1111). F— O 5: All mechanical work shall be under separate permit issued by the City of Tukwila. W F- 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These j D documents are to be U u) maintained and available until final inspection approval is granted. o - 7: All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). w 8: Bolts installed in concrete shall be special inspected (UBC Sec. 1701.5.2). }_-, U 9: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of �. ~O appointment of the inspection Z agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a U co timely manner. i H Reports shall contain address, project name, permit number and type of inspection being performed. Z 10: 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. 11: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification �. showing the fire performance • rating thereof. . 12: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as • amended, Uniform Mechanical Code i (1997 Edition), and Washington State Energy Code (1997 Edition). 13: 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. Ok tai 14: ** *FIRE DEPARTMENT CONDITIONS * ** p� °' 41 15: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: -T , ;v , , , 16: Maintain fire extinguisher coverage throughout. t- ') °°` "� } f '" 17 Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) r`L'` "' ~ 18: Exit doors shall be o enable from the inside without the use of a ke or s ecial knowledge or effort. Exit doors shall not be ( :1 ::s,.,, ;�:+T;, p Y an Yp g �, locked, chained, bolted, ltjt barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) y'!''ilii• 19: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged :`? "`' "'?' T , 2:Pi from inside the tenant ?• ::.r" } '' t `'` space. (UFC 1207.3) doc: Conditions D02 -104 Printed: 05- 28 -2002Rik. r s4'. �' 7 ,f :4 '.w .arwr�a c J..,;:., ✓:: ^.rr�us:71! 6�hrt6 a'': : !!NtAtw! <.%0w n S S , .,. H... -. „ -„. ».,._.._ ........ .,..• .... .... . ..... .. ..,:..;.,u•reo, .. _,.yw. .....,........,., .,..... ... , .m.,...r u ,i . >...T„ , . . , a •rz r.... . ,..._ . ,u. >.,.. +F . . N.. • t • � of Tukwila g Ci t y Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 20: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 21: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel Z shall also comply with w the Building Code requirements for accessibility. (UFC 1204.1) 22: All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, -J • o the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site u 0 generator set, and the cn w system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) _J H 23: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or N W W O adding sprinkler heads. i 24: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of g5 drawings prior to installation u_ Q or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written — = approval of the W.S.R.B., W Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior Z H to submittal to the F. p Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) w 25: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) U 26: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require 0 relocating and /or adding automatic W fire detectors. = U 27: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention I Bureau. No work shall commence Z until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) U to 28: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and Tukwila F. H Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) 29: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 30: This review limited to speculative tenant space only- special fire permits may be necessary depending on detailed description of intended use. 31: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 32: These plans were reviewed by Inspector 512. If you have any questions, please call 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. x 1 EiJx�:St Signature: Date: ' ,= auk Print Name; doc: Conditions D02 -104 Printed: 05- 28 -2002 . ;,�. {y,:',;1 mer,r,.<i .:, *;' <s+•zsi :t;aun •.;,m..ar �:,cst�rl,,.:. taa,ax.. 31M: �" NntsR. w+ SrmatcC. fn.+ �v%!€.° �i" i,' �K? pt; EFh' aKtN, r„>' 4«{ w,» cwg. ro,. r •.:... .................•...,., . »... �.,,.,,.,:.+.,. .... .. r rr, e... a:.. r, <ns +.•..!rnr; ,....: Wit. ,. ,...,,r;...,,,.. �� . - - - !r • Memo Environmental Planning and Real Estate February 28, 2002 TO: File Z FROM: Gary Kriedt, Senior Environmental Planner C^ 6 re 2 SUBJECT: SEPA Categorical Exemption for the South Facilities Paint Booth Replacement Project 0 o co 0 w= Environmental Planning staff have reviewed the above referenced project to determine the appropriate N 1 environmental review process under SEPA. w 0 Based on the project description provided by Transportation Planning and summarized below, we u. determine that the proposed project is d (X) Categorically exempt under SEPA Z (X) Categorically exempt from all air quality conformity requirements z �. LIJ w and that no further environmental review is required. 0 0— 0 I— Project Description = v The project involves replacing an existing shelter spray booth, adding a new parts spray booth, and z adding a new paint mixing table. The work will be performed inside the shelter refurbishing area. v i O ~ SEPA Exemption The project is categorically exempt as per WAC 197 -11 -800 (3): "The repair, remodeling, maintenance, or minor alteration of existing private of public structures, facilities or equipment, including utilities, involving no material expansion or changes in use beyond that previously existing..." . t Air Quality Conformity Exemption The project is categorically exempt from all conformity requirements per WAC 173 - 420 -110 (2)(f): "Reconstruction or renovation of transit buildings and structures." RECEIVED CITY OF TUKWILA r. + l APR 2 2 200 PERMIT CENTER O • KING courtly 'i'44;140N: 61 4 'j✓y • M Y•'iMW4AM .. .n ... .r.t. r..v...r a . t ,. .. . �1M •4'v:,.w.- ...,'::..rl.a:•wl l:'+HY ?r'.H�4�AN'A•!At1V4L'WnZ . L.ir.— 1 — - i - � ■ I W • ENVIRONMENTAL CHECKLIST A. BACKGROUND ' 1. Name of proposed project, if applicable: z South Facilities Paint Booth Project . H z 2. Name of applicant: e JV. King County Transit Division U co o 3. Address and phone number of applicant and contact person: co = u) u_ King County Transit Division . w 0 201 South Jackson Street, MS KSC -TR -0431 2 QQ Seattle, WA 98104 -1598 LL Q co D CONTACT: Gary Kriedt, Telephone: (206) 684 -1166 H W ' z = 4. Date checklist prepared: CITRECEIVED A Z I- April 19, 2002. APR 2 2 2002 m m } 5. Agency requesting checklist: O N fn PERMIT CENTER p I-- King County I v ~ u_ O H- 6. Proposed timing or schedule (including phasing, if applicable): Z iii Project construction is expected to be completed in the Second Quarter, 2002. P I O 7. Do you have any plans for future additions, expansions, or further activity related to or Z connected with this proposal? If yes, explain. None. \ 1 8. List any environmental information you know about that has been prepared, or will be f prepared, directly related to this proposal. None. 1 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. ,1l: None. x , y (�5 ,t ,{s 10. List any government approvals or permits that will be needed for your proposal, if known. rit# , � e�s ° ; 3rd f Puget Sound Clean Air Agency Permit. , , t , ,�: -. - : 'r, lti, {it r'r ` C OM 1 1)0 a 0 ( 0 4. C ' . , "r ` ::• 'uN...,., .,. .....,.. .. ,.. ,..'.: .: >,,..,.:c: ..; `.�:wti::: i.•:;,i,uLCw:r.Y:ous.`kt.r t ", .. WNrFrI'fx+'Tw +m a.o»a.rn....... «,.... ... .._ .. ... .. ..K..,.. .,,,,--- w),,,,;,,;,tv,,,, , Y.. ,.t'8 , 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description). The project involves replacing an existing shelter spray booth, adding a new parts spray booth, _ . and adding a new paint mixing table. The work will be performed inside the shelter w refurbishing area at Metro South Facilities. re 6 12. Location of the proposal. Give sufficient information for a person to understand the v v O precise location of your proposed project, including a street address, if any, and Co 0 section, township, and range, if known. If a proposal would occur over a range of area, w = provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit . u j 0 any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. g 5 u _ 11911 East Marginal Way South, Tukwila, Washington, in Township 23 N, Range 4 E, Section 10. f- _ Z � B. ENVIRONMENTAL ELEMENTS z O w 1. Earth o U co a. General description of the site: Flat, rolling, hilly, steep slopes, mountainous, other p w H U b. What is the steepest slope on the site? (approximate percent slope)? . L I p Approximately 5 percent. U O~ c. What general types of soils are found on the site? (for example, clay, sand, z gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Soils on the site consist of urban fill which is overlying alluvial deposits. , d. Are there surface indications or history of unstable soils in the immediate j vicinity? If so, describe. No. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. The project does not include any filling or grading. ,: f. Could erosion occur as a result of clearing, construction, or use? If so, generally l, f % ..,� describe. • 1 nI u a� No. !. :F< j �7i'`3t'^t 2 ii -4 h�� • • g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? The project will not change the amount of impervious surface at the site. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: _ • z None necessary. 2. Air v p • 0 c a. What types of emissions to the air would result from the proposal (i.e., dust, w = automobile emissions, odors, industrial wood smoke) during construction and J when the project is completed? If any, generally describe and give approximate p k q uantities if known. 2 The project is expected to result in more paint fume emissions than are currently at the site. = a F_ w b. Are there any off -site sources of emissions or odor that may affect your z H proposal? If so, generally describe. z O uj None known. p OC c. Proposed measures to reduce or control emissions or other impacts to air, if any: a F- w The project will include a new exhaust fan for the paint booth area. H u-O 3. Water iii V 2 a. Surface: 0 F- z 1) Is there any surface water body on or in the immediate vicinity of the site (including year -round and seasonal streams, saltwater, lakes, ponds, or wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Riverton Creek flows on the property, underground and through a daylighted section, approximately 50 feet east of the Facilities Building. Riverton Creek eventually flows into the Duwamish River. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. Construction will be within 200 feet of Riverton Creek. However, all construction will be within the interior of the main South Facilities structure at the site. 3) Estimate the amount of fill and p dredge material that would be placed in or >t� .'� al 4 removed from surface water or wetlands and indicate the area of the site k� that would be affected. Indicate the source of fill material. None. 3 ' „ .. iva Fli + ro —,., ,.. „, ... ,.,. s.. >n.tiF'+ty- ».y m, antr,H i. +Nitx;Hx�'.;ty' q;;e^ R "n Yriiv YYKNk4' +Xa.'N r : ••'L: F4. K� ',iM M4 r 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. The project will not require surface water withdrawals or diversions. 5) Does the proposal lie within a 100 -year floodplain? If so, note location on the site plan. Q No. Q J 6) Does the proposal involve any discharges of waste materials to surface U O U waters? If so, describe the type of waste and anticipated volume of co o discharge. w = H The project does not involve any discharges of waste materials to surface waters. . w 0 • 2 b. Ground: g a 5 u_ 1) Will ground water be withdrawn, or will water be discharged to = groundwater? Give general description, purpose, and approximate I- _ quantities if known. z 1 I- O zI- The project does not involve withdrawals from, or discharges to groundwater. W n 2) Describe waste material that will be discharged into the ground from septic vO cn tanks or other sources, if any (for example: Domestic sewage; industrial, o '- containing the following chemicals...; agricultural; etc.). Describe the = w general size of the system, the number of such systems, the number of I- H houses to be served (if applicable), or the number of animals or humans the u- O system(s) are expected to serve. Ii.i z U= Not applicable. p F- z c. Water Runoff (including storm water): 1) Describe source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. All construction work is in the interior of the South Base Facilities Building. Runoff • characteristics at the site will not be affected by construction. 2) Could waste materials enter ground or surface waters? If so, generally describe. The project would not result in waste materials entering ground or surface waters. - d. Proposed measures to reduce or control surface, ground and runoff impacts, if any: None necessary. All construction work is inside an existing structure. ,;" 7 ,4 4. Plants fig, fi r,{ 4 'M`hFf177i`R.Y4h.tafv . rr 4• - , a. Check or circle types of vegetation found on the site: X deciduous tree: alder, maple, aspen, other X evergreen tree: fir, cedar, pine, other X shrubs grass pasture crop or grain Z wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other 6 v • water plants: water lily, eelgrass, milfoil, v O other uo o other types of vegetation J H • b. What kind and amount of vegetation will be removed or altered? ' w p W No vegetation will be removed or altered. ga Q c. List threatened or endangered species known to be on or near the site. = d W None known. z O d. Proposed landscaping, use of native plants, or other measures to preserve or w W enhance vegetation on the site, if any: p U The project will not include any changes to existing landscaping. p F- i W W 5. Animals a. Indicate any birds and animals which have been observed on or near the site or are known to be on or near the site: None. t) birds: hawk, heron, eagle, songbirds, other: O ~ z mammals: deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring, shellfish, other: b. List any threatened or endangered species known to be on or near the site. None known. c. Is the site part of a migration route? If so, explain. No. • + d. Proposed measures to preserve or enhance wildlife, if any: < r None proposed. h aw )a r 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, woodstove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Amok • ' Yip; ? ;a�w. i;.:! 5 9 .`., J.. xw. ! d v 4 ,`9CI11 i5 i� i��'"'. M�Ybbl '!l'EtSK}Yk+atlX�ro�•y+'mMer» .,,, j _ « . wet, unxrsk• ': nkga .uF,�r'ntaMro.:'3xelrl<+.eXi+ +4Yk4'FKr.;li4'twvt.lnr ».w. ., . - • _-, Existing electric power will be used to meet the project needs. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. The project would not affect the potential use of solar energy by adjacent properties. ¢ • = z c. What kind of energy conservation features are included in the plans of this c proposal? List other proposed measures to reduce or control energy impacts, if 6 v . any: 0 O U) 0 No energy conservation features are included in the plans of this proposal. w = tu J C0 (L, 7. Environmental Health . w O a. Are there any environmental health hazards, including exposure to toxic ga ct chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur co as a result of this proposal? If so, describe. = d 1— w z The project is a remodeling and expansion of an existing painting area in the South 1... Base Facilities Building. Exposures to paint and painting process chemicals will z O- continue at about the same level as current exposure levels. al Lti :0 1) Describe special emergency services that might be required. p co 0 !: None. w w E I- r- 2) Proposed measures to reduce or control environmental health hazards, if L I O any: w co z * *None. p H Z b. Noise 1) What types of noise exist in the area which may affect your project (for , example: traffic, equipment, operation, other)? '' Adjacent noise includes vehicular traffic and airplanes. - • 2) What types and levels of noise would be created by or associated with the project on a short-term or a long -term basis (for example: traffic, , construction, operation, other)? Indicate what hours noise would come from the site. ' i The project would not create additional noise. ,•;r;,- b 0. 3) Proposed measures to reduce or control noise impacts, if any: " .' • None. �5 's war Sjr r ,� Y w.n'� 4 ,d. ' 'tr.:,, .. •i:,,..: ... .. r . .;t.: rtw.v: ci•F.+.,...- _. ..... ....- <•n.,......:..arnw...,,, .,,,h. 9sv, '.f.,.7 V. IV` 't* tiwl.N4?.'eo*.. .. . ... ... _ . .. .- . +7^se<s.+iwMU•tWn. , C+pR. ,1'n. � d �', ors • • 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The site is currently within a structure used for bus driver training, bus shelter construction /maintenance and administrative functions. Surrounding uses area industrial in nature. b. Has the site been used for agriculture? If so, describe. Q : J V• The site has not previously been used for agriculture. v O co 0 c. Describe any structures on the site. w = The site has a large structure used for bus driver training, bus shelter . O construction /maintenance and administrative functions. Construction will occur within that structure. g .� LL. d. Will any structures be demolished? If so, what? = a w No. The project does not involve demolition of any structures. ? F I- O Z I— e. What is the current zoning classification of the site? W The site is zoned industrial. 0 u� 0 f. What is the current comprehensive plan designation of the site? w cwi The comprehensive plan designation is MIC /L (manufacturing - industrial). Z g. If applicable, what is the current shoreline master program designation of the U site? 0 I Z Not applicable. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Yes. Riverton Creek is a type 2 stream and is listed in the City of Tukwila as a designated watercourse. i. Approximately how many people would reside or work in the completed project? None. j. Approximately how many people would the completed project displace? N . None. 4 ++fi t " ' k. Proposed measures to avoid or reduce displacement impacts, if any: Trial! ' �i None. p T,i�rS;0X 7 """� a , n., ?:�a:. , t�. k�;:ry d t+.?`.�'a`.5�'L`!,�` ��'. , .aw.ui:us.�,�... . . :n t.�� ,, .. ... • , , i yq^ nctaixtta* �t-' �" f-; 1 A[ �? �^); Y,! '�ny #A °1�5 X,r'�+. tu �'tF:9t• n c h ...,. t h. • . .. � uUU.: ... y.rywww,_.. ,w„ r •..,t+.rnv -.... M:!`V '} 4�R - "..t'. • i • I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: None necessary. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, z middle, or low- income housing. re 2 None. 0 (0 • b. Approximately how many units, if any, would be eliminated? Indicate whether w = high, middle, or low- income housing. -' co None. W c. Proposed measures to reduce or control housing impacts, if any: u_ < co D None. = w z1.- 10. Aesthetics z CC G i- 111 uj a. What is the tallest height of any proposed structure(s), not including antennae; o what is the principal exterior building material(s) proposed? v N_ } Not applicable. All proposed construction will be within an existing structure. w U b. What views in the immediate vicinity would be altered or blocked? Li. p lll None. • v _• c. Proposed measures to reduce or control aesthetic impacts, if any: z None. 11. Light•and Glare ' a. What type of light or glare will the proposal produce? What time of day would it mainly occur? The project will not result in additional light or glare. b. Could light and glare from the finished project be a safety hazard or interfere with views? Not applicable. I ` ) ±jam• 1.A c. What existing off -site sources of light or glare may affect your proposal? None. { r• rIfi 4 4 8 'r 2pb } diare j ,. .,, ..•. • :...> ., ttimCiq.: tt. ••• < ' 4 4nit t yr }' mare. �IiYiiligliil�ir d. Proposed measures to reduce or control light and glare impacts, if any: None. 12. Recreation a. What designated and informal recreational opportunities are in the immediate Q vicinity? w None. J U U b. Would the proposed project displace any existing recreational uses? If so, W describe. J I_ No. • w O 2 c. Proposed measures to reduce or control impacts on recreation, including g 5 recreation opportunities to be provided by the project or applicant, if any: N a None. _ z �. 13. Historic and Cultural Preservation z O w uj a. Are there any places or objects listed on, or proposed for, national, state or local 2 p preservation registers known to be on or next to the site? If so, generally 0 co describe. o f- w No. H H b. Generally describe any landmarks or evidence of historic, archaeological, w z scientific or cultural importance known to be on or next to the site. 0 O None. z c. Proposed measures to reduce or control impacts, if any: . None. 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. Access to the site is via South 120th Place from East Marginal Way South. • b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? H - Yes. Bus service is provided approximately 2 blocks away on E. Marginal Way. " O c. How many parking spaces would the completed project have? How many would ? K ' .Y the project eliminate? ' 3u 1$„ None. ,;,., .. • 9 X. . ', ,�„ , . �: . .. , ? Y9sr e�c�:.' A* r anttw•. ym:-. y, .w.nn...,.....,• .............. ,.. , -_ _ . «„r .. -`., rs+ + a, cn' r•' r> h2' 7: pdt+ ta' an• trn: �' e. �. E'': h. �+ 5�7,: '4't?�'- ?S."tt;,l�;;�+ <,.,�,rt .. 1 - - - — - - — - - - - • d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No. z e. Will the project use (or occur in the immediate vicinity of) water, rail, or air Lu transportation? If so, generally describe. rX Wes No. 00 CO f. How many vehicular trips per day would be generated by the completed project? co Lu If known, indicate when peak volumes would occur. 111 None. W O g. Proposed measures to reduce or control transportation impacts, if any: u- d None. _ z F- 15. Public Services z O W i a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally U describe. o — W' No. H v u_ F- b. Proposed measures to reduce or control direct impacts on public services, if any: z V 2 0 H. None. � z 16. Utilities . a. Circle the utilities currently available at the site: electricity, natural gas, water, 0 refuse service, telephone, sanitary sewer, septic system, other. ! b. Describe the utilities that are proposed for the project, the utility providing the • service, and the general construction activities on the site or in the immediate vicinity which might be needed. None. C. SIGNATURE At The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision ' -z mow:, ; Y Signature: 9 Date Submitted: f 'i /0 2. T ic` r td5iq 10 Z1 ° rr , .r �vrrz3mrhz -.las �k�;r:..wl.f.., :,r.. >;m ;�rn nrtr,• n: Y• , .,,.,.. .... >.., . r ...r :xe,r, ;w 9 , „ 1 _ - , -.r . , \ PLAN REVIEW /ROUTING SLIP . , ACTIVITY NUMBER: D02 - 104 DATE: 04 - - PROJECT NAME: King Co. South Fac. Bus Shelter Refurb z ? SITE ADDRESS: 11911 East Marginal Wy S c w Y J )C Original Plan Submittal Response to Incomplete Letter # v o N Response to Correction Letter # Revision # After Permit Is Issued J i_ CD II , w DEPARTMENTS: 2 'i2- eft- u- Building Division i Fire Prevention Planning Division ��_ _ a RiwG 5/1341 � AWE 444. Ma. .�.oy I- w Pu ork� �. Structural Permit Coor inator z DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04-23-02 2 o O Complete V Incomplete n Not Applicable n w i } =U Comments: I — i` u. O .. z W Permit Center Use Only IV-_, I INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: O Z Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route V Structural Review Required n No further Review Required n - REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05-21-02 �.,.! Approved n Approved with Conditions Not Approved (attach comments) n � - �' ,,.. - ; Notation: ~ , REVIEWER'S INITIALS: DATE: 1i:;_., Permit Center Use Only "' ` '' CORRECTION LETTER MAILED: On Departments issued corrections: Bldg I.] Fire [11 Ping ❑ PW ❑ Staff Initials: .., , ;;; i ,`� .", Documents/routing slip.doc 2-28-02 PERMIT COORD COPY : „ µ r tt . . , - - ■ --, .r 1• (XI - US - Ud • IHU 11 :4b AM 1NUUS UAL AIR SYS•fEMS hAX NU. 2Ub�' "'�Ubb3 N. U2 . _ _ z f- w re w 6 ' . _J U • U0 W •, —II W ....... -.. .. —..- _ . .. . _ . _.. __ . —. ._. - - -• -- . -- •�+.:. -. . g J .. . - - -• — - - ----_.. DEPARTMENT OF LABOR AND INDUSTRIES N = .. 1! H W Z = !..< ?, 1 REGISTERED AS PROVIDED BY LAW AS ' 1.— CONS CONT GENERAL n i- O , # •< : •,;,REGIST_ # :E XP _ : DATE � ; 2 0 r G Co az ... ,. • '.,TNDUS,AS '0.9/02/2.004 ? v ' . EFFECTIVE DATE • 04/09/1991 O CO INDUSTRIAL AIR SYSTEMS INC j t 17739 15TH AVE NE ►i H SEATTLE WA 98155 I — O i I � U Itt i F6:S.452.0(x) . V97) 1 Z __.._ _ . _ . DeLleh And DIsplay Ccniliezik • Z I 1 • . i ' { d 1 i } 1 1 1 , i k 1S} A: • A a L i� ' j 6g �YE, �+� �j r n! tR�' Mtn' ATA' rr+ wkxufY. v+ ex+ Fw +.^n»nw......•,...........__.. ... ...+ ..., ...,..'Y ,..,•..... Ft'n" ! ..�:,evv'1h1 m°If'.00,. .A.v: r :k•:§:„'h',tt • 02_0104 35mm Dra • #1_23 1 'I I r i I'I I ;i�il iii iIi i i r 1 - r I I ! r 1 1 j I 0 Inch 1/16 1 2 3 d 5 6 i L w }ae 1 n7'rwT�'e • IIII I lII IiI�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�itII IllI�IIII IiII IIII II I�IiI II I�iiId lll�lllllllll�iiiI I! I hlli�llll�llllllII PROJECT DIRECTORY: INDEX OF DRAWINGS: ABBREVIATIONS: SYMBOLS KEY: MATERIALS KEY: OWNER: SHEET NO, L < M d ie LAV. Lavatory KING COUNTY DEPARTMENT OF 1RANSPORTAiION DRAWING No. DRAWING TITLE ® At LL live Load 0 201 Saint JACKSON Sr., M.S. KSC 0417 ARCHITECTURAL E Center Une M Maximum m fi t i77LI 1rr1 S WA 98104 - Diameter or Round MB. Ma chine Bolt EARTH y ,'•. _.• �..^..__," 1 A1,0 TITLE BEET Number �„b 1,:,: G k`�41";∎''' A 3 R::: PERMIT 2 A20 SRE PLAN A M.D,O,P. Medium Density 3 A3.0 DEMOlRION PUN A.B. Anchor Bolt Overlaid Plywood BUILDING GRID LINE ACOUS. Acoustical MECH. Mechanical ... 1: , .e ^ E �} ® � 4 A4.0 ENLARGED DE110Lffi0N PLANS A.C.P. . Acoustical Ceiling Panels MFR. Manufacturer �; , T •,••• :. • QowcRETE I �i 3 I r, 5 A5.0 DFJIIOIItION ElELEVATION AC.T. Acoustic Tile M.N. Manhole ; • �; ;: 4 ( t ,r� L l.. 8 A80 FLOOR F ON N A.D. Area Drain MIS. Minimum DOOR TARGET ' ��J �r C, r � / s� N �+ 1✓ Ay'R 7 A7.0 ENLARGED FLOOR PUNS AD I, Adjustable MISC. Miscellaneous ^ no ��'� �" — 8 A ROOF PUN AF.F. Above Finish Floor M.O. Masonry Opening 1 [ I ► 9 A9.0 OOF OR ELEVATIONS ALUM, Aluminum MiD. Mounted � APPROX. Approximate Mil.. Metal ! _ — ~M " �,� C C ; , � ,., ,� 10 A10.0 FINISH PUN & DETAILS 9 ARCH. RCH. Architect (urol) N MW. Microwave O WINDOW TARGET ��� .^ .��. �. " �' �+ °� ICAL BD. Board N, North (plan and elevation) I understand that the Flan Check approvals ar e a STRUCTURAL BLDG. B oard N.I.C. Not In Contract LAMBING BLK. Block N.T.S. Not To Scale subject to errors and omissions CYII��.+ 11 S1.0 SiRUTITURAL NOTES B Blocking 0 Beam O BM. ` `' I f} n 5 n (� approval r� v a I O� 12 S20 PLAN h ELEV k DETNIS R. B Overall 1. 1 BR. Brick OBS. Obscure O RELRE TARGET p l a ns does not authorize the violation of an BRG. Bearing O.C. On Center any MECHANICAL BTW, Between PUNS . Outside Diameter + O.D �--� B.U.R. Butt -up Roof O. Owner Famished adopted code or ordina Receipt of con- y � g p c p��1 / p 13 M1,0 SYMBOLS, LEGEND, ABBREVIATIONS AND SCHEDULES B.C.S. Baby Changing Station Contractor Installed tractor's r i ' E i k 9 EI M ? �,. f \ 14 M2 0 MECHANICAL KEY PLAN G OFF. Office po LOUVER TA R G ET CAB. Cabinet DPP. O QI�y of approved plans acknowledged. 15 A M3.0 PAINT SPRAY/DRYING BOOTH PLAN Opposite 16 M3.1 SMALL PARTS PAINT ROOM MECHANICAL PLAN 11211 i e p yy ���� F � p p ` ( i LA CAR. Carpet p �.� Y 1.. I l-r+ Z 17 M3 2 D '3 G ILL' 9 t!' 1 C'f G I ' DUST COLLECTOR R STORES - FIRE SPRINKLER RAN C.B. Catch Basin / Chalkboard P.C.P. Portland Cement Planter 18 GEM. PLAS. Cement Plaster PL Plate INIERIOR ELEVATION M3 3 ALIFRED ASSEMBLY AREA MECOIANICAI C.C. Corner Guard PAM, Plastic Laminated L� (arrow indicates view direction) ��•�• �� �... ~� ~ �� c.l. Cost Iron Pte, Plaster BUILDING CODE SUMMARY: ELECTRICAL C.J. Control Joint OPEN / CLG. Ceiling jLR Plywood ROOM NAME CIR. Clear PT. Paint OFFICE By v 19 E1.0 DEMO/ SYMBOLS & ABBREVIATIONS eimmcuaaatiom C.M.U. Concrete Masonry Unit PART. Partition ® ROOM NUMBER "1 i' I� �� / �J: Faience Mokdenance South E3.0 POWER P 20 E20 ELECTRICAL DEMOLRION PLAN C.O. Cleanout 0 P.T.D. Paper Towel Dispenser 21 LAN COL Column / G� Tu9E Marginal S. E3.1 ELECTRICAL CONS. Concrete R Q.T. Quarry Tile 11111NIA REVISION CLOUD Date © / ( � . 23 E4.0 PANEL sellEanES AND GLgRATK1NS 22 CONST. Construction CONT. Continuous R. R UIROLDISSRIIRM • Riser, or Radius CORR. Corridor /�/� That Northeast quarter of seetlen 9, T. Thence along easterly margin Northwesterly 43732 Thence continuing RA Return Air ' � r J continuing along said southerly margin b Thence S78'43'2711, 415.05 feet C.T. CeromicTile R.B. Rubber Base, or Resilient Base ....�/L 2 •, R. ' . f the and the Northwest and of the feet o the arc of a non - curve to the le C.P. Center Point R.D. Roof Drain P er m it N o. . long non-tangent left, 225,19 feet along the arc of a non- tangent cure to 0 REF. Reference Southwest quarter of section 10, T. R. 4E, W.M., having a radius of 1285,90 feet, the radius point of the left, having a radbro of 1492.40 test, the radius Thence N8T30'371Y, 728.40 feet to the west line of sold l0' . _ _....,,.. ..�.., „v„�, ..�.......... DBL Dryer e REFER. Refrigerator T.O.C. ElEVAT10N/DAiUM TARGET "...»... follows: Count'' Washington. we porticukrfy CO descnRed which bears through a central angle of point of which bears NQU25'08'E, through a central Southwest quarter of section 10; DET. Detotl REINF. R einforced southerly margin of primary state angle of 08'38'44• to a point of tangency; q REQ. Required highway no. (aka 99) and a point of curvature: DEMO. Demolition RESIL Resilient Beginning at the Southeast comer of sold Northeast hi SR 99 Thence N01'48'37'E 107.22 feet along said wart line to D.F. Drinking Fountain quarter of section 9; Thence continuing along said southerly margin the point of beginning. DIM. Dimension RM Ro R('-;1141f\N''' Thence alo ng said southerly margin easterly 313,19 feet N81'48141, 393.80 feet; Location on Sheet DISP. Dispenser R.T.M. Rubber Tire Mal Shoet Number N 1 DETNL REFERENCE " "" thence N8914'101V, 224.42 feet along the south line a radius of 150along lee arc of o non- tangent curve to the left, having Containing 16.00 acres, more or less. R.O. Rough 0 nin g 240 feet the ra , dius Point of wh DN Dead Lood R.S.T. Resilient Stair Tread O EVo fled sole Northeast quarter to the ma in of rimwhich Thence continuing along said southerly margin DR. poor S 71" R.C.P. Rellected Ceiling Plan �� ::::.,-, � i rho. 1 (aka SR 99 P ry bears N122145'E, th a central of 11'58'37 S8845'291, 385,88 feet to the westerly margin of East Note 1) The site contains 18.3 acres, more or less \! 1. C state highway ► angle l ar tar,; inc easertherhb. DW. Dishwasher S.C. Solid Core © d � � p� filA:'M i Thence continuing along a said southerly margin ' DWG. Drawing Location on Sheet , ! � � j � I �� N0025OB 10.00 feet to a paint of curvature; Thence along said westerly margin S1G29'OB'E, 534.84 2 and to ore for be used for bidd SCHED. Scheduled) Sheet Number WALL � ,1� p ! 4 /4 (�j L p E SECT. Section /lip 1 ��U U'lIan feet E E ast S.D. Soap D ispenser �� G O �� V � iQ % � tl � p l�J ((�� E.I.F.S. Exterior Insulation SIN Similar r I '' ' j C ° a fin • � L» + 0 1. ll.JI;��II I 1'n,�' \ ,� a - Finish System S&L Stain & Lacquer ; , ! 0.0?' e �a .. • ' . � ,0( ykti r/ i4Yi A E.J. Expansion Joint S.N.D. Sanitary Napkin Disposal . , ELEV. Elevation SQ. Square ELEC. Electrical S.S. Service Sink 1 Electrical Panel S.STL Stainless Steel bu s f offices and EP. OCCUPANCY LOAD CALCULATIONS: �> L ocation on Sheet Er rr9 e9 condition add t a T he load of of the t� 1 •1,i EQ. Existing sn Steel aard Sheet Number BUILDING VICINIT MAP: ° '' ( ) UT. Exterior STOR. Storage (target at each end of line) exietirg offices does of V' t t Existing Construction Type: V-N hided occupant g• EPT. Epoxy Paint STRUC. Structural � E.S. Exposed Structure SUSP. Suspended �� \\ `, N 8-2 - \, 3 I r l E.C.P. Exterior Cement Plaster S.V. Sheet Vinyl 9�5 X0g.ket 0{y .1ma and A reor I e, { ' , : S l F SV. /CR. Sheet Vinyl Chemical Resistant \ DuWAki • Off ices and amenities 17,403 sr, PR S UMMARY : NI I Fire Alarm SYM. Symmetrical H-4 - v F.D. Floor Drain T ` ```�� 04•saa ".A` shops 18,161 sf. FT)N. Foundation T. Tread 1„ \ \ LI Work insies relocation of edstIn chop equme t, enlarng (2) FA DC Fire Extinguisher Cabinet TB. Tack Board ® ,` 6./ _ .. A q 35584 a, t mailing opanirn in cmu rill, rsrthowl and npbeenMnt of a sting e • F.H.C. Fite Hose Cabinet TD. /WR. W t std Receptaecepser kut \ tMr rhnrrh le tNs aro Pont bootlirntoNotion of hen po int tabM wrTh food FIN. Finished) ` fn S LEO 5T dbt;on of new bench point spry tooth, upgrade of eexisting ting F1ASH. Flashi TEL Tene hde \ jell; /vent, FIR. Flooring P Location on Sheet Upgrade of eer system in FLUOR. Fl ashing nt P. Ton uue Groove Sheet Nu mber >, Remodel of EOQtiOR ELAION S . 115 S. AVON ST existing B -2 area ±10,055 at, welding vent, upgrade g adding aprirh ad of em in sprinkler storage .� :,are . r h .�, ; . ', area for F.O.S. Face of Stud q ® S r ST in Pieper coverage seismic upgrade of s 'h s F.O.W. Face of Wall THK. Thick �/ \� ������.�•�w • `•- ex Bus Shelter Refurb OM (H-4 occupancy area) rPrinlds► syatan „� dp FT. Foot or Feet T.O.P. Top of Pavement `�,, area: ±8,417 s,f. f5` ' FM. Footing(s) T.T.D. Toilet Tissue Dispenser `` FTJRR. Furring () T.V. Television �-. .,�,�"- ; ''`\., ' ±18,472 s f. total a T.O.W. T. Top of Wall 0 WALL TYPE \ Area or new coition to existing yp Beam ' g , 0 s.f. ^ RECEIVED GA. Gage T.O.B. p o f CITY T I.1 K1Al i G GALV. Galvanized T.O.C. Top of Curb or Concrete p 0 `\ y � G.B. Grab Bar T.O.S. Top of Structure GL Glass TERR. Iron T.S. Tube Steel (Pipe) o A Tar' PARK PROJECT ► ► �%` Original building constructed under 1982 Uniform Bulking Code GLB. Gypsum Wallboard TERR. Terrazzo '. �, GRADE 13EVATION LOCATION \ . ���� 1 New work as shown in this GYPS T.S.C.D. Toilet Soot Cover Dispenser 1 �� GWB. /WR. Gypsum Wallboard `,► \ project designed under 1997 Uniform Burling Code APR 2 L. 2002 H Water Resistant U UNFlN. Unfinished �', \R -� H. Height U.N.O. Unless Noted Otherwise 14 KEYNOTE Seale H.B. Hose Bibb V PERp MIT CENTER H.C. Hollow Core VAR. Varies A2.4 IVt HDWE. Hardware V.C.T. Vinyl Composition Tile Q ilATCHLINE KING COUNTY METRO HT. Height(s) VERT. Vertical H.M. Hollow Metal VEST. Vestibule HORIZ. Horizontal. V.W.C. Vinyl Wall Covering HR. Hour VER. Venfy HDR. Header w 1 W. Washer, West, or Width I.D. Inside Diameter W/ With INSUL Insulation B. White Board INT. Interior W.C. Wa Closet BUS S REFURBISHMENT PROCESS I.P.S. Iron Pipe Size WD. Wood FACILITIES J W.G. Wire °� UPGRADE JAN. Janitor W.H. Water Heater 00 ? 10 4 J Joist W Without JT. i. Joint W/P. 0 Water Proof W.R. Waste Receptacle Fabric 11911 E. MARGI WAY S. TUKWILA, WL Weigh` S WA 98168 W.W.F. Welded Wire Fabric DESIGNED: PROJECT MANAGER: SCALE: + SG METRO TRANSIT DIVISION DATE: _ AS SHOWN 04 -10 -2002 Architecture #Z334 1®810ED DRAWN: APPROVED: ONE INCH AT SOUTH BASE FACILITIES Urban Design #2334 FULL SIZE BUS SHELTER REFURBISHMENT PROCESS FACILITIES UPGRADE Planning Interior Design 1 1000 Lenora St 4 . /� / �� CHECKED: IBIS N0: I 1 DRAWING NO: ' '- 'J>71:.1 C NOT ONE INCH, King County TITLE SHEET A1.0 IF Sale 223 p' S C warm REQUEST: CONTRACT ACCORDINGLY Seattle, WA 98121 • BY APP 'D DATE (208) 822 -9450 RECOMMENDED: CONTRACT NO: SITE LOCATION NO: D epartment of SHEET NO: OF No. REVISION (206) 622-9462 fax Transportation 1 23 • I 'I I I .I . . 1 1..1.1.1 .1.1 ; , , I i • 1 I h n d I I 0 Inch 1/16 ■ 2 3 A 5 6 • ,'r -,1,.11./r rirreT v 1 IIIIIIIIIIII IIIIIIII IIIIIIIII1IIIIIIIIIIIIIIIIIIII _ IIIIIIIII IIIIliiiiI111111111 IIIIIIIIIIIIIIIIIII1I IIIIIIIII1IIIIIIIIIIIILIIIIIIIIIIIIIiIIIIIIIIIIIl - . � =11'58'37' _ L 3 19' )77---)(---'‘ )4 — N68'45'29•W 365.88' 393 60' -1�" X X —X —X �= — N00 29'08'E \A=OW38'44 N81•48'24'E _ X �)(— X ' �� — _ -- — _ _ — 10.00' R a149240' _ -_"-- �_ _X — K ` _ .X SETBACK � X_X t HYDRANT FIRE \ L=9xX \ k X ��( -max` . �. 0:4 - X _ J— I \ _ x�k —X� — X . 1 . �4 ": v.� * x x WVDSCApE X —, x x - - X • .• ;•• ••• * *••••••••••••. \ SE784C!( _ '�X�x` —�'�� ••••••••••••••�•(• ❖••• I >� �` \ ►••• • . CONTRACTOR STAGING AREA i \ EXISTING SOUTH BASE •o ❖• ❖ ❖oo* 4 • FACILITIES BUILDING \ • ❖• • ,� MI NG PERIMETER I x \ \ 35,564 S.F. \\ CHNN -UNK FENCE, TYPICAL m o O O ©© 0 o X— — CAE ( I GOR T I I \ \c. 219' -7 t/4• i t ACCESS, x I \ I x \ 0 III I \ I I I `�• • X I . . . v : x I ' AREA OF WORK \ '" •. • ' I I SPRINKLER UPG \ • l—` ` __ � ❖.•000� x (SPRINKLER UPGRADE) I ��q X P;t#J � �. ��1 ► �•�• �iii� x I ARE A: 10 ,055 S.F, �- -z' I x 1 :A .,• • • x L \°� toe, x � ii._ i � •. I \ t 0 I \ 0 _ ...•. I- FINING CHIN -LANK Z AREA OF WORK (REMODEL ►....n ❖ - � i FENCING \ ' Sc MISCELLANEOUS UPGRADES) I . •,0•.�4 : ; : AREA 6,417 S.F. I X i s s - 4 ?'i I \ I �!• 2 N BLNTRY X ... �1 .��=437.32' l ��� I \ 11 �I/ a ' 1111 aisng . PARKING Xi \ I \ SPRINKLER SEISMIC SIDING x \ DOSING UPGRADES I P ) GATE I \ \ SEISMIC UPGRADE TO DOSING I I I SHELTER SPRINKLER SYSIDA REM AREA (H 4> i LANDSCAPE SETBACK n 1 1 - \ , X- XikX- X- X- X- X- X- X -X -X -X I x \ N89'14'1A 224.42' I „ � • P - I \ � um 2 I I \ \ x DOSING FIRE HYDRANT I VEHICLE x ENTRANCE g I I KIB27• r 7 15-I Lx • — �_ '"''- �_r=�L�R = ,7�'C/' w 726.40' q �►1pyCApE� �� -------q. -ACCESS—ROAD— X `�" — x" — �'x •.5 UN O g - SC.= — — — A c� ROAD WHIM DOT HYDRANT ------ RECEIVED CITY CAF TUKINILA PERMIT INFORMATION SCALE: SITE PLAN APR 2 2 2002 E 1' =50' 1 1. DOSING PARKING COUNT REMAIN UNALTERED FOR PROJECT. 2. NO SITE CI � (r+11~� r �� +r,it� J V1 � CLEARING OR GRADING PERFORMED IN 1H6 PROJECT. � R��¢ � -t � � � R � Ir CENTE 3. NO WORK IN SENSITIVE AREA IN THIS PROJECT. . 4. NO REMOVAL OF DOSTNG TREES IN THIS PROJECT. 72: W �-- ''' .. DESIGNED: PROJECT MANAGER: SCALE: - SG METRO TRANSIT DIVISION DATE: 1" =50' _ 04 -10 -2002 II Mr= AIL Architecture 02334 L�IEIm DRAWN: APPROVED: —_ ONE INCH AT SOUTH BASE FACILITIES Planning SG FULL SIZE BUS SHELTER REFURBISHMENT PROCESS FACILITIES UPGRADE Interior Design 1 /) 74 '/ , I CHECKED: IBIS N0: I � • I _ 411k P 0 1000 Lenora St. / DRAWING N0: Suite 223 ' SC IF NOT ONE INCH, SeoHM WA 98121 WORK REQUEST: SCALE ACCORDINGLY King County SITE PLAN A2,0 No. REVISION BY APP'D DATE (206) 622 -9450 RECOMMENDED: CONTRACT N0: SITE LOCATION N0: Department of t I( SHEET NO: OF -9482 taK Transportation 2 23 I I 1 i i j I.'I I I I I i 1 ili ; I 'iii1.1 ii�1 • ; : i , I I 1 i 1 , ; 1 I ,. I I • 0 Inch 1/16 1 2 1 3 d 5 6 `" -` ir. " _ T T S I D t l L t l i L ._ —._ -— - -- L l 0 I I 1 IIIiiiii IIIIIIiiiillllllllilhilIii ii IIIIIIIIIIIii iIIIIIIIIIIIII IIIIIIIII IIIIIii IIIIIIIIIIIII► IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1 DFaIOUSH DIISIING WALLS AT DOOR TO SEE SHEET A4.0 FOR EXISTING ENLARGE OPENINGS. SEE ENIARCED EQUIPMENT AND FURNISHINGS TO BE FLOOR PLAN FOR MORE INFORMATION. MOVED IN THIS AREA TYPICAL (2) LOCATIONS. mi° C _o I /219.7 00 0 00 Qo o . 1/4' f8 12' ft' -1 1/2' ±/,1' -5 1/2' __� f17' -0' f f47' - I �, ±7' - f20' -1 1/2' f15' -I' /) ±15' -10 1/2' 1' -1 1/2' ±52' -7 1/4' f O DUBTCO `CYO1 I r "r 7— — —", , - I ';; I I 0 �`— E . DISCONNECT MID RELOCATE EXISTING � t T..: 1 COLLECTOR CON1ROLIFRS. SEE - ICM PONS FOR MORE +I I I ` I 1 . STORAGE s ST GE I DUST CO I EECTR P INFORMATION: — I EXISTING TRENCH ! DRAIN . I CARPE)TEASSKOP II I I A EXl8TI u G V I . I , EXIST= I I ' I I I +I � �' — . STORAGE I I I I �F _ ' I IC -' EXISTING 1 1 l E%1S11NG � F. i 11 E STORAGE' I VEHICLE MAINTENANCE © - 6...,.., . _ II i t .. ' I ' li ' — — ( -' I' F.E�' . EX ST. 1 { Ek8 I . PAACNANI I ; I . . F' WT AID I II JANS'ON I; . COSTING E cTtICAL I I • SEE SHEET A4.0 FOR DOSING L., II {l t, :, EQUIPMENT f, I EQUIPMENT AND FURNISHINGS TO BE E j I �: - ... I;_ MOVED IN THIS AREA — I I ' II .. - EXIST/HO E]0lillPlo I i i' OFFICE MODIFY EXISTING ROOF DECK FOR NEW V CONSTRUCTURB SiNOP 1 MUST Hoop VENTING. SEE +, 1 , MECHANICAL DRAWINGS FOR LOCATION. N I — DOTING ■ EXISTING l_. DRIVE!YHRU i OIT2D i I I I I . F E +I , O THE SPECIFICATIONS. DUST CONTROL AS DIRECTED USE APPROPR J' SHALL ' i 1 i s ;i c i. 1 EGSTiNG , LAB 1 i I I+ 'OCHER • STORAGE s" ° .. . h ' WOMEN$ ' CHER r1 r exam :: i ril II ,:::. ! .a I, 7 . �, , _ + � , �I C a 1 � : , - , - r - �E id { COMPUTER _AL 1 DEMOLITION PLAN NOTES I � I s ExISS11NG I ,? EXiSTAF O — II iI Il i _..,- LAUNDRY C. MENSLOCf�� 1 , OFFICE 1. CONTRACTOR SMALL BE RESPONSIBLE E FOR V15IRNG THE SITE 10 THOROUGHLY FAMIl1ARIIE E FXTING _ - I ' - I HIMSELF WITH ALL EXISTING CONDITIONS. CONTRACTOR TO NOTIFY ARCHITECT OF ANY PARNTBKGP l DISCREPANCIES ';: I , I EPANCIES PRIOR TO WORK, I I : a MONO 2. CONTRACTOR SHA LL USE All. MEANS NECESSARY TO PROTECT ALL ITEMS NOT DESIGNATED FOR 1' 1 I ,,, i! } t 131 OFFICE EMOVAL, M D LL YOE II CATIONS. 7 stn I I / ►, I . .. r I I I �W r ,r K S ,.., .S I R r 1 . +t W HAVE THE RIGHT HT lO RETAIN A NY MAIERNL OR ITEMS OF EQIIPMEN1 L� : • I I I 3. 1HE OWNER SH REMOVED AS PART OF THE DE L < • MOUTION WORK. THE CONTRACTOR SHA L GIVE THE KING , J I , I i j comity PROJECT REPRESENTATIVE ADEQUAE NOTICE PRIOR TO THE REMOVAL OF SUCH REMOVE DOSING SUSPENDED CEIJNG ■ MATERIALS OR EQUIPMENT ITEMS. MAIERINS REMOVED AS PART OF THE DEUCIRION WORK GRID AND PANELS IN EXISTING PAINT O WALL sECraNS D SHALL BE c - i L - II LAMED BY THE OWNER THE RESPOESIBIl1Y OF THE CONTRACTOR, MD STORAGE ROOM. DISCONNECT EXISTING ``! is ...._. ! ., I: AND NOT C — 1 SHALL BE DISPOSED OF AS OUTLINED IN THE SPECIFICATIONS. - I, ! l' I II LIGHT FIXTURE AND RETAW FOR EXISTING I + OFFICE L I EXISTING ESPINGi RE -USE 1 PREP SHOP . i i ' OFFICE , . l COPY EXISTING 4. CONTRACTOR SHOAL COORONiAIE ALL DEMOLITION WORK WITH ME KING COWRY PROJECT I r ` ' MOW I �i,,., OFFICE . MID THE APPROPRMTE UTILRY COMPMIES AS REQUIRED. ANY DISCONNECTION r i LUNCHROOM : • OF POWER OR . ..I b URUTIES SHALL. IiATED WITH THE OWNER 48 HOURS PRIOR TO . . 1 EXISRNTi 1N I � ■ REPRESENTATIVE 1 ■ WORK BE COORD _ PURPOSES ONLY. CO 1 n C Y i . ' t + RECEIVED < 1 I OFFICE Nu I r OFF CE W I . CITY OF TUKWIL , 5. NIONSIONS IXISTNIG CONDITIONS PRIOR OENOUIION. CONTACTOR ! i EXISflNG I, f LNG G 0 , F .. ' ; I E i ; � 1...3 l 8. � DEMOlJ110N/ REMOVAL OF EXISTING IKiIMT FIXNRES, N 1 ; — Eb i — tin 0 — — APR 2 7. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING WHERE STRUCTURAL U.B ENTS I1cUJDWC +1 I �` f " ",2 2002 I t O \ DOSIING G I IJ E� - tj MODIFIED. UNITED TD COLUMNS, BEAMS, ETC. ARE REMOVED/CUT AND/OR :.. I y ): I; PERMIT C E (�I EOSTING SAND j'•' }'.j 1-�) TER BOOTH AND PR OVERHEAD MONORNL . LEGEND . .._....- - --- M,. eft ' ` rJ' © DEMOLITION PLAN 1. EXISTING WALL TO RBMN SCALE 1 /l6'm1'- 2. REMOVE EXISTING WALL = o' a tr ] Y 3. INDICATES EXIS 1NG FIRE EXRNGUISHER TO REMNN 0 FL DESIGNED: PROJECT MANAGER: SCALE: METRO TRANSIT DIVISION DATE: + SG _ _ 111 =1' -0" SOUTH BASE FACILITIES 04-10 -2002 10 Int Urban Design •2334 I�SIE)FD DRAWN: APPROVED: ONE INCH AT BUS SHELTER REFURBISHMENT PROCESS FACILITIES UPGRADE Pl SG FULL SIZE erior Design g ' _� I 1' , 1 ISIS NO: Inte � R / /'' CHECKED: _ 1O1000 LenLenora SL �f I / • �i DRAWING NO: Suite Y I Sc IF NOT ONE INCH, A3.0 No. S uite 2 WA 98121 ' WOW REQUEST: SCALE ACCORDINGLY King County DEMOLITION PLAN REVISION BY APP'D DATE (206) , WA 981p RECOMMENDED; CONTRACT NO: SITE LOCATION NO Department of (200 8n -9482 fax P SHEET NO: OF Transportation 3 23 1 1 I . , 1 I. L' I' I 1 I I j I � r i 1 i 1 i ii1i T i i r r i iI i i, 1 1 I . I 1 I r I I I ' 1 • 0 Inch 1/16 1 I 2 3 d 5 6 y y Juti� J. ,.� 1 111111111111111111111111111111111111111 1111 LIIII1LIIIIIIII1IIIIIIIII1IIII 111111111111111111111111111111111111111111111111111111111111 89 O 1 RELOCATE _ Q— I _: RACK AS DIRECTED BY KING COUNTY t., (i r (' EXISTING CLEANING TANK TO REMAIN PROJECT REPRESBITATNE J : 1 ; ' . ` ` N STORAGE CABINETS , I DISCONNECT AND RELOCATE DOSING SAW ;.., . , � EXISTING DRILL PRESS TO REIWN • 1 i RELOCATE PORTABLE PIPE THREADER "; I I - I — , I ` • EXIST BRIDGE CRANE RAIL TO REMAIN ` COSTING PORTABLE TABLE l0 REMAIN TO - REMAIN " To REM • BRIDGE CRANE I ' RELOCATE EXISTING CABINETS (2) RELOCATE DOSING LAYOUT TABLE I I EXISTING I I RELOCATE F7lLSRNG MATERIAL STORAGE Q -- 7 8 CONSTr ucroas 81iol_ I R ACK AS DIRECTED BY KING COUNTY RELOCATE DOSING moo PAR TS BINS IN _ I r — -� �- � PROJECT REPRESENTATIE DUSTING ASSEMBLY ASSEMBLY AREA AS DIRECTED 8Y KING RELOCATE EXISTING WORK BENCH I I COUNTY PROJECT REPRESENTATIVE REMOVE EXISi1NC ARTUL- HEIGHT I— DOSING SANDER TO REMAIN N I I I— J O ON Arroro SflNG a . I onsr�c s TO Ra a wAU �wD DooR I I r i r _ L J L _ L_ J O F _, / _ I ... • / EX - . l- ! E L ammoNammo ANE RAA. REMAIN - .tRRNG S(NK - ; 'i EXISTING WA d DISCONINECT AND C PORTABLE ; -� L S AWCIIT A N D REMOVE DOSING CND WALL FOR i r�RElOCATE EXasrNNC MinMinAREA � N EW 807 OP DBNG. REFER TO SiRUCTURAL �'' C II NDER RELOCATE OR REMOVE EXISTING i ..i L _ EU DRAWING FOR ADDITIONAL INFORMATION. REMOVE L J' ' EXISTING ELECTRICAL swTrcHES MD F i STORAGE I FJOS°u�0 CONTROLLERS WHERE LL GROUT FROM FLOOR AND LAND FLUSH WRH REMOVE DOSING CABINETS, DISCARD r - 11 81ORAGC PROVIDE Ag90UATE SHORING I IS REMOVED. REFER TO ING I r` DISCONNECT AND RELOCATE EXISTING ADJACENT SURFACE. AND BRACING DURING DEMOLITION AND I I 1 1 I MECHANICAL AND ELECTRICAL OR STORE AS DIRECTED BY K COUNTY PROJECT REPRESENTATNE ‹......,J,...,,,,,4 PRESS -PUNCH MACHINE CONSTRUCTION WORK, TYPICAL (2) LOCATIONS. DISCONNECT AND DRAWINGS. O — — DISCONNECT AND RELOCATE EXISTING `� . RELOCATE EXISTING � . D - _r ROD OV EN. RBaOVE IXISTING DOOR ANO FRAME �' ��` FRCS �� 7-PROJECT REMOVE ANl EXISi1NC FURNITURE o• i EXISTXKO o. �- Assam D . "� g.....1 AND WALL ACCESSORIES FROM DOSING STORAGE ROOMS. STORE N7(IS11NG LAB ROOM AND DISCARD IN I ' I I REMOVE DOSING WORKBENCH. I D(f5RNG OVERHEAD MONORAIL AS DIRECTED BY KING COUNTY ESISTXNO I TO REMAIN REMOVE DIMING CHNN -UNK ENCLOSURE REMOVE ALL DOMING FURNISHINGS IN II I I I I I REPRESENTATNE STORE AS D BY KING COUNTY L ! II I OR gREC1ED r - - - 1 KT L RESPONSIBLE PROJECT REPRESENTATIVE IXIST1NC SINK I L _ J REPRfsa(rATIVE PROJECT MAioaus sTORAT SWING 1 NC I I u � I �a DOSTNNG FURNISHINGS ON PAINT SHOP 1 I DOMING DUCT TO REMAIN RELOCATE EXISTING FASTENER CAROUSE �. . _ I I `� SAWCIIT AND REMOVE DOSING CMU WALL. FOR y + REMOVE EASING DOOR AND FRAM i L - _ J ° o � � NEW eD72 OPENING. REFER TO STRUCTURAL. TO REMAIN UNLESS NOTED OTHERWISE I \ • : ir ' I r .:-.-- RELOCATE t F.E. DRAWING FOR ADDITIONAL INFORMATION. REMOVE REMOVE EXISTING SINK AND COURIER. GROUT FROM FLOOR AND GRIND FLUSH W M ADJACENT SURFACE PROVIDE ADEQUATE SHORING EXISTING WORK TABLE AND BRACING DURING DEMOLITION MD ENLARGED DEMOLITION PLAN NOTES L _ _ RELOCATE (3) STORAGE cABINErs AS E I I CAP O FF D OSING PLUMBING SUPPLY , BY KING COUNTY MD WASTE UNES. MECHANIC DRAWING FOR CON REFER ,, ' DNTATI COUNTY PROJECT L — — — — J CONSTRUCTION WORK, MICA (2) LOCATIONS. REFER 10 ENLARGED FLOOR PLAN, SHEET AB.O FOR NEW LOCATIONS OF 11134S TO NEW SINK ' REMOVE EXISTING EXHAUST I1038. { DOSING PAINT MIXING ELECTRICAL SNITCHES AND —t om RELOCATE OR REMOVE EXISTING DESIGNIATED FOR RELOCATION, UNLESS NNOTED OTHERWISE ! I + TABLE STOVE DOSING OR DISCARD AS RB OCATE DOSING PANEL l i — — — 1 MEN CA . CANiROUERS WHERE DOSING WALL IS FOR DISCONNECTING, RELOCATING AND RECONNECTING SHOP J _ - _ • :. DIRECTED BY KING COUNTY PROJECT STORAGE FiXRIRE --1-- I IS REMOVED. REFER 1T) 2. CONiRACTOR EQUIPMENT ITEMS (POWER TOOLS, FURNITURE, ETC.) AS INDICATED ON DRAWINGS. E - IiTAT(VE MECFMNIGiL AND ELECIRICN 1 — ;i DRAM. r O T. I • I liii:.F..I' ,i I " DOSING SUMP PTT TO REMAIN i XI..- . I EXISTING PIT TO REMAIN • 11 1 NI I I j i II 1. po i It- �iil • .. I REMOVE AND FtFilACE PIT WITH •11 _ GRATING OVER NEW, REFER � d:' I TO FLOOR PLAN 4 -1 I O — — -! © ENLARGED DEMOLITION PLAN RECEIVED SCALD 1/8• =1'-0• CITY OF TU KW I I_A REMOVE DOSING PAINT 800TH. REFER y ,' ,r TO MECHANICAL DRAWINGS FOR EXTENT OF DUCTING DONOLRION. APR 2 2 2002 LEGEND G-1 T 1. ` ' ` V. LD PERmr rENTEp 1. DUSTING WALL TO RERUN 2. REMOVE WALL © ENLARGED DEMOLITION PLAN ` A p Y 2 L V...; � .F'Y.. 3. REFER TO DEMOUTION ELEVATION, SHEET A5.0 D SCALE: i/8'm1 0' ..' i ti • 4. INDICATES EXISTING FlRE EXTINGUISHER TO REMAIN O F.E ��• -. -- - `' „ �� DESIGNED: PROJECT MANAGER: SCALE: DATE: SG 1J8 " =1' 0" METRO TRANSIT DIVISION SOU ArNxTeCturo D RAWN: TH BASE FACILITIES 04-10 -2002 CEI Urban Design x2331 liEi •APPROVED ONE INCH AT . ;�lL" Interior Design / • SG FULL SIZE BUS SHELTER REFURBISHMENT PROCESS FACILITIES UPGRADE Planning 1000 Lenora � f ! %i CHECKED: IBIS NO: I f � I - � ENLARGED DRAWING NO: ....it Suits 223 SC IF NOT ONE INCH, v SCALE No. REVISION BY APP'D DA E ) 62 1 RECOMMENDED: ON CONTRACT NO: SITE LOCATION Ong County DEMOLITION PLANS ,0 (206) 622-9462 fox Department of SHEET NO: A4 OF Transportation 4 23 I i 1 . 11 1'1'1'1'1'1 I'1 1 ,'I I I I ,. . I, I II ' 0 Inch 1/16 1 ' 4 X 2 3 6 le Y . , . �YJ.r' f.,►r,r - r t Vif A- , _s _ 1 S L q ( L. ` _. i . __ ` -- ti I 2 c -7--- V-. -- - - - - -� - - - —I—_. • l 0 ' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi IIIIIIIIIIIIIIIIIIIIIIiIIIIIIlIIIIlllllllII I IIlI IIJ VIII ■ , DEMOLITION ELEVATION .t24' -0' SAWC Ui AND MOVE KETONE COSTING DOOR [R EXISTING DOOR DOSING WALL SECTION AND FRAME SAWCUT AND REMOVE EXISTING WALL SECTION 4 ?. ' r ___. 1 \ j / __ r R n n g - 1 , -.4 - 1,, p 1 I I I EXISTING SIB / 1 ;1 , . AI I t.S -4. t ' - 4' p(; X / EXISTING DOOR TO ROAN OPENING OPENING OPElINC / NEW IG / / 8'-0' / NEW OPENING EXISTING ASSEMBLY EAST WALL 1 SCALE: 1/4' = 1' -0• 0 r 4 V RECEIVED CITY OF TUKWILA O ;' , APR 2 2 2002 p,,,,' ,P,- PERMIT CENTER s t ESL: . r : r.. I F 1.i ; v , . .. DESIGNED: PROJECT MANAGER: SCALE: + METRO TRANSIT DIVISION DATE: Urban Dwig(1 Planning 12334 REg51EAED DRAWN: APPROVED: AS SHOWN ONE INCH AT SOUTH BASE FACILITIES : ngD SG ' SG FULL SIZE BUS SHELTER REFURBISHMENT PROCESS FACILITIES UPGRADE 04-10-2002 A l � _ Intuior Design 1000 1.0110(0 St 00(4/ .417, CHECKED: IBIS N0: f 1• I IC) Suite , SC IF NOT ONE INCH, DRAWING NO: No. REVISION BY APP'D DATE ( ) 822 -9450 RECOMMENDED: CONTRACT NO: SRE L LOCATION O NO :T INGLY King ent DEMOLITION ELEVATION A5.0 2013 822 — fax Department of SHEET NO: OF Transportation 5 23 I' 1 i, i iiiII iiiiliii I I 1 i : I I I i ,' -� � �' i t t I I 1 I . I 5 • 0 Inch 1/16 1 I 2 ' 3 A I 6 , r. ,%yrirori ry ►:gy T rY :y�. ;� I IIIII1IIIILIII I IIIII IIIIIII I I I IIIIIIILIILIIII1 I IIIIIIII1II . II IIIIIIIIIIIIIII1IIIIIIIII1IIIIIIIIIiIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII , • ALL NEW AND OCIST1NG EIECIRI AL DEVICES AND WIRING IN DUST COLLECTOR ROOM SHALL. BE RATED FOR USE IN HAZARDOUS LOCATION (CLASS II, DMSION IN PER NATIONN. ELECTRICAL CODE, SEE ALSO ELECIRICAL DRAWMN;S FOR MORE SEE SHEET A7.0 FOR LOCATIONS OF NEW INFORMATION. AND RELOCATED FURNISHINGS AND ENLARGED OPENINGS, MODIFY OR ADD TO OOSIIIG SPRINKLER (2) LOCATIONS AS R BY LOCAL� COVERAGE 0 FIK CODE. ,) 0 ® 0 ® 0 0© ©0 0 REFER TO MECHANIC& DRAWINGS MID SPECIFICATIONS FOR MORE INFORMATION. ±218' -7 1/4' MOOIFY ' GRILLE REFER f *1' -1 1/2'1 t41' -5 1/2' \ t17' -0' \\ t47' -0' t7' -8�, t20' -1 1/2' ±8 1/2•1 ±15' f -1' II ±15' -t0 I/2' f ±1' -1 1/2' t52' -7 1/4' f DRAWINGS. -- i .' __ i ' - O RAG E a S UD ALL -AS NEI. t► ♦ ♦ ♦ ♦�� ♦ ♦ ♦ ♦ / ► ♦ ♦ ♦ ♦ / 1110 :I, • 3TORAQEd3U&A93EMD.Y ♦ ♦ ♦ ♦ ♦ ♦� ♦ *� ♦ ♦ ♦� ♦ ♦ ♦♦ ♦�� ♦� ♦♦ +1 ' ! EXISTING TRENCH ® •� ♦ i ♦ i ♦ ii ♦ i i i ♦ i i i ♦ i ♦ i ♦ i� ►♦ ,i ♦ ♦ ♦O�� # i : ♦ : ♦ � ♦ DRAIN I ..... ♦ � ♦ ♦ ♦ ♦ ♦ ♦ ♦ + ♦ ♦ ♦ ♦ � �♦ ♦ ♦ ♦ �; ♦♦ ♦ ♦ ♦ ♦ ♦ ♦: � ♦�. ♦ ♦♦. ♦ : A 4* ♦ i ♦+ ♦ ► ♦ i i i ; r ♦ ♦ ♦♦ ��♦�♦�♦ ♦♦ ♦♦♦'�i et 4 , EKIBTINO I ALTERED ► ♦♦O ♦♦ � ♦♦♦ ♦ �♦ ♦ ♦♦�� � ♦♦ 4 CARPENTERSMHOP AL.TEREDMAULLIONSTAGIG ♦ ♦ ♦ 1� ♦ ♦ ♦ ♦ ♦ ♦♦♦♦♦♦♦♦� ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ � W 1; ® , . I 1 FINAL RLX @ SUBASSEMBLY I 1‘ 40,4r Wr 40 16.v 1i 4 �♦♦ ♦ ♦ ♦ ♦ ♦ ♦� ♦♦♦♦♦♦♦♦♦♦* ♦♦ ♦ ♦ ♦ ♦� ® ► ♦♦ ♦♦� ♦♦♦ '� ♦♦♦♦♦♦ ♦♦ i i♦i� i ♦ i ' �O ♦ i♦♦` i� i ♦�i , °� i i ii i ii i ♦♦ ■ iiii♦i F FAST JAMTOR E3isTING lib: .� - ♦ ♦ ��j��v ' ."�v�� • ♦ ♦ � �� ♦� . . . . . . ♦� . � ♦ ♦ ♦� ♦��� _ I �I I G.11® b ® ELECTRICAL `; ; ♦♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ! ► ♦ ♦ ♦ ♦ +, ► ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦�♦ SEE s Az EO wit IN THIS — ' I X. � ' ® . 1 . .: � � ♦ � � � / ♦ � ♦ ♦ ♦ � ♦ ♦ ♦ ♦ �♦��� ��i9 ♦ ♦ � i ♦ ♦ ♦�' ♦ ♦ ♦ ♦ �' i♦i� ♦i ♦ � ♦ , �i ♦ ♦ i0 ♦ ♦i� �♦ � �♦ ALTERED . ♦�i/►�� � ♦♦♦ caxsTRUCrGGt3 SHOP ■ • .. ... . . Nt 41■ , 1 ■ . ■ 4 .;• . *. 4 4 * 4 0 . : ' • •F. Eb ` ' I ® I ♦ ♦ ♦ � i ♦ i i i ♦ i � i � i ♦ i ♦ ♦ii ♦ *,,4 *e ♦i♦i''e +1 ._ ... ': ♦ ♦ ♦ ♦♦ ♦ ♦♦ ♦ ♦ ♦ fi r ♦ ♦ ♦ ♦ ♦ ♦ ♦�♦ �♦� ♦♦ ♦♦ ♦♦ ♦�; ►♦ ♦♦ ♦ ♦♦�♦e ;: ♦♦♦ ♦♦♦♦ ♦♦♦♦♦♦ ♦♦ ALTERED F. , . _ ' 6a '' i PAINT ROOM In i Li 16 , 4 F E� MODIFY OR ADD TO SPRINKLER SYSTEM FLOOR PLAN NOTES r!' I A PAINT SHOP ■ 11 1 1� AS REQUIRED 8'f LOCAL Fw CODES. E l TILE SHADED AREAS m MOWN ADEQ COWPAGE i i , - - «:.... TO MECHANICAL DRAWINGS AND I. DIMENSIONS SHOW BETWEEN EXISTING SURFACE ARE DESIGNATED wR1R T. ACTUAL — SPECIFICATIONS FOR MORE INFORMATION. DAMSONS WY VARY ACCORDING TO DOSING CONDRIONS. DIMENSIONS SHOW VIM 't' SEE SHEET A7.0 FOR NEW WORK PANIT E I1 ! i i . ,,_. , I :" REFER TO f flJ j DRAWINGS E JS SHELTER FRONDED FOR NVfQRMATN)NAL PURPOSES ONLY. SIDRACE ROOM. — T :: ` IT ::::::,�,�_� a. y , I i , . SONIC SPRINGER UPGRADE N IN TIE BUS SHELTER REFER TO MECHWBCit/ DECIRKAL DRAWINGS FOR HYAC, AND tX}RNIG INFORMATION. 1' ' "` ::: - U f i I i ALT ..... c �. J . REFURB FACl11Y IXCUIDNIG DEMO DEMO OFFICE E AREA). 2 »- 1 I B I I ��` �' :. �- .,; •� 3. ALL WOOD USED IN THIS PROJECT, INCLUDING BUT NOT LNNTFD TO COUNTERTOPS, SHALL BE I )+ $ .. F IRE - RETARDANT AS INDICATED IN THE SPEOFICATIONS. v \ a' : ' II. 0 rm i , 1 � 4 LISTING . i I 1 , 1 1 LEGEND • FLOOR PLAN PREP SHOP", s ® # �I 1 EXISTING WALL TO REMAIN ` _. " - -'1 ; • '; ' CITY RECEIVED 1. O F H t Tl1KWILp. F. 2. INDICATES NEW SURFACE MOUNTED FIRE EXTINGUISHER. — } ; TOP OF EXTINGUISHER 0 +54' A.F.F. ALL . N — _ .: � : APR 2 2 2002 DQi1IG1ISIRER TO BE SIB 2A 100C UNIT. EE �. ; Ki ILA + i i; : I �IX ' I.._ t O X 11 ;' 1 3. INDICATE EXIST NG FIRE EXTINGUISHER. I AY {'` �� .� PERMIT R IVl IT C E N �„ t I'.? � < < TER F.E DOMING SAND BOOTH AND PR EXISTING OVERHEAD MONORAIL q..i?J7 Ni41, V 2 : A FLOOR PLAN r^$) I` jti ,' SCALE: 1/18' °1' -O _..._ _ ...... A DESIGNED: PROJECT MANAGER: SCALE: METRO TRANSIT DIVISION DATE: � SG 1116 " =1' -0" 04 -10 2002 Architecture � yy34 ER� DRAWN: APPROVED: ONE INCH AT SOUTH BASE FACILITIES Urban Design / FULL SIZE BUS SHELTER REFURBISHMENT PROCESS FACILITIES UPGRADE A Design / , r / "� CHECKED: SG IBIS NO: f .. I � I DRAWING NO: A � 2222 SL , , q :� t S� IF NOT ONE INCH, Ong County F LOOR PLAN f� WORK MOM SCALE ACCORDINGLY A6.0 Seattle, WA 98121 RECOMMENDED: CONTRACT NO: SITE LOCATION NO: Department of SHEET NO: OF No. REVISION BY APP'D DATE (206) 622 -9450 (206) 622 -9482 tax Transportation 6 23 i i . i i i i i i . i� i i i i i 1 1 1 1 , 1 I 1 . 1 , 1 , 1 ; 1 . 1 '_ i i i i 1 , i .i 1 i �, 1 I I I I , I i. I I .ii • 0 Inch 1/16 1 I 2 3 4 5 6 I I I vi' -:',. ,, g V t fi t. �t i i }I Y - ____.. _. 1 ( IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111111111111IIIIIIIIIIII1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIII- IIIIIIIIIIIIIIIIIIIIIII1IIIIIIIIII • 11 (ED — RELOCATED SANDER ALTERED t1 10 RELOCATED DRILL. PRESS 0 STORAGE RELOCATED BANO SAW 1 117 I —. ill , 22• x 36• FIRE RATED I .. y CEILING ACCESS PANEL © _. — — 70asmDaSii‘ = — I I r ...�, I I I NG CLEANI �i R R ELOCATED PORGl11E PIPE 1HRFADER ING ST CABINETS . , I ORAGE LEDGER, TYPICAL 0 P . 4 „ V ERIMETER EL.00ATED HORIZONTAL SAW NC DR ILL PR ESS PORTABLE TABLE � ,, RELOCATED PRIES -PUNCH , 3/4' FIRE-RESISTANT ; . 18 GA 6 STEEL I I .E. OVER JOISTS �-" A ° I • Ii PL TONS ALL '`� K. { _ I I ALTERED DOSING MECHANICAL WINGS � �� © EXISTING BRIDGE CRANE RAIL CONSTRUCTORS S?9OP �� 11141 ■',`` I 'i / 20'x.4• / RELOCATED LAYOUT TABLE +I i 8 7 6 RELCCATED CABINETS I REFER 10 MECHANICAL DRAMS FOR „) �~ 4 A 1 EXISTING SINK - O MODIRCADON OF DOING EXHAUST x • - I I ! 1 I.. _ • SYSTEM IN MIS AREA 1.-,,-. 1 N— I O FE � FE EXISDNO SINK COUNTER SLED. MOLES AT NEW j . I I ARE EXISTING BPoDCE CRANE RAIL ram PORTABLE ac ! ` T .\ q . _ . _ I ❑ OPENINGS, 0 Al JMIB AND , ? ELDER A !.._`> I F. __ � OINAG ED SUE-ASSEMBLY \ E nl DRAWINGS FOR y ' . I • — RELOCATED Rim SYORAGE @r SUS- ASSEIBLT ENLARGED PLAN - CEILING FR A MI NG STOP BLO stE DETNL ' I �` —� kx c ' 1 I RELOCATED ROD OVEN I \ L `, STORAGE FIXTURE 1 110 I RELOCATED PANEL MATERIALS N �` ' _ SCALE: : TORAGE SHELVING. LE: 1/4 =1' -0 �� -�, o' 2' 4' B .-49.,,e,:,.. $ d} q rP, ;d.)> ' NEW 4' x 10' (8' -8' x 10' O CN. 1 2 NEW RADIAL ARM SAW - PROVIDED o F:��1 n 1C1 Ja*Di AND INSTALLED BY CONTRACTOR Op - � „ Y _ Q � _ — DRAWINGS FOR BOO BENCH SPRAY BOOTH. SEE MECHANICAL I, p'" �� Ir� P,( — BOOM AND EXHAUST — IN ADDRION T AREA INDI CATED AROUND t4 }F I ; n r , 1 ' . _ INFORMATION. BOOTH OPENING, D P MD WIRING LOCATED 1 �0 -�0' I I �'` aFf.n'r ° }I • 1 ' r NEW DRILL PRESS - PROVIDED AND r r )— DEVICES ABOVE FLOOR t� > 1 I INSTALLED BY CONTRACTOR. I I I I I I I I I RELOCATED WORK TABLE NH HAZARDOUS LOCAllON RATING. SEE ELECTRICAL DRAWINGS. � ;.A ALTERED : L _ _I L _ J L _ J PALLETIZED PARIS BINS (BY OWNER). r ]� ! EKISTINC DUCT FINAL ASSE�1 ®L Y NEW +34 COUNTER :0:::::::1:00 n• 1 111 ! ; I `y i I IN ADO R N TO AREA !RIMMED t _ • ALTERED MULLION STAGING RE1pCATED FASTENER CAROUSEL MODIFY DOSING DUCT HEIGHT TO CLEAR AROUND MD(NNG TABLE OPDNNNG, ALL S gLY SUB 11 NEW CABINET O ORAWMNGS r { q �� r ' {5 "' I LOCATED 1TED 10' ABWE IN L? i 1 109 IT . ,_ I f '' ' {" SHADED AREAS SHALL COMPLY WITH JwB, iYP (4) LOCATIONS. f E - i z QR+ Y ; I Rf, NEW SHELF ' s ` ra z T � OCATOCATNGSlE OD1 0 7--,..`--- r ( I ►" RELOCATED DRILL PRESS S.\.s,rt7f C r r , r DR AWINGS. GRO ]him IN FLOOR DUE TO x ' 4.� ' a ' ' l r g i `, ' l r�' " �t I. ,' r NEW PLANT WONG TABLE AND ' ] . WORK R LS U H WITH �� �i I �L +'� ' "1 �� 's k : 'I HOOD, SEE MECHANICAL DRAWINGS I h] FLOOR SURFACE RELOCATED GRINDER NEW 181Yx Ii sE�, ,4,, ,.- F 9V1.41,4% I SEE `� . L z fig" � ` ' t i i` I i FOR MORE INFORMATION. - N _ 7 EXISTING RELOCATED WORK BENCH BOOTH. S 01, f + "c i A +5c r I E BBSTIA"G MECHANICAL DRAWINGS FOR !I �7P' �`3 MPc�ti� < "i 1 t6in 4 DUCTING INFORMATION. I, � � l 68 ' r sx' t1a - '''�'4 C' u ' :4 :i `Si I �A L "v Y 11 + i rya �,5" rte£ EXISTING OVERHEAD MONORAIL I I O 4..Y i4✓ M , � t � \ HS `} &� Bi c . +, _ .; E ® Y ? : -N L > - F.,1; ' 4 , ' { , . ,, , - 3.4 {- , 7r 4. � ' 7. , X 1'R.. I E I I � rr ++ 7 -- _ t l k ''''' ( c *' � a - �,b' 0ifi i " Kn EXISTING SUMP ENLARGED FLOOR PLAN NOTES I .(' dr ... .. , y. �,.. e : ,,, ,,,,, Y ... . , y r qp('7 1 4 �'� I II _ I 1. PRO CT DE FOR L MORE RELOCATED OR NEW POWER E�lIIP11ENf. REFER i T 1 ' I _ it 11 , F K'vel � SEE ENLARGED PLAN I III ]., , `l'^ I 2. ALL WOOD USED IN TFIS PROJECT, INCLUDING BUT NOT UMRED TO COUNTERTOPS, SHALL BE MS SHEET I : i STORAGE ! , I r ; F I f CYAN AND REMOVE RESIDUE ALTERED ' ' N T FIRE- RETARDWT AS INDICATED IN THE SPECIFICATIONS, i r " ;4'.0, I - i , FROM ALL DOSING GRATE 3. CONTRACTOR IS RESPONSIBLE FOR DISCONNECTING, RELOCATING AND RECONNECTING SHOP , P. r j SUPPORT BM. IDS (POWER TOOLS, FURINNRE, ETC.) AS INDICATED ON DRAWINGS. i ! j 04., ' :':%'-'4:11 + ! r i INDICATED ' _ ,..I , ' II $ . {a ► I L I M ADDITION TO AREA fa�c� 1 1 AROUND OPENNGS, ALL ELECTRICAI. ' r�s �.� s I } ! DEVICES LAID WN k LOCATED LEGEND 0 . , 't k r i" �' � r ' i 15-0 ABOVE FLOOR IN SHADED RECEIVED �.: S. - I : AREAS SH ALL COMPLY WTIH CITY OF TUKWILA 1. EXISTING WALL TO MAN FLO R WR i NEW �. DRAWINGS. RATING SEE ENLARGED FLOOR PLAN COORDMATE NISTNIATKNJ )' GRA WITH SCAT!~ 1/8 =1'-0' APR 2 2002 2. 9RERIOR ELEVATIONS, SEE SHEET A9.0 D INSTALLATION OF NEW PAIR BOOTH. 0 e 1rr 3. T OF D S NEW SURFACE MOUNTED FIRE EXTINGUISHER. . CITY 1 1 'E RIVIIT C nlT'E TOP OF EXTINGUISHER 0 +54' A.F.F. ALL • O OY ±' I.0 t1 p1NGUISHER TO BE 5LB. 2A 106 UNITS. FL ai'I ! L.L' D 4. INDICATES DISBNG ARE DQINGUSHER, a ENLARGED FLOOR PLAN 5. AREA INDICATES ALL EXISTING AND NEW ELECTRICAL F.E. SCALE 1/8.1'_0• f �,.L ' DEVICES AND WIRING WHIN INDICATED RADIUS OF „ S s ♦' KY , EQUIPMENT OPENING (I.E MUTING TABLE, PAM BOOTH) 1:‘ SHA LL BE RAID) FOR USE IN HAZARDOUS LOCATION �k; I'.:,_' i %i) (CLASS I, DMSION I) PER THE NATIONAL ELECTRICAL CODE SEE ALSO ELECTRICAL DRAWINGS. ,... ,._.ti.. DESIGNED: PROJECT MANAGER: SCALE DATE: + SG — AS SHOWN METRO TRANSIT DIVISION Archilochus .2334 Q� DRAWN: APPROVED: ONE INCH AT SOUTH BASE FACILITIES 04-10-2002 DesIgn Urban NICIiTF1 So FULL SIZE BUS SHELTER REFURBISHMENT PROCESS FACILITIES UPGRADE 1000 _ Interior Design — ENLARGED // I , CH EC KED: IBIS NO: f 1 _ DRAWING NO: Suite 223 /. 1 � l SC wam REQUEST: SC ALE ACCORDINGLY N seams, WA 98121 King County FLOOR PLANS A7.o RECOMMENDED: CONTRACT NO: SITE LOCATIO N B COUnt REVISION BY APP'D DATE (206) 622 -9450 Department of SHEET NO: OF (206) 622 -9462 fax Transportation 7 23 • I ' 1 1 I . , I I. I I I I I I I ' I i 111,i1i I I i 1 I I 1 i I I I I • 0 Inch 1/16 1 I 2 3 d 5 6 VyA.0i. j – - _-- _._ ...__ __.____ — • -- -- - - - -- g 7I I;t f,t ,.Li. 111 z b -- i �.,....__ o • IIIII IIIIIIIIIIIIIIIIII IIIIII(IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIi IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII• „ o o' E ® 5 00 oo 0 4 PMP ■ ET. TYPICAL A X I ' I I I I I L - L _ t g . - 0 I X X[x X II � I X DXSIVIG PARAPET, TYPICAL I 1 t 1 '>< • I x n 1 Ii • EXISTING SKYLIGHT, TYPICAL 1 n t EXISTING WALKING PADS, TYPKAL I I '' 1 I . I I I C J O ;' 1 - UNIT I I II 1■ 19fISI1NG H1vA NEw wALIoNG PADS, 'RUBBER I A , 1 , I 1 - APPROVED GUARD' HY FIRESTONE OR AS I , I , 1 n n i 1 PROJECT RL3ENTATNE I • DISSCCHARGE HIGH R00 I ■ .�I X MEGNNICAL DRAWINGS. NEW MUST VEIN, SEE t 1 I MECHANICAL DRAWINGS. . NEW BENCH SPRAY BOOTH IXHMUST I ' WITH GUY WIRE BRACING. GUY WIRE TO > . 11. n 1" ► I t1 X DE CALVAN¢ED STEEL INI WRH MUM , vv 15001BS. RE5ISGNCE PROVIDE I MA KIM. 1 w®; n ■►� a ® H STAIR ACCESS TD t NG WALJOM. CURB FOR GUY WIRE ANCHORS, SEE � ® 1 ' . ACCESS DOOR HIGH Roof I ROOF PLAN NOTES ' -- ROOF — 0 ��I� � fr■1• .�MiNA M�iI®ia®l =NMI.r��l1 ®EIS= 1. EXISTING FEATURES ON ROOF PLAN SHOWN FOR INFORMATIONAL PURPOSES ONLY NEW EXHAUST VEIN FOR ® �� • I " p L�J WING I; , CONTRACTOR TO REID VERIFY ACTUAL COMMONS PRIOR TO CONSTRUCTION. TABLE; SEE MECHANICAL DRAWINGS. I .��■�,�.._�� r �.� l 3 I DpSRNG VENT 1 2. CONTRACTOR TO REPAR DAMAGES TO DOSING ROOF AND ROOF FEATURES, INCLUDING BUT NEW WALKING PADS, ?RUBBER ' I • . * . . 1 . _.`.'. Ir J • - 1 i i I , y IP i 1 NOT UNITED TO BOWING ROOF SURFACE, HNAC EQUIPMENT, FLASHING, ETC. CAUSED DUE TO GUARD' BY FIRESTONE OR AS Ir • EXISTING ERNA II 1 • AG II�NiS y; A WORK DURING THIS PROJECT. APPROVED BY KONG COUNTY ( I ROOFi WITH i i I- .:.,: ; r Y� PROJECT REPRFSENTATNE— 1 Exst ROCK RUST ■ �; I I EXISTING HVAC UNIT ANY PENETRATIONS OF THE EXISTING ROOF SYSTEM, ROOFING PATCHES, FLASHING AT ROOF '_I ; 1 ■ E c ` - i , I I i 1 _p twlt�u _ — I � 1 PENETRATIONS AND OTHER ROOF REPNRS SHAT BE BY WORKERS EXPERIENCED WITH THE © - \ r i II — ! I . DUSTING TYPE OFF ROOF (EPDM) EMPLOYED BY AN AUTHORIZED FIRESTONE ROOFING me m um m E1• ■ i APPLIG1TOR. SEE ALSO sPECIF1G1110N SECTION 07520. Y eir 4 h14 T 1 r 1 i I , _ _..:.. 4. REFER TO MECHMICCAL DRAWING FOR CURB DETAIL a. { n B 1 Kf :j,i \ , • MG HNAC j 1 ND E)OSBNG PARAPET, TYPICAL 1 5. REFER TO SIRUC1 ORAL DRAWINGS FOR NEW REINFORCING AT ROOF PENETRATIONS. O RP] II I ' jq }I, 1 I ' j I I ®I��{�{�� I a I' II .. -... - LISA 1 49 0 1 , :,�,, I LOW ' 0 F .... >.:.;.I • it ,,,. :. ----------i----- .-----.T . :MR I � 1. EXISTIIG DO,AUST FM I I I 1 I } 1 I EXISTING VENT S !' DUSTING SKYLIGHT, TYPICAL 1 t I ., j EXISTING I I i ' 1 ■ 1 1 • • Q = = = =� _. � - = p° ' — ' °o ,,t,1, 1� CITY RECEIVED TUKWILA t � 1 T 1 E)OSTING ROOF t . t 1 - { , t', , ° I i DRAINS TYPICAL : I C i C ,`( O _ ^' i - i ' ,;- I APR 2 2 200? DOMING PARAPET, TYPICAL N;Z �, ' EXISTING ROOF DIETING • 'ET, TYPICAL MINS, TYPICAL. W1 ►iNI :* :. PERMIT CEI\ITE.F; L x . i ‘ AN ROOF PLAN SCALE: 1/16' =,'-0' = • DESIGNED: PROJECT MANAGER: SCALE: METRO TRANSIT DIVISION DATE. i I- Arohttecaue SG 1116 " =1' -0" 04 -10 -2002 12334 TOED oRAwN: - APPROVED: ONE INCH AT SOUTH BASE FACILITIES Design SG FULL SIZE BUS SHELTER REFURBISHMENT PROCESS FACILITIES UPGRADE - Homing Interior Deeign , 1000 LenoraSL I CHECKED: 1815 N0: I "I DRAWING N0: ' q SC CONTRACT N SCALE ACCORDINGLY King County ROOF PLAN A8.0 Seattle, A 98121 RECOMMENDED: CONTRACT N0: SITE LOCAT NO: No, REVISION BY APP'D DATE (206) 6) 622 -9450 Department of SHEET NO: OF (208) 622 -9462 fax Transportation 8 23 I l i I I I I I I I i ' ' I ' ! ' j . . K i i l i i I i l i a 11 I I I I 1 I 1 I � . Inch 1/16 i , 3 4 5 6 }'+ Y -tiWJr c rorr( m } • I . yy x.1.:1 } -,,,s Y . IIIIIIIIIIIIIIIIIIIIIIii IIIIII IIIILIUII IIII IIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I (III (III I Ih IIIIiiII INTERIOR ELEVATIONS 0: 2 0 4 .L - ISI1NC - i24' -0' , Cl]UNC DECK �BA, FXISRNG - ., - -- 40:24 -0 L u Cl7UNC DECK \/ \ / 8.0, IX f i \\ rBUNC DECK S U EXISTING WAU., REPLANT -- EXISTING WALL, REPAINT - EXISTING WALL REPAINT - - EXHAUST DUCT, SEE MECHANICAL DRAWINGS COUNTER PAINTED PANEL SUPPORTS, BRACKETS (2) SEE DETAIL DOSING DUCT PLASTIC LAMINATED SHELF — 4' STAINLESS STEEL 3' EQ EQ. EQ. EQ. 3' COUNTER BRACKETS (4) — BACKSPLASH ,1\ 4 I -I—MODIFIED DUCT, SEE I i \ I I I " I MECHANICAL DRAWING DOSING SPRINKLER ,� ' I I I - - - - -' '�- BENCH SPRAY BOOTH f I I I I DOSING DOOR STNNU S 57lFl i4' -61/2' 11' -0' , 5 ' -0' I I�SIDESPUISH STOP BLOCK, SEE DETAIL �-- I 4111 \ 1 o I� 1 1 � 7 j �l m om PLASTIC LAMINATED f ELISE CABINETS STOP BLOCKS, SEE DETAIL / © 0 Allk ' ' INSULATE EXPOSED PIPES / 3' -0' / 3 EQUAL FlL1fR / 9' -0' ,• 115 ALTERED PAINT ROOM 1 115 ALTERED PAINT ROOM 2 115 ALTERED PAINT ROOM 3 SCALE: 1/4' = 1' -0' i---r....-■ , I ,_ . 0 2' 4' SCALE 1/4 = 1 0 • `.� SCALE 1/4' = 1' -0' 0 Y 4' e ,C..204.-0. -- - CBUNG DECK \ � \Z� \ / / \/\ / / NEW STEEL ANGLES NTOUND NEW STEEL ANGLES AROUND DRAWINGS SEE STRUCTU SEE STRUC U \ . -.../ .; \ �,.,- TV :(,VI RECEIVED 'tl-cre . 114 ! "c i .2 DOSTTlG SINK I lJ't p, APR 2 2 2002 l? I'.,. CI OF TUKWILA D OSING DOOR TO REWNN ' � 2 ... ` ` - 1 • .DRAWINGS '' `` PERMIT CENTEF? k i,;:!....1....:.) NEW OPENING NEW OPENING .. :::17--- 111 ALTERED FINAL ASSEMBLY 1 SCALE 1/4' = i' -0' 0 2' 4' a' -- - - 1:6 111 TZI DESIGNED: SG PROJECT MANAGER: SCALE: AS SHOWN METRO TRANSIT DIVISION DATE: / 04 -10 -2002 ArchRecturo 142434 I _ REGISTERED DRAWN: APPROVED: ONE INCH AT _ SOUTH BASE FACILITIES /� Urban Design FULL SIZE BUS SHELTER REFURBISHMENT PROCESS FACILITIES UPGRADE A \ 9n � � / , CHECKED: SG IBIS NO: I �� DRAWING NO: /� 1000 Lenora St SC IF NOT ONE INCH, �' ■ � Soothe, REQUEST: SCALE ACCORDINGLY King county INTERIOR ELEVATIONS A9.0 No. REVISION SaaN1e, WA 98121 RECOMMENDED: CONTRACT NO: SITE LOCATION NO: BY APP'D DATE (206) 622 -9450 Department of SHEET NO OF (206) 622 -9462 fax Transportation s 23 I .1 1 I 1 I I ' I I'I I I �., 1 i l l 1 i!1. ! I i. I11 I 1 I I I • • , i • I O. Inch 1/16 1 2 3 d I I 6 V r S t V t C17 i, l i i I — _ 7, ti- -- - l ` I _._.... IIII IIIIIIIIIIIIIIIIIIIIIII1IIII IIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIII1IIIIIIIII1IIII • . • INTERIOR COLOR & MATERIAL SCHEDULE EXTG. FLOOR J FLOOR ��� MATERIAL MATERIAL COLOR I PATTERN (MANUFACTURER)' 812E NOTES 4� REFERENCE r 9 ® ® 5 O© WAILS PAINT — — . PI WNRE/NHIIE (1685 -19 DURAEPOKY - CEUNC I I I I I I I : OOR$ PANT IIFU 1685 -11 DEPDXY - T - — AL ° � I CABINETRY —_ I - - _- O .,I _ - Ai - _ - _ �_ - � — -1- PLi PLASTIC LAMINATE 462-58 CONTRACT GRA�FORMICA) I BASE CABINET; COLOR AS SHOWN OR AS SELECTED BY K.C. PROJECT REPRESENfATNE ALTERED (MALL PANEL NOTES: I ' l I I BTOAAGE 89FJA8.Y I 1. REFERENCES TO MANUFACTURER'S PROPRIETARY AIAR /PATTERN DESIGNATION IS FOR DEF1NMON OF THE INTENDED VISUAL DESIGN CHARACTFRIST1CS OF THE MATERIAL ern' F Ti KWY� REEK TO THE SPECIFICATIONS SECTION- SUBSTITIMONS & THE APPL.ICtBLE MATERIAL SPECIFlCABON FOR DEFINITION OF ACCEPTABLE MANUFACTURERS. 9 AA I ; I ALTERED - I I 2. PANT EAST MD WEST MAN DOORS AND HOUDW METAL FRAMES IN ALTERED PLANT ROOM /115 P1. �f?i;f 1�tit 10 EXISTING fTNALASSEFIDLY 3. PAINT STRUCTURAL S1EE0.. ANGLES AROUND EIIARGED OPENINGS P1. CARPENTERS SHOP r ® ALTEREDIIUWON STAGI 0 4. PAINT ALL NEW EXPOSED STEEL FRAMING UNDER ROOF DECK TO MATCH WSW. LOO i & SUBASSEMBLY FLOUR 4' ® WALL TREATMENT 1%-1 L 'I 2 7 n t I FINISH KEY: 7 I I • , DETAILS BASE I 4 4 NOTES 4111111111 FLOOR A CEILING � ` • 1 1 } ALTERED FIGH-PILE BTORAG O - j 1 —' - - MEONANI9 t - t ® LJ: t PA PI: t`tir� s • • ' t � . _. _... — [ _ RST ANIPOR cOSTIFW E V 1. '' ,y;1 I ay. Nun (ELECTRICAL FOR SHELF INFORMATION, REFER • I C A l f IMO TO DEW Mg SIMILAR A rk I' I I FISTING I I I 5/8' STEER. ROD - -- ALTERED OFFICE p 1' -6' CONSTRUCTORS SHOP ® i • x 3/18• J COUNTER BRACKET, RAMS I / 5• x 3 STEE L PATE — 1/2' x 6' EXPANSION / °O SERIES BY 6OO8, OR APPROVED NE CORPORATION '� STORAGE UPPORT I I BOLT 0 12' o.c., 6 FROM N 1 -800- 828 -600 I ENDS, COUNTERSUNK • I \ EQUAL L, (4) LOCATONS, 450 U3S/ DRIVE THRU ` I $ /SSSEMBLY j BRACKET MINIMUM. ® l/2' ATTACH TO 2 x 4 WT1H / NO SCALE) FOR COUNTER INFORMATION, REFER - � _ I (C U AT BACK. \ / TO DETAIL 0 3/8' THRU-BOLTS I ALTERED -T---- - I ' EXTG. PAINT ROOM I Ir. I _ -- I I ATTACH 2 x 4 TO WALL NTfH BEYOND BASE CAMNLT FLOOR ® -I - --- c I 1 PRESSURE TREATED 4 x 4 1/2• x 4 EXPANSION BOLTS J\ I I ATTACH SUPPORT ASSEMBLY COUNTERSUNK P t P1.1 BASE CABINETS I EXISTING FLOOR 0 12 c.c., 6' FROM ENDS, ^ I� I - - -- i I AS SHOWN ON ELEVATION EXTG. � _ - II FLOOR l P1 ALTE Td7 I --- _ COUNTER BRACKET, RAKKS P 1 . - - - :_- TO WALL `� • PLANT SHOP I ® �\ ° _ E APPROVED © _ SECTION 12• 1 800- 626 -6006 N / EQUAL (2) LOCATIONS. 450 LBS/ . _ _ - - - — _ 7 BRACKET MINIMUM. I If I L ------ - -_ - -- ` - RUBBER TIP EN ALT. miii; it '' TYPICAL 2 x 4 BTO :: a--- k . II- _ _ ft_ i • �I — — — — — -- STOP BLOCK PANEL 3-O' RFCE D I O S 3 . 01 , x . O EL SUPPORTS COUNTER TOP @ SINK 0,04 1ETA ILA, e• I SCALE i 1/2'01' —D' O �• e' to 2 SCALE 1'1'-0' o E , t �� r 3 I _ 1/2' ROLLED EDGE (0 TOP) �(�(� - 'OP L EYE PR - ELL' - - -- - - .033' S TAINLESS STEM 2� y [IUYI If1ERLAILT W11N 1 / BASH (OVER © I J - _ : 4 := o z 4• -- AT .--- STEEL P -�. O _ _ _ = I I it 03 LEDGER `' - __ 3 ' STAINLESS STEEL SHEET METAL COV WITH I L SIDE SPLASH BEYOND FIRE -RR TANT FLASHING MEMBRANE 11ToL r - COUNTER -RA HgIG, PLYWOOD I� DOSING CONCRETE OR CMU (ADHERED TO CURB) 1 I I I I _ ♦ �'. - HIGH-DOMED, CAPPED GAS j KETED FASTENERS, 16 ' I I ' 1 \ ATTACH LEDGER TO EXISTING -- - WALL WITH 1/2'x3 - 1/2' WOOD CURB AND HAILERS REMOVEABLE SHEET METAL COUNTER-FLASHING. 033' S�, TOP EXPANSION BOLTS, 12' o.c., .,,�� ® +9' -0' ~' 1 /2' � ROLLEn 8 FROM TYPAL B.O. NEW CEILING SFALANr ROOF MEABRAII © FINISH PLAN RM ,, H J EDG SCALE: 1/16.1' - �,. < 1/2 MDF / CEILING MST I I o' t to J2 YWO�iD 2 1 ♦ ♦ `Q ���� ♦� ♦� ♦q ♦ � � ♦' 1 / , () LAYERS 5/8 =lir � ♦�� ♦♦` ��� ♦� ♦� ��♦� J ■ ' ��� 1�� e�i ♦mil O COUNTER TOP DETAIL EXISTING INSULATION EXISTING ROOF DECK © CEILING DETAIL O ROOF CURB DEATIL scAtE 1 =1'-0 �-�-- 6 - o e' t' r 4 SCALE 1- t/2' =1' -0' 0 r r 16' 5 SCALE: 3• =1' -0• 1 ---F—, , 6 DESIGNED: PROJECT MANAGER: SCALE: :I A + METRO TRANSIT DIVISION DATE: Architecture S G _ _ AS SHOWN 04-10-2002 ÷ , Urban s?J3{ RE�'IF1ED DRAWN: APPROVED: ONE INCH AT SOUTH BASE FACILITIES _ Deign SG FULL SIZE BUS SHELTER REFURBISHMENT PROCESS FACILITIES UPGRADE l' "I 0 Interior Design , / 1000 Lenora St. � // 4, re' 5 CHECKED: IBIS N0; 223 'Y F NOT ONE INCH, DRAWING NO: No. REVISION Seattle, WA 98121 ~ S c SC WORK REQUEST: SCALE ACCORDINGLY FINISH PLAN &DETAILS BY APP'D DATE 206 g�_g r RECOMMENDED: CONTRACT NO: SITE LOCATION NO: Kin g County A10.0 208; 822 -9482 fax Department of SHEET NO: OF Transportation] 10 23 i I ,. j I I •I 1 1 1 I: I i i u i � , i i' i..T i i i .. i i .i i 1' 1 I 1 I I I: I 1 , • 0 Inch 1/16 1 1 2 3 d 5 6 ' ;( Y, Wir^wroir—re ' M1fAurai. r . g >'t Vii. - ��1 t� __ _C�f C . V ._. L - — L- - - t ,w.� 0 1 ' IIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111I11111 IIIIIIIIIIIIIIIIII IIIIIIII11111 11IIIIIIIIIIIIIII, IIIIIIIIIIIIJIIIIIIIIIIIIIIIIII1 ..........._.___,___ STRUCTURAL DRAW! NGS �, STRUCTURAL NOTES C CODE REQUIREMENTS: All design and construction shall conform to the requirements of the Contractor shall be responsible for all safety precautions and the methods, techniques, STEEL REFERENCE SPECIFICATIONS a. Uniform Building Code, 1997 Edition. sequences or procedures required to perform the work DESIGN LOADS In addition to the dead loads, the following loads were used for design: SOILS: Uniform Building Code, 1997. All topsoil organics and loose surface soil shall be Structural Steel - AISC - Specification for Structural Steel for Buildings - 9th Edition 4., Roof 25 psf LL removed from beneath fill supporting concrete slabs or paving. Welding - AWS D1.1 Floors CONCRETE; Concrete work shall conform to all requirements of Chapter 19 of the Uniform AWS prequalified joint details d Offices 50 psi LL + 20 psf partition load Building Code. Concrete strengths shall be verified by standard 28-day cylinder tests, unless Welder Certification - Washington Association of Building Officials (WABO) p- Corridors 100 psf LL approved otherwise. Concrete mixes shall conform to the following I SEISMIC LOAD$ i'c Test Steel Decking - Steel Deck Institute, AISI - Specifications for the Design of Cold -Famed Steel Structural Members Project is located in Seismic Zone a ipa ways) . Lti < Earthquake design is based on the following; 3,000 28 footings, and slab -on -grade STEEL MATERIAL$ N The Contractor shall submit concrete mix designs for approval 2 weeks prior to placing any Connection material, embedded items - ASTM A 36 Elements of the structure and nonstructural components: concrete, The mix design shall be in conformance with UBC 1905. The submittal shall channels, angles, base plates, / 1 indicate where each concrete mix is to be used on the project, as well as the maximum and misc. steel Fp = a " I " I + 3 h' J W„ aggregate size of each mix Maximum aggregate size shall conform to the specifications. R \ h Welding Electrodes - 70 list, Low Hydrogen I ADMIXTURES; Water - reducing admixtures may be incorporated in concrete mix designs, but -> 0.7 C IpWp shall conform to ASTM C 494, and be used in strict accordance with the manufacturer's STRUCTURAL STEEL Structural steel design, fabrication and erection shall conform to the m ,, ° W < 4 C. I recommendations. CaCl2 or other water - soluble chloride admixtures shall not be used requirements of Chapter 22 of the Uniform Building Code. Bolted connections are to be of a z high strength ASTM A 325 bolts. The minimum weld size shall be 3/16 inch, unless noted z a Where a p = see UBC Table 16-0 WATER/CEMENT 1I3' Water /cement ratio shall be measured by weight and shall be based otherwise. Structural steel and connections exposed to weather shall be hot - dipped galvanized C = 0,36 on the total cementitious material. Water /cement ratio shall be determined by the supplier after fabrication in compliance with ASTM A 123 All field welds on galvanized material shall be I, = 1.0 based on strength requirements and shall not exceed the maximum water /cement ratio if coated with brush applied zinc -rich paint complying with ASTM A 780 (Galvacon or f R = see UBC Table 16-0 shown above. equivalent). m h, = element or component attachment elevation L- I h, = 14 feet SLUMP; Field measured slump shall not exceed 4'. Tolerance of slump shall conform The Contractor shall be responsible for at erection aids and 'pint preparations that include, but - , W = weight of portion of structure or component to ASTM C 94, are not limited to, erection angles, lift holes and other aids, welding procedures, required root I- s openings, root face dimensions, groove angles, backing bars, copes, surface roughness values laJ C- WIND LOAD$ AIR CONTENT; An air- entraining agent conforming to ASTM C 260 shall be used in all and unequal parts. concrete mixes for network which is exposed to weather. The amount of entrained air shall L..., N. Wind design is based on the following be 5 percent ± 1 1/2 percent by volume. The amount of entrained air shall be measured in WELDING All welding shall be in conformance with AISC and AWS Standards and shall be Cr: c the field at the discharge end of the placing hose. performed by WABO - certified welders using 70 ksi electrodes and low hydrogen U4 o o UBC: Exposure C, 80 mph — P = C C q S I„ y n9 y open processes. IM LI.J 0 o Where C = See UBC Table 16-G CURING: If the air temperature will exceed 75 degrees F. within 48 hours of METAL DECK Any required repairs to steel deck shah conform to ASTM A 653, Grade 33 C, deg placing concrete, minimum. Minimum fy = 33,000 psi for Type N roof deck and 38,000 psi for all other decks. ep ii C = See UBC Table 16-H a moist cure shall be applied to the concrete for a period of 36 hours after finishing concrete CD 4 q = 164 psf surfaces. Refer to the project specifications for curing requirements. CN I W = t0 Deck welding shall be in accordance with AWS 012, 'Specification for Welding Sheet Steel in ° REINFORCING SEFL MATERIALS Structures.' Welders shall be qualified by WA130 Light Gauge Certification. s SUBMITTALS Shop drawings shall be submitted to the Project Representative prior to any Contractor shall provide closure plates, flashing and all miscellaneous I' ht psis '2 fabrication or construction for all structural items including the following concrete reinforcement Defamed Bars - ASTM A 615, Grade 60 necessary to complete an r u red metal deck r 9a9e metal shapes Smooth Welded Wire Fabric (WWF) - ASTM A 185 (fy = 65,000 psi) y y al repairs. The minimum bearing required shall L) be 2 inches. If the shop drawings differ from or add to the design of the structural drawings, they shall REINFORCING STEEL Reinforcing shall be supported ° bear the seal and signature of the Washington State Registered Professional Engineer who is n9 ppated as specified by the project specifications EXPANSION BOLTS: Expansion bolts shall be ICBO approved and installed per the recommendations. Bolt spacing and embedments shall be as W responsible for the design and the CRSI Manual of Standard Practice, MSP -1. Reinforcing steel shall be detailed In manufacturer's accordance with 'ACI Manual of Standard Practice for Detailing Reinforced Concrete designated on the drawings. Where the required embedment is omitted, the bolt shall 'ACI 315. u_ INSPECTION: Special inspection, per UBC Sections 1701 and 1703, shall be performed by an Structures, have sufficient length to provide at least the embedment shown in the following RECEIVED schedule. Unless otherwise specified, bolts may be installed without special inspection CITY OF T U K W I LA Q approved testing agency for masonry, reinforcement placement, concrete placement, and welding. Lap all reinforcing bars as noted on the drawings. Where splice length is not shown, use Expansion bolts in concrete shall be wedge -type anchors, unless noted otherwise, i b 1 ;.! -, = All prepared soil - bearing surfaces shall be inspected prior to placement of reinforcing steel. Type Lb (Lbt for top bars) splice. from the following manufacturers or an approved equal Gunnebo, Ramset/Red Head, �',� C Q o Soils compaction shall be supervised by an approved testing agency. Reinforcing steel shall have protection as follows, unless noted otherwise Rawl, and Hilti. Expansion bolts in grouted masonry shall be sleeve -type anchors, ' `} APR 2 2002 unless noted otherwise, from the following manufacturers a approved equal Hilt, " t '' " ° SPECIAL CONDITIONS Contractor shah verify all levels, dimensions, and existing conditions in Ramset /Red Head, and Rawl. 2 the field before proceeding. Contractor shall notify the Project Representative of any discrepancies Slab Bar 1' Minimum Embedment in Concrete or Grouted Masonry pp , 2 f' `� `� PERMIT C F nl l "F (� tl �' , t � _ c� �. Z' or field changes prior to installation fabrication. In case of discrepancies between the existing Bolt Size Min. Embedment 1` s o -- or minus and the drawings, the Contractor shall obtain direction from the Project Representative NONSHRINK GROUT; Base plate grout shall be nonshrink type with minimum ft = 6,000 psi, 1/2' 2 3/8' ; z:° N. before proceeding. Dimensions noted as plus oinus ( -) indicate unverified dimensions and are ) a i ; tr o All other nonshrink grout shall have minimum ('c = 5,000 psi. 5/8' 2 7/8' I approximate. Notify Project Representative immediately of conflicts or excessive variations from 3/4' 3 3/8' indicated dimensions, Noted dimensions take precedence over scaled dimensions - -DO NOT SCALE CONCRETE MASONRY: All concrete masonry units shall be Grade N, Type I, moisture 7/8' 3 7/8' - •- ..- - -- f_ %� • , , 1, , , .., . DRAWINGS. Dimensions of existing conditions may be based on record drawings and are to controlled. Assemblies shall have a minimum compressive strength of £m = 1500 psi. 1' 4 5/8' tea; ,y:_ 'Y n , + .:.c L., 1 ,- _ be field - verified by the Contractor. i MORTAR All mortar shall be Type S and shall conform to UBC Section 2102 and 2103, Contractor shall verify all existing conditions before commencing any demolition. Contractor W i as shall provide adequate shoring and bracing of all structural members, existing construction and MASONRY GROUT: Grout shall conform to UBC Section 2102 and 2103 Grout shall conform Z i X soil excavations, as required, and in a manner suitable to the work sequence. Temporary to proportion specifications of UBC Table 21-B. Mortar sand shall be used. trout shall be m ° en shoring and bracing shall not be removed until all final connections have been completed in poured in maximum lilts of 5'-O'. T ° a LL-,--; accordance with the drawings and materials have achieved design strength. No reinforcing a — bars in existing construction shall be cut unless directed to by the Architect or as shown on the drawings. L .tj a W 4 �_ DESIGNED: PROJECT MANAGER: SCALE: K H F METRO TRANSIT DIVISION DATE: �\ oT cis �/,, MB AS NOTED 04-10-2002 / � 6 , a DRAWN: APPROVED: ONE INCH AT SOUTH BASE FACILITIES • I�:�I c«I�+uro Ero+neers CO j RF FULL SIZE BUS SHELTER REFURBISHMENT PROCESS FACILITIES UPGRADE • WI TAW Avarua Sift 900 ti CHECKED: IBIS NO: f T I C Stela WeShinpron 98101 [� D A' DRAWING NO: (206/ 6a%5922 Fax WOO 622-8130 A ?"0,,,,' O0 4 \�� � � NF WORK REQUEST: • SCALE OACOCORDNGLY King County STRUCTURAL NOTES ` sI RECOMMENDED: CONTRACT NO: SITE LOCATION NO: d{rn COUnt No. REVISION BY APP'D DATE 401/o 1. Department of SHEET NO: OF I EXPIRES 10/10/02 j . Transportation 11 23 I'I I , , 1 I.' I'I'I'1 „ 1 'II :Il„ '11:!!iji I � • I 1 3 a 0 Inch 1/16 1 I 2 5 6 r ♦ ' 7 J _ .... . - A • �. .......,. y..,.,.,,.........:_ . gl 71 o-...,.,..._......�.. , .. .- . .. .._. _.. tA r IIIIIIIIIIIIIIIIIII1I ►II1IIIII 111 1IIIIIIIIILIJI IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIJIIIIIIIIIIIIIIIIIiIIIIIIIIIIII . ( 8\\' (7) (6) (11) (. 9 ) J T f 24 ' -0 i B.O. EXISTING (� ,)-‘, I 1 -- I /I, . __ i -- -� - - I , CEILING DECK ^\ I — �_- >, i I + L-- EXISTING 1 - ° SAWCUT AND REMOVE r L EXISTING PC r , I K ' ' ; i SAWCUT AND REMOVE 8" CMU WALL - 1 �, z EXISTING WALL SECTION EXISTING 8° CONCRETE I L ,-..T � , . j ; EXISTING WALL SECTION / � "' EMS WALL — - WALL PANEL ' __,_.__._... -. ,,. _._. �.... 1 ..._�.... I / � j : I MITER CORNERS AND -- I, ,4 -- w . _. t W CD WELD ANGLE, TYP SAWCUT �.\ - I L6x6x3 8 L6x. /8 / - - ---- 1/2 "o EXP BOLTS AT (2) EXISTING PC `� _ . I co 00 00 orb' 1 ` - ' - i I o J _ ��- I �- I \ \ LOCATIONS ON EACH SIDE 1 WALL PANEL 1_,_._...._- .._._.. .`:- 2. -. ;: .:_. -: _ - I_. B r-� M r7 I: f `° / FOR NEW DUCT .- f - \ j �,.�,.:. I l _ f' I P ! -° I I C J EXISTING DOOR TO REMAIN + / � ! I I 1. ' . 1 � EXISTING CMU ! C ` _ ... _,. •-- `� I TO BE REMOVED - - -,-I=- , : ----, :- - _ � I ° o c." m I { i l i ---- :, .., 1 I- EXISTING EXISTING EXISTING 12 CMU r= - ry _ i,I NEW OPENINGS FOR OPENING OPENING \ WALL BELOW - "I -.- �'� MECHANICAL DUCTWORK ° " " '1� ''� '� "" " -\ J SEE DETAIL D FOR W 6 -0 6' -0 DECK PENETRATION I� _ I NEW OPENING NEW OPENING I AIS2,O u - - 1 / AS REQUIRED FOR VENT _ I REINFORCEMENT FRAME Li , ' I 1 - / ``° I WALL ELEVATION A 41111111 III I SCALE: i EXISTING 8" - I / =i' -d' $ _.- -. a e• 16• \ %� EXISTING 12' I I ` 10' 11 ANGLE LINTEL I / CMU WALL BELOW --I--- ' ;� w EXISTING 1 1/2" TYPE B ABOVE I t _- I I METAL ROOF DECK .. ® _ _ GROUT CELLS T ____n:? (C `� ` r --- i? - - -- ® I --- ---i _ � - .- i k -- . i 0 EXP BOLTS CMU BELOW ...., i %N\ STRUCTURAL FIRST FLOOR FRAMING PLAN i / I V' % ����� HEAD COUNTERSUNK PHILLIPS scaLE t /a3 1 -0• , I I ��" EXPANSION BOLT; INSTALL m U 0' �• 0' 15• • ° �, EXISTING OPEN WEB j I FLUSH WITH TOP OF 12t/2 Q cr. STEEL JOIST, TYPICAL I ���� o = II ° 'j)= I I W / �2Y2P EMBED L BEARING let /2x3x0' -6 "; ° !) RECESS INTO FLOOR 1 1 0 (2) LOCATIONS DECK PENETRATION I I 3 ROUGH OPENING m I AS REQUIRED FOR VENT i • I I L6x6x JAMB L6x6 lip i II I SE CTION B o I- m _ _ _ I ___._________ ._.__._.___---- _______ SECTION C — '1— _____LL SCALE: 1 1 / 7= r - Cr SCALE: t 1/2' =1 CC < CN W CM ° PARTIAL ROOF FRAMING PLAN RECEIVED CD ,_ N` ° ITY OF TUKWILA 3 ° i \ SCALE 1/8"=1.-Cr EXISTING 1 1/2� ,_,. -.1 , METAL DECKING -� zi { P 16 • AP 2 2 2002 ROUGH OPENING 5 3/161' ERtvtTCniTF - - 1 g 0 m EN II rt • ow - i E .' riiiiiiiiilENT c + �� 1\ - i i % PL 1/4x 3x0'-4' /� P�D ,, L v 4 % / I " L3x3x1/4 3tsH ° _ E I 3 16 � \ tr. 0 e r 1 " STEEL JOIST — / `� o e 1. � IiY ( � -- TYP ° W 6 ,:��r,�iJ .....,�....• " 3/ 161 C 5_, i ' t . ; ,:� : �- ''' L2x2x3/16 - - --`' zji- ( j �`�' ii °I S ■ � ROOF OPENING FRAMING DETAIL D �_; ° I DESIGNED: PROJECT MANAGER: SCALE: \ p4 2 AS NOTED METRO TRANSIT DIVISIO °A 0 410 2002 C �� 04 AS / / / ,c j _ Q 4 46� r DRAWN: APPRO VED: SOUTH BASE FACILITIES - .� O NE INCH AT , m ° c orwrl � E m s �� SMC FULL SIZE BUS SHELTER REFURBISHMENT PROCESS FACILITIES UPGRAD • _ � ° `� 1201 7Mrd Avow. Sidle 800 L 1" i ° :ton WevW * Suite a 10700 CHECKED: IBIS N0: I i DRAWING NO: c c� Fe " � �o, �EC I STeR�� e ��� NF IF NOT ONE INCH, PLAN & ELEV 41 w E SS IONAL 6N�� WORK REQUEST: • SCALE ACCORDINGLY King County S2'0 cc I C: No• REVISION BY APP'D DATE � / Q L RECOMMENDED: CONTRACT NO: SITE LOCATION NO: Department Of OF p & DETAILS SHEET NO: 12 23 I FRIN>s 10/10/02 I . Transportation • I I I , I I I I I I I 1 � i � i l ,. i i i i i i i . -. m∎ iI i ; 0, .., 1 I , r 1 I i I • • 0 Inch 1/16 1 i • 3 a 5 6 • • v • t A.. • . .4 r . S1 Tit L - t i' 0I I� -_- 0 1 IIIIIIIIIIIII. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1. 1IIILIIIIIIIIIIIIIIIIIIIIIIiiIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ■•■■••••■ ' MECHANICAL. SYMBOLS AND LEGEND ABBREVIATIONS PLUMBING H VAC A COMPRESSED AIR FD FIRE DAMPER RA RETURN AIR — ACU AIR - CONDITIONING UNIT(S) FPM FEET PER MINUTE RPM REVOLUTIONS PER MINUTE RPM _ SYMBOL DESCRIPTION SYMBOL DESCRIPTION AFF ABOVE FINISHED FLOOR FS FLOW SWITCH RR RETURN REGISTER AHU AIR - HANDLING UNIT FSD FIRE /SMOKE DAMPER SA SUPPLY AIR A COMPRESSED AIR DIFFUSER AMB AMBIENT G GAS SH SENSIBLE HEAT AMP AMPERE (AMP, AMPS) GPM GALLONS PER MINUTE SP STATIC PRESSURE AP ACCESS PANEL HP HORSEPOWER SPEC SPECIFICATION - COLD WATER PPROX APPROXIMATE HW HOT WATER T STAT THERMOSTAT RAKEXIMATE HWR HOT WATER RETURN TD TEMPERATURE DIFFERENCE THERMOSTAT BHP BRAKE HORSEPOWER F FIRE (WET PIPE) BTU CEILING THERMAL UNIT HWS HOT WATER SUPPLY TE TEMPERATURE ENTERING • —� FIRE /SMOKE DAMPER CFM CUBIC FEET PER MINUTE HZ FREQUENCY TEMP TEMPERATURE CW COLD WATER KW KILOWATT TG TRANSFER GRILLE LAT LEAVING AIR TEMPERATURE TL TEMPERATURE LEAVING G GAS —.4 FIRE DAMPER DB DECIBEL MD MOTORIZED DAMPER TOT HT TOTAL HEAT EAT ENTERING AIR TEMPERATURE MIN MINIMUM TU TERMINAL UNIT EF EXHAUST FAN —. --- -- HOT WATER _I VOLUME DAMPER EFF EFFICIENCY N 0 NORMALLY 0 EN V VENT, VOLT UNIT EJ EXPANSION JOINT NC NOISE CRITERIA VD VOLUME DAMPER -- --- RECIRCULATING (HOT WATER RETURN) EL ELEVATION NTS NOT TO SCALE VT'R VENT THRU ROOF ® MOTORIZED DAMPER ENT ENTERING OA OUTSIDE AIR W WATT ER EXHAUST REGISTER PH PHASE (ELECTRICAL) WT WEIGHT SANITARY (ABOVE GRADE) j j SINGLE LINE DUCTWORK F FAHRENHEIT POC POINT OF CONNECTION F FIRE (WET PIPE) PSIG PSI GAUGE VENT IIIIIIIIIIIIIIIIIIIIIIIIIIIIII FLEXIBLE DUCT • D1 GAS COCK UNIT HEATER MECHANICAL AND PLUMBING FIXTUR E SCHEDULE J " ICI BALL VALVE + 12/20 jr DUCT SIZE, FIRST FIGURE IS SIDE SHOWN NEW PAINT ROOM SINK: ELKAY MODEL DLR- 2522 -12, 25 "L X 22" W X 12" D 18 GAUGE -TYPE 302 -SELF RIMMING SINK WITH LK -99 DRAIN AND I ����' CHICAGO FAUCET MODEL 786 ADA COMPLIANT GOOSENECK FAUCET WITH WRIST BLADE HANDLES. __ill UNION �/`�•.�I20/12 DUCT SECTION, POSITIVE PRESSURE, FIRST FIGURE IS TOP AIR HOSE REEL; BALCRANK MODEL #824415 REEL WITH 35 FEET OF 3/8" I.D. AIR HOSE RATED FOR 200 PSI WORKING PRESSURE. PROVIDE QUICK + CROSS L-- -------- 1 20/12 AIR COUPLER AND NIPPLE FOR SMALL HAND TOOL ATTACHMENT. MOUNT REEL 10' -0" AFF. DUCT SECTION, NEGATIVE PRESSURE, FIRST FIGURE IS TOP AIR REGULATOR ASSEMBLY; BALCRANK MODEL 820284, 1/2" FILTER - REGULATOR AND LUBRICATOR COMBO WITH 0 -160 PRESSURE GAUGE. PROVIDE A TEE - . - ---' R CHANGE OF ELEVATION, RISE (R) DROP (D) 12" DRIP LEG WITH 1/4" BALL DRAIN VALVE AT INLET TO REGULATOR ASSEMBLY. BRACKET ASSEMBLY TO WALL. N REDUCER PAINT SPRAY DRYING BOOTH: BLEEKER BROTHERS TRUE DOWN DRAFT PAINT BOOTH, 26' L X 16' W X 14' H, WITH TWO 12' X 12' DOUBLE DOORS, \1 ACCESS DOORS, VERTICAL OR HORIZONTAL ONE 3' X 7' MAN DOOR. BOOTH SHALL BE COMPLETE WITH CEILING AND WALL LIGHT FIXTURE, CONTROL PANEL, SUPPLY AIR AND RETURN AIR DUCT OPENINGS AND PIPED FIRE SPRINKLER HEADS. ALL INTERIOR ELECTRICAL SYSTEMS SHALL CONFORM TO NATIONAL ELECTRICAL CODE FOR CLASS 1, X ANCHOR, INTERMEDIATE FLEXIBLE CONNECTION DIVISION 1 REQUIREMENTS. BOOTH SHALL HAVE SINGLE POINT CONNECTIONS FOR COMPRESSED AIR WITH SOLENOID VALVE INTERLOCK, DUCTWORK, FIRE SPRINKLER SYSTEM AND ELECTRICAL POWER SUPPLY, FOR CONNECTION BY OTHERS. THIS PAINT BOOTH SHALL BE SUPPLIED AND INSTALLED BY SUPPLIER AND MEET ALL APPLICABLE CODES. ® ANCHOR, MAIN 20/10 15/8 + TRANSITION SMALL PARTS PAINT SPRAY BOOTH; BLEEKER BROTHERS MODEL BF -10 -7 BENCH FILTER BOOTH WITH OPEN FRONT, REMOTE 2 HP, 7,200 CFM 0 4F5 FLOW SWITCH r Aft STARTER S.P. EXHAUST FAN AND 460V/30/60HZ MOTOR, MODEL MLR -HE -24 DUCT SILENCER, FLUORESCENT LIGHT FIXTURE, NEMA 12 COMBINATION STARTER CONTROL PANEL WITH COMPRESSED AIR SOLENOID VALVE AND QUICK COUPLER AIR OUTLET, LIGHTING TRANSFORMER AND SWITCH. BOOTH TURNING VANES SHALL BE INSTALLED BY SUPPLIER. ELECTRICAL COMPONENTS SHALL BE NEC CLASS 1, DIVISION 2. 0 ELBOW TURNED UP -ti- PI MAKEUP AIR UNIT; BLEEKER BROTHERS MODEL AMU -10, 7000 CFM 0 0.80" S.P., 400,000 BTUH INPUT, 5 HP MOTOR, 460V/30/60HZ. ETL LABELED C t6 20/12 FOR INDOOR INSTALLATION. FURNISHED AND INSTALLED BY PAINT BOOTH SUPPLIER. PROVIDE REMOTE WALL THERMOSTAT INTERLOCKED WITH PAINT ELBOW TURNED DOWN I I.4 -' 0 0 EXHAUST GRILLE OR REGISTER SPRAY BOOTH CONTROL PANEL. t6 20/12 PAINT MIXING BOOTH; FABRICATE WITH 14 GAUGE GALVANIZED SHEET METAL, ALL CONNECTIONS SHALL BE BRAZED OR WELDED, CORNERS AND EDGES Y _ CONNECTION, BOTTOM II 7 SUPPLY GRILLE OR REGISTER SHALL BE GROUND SMOOTH, PROVIDE STIFFENERS AS REQUIRED. ATTACH HOOD TO EXISTING TABLE WITH ROUND HEAD SCREWS. PROVIDE EXPLOSION � ,,, PROOF FLUORESCENT FIXTURE AND SWITCH. MOUNT EXHAUST FAN SWITCH ON FRONT TOP OF HOOD. ELECTRICAL COMPONENTS SHALL BE NEC CLASS - CONNECTION, TOP 1 j `lam CD 20 NECK, 1000 1 CEILING DIFFUSER, ROUND 1, DIVISION 2. DRYING FURNACE: BLEEKER BROTHERS MODEL RHS -300, 360,000 BTUH INPUT, 1 1/2 HP MOTOR, 3300 CFM, 80% THERMAL EFFICIENCY, COMPLETE BREAK LINE WITH HEAT EXCHANGER, RETURN AIR DUCT THERMOSTAT AND CONTROL PANEL IN NEMA -12 ENCLOSURE. 460V/30/60HZ. FURNISHED AND INSTALLED BY PAINT BOOTH SUPPLIER. C PIPE CAP • EXHAUST FAN EF -1; GREENHECK MODEL TAUD -18, 2800 CFM 0 0.25" T.S.P., 1/2 HP EXPLOSION PROOF MOTOR WITH NON- SPe(CUy� � G ILI3` MISCELLANEOUS 46OV /30 /BOHZ MOUNT REMOTE NEC CLASS 1, DIVISION 2 SWITCH ON PAINT MIXING EXHAUST HOOD. 1 i Y JK I POINT OF CONNECTION • EXHAUST FAN EF -2; GREENHECK MODEL SI -12- 432 -C8, 200 CFM 0 0.25" T.S.P., 1/8 HP EXPLOSION PROOF MOTORWITH NON- SPif ;i(I{>�G 2002 0 UPRIGHT SPRINKLER - ACCESS PANEL BLADES. 115V/10/60HZ. FAN TO RUN CONTINUOUSLY. PROVIDE MOTOR SIDE GUARD AND WEATHERHOOD WITH BACKDRAFT DAMPER. NKK L • PENDANT SPRINLER — -- - -- MECHANICAL SYSTEM TO REMAIN NOTES: PERMIT CENTER a UP & DOWN SPRINKLER AT SAME LOCATION / / / / / / /// MECHANICAL SYSTEM TO BE REMOVED 1. MANUFACTURERS BRAND NAMES LISTED IN THESE CONTRACT DOCUMENTS ARE INDICATIVE OF QUALITY REQUIRED TO SATISFY INTENT OF PLANS AND SPECIFICATIONS. VENDORS WITH EQUAL PRODUCTS SHALL SUBMIT "SUBSTITUTION REQUEST" FORMS AND CATALOG DATA TO THE KING COUNTY PROJECT SIDEWALL SPRINKLER - REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO BIDDING. NOTE: SOME SYMBOLS IN THIS LEGEND MAY NOT APPEAR ON THE ACTUAL DRAWINGS. 2. THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL DUCTWORK, FOR ITEMS FURNISHED AND INSTALLED BY PAINT BOOTH SUPPLIER. 3. PAINT SPRAY DRYING BOOTH AND SMALL PARTS PAINT SPRAY BOOTH INSTALLER SHALL PROVIDE ALL FIRE SPRINKLER SYSTEM, ELECTRICAL WIRING, LIGHT FIXTURES, COMPRESSED AIR, CONTROL PANEL AND CONTROL WIRING FOR A COMPLETE SYSTEM, READY FOR SINGLE POINT ELECTRICAL POWER CONNECTION AND FIRE SPRINKLER BRANCH MAIN CONNECTION AFTER SHUT -OFF VALVE. , \)ec 01 ,4, \'' � �?'v+ D • DESIGNED: PROJECT MANAGER: SCALE: �j , DATE: All 6•� PQ OSN NTS . . . •, r ... . - f; 1P51d s All 17928 BOTHELL EVERETT HWY SE, SUITE H BOTHELL WASHINGTON 98012 FS it�i.F ?� 1 r 04/10/2002 -' , - ..& DRAWN: APPROVED: FULL SIZE , � D � � ONE INCH AT SO UTH !It F Cl� ,� r € � _ _ BUS SHEL REFURBI S F ES UPG • ' ti G1 R LL (425) 481 7735 FAX (425) 481 7692 I-- �a BBN � �,,,.,� ' . ', • CONTACT: OWEN NITTA * CHECKED: IBIS NO: I r ( / Q , a� y �(i� 4."' ; X - / 1. _ 0 35 a` SYMBOLS, LEGEI�1f� , _ DRAWING NO: JOB NUMBER: 013070 1•t y�a.. TEp _ WORK REQUEST: IF N OT ON E INCH, 1 hi'rd E SCALE ACCORDINGLY County No. REVISION BY APP'D DATE J• RECOMMENDED: CONTRACT NO: SITE LOCATION NO: Department C ABBREVIATIONS f . ; t�' MIA EXPIRES: 7 8 02 Transportation rtation of AND SCHEDULES SHEET NO: 13 OF 23 rans rta I .1 1 . 1 i I I I I I` I I I ; i � i l i \ i l i , I i: I i i . , i I I • 0 Inch 1116 1 t. ' 2 3 d 5 6 r g Vf 1. l L .J. I l 0 1 IIIIII�III�IILIlIIIIIIIIIIIIIIIIIII�III IIII� IIII IIIIII_IIIIIIIIIIII IIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIII ►i1111111111I1111111 .111111111111 . A I I ® LTERED I ASSEMBLY AREA \ I 1 I I I B MODIFY EXISTING FIRE SPRINKLER SYSTEM AND --- \ cr... TRANSFER AIR GRILLE • — • I • I I I I I I - rfl I • _. _ •_ I 11 I 1 I 1 I I I I I L= ___. -- i i • I i 1 I ._....____..__ ._ _. ___..___._ .._ I --- armr --- - --- 1 I , II i ' ` 1 Co____,.. _ �_ _ ___ _ -_ -- _ •— _ ___ •- -- — , _--- . -_. RRO�/IDI: N "M16H -- LED STORAGE" FIRE (o . - _1 �- l ____ il ., „. I S RINKLER YSTEM IN THESE AREAS CONNECT -- F� TC EXISTIN FIRE SPR NKLER SYSTEM I EXISTING WELDING , EXISTING SINK TO ` I CONNECT NEW 1/2” AIR EXHAUST FAN REMAIN TO EXISTING 1/2" RI ER i i II I • A NEW SMALL PARTS , _ U ABOVE DOOR ® I PAINT ROOM 1 %A NEW AIR HOSE REEL I 1 REMOVE LAB HOOD \I;� — ._.-l..._.____. ___.._..__....__ ..._ ...._...._.._._._... �.�:_•_ -.:- •_.: Lam 1 ~ Y: —_ MA ASSEMBLY EGULATOR _ .. AND DUCT, CAP I DUCT BELOW ROOF I I i I REMOVE SINK CAP I . -- • i 9J - . 4 _ . PLUMBING 9 ► ► -- h - t l _ `---- - NEW PAINT MIXING . I EXHAUST HOOD I •-� - I r . ! m i � f _. i--- , ' i . / � • ., ...� A REMOVE PAINT SPRAY BOOTH M3.0 AND INSTALL NEW COMBINATIO I jj / / • VIDE NEW EXHAUST FAN � Er-- PAINT SPRAY DRYING BOOTH 1 , ! NOTE: EXISTING FIRE SPRINKLER SYSTEM (— • -- • —) AND / /,/ 1 - •• - -•. . , FIRE SPRINKLER CONTRACTOR SHALL VISIT SITE RE DAMPERS IN PAINT / PRIOR TO SUBMITTING BID PROPOSAL TO VERIFY STORAGE ROOM 1 r REQUIRED TO UPGRADE EXISTING FIRE EXISTING CONDITIONS AND EXTENT OF WORK j _ SPRINKLER BRACING AND SUPPORTS TO I CONFORM TO FACTORY MUTUAL D.S. 2 -8, CITY OF RECEIVED CITY � WILA • � EARTHQUAKE PROTECTION FOR WATER -BASED I I I ` °°- FIRE PROTECTION SYSTEMS, AND D.S. 2 -8N, I NFPA -13 STANDARD FOR INSTALLATION OF APR 2 2 2002 , � y. SPRINKLER SYSTEM 1996 EDITION (NFPA) 316 PP. 5/01 (ADDITIONS TO RECOMMENDATIONS)." I 0 T PERMIT CENTER ..1----t----,.....] :. 1 s� O MECHANICAL ����� KEY PLAN - , , {� - fr , � � SCALE:1 /16 " =1' -0" i,\.„ ,"/ ),�� -i f DESIGNED: PROJECT MANAGE SCALE: ii„t Y METRO TRANSIT DIVISION DATE: 17928 BOTHELL EVERETT HWY SE, SUITE H 5 pRF OSN 1116'1=11-0u SOUTH BASE FACILITIES O4110/2002 p ' BOTHELL, WASHINGTON 98012 r DRAWN APPROVED: ONE INCH AT BIVIilN Rq LL (425) 481 -7735 FAX (425) 481 -7692 I 6 1 - gy m , BBN FULL SIZE BUS SHELTER REFURBISHMENT PROCESS FACILITIES UPGRADE i• .....A...... CONTACT: OWEN NITTA CHECKED: IBIS NO: f -I MECHANICAL DRAWING N0: JOB NUMBER: 013070 / ' %+ yla'' TEP IF NOT ONE INCH, No. REVISION roNa E WORK REQUEST: IF ACCORDINGLY King County KEY PLAN M2.0 APP'D DATE RECOMMENDED: CONTRACT N0: SITE LOCATION N0: �8 02 Department of SHEET NO: OF Transportation 14 23 'I I i .I . ( I. I I i I . I I ;iii1i ii`'i:I:i-if Ii1' ' i i _' I i 1 I I ! : 1 i I I • ti 0 Inch 1/16 1 I 2 3 d 5 6 vT . rrrrywrre vs , 140a. s r 1 1 ' III111iiiliiii11111I11111�iiliiiil . ii-1111lil�I�II.1111lli . il iiiJIiiiI uiiliiii iiiil111111iiilii111111Iliiiili . 111i1111h1 u.i I I I hiiiiii11h11 iii I it ........._,______ _ . 90/36 SUPPLY AIR DUCT FROM EXISTING GAS FIRED AIR HANDLING UNIT elk (WEATHERITE MODEL MD224, NEW GAS VENT RECIRCULATING AIR 30,000 CFM (It 0.75" T.S.P. PROVIDE ADDITIONAL W MOTORIZED DAMPER • 30,000 MBTU CO 900F TEMP. STRUCTURAL SUPPORT AS REQUIRED B ROOF - __- �- __ RISE 15 HP MOTOR, 1800 RPM. 460V/3�/60 HZ)_ - NEW CURB ____� `� ROOF ._ _ _. __ _ _. I BOTTOM OF '_ _ _ ` f TRUSS ` _ AUTOMATIC FIRE - POC TO EXISTING DUCT---..„. - -- -- ^ �` ` -� - " " HANGER ROD SPRINKLER / ---1 , -► -•F + 1_,...1.4-1_1_4 � ` % HEAD (TYP) - --0 1 /4" AIRCRAFT CABLE FOR SEISMIC BRACING '� AND SUPPORT CHANNEL • r4� I n x v I ,� NEW PAINT I,.Y �! - -- 24"(6 I R j : 1 I _ __ 11 \ -- - I MOTORIZED DAMPER \ \ \ U RNACE YING GAS i } I -- - \ HUPLY DUCT MOTORIZED DAMPER 18 48 NEW 90/36 DUCT TRANSITION / I ■ I I ire) A" - - - -I ` it io _L___. 1 I REUSE EXISTING 90/36 DUCT ELBOW I I \ 2 -6' WIDE X 12' r it I cv / HIGH DOORS I I I � _� I �--- EXISTING PAINT BOOTH I 1 TO BE REMOVED I DRYING CYCLE 3' WIDE X '� RETURN GRILLE -- " . ..,--- ----- T i 7' HIGH NEW BOOTH i MAN DOOR \� � I p j FIN. FLOOR 1 i 16' -0" 1.1 J 26' -0" ' B FRONT ELEVATION C SIDE ELEVATION NEW 12X12 CEILING DIFFUSER, 150 CONNECT EXISTING 1 1/2" PIT NEW 111/2" SPRINKLER PIPE M3.0 SCALE:1 /4 " =1' -0" M3.0 SCALE:1/4" =1' -0" CFM WITH 1 -HOUR RADIATION DAMPER FIRE SPRINKLER PIPE TO NEW 7 EXPOSED TIGHT TO FLOOR - SAAB - CONNECT � N TO EXISTING 6 " DUCT 0 DU 2 1/2" Br • • MAIN E )-- __. -__-__ _ . _.. ..- ____.__.-- ._.- _._ - -_ 2 FIRE SPRTNKLER EDGE OF EXTERIOR EXISTING ' -6" 3' -0" SUPPLY MAIN UP, PROVIDE SHUT -OFF PAINT STORAGE RM 117 -UP DOOR AIR DUCT •N ECTION TO EXISTING VALVE AND CONNECT TO EXISTING BOOTH TO B REMOVED TAMPER, SWITCH /� DRYIN FURNACE NEW 90/36 DUCT TRANSITION NEW EXHAUST FAN _ AND CONNECTION__TO NEW _BOOTH -. EF -2 r -e - _ _ _. _ / MOTORIZED DAMPER (TYP) NEW 12 "0 CORED NEW 26'L X 16'W X HOLE THRU WALL I 14'H PAINT SPRAY- - - 7I 90/36 ill I I - I - - - I SUPPLY EXSTING DUCT UP TO .--,- ?1 0 - 48%18 © T RYING BOOTH I \ i II - .I�� i EXISTING GAS FIRED RECEIVED , I�I' j �' I \ / II AIR HANDLING UNIT CITY OF TUf<WILp — I I I I ' ( ( , ON ROOF - I I I NEW WEATHERPROOF k \ \ 1 0 24 0 I / \\ I • I .J 111' ��I APR 2 2 2002 HOOD WITH TH BACKDRAFT DAMPER • ,-./1"4°I I / \� I I / 1- i__ - ' - -- I - PERMIT CENTER r EX IST ING 24 L X 12 W X 12 H - I__ - I F )- -. - - PAINT BOOTH AND DOWN -DRAFT I _ FL00RGRATING TO BE REMOVED EXISTING SPRAY B _ _ OTH ,/ _ EXHAUST FAN TO REMAIN 'Q / o p EDGE OF INTERIOR _ , POC 3/4 AIR TO �CISTING, /'' ,� I ROLLUP DOOR �� ) PROVIDE NEW SOLENIOtD - VAtV -- =-- ______• - .. - -- _...- , _ ,) B4 6 "4 GAS VENT '" EXISTING FIRE SPRINKLER SYSTEM IN NEW COMPRESSED AIR`- f' _ _ _.. �'�1 < ® UP THRU ROOF FLOOR PIT TO REMAIN, CONNECT TO REGULATOR ASSEMBLY � j�T AUTOMATIC FIRE NEW PAINT BOOTH SYSTEM SPRINKLER HEAD (TYP) A c-. (/. h ' f1/ }' e PAINT SPRAY DRYING BOOTH PLAN / , n c F :.; M3.0 SCALE:1 /4 " =1' -0" � e <1 , ;k, DESIGNED: PROJECT MANAGER: SCALE: METRO TRANSIT DIVISION DATE: A t PRF OSN 114"=1'•0° SOUTH BASE FACILITIES 0411012002 • 17928 BOTHELL EVERETT HWY SE, SUITE H "' S • J• DRAWN: APP O NE INCH AT BOTHELL, WASHINGTON 98012 tr. BBN BUS SHELTER REFURBISHMENT PROCESS FACILITIES UPGRADE m FULL SIZE a eR� LW (425) 481 -7735 FAX (425) 481 -7692 PAINT SPRAYIDRYING DRAWING NO: '' CHE C KED: IBIS N0: I' I � lir CONTACT: OWEN NITTA �, JOB NUMBER: 013070 / ' • %; y, a' TEp IF NOT ONE INCH, %ra ti WORK REQUESft SCALE ACCORDINGLY King County BOOTH PLAN M3.0 No. REVISION BY APP'D DATE EXPIRES: 7 8 02 RECOMMENDED: CONTRACT NO: SITE LOCATION NO: Ae P artment of SHEET N0: OF Transportation 15 23 1 1 , . 1 I' 1 1' 1 ' 1 • I i i' i i � i i..I..� , i I ,i iii i 1 i i t s .., , 1 1 I . , I i„ I y .' I ! .0 Inch ` 1/16 • 1 � '3 4 6 5 VV J. !' • k . ._ —.--, 1 LIIIIi1111h1.11III11 1111 ll11 1111 1111 llll! iIii1111 I .l.Il ��II�IIIIIIII1IIIIIIiii�IIII IIII1IIII1 IIII1IIIIIIIII1IIIIIIIII1Iilllllll1liiih11I1iiiiI ' • , • NEW 24/12 (2000 CFM) EXHAUST B2 SEQUENCE OF OPERATION - SMALL PARTS PAINT SPRAY BOOTH DUCT UP TO ROOF DISCHARGE CAP ® 1. PAINTING MODE: NEW MAKEUP AIR SUPPLY FAN AND PAINT BOOTH IN -LINE EXHAUST FAN STARTS AFTER MOTORIZED AIR CONNECT NEW DUCT TO DAMPER #02 SHUTS RETURN DUCT & OPENS OUTSIDE AIR ' EXISTING DISCHARGE COLLAR DAMPER #01. ' B4 NEW 8"0 EXISTING EAC -1 - ,.... 2. DRYING MODE: NEW MAKEUP AIR SUPPLY FAN STARTS AND ADJUSTABLE B4 GAS VENT WELDING EXHAUST ____ __ PAINT BOOTH IN -LINE EXHAUST FAN STOPS AFTER OUTSIDE AIR HIGH VELOCITY B3 DAMPER #01 CLOSES AND RETURN AIR DAMPER #02 OPENS. DISCHARGE C ONE 125F EXISTING FIRE SPRINKLER II ® MAKEUP AIR UNIT HEATS ROOM TO 12 TIMER IN CONTROL PANEL. ( ) VIA i t GAS FIRED MAKEUP ■ I _ —. - - -_ .I! ! EXISTING AHU -2 AIR UNIT'' —,/ = -- — B4 3. HEAT EVACUATION MODE: MAKEUP AIR HANDLING UNIT AND 30/26 (_ NEW GAS VENT __.______.___,___ HEAT RECOVERY UNIT IN -LINE EXHAUST FAN RUNS WITH GAS HEATING SHUT -DOWN, — a EXISTING 42/46 B2 NEW WELDING EXHAUST ® WITH 100% EXHAUST WITH DAMPER #01 OPEN AND #02 CLOSED UNTIL ROOM AIR GRILLE OUTSIDE -_ �� - -` _ _ -� DUCT UP TO AHU -2 ® B4 DISCHARGE CAP B TEMPERATURE RETURNS TO 70'F. - _,. - - II r- _ _ _ I � NEW CURBS _• I \ I C--- — •-`�-`- --- -_:=_-=.- �'- C _Ts.. (TYPICAL) 4. ALL SYSTEMS RETURN TO NORMAL OPERATION WITH MAKEUP MI MOTORIZED DAMPER # I `�, ��� - _i AIR HANDLING UNIT AND IN -LINE EXHAUST FAN SHUT -DOWN. •••• '5121 mu NEW GAS LINE FROM I ` � � . EXISTING 4" MAIN NEW WELDING --- 1 I DAMPER #02 REMAINS CLOSED AND DAMPER #01 CLOSES. - r° I A I If E XHAUST AIR DUCT _ - NEW 72 X 24 NEW INT SPRAY RETURN AIR GRILLE WITH SUPPLY AIR GRILLE BOOTH', 7200CFM __ __ I , , 0 0 MOTO;IH;;:1T ED IEXHAUST EUST -` FAN I TEGRAL AN BEOND �� , EXISTING CEILING PAINT BOOTH �'I _ - __ _ 2 GPM OF 130T EWT DIFFUSER 740 CFM • Ir MOTORIZED DA MPER #01 4a --�- -� _ L - -" N I � - � I ....... NEW („ EW 24 "0 PAINT r , j V . . \ \ .. .... .. � 1 � . 72" X 24" ) 3. SPRAY EXHAUST I L L ) \ \ \ \\ I 0 ■ ■■■ � � r � I DUCT UP THRU ROOF CZS 11a l i Elms - -_ �" T I_ --f i ___ " °- _ _ ' DOUBLE SUPPLY DEFLECTION AIR GRILLE .411116. �� I - - 1 U � `� I AIR GRILLE 46" X 46" OUTSIDE o- BLADES M3.1 1 VENT, - -- '. \ MOTORIZED NEW MAKEUP N 24"0 EXHAUST DUCT 2" WASTE, , HW /CW AIR UNIT ...�- NEW 24 EXPOSED ALONG WALL 7000 CFM EXISTING 10 X 20 1 DAMPER #02 RETURN REGISTER rr� - -- I r � IN -LINE EXHAUST FAN - - - - - !lE:,!! —�� r 24/18' ' RETURN GRILLE (EXPLOSION PROOF) 580 CFM, 12 AFF t":�A �! I I EXISTING UNIT HEATER 61 ___ �� _ �_ - 14/14 _, � t �`� +� - -� _ __ _ DUCT SILENCER NEW EXHAUST FAN _ L -` (EXPLOSION PROOF)W Ar 10' -0 MINIMUM 1 t` t I I! ' 1 NEW ROOF CURB ® <L, _ EXISTING HEATING COIL a _� FILTER SECTION WITH MODIFY EXISTING DUCT HC -1 60'F EAT /80'F 16 "0 EXHAUST DUCT I✓ SIDE ACCESS DOOR le MI TO ACCOMMODATE NEW L LAT, 1.7 GPM UP TO EXHAUST FAN - - - —JV CABINET AND SHELF 24/12 DN EF -11 m NEW PAINT SPRAY BOOTH -N . I POC 2" WASTE, VENT + 12" AFF A NEW SINK / I FLOORHW /CW ABOVE �© I ® - -__ -- `- L'- -_. 14/14 DN + AFF NEW HOOD ATTACHED _ -� _ iVED- VAPOR TIGHT FLUORESCENT '" TO EXISTING PAINT b b LIGHT FIXTURE MIXING TABLE -. F M PARTS PAINT ROOM MECHANICAL PLAN 1 MECHANICAL SECTION APR 2 2 2002 SCALE :1 /4 =1' M3.1 SCALE:1 /4 =1 ' -0" 16"0 PERMIT C (1 1RN, :� VAPOR TIGHT FLUORESCENT EXHAUST FAN SWITCH LIGHT FIXTURE, NEC CLASS NEC CLASS 1, 1, DIVISION 2 DIVISION 2 STIFFENER ON THREE SIDE PANEL I SIDES OPEN 2800 CFM ® - ' 133 FPM ATTACH GALVANIZED STEEL _____ _,/ PAINT _ HOOD TO ALL THREE �- ft MIXING TABLE ��� "!'- -j SIDES OF TABLE FLOOR ,.c. A —_ -1 - _____- ._._.___ _.- __ - -L -- __- _...- - - - -y. ___- _ u,__ _..._._ i: - 1 . 1 / Y/9,1 T - FRONT VIEW SIDE VIEW �� x 1470- 4 2 PAINT MIXING TABLE i , - 3 . i 4 'l/ D �•' l M3.1 SCALE:1 /4 " =1' -0 n All - DESIGNED: PROJECT MANAGER: SCALE: 3 T�' D ATE: , 1 • METRO TRANSIT DIVISION ., 04/10/2002 PR OSN 114 " =1' -0" SOUTH BASE FACILITIES - 17928 RETT SE, SUITE H "' s ONE INCH AT � DRAWN: APPROVED: BUS SHELTER REFURBISHMENT PROCESS FACILITIES UPGRADE BOTHELL WASH , WASHINGTGT ON 98012 012 o $. -r - • ENO/N R8, LL (425) 481 -7735 FAX (425) 481 -7692 I ' .if? BBN FULL SIZE CONTACT: OWEN NITTA w Q CHECKED: IBIS NO: I '" ' IF NOT ONE INCH, SMALL PARTS DRAWING NO: 0 JOB NUMBER: 013070 i I 8 35 A E TEP WORK REQUEST: SCALE ACCORDINGLY Kin g Count y PAINT ROOM M3.1 No. REVISION BY APP'D DATE , RECOMMENDED: CONTRACT NO: SITE LOCATION NO Department of �� Transportation MECHANICAL PLAN SNEET No 16 OF 23 • , I I I I I ... iii ' 1 I : I I I, 11 i I I 1. I. i I T I I L.3 I 1 I ., 1 I I ! i 1 I i 1 I ' 0 Inch 1/16 1 I 2 • d 5 6 • r, A. . • l L . � I - ,_ L L t, l 0 4 I i iliIiiiiIii IIIIIIIIIIIIIIIi III II III IIIIII!IIIJ IIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIiililiiiIIIIIIIIIIIIIIIIIIIIIIIII1llllllll1I ' • I I , 11 EXISTING CMU WALL ! I FRAME OPEN AT TOP FOR FILTER REMOVAL i I I 2 1/2" X 1 1/2" X 18 GAUGE GALVANIZED STEEL CHANNEL FRAME „--.. I I ATTACHED TO CMU WALL (( \ I I EXISTING 72” X 24' GRILLE I I • )...\., I POC 2" TO 6" il - r _ _ -- -� l - -_- ( 1 1 /4 1 1 /2 1 1 /2 1 I 1 /2 1 1/4 /4 2' -- -- -_ - 1 ).._ % - - - ,-0- -- -- T 0- - - -- 0 0 I II A A 1 1 /2„ 2 1 /2 �.� . cp 2 —o �� - 0 ._ .. L-1 SECTION A -A _ - o--- - 0 0 - -- : -0-- I - - -O r o —_ _ _ _ - _ _.. __ - • 1 - �I 3 -24" X 24" X 2" CLEANABLE PANEL I -- • __ • I- • - - c o - - -- o -- •-- 0.- ----0 - FILTERS. FARR TYPE 44 WITH 14 MESH ` - - - 1111 -- _ ZINC PLATED STEEL SCREEN MEDIA ° - _— __.- --- o - - - - -= o " - - -- I i --- - ELEVATION , ./v- •._ • • - 1 FILTER FRAME DETAIL SHUT-OFF M3.2 SCALE:NO SCALE -- -'- -- -- T -- °-- • • WT H 6' E -- 2 1/2" _ - - L 4" -_ I 6" Fr_� . 6 4" 3" 2 1/2" • ABOVE HIGHEST STORAGE RACK EXISTING FIRE SPRINKLER PIPES TO HEADS (4) IN I 0 0- -- a _ a - - - 1 o-= - ---0- o o • o DUST COLLECTOR HOPPER • --7--;=-. _ )_.....- _...___- r . - -_ • • `� r -1 � POC NEW 1 1 /4" FIRE _ _._ ........_...__.._I. —_ �DU T OL EC •R • 1 0_,._ --� { }_— 0 �_ —o EXISTING (2) FIRE SPRINKLER BRANCH TO , --- --+- I SPRINKLER HEADS AT ' EXISTING 2" PIPE - --- - - - - - -- CEILING J- - ...-J--- - ' -1 - - -- __ I +� - -- 1 • • _ • • -- AUTOMATIC PENDANT FIRE �1I - - - - -. SPRINKL • TH HEAD NEW PENDANT FIRE 0- ....... 0 -0- -- 0 — _ SPRINKLER HEADS (2) - _ -- _ _ _ HEADS' AN, HO' • AL "BRANCH WITH HEAD GUARDS -- -___ -_ - - __ �"' , I 15' -0 HIGH ST -- 1 I 8" GE o 0 0 PIPING AT 5' -0 0' -0" BELOW CATWALK "'� _ —•- I RACKS CLASS , IIIA (TY COMMO ) - - - - -- ABOVEAI I2 E&O.,o t aL'P) NEW PENDANT FIRE SPRINKLER HEAD AT 1" 1" FIRE SPRINKLER I o o -- , o I ° S. -° --I NOTEPERMIT CENTER IONS CEILING PIPE DOWN TO i PIPING, PIPE SIZES AND - -__ __- CATWALK - SHOWN L FOR H BI DING PURPOSES - I I o = 0 - - 0 0 0 0 Ali NEW 24" X 72" FILTER I - ONLY. THE "BIDDER DESIGN" ® AND FRAME _ I _ _ __-7.-07---.:7------L-.0-•-7-77----:.-.2..--0.7-:- __ FIRE SPRINKLER CONTRACTOR - -^ - ° SHALL SUBMIT HYDRAULIC - ._..._. _. _ ..._.___.._...--...__. _. - ..- ..- ._._.. - - -. -. _. .. _._.. _.__ POC 8" TO EXISTING CALCULATIONS, SHOP DRAWINGS EXISTING 2" FIRE I 8" RISER AND DESIGN FOR A COMPLETE SPRINKLER BRANCH MAIN 1" 2" 2" COVERAGE FIRE SPRINKLER 2" -- o - -- 0 —0-- 0 0 o SYSTEM AS LISTED IN NFPA 13 1 1/4" ,✓ 1 1 /2" I o 1 1 2 " 1 1 /2" 0 1 1 /4 2' FOR HIGH PILED STORAGE, AND / „� 6" bol 7' 8 ,. 6 „ - - -- FACTORY MUTUAL D.S. 2 -8, Q�J (\ =•� 72....-_-!_-_--::' — ---___L__,_ EARTHAKE PROTECTION FOR - - - -- - WATE SED FIRE PROTECTION _ I - - M - - _ �� _ -_ SYS;T,ENC4 (� �� — o � EXISTING 8" FIRE SPRINKLER RISER EXISTING UPRIGHT AUTO14 fI /I 9 FIRE SPRINKLER HEACD,�7YI f "/2' c' B DUST COLLECTOR FIRE SPRINKLER PLAN A STORES -FIRE SPRINKLER PLAN -�9 ' j . 2, -i M3.2 SCALE:1 /4 " =1' -0" M3.2 SCALE:1/8" =1 ' -0" � 4',�_ r < pO _ : 'a� :. A. DESIGNED: PROJECT MANAGER: SCALE: METRO TRANSIT ,:■,C4sigi rYil A' 17928 BOTHELL EVERETT HWY SE, SUITE H 5 n 54'S OSN NTS , 004/10/2002 J t DRAWN: APPROVED: ONE INCH AT SOUTH BASE FACILITIES BOTHELL, WASHINGTON 98012 rm FULL SIZE BUS SHELTER REFURBISHMENT PROCESS FACILITIES UPGRAI A ENGIN ERA LL (425) 481 -7735 FAX (425) 481 -7692 1- 1 • BBN CONTACT: OWEN NITTA ~ O . CHECKED: IBIS N0: I—I DUST COLLECTOR DRAWING NO: JOB NUMBER: 01 3070 • •' a .„* a TEP IF NOT ONE INCH, y WORN REQUEST) _ SCALE ACCORDINGL & STORES' Ki ng C oun t y M3.2 No. REVISION BY APP'D DATE EXPIRES: 7 8 02 RECOMMENDED: CONTRACT NO: SITE LOCATION NO: ar De tment of P p FIRE SPINKLER PLAN SHEEP N0 17 OF 23 Transportation , 1 1 • . I • I I I I I I I 1. !' 1 1 1 1 (1 . 1 1 1! i i i I i i y .y i i i -4 • 1 L 1! 1 I I f I ' 0 Inch 1/16 I 2 3 d 5 6 4 Y'Y L b 1 I . '1.4 r' t IIIIIIIIIIIII IIIIIIII� II�IL�U111111!IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111iLIII J I IILiIh 1111111 ■■ , - EXISTING UNIT HEATER EXISTING UNIT TO REMAIN HEATER TO REMAIN MECHANICAL UNIT, HOOD, ETC., a ? I- SEALING MATERIAL EXISTING WASTE LAG BOLTS WITH NEOPRENE WASHER WOOD CURB - OIL TANK AND z L.L. _ BASE OF UNIT OR CAP FLASHING l PUMP TO REMAIN � SHEET METAL FLASHING RECEIVER 1 8 1 EXISTING COMPRESSED AIR OULET EXTENDS 1/2" MINIMUM BEYOND TOP ( I • OF CURB HIGH- DOMED, CAPPED, GASKETED - ASSEMBLY TO REMAIN (TYP) —- FASTENERS (APPROX. 12" O.C., , rr - SEALING MATERIAL - > : MINIMUM TWO FASTENERS PER - _ ' TOP .� _— ._..... \ SIDE .-- - +_ _._.__.— ''1� � ) I - _ SHEET METAL J �' , - 2" MINIMUM BELOW TOP OF CURB :41,011% + `' f - v REMOVABLE FLASHING MEMBRANE COUNTERFLASHING rr � ��� ..\,,04-4.4 � ,\ Rio ROOM AIR l'' / )RELOCATE EXISTING ( /`•. BRANE (ADHERED , lI ' FLASHING RECEIVER j TO CURB) TEMPERAT RE SENSORS S \ I � HIV I � it ( ' "`--J EXISTING 16" X 8" DUCT WITH I -- � � � � / � I � , • . � SEALANT AS REQUIRED BY THE 12" WOOD NAILERS i ! 24" X 12 RETURN AIR GRILLE FASTENERS o .. . NEW AIR HOSE REEL SPECIFIC SYSTEM) ----- COUNTERFLASHING THROUGH BOLTS `� r� \ � 6" ABOVE FLOOR TO REMAIN L S 12" . \ �` , � ' � ' THERMOSET RUOF M L�^__Y —__ —__ .,. ��� .�= NEW AIR REGULATOR Ill - -- .___.._� A ��_ or O.C., MINIMUM 2 .ON + . ASSEMBLY "� FLASHING MEMBRANE EACH OF 4 SIDES � : , f EXISTING HEATING SUPPLY AIR THERMAL INSULATION CONNECT NEW 1 /4" AIR �� ( DIFFUSER TO REMAIN (TYP) -- - �� WOOD CURB ROOF DECK TO EXISTING RISER RELOCATE EXISTING \ 4, EXISTING 16" X 10" DUCT WITH STRUCTURAL FRAMING TEM ERAT RE SENSORS x.6.1 � AB" X RETURN AIR GRILLE 6" S i ► ABOVE F FL LOOR TO REMAIN NOTES: FURNISHED AND INSTALLED BY GENERAL CONTRACTOR /ROOFING CONTRACTOR Y , 1. ATTACH NAILERS TO STRUCTURAL FRAMING WITH THROUGH BOLTS. NEW AIR HOSE REEL 2. TOP LAYER OF INSULATION CAN BE EITHER THERMAL INSULATION OR COVERBOARD INSULATION. .> ■ r jj ---- - - - -- 3. WHEN POSSIBLE, THE MECHANICAL UNIT OR DUCT SHOULD NOT BE SET UNTIL THE ROOF NEW AIR REGULATOR --H L.I _.I.�__ SLEEKER BROTHERS MEMBRANE AND FLASHING HAVE BEEN INSTALLED. ASSEMBLY I" ! TYPE VC VELOCITY 1 MINIMUM 3600 FPM 4. COORDINATE LOCATION AND CURB SIZE WITH GENERAL CONTRACTOR /ROOFING CONTRACTOR. \ CONE WITH DAMPER DISCHARGE VELOCITY TO EXISTIN RISER r S B ROOF CURB DETAIL _ A — __ i _ _`_ =„ . �, ' M3.3 SCALE:NO SCALE CONNECT E /4" AIR \ _ I .f _-_ ri ____ I ] l r MINIMUM 15' -0 TO EXISTING \ 1 1 OUTSIDE AIR INTAKE AT ROOF AIR HANDLING UNIT A ALTERED ASSEMBLY AREA MECHANICAL PLAN ` BACKDRAFT SCALE:1 /8" =1' -0" CITY E TUKWILA I iv / DAMPER 1 UL LISTED TYPE B it ® APR 2 2 2002 _ TUBULAR GAS VENT CAP SPACER /SUPPORT CLIP (TYP OF 4) PERMIT CENTER I TYPE B GAS VENT PIPE BACKDRAFT /2.----------- MESH " STAINLESS BIRDSCREEN DAMPER / i -- L__4 24 "0 STORM COLLAR \ �� ' 45 b ; "MINIMUM "MINIMUM 12" I o EXPLOSION ABOVE PARAPET -� PROOF F AN - TALL CONE CAP \\N\--- BRAZE DUCT TO FLASHING F. I MOTOR • CAP FLASHING ..... FAN CURB DRIP FLASHING BRAZE DUCT TO _ '— CAP FLASHING _ _ - ___ -•� `_ ROOF ____ ROOF CURB, SEE I I __._ —.__ _ --. B/M3.3 r .-- MINIMUM 1" CLEARANCE to_ — ROOF , _ ROOF CURB, SEE BETWEEN CURB AND --- "--- - - - - -. ROOF B /M3.3 I I I I TYPE B GAS VENT ROOF CURB, SEE EXISTING ROOF CURB, SEE B/M3.3 PARAPET B4 FURNACE VENT CAP B /M3.3 M3.3 SCALE: NO SCALE B3 SPRAY BOOTH ROOF CAP 8 FAN CURB DETAIL :''? t�2 . WELDING DISCHARGE CAP M3.3 SCALE: NO SCALE r I �M • � ,(S� P�LE :NO SCALE M3.3 SCALE:NO SCALE ' A. 4/))), g7I A X . DESIGNED: PROJECT MANAGER: SCALE: ;' j 1 I I vL:2 ! DATE: l`lllJJ 1 METRO TRANSIT DIVISION 5 •„ ?R Fs OSN 118 " =1' -0• 1 ' �s t' " 0411012002 L 17928 BOTHELL EVERETT HWY SE SUITE H DRAwN: APPROVED: O NE CH AT ! ' °:: BOTHELL, WASHINGTON 98012 '* < a 1±,P' ligell BNO/NEERd LL (425) 481 -7735 FAX (425) 481 -7692 I `:� - BBN FULL SIZ -� t HELTER REFURBISHMENT PROCESS FACILITIES UPGRADE IMII CONTACT: OWEN NITTA 4. CHECKED: IBIS NO: 1 i ` .6 ALTERED ASSEMBLY DRAWING NO: JOB NUMBER: 013070 ' 1 4 . IF NOT ONE INCH, ' n /ONALS TEP WORK REQUEST: SCALE ACCORDINGLY King County AREA MECHANICAL PLANS M3.3 No. REVISION BY APP'D DATE RECOMMENDED: CONTRACT N0: SITE LOCATION NO: Department Of ®D � Transportation SHEET No: 18 OF 23 I I I , . � I I I I I'I I ii1i'''11!'1,.ii:iil' �', , •I I I, i I i I I I • 0 Inch 1/16 1 2 3 d 5 6 L : t L iU I I _. -t. I 17 i, l 0 ` h i i kdii d i i IIIIIIII I111i1111 111111111111111111III II IIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIhuilid .............-__ , . \ , ELECTRICAL SYMBOLS Sc ABBREVIATIONS ___ GENERAL RECEPTACLES COMMUNICATIONS ABBREVIATIONS INDICATES NOTES THIS SHEET. TELEPHONE OUTLET; STUB CONDUIT TO ACCESSIBLE A.C. ABOVE COUNTER CEILING SPACE (IF NO ACCESSIBLE CEILING ROUTE ® AN REFERENCE TARGET, UPPER HALF INDICATES DETAIL'S ic DUPLEX RECEPTACLE. CONDUIT TO TTB.) AFF ABOVE FINISHED FLOOR NUMBER, LOWER HALF INDICATES DETAIL'S SHEET N0. # DOUBLE DUPLEX RECEPTACLE. D DUPLEX OUTLET 1 DATA CONNECTION AND 1 AG ABOVE GRADE P -31 PROVIDE AN INDIVIDUAL 'HOME RUN' FROM THIS a TWIST LOCK RECEPTACLE. TELEPHONE CONNECTION U.N.O. LOCATION TO THE PANEL AND CIRCUIT DESIGNATION A,AMP AMPERE INDICATED (i.e. PANEL 'P', CIRCUIT #31). ® SPECIAL PURPOSE RECEPTACLE. ATS AUTOMATIC TRANSFER SWITCH UNLESS OTHERWISE INDICATED ALL CONDUIT SHALL BE MULTI - OUTLET ASSEMBLY SIZED PER N.E.C. BY THE ELECTRICAL CONTRACTOR ELECTRICAL RISER AWG AMERICAN WIRE GAUGE RACEWAY, CONCEALED IN WALLS OR CEILINGS, NUMBER CB CIRCUIT BREAKER OF HASH MARKS INDICATES NUMBER OF CONDUCTORS, - FUSED SWITCH HASH MARKS INDICATES 2 CONDUCTORS ( #12 THHN U. -�- CIRCUIT BREAKER U.N.O.), SOLID DOTS INDICATE A SEPARATE GROUND FA ELECTRIC WATER COOLER FIRE ALARM WIRE. PROVIDE CODE -SIZED GREEN GROUND EQUIPMENT EQUIPMENT GROUNDING CONDUCTOR IN ALL RACEWAYS. -- EWC an 1-- FUSE OR CURRENT LIMITER FBOIC FURNISHED BY OTHERS INSTALLED BY CONTRACTOR BRANCH CIRCUIT PANEL ,--•-- RACEWAY, BELOW FLOORS OR GRADE CEILINGS, NUMBER I4 I TELEPHONE TERMINAL BOARD (TTB) TRANSFORMER G, GRD GROUND OF HASH MARKS INDICATES NUMBER OF CONDUCTORS, NO HASH MARKS INDICATES 2 CONDUCTORS ( #12 THHN GFI GROUND FAULT CIRCUIT INTERRUPTER ( U.N.O.), SOLID DOTS INDICATE A SEPARATE GROUND MOTOR CONNECTION. GROUND WIRE. PROVIDE CODE -SIZED GREEN GROUND HP HORSEPOWER \ EQUIPMENT GROUNDING CONDUCTOR IN ALL RACEWAYS. 0 JUNCTION BOX. IG ISOLATED GROUND METER e ( MECHANICAL EQUIPMENT (SEE SCHEDULE). © IH INSTANT HOT WATER $ (a) SI PLE SUBSRIPTS a,b, etc., FEEDER SIZE, SEE FEEDER SCHEDULE DENOTES SWITCH - FIXTURE NGLE COONTROLLED) J -BOX JUNCTION BOX 3 3 WAY SWITCH lam' FUSED SWITCH (SIZE FUSE TO LOAD) D CONTACTOR D MCC MOTOR CONTROL CENTER 4 4 WAY SWITCH DISCONNECT SWITCH N NEUTRAL MOTOR STARTER - MAGNETIC M MOTOR RATED DISCONNECT SWITCH PE I NIC NOT IN CONTRACT a PHOTOELECTRIC CONTROL 1 MANUAL 'STARTER NL NIGHT LIGHT, FIXTURE NOT SWITCHED - - -P - -- PRIMARY SERVICE (UNDERGROUND U.N.O.) 1.1d' COMBINATION MOTOR STARTER DISCONNECT SWITCH PNL PANEL OT THERMOSTAT R RACEWAY - - -S - - - SECONDARY SERVICE ( UNGERGROUND U.N.O.) © TRANSFORMER RO RACEWAY ONLY - - -T - -- TELEPHONE SERVICE ( UNGERGROUND U.N.O.) -- FA -- FIRE ALARM SERVICE (UNDERGROUND U.N.O.) D METER ELECTRICAL DRAWING INDEX RECEPT RECEPTACLE ® SINGLE POINT EQUIPMENT CONNECTION SPECS SPECIFICATIONS E1.0 ELECTRICAL SYMBOLS & ABBREVIATIONS SW SWITCH LIGHTING E2.0 ELECTRICAL DEMOLITION PLAN SWBD SWITCHBOARD FIRE ALARM E3.0 POWER PLAN TELE TELEPHONE lo I FLUORESCENT FIXTURE, (SUBSCRIPT INDICATES E3.1 ELECTRICAL DETAILS TTB TELEPHONE TERMINAL BOARD SWITCHING CONTROL). TS SPRINKLER TAMPER SWITCH E4.0 PANEL SCEDULES AND CALCULATIONS TYP TYPICAL RECEIVED �� FLUORESCENT STRIP FIXTURE FIRE /SMOKE DAMPER ACTUATOR. PROVIDED AND CITY OF RECEIVED , INSTALLED BY MECHANICAL CONTRACTOR. ELECTRICAL U.N.O. UNLESS NOTED OTHERWISE 0 SURFACE MOUNTED FIXTURE CONTRACTOR TO PROVIDE 120V CONNECTION, CONTROL POWER AND J -BOX WITH SINGLE POLE RELAY FOR V VOLT APR 2 2 2002 Io y I WALL MOUNTED FLUORESCENT FIXTURE FIRE /SMOKE DAMPER CONTROL. VERIFY EXACT VP VANDAL PROOF - 0 WALL MOUNTED FIXTURE LOCATIONS WITH MECHANICAL CONTRACTOR. © FIRE DETECTOR W WIRE OR WATT PERMIT CENTER EMERGENCY WALL PACK FIXTURE WP WEATHERPROOF 43 WALL MOUNTED EXIT SIGN 0 PHASE CID EXIT SIGN - DIRECTIONAL ARROWS AS INDICATED, (E) EXISTING TO REMAIN (R) 1 EXISTING TO BE REMOVED OD LIGHT FIXTURE TYPE DESIGNATION �� (ER) ./ Q(( / I � STING TO BE RELOCATED X = TYPE (SEE FIXTURE SCHEDULE) fL 70 '" � . ii),<-' /pc, ,4,-, . ilh . A DESIGNED: PROJECT MANAGER: SCALE: 0G / „,,,u,,1/4/ r a ': , METRO TRANSIT DIVISION - DATE` ' ” 0-1D :, FSH NONE � i " i` 17928 THELL EVERETT HWY SE, SUITE H x DRAWN: APPROVED: ;; I ';, ;'' 04/10/2002 17928 L, BO WASHINGTON 98012 ONE INCH A •=7. SOUTH BASE FACILITIES (425) 481-7735 FAX (425) 481 -7692 :1110 ✓ , DRA MDW Lpg FULL SIZE SHELTER REFURBISHMENT PROCESS FACILITIES UPGRADE CONTACT: FRANK STARR ►/� CHECKED: IBIS NO: I- '- I ELECTRICAL DRAWING NO: — JOB NUMBER: 013070 r. � Va;', r FSH WORK REQUEST: S CALE ACCORDINGLY Ki Count E1.0 `` ��/OW No. REVISION BY APP'D DATE RECOMMENDED: CONTRACT NO: SITE LOCATION NO: De King County SYMBOLS & ID � Transportation ABBREVIATIONS SHEEP N0 19 OF 23 1 1, I , I 1, 11 I I t' I 1 . 1 i !i�ili ;Ii i ; I I I I I i I t I 1 ' 0 ' Inch 1/16 1 I 2 3 A 5 6 �/ /„,1 3 . .... 1 IIIIIIIIIIIII1111111111111III I IIIII IIIIIIIIIIIIIIIIIIII1111 III IIIIII1 IIIIlllll IIIllllll llllllllllllllllllllllllll l 11111111111111111111111111111111 J - i izlr ':va D'J, t':?f1r.t. "r,GYDfll - ©' -C10 -7 in 480V/30/30A • ! • R' 1 P4 -C10 -1 7,9,11 .I ' © 2- �C10 -15 U 1 ! 80V I: 0 /30A ==�� _ autri xi I O 4 -C 0 -2 8,10,12 'rac. ' 0 gth O -1 Q .. ::.ARi!I7TtT 1 Stitt+ 1' Tltdi I SS EHDLY O is.:, nrxi ft (011Mir Q— M fill ria 1N( `M TAO PI PE THREADER 1 Q-- •Lr.;., -- MIN REMAten 1 20V RECEPT rxir XESY. manic I , . .. 120V...C "Is' , O �. r p mp mom bNNE ION —111 NOTES THIS SHEET: ;4RZ. BAND SAW — t, O REMOVE AND SCRAP DISCONNECTS AND WIRE BACK MUM OFF1, TO PANEL. REMOVE CONDUIT BACK TO POINT OF ,.rno„ OI,1' Y INTERCEPTION FOR REUSE. P2 -D10 I mamma mop • (REFERENCE ONLY) PUNCH '� i (R ° DE ' = 0 LY) O RELOCATE DUPLEX RECEPTACLE 1' - 0" NORTH P4-D10-1 PRESS ' t o O - ='41r'n,sn (REFERENCE ONLY) • TO CLR NEW DOOR OPENING. J O 3O OCATE P RCEC' " N 0 BA , SAW TO CLEAR NEW DOOR LEX E OPENING. LE i,rimam _ - 4 RELOCATE REL SWITCH DU 3' - 0" PTA NORTH 3 TO - 0 CLEAR ORTH NEW imam jr ► I O xI nO�;, -- -m-- - " DOOR OPENING. 1111 WNW WTI - �rc,V�c IF k ' ROD OVEN - FJQa:Rh1 :, — ® REMOVE AND SCRAP 2 EACH BOXES AND rx�r v tR iE s, Ir. WIR MOLD RACEWAY. WIRE MOLD r . I (arum !I I ri .. - .6 VERIFY THERMOSTAT HAS BEEN MOVED BY I . I iusa T Mt t ltK:fG. rzrrrrc�nT rt t uri�x;• l MECHANICAL PRIOR TO INSTALLING DEVICES AND EQUIPMEN T i v } rH I EQUIPMENT. JTOIiAUI :: m Isa? I:: t.. � ' a I O7 RELOCATE SWITCH AND THERMOSTAT 3' - 0" NORTH °`I' �' � I 1 d TO CLEAR NEW DOOR OPENING. COORDINATE WITH �roMF Z I ., Mr I„5s MECHANICAL. "I U. sal' � ' i � ...........__._ I 0 A rr;,7. I r„! ;1Nti 1ti41LY 8 RELOCATE RECEPTACLE /CIRCUIT TO LOCATION I ,I o Tti3iE I 1 CKC+TIt<•i INDICATED ON SHEET E3.0. marina tint, ` O REMOVE AND SCRAP DISCONNECT, CONDUIT, AND I =TM I OWE dil O ,Yew; 'rl. ' CONDUCTORS BACK TO PANEL. • h ttrr P sr o II `' -- c • . C OPY ■ r"Y, I�' n 10 1 Fk�S111iq r '' I I :1t:r•X;E REMOVE AND SCRAP RECEPTACLES, CONDUIT, AND LUXESitCCrq IL CONDUCTORS BACK TO NEAREST RECEPTACLE OUT OF II rJ nn, I I CAT II, DIV 2 AREA. REF. SHEET E3.0. II OPrr� gas +rrOrr woe_ i ; o ; rxia Witt n }1, >. RECEIVED 0 1 J CITY OF TUKWILA — APR 2 2 2002 PERMIT CENTER P'\POWER DEMOLITION PLAN SCALE: 1/16" = 1 -0 NORTH , • , 0 f , ` . T 4,,o • / �� • DESIGNED: PROJECT MANAGER: SCALE: VT) 7j : : .,. All METRO TRANSIT DIVISION DATE: AI 41 D �;,, FSH 1116" =1' -0" 4'6 t' 17928 BOTHELL EVERETT HWY SE, SUITE H �� F� ": ' ' 04/10/2002 DRAWN APPROVED: — e t a , , ' r SOUTH BASE FACILIT _ All BOTHELL, WASHINGTON 98012 }� �� ONE SIZE S SHELTER REFURBISHMENT PROCESS FACILITIES UPGRADE T t A. (425) 481 -7735 FAX (425) 481 -7692 : �' `� �� MDW _ UM _ CONTACT: FRANK STARK ' CHECKED: IBIS NO: ' d I '� m POWER DRAWING NO: JOB NUMBER: 013070 ' 1,,.. r FSH IF NOT ONE INCH iONAL rra"r REQUEST: SCALE ACCORDINGLY K ing County DEMOLITION E2.0 No. REVISION BY APP'D DATE EXPIRES: BQ,!'� RECOMMENDED: CONTRACT NO: SITE LOCATION NO: Department of OF p SHEET N0: Transportation PLAN 20 23 1 1, 1 , 1 1.'1'1 1 1 1 '; il i i i i i : i f : l i ' . i l l i l i i � i I ; 1 . . i • I • I I . I l , . . . , : : 1 I I ' 0 Inch 1/16 1 I 2 3 4 5 6 t Wit '"r yVA1:1 / - G �.`. i_t. V l 0 1 1IIIIIIIIIIIIIIIIIIIII IIIIIII I iiI il IIIIIII IIIII1(1IIIi IIIIIIIII IIII IIIdIIIIIIii iiIiiiiliiiIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIII I (11)(10 ) ® �8 7) ® ( ( 3 � ` - 4 �) ( .. 2)( 1 1 ( 0 ) t,,_.i FIXTURE SCHEDULE GENERAL NOTES: I FS1 CLASS II, DIVISION 2; GROUPS F &G RATED 1. CONTRACTOR SHALL VERIFY ALL EQUIPMENT WITH THE a 4n:w I FLUORESCENT FIXTURE. HOUSING SHALL BE ARCHITECT /OWNER'S REPRESENITIVE PRIOR TO ROUGH -IN. (A )-\ 1mi ∎.XNU .030 ZINC COATED STEEL AND SEALED >,,,,s \.._..__...__.. _ _ _, WIREWAY ACCESS. PAINTED WHITE REFLECTOR _ IT MINIMUM 889L REFLECTANCE. ONE PIECE 41111 Alip RELOCA� - .125 5 WHITE TRANSLUCENT CELL CAST VIRGIN , D P E THREADER da.c1?.ri: §'ka. ACRYLIC LENS, WITH .187 EPDM GASKETINGFOR sx'�1,w`'``�>E�r,�fssltn NEW RADI' L ARM S HOUSING CHANNELS AND END CAPS. E3.0 II RELOCAT: D B' NDSAW O c "� P4 -D10- : MANUFACTURER: PARAMOUNT HC4 SERIES. RELOCATI D S I DE dq• RFIt U 32,34,36 LAMPS: 2 -32WT8 ; �,; n .T Iln.� 480/3+ I OA �n ar IllY INPUT WATTS = 61 P2-C10 ►r h ;f 07,0 P4 -D10 Dui 4 1 ,Yr,I kl ttiP • lta~ r�, NOTES THIS SHEET: ' kaz I I RELOC'' 1 1 ED 'RILL PRESS O .b.. (REFERENCE ONLY) i' 480V/ - /3� ' O1 REUSE EXISTING CIRCUIT FOR THIS LOAD. INTERCEPT EXISTING CONDUIT AND EXTEND TO NEW LOCATION. PULL NEW P4 -C10 -2 P4 -D1 i -2 01111111 Vil CONDUCTOR FROM PANEL. (REFERENCE ONLYi> © G) ( ;) aa,rt � € .��� .� C 0 O mob 0 O , _. ` - N RELOCATED►�11J SS O1 O 2 EXISTING ELECTRO /PNEUMATIC CONTROL CABINET TO BE C l r .. � _ - �' - r---- ;� �,,� BLO 'A--- - - ONNECT FEEDER O , ' � . i ` + 1A ,In'n:a FSt13l11AS P4 -C10 -2 8 _ - — - - - "— -- -- RELOC BY MECHANICAL. RE-ROUTE AND C 1 RELOCATED ill E 1 ! 1:LMIlt Aa. AS REQUIRED. COORDINATE WITH MECHANICAL. PRESS -PUNCH ''r ������������ 1u ' RELOCATED GRINDER '( 03 PROVIDE 20A RATED RECEPTACLE. 480/30/30A I�� NEMA L16 -3iR 480/30/30' P4 -D10 -2 7 P4 -C10 -2 8 U4 REMOVE ALL EXISTING ELECTICAL IN DUST COLLECTOR RM. 136A. mate I ►' ° • PROVIDE NEW ELECTRICAL IN ROOM RATED FOR CLASS 2, DIVISION P2-D10 F. RELOCAT; D Ho R. B NA 1 O c�r.;�,, ;ivu'8vs•a'IS+ �— 2 HAZARDOUS LOCATION AS FOLLOWS: (REFERENCE ONLY) I; rrr�1 2 EACH 2 -TUBE 4 -FOOT FLOURESCENT LIGHT FIXTURES. 1 EACH 2OA, 1 -POLE LIGHT SWITCH (NEMA 9) P4 -D10 -1 I I I� prl 1 EACH 480V, 6OA, 3 -POLE H.D. DISCONNECT SWITCH (NEMA 9). (REFERENCE ONLY I uau P4 -D10 -2 tiT�wr ur I. (REFFERENCE cif+} fit') RELOCATE EXISTING MOTOR STARTER WITH CONTROL BOX TO LOCATION , _ ROD OVEN ` ' ``'`' °` w� \ � , a:c ' 110 :9 NEW D' • I IN ADJACENT RM, 136. PROVIDE NEW WIRE AND CONDUIT AS 3 ' �� t ,r P4- -�1 r © NECESSARY WITH CONDUIT SEALS LOCATED AT ENTRANCE TO RM. I. !�, I r ye ': I. a I � ' �` ,� I - ^ RM. 136 (EF. DWG. E2.) ONNECT SWITCH LABELED SANDER IN 'ESS .. �a.� II© �, " 6A SCRAP EXISTING DISCONNECT ' 11 r ® _ 05 REMOVE ALL EXISTING ELECTRICAL EQUIPMENT AND CONDUIT IN ,, , w, i , I + , ��� I f PROVIDE @ji Illinsmonmeal mil E l &1 1L w m > ' av }- - - - _ ' i 0 ". RELOCATE DOOR OPERATOR ON WEST SIDE OF SOUTH DOOR TO � , �� �_� � � c � EAST SIDE OF DOOR. {'1171 iibpruglig, a .-f ._ . ..... II! ' _ ; ".,,; ®6 REMOVE ALL EXISTING ELECTRICAL EQUIPMENT AND CONDUIT IN -- u ALTERED PAINT SHOP RM. 116 WITHIN SHADED AREA AROUND HOOD UP � r I DUST COLLECTOR MOTOR TO 10' -0 ". PROVIDE NEW ELECTRICAL RATED FOR CLASS 1, DIVISION � I r, 1 �-, 2 HAZARDOUS LOCATION. PROVIDE NEW WIRE AND CONDUIT AS ( r - � � ~' oitij n 1 - .. • L1 I T n nl NECESSARY WITH CONDUIT SEALS LOCATED ABOVE 10' -O ". FA I �I1L. J HAI I ; � _ A ; ��© � � LECTOR O7 REMOVE ALL EXISTING ELECTRICAL EQUIPMENT AND CONDUIT IN rit,. I ® ALTERED PAINT RM. 115 WITHIN SHADED ARE AROUND BENCH SPRAY Pfl° • i' ?• I arm I jl , - 1 BOOTH UP TO 10' -0 ". PROVIDE NEW ELECTRICAL RATED FOR CLASS / , 1 DIVISION 2 HAZARDOUS LOCATION. PROVIDE NEW WIRE AND 1 11 - `� T l - - -- - - ' -- 1 9 I I _ y CONDUIT AS NECESSARY WITH CONDUIT SEALS LOCATED ABOVE 10'- _ _ _ _ 0". REPLACE LIGHT SWITCH AT MAN -DOOR WITH 2OA, 1 -POLE NEMA �r \ 1_11- .____..._. ® •. 7 SWITCH. _ O P4 - C10 -1 I 1111 © $ pr- 37,39,41 _L I DUST CCOLLECTOR RECEIVED CITY OF TUKWILA STARTER VUILp. 4 , 0 POWER PLAN - 480V/3P/60A NEMA 9 APR 2 2 7002 --'� I SCALE: 1/16" = 1' -0" PERMIT CENTER NORTH - , . 1 DUST COLLECTION ROOM 112 DETAIL - : x 4 E3.0 SCALE: 1/4" = 1' -O" „ , "- T 1 . /h ` q< <. 4 iii, DESIGNED: PROJECT MANAGER: SCALE: `D t 1" 7�' a 1h8"= 1' -0" 't',� r M ETRO TRANSIT DIVISION DATE: t• r �' FSH ' 04110/2002 ING N0: 17928 BOTHELL EVERETT HWY SE, SUITE H APPROVED: - SOUTH BASE FACILITIES BOTHELL, WASHINGTON 98012 I DRAWN: ONE INCH AT ( 425) 481 - 7735 FAX ( 425) 481 - 7892 a + MDW LDB FULL SIZE BUS SHELTER REFURBISHMENT PROCESS FACILITIES UPGRADE CONTACT: FRANK STARK 1&,05:;,. , ' CHECKED: IBIS NO. — I`~I POWER 0 A � D RAW JOB NUMBER: 013070 �'� IF NOT ONE INCH, bNN. WORK REQUEST& SCALE ACCORDINGLY PLAN No. REVISION BY APP'D DATE RECOMMENDED: CONTRACT NO: SITE LOCATION NO: King County PL/11Y E3.0 EXPIRES: 6 24/02 Department of SHEET NO: OF Transportation 21 23 ' I I i I• I 1 I I 1 , . . .. I , I i . t l, 1, . 1 .. { 1 1 1 I t ', i, , _, I I ! , • I { • , I i 0 Inch 1/16 1 2 3 4 5 6 u t, - .Y1r r. rmo '' T • IIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIUIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�IIIII�IIIIIIIIIIIIIIIIIIIII I III III IIIII1 • r _ - r ( 11) ( 1®) ( ) J.. . u LJ f : :______ -- -- ' � 1 I ©\ MAKEUP AIR • IT A iD d 5 HP '- `- 480V 3� - •D I Mrop �. =t373 . I V 9 . � / ir 0 P2 -C10 30 116 � — ;, n ' S n SMALL RTS la[� II I`-' n 7 PAINT SP 1.... nn I P2- D10 -30 I [�A [_ I` t) 0 O O _ _.__�. _. _ I �: BO O TH REMOVE & REPLACE (E2F) TO AC COMODATE NEW — - CE LING. COORDINATE PAINT SPRAY WI 1�H ARCHITECT. DRY BOOTH - FIELD VERIFY POWER ING REQUIREMENTS - ••- - O PN IN FAN BOOTH MIXING REUSE Q 0 :,! 2 HP _ — EXISTING �_ � I — - �isuv /30 ._._.__.._.___..___ CIRCUIT • I - D © 0 — — P4 A-- 1--- 3z;34,3G - _ _-- _ — -- T V o DRYING FURNACE _ • • • Iv (...._....._ ^I ..._.__ I P 4— D10 - 1- 32,34,36 E; I� I , / , MIN - / ^ � , _ •. P4- D10 -1- 38,40,42 i o nn ( P F 7.\ \ . ii __ —- __— _ I _ I — E — — 2 ALTERED PAINT SHOP 116 CALTERED PAINT ROOM 115 E 3.1 /SCALE: 1/4" = 1 -0 SCALE: 1/4" = 1' -0" CITY ECEIVED OF Tl KWILA 0 APR 2 2 2002 - 0---? 0 PERMIT CENTER ® ® ® RISER NOTES NOTES THIS SHEET: © 0 ADD CLASS II, DIV. 2 FIRE DETECTOR IN RM 112. 0 MOTORIZED DAMPERS. ~ COORDINATE EXACT LOCATIONS i - 04 CONNECT NEW PAINT SPRAY I WITH MECHANICAL CONTRACTOR DRYING BOOTH TO EXISTING FA AND CONNECT TO P2- C10 -29. PAINT SPRAY SMALL PARTS POINT. CONNECT NEW PAINT SPRAY BOOTH TO SPARE FA O EF -1 1 /2HP 480V/30 LOCATED DRYING SPRAY BOOTH POINT. OF ROOF. CONTRACTOR SHALL BOOTH RM 116 RM 115 PROVIDE DISCONNECT AND (EXIST) ,.___- .___...•___•..• O TAMPER SWITCH AT PAINT WP /GFI RECEPTACLE. USE FRCP <> SPRAY DRYING BOOTH. ,� P2- C10 -30 FOR RECEPTACLE. C)FIRE ALARM RISER DIAGRAM SCALE: NTS 1 ,4` 1 I �/� >l')0 ,'4 h, , - Q,� / .. F DESIGNED: PROJECT MANAGER: SCALE: • / ; ,,� D . � �� King County '�. �" METRO TRANSIT DIVISION DATE: ' NONE Y � om. FSH — "y;'� }���.�?•^• �' SOUTH BASE FACILITIES 0411011002 17928 L, WASHINGTON GTON T HWY SE, SUITE H 'fit:: DRAWN: APPROVED: ONE INCH AT `BU SHELTER REFURBISHMENT PROCESS FACILITIES UPGRADE BOTHELL, WASHINGTON 98012 �i1 Mpyy LD FULL SIZE @/ (425) 481 -7735 FAX (425) 481 -7692 / E1 ELECTRICAL DETAILS CONTACT: FRANK STARR CHECKED: lass N0: I" ' — '1 JOB NUMBER: 013070 a �loci: 'r FSH IF NOT ONE INCH, DRAWING N0: No. REVISION bNA1 RECOMMENDED: CONTRACT w N�o SCALE ACCORDINGLY SIO B Y APP D DATE E3.1 �ExPIRES: 6/24/02 I SITE LOCATION N0: Department of SHEET N0: OF Transportation 22 23 • • I, I I I I I I I I I • �. i _, 1 _, 1 I.I 1 i 1 ,. • I , I 0 Inch 1/16 1 I 2 ' 3 I 4 5 6 VT `'e ..,WTr.rrervr7r. . + , l 0 1 IIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIM IIII !IIIIIIIIIIIIII�IIIIIIIII IIIIIIIII�IIIIIIIII1IIIIIIIII1III11iIIIIIiIIIIIIIIIIIIIIIIIIIIIIIILIIIIIIIIIIII1 , J , LOAD SUMMARY MD4 -1 (SERVICE ENTRANCE PANEL) L 0 A D ANALYSIS -- FOR SINGLE BUS P2 -C10 PANELBOARD P2 -010 800 MCA, 480/277 3PHASE, 4WIRE NEC CONN NEC CALC NEC CALC. LOAD KW KW AMPS 208/120 VOLT / 3 PHASE / 4 WIRE 225 AMP MLO MOUNTING: SURFACE SERVICE VOLTAGE : 208/ 120 3 PHASE 4 WIRE 1 SECTION: SINGLE LUGS UGHTED AREAS SERVED: NONE AS A PRIMARY FUNCTION ( EXISTING PANEL LOADS 457.0 LOAD VA SERVES WIRE C.B. CKT PH CKT C.B. WIRE SERVES LOAD VA (2) EXISTING MCC LOAD 549.9 PHASE NEUT REMARKS ON NEC COMPUTATION 20 I 1 • 720 RECP SERVED CONN NEC PHAS 2 20/3 POWER DOOR 136G 3348 83.0 100.0 (KVA) (KvA) (AMPS) (AMPS) 720 RECP 20/1 3 • 4 - -- ---- , -__ - - --- LIGHTING 720 RECP' 20 /1 5 • 6 -- - - -- _. 0 0 0 0 NO LIGHTING LOAD 11.0 RE :CP 2D/1 7 8 20'J POWER DOOR 137B 3: ,, 8 NEW LOADS FROM EXIST. PANELS: RECEPTACLES 5 5 14 14 QUANITY= 28 AT 180 VA PER 720 RECP 20/1 9 • 10 •••- _. _. _._ _............. _ __.. _ _ __. _ .._._.... INDOOR LIGHTING - - APPLIED NEC 1BL 220 -13 FOR QUAN 20/1 11 • 12 SPARE - EL ECTRIC HEAT 720 RECP 20/1 13 • 14 20/3 POWER DOOR 1448, 1458 3.348 1 1 4 4 100X CONNECTED - NEC 220 -15 RECEPTACLES /20 RECP _ 20/1 15 • 16 ELECTRIC HEAT - - AC REFRIGERATION 0 0 0 0 NO AC LOADS 30 SAWDUST COLLECTOR 20,/2 17 • 18 .._ . ..._..._ ___ ....... ......._....___.........._._.__ MOTORS 14.4 18.3 220 _.. ... ........._...._....___...._._._ 19 • 20 20/I UHit HEATER f6C MISC MOTORS 16 17 48 1 100% CONN + LGST -NEC 430 -24 _ 300 SANDER 20/2 21 • 22 20/I • UNIT HEATER 360 MISC. NONCONTINUOUS 3.1 3.9 4.7 MISC NONCONTIN 6 6 18 4 100X CONNECTED - NEC 220 -10 (b) - --- - - - - -- - -- 23 • 24 20 /I UNIT HEATER 360 TOTAL CALCULATED LOAD: 22.2 676.6 TOTAL 29 30 83 23 240 DAY TANK PUMP _20/1 25 • 26 30/2 '??? 4900 360 WASTE OIL HEATER - 20/I 27 • 28 ' __ _ NOTES: SERVICE CAPACITY 225 225 SPARE 20/1 29 • 30 20/1 _ PAINT BTH CONTR&LTG 1500 1. FROM PANEL SCHEDULE CONNECTED LOAD DATA. TOTAL SPARE CAPACITY 142 202 SERVICE CAPACITY lees NEC LOAD NOTE: LIGHT =EXISTING; BOLD =NEW 2. FROM MCC FEEDER BREAKER RATING (100A). L 0 A D A N A L Y S I S -- FOR SINGLE BUS P2 -D10 PANELBOARD P2 -D10 208 /120 VOLT / 3 PHASE / 4 WIRE 100 AMP MLO MOUNTING: SURFACE SERVICE VOLTAGE : 208/ 120 3 PHASE 4 WIRE 1 SECTION: SINGLE LUGS LIGHTED AREAS SERVED: NONE AS A PRIMARY FUNCTION LOAD VA SERVES WIRE C.B. CKT PH CKT C.B. WIRE SERVES LOAD VA SERVED CONN NEC PHASE NEUT REMARKS ON NEC COMPUTATION 1080 RECEPTACLES 20/1 1 • 2 20/3 POWER 000R 1340 3350 (KVA) (KVA) (AMPS) (AMPS) 1080 RECEPTACLES 20/1 3 • 4 1080 RECEPTACLES 20/I 5 • 6 UGHTING 0 0 1 1 NO SOFT LOAD - 125X CONNECTED 360 UNIT HEATER 20/1 7 • 8 20/3 POWER. DOOR 1358 3350 FROM NEC 220 -10 (b) 360 UNIT HEATER 20,/I 9 • 10 RECEPTACLES 3 3 9 9 QUANITY= 18 AT 180 VA PER 700 SUMP PUMP OP - 20/I 11 • 12 _... APPLIED NEC TBL 220 - FOR QUAN 1200 PIPE THREADER 20/I 13 • 14 20/1 WATER COOLER 375 4575 HORIZONTAL HACK SAW 20/2 15 • 16 20/I WATER COOLER 375 ELECTRIC HEAT 1 1 2 2 100X CONNECTED - NEC 220 - 15 17 • 18 20 /I DRY ROD OVEN 375 AC REFRIGERATION 0 0 0 0 NO AC LOADS 360 LIGHTS (AHU - 2) 20/I 19 • 20 20/2 SKIL BAND SAW 1250 MISC MOTORS 23 24 67 6 100% CONN + LGST -NEC 430 -24 4800 WELDER RECEPTACLE 50/1 21 • 22 ___ ____ - - -__ 360 WELDER 20/I 23 • 24 15/3 1}YDRrLIC PRESS 3500 MISC NONCONTIN 7 7 19 19 100X CONNECTED - NEC 220 -10 (b) 5000 JET DRILL PRESS 20/3 25 • 26 _ - -_ - -__ - - -_- TOTAL 34 35 98 37 - -- - -- - 27 • 28 -- -- - - - - -- - - -- - - -- _ 29 • 30 20/1 EF2 & NIX BTH LTG 600 SERVICE CAPACITY 100 100 NOTE: LIGHT = EXISTING; BOLD = NEW TOTAL SPARE CAPACITY 2 63 SERVICE CAPACITY less NEC LOAD R E C F_ I V E D CITY OF TUKW ILE+, L O A D A PANELBOARD P4 -D10 -2 APR 22 7002 L o a D ANALYSIS -- FOR SINGLE BUS P4 -D10 -1 PANELBOARD P4 -D10 -1 480/277 VOLT / 3 PHASE / 4 WIRE 225 AMP MLO MOUNTING: SURFACE 480/277 VOLT / 3 PHASE / 4 WIRE 225 AMP MLO PERMIT CENTN IEITING: SURFACE SERVICE VOLTAGE : 208/ 120 3 PHASE 4 WIRE 1 SECTION: SINGLE LUGS SERVICE VOLTAGE : 208/ 120 3 PHASE 4 WIRE 1 SECTION: SINGLE LUGS LIGHTED AREAS SERVED: NONE AS A PRIMARY FUNCTION LOAD VA SERVES WIRE C.B. CKT PH CKT C.B. WIRE SERVES LOAD VA UGHTED AREAS SERVED: NONE AS A PRIMARY FUNCTION LOAD VA SERVES WIRE C.B. CKT PH CKT C.B. WIRE SERVES LOAD VA SERVED CONN NEC PHASE NEUT REMARKS ON NEC COMPUTATION 14 95 00 ALL 6ANDSAW 20/3 1 • 2 60/3 WELDING RECEPTACLES 27425 CONN NEC PHASE NEUT REMARKS ON NEC COMPUTATION 27425 WELDING RECEPTACLES 60/3 1 • 2 60%3 WELDING RECEPTACLES 27425 UGHTING (KVA) (KVA) (AMPS) (AMPS) _ _.___.____.__.._ ____ ___ 3 • 4 -. -- -_ -•- _. __.__.___._.__._....__.___. -- -• SERVED (KVA) (KVA) (AMPS) (AMPS) 3 • 4 0 0 0 0 NO UGHTING LOAD - -- - - -- -- 5 • 6 - -- -- - 6300 IRON WORKER 20/3 7 • 8 60/3 WELDING RECEPTACLES 27425 UGHTING 0 0 0 0 NO UGH11NG LOAD RECEPTACLES 0 0 0 0 QUANITY- 0 AT 180 VA PER - 9 • 2 7425 WELDING RECEPTACLES 60/3 7 • 8 20/3 SPARE �-- --, RECEPTACLES 0 0 0 0 QUANITY= 0 AT 180 VA PER 9 • - -._ _._... APPLIED NEC TBL 220 -13 FOR QUAN �- - - -- _.----- ..____.__.__ ___._ _._- 11 • 12 - - - -- .-- _- ._. - -_ -• APPLIED NEC T - -- - __._._--- _- •- .-- _ -.__. 11 12 269 PEDESTAL GRINDER 20/3 13 • 14 20/3 BRIDGE CRANE 6300 BL 220 - FOR QUAN 11950 DRILL PRESS 205 13 • 14 20/3 DELL SANDER 11950 ELECTRIC H E A T 0 0 0 0 1002 CONNECTED -NEC 220 -15 ____ ___ 15 • 16 _,._ ELECTRIC HEAT 0 0 0 0 100X CONNECTED -NEC 220 -15 15 • 16 -- - - -_ AC REFRIGERATION 0 0 0 0 NO AC LOADS --' - --- - -- 17 • 18 - -- - - -- -__ _ AC REFRIGERATION , 0 0 0 NO AC LOADS - - - -- 17 • 18 - MISC MOTORS 57 64 77 0 100% CONN + LGST -NEC 430 -24 60/3 19 • 20 20/3 SPARE - - - -- 40000 WELDING RECEPT --' Y1 • 42 ___ -___ __ MISC MOTORS 79 86 104 0 100% CONN +LOST -NEC 430 -24 SPARE 30/3 19 • 20 20.3 _ SLIDING DUCT. 136A 3500 - --- --- 23 • 24 - -- - - -- ___ MISC NONCONTIN 120 120 144 0 100X CONNECTED - NEC 220 -10 (b) - -' - - - - -- - 21 • 22 -- -- - - -• - -_ 4200 MONORAIL CRANE 20 3 25 • MISC NONCONTIN 82 82 99 0 100% CONNECTED -NEC 220 -10 (b) --- 26 50 3 A - - 23 • 24 TOTAL 177 184 222 0 HU L. CRANE. 20/3 25 • 2 2 0/3 RADIAL ARM DRILL 27400 - -- 27 • 28 - -- - - -- ___ TOTAL 162 169 203 0 = 7 - -- - 27 • 28 -- - _ _ - -- - SERVICE CAPACITY 225 225 --- - - - -- - -- 29 • 30 - -- - - -- - - -- SERVICE CAPACITY 225 225 - -- - -- -- 29 • 30 SPACE 31 • 32 20/3 RADIAL ARM SAW 6300 1580 DRILL PRESS RM 114 20/3 31 • 32 20/3 MIX BOOTH&PARTS FANS 6325 TOTAL SPARE CAPACITY 3 225 SERVICE CAPACITY less NEC LOAD SPACE 33 • 34 - -- TOTAL SPARE CAPACITY 22 225 SERVICE CAPACITY less NEC LOAD SPACE 35 • 36 - -- ---- - - -- - -- - - - -- - -- 33 • 34 - -- - - -- SPACE 37 • 36 SPACE - -- - - -- 35 • 36 _ -- SPACE 6315 AIR MAKEUP UNIT RM115 20/3 37 • 38 20/3 DRYING FURNACE 2160 39 • 40 SP ACE - -- - - - -- - -- 3 9 • 40 - -- - - -- SPACE 41 • 42 _ SPACE - -- NOTE: UGHT = EXISTING; BOLD = NEW • -(�- - - -- - -- 41 • 42 - -- - - -- - -- N.OLg EXISTING; BOLD = NEW J DESIGNED: PROJECT MANAGER; SCALE: , .. DATE: - YD =. FSH NONE ' 17 4 , METRO TRANSIT DIVISION 17928 BOTHELL EVERETT HWY SE SUITE H C ,. `, '`� ` V/ r, .1 � DRAWN: AP r '47%. , ► f4 HaThRRffRMTPROC i ACILrnESUPGRADE 8/ �. ! '- F U LL ZE r +1 `; BOTHE ( 8 MDW LDB 4 , L $,, � CONTACT: FRANK STARK t •� CHECKED: 1915 No: r f I. `��.�. 1 s's' <S PANEL SCHEDULES JOB NUMBER: 013070 ;' +�a ' IF NOT ONE INCH, '' Y11.V.'e . 7 DRAWING N0: A7WALE � ' FSH REauesT, --- SCALE ACCORDINGLY King County 5 AND E4.0 , WORK No. REVISIDN BY APP'D DATE RECOMMENDED: CONTRACT NO: SITE LOCATION NO: I EXPIRES: 6/24/02 I T Transportation t of CALCULATIONS SHEET N0: 23 OF 23 Trn na ortotion ! I , , , , 1 .. 1 .. - iii .1 i , I i i ; t , I I I i.' I V III. i.. I I ! 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