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HomeMy WebLinkAboutPermit D01-365 - QUIK PARK - ENTRY CANOPY• DO1-365 Quik Park Entry Canopy 610 S 158 St J U; .00'. NO; N W, W • -�f 'co W O,. a Z• O' • . .ZI—; W uJ. • -0 uit :0 'W H V', • Z< U� O ~` • Z City of'iukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2223049017 Address: 3610 S 158 ST TUKW Suite No: Tenant: Name: QUIK PARK - ENTRY CANOPY Address: 3610 5 158 ST, TUKWILA WA Owner: Name: STERLING RECREATION Address: PO BOX 91723, BELLEVUE WA Contact Person: Name: MICHAEL AIPPERSBACH Address: P.O. BOX 95429, SEATTLE, WA Contractor: Name: G L Y CONSTRUCTION INC Address: PO BOX 6728, BELLEVUE, WA Contractor License No: GLYCOI *01809 Public Works Activities: Storm Drainage: Y Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: doc: Devperm DEVELOPMENT PERMIT DESCRIPTION OF WORK: CONSTRUCTION OF AN ENTRY CANOPY ADJACENT TO A SMALL (1,120 SF) OFFICE BUILDING. PW - INSPECTION OF DOWNSPOUTS. Value of Construction: $36,260.00 Fees Collected: $875.04 Type of Fire Protection: N/A Uniform Building Code Edition: 1997 Type of Construction: V -N Occupancy per UBC: 22 Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Private: ** Continued Next Page ** D01 -365 Permit Number: D01 -365 Issue Date: 12/21/2001 Permit Expires On: 06/19/2002 Phone: Phone: 206 523 -3764 Phone: Expiration Date: 09/30/2002 Public: Printed: 12 -21 -2001 Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Print Name: lC{A *-(PP s l This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: Devperm City of Tukwila D01 -365 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Date: Date: /2 I Printed: 12 -21 -2001 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2223049017 Address: 3610 S 158 ST TUKW Suite No: Tenant: QUIK PARK - ENTRY CANOPY PERMIT CONDITIONS Permit Number: D01 -365 Status: ISSUED Applied Date: 11/13/2001 Issue Date: 12/21/2001 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (248- 6630). 4: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 5: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 6: When special inspection is required either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 7: The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 8: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 9: 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). 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 12: ** *PUBLIC WORKS DEPARTMENT * ** 13: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 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. doc: Conditions D01 -365 If Printed: 12 -21 -2001 Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 &dad O fY MI frIPPEgIBIWI D01 -365 Date: Printed: 12 -21 -2001 Project Name/Tenant: V 16K- DPP •F N 7 C'of r C a Value of Construction: „l °L) Site Site Address: City State /Zip: Will there be a change of use? 1;51 yes ❑ no Tax Parcel Number: 3, to _ 5 r j 6 - 0 iv 5 . 7 Property Owner: .. 1 f ,, `& t-r,f ogoA v.� I `t Area of Construction: I I 400 ErP Phone: ( 25 ) \ ^ 7 ^ 8 1 ob ` C42s) Street Address: (pm- 100 Au& 1 ) 34[ vti it tal�e/ �ip: F ax # : 4% b6 i Contractor: r 6E - Phone: _ .s C4 Si .-�� 77 Street Add s: / I C - III l e ) i u' If Fax #: ¢53 - os _t w 1 Architect: /'�I j (�0 Alirc.)&f.ej 1 k q Phone: / �t 4 / 4 _3 �`'� lO`L� Street Add Tty Sta t / ip: c: � A r keel t 61 ve � 6 Fax #: L426 1a�3'41e6-7 Engineer. 'r► �-v1vt l,I4 QeV'S' Phone: � a7-- 5G% Street Ad r- Cit tale /Zip: Fax #: E. m Contact Person; l al 04 A-jrfa- 1 cW-. 1 J Phone6 ) ,s 24 • -1 i+ o/y�r.� r Street Address O. P'0\/6 n . , v'; `' 1 it S 1 Fax #: ( ) . ^ D 3. Description of work to be done: rty l.__ irt,(4,:im, 'n4/10{,\ C I, 1 )G ..4.43041 C a (� v ��, \1 �J Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University q Other /AcAt l7 Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University SI Other CAH0PT Will there be a change of use? 1;51 yes ❑ no If yes, extent of change: / , I Vc�G� ‘17) �/1 (o't Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm none ❑ other (specify) Building Square Feet: existing 1 I t`d new Area of Construction: I I 400 ErP Will there be storage of flammable /combustible hazardous material in the building? Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating ❑ yes no quantities & Material S afety Data Sheets i.r►► T yr iun.. Permit Center 6300 Southcenter Blv .. , suite 100, Tukwila, WA 98188 (206) 431 -3670 Permit Number: U'C 1 3 4 New Commercial / Addition / Multi - Family Permit 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. ❑ Channelization /Striping ❑ Flood Control Zone ❑ Hauling ❑ Moving an Oversized Load: Start Time: ❑ Sanitary Side Sewer #: fg-Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s): ❑ Water Meter /Permanent # Size(s): Date application accepted: NCPERMIT.DOC 1/29/97 APPLICANT. REQUEST FOR PUBLIC. WORKSSITE/CIVIL PLAN REVIEW OF THEFOLLOWING: (Additional reviews may be determined.by the Public. Works Department) ❑ Curb cut/Access /Sidewalk ❑ pre Loop /Hydrant (main to vault) #: c- LanTA�t� ng t Cu4 0 / cubic yds. End Time: ❑ Sewer Main Extension 0 Private 0 Public ❑ Water Main Extension 0 Private 0 Public 0 Deduct 0 Water Only P umber: Size(s): 0 Fill cubic yds. ❑ Water Meter Temp # Size(s): Est. quantity: 'gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application expires: - -3 ivy Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM Receipt No.: R010001578 Initials: SKS User ID: 1165 TRANSACTION LIST: ACCOUNT ITEM LIST: doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: STERLING REALTY ORGANIZATION Current Pmts Amount BUILDING - NONRES INSP FEE -.STORM DRAIN PLAN CHECK - NONRES PLAN CHECK - UTILITY STATE BUILDING SURCHARGE RECEIPT Type Method Description 000/322.100 412/342.400 000/345.830 000/345.830 000/386.904 Parcel No.: 2223049017 Permit Number: D01 -365 Address: 3610 S 158 ST TUKW Status: APPROVED Suite No: Applied Date: 11/13/2001 Applicant: QUIK PARK - ENTRY CANOPY Issue Date: Payment Amount: 541.95 Payment Check 278942 541.95 Description Account Code Payment Date: 12/21/2001 11:40 AM Balance: $0.00 466.50 15.00 45.95 10.00 4.50 Total: 541.95 1963 12/21 9716 TOTAL 541.95 Printed: 12 -21 -2001 A,4 * * * * * *. ** * A'A'A *AA ********** * * * * * * *A• * * * * * * * *** **A * *A' * * * A A ITY OF TI D WILA, WA r • TRANSMIT i,l. * *** **,IrA) *A *k* *, *4 *.. *A* * * ** * * *: * * * ** * * *A• * *: * * ** *kor* * * * *A • TRANSMIT Number R0101450,Amount 333.09 11/13/01'10 :27 Payment Method: CHECK Notation: SRO In i t: SKS Permit No D01 -36 Type DEVPERM, DEVELOPMENT PERMIT Parcel No: 222304 -9027. Site. Address 3610•$ 158. ST Total Fees: 733.39 Thi Payment' 333:09.. Total ALL Pmts:: 333.09 Balance: 400.30 ***Ak *A A *: *A *A * * * * * *�4 *A * *. **k*,* A******A•*** * *>A• * ** * * * **ik ** * *: A ccoun t .Code . Description Amount 000/345.830 PLAN CHECK - NONRES 333.09 .4. 0; 0 N 0 W= J H w0 ' g W 1-0 z 2 U 0 = '0 - w uj U '. i1.i z ; 0 z Pr ect: it II (`' a. - (� bt opy Type of Inspection: 1'" fi( A dress: t� l a 5 �s� ...5,_ Date Called: /0 Special Instructions: Date Waned: � a.m. p.m. Requester: Phone No L ,l.s = 3 c(s -- WE67 rr�/ s5�,:: aa� +fzi�t "r�sc6�f;�l�iic'r�k °4.� vz�ial`etTfi�:4o INSPECTION RECOF' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7t; $47.00 REINSPECTION FE tEQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: v n , . . Q ikl4C • W Type of Inspection: c 0 ik 4 Addrpss; ____ , ,---L, 4 3 WO kY / S ain Date called: PI Vo2, Special instructions: C-Ct.e1"-apl Date wanted: a.m. t , ( I p.m. Requester: , tufp.a4 Phon „ „ 4,•ttk if? •414:4mur,...o. ' ' • . 5 • • - ;••.1 - : , \ ,- .;,7 7, ` 4 • 77- 7 77- 17 7; 7 tt 7 77.•7 77 7 77 t:'•. • ' • '1 , ' • ;;;.: ' • . . . , INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING .DIVISION e T. 6300 Southcenter Blvd, #100, Tukwila, WA 98188 f 3G,5 PERMIT NO. (206)431-3670 Approved per applicable codes. 0 Corrections required prior to approval. (,) COMMENTS: jdhp (2„ 0-42-1, Inspector: Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reins ection. Receipt No: p Date: • , , , ..„ • • , s • • Ui _1 0 O 0 . . 0 U) W LIJ _1 I— • u_ L 0 u_ < CO a 1— Z Z 1— LU 1— uj • 0 w O — CI LLJ o o - r- o Project / ;. e K �G4K - Cii • +Yio7/ of Inspection: • •--'4 ! /C(.IC% ./( e G<c; f g Address: ' ti '6 /2 & " - - sT Date Called: / 6 - c2 Z Special Instructions: f'. Date Wanted: a.m. Requester: Phone No: (-yes ) s% - gv/v7 INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. Corrections required prior to approval. COMMENTS rzrz ctor: Rec-ipt No.: 7.00 REINSPECTION I E REQUIRED. p. id at 1300 Southcenter lvd., Suite 10 (206)431 -3670 - 1 ./t -e( Date Q , ,_ a3 -o 2 r - for to inspection, fee must be . Call to schedule reinspection. Date: '.4 `: rig > "i'rrrr'js ^::k�:i.`..`� "b•Y:} af,: a k\ Wi c`� r 4, ` ''.ttir�t„i , °a?kdr %'r 4 i:flArz pi;:444itAktt • ', :'.t: 4 i l �s!L:h. ` i.:ti.�:ic;�,' e Pr �. , (/10 /!\ c lr k I�Ifc 1.at i/ / Type p ) ¢�on nSli (i / C l OY Address: / Date 3� 3 /g .5i Call 1/a4 Special Instructions: Date Wanted �„ a Reques h ti WY) Phone Npa c 3C 7 IN PECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Inspect INSPECTION RECO Retain a copy with permit Approved per applicable codes. 0 Corrections required prior to approval. AcgrA cc i • , i � * COMMENTS: A_ , ,ar r i: 1(47) A r� 'a m ate: P 2 ti $47.0 a REINSPECTION FE REQUIRED. Prior inspection, fee must be paid •t t300 Southcent Blvd., Suite 100. Ca to schedule reinspection. R ce•. No.: Date: ( 06)431 -3670 i�. •mi14.1.4Afith, Project: ` Type of Inspection: lig k I 1 Y F--. rY?r 1 (1 oil to `')l] /fir Sp i6illifttructioos: -2 ( Date Wantelt . Reques . , ja Phone Vo /1 it coy! / i `, r '-1 i _- . / , / . --, INSPECTI INSPECTION RECORQ Retain a copy with perm4r CITY OF TUKWILA BUILDING DIVISIO •6300 Southcenter Blvd., #100, Tukwila, WA 98188 )431 - 3670 -- 1:3- pproved per applicable codes. E1 Corrections required prior to apprn COMMENTS: A CI tOL.k.L.A.. a Ins • ctor: Date: .00 REINSPECTION d at $300 Southcent pt No.: v EE REQUIRED. Prior o inspection, fee must be I to schedule reinspection. r Blvd., Suite 100. Cad Date: i�} d'l tiiSl ".AeaYr�.v "n'a fi.W4 r Z cc 6 J U U O N 0 Co ILI J t. W O II U O N W W I- 9 - 7 O w z . U N F.: z Project: WU \ (.� ROA._ Type of Inspection: r. P4) i Address: 'So 1U S 1S SA. Date Called: 6 - )-G -02 Special Instructions: Date Wanted: a r Requester: Phone No: INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PE; IT NO. �/ 4 (206)431 -3670 pproved per applicable codes. Corrections required prior to approval. COMMENTS: r Q-Pc' t \l e rlvv‘ \ Y (Ov1C Y-f' $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at t300 Southcenter Blvd., Suite .100. Call to schedule reinspection. Receipt No.: Date: a virw F.��o..n.t:.k nx4.' i;`: t: 7t. fiiix,@ 4.,;. s4,`•'r�.1Ap.:�+.'ktrti'(4"r,$+� P ect: (4 Type of Inspection: nR P � 1 S T O P/ Ad ess: '(lo is tA s' - Date Called: C3 / )i (0 z Speci nstructions: Date Wanted: � Z ( i'D? C ` a.m. p.m• Requester: Phone No: COMMENTS: nsp ctor: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (r. oe to I ) SIA Dat bO 1- 3 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. TO - CA . t u oca _ = a c' n W -�1- ate_ 47.00 REINSPECTION EE REQUIRED rior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 1 O. Call to schedule reinspection. Receipt No.: Date: SI ,45y fis : t:lalu ;au; "G:r �r ck n + :�i:3� 4 Rtf'�`LkEi� • ; i�' ii:; 3e:;: d� r #iscos��:tSula'�.��1' ".d z`3ii +ui6ws�i�r.4i P.co u ( U t I IL I �.( ! w ` �sspecti T)/tL�) on: 7) X61 i' 'i /-, Address: I 2 LO 15? n1 5 r Date' Called: g//ci/oz ,,- Special Instructions: Date Wanted: /JO /01 CLAY: p.m. Requester: Phone No: 1 c t (1 -C A._1? C —) L INSPECTION RECO Retain a cop' with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (- 3195 PE T NO� (2061431 -3670 Approved per applicable codes. ® Corrections required prior to approval. 7.00 REINSPECTION EE REQUIRED. Prior • inspection, fee must be aid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 411: U rN:Y ap•4L 41; C."2+.E,P:`,,'441. viitii�. sv:! YSY. ?.+ tTl��il i��.'Yi i�'o' L� +Y. wF' tiro . . 1 � s F ;I� P oject: d ress: K - f► i4 rLi T In pectin (:. X . S '�,e� � r c n . Address: �� 3 ►C; 158 5-1- gal i d: Dat e Special Instructions:. DateyYa �� a J{ 7 Requ tr l' lctu X Phone No: •.. I— I Ds - "i-ic -i_ lLl(e 7 INSPECTION RECD' Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., #100, Tukwila, WA 98188 (206)431 -3670 COMMENTS: t t� Li) hc. vt,u 7°ock Ako MtcSt c�.P Oln� S(410 r4».-- c S/1 Pc4-1' h! ' c c / , - . u c -4,A le1 £4u u a . * ov- 'N )tptA e Tda hS A 2-109 e4.61; , 1 Approved per applicable codes. rrections required prior to approval. Inspector: Date: A-13-0 a $47.00 REINSPECTION FEE REQUIRED. Prior to.inspection, fee must be paid att300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: '014t, • "iii • Project: OUi1 Pn V k F n i Cn vtlpl Ty of Inspection: O ? L, f- 01-�-s I Address: '3to I 0 S I Sf Date led IL / (), Special Instructions: Date e (^�j a :m I ` 'Qc m. - ): Requ e r ha uon Phone o: - 3c.1S._ L /LJ( -7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECO Retain a copy with permit (206)431 -3670 lEt Corrections required prior to approval. COMMENTS: 1C� ol l )CGt 1O "?P ✓' c p rf1 �J fit t C h (.d) H.. C ) 1 h l'Qr t, S1 rev C\ nrdVeC c)(0 rc)‘i1AP Pyc 1 lel f to r, .,'' w" et C) i CHr.:for P r 1 1 h ciA 1 f p r f 1 e ( �(v\ Ct if; 1 k-e(t kO P ` te r , 1ir, r S1Al (A4ionn i)- 00v.JC`11 _C yr rnvot a r\ t^I Old/ Vv S O Y Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 ;:e <rm is Y. a'mot ■ 'u:1614:443 .avi�;A:it oVi.v: y4'04.4 4r aria ?; .sata Project: Tyge of Inspection: . Z.,...t 7 Ad ress: /0 ..S /..5 ur.-7'• Date called: z / Special instructions: Date wanti: d j p, *fa Z. s a. (<00° •■ . ‘" Requ Plene: INSPECTION NO. El Approved per applicable codes. Inspector:< ',•,11i t t INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Date: (206)431-3670 Corrections required prior to approval. COMMENTS: \ pee, r n-PV f-. r\-Pro-1 Pr \n\f s" • 9 4 - 0 rr knev) tici e-- V\ c k recr4. cpec $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: ' • , . 0:3k1A tt;AN, • Proje �.�; �� ' ci k T of,lr pectin `5 h ectVink Ai Address: :V010 S Icc S-f- Date called:. - 1fto Special instructions: Date wanted:.Y a:ni.- . Requester: Phone: yi:i3:t:csa:$c INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Corrections f'equired prior to approval. COMMENTS: Y)tn-c--k Inspectors VLQ 1f _/ Date: g __ Li El $47.00 REINSPECTION FEE REQUIRED. Prior to•inspection, fee must be paid. at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: :}i > '?��k ?. dt �.".:ed1.e; ?tFt i ,.2�d'ii.5",ik�'bK(3- :Mt�R ?r'%ti cin( i'+': ttJa3'�l4''L- 3rnaf,".iJira.i�d! Pro ct: iii/44 Q/f ((le 4 Ty e of Inspection: k rc rVe7P Address: , -?&KO 1- /cer . Date calle : —5- -- e2. ._.-� Special instructions: ∎ '"r , J Js .„ / Asp ( 74m 4,,,,e Date ante f *-� a.m. / © d` p.m. Requ r: Phr -) 44T- w 7 INSPECTION NO. CITY OF BUILDING DIVISION Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. 6300 Southcenter Blvd, #100, Tukwila, W,%- .981$8. „(206)431 -3670 Corrections required prior to approval. COMMENTS: A0 �1 v (1/the 0 REINSPECTION FEE RE • UIRED. Prior to i 00 Southcenter Blvd., Suite 100. Call to sche Rec= pt No: Date: t' .- 7 r) pection, fee must be paid le reinspection. Date: ;i:l:w r akikliK %�r�ti'u's�Y.'�ui�I:isY'�' (wi}a37TJ sil7tk > GCSarj'`w,'.v s?tt Ye `Ya r P roject: -' ' U4u /rc�4 6 0 ( Typ of Inspection: ,,�•UP - //t64(417 I ddress: Mk. .,'670.5, f\ Date called: er -- o.... Special instru 57—• Date anted: a.m • - '4 -OD p.m. R ester: N / a.5_)3's_ V 4 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit PERMIT NO. rj/ (206)431 -3670 orrections required prior to approval: • COMMENTS: (nspe tor: 47.00 REINSPECTION FEE REQUIRED. P,ior to inspection, fee must be paid. t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ceipt No: Date: .:;4i = !`;:lt�i;:q • <sv .��:L��afsi�.:vt,ri::y`i.s :+: 'sia: �;t!!�:rt� P�j / /� f tf'(/1 ect: /l , %t r /L• ` FYl7 /'r. t h t�. T {fie of Inspectii n: o ( P t //q, t/ Yxe Address: � � -3 o 5 /?' / / Date all () Specialst I /) 1 c CS S e e (a.. l ,y,, ec • on SI Dar d A � a. . Req � est � jr , at.A.) n J t' l Phorn()s_J, 34S^ ticka INSPECTION NO. . ri INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 PERMIT NO. (206)431 -3670 Approved per applicable codes. a Corrections required prior to approval. COMMENTS: Inspector. A C- } Date: 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedulereinspection. Receipt No: Dat e: t n , • , 1 4 �r ' � J.' � 'r. ''t' ^5;:1 t�.i.�St,`�t r • �>.'a �i 2r. ' .Y" 1!� .° r�:4.cn LXt.W�.H.�L•i:�I('.n�tS'���Jt 3...�: ..R.iY:•i. lr2ff•.'i!: ^.,:soY:.:.i i,+:�i: ✓; �'� h t ip :4 0tz4V & ode t• U7 pR - � kj n CGiil( Ty f Ins ection: /, oat• Na Address: 3 (en' S /S J S f Date ca d: -7 /Z'7O Special instructions: Date wa ed: a.m. 7 Z/' 02_, p.m. Reque tgr Phone. P — 3 Q io 7 pproved per applicable codes. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Date: . � tAtn. dAd - 7 - 2 to — c72 7.00 REINSPECTION E REQUIRED. Pri r to inspection, fee must be paid at 6300 Southcenter Blv ., Suite 100. Call to schedule reinspection. Receipt No: Date: ' r t.. ' :tP '•', ;;:..v:+ :.ice �:9:L1,:+Cr. tina::x "ttr»:ti 7v4.,k.,11:$44AJ�"K`tli.:4, Pr/A1 ct: —&-iYi Cotowt Type of Inspection: Address: 3 a0 . ' I Si YDaed t cal : 7f/C42int2—. _ . • i 1 if Date wanted: a.m. Special instructions: p c) �h ( . ,, 3 0 Requester P ne: �.��1 ‘, Lgl.0 7 INSPECTION NO. �{ r INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Inspe Date: 7 /0 7.00 REINSPECTION FEE R QUIRED. Prior to inspection, fee must be paid 100. Call to sch dule reinspection. a 6300 Southcenter Blvd., Suite ec pt No: Date: PERMIT NO. (206)431 -3670 ., :: i.'::. ut; �$: S. S}, a'•::, (rA:1if;:f,9wY- �Fi.)`".'.42:..4 roject: Type of Inspection Art.dt.A.d A dress: [ to S I ,a I t called: WI //0 z. Special instructions: PO IA /t/a.-'d.4.1 Date wanted: m� 7 / / g P.m. Requesters —. Age__ Pr f a c.3 y5,_ 41.44CO 7 to INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 0 I ci s //J) '7, PERMIT NO. (206)431 -3670 pproved per applicable codes. Corrections required prior to approval. COMMENTS: 4 00 REINSPECTION FEE RE IRED. Prior inspection, fee must be paid a t • 00 Southcenter Blvd., Suit 100. Call to sc edule reinspection. Rec jp No: Date: Zi•:,.1'tr..:r.•s:h•Sa w'. ^uiS, ds�+:;i 1 i. ,.a:::Si « � Ve L % 24,, Ea±,. <41:.a ,4!ff Sb.v- a i- !•� -0K:i Envelope Requirements (enter values as applicable) Fully heated /cooled space Minimum Insulation R- values Roofs Over Attic 3610 South 158th street 30.0 All Other Roofs Tukwila, FA 98188 Q yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying Q no assembly below. Opaque Walls 11.0 Below Grade Walls C Q PY 11.0 Floors Over Unconditioned Space FILE Slabs -on -Grade 10.0 Radiant Floors n _ .. nl.. (Project Description Maximum U- factors Opaque Doors id tion tI _ h i n 1 41tera ton G e o f Use are r . '' Vertical Glazing 0.900 Overhead Glazing Maximum SHGC (or SC) Vertical/Overhead Glazing [ 1.000 Project Info Project Address Quik Park Off-Airport Parking Facility Date 11/12/2001 3610 South 158th street For Building Department Use Tukwila, FA 98188 Q yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying Q no assembly below. Applicant Name: sterling Realty organization Applicant Address: PO Box 91723 Bellevue, to 98009 C Q PY Applicant Phone: (425) 455 -8151 FILE n _ .. nl.. (Project Description id tion tI _ h i n 1 41tera ton G e o f Use are r . '' New Buildin Additi Building ❑ Space Heat Type Q Electric resistance ® All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included In the Gross Exterior Wall Area if they are Insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 208.0 - • 1492.0 X 100 = 13.9% Concrete/Masonry Option Q yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying Q no assembly below. 1994 Washington State Nonresidential Energy Code Compliance Forms 1994 Washln ton State Nonresidential Ener• Code Corn • Hance Form Envelope Summar Climate Zon41101 ENV -SUM Compliance Option Prescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ ENVSTD ❑ Systems Analysis Semi- heated space* Minimum Insulation R- values Roofs Over Semi - Heated Spaces' 'Refer to Section 1310 for qualifications and requirements Notes: Opaque Concrete/Masonry Wall Requirements Insulation on interior - maximum U- factor is 0.19 Insulation on exterior or integral - maximum U- factor is 0.25 If project qualifies for Concrete /Masonry Option, list walls with HC ? 9.0 Btu/ft below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20 -5b in the Code. Wall Description (including insulation R -value & position) U- factor F CENED CITY OF TUKWILA Nov 1 2001 PERMIT CENTER June, 1995 "k idb t s ei z ma.tt'x; i3- VA' `'e`•° Concrete/Masonry Option* Wall Heat Capacity (HC) 'If the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Assembly Description Assy.Tag HC ** Area (sf) HC x Area Ate a % U U SHtC 0045%0.93 1.45 1.00 152 Y/e a75 1.40 1.00 233Y/0 060 1.30 065 3040% Q50 125 a45 00,2 YY0 0.40 Qt) 1.00 • All kialatiai Welled? B wgra ad devieil l3 ei4) R10 Rb 30 af attics' R� All othalods R21 Roastxerurmridv. R19 Rxt case R-10 Cpmpadoas UQ60 Gazirg Oitala MI? Gaarg IAst. 01 Ate a % U U SHtC 0045%0.93 1.45 1.00 152 Y/e a75 1.40 1.00 233Y/0 060 1.30 065 3040% Q50 125 a45 Al ktsla iai bi al kailicn In:Idled? C�egJeyl ills Rr19 Bio dewells eM) R10 ga Belosrgadewetls(dt r)R-19 Rdsaerattics R38 AI dherloofs R33 trri R33 Florio, .rm Mart RIO i 00.63 gap doss U0.63 Gazing Oitetia MM? Gazing Ott. 01 Area % U U S-1 00,2 YY0 0.40 Qt) 1.00 al kailicn In:Idled? C�egJeyl ills Rr19 Bio dewells eM) R10 ga Belosrgadewetls(dt r)R-19 Rdsaerattics R38 AI dherloofs R33 trri R33 Florio, .rm Mart RIO i 00.63 gap doss U0.63 Gazing Oitetia MM? Gazing Ott. 01 Area % U U S-1 00,2 YY0 0.40 Qt) 1.00 Envelope Summarback) Climate Zone. ENV -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories comprise a I space heating types: Other: All other space heating systems Including gas, solid fuel, oil, and propane space heating systems and those systems listed in the exception to electric resistance. (continued at right) 1994 Washin State Nonresidential Energy Code Compliance Form Al irialattiatiriAalled? (3aargO iaMat? Gazing (art 01 Area% U U SW Sabscngacb R10 00.15/0 090 1.45 1.00 1520% 075 1.40 1.00 2030% O:BO 1.30 Q65 3040% 0.50 1?5 045 ti lied? Nulls R19 wails Irt) 11019 B cwgradeweils(od) R 0 ath �R� All dhalocts Rao Roamer wand. Rao Fed R10 Cegedoas UQ60 Claim Oilaia Met? (hang WA. 01 Area% U U S-G 0020° /r. 040 0.83 1.00 ' All wellsR•19 nEulalicn tH rio June, 1995 Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system including baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds 1.0 W /ft of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. Totals a w &ighted HC: d lridelotai of'{ lC x area) by Total Area rt, r Section 2009. veimajlitMattanntgatemaefraeigntggefflg 1994 W hin ton State Nonresidential Ener Code Com .1'. ce Form Envelope UA Calcul : • ns Climate Zonel • ENV -UA 1994 Washington State Nonresidential Energy Code Compliance Fors Project Address Quik Park Off - Airport Space Heat Type Glazing Area as % gross exterior wall area Concrete/Masonry Option Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted is used, Target U- factors, SHGC and Glazing % will be different than shown below. 0.490 0.490 0.490 0.490 32.0 126.0 8.0 42.0 15.7 61.7 3.9 20.6 0 0 tY 6 0 d B 0 S. $ o o 6 d 0 .c 6 e2 • w a 0" 6 0) v g c o ° ° U C LL � C 0 E m o , in Building Component List components by assembly ID & page # U= U= U= U= U= U= U= U= U= U= U= Plan ID: #101 Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: #102 #103 #104 U= U= U= U= Plan ID: Plan ID: Plan ID: Plan ID: U= U= U= Plan ID: Plan ID: Plan ID: R= 30.0 R= R= Plan ID: Roof Plan ID: Plan ID: R= R= R= Plan ID: Plan ID: Plan ID: R =19.0 R= R= R= R= R= R= Plan ID: New Nall Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: **Note: sum of Target Areas here should equa R= R= R= R= Plan ID: Plan ID: Plan ID: Plan ID: R =10.0 R= R= R= Plan ID:New Plan ID: Plan ID: Plan ID: Parking racility 0 Electric resistance 0 All other 13. 9% Prop. 1 4 0.0% Max.Target 0 Yes Q No U- factor Proposed UA x Area (A) = UA (U x A) 0.037 1344.0 49.7 0.062 1284.0 I Target Opaque Wall Area (see back) 79.6 R= Plan ID: R= Plan ID: R= Plan ID: i Note: if insulated to levels required for opaque walls, list above with opaque walls 0.540 188.0 101.5 Totals! 3024.0 332.8 Date 11/12/2001 For Building Department Use areas on back (over). If Concrete /Masonry Option Refer to Table 13 -1 for correct values. Target UA U- factor x Area (A) = UA (U x A) 0.900 208.0 187.2 0.036 1344.0 48.4 1284.0 179.8 0.540 188.0 101.5 For CMU walls, indicate core insulation material. For compliance: 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Targe Total UA. Totals! 3024.0 516.9 tw June, 1995 Climate Z. � 1 ENV -SHGC 1994 Washington State Nonresidential Energy Code Compliance Forms Vertical Glazing List components by assembly ID & page # y tv r m U ID: #101 ID:14102 ID: 11103 ID: 0104 ID: ID: Proposed SHGC SHGC' x Area (A) = SHGC x A 1.000 1.000 1.000 1.000 32.0 126.0 8.0 42.0 32.0 126.0 8.0 42.0 208.0 208.0 Target SHGC SHGC x Area (A) = SHGC x A 1.000 208.0 208.0 'al lowed'> ................. .................. ................. .................. l.rii -cone. i 208.0 208.0 •Note: Manufacturer's SC may be used in lieu of SHGC. For compliance: Totals 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Overhead Glazing List components by assembly ID & page # ID: ID: ID: ID: ID: ID: Proposed SHGC SHGC* x Area (A) = SHGC x A i Target SHGC SHGC x Area (A) = SHGC x A *Note: Manufacturer's SC may be used in lieu of SHGC. For compliance: 1994 Washin ton State Nonresidential Ener• Code Com • !lance Form Totals 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed in Table 13 -1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area 596.8 I Roofs over Attics Other Roofs Walisl Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Max Glazing Area (Table 13 -1) I 1492.0 I X ( 40.0% ? i 10 0 596.8 Target 0G Area in Roofs over Attics 7 0 lesser 596.8 Other Roofs Max OG Remaining 596.8 I Proposed Opaque Area 1344.0 Proposed Opaque Area I 1284.0 I 7 7 Proposed 0 G Area Proposed VG Area I 208.0 I 7 Walls Maximum Target Glazing Area Target 0G Area in Other Roofs g lesser 596.8 Target OG Areal/ Target VG Area Totals Totals! Target VG Area = 17 Target Opaque Area is >:1 Target Opaque Area 208.0 Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Target values in shaded boxes are used in the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. June, 1995 Note: OG = overhead glazing VG = vertical glazing For Target OG's, the lesser values are used both here and below. I Target Areas OK I 106= IVG= 208.0 1OG= 1344.0 I 1284.0 Climate Z. � 1 ENV -SHGC 1994 Washington State Nonresidential Energy Code Compliance Forms Vertical Glazing List components by assembly ID & page # y tv r m U ID: #101 ID:14102 ID: 11103 ID: 0104 ID: ID: Proposed SHGC SHGC' x Area (A) = SHGC x A 1.000 1.000 1.000 1.000 32.0 126.0 8.0 42.0 32.0 126.0 8.0 42.0 208.0 208.0 Target SHGC SHGC x Area (A) = SHGC x A 1.000 208.0 208.0 'al lowed'> ................. .................. ................. .................. l.rii -cone. i 208.0 208.0 •Note: Manufacturer's SC may be used in lieu of SHGC. For compliance: Totals 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Overhead Glazing List components by assembly ID & page # ID: ID: ID: ID: ID: ID: Proposed SHGC SHGC* x Area (A) = SHGC x A i Target SHGC SHGC x Area (A) = SHGC x A *Note: Manufacturer's SC may be used in lieu of SHGC. For compliance: 1994 Washin ton State Nonresidential Ener• Code Com • !lance Form Totals 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed in Table 13 -1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area 596.8 I Roofs over Attics Other Roofs Walisl Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Max Glazing Area (Table 13 -1) I 1492.0 I X ( 40.0% ? i 10 0 596.8 Target 0G Area in Roofs over Attics 7 0 lesser 596.8 Other Roofs Max OG Remaining 596.8 I Proposed Opaque Area 1344.0 Proposed Opaque Area I 1284.0 I 7 7 Proposed 0 G Area Proposed VG Area I 208.0 I 7 Walls Maximum Target Glazing Area Target 0G Area in Other Roofs g lesser 596.8 Target OG Areal/ Target VG Area Totals Totals! Target VG Area = 17 Target Opaque Area is >:1 Target Opaque Area 208.0 Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Target values in shaded boxes are used in the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. June, 1995 Note: OG = overhead glazing VG = vertical glazing For Target OG's, the lesser values are used both here and below. I Target Areas OK I Building Permit Pla 1994 Washington Slate Energy Code Compliance Forms Checklist • ENV -CHK June, 1995 Project Address quik Park Off - Airport Parking Tactility 'Date 11/12/2001 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans 1 Building Department , Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed 1302 Space heat type: If "Other ", indicate on plans that electric resistance heat is not allowed 1310.2 Semi - heated spaces Semi- heated spaces identified on plans if allowed 1311 Insulation 1311.1 Insul. Installation Indicate densities and clearances 1311.2 Roof /ceiling Insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic Insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced balls 1311.3 Wall insulation Indicate R -value on wall sections; Indicate face stapling of faced baits; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab Insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low-e coatings, gas fillings 1312.2 SHGC s SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted calculations as necessary) 1313 Moisture control 1313.1 Vapor retarders Indicate vapor retarders on warm side 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate yap. retard. with sealed seams for non -wood struc. 1313.3 Wall vapor retarder Indicate vapor retarder on wall section 1313.4 Floor vapor retarder Indicate vapor retarder on floor section 1313.5 Crawl space vap. ret. Indicate six mil black polyethylene overlapped 12" on ground 1314 Air leakage 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping 1314.2 Glazing /door sealing Indicate weatherstripping 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing PRESCRIPTIVE /COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary If "no" is shown for any question, provide explanation: .., I I Ill' . u . .1 - . 11 1994 Washington Stale Energy Code Compliance Forms l• *I • - ► . 1 . - 1 - Building Permit Plate Checklist ENV -CHMC June, 1995 Envelope -General Requirements 1311 Insulation 1311.1 Installation Iaequinemerts: All insulation materials shall be installed according to the manufacture's instructions to achieve proper densities, maintain clearances, and maintd n uniform R~ values. To the maxamum extent possible, insul dim shall extend oLer the full component area to the intended R value 1311.2 Roof Ceiling Insulation Open-blown or paired kxose -fill insulation maybe used in attic spaces where the slope cf the ceding is not more than 3/12 and the is at least thirty inches of dea dstance from the top of the bottom chord of the truss a ceiling joist to the underside d the sheathing d the rod rid When eave vents ae 'stalled bdfling d the vent openings shall be provided so as to deflect the incaming air abase the surface of the insulation. Where lighting fixtures are recessed into a suspended a exposed gid ceding, the rod /ceiling assembly shah be insulated in a location other than directly on tie suspended eedirg. Exception Type IC rated recessed lighting fixtures. Where installed in wood framing, faced bait insuldbn shall be face stapled. 1311.3 Wall Insulation: Exterior well cavities isdated during framing shall be fully insulated to the levels d the surrounding welts. When instated in wood framing, faced bait insulation shall be face stapled. Above grade exterior insulation shat be protected. 1311.4 Fbor Insulation: Floor instation shat be instated in a permanent roamer in substantial eontad with the surface being insulated. I suldion supports shall be instilled so spacing is not more than twenty- four inches m certer. Instated insulation shall not dock tie airflow throughfourdalcn vents. 1311.5 SbbOnGrade Floor: Slab-on -grade insulator' installed inside the foundation well shat extend downward from the top of the slab a minimum distance of twenty -four inches a to the top d the footing, wti dhewa is less. Insulation iretaled outside the fourxlation shall extend dowrwad a ni ri mum of twenty-four inches or to the f rostline, wtic'eve is glister. Above grade insulation shall be protected. Exception: For mondithic slabs, the insulation shalt Weld downward from the bpd the slab to the bottom d the footing. 1311.6 Radant Floors (on or belowgrade): Sldron•grade insulation shat extend dohnwerd from the top d the slab a minimum distance of thirty -six inches a downward to the tap d the feoting and hamortal fa al aggregated nil less than thirty-six inches. required by the budding official where soil conditions werrant such irstldion, the entire area of a radiant floor shill be t handy isdded from the soh. Where a sok gas cortrd system is provided bdow the radial floor, which results in i rcreased convective floe blow the radiant fl oor, the radiant floor shall be thermally isolated from the sub -floor gavel layer. 1312 Glacirg and Doors 1312.1 Standard Procedure for Detemmination of Glazing and Door U- Factors: U•fadors fa glaring aid does shall be detemined, certified and labeled in accordance with Standard RS-31 by a certified independent agency licensed bytheNaicnd Fenestration Rating Cancd (NFRC). Corrplia ce shell be based on Model Sine AAor BB. Product samples used fa U -facto deterrrinations shall be production line units a representative of urits as purchased by the consumer or contractor. Unlabeled gaarg aid dens shall be assigned the default U- factor in Section 2006. 1312.2 Solar Heat Gain Coelfident and Shading Coefficient: Sola Heat Gain Coefficient (SHGC), shall be determined, certified and labeled in accordance with the National FenestrationRatirg Canal (NFRC) Standard by a certified, independent agency, licensed by the NFRC. Exception: Shadrg coefficients (SC) shill be at acceptable alienate for eompliai a with sola heat gain coefficient requirements. Shading coefficients fa glazing shah be taken from Chapter 27 of Standad RS-27 a from the manufacturer's test data 1313 Moisture Control 13131 Vapor retarders: Vapor retarders shall be installed on thewerm side (in winter) of insulakm as requied by this section. Exception: Vapor retarder installed wkh not more that 1/3 of the nominal R -value beam it and tie conditioned space 1313.2Roo9Ce#ingAssemblies: Rod /calrg assemblies where the ventlatim space abow the insulates is less than an average of twelve inches shall be provided with a vapor retarder. Rodkeiling assemblies without a vented airspace, where nether the rod deck nor the roof structure ere made of woad, shall provide a oordi ruous wino retards with taped seams. Exoceptian: Vapa retarders need not be provided where all of the inson is installed bdwi the rod membrane and the structural rod deck. 1313.3 Walls Walls separating condtiened space from unconditioned space shell be provided with a vapor retarder. 1313.4 Floors Floors separating cendkioried space from unconditioned space shell be provided with a vapor retarder. 1313.5 Crawl Spaces: A gcund corer d SIX mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within aaM spaces. The ground cove shall be overlapped twelve inches minimum at tie joints and shal extend to the foundation wall. Eh ceptionc The ground cover maybe omitted in crawl spaces if the crawl space hoe a conaete slab floor with a minimum thickness of three aid one -half inches. 1314 Air Leakage 1314.1 Building Envelops The requitement of this section shall apply b building elements sepaati rig concitiened from unconditioned spaces. Exterior joints sound windows and door frames, openings between walls and foundation, between walls aid nod and wall panels; openings at penetrations of utility services through walls, floors, and rcofs; and all other openings in the buildrg envelope s hall be sealed, caulked, gasketed, or weatherslipped to Unit air leakage. 13142 Glazing and Doors: Doss and operable glazing separating conditioned torn unconditioned space shall bewedherstripped. Fixed wi rdows shall be tight fitting with g ass retained by stops with sealant a caulking all around. Exception Openings that are required b be fire resistant. 1314.3 Buildng Assemblies Used as Ducts or Plenums: Building assemblies used as ducts a plenums shat be sealed caulked, and gasketed to lirrit air leakage. Wl;�t� thi" 4-- Z H re 00 rA W J NLL W u_ W = W H Z � h- 0 Z H � t] C11-- WW F 0 O . . Z W 0- 0 Z Project Info Project Address QVIK PARK Orr - AIRPORT PARKING rACILITY Date 7/26/2001 . ' Allowed x Area S 160th. & OLD MILITARY RD. For Building Department Use RECEIVED CITY OF TUKWILA NOV 1 01 PERMIT CENTER 0.2 Wir 2 TUKWLLA, taKSrrlNCTON Applicant Name: QU1K PARK err -AIRPORT 11Jucap rACaITY Applicant Address: Applicant Phone: Location (floor /room no.) • Occupancy Description - Allowed Watts per ft Area in ft . ' Allowed x Area Covered Parking OM PARKING LOT 0.2 Wir 2 364000.0 Location Description Mowed Watts per ft or per If Area in ft2 (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking 0.2 Wir 2 Alteration Exceptions (check appropriate box) : ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Lighting Summary LTG -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms 1997 Washington State Nonresidential Energy Code Compliance Form Project Description 0 New Building ❑ Addition Compliance Option O Prescriptive ® Lighting Power Allowance CO Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces dearly on plans.) Maximum Allowed Lighting Wattage (Interior rom Table 15.1 (over) - document all exceptions on form LTG -LPA Proposed Lighting Wattage (Interior) Location (floor /room no.) Fixture Description Number of Fixtures Total Proposed Watts may not exceed Total Allowed Watts for Interior Watts/ Fixture Total Proposed Watts Watts Proposed Maximum Allowed Lighting Wattage (Exterior) Dalla=s only, me aeiaul[ Lamle in me re t.. 1 ecnnica1 r erereflce M1nar roar may arau Litt used. �f• ❑ Alteration Total Allowed Watts 01- 44 First Edition -June, 1998 Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed r- RID Pons LIGHT WA-1000W LAI 14 1100.0 15400.0 • Total Proposed Watts may not exceed Total Mowed Watts for Exterior Total Proposed Watts 15400.0 1997 Washington State Nonresidential Energy Code Compliance Form Open Parking Outdoor Areas Bldg. (by facade) Bldg. (by perim) OPEN maxxed LOT Note: for building exterior, choose either the facade area or the perimeter method, but not both) 0.2 W /ft 0.2 W /ft 0.25 W /ft 7.5 Wflf 364000.0 Total Mowed Watts 72800.0 72800.0 use mtgr ustea maximum input wattage. ror nxwres wim nary -wi«v udndblb uny, uid Proposed Lighting Wattage (Exterior) default table in the NREC Technical Reference Manual may also be used. GY al ' J U,. U O. 0 . J; W O rr ' tL a te a. 1 W z �. : •z o; :; N'- 0 I-- W W. . 2 • F- r- LU Z Use' LPA (Vtl/ft Use' LPA {•• 11.11=11 01 r1 „:,• r ,: ..: =MI Poke and firestatio - • . .: - •.- . :. . ps II a .1 turns Hotel banquet/ conferertce'ethibition h . 111/U1.1 . Assembly -.1 •. , auditoriums, gymresi . , theaters r.^- , - . is cr • repar - ' . s Restatrantslbass 1 Cafeterias, fast toad estabIshmentss Rdai Ai 1 111110111 a `um mum ..... ^ . - '._ '' ing seas MIME Retail B ', Retail banldng G a s statiais, auto repair shops IIIIIIIMIIIIIIMIIga„ZjllIll11111111.11aMlfrAll Libra - using ' .-- I N L I I I I I MUNI cc : . ” a s . - as es Warehouses , storage areas • Cr- '' (}� $ �, • rage angas • _Ei g wage` . L4 ..+; --: :stores .•. - • - • - concourses MUNI Plans Submitted for Common Areas Only `ail v s • : tmgs, -• :' ... coons, • - cae cm ors . man are Corr • • s, • : • exe • . =course au • ies =lall a : .;.; hies • • was rooms Office bukirgs, officeradministraloe aeas in facilities of or use types (including but not limfled to schools, hospflais, institutions, museums, banks, churches) t2 Prescriptive Spaces Occupancy: Q Warehouses, storage areas or aircraft storage hangers QQ Other Qualification Checklist Note: If occupancy type is "Other and fixture answer is checked, the number of fixtures in the space Is not limited by Code. Clearly Indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: ❑ Check here if at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non lensed, with only one or two lamps, and 2. Lamps are T - 5, T T or PL, and 3. Lamps are 5 Watts, and 4. Ballasts are electronic ballasts 4. 1997 Washington State Nonresidential Energy Code Compliance Forms 1997 Washington State Nonresidential Energy Code Compliance Form Lighting Summary (back) LTG -SUM Table 15-1 Unit Lighting Power Allowance (LPA) for Interior Lighting 1. In cases in which a use is not mentioned specifically, the Unit Po.verAllourrnce shall be determined by the building official. This determination shall be based upon the mast canparable use specified in the table See Section 1512 for exempt areas. 2. The watts per square foot maybe increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of roan maybe increased by two percent per foot of ceiling height above twelve feet. 4. For all other spaces, such as seating and eontnm areas, use the Unit Ligk Power Allowance for assembly. 5. Watts per square foot of room maybe increased by two percent pa- foot of ceiling height above nine feet 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted f r only a portion ofa floor, a Unit Lighting Power Allowance of 1.35 maybe used for usable office floc area and 0.80 was per square foot shall be used for the oomman areas, which may include elevator space, lobby area and rest roans. Canmon areas, as herein defined do riot include mall concourses. 8. For the fire engine roan, the Unit Lighting Power Allowance is 1.0 watts per square foot 9. For indoor sport tournament courts with ac4acent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10. For both Retail A and Retail B, light for free- standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise display illuminaries are exempt Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, induding all ceiling mounted merchandise display luminaries. 1 I. Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the rnr4c Thphpirthr - _ ., . .. .. Footnotes for Table T5-1 First Edition -June, 1998 ..dietROWSC:7"/ ENGINEERING 1997 Park Lane, Burlington, WA 98233 Ph. (360) 707-5656 • Fax (360) 707-5858 Website: vAwr.gecorp.net opfl ••••• -S OM. _ . . C11.4 ALL • , 1 • 1 (4.) 4-a/1.o:1..1477i cr. PoIrs: p(fro /• ) :- r. s ai 36 `16,111) 72/ 40 At a Po sr 84. n a . SHEET NO 7 OF CALCULATED BY 1-J6 I-I k A13 y DATE "7/3/ it) / CHECKED BY SCALE 5 ee EXTEND gi D RPOP /0 ip OA L.0.4 t) LID 7P5F: S itow Lo 01 P-S 70 41.19H JAIN 13 .P= (0. 8. it+ es ificg =. • )2 ..4 • 1;1 . • sy: 1 3 DeA .ci_o_ R1:4;.F. ae " ..11.1411), -17-". = • 46) 4 101 • A. 1 oN TE.v is EP .E4rivt2.6/. . • 4.1 A tly•••■••■■••■•Lo1440,100Lalumbe 4 • iv asol•••••••ieroi a4• • Nulls+, • ••• • ••••••■•11Z/L• •I'•• .... ttt • 2442 • ••• • 26 .2 f' ',••• • • •• ; NiogoUli•V,14/6114,14" DATE 0 .3 0 • • • RECEIVEtio • - 011Y, OFTUI9N1Li ; %0N1•1 31a01 • •;.; PERMIT CENTEt • 1)014-3/05 0.- _...1 i i ' i (c...44).01 tee.. .... 'i (15..44)2,8. F•.__116...t., . . , ; ; : : : - i• A I (..16.44)2a.1. I '.... ...i ; , . • ......1 ; s. igi . _ t • . ipt.P ., I . ...__7 ..-....!. .• . ......,.. ..,-,.,......., . ,111 i 1 ; • , "- i - I " -- I i .---- 1 ---- ! • -- • • i ft4.4)!LA.;.:77 15' P I I , ; f ' • . . ■ ■ i „ I :I Garrison Engineering John C. Raby P.E. 6408C a!0 6 5N0W LVAD = 25 'SF I - - I i I " » ! 1. 1 • I . ( I • • ' r r I ...I ! • j S .._ • I .. ..; . .1 • ; i . .:1 i r . • • r • . I • J t ! 1 1(_; i I ,. , �.. _ .�... . i .. I - . ..I ..--+• ..�_.. ' .4. _ i... }..._._._:_.__:._ .' .. j t 1. C 1L Ds!,n 1,o/+c (RooF) - ro PPF. 36' Wide x 72' Long Post Building r�- A^ July 30, 2001 5:19 PM Quick Park.r2d i Lon , .�': r 7;%: fr7: , .rr... +t.t• ^+kt�3_4Y'lnN.w,;1; ai:b ti,r: �<", -r .:`(+M� 1 STRUCTURE OR FART twAeoF nla1QUPTtON C FACTOR 1. Primary frames and systems . • - • • Method 1 (Normal force method) Windward wall Roofs wall Wind perpendicular to ridge Leeward roof or flat roof -. Wmdward roof less than 2.12 (16.7%) Slope 9:12 (75%) to 12:12 (100 ,) 9:12 (75%) Slope > 12:12 (100%) Wind parallel to ridge and flat roofs • 0.8 Inward -4-- O3 -. 0.5 outward - 4--.._ f I 11 0.7 outward 4 G�6 0.7 outward y or 0.3 inward 4)7 rR 0.4 inward • 0.7 inward • 0.7 outward t u)6 rbu7<A s /. Method 2 (Projected area method) Op vertical projected area • Structures 40 feet (12 192 mm) or less in height Strictures over 40 feet (12 192 mm) in height On borizontal projected areal \` ' 1.3 horizontal any direction 1.4 horizontal any direction 0.7 upward 2. Elements and comporting* not in are of • • • • • • - • Wall elements AU amazes Enclosed and =enclosed structures Partially enclosed atrmctueAs Parapets walls . 1.2 inward 1.2 outward 1.6 outward 4 2-C See L3 itwmd or outward . o Roof element Enclosed and mendesed structural Slope < 7:12 (583 %) Slope 7:12 (583'X►) to 1212 (100%) • Partially enclosed structures Slope < 212 ((16.7%) )' l y 12 (583%) to 12.000%) • • ► 13 outward 13 auto* or inward ,_ .L7 outward 1.6 antward or 0.8 iirivard L7 outward or nwmd . 3. Iliamests and aiapoaata in areas of • • . • . • . • Wall aamrss o f plus or ridges without • Slope < 2.12 6.7%) . Slope 2:12(16.7%) to 7:12 (583%) '. Slope > 7:12 (583%) to 12:12 (100%)• For sLopen less.thaa 212 (16.7%) • Overhangs at roof eaves, rains as ridges, and . LS mimic! of L2 inward • 23 upward 26 outward L6 onward . 0.5 added to values above 4. aim' tapirs and solid towers • Square or rectaogslar H a esagoaa1 octagonal • Round or ellpfial L4 any direction Ll any direction ' 0.8 my direction . 5. Open-frame towers • • . Scpnre Std rectangular DLganal • Noma • • -Trampler • 4A . 3.6 3.2 • 6. 'Amer accessories such as ladders, aoaduit, lights and devotees) • Cylitlrical memabers 2 inehes (51 mm) or less in diameter r Over 2 aches (51 mm) in diameter Flat or ampler members . L0 • 0.8 • ' 1.3 7. Signs, flagpoles, .li8btpoies, minor structu es+ 1.4 my direction ' 199ZUNIFOR N BUILDING CODS • TABLE 16 H - PRESSURE COEFRCIENTS (C 1 Far use story or the top story of anitisbry dally a ncbaed stractarea, m additional value of OS shall be added to the outward C. The most critical combination shall be used Xar design. For definition d partially enclosed structures, see Section 1616. . vatlaes bird are for 104quire -boot (0.93 na) tributary areas. For tributary meal of 100 square feet (9.29 m the value 010.3 may be subtracted from C except areas at disooafitnitias with slopes leas than 7 traits vertical in 12 mils horizontal (583% slope) what the value of 0:8 may be subtracted from C Interpolation may be mod for tdrteary seas beam= 10 and 100 square feet (093 and 929 m For tributary are grata the 1,000 game feet (92.9 mm use primary fame iodises. mar abpes greater than 12 ►mile vertical in 12 units horizontal (100% slope), use wall dement values. toed pressures shall apply over a distance from the discontinuity of 10 feet (3048 mm) or 0.1 times the least width of the structure, whichever is 'smaller. 5 Discondasities at wall carnets or roof ridges are defined as ciiscaidnuous breaks in the surface where the included interior an gie measures 170 degrees or leas. blood is to be applied on either of discontinuity but not simultaneously on both sides. • Wind preemies shall be applied to the total normal projected area of all elements on one face. The bones shall be assumed to act parallel to the wind direction. Factors for cylindrical dements are two thirds of those for flat or angular dements. • TABLE 16-H 2-29 _.�.... .. ...:..�r.r x �... ..,, ,,.r. :4.,•k 3ik n:.• r: �'::. f+. l+::. c+ 8r+ kiiiiaai }i:;iii.!'.h2'.h:Ei1✓"^;7� xt;5ii''.a l•ilp?w5:, i,.IcwtFi i rra ',7SY�. ?++ti:. ;,? 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I _ a - I. • i [f i stolillslolsolvissi .- Iii aalmit IA rb� it ; r - e itseliilmaans 1 !ilk 1 ill44-111011A g as , > �ggga _ 166 165 165 tomblnakeas a 166 dwt.. gg 166 1 14011 166 s - i iiii bbRi b.vi b�Linb I 1.7 ∎h4or.110 l 16 1a 1 1.6 1 1.7 15 ibbib :�: mu I I v c � t 1 TI<s mm _-1 F uu C am— uu iiiii mitamS8l igi ftt 1 ij IN511111 I 1500 I 606 [ 145 ly csaberad .lr.Yr. for dry use ii 1,600 I 660 r 115 1,666 I 575 1 140 1,60 6 10 F I iiiii btmamma ciii W ISSN iS — 11. iigh I v a tv v of a a7 u� i v a v al u av a v i v v a u7 a b b !n - L 1 Y b L g Y L_ i g r s b. b 1.4 appestat* 1.6 1.5 I 1.6 - 1.4 1.4 b i. is Siiig 5 illWiiill I 1.150 0 ,11 1,150 1,100 I 1.100 I fi :iii1§§ OM f' iiiiII I 1,700 I ii I 1,600 I ii iipg 1 a: ---,-1-- niiiEl b,L i;w agi,1a% 5: b. bins r. I 1.4 I :51Y 1.6 I 1.5 I 1.6 I 3000 omicrons 111130fIN0.0681 MEE a ii Eiii ICOM iiia Eil 010 Ex 8o, iiiEiiit WOE I v iiiiiiikiliiiiii 1 iiiiiiiIii B!!!!!8181 4 1111111 MC 1 :::::::1:1: 4:111 :::::::1111 :11 1 1111111111 ; j 1111 111111 !!!!!!! !!!!! la I MI fil a la I 11 3 manna rrdoflNn f86I. r NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. tool booth post building C a ►! law omis lamo ►i . -rA lam ►31M ►P lam ORIN DMI ►ammi ►am ►am lam y ,� Hag HMI lam NMI NAM NAM ANN PAN HIM law Fi cif NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN - THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1 41111 • ■ ww rr ■ ■■ ■ rr I� ■ ■ ■■ ■ ppri 11 one limul timPirrip lI�Il��I vv.. .v.......Il���i1'�Il I�oviv1r Il Illpur7:7I' 25' Wide x 64' Long Tool Booth - Post Building 1e October 4, 2001 12:12 PM 01066 -2.r2d Acta ln.dc lC I, DL•1a8L +WYd Garrison Engineering John C. Raby P.E. 01066 -a 25' Wide x 64' Long Tool Booth - Post Building October 4, 2001 12:12. PM 01066 -2.12d r1. Y 1 .i�Yxj r. . 7.lr tisv' �i�'ts;n stak'isr���Nw.i�irt+tb.F: tail; i��6rk:: ri: a 'r «T }i`+t•.'L�: {7i�:e1f,•2:, +:: W= ' J o U N 0 W = .J �.. w O : g • N d ' W. Z z0• 0 +O N. :I U . • Z: W U � H O ~' Z 101kk 4 Lads LC 3, oL +Mid Pa edam Wallop. 25' Wide x 64' Long Tool Booth - Post Building 01066 -2.r2d i ^.::...a. yi1�x l ifA %.z= +i:Ksb�.'`utx- Y•�lid;tirt5„ tn.a.a4 -: 1 N1 DL Reaction Reaction -1 Reaction 1 N2 2 w2- Snow Load SL . min 0 N3 0 6 3 w3 - Wind Load Left Wall WL Wind Load N4 5 Reaction Reaction • Reaction w4 - Wind Load Rt. Wall N5 . Wind Load - 3 -.054 2 1323.007 • N6. w5 - Wind Load Left Roof D... WL Wind Load . .594 .. 2 - .008' . N7 3 6 we - Wind Load.Rt. Roof Up WL Wind Load min N8 1 -.018 9 . 7 w7 - Wind Load Left Roof U... WL N9 . .594 2 - .004 5 3 8 N10 WL Wind Load 1 -.014 3 NC N11 8 w1 a -Dead Load Lid DL Dead Load .609 4 N12 5 6 N13 .005 5 -.013 3 NC N14 max .609 4 -.009 5 NC N15 ' min .005 5 -.019 3 Nie I M4 1. max 1 w1 - Dead Load DL Dead Load 0 -1 0 1 6 2 w2- Snow Load SL Snow Load min 0 1 0 6 3 w3 - Wind Load Left Wall WL Wind Load 0 5 .001 1 3 .4 w4 - Wind Load Rt. Wall WL Wind Load - 3 -.054 2 1323.007 1. • 5 w5 - Wind Load Left Roof D... WL Wind Load . .594 .. 2 - .008' . 2 3 6 we - Wind Load.Rt. Roof Up WL Wind Load min *.. -.01 1 -.018 9 . 7 w7 - Wind Load Left Roof U... WL Wind. Load . .594 2 - .004 5 3 8 w8 - Wind Load Pam. To RI. WL Wind Load 1 -.014 3 NC 10 8 w1 a -Dead Load Lid DL Dead Load .609 4 -.004 5 6 I M1 1 max 0 1 0 1 NC min 0 1 0 1 NC 2 max 0 5 .001 1 NC min -.003 3 -.054 2 1323.007 2 M2 1 max .594 .. 2 - .008' . 2 • . NC • min *.. -.01 1 -.018 1 NC 2 max . .594 2 - .004 5 NC min • • -.014. 1 -.014 3 NC I M3 ' 1 max .609 4 -.004 5 NC min .005 5 -.013 3 NC 2 max .609 4 -.009 5 NC min .005 5 -.019 3 NC I M4 1. max -.008 • 2 • .014 1 • NC min .018 •1 • -.594 2 2 max -.008 2 .015 1 NC' min -.018 1. -:802 2 NC I M5 1 max -.009 5 • -.005 5 NC min -.019 3 -.809 4 NC Company : Garrison Engineering Designer : John C. Raby P:E. Job. Number.: 01066 -a 25' Wide x.64' Long Tool Booth - Post Building October 4, '2001 12:13 PM Checked By : __ Basic Load Case Data BLC No. Basic Load Case Description Boundary Conditions k/in Envelope Member Deflections Category Code Joint Label X Translation Y Translation k/in (in) ( in) RISA-2D Version 5.5 [C:IRISA101066- 2.r2d] CategnlY Description Rotation k- ft/rad Member Label Section x Translate Lc y Translate Lc (n) L/y Ratio Lc ' Gravity X Y Load Type Totals Joint Point ' Direct Dist. Page 1 M S y rt ✓ ` E 7 . . �.,,,. .. i:.,,G,:e..,,.+lw�y::?:;r.S, Sri. v.>•: �' 4r.:; �.. a,.,:. 2 , Rus,. r, �s.. tic , �.. .- .... n�Pi�'..; �? h.t +^w3a u?tt+�.°a? re:�..�.ur.3.£w �t0 . .. :a 'kSr+;% z ~ W 6 D J U : • UO • W = -J to 11. • W O: g Q N 3 C7 z z � ..z o. U O • O co. WW -- O ui =. O z 2 max -.009 5 -.004 5 • NC min -.019 3 -.613 4 NC 1 max .594 2 -.004 5 NC min -.014 1 -.014 3 NC 2 max .597• 2 -.013 5 4023.881 5 min -.009 1 -.044 3 1193.271 3 1 max .607 4 -.013 5 4024.454 5 min .003 • 5 . -.042 1 1277.682 1 2 max .609 4 -.004 5 NC min .005 . • • 5 -.013 3 NC 1 max -.014 5 0 5 NC min -.047 3 -.603 4 NC - 2 max -.014 5 0 5 NO - min -.044 3 - 606 • . 4 NC , , 1 max .34 4 • . 2 7657.054 2 min .002 5 -.022 1 NC 2 max .335 4 .491 2 NC min 0 5 -.019 1 NC , 1 max ..009 1 .519' .4 NC . min -.33 2 •.008. 5 NC . . 2 max . .003. 1 .512 • • :NC • - min ,_ - .331 .2 .006. 5 NC ' 1 max .489 4 .373 2 NC min .008 5 -.007 1 NC 2 max .489 4 .371 4 NC min .008 5 - -.005 1 NC 1 max .465 2 -.004 5 6434:597 5 min -.023 1 -.382• 4 • NC 2 max .465 _ 2 0 5 - NC min -:023 1 -.381 : 4 1 max .474 2 -.001 5 NC min -.023 1 -.371 4 NC 2 max .474 2 -:008 5 NC min -.02 1 -.397 4 NC 1 Max -.008 5 • .007• .1 NC min -.497 4 -.362. 2 max -.007 5' .034 • • 1 • NC. • min -4495 4 . -.357 2 NC 1 max .474 2 -.008 5 NC min -.02 1 -.397 4 NC 2 max .472 2 -.011 5 NC min -.027 1 .392 4 NC 1 max -.007 5 .034 min -.495 4 -:357 2 NC • 2 max -.008 5 .035 1. NC. min . -.5 . 4. -.355 . 2 . NC . 1 max -.013 5 .01 1 NC • min -.049 3 -.596 2 NC 2 max -.011 5 .001 5 NC min -.047 3 -.612 4 4213.882 4 _ 1 max -.005 2 -.003 5 - NC min -.041 • . 1 -.607 4 NC' 2 max -.003 2 .004 1 NC . Company : Garrison Engineering October 4, 2001 Designer : John C. Raby P.E. 12:13 PM Job Number : 01066 -a 25' Wide x 64' Long Tool Booth - Post Building Checked By: Envelope Member Deflections,. (continued) Member Label Section x Translate Lc y- Translate Lc (n) Uy Ratio Lc in (in) M6 M7 M8 M9 M10 M11 L M12 M13 M14 M15 M16 M17 M18 RISA - Version 5.5 ' [C:IRISA101066- 2.r2dj Page 2 'k. ,`-},�'• { i. 4 r4 &iie.. A k'f•5ti n ir'(:; :4.44.4,V;AI44h+tCtu ;:3 :.2 i x .Ytia,,. 1v� ,41;;;t2; tiNr443L?+:.h:i 2• z re w 6 U 0 ' rn t] w cn J w � • w H = Z F. 1- 0 z I- .0 0 I- w w. u- 0: .. z w = O ~ • z v [ min 1 -.039 1 -.605 2 NC 2 1 max • .229 2 .008 1 NC 5 -.049 min -.739 -.018 1 -.548 2 NC 3 2 max 18.646 .223 2 - .003 5 NC 5 -.049 min -.444 -.034 .1 -.576 4 NC .17 1 max .272 -.01 5 .031 1 NC min min -.431 4 -.432 2 NC 2 2 max -.007 5 .023 1 NC min min -.436 4 -.44 2 NC (' 1 max max .39 2 - .009 5 NC .437 1 ' min -.035 1 -.47 4 NC .431 2 max 5 .397 2. -.008 5 NC -.226 1 min 1 -.032. 1 . -.464 4 NC 1 max -.006 5 -.003 5 NC min -.249 4 -.556 4 8521.339 4 2 max -.01 5 .02 1 NC' . • min -.261 4 -.551 2 I4C 1 max .597 2 -.013 5 NC min -.009 1 -.044 3 NC 2" max .603 4 -.014 5 NC min 0 5 -.047 3 NC 1 max .603. 4 -.014 ' 5 . NC min 0 5 -.047 . 3 NC 2 max " .607 , 4 -.013 .5 . NC min .003 5 -.042• 1 NC 1 max 0 5 .001 1 NC min -.003 3 -.054 2 NC 2 max -.004 5 .014 1 8419.48 1 min -.014 3 -.594 • 2 200.341 2 1 max 0 1 . 0 1 'NC " min 0 1 0 . 1 NC 2 max 0 . 5 . .0 N C min , ' -.003 3 . -.056 4 1290:033 .4 _ 1 max 0 5 0 5 NC . min -.003 3 -.056 4 NC 2 max -.004 5 -.005 5 NC min -.013 3 -.609 4 195.348 • 4 [ M1 1 max 19.535 3 2.072 2 31.076 2 min 6.148 5 -.049 1 -.739 1 2 max 18.98 3 2.072 2 18.646 2 min 5.593 5 -.049 1 -.444 1 [ M2 1 max .17 ' 2 .272 5 0 . 1 ' min 0 t .223 2 max .17 2 -.431. 5 .45 . .3 ' min 0 1 . -.48 3 , .278 .5 (' M3 1 max 0 , 1 .476 ) 1 .437 1 ' min -.106 2 .431 5 .278 5 2 max 0 1 -.226 1 0 1 • Company : Garrison Engineering • Designer : John C. Raby P.E. Job Number : 01066 -a 25' Wide x 64' Long Tool Booth - Post Building Envelope Member Deflections, (continued) Member Label Section x- Translate . Lc y- Translate Lc (n) Uy Ratio Lc in (in) _ M19 M20 M21 M23 M24 M25 Envelope Member Section Forces Member Label Section Axial Lc Shear Lc Moment Lc (k) (k) (� RISA Version 5.5 . [C:IRISA101066- 2.r2d] October 4, 2001 12:13 PM Checked By: Page 3 • yY': r1m0i' 1`? G i1 5 G'` � :+'i:'7.T41.W4!+dy "ogi :gg., ? L itr wm,o..,wewawcotrute!!r. " S4aY;smeaiv F ., . ,. .0.11..,•.*p=..ar... Company , ' : Garrison Engineering Designer : John C. Raby P.E. Job Number: 01066 - 25' Wide x 64' Long Tool Booth - Post Building Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear Lc Moment Lc M4 M5 M6 M7 M8 M9 M10 M11 M12 M13 I M14 M15 M16 k k) RISA 2D Version 5.5 [C:IRISA101066- 2.r2d] ... ..X.a. ..+ri..V NIS V , aw1.VS- . flea , ,a,+.kx:.lt sr.w„ rr k October 4, 2001. 12:13 PM Checked By: Page 4 min -.106 2 -.272 5 • 0 1 1 max -.223 3 .17 2 0 1 min -.272 5 0 1 0 1 2 max -.231 3 0 1 0 1 min -.28 5 • -.17 2 0 1 1 max -.226 1 .106 2 0 • 1 min -.272 5 0 1 0 1 2 max -.235 1 0 1 0 1 min -.28 5 -.106 2 0 1 1 max - 1.359 5 .382 3 .45 3'• min -4.604 3 .277 . 5 .278 5 2 max -1.359 5 -.22 3 .349 5 min - 4.604 ° 3 -.325 5 .206 • 3. 1 max -.348 2 .325. 5 . .352 2 min -4.017 1 .229 1 .222 1 2 max -.348 2 -.277 5 .437 1 min -4.017 1 -.373 1 .278 5 1 max -.017 5 0 1 0 1 min -.988 0 1 • 0 1 2 max -.07 5 0 1 .0 1 min -1.041 2 0 •. 1 0 : 1 . 1 max 4.294 3 .005 3 0 1 min .608 5 .005 4 0 1 2 max 4.308 3 -.005 3 0 1 min .623 5 -.005 4 0 1 1 max 3.754 1 -.005 2 0 1 min .514 2 -.005 3 0 1 2 max 3.768 1 .005 .2 0 1 min .528. 2 .005. 3 0. . . , 1 1 . max -.526 5 • 1.672 1 1.782 1 min -1.381 3 .272 2 .405 2 2 max -.147 1 .219 5 0 1 min -.256 2 .135 4 0 1 1 max Min -.021 -.175 4 5 . =.183 -.314 1 2 0 q 1 2 max. -.384 2 -.341 5 • 2.075' 3 min -1.338 1 -1.927 3 ; .537 . 5 1 max -.207 2 , 2.33 3 2.075 3 min -1.064 1 .255 5 .537 5. 2 max -1.3 2 -.161 5 4.683 3 min -4.77 1 -3.178 3 .249 5 1 Max -.484 5 -.228- 2 -.405 2 . min - 1.137. . 3 - 2.015 1 -1,782 • ' 1 . 2 max -1.577 2.809 1 -.247 .5 miry .4.843 • 3 .161. . 5 . 4.132. •1 1 max 8.379 1 4.052 3 4.683 3 min 1.722 5 .292 5 .249 5 2 max 3.746 1 -228 . 5 0 1 min .356 5 -2.834 3 0 1 1 niax 8.71.1 3 - -.292 5 . -.247 . 5 min 1.722 5 -3.571 1 - 4.132 f 2 max 4.078 3 2.496 1 0 . 1 min .356 .5 .223' 2 • 0 1 , Company , ' : Garrison Engineering Designer : John C. Raby P.E. Job Number: 01066 - 25' Wide x 64' Long Tool Booth - Post Building Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear Lc Moment Lc M4 M5 M6 M7 M8 M9 M10 M11 M12 M13 I M14 M15 M16 k k) RISA 2D Version 5.5 [C:IRISA101066- 2.r2d] ... ..X.a. ..+ri..V NIS V , aw1.VS- . flea , ,a,+.kx:.lt sr.w„ rr k October 4, 2001. 12:13 PM Checked By: Page 4 1 max .051 3 .007 2 .007 1 .302 2 min .016 5 0 1 -.302 2 -.007 1 2 max .05 3 .007 2 .004 1 .181 2 ' 0 min .015 5 0 1 -.181 2 -.004 1 M17 1 max -.727 3. 0 1 0 .1 min -.864 5 0 4 0 1 2 max -.759 3 0 1 0 1 min -.896 5 0 4 0 1 M18 1 max -.74 1 0 1 0 1 - min -.864 5 0 ' 4 0 1 2 max -.772 1 0 1 0 1 min -.896 5 0 4 0 1 M19 1mx 15.651 1 ,. .018 4 0 1 min. 4.399 5 .018 .3 0 1 2 max 15.566 1 -.018 4 0• 1 1 min max 4.313 1.523 5 2 _ -.018 -.014 3 2 0 0 1 1' M20 min -.899 5 -.014 3 0 1 2 max, 1.491 2. .014 . 2. • 0 '1. • min -.93 5 .014 3 0 • ' 1 M21 1 Max -.596 • 1 • ' .014 4 0 1 ' min ' -2.153 4 .014 3 • 0 .1 2 max -.627 1 -.014 4 0 1 min -2.185 4 =.014 3 0 .1 • M22 1 max. 16.04 3. -.018 ' 3 . 0 V ' . • min 4.399 5 -.018 _ 2 max 15.955 3 .018. • .3 ' 0 1 mm ' 4.313 5 .018 .2 0 1 M23 1 max -1.374 5 , .54 5 .349 5 min -4.617 3 .508 3 .206 3 2 max -1.374 5 -.664. 5 .771 3 min -4:617 3 -.696 3 .723 5 . M24 ' 1 max -.363. 2 .693 1 .771 .. 3 min• -4.03 • 1 .664 5 .723 • 5 2 • max -.363 .2 -.511 1 1'.. min -4;03 .1 -.54 , 5 .222' M25 1 ' max 18.98 3 2.072 . 2 18.646 2 min 5.593 ' 5 -.049 1' -.444 1 2 max 18.665 3 2.072 2 0. 1 min 5.278 5 -.049 1 • 1 M26 1 max' (19.252 3 2.125 4 • 4 • min , ^ :1 .5 . .017 5 .. : -. ' : 5 . 2 max 18.698 3 2.125 4 19.122 • ..4 : min 5.593 , 5 .017 5 .151 . ' 5 M27 1 max 18.698 3 2.125 , 4 19.122 4 min 5.593 5 .017 5 .151 5 2 max 18.383 3 2.125 4 ' 0 1 min - 5.278 5 .017 5 0 1 Company : Garrison Engineering Designer : John C. Raby P.E. Job Number : 01066 -a 25' Wide x 64' Long Tool Booth - Post Building Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear Lc Moment Lc k Envelope Member Stresses Member Label Section • Shear (ksi) Lc (ksi) M1 RISA-2D Version 5.5 [C:IRISA\01066- 2.12d1 (k) (k Bending top Bending bat Lc . (ksi) Lc (ksi) Lc CONTROL-5 I �r 6tRvuN October 4, 2001 12:13 PM Checked By: Page 5 I M15 I M14 . [ M13 • M12 [_ M11 ( MW • L M9 • I . M8 - [ M7 [ M5 ( M4 M3 [ M2 l N a I% ma IV -& r..) -a N ..a maxi min 1 max I max min Lmax min max min [max] [min I min max max min max min max min max min max min max mi n max [ min [max I min max I min I max I. min I max [min max I min [max I min I max Imin !max I min min max [max min max max I min [max .16 I -.093 I -.03 § I -.091 I -.025 I -.02 El I -.007 § O -.005 • -.003 -.026 , - .01 .027 .196 .027.• .195 .032 .224 .032 .223 -.051 C2 -.209 -.018 J -.209 -.018 -239. -.071 -.239 -.071 -.015. -.012 -.014 -.012 -.015 -.012 -.014 -.006 -.012 0 -.006 00 .009 O .009 -a C4ChC a ts3 - r - aNiln4s —44(YI n n CrA c KA CMhl t -a 42 C2 cn -a ct + t71Wcnca , )- , NJ -a -a N-a [ .093 .065 • -.047 U -.073 -.004 .006 .054 - .008 -.007 .003 -.004 .005 § .038. 4 CD CD CD CD CD CD c 7000 -.023 [ -.017 I .014 .02 -.02 -.014 .017 . 024 -.007 C2 CD .007 -.011 00 -.017 .011 [ -.014 .027 -.03 .03 -.027 .014 017 W ■A IN3 C4 CMCn4)ti)NN- +A -a 6 a - a -i-a- -a Cn - Cni cm t A NN- a- aP3 Cn -aw N G) -.036 . 036 J . 599 .05971 .25 -.679 -.036 -.301 -.078 -.301 -.078 O O O O -.259 -.059 C D 0 0 0 0 -.297 -.189 -.239 -.151 -.237 -.14 -.189 CD C2 CD 0 0 0 0 0 0 0 -.297 -.306 -.189 -.189 O O ut UI I N -a W. c G) cm 41 a1 -a ma ma -a ..a IV .a. -a ma -a -a -a -a .i -a -a -a ..► -a . 01 N -a t71 4) 4) tR -a -a -a -a -a -a -a ma - -a mi 01 Ca 0 ma -a .679 .036 [. -.259 [ -.059 .036 .679 .078 .301 [ I .3 0 O .059 I .259 O 0 C o 0 0 0 O o 9 00 . 189 . 297 . 151 .239 [• .14 I 237 I .189 • li 0 0 0 0 0 0 0 0 0 0 I .189 . 189 .297 I .306 0 0 Ca '-a • J1 tn .-a j3 01 W 01 Ca U1 - W • 1 ?J. ....II - ■ N - - a - 1 � ' - a -a - -a -a - -a. ..a -a - - - -► - . ..a (J1 ...a Ma N 6D - (Is N !A -a -a - - '- - -k ..a -a ..a -a al -a al - 03 ..a - NOTICE: IF E ITS DUE TO THE QUALITY OF THE DOCUMENT. THAN T HIS NOTI MENT. _,.. !s 3. Ern ( '= m 3. a. to 2 r- 0 m 0 F 0 0 CO a C cn CD 7 Sm O a) m CD y NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. n cn N z O Q a �O go d, Pi Urn crn : 11 57 rn s a �. a m. • r O m S 0 0 co E. N -a N -& N _ (V -a. N N N -. N -a. N N -i N N - N min max min max min min max min max max I i max min Max min min max min max' m max min I min max min n!a J min max min I min max min !max I mi Max min max min max min max min max min max ( min max min max min .037 1 .128 .015 .13 .039 . 037 .051 . 016 • . 049 ] .13 -.019 -.209 .132 .039 -.24 -. 19 -209 I -.071 .083 - -.071 . -.24 I .305 li -.114 .307 .084 -.033 a -.048 -.031 -.112 :077 .083 .079 -.047 .298 ( -.047 .3 . 084 -.047 -.038 -.045 -.039 ( .007 -.038 -.045 .078 ( .007 .167 . 033 .072 .033 ( :T1 W Cm 62 Cn Co Cn GD U1 W CI1 co -+ N -+ N C,) CM W UI R!1 CO UI W la -+ a► -a N M3 C11 N cm . -a Ch • JI —+ UI CA C>1 CO U1 CJ Cn CO U1 -+ U1 o 1.018 o O 0 .018 0 O O 0 .007 0 .007 I .017 1 • O R E -.032 -.034 .017 0 E -.043 .043 .041 -.041 O . 0 .034 .032 O O O O 0 0 O 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 .005 0 0 .057 ( -.065 -.007 -.082 -.005 .007 cn ilk Cn .ta fJ146. As -+ N-- N Uf -lea UmWUIN41 W4PWJ►W m3 WNW cal A #- 46 -+. - a-0a -a fa) - a _a U1 0 0 -.188 -.006 -.764 1 O 0 - .002 -.001 O -.151 -.239 .018 -.745 -.524 - .492' • -.524 ( -.492 0 0 -.14 -.237 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 .599 .036 O -.679 -a -a.p. 0.1 .p. U1.11►CP- g o 1 0 Q .309 U .002 ® .186 - ►N-+N— o 111311 • ' Q .151- 1 .745 © -.018 W OI CAUI 3 A92 *5 .524 • 3 ' .492' • 5 I .524 U1ta .... 0 1 3 .237 5 .14 ■26.- 0 - - . o 00000060000000000000000 - r - a - + -a -s - -a — - - - - - a- +- +I..a-+..a. a-a... S o 1 0 1 -.036 5 -.599 -+G,1 0 3( .036 ( D o g .001 .: .764 .006 -, _aCII .D.0 ►VS .Iii —• 1 %3 1 1 C.'lwUI —a- -.►r : -a -a.+ - - a. -a .a a S _rs - (Si cn CD 7 Sm O a) m CD y NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. n cn N z O Q a �O go d, Pi Urn crn : 11 57 rn s a �. a m. • r O m S 0 0 co E. W1 DFLANN01 6X10 M1 .346 .085 0 -• 1600 • 2 .093 1 0 .3 2 3.9-3 • .925 .625 .07 M2 .277 3.5 1. 3 .315' .035 3.5 DFLANNOI 4X6 3 3.9-3 .095 1.4 1600 M3 .269_ .3 0 .035• 3 .312 .925 0 .07: 1 3.9-1 • 1 .3 M4 .068 ..9 • 2 .112 1.8 2 3.9-1 ' M5 .051 .9 2 .070 1.8 2 3.9-1 M6 .645 0 ' 3 .251 0 3 3.9-1 • . M7 • .590 3 1 .244 3 1 3.9-1 M8 .083 11.4 2 .000 0 1 3.9-1 • M9 .030. 1.84 3 .003 3.606 4 3.9-3 M10. .024 1.84 1 .003 3.606 2 3.9-3 M11 .237 0 1 .452 . 0 1 3.9 M12 .268 1.921 3 .521 • 1.921 . 3 . 3.9-1 M13 .655 . 6.151 3 . .859 6.151 3 3.9-1 M14 .596 6.151 1 .759 6.151 1 3.9-1 M15 - .579 0 3 1.095 0 - 3 3.9-3 M16 .517 0 1 .965 0 • . 1 3.9-3 _• • •M17 .072. 6.734 5 .000 0 , 4 3.9-1 M18 .0`72 6.734 . 5 .000 0 1 3.9-1 M19 .142 3.29 1 .005 0 4 3,9-3 M20 .093 4.732 ' 5 . .009 9.093 2 3.9-1 M21 .193 4.732 4 .009 . - 0 4• 3.9-1 M22 .149 • 3.29 3 • .005 0 2 3,9-3 . . • M23 .844 ` 6 3 .457 6 3 3.9-1 M24 .796 0 1 . .455 0 1 3.9-1 M25 .830. 0 4 .247 0 2 3.9-3 M26 .356. 0 • 4 .096 0 4. 3.9-3 . M27 .856 0. 4 .253 0 4 3.9-3 • W1 DFLANN01 6X10 1.3 ..675 .085 .925' • -• 1600 • 1 .3 .3 .035 W2 WOODSIZE.,,12X12 .925 .625 .07 .85 1300 1. .3 . .3 ' .035 . W3 DFLANNOI 4X6 .85 .5 .095 1.4 1600 1 .3 .3 .035• W4 WOODSIZE • 2=20 .925 .625 .07: .85 1300 • 1 .3 .3 :035 Company : Garrison Engineering • Designer : John C. Raby P.E. Job Number : 01066 -a 25' Wide x 64' Long Tool Booth - Post Building Envelope Member NDS Code Checks Member Label Code Chk Loc Shear Chk •Loc Wood Material Parameters Wood Set NDS Species Label • Database Fb ( ft ) Lc .Ft (ks� • RISA -2D Version 5.5 [C:IRISA101066- 2.i2d] • Fir • (ks ft Fc ks l Lc Eqn October 4, 2001 12:13 PM Checked By: Message Therm Weight E .. Poisson's Coef. Density ( ksi) . Cm Cr E mod Ratio . (10"5 F) (lat"3) Page 8 S' • ' i'r t�ia N :f Y� x we .'., �r'OfFr..c;!!X %. `i ' 4.(a%q ,. .;4 i c . Solution: Envelope Member Bending Moments (k ft) Garrison Engineering John C. Raby P.E. 01066 -a 25' Wide x 64' Long Tool Booth - Post Building October 4, 2001 11:05 AM 01066 -zrzd �WreNr YVkfhAV1: Solution: Envelope Member Bending Moments (k-ft) Reaction units are k and k-ft Garrison Engineering John C. Raby P.E. 01066 -a 25' Wide x 64' Long Tool Booth - Post Building October 4, 2001 11:03 AM o1o66 -ar2d ,r4:1 , , k.l ,..i.w.'ti..•s'r��tG''�.w..:.u,1 .... r;.a: +r 7,1;, N d I. �JS `+.Yl�i�.�7�A,�41.+�iYXYYMi^l �f �inufv`!+3 Solution: Envelope Garrison Engineering John C. Raby P.E. 01066 -a 25' Wide x 64' Long Tool Booth - Post Building October 4, 2001 11:03 AM 01066- 2.r2d Code Check I No Calc > 1.0 . 90 -1.0 . 75 -.90 . 50 -.75 0. -.50 ... i�.+ il: odi:.'. v+ 4.: A ;:::ma3�L�':�i•:�:ttTR7 +i„FS�N! .. ..... awniLU.' 1 " -�.Cy: ENG/NEER/NG 1997 Park Lane, Buffington, WA 98233 Ph. (360) 707 -5656 • Fax (360) 707 -5858 Website: www.gecorp.net CA -4C-, 6c.1J4' L #1A' ....1 . ' .. ; ... : ... ... a ., .. X . //,5 f1, ; • •4 1,1 .1 $ JOB SHEET NO. CALCULATED BY CHECKED BY SCALE 5 F L- riD N 1344 • • OF DATE n DATE. • • • r 1 • ; 1 f 5eer�g : :; • iii • '' '�¢' 262 4. • • • • 2c:)' vvE/ 1.44/v A•••)/ = la(i2.5) •= (z5Pc'! �z. = x5(',2.5) z 3I Z.5 Pt.c g = .5.101,5) = 73,B5' �t -- a 7 -- 69. S)° 679 .►. -rS .do.: } ' � e ! 1. ... .... ._T. _.._.: ..:. • 1 .. t .... .. .. .. .i..._ • J ... .L... .� \ ; 1 i ; i 1 , ' • . 1 l 1 ' • . • 1 11,• • • 1 . Q Ikrc* t F� F' !,�t __4 5.45 f.�.e :_P�� �"_ ..._ : ; • ; 3 ) ' ` • " t i 1 `� 1 j .• .A: »fT - ?.. _ . fly- ' ._ = r _.... r� .: • .....: •.• 1 Qa .j) s.G') .....lr .�_ (r) �_._..i. i I 1 i : !. 1 L L i • 1 I I 1 _ t ; , 1 ; I 1 1 I • 1 I i / { I a , i i --- .- _..._ ......s... ,. .... . .. , , _.. 1 •.I .... 1 1 1 . 1 { i i aYYs i f _ I i 1 I ; .] f .. . • ! I 1 I + i I f 1 I F i 1 i f } + 14•(•4...1 0 41 , .•14..... , 1,r• uwr•... . 0. ••••r..• t1.1• •••_:1•' • 11• N1.. 11. 11 •TP4.•l•- : --- ,.1..•..1.- . .A /.Ii 1.•••• ♦•••t /1.1.11« •. ∎11.1.•••1••1,.••• •• " f {•t•••• ..: s Cjc '.k t"kd;C:it:44i4hi: .1 G A/4/4 /SON ENGINEERING 1997 Park Lane, Burlington, WA 98233 • Ph; (360) 707 -5656 • Fax (360) 707 -5858 Website: www.gecorp.net • 1.. • • J I. JOB SHEET NO: 3. OF J CALCULATED BY DATE CHECKED BY DATE SCALE Ci4L. Pos T ICARIVa 41 � AnDep MENT Co ') Cal-• c,e rrt4 4.. listi444 ?1;100 = Saks FROM E�I lvteM 3.E a. 5 CctioN i -oace. S r/ 1 ! i f r .1 1-: 1 i -.�.. _.. �..... � _ 2.k = 3;SQ ..:rf 42- i t 1 (1000) 1' = 0 . '4 b. 2 J LL • •• .. • _ ...1..tf?..)L. -- • .P Q iii :1 f3_i.4 Mt 'E *I.. .. fib . ; ; ....._.. : i • t ... �_...._f .__t.....;. _. i I �. 1 6 f - q tr - YW(L • • • • ✓ O €V - ..31 • 1 • • • t i P .. 3■ g704`w?I zs • .h • r! ; • i , _IS.. $.44' e.i ' ......f.g..5........... .f 2.. .. --• II (. '4- ' • : i ._. .. ._. 6 �{ - I • 1 j 1 • .. .: .... ". )7. .... . ! .: Z. . . ; ._....... ; .. _ ._..... -- . ..__... . 1 , - 1..... _/./..o.o. ....b.._...„....L , , , , . . , I • I 1 1 : 6 -i- • 4;as! (13 1 070) f (Ito-6)- 1 ; i I ( ! f ;. i ; ... .._. _ ; I 1 ..1•11 ••••• .t4•1....11..• .... •. y hLO is aN.u:•. .• • ••••4 . .. .1 • ._•..1.........c.{ .:N•.1... ••' ♦o.y•.•lr RRi...•R t•...0 +... ..... •9'•. •Y•.••■ ir. II1 .aRVi — .._.l•__ ' ... • H • n.a.k..:.t::u.Sa; - Vii+ •L��ur '7' >.u'15i'i.LS?;r.�•alir dt.S S: >uSSi�iln»:: :.�r x+vy 1?':-ak a.a . - d:; rl'.•'tf ;iv.;•:.ik. ",.YJ�;IYF.Fi Look 8LG 1. nr1- Dead Load Mallikat - Garrison Engineering John C. Raby P.E. 01066 -21aUt ■AAAAAAAA•14VAA 1�••AAL•/■A L1VL.:AAuL•A■■•■•A■1. 1tAA.AIAI•A 5 FA V 25' Wide x 64' Long Tool Booth - Post Building October 4, 2001 9:56 AM 01066 -3.r2d 11 •AWPA 1 WV) 1 , WPM, '11111 A M N. llA 11 01066 - .n7rAt • Garrison Engineering John C. Raby P.E. 5 Left LC1.a.6L Oct/ac Bmiop+ Is 25'. Wide x 64' Long Tool Booth - Post Building October 4, 2001 9:56 AM 01066-3.r2d ,. Lodz LC 2. CLAW i9oUlm Envelops Garrison Engineering John C. Raby P.E. 01066 5 •.22Sult 25' Wide x 64' Long Tool Booth - Post Building October 4, 2001 9:56 AM 01066 -3.r2d 11 `:IO es;iYt�lii i:t:l'�. }S;x .l'.'J ti.4 1..."'ftif.rf.. .... is s', A••ll••A•A•s 0.t •iI. •••• AMA∎ •AA J &AAAAA. OA • •A•A • • Loedw LC 3. D ..&+1QWi d &Mow 6reiape Garrison Engineering John C. Raby P.E. 01066 1 144 25' Wide x 64' Long .Tool Booth - Post Building October 4, 2001 9:56 AM 01066 -3.r2d ... . + t .�r;ik.'.,�.wiW /�LLiy4'.t._:. n':i�l.r ✓.'`�Issn 0 i 1 a. 5 0 01 4 4 4 iW t CW DW t 1W NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS, DUE TO THE QUALITY OF THE DOCUMENT c 1. LowIK LC 4, DI • Wind Po. 8o1/m[ eD� Garrison Engineering John C. Raby P.E. 01066 5 X14 •.220A 5 gin A -.721k/It 25' Wide x 64' Long Tool Booth - Post Building 11 October 4, 2001 9:57 AM 01066-3.r2d tti .1',C 1` 1 w1 - Dead Load DL Dead Load N5 -1 Reaction Reaction 4 • 2 w2 - Snow Load SL Snow Load 1143.796 2 4 • 3 w3 - Wind Load Left Wall WL Wind Load 0 . -.315 4 w4 - Wind Load Rt. Wall WL Wind Load max .05 5 w5 - Wind Load Left Roof D... WL . Wind Load NC • min 6 w6 - Wind Load Rt Roof Up WL Wind Load -.014 1 NC 7 w7 - Wind Load Left Roof U... WL Wind Load . max 0 8 w8 - Wind Load Para. To Ri.. WL Wind Load NC 1 4 9 w1 a - Dead Load Lid DL Dead Load 0 1 0 4 N3 Reaction Reaction Reaction N5 Reaction Reaction Reaction N8 Reaction Reaction Reaction Company : Garrison Engineering • Designer : John C. Raby P.E. Job Number : 01066 25' Wide x 64' Long Tool Booth - Post Building Basic Load Case Data BLC No. Basic Load Case Category Descriat Boundary Conditions Joint Label X Translation Y Translation kris Envelope Member Deflections Code kfm Member Label Section x Translate Lc y- Translate Lc (n) Lty Ratio Lc RISA -2D Version 5.5 [C:IRISA101066 Category Descriation Rotation k- ft/rad Gravity X Y October 4, 2001 10:03 AM Checked By:_ Load Type Totals Joint Point Direct Dist. Page 1 M1. 1 max .05 2 -.132 2 1143.796 2 min 0 1 -.315 1 477.674 1 2 max .05 2 -.006 2 NC • min 0 . 1 -.014 1 NC M2 max 0 1 0 1 NC min 0 1 0 1 NC 2 max -.001 ' 2 0 1 . NC min -,003. 1 -.004 .2 SIC M3 1 max -.001 2 0 1 NC min -.003 1 -.004 2 NC 2 max -.006 2 0 1 NC min -.014 1 -.05 2 2370.206 2 M4 max •0 1 0 1 NC. _1 min 0 1 0 1 NC• 2 max 0 1 0 1 NC 0 2 -.004 2 - NC M5 1 max , 0 1 0 1 NC min 0 2 -.004 2 NC 2 max .002 1 0 1 NC • 1 min max. , 0 . 0 2 .1 -.049 . 0 2 1 2 N C 2 I M6 _ min . 0 • .1* . .0 1 NC 2 max - .002 2 0 ' 1 NC • • • ,min • -,004 1 _ -.004 2 NC I . M7 1 max -.002 2 0 1 NC min -.004 1 -.004 2 NC 2 max -.009 2 0 1 NC min -.022 1 -.049 2 2382.114 2 I M8 1 max .05 2 . -.006 2 NC min 0 • 1 -.014 1 NC 2 max • .049 2 .002 1 NC Company : Garrison Engineering • Designer : John C. Raby P.E. Job Number : 01066 25' Wide x 64' Long Tool Booth - Post Building Basic Load Case Data BLC No. Basic Load Case Category Descriat Boundary Conditions Joint Label X Translation Y Translation kris Envelope Member Deflections Code kfm Member Label Section x Translate Lc y- Translate Lc (n) Lty Ratio Lc RISA -2D Version 5.5 [C:IRISA101066 Category Descriation Rotation k- ft/rad Gravity X Y October 4, 2001 10:03 AM Checked By:_ Load Type Totals Joint Point Direct Dist. Page 1 Company : Garrison Engineering Designer : John C. Raby P.E. Job Number : 01066 25' Wide x 64' Long Tool. Booth - Post Building Envelope Member Deflections, (continued) Member Label Section x Translate Lc y- Translate Lc (n) L/y Ratio Lc M9 M10 in (in Envelope Member Section Forces Member Label Section Axial Lc Shear Lc Moment Lc k k RISA-2D Version 5.5 [CARISA101066- 3.r2d] k October 4, 2001 . 10:03 AM Checked ' By: 0401x. Lip L,F r Page 2 .' • c Et nTats'!f± t , 1 min 0 1 0 2 NC 0 1 max .049 2 .002 1 NC 0 min 0 1 0 2 NC max 2 max .049 2 -.009 2 NC min min 0 1 -.022 1 NC 2 1 max .049 2 -.009 2 NC .154 2 min 0 1 -.022 1 NC 8.149 2 max .049 2 -1.049 2 230.875 2 17.782 min 0 1 -2.511 1 96.418 1 Company : Garrison Engineering Designer : John C. Raby P.E. Job Number : 01066 25' Wide x 64' Long Tool. Booth - Post Building Envelope Member Deflections, (continued) Member Label Section x Translate Lc y- Translate Lc (n) L/y Ratio Lc M9 M10 in (in Envelope Member Section Forces Member Label Section Axial Lc Shear Lc Moment Lc k k RISA-2D Version 5.5 [CARISA101066- 3.r2d] k October 4, 2001 . 10:03 AM Checked ' By: 0401x. Lip L,F r Page 2 .' • c Et nTats'!f± t , 1 M1 1 max .462 2 0 1 0 1 min 0 1 0 1 0 1 2 max .462• 2 -3.32 2 47.703 1 min 0 1 -7.951 1 19.922 2 M2 1 max 18.337 1 .154 2 2.318 2 min 8.149 2 0 1 0 2 max 17.782 1 .154 2 1.39 2 - min 7.595 2. 0 1 • 0 . 1 M3. 1 max . 17.782 1 .154 2 1.39 2 min 7.595 2 0 1 0 1 2 max 17.493 1 .154 2 0 1 min 7.305 2 0 1 0 1 M4 1 max . -.486 2 .154 2 2.309. 2 min -2.34 1 0 1 0 .1 2 max -1.04. 2 .154 2 1.385 2 • min .. - 2.895. .1 4 1 0 . 1 M5 . 1 max -1.04 2 .154 ' 2 1.385 2 . min -2.895 1 0 1 0 1 2 max -1.33 2 .154 2 0 1 min -3.184 1 0 1 0 1 M6 1 max 28,937 1 - .154 2 2.305 2 • min '12.578 2 0• 1 ' 0 1 2 max 28.383 i : .154 2 .1.383 •2 min 12.02. .2 0 1 0 � 1 2 M7 1 max 28.383 • 1 .154 2 1.383 min 12.022 2 0 1 0 1 2 max 28.094 1 .154 2 0 1 min 11.733 2 0 1 0 1 . M8 1 max .308 2 9.542 1 • 47;703 - ` min • 0 1 3.985 2 19,922' :2 ' 2'. max . .308 _ 2 . -.142 , • . 2 . -8,424 . 2 min 0 • 1' , - 4:058 ». 1 - 20.171. I M9 1 max • .154 2 -1.772 2 -8.424 2 min 0 1 -4.242 1 - 20.171 1 2 max .154 • 2 -6.199 2 132.508 1 min 0 1 V - 14.843 1 55.338 2 M10 1 max ' 0 1 13.251 1 ^ 132.508 . 1 `min 0 1 5 ;534 2 55.338 2 2 max 0 1 •0 Company : Garrison Engineering Designer : John C. Raby P.E. Job Number : 01066 25' Wide x 64' Long Tool. Booth - Post Building Envelope Member Deflections, (continued) Member Label Section x Translate Lc y- Translate Lc (n) L/y Ratio Lc M9 M10 in (in Envelope Member Section Forces Member Label Section Axial Lc Shear Lc Moment Lc k k RISA-2D Version 5.5 [CARISA101066- 3.r2d] k October 4, 2001 . 10:03 AM Checked ' By: 0401x. Lip L,F r Page 2 .' • c Et nTats'!f± t , 1 1 max .002 2 0 1 0 1 0 1 .027 min 0 1 0 1 0 1 0 1 2 max .002 2 -.019 2 -.279 2 .667 1 min 0 1 -.045 1 -.667 1 .279 2 1 max .048 • 1 ' 0 2 0 1 .022 2 min .021 2 0 1 -.022 2 0 1 2 max .047 1 0 ,_ 2 0 1 .013 2 min .02 2 0 1 -.013 2 0• 1 1 max .134 1 .001 2 0 1 .066 2 min .057 2 0 1 -.066 2 0 1 2. max .132 1 .001 2 0 1 0 1 min .055 2 0 1. 0 1 0 1 1 max -.001 2 0 2 . 0 1 min •' -.006 1 0 ' 1 . -.022 ' '2' 0 1 2 m a x - . 0 0 3 ' 2 0 . 2 0 1 .013. ' 2 min -.008 1 .0 1' -.013 .2 0.. • 1 1 max -.008 2 .001 2 0 1 .066 2 min -.022 1 0 1 -.066. 2 0 1 2 max -.01 2 .001 2. 0 1 0 1 min -.024 1 0 1 0 1 0 1 _ 1 max .076 1 0 2 0 1 .022 2 min .033 .2 0 1 -.022 2 0 1 2 max .075 1 0 2 . 0 1 .013 2 . ..min .032 2' . 0 . , -.013 2 0 1 1 max .215 1 .001 2 0 , 1 .065 2 min .091 2 9 1 -.065 2 0 1 2 max .212 1. .001 2 0 1 0 1 min .089 2 0 1 0 1 0 1 1 max .031 . 2 .055 1 -.279 2 .667 . min 0. 1 .023 2 -:667 1 .279 .2 •2 max .001 2 - .003. 2 .282 1 -.118 2 mini 0 1 -.000 , 1 .118 2 -.282 1 1 max 0 2 -.01 2 282 1 -.118 2 min 0 .1 -.024 1 .118 2 -.282 1 2 max 0 2 -.035 2 -.774 2 1.854 1 min 0 1 -.085. 1 -1.854 1 .774 2 1 max 0 1 .076 • 1 -.774 • 2' 1.854 1 min 0 1' . .032.. 2 -1.854 1 .774 2 2 max.. 0 1 0 . 1 0 1 ... 0 .. .1 min 0 .1 . 0 1 0 1 .0 • 11 M1 .346 12 1 .275 12 1 3.9-3 M2 .027 0 4 .007 0 2 3.9.3 M3 .084 0 , 4 .020 0 2 3.9-3 Company Garrison Engineering Designer : John C. Raby P.E. Job Number : 01066 25' Wide x 64' Long Tool Booth - Post Building Envelope Member Section Forces, (continued) Member Label Section Axial Lc Shear Lc Moment (k) (k) I min) • 0 1 1 1 .0 1 1 I 0 1 1 (k) Envelope Member Stresses Member Label Section Axial M1 M2 M3 M5 M6 M7 'M8 M9 M10 ksi Envelope Member NDS Code Checks ft ) Lc RISA 2D Version 5.5 [C:IRISA101066 Shear Bending top Bending bot ksi Lc (ksi) Lc (ksi) Lc Member Label' Code Chk Loc Shear Chk Lac ft Lc Eqn October 4, 2001 10:03 AM Checked By: Message Page 3 M4 .031 0 4 .007 0 2 3.9-1 M5 .093 0 4 .020 0 2 3.9-1 .07 M6 .029 0 4 .007 0 2 3.9-3 • M7 .103 0 4 .020 0 2 3.9-3 1 M8 .346 0 1 • .330 0 1 3.9-3 . M9 .962 16 1 .514. 16 1 3.9-3 M10 .965 0 1 .459 0 1 3.9-3 W1. WOODSIZE 9X24 2.1 1.1 .165 .65 1700 1 .3 .3 .035 W2 HFNORN01_12X12 .925 .825 .07 .85 1300 • 1 .3 . 1 .035 W3 DFIANNOI 4X6 • .85 .5 .095 . 1.4 1600 1 .3 .3 .035 W4 . WOODSIZE20X20 .925 • .825. .07 .85 1300 1 .3 .3 .035 Company : 'Garrison Engineering Designer : John C: Raby P.E. Job Number : 01066 25' Wide x 64' Long Tool Booth Post Building Envelope Member NDS Code Checks; (continued) Member Label Code Chk Loc Shear Chk Loc ( Lc (ft) Lc Eqn . October 4, 2001 10:03 AM Checked By: Wood Material Parameters Wood Set NDS Species Label Database Fb ks i Ft : (ksi Fv ks i Fc ksi Therm Weight E Poisson's Caef. Density ( ksl Cm Cr E mod Ratio • (10"5 F) (k/'f '3 RISA -2D Version 5.5 [C:IRISA101066- 3.r2d] Page 4 ._..,._......... ,.•,....m.....as .,044 eras. ramie ...viwuaXytritrre!4£4 Wur ' ,'1•.r«da "�J7�a;iu'i2;43�Tfi � ... z. Q H re 2 U0 : W i :. + JH. N W O :. 2 W Q = a I- _ Z 1-0 Z F— 0 N; 0 I-- 'W H . U Ox i Z , U — F - 1 ' z M1 M8. M9 M10 4 71*7 77»7 Solution: Envelope Garrison Engineering John C. Raby P.E. 01066 25' Wide x 64' Long Tool Booth - Post Building Code Check I No Calc > 1.0 .90 -1.0 .75 -.90 .50 -.75 0. -.50 October 4, 2001 • 9:51 AM 01066 -3.r2d • Solution: Envelope Member Bending Moments (k ft) Reaction units are k and k ft Garrison Engineering John C. Raby P.E. 01066 25' Wide x64' Long Tool Booth - Post Building October 4, 2001 9:52 AM 01066,3a2d Solution: Envelope Member Bending Moments (k ft) ,Garrison Engineering John C. Raby P.E. 01066 .4 220.2 .4 .4 2.5 25'•Wide x 64' Long Tool Booth - Post Building October 4, 2001 9:53 AM 010663.r2d JECT MANLL f mr?n •-' for i pport Buildings ovember 2001 A r veep' C Jai\ Calvin Jordan Associates, Inc. Architecture Urban Planning Landscape Architecture Since 1970 PROJECT MANUAL for Support Buildings at QUIK PARK an OFF- AIRPORT PARKING FACILITY Tukwila, Washington November 2001 Owner Sterling Realty Organization P.O. Box 91723 Bellevue, WA 98009 Architect Calvin Jordan Associates, Inc. 15049 NE Bel -Red Road Bellevue WA 98007 -4211 tel (425) 643 -3123 fax (425) 643 -4607 J DIVISION 4 - MASONRY NOT USED DIVISION 5 - 05500 DIVISIONS 6 06100 06200 06240 DIVISION 8 - 08100 08210 08360 08630 08710 08810 DIVISION 9 - 09250 09510 09650 09680 09900 INDEX TECHNICAL SPECIFICATIONS Quik Parr'''Ff- Airport Parking Facility Pages DIVISION 2 - SITE 02830 Chain Link Fencing 3 DIVISION 3 - CONCRETE 03300 Cast -in -Place Concrete 13 METALS Miscellaneous Metals 3 - WOODS AND PLASTICS Rough Carpentry 9 Finish Carpentry 4 Plastic Laminate 2 DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07200 Insulation 1 07310 Asphalt Shingles 4 07460 Siding & Trim 3 07620 Sheet Metal Flashing & Trim 2 07920 Sealants & Caulking 2 DOORS AND WINDOWS Hollow Metal Doors and Frames 5 Wood Doors 3 Sectional Overhead Doors 4 Vinyl Windows 2 Finish Hardware 6 Glass and Glazing 5 FINISHES Gypsum Wallboard 4 Acoustical Ceilings 3 Resilient Flooring 2 Carpeting 3 Painting 5 1 DIVISION 10 - 10440 10520 10800 DIVISION 11 - EQUIPMENT NOT USED SPECIALTIES Signage 1 Portable Fire Extinguishers 2 Toilet Accessories 2 DIVISION 12 - FURNISHINGS 12300 Pre - Manufactured Cabinets 3 DIVISION 13 - SPECIAL CONSTRUCTIONS NOT USED DIVISION 14 - CONVEYING SYSTEM NOT USED DIVISION 15 - MECHANICAL 15050 Basic Mechanical Requirements 5 15400 Plumbing 3 15500 Heating, Ventilation and Air Conditioning (HVAC) 3 15800 Air Distribution 4 DIVISION 16 - ELECTRICAL Electrical Specified Elsewhere END OF INDEX Quik Par`Tff- Airport Parking Facility 2 1=' ituu 6 JU .. 0 0 t ND (o uJ . w = co . IL' uj LL Q . I- w` z � 1- 0' z � w u` w W O w z; 0 PART 1 - GENERAL 1.01 General: A. Related Documents: The General Conditions and the Special Conditions shall apply to the work specified in this Section. PART 2 - PRODUCTS 2.01 Materials: A. SECTION 02830 CHAIN LINK FENCING Quick Park Off- Airport Parking Facility CO W O Description of Work: The work of this Section shall include all labor, materials 2 and equipment required to complete the Chain Link Fencing work as shown on Q the Drawings and as specified herein. • a. I- W Work Included: The work of this Section shall include, but is not limited to the z'- H O z � ILI 'a 1. Chain link fencing, slats and gates; v � ; O 2. Miscellaneous bolts, expansion anchors, washers, nuts, screws, etc. = v '. required for the attachment and installation of the chain link fencing items. LL, z LIJ F -- I 0 Z following: • Quality Assurance: General: Provide chain link fence & gates as complete units produced by a single manufacturer, including necessary erection accessories, fittings, and fastenings. 2. Manufacturers Data: Submit to Architect three (3) copies of manufacturer's technical data and installation instructions for all material required. Transmit copy of each instruction to the Installer. Chain Link Fence: 1. Fabric: Shall be #9 gage (0.148 ") steel wire in a 2" mesh, with both top and bottom selvages twisted and barbed, with a breaking strength of 1290 Chain Link Fencing 02830.1 :. i ':u:.:::�ii!i;i:ui.it[:::ir.. �,il:, "i °e':._:fii:.:,57ii�:w-Y'' •'}. 3.01 Installation: PART 3 - EXECUTION A. 2. 3.. 4. 5. 6. Quick Park Off - Airport Parking Facility pounds. Fabric finish shall be galvanized, ASTM A392, Class I, with not less than 1.2 oz. zinc per square foot. Posts and Rails: Shall be schedule 40 steel pipe, top, bottom and brace rails 1 -5/8" O.D., end posts 2 -3/8" O.D. and intermediate posts 2" O.D. Pipe shall be galvanized steel, ASTM Al20, with not less than 1.8 oz. zinc per square foot. Gate: Fabricate gate perimeter frame of pipe members. Provide horizontal and vertical members to ensure proper gate operation and for attachment of fabric, hardware and accessories. Gate hardware: Shall be certified malleable iron, hot dipped galvanized. Hinges shall be of ball and socket design allowing full 180 degree operation. Provide gate latch with provision for padlock by others. Slats: Shall be 1-1/8" wide SolidSlat, gray in color, as manufactured by EnviroEdge (1- 800 -549- 3343), or approved equal. Concrete: Provide concrete consisting of portland cement, ASTM C150, aggregates, ASTM C33, and clean water. Mix materials to obtain concrete with a minimum 28 -day compressive strength of 2,500 psi using at least 4 sacks of cement per cubic yard, 1" maximum size aggregate, maximum 3" slump, and 2% to 4% entrained air. General: Install and attach as per drawings and in accordance with ASTM F567. B. Excavation: Excavate holes to minimum diameters as recommended by fence manufacturer, in firm, undisturbed or compacted soil. C. Unless otherwise indicated, excavate hole depths approximately 3" lower than post bottom, with bottom of posts set not less than 36" below finish grade surface. D. Place concrete around posts and vibrate or tamp for consolidation. Check each post for vertical and top alignment, and hold in position during placement and finishing operations. E. Fabric: Leave approximately 2" between finish grade and bottom salvage, unless otherwise indicated. Pull fabric taut and tie to posts, rails, and tension wires. Chain Link Fencing 02830.2 Quick Park Off- Airport Parking Facility Install fabric on security side of fence, and anchor to framework so that fabric remains in tension after pulling force is released. Gate: Install gate plumb, level, and secure for full opening without interference. Install ground -set items in concrete for anchorage, as recommended by fence manufacturer. Adjust hard for smooth operation and lubricate where necessary. G. Tie Wires: Use U- shaped wire, conforming to diameter of pipe to which attach clasping pipe and fabric firmly with ends at least 2 full turns. Bend wire to minimize hazard to persons or clothing. Fasteners: Install nuts for tension bands and hardware bolts on side of fence opposite fabric side. Peen ends of bolts or score threads to prevent removal of nuts. Slats: Install slats vertically in fabric in accordance with the manufacturer's recommendations. END OF CHAIN LINK FENCING Chain Link Fencing 02830.3 PART 1- GENERAL 1.01 General: A. Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the Concrete work as shown on the Drawings and as specified herein. Work Included: The work of this Section shall include, but is not limited to the following: 1. Section 03300 CONCRETE Quik Park Off- Airport Parking Facility Concrete footings, column footings, bollard footings, foundation walls and stem walls; Concrete floor slabs, including compacted crushed rock, vapor barrier and perimeter insulation; Concrete HVAC equipment pads and trash enclosure pad.. Quality Assurance: Codes and Standards: Comply with the provisions of the following codes, specifications and standards, except as otherwise shown or specified: a. ACI 301 "Specifications for Structural Concrete for Buildings ". b. ACI 311 "Recommended Practice for Concrete Inspection ". c. ACI 318 "Building Code Requirements for Reinforced Concrete ". d. ACI 347 "Recommended Practice for Concrete Formwork ". e. ACI 304 "Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete ". f. Concrete Reinforcing Steel Institute, "Manual of Standard Practice ". Concrete 03300.1 ACI 211, Standard Practices for Selecting Proportions for Normal, Heavyweight, and Mass Concrete. h. ASTM C -94, "Standard Specification for Ready -Mixed Concrete" 2. In case of conflict between the referenced standards, the more stringent requirements shall govern. 3. Workmanship: The Contractor is responsible for correction of concrete work that does not conform to the specified requirements, including strength, tolerances and finishes. Correct deficient concrete as directed by the Architect. g. r4 2 U O 1 co w I 2u w O : u_ < D. a a. Submit to the Architect two (2) copies of manufacturer's printed F = Z i--. H O Z F- b. Shop Drawings: Submit five (5) copies of shop drawings for steel w w: P g () P P g reinforcing indicating all critical dimensions for determining fit o co and placement in the concrete work. All shop drawings must be 0 '— approved prior to fabrication. w — al U = ,. F - Z Submittals: PART 2 - PRODUCTS 2.01 Materials: A. Form Materials: batching and mixing instructions. Quik Park Off - Airport Parking Facility 5. Inspection (By Owner): The Owner may engage the services of a testing agency to conduct inspection and testing of the concrete work and its placement to determine its compliance with these Specifications. The Contractor shall cooperate at all times with testing agency and provide required testing samples and access to all necessary areas of the Work. 1. Forms: Unless otherwise shown or specified, construct all formwork for exposed concrete surfaces with plywood, metal, metal- framed plywood - faced or other acceptable panel -type materials, to provide continuous, straight, smooth, exposed surfaces. Furnish in largest practicable sizes to minimize number of joints. Provide form material with sufficient thickness to withstand pressure of newly placed concrete without bow or deflection. Use overlaid plywood complying with U.S. Product Standard PS -1 "B -B High Density Overlaid Concrete Form ", Class I. Concrete 03300.2 . ,'r::L11il 4 }.,lr Y: «ev:YU tltii(.l.ifi:lA..;. ?ri:t.'A: nj - -7 Quik Park Off - Airport Parking Facility 2. Form Coatings: Provide commercial formulation form - coating compounds that will not bond with, stain, nor adversely affect concrete surfaces, and will not impair subsequent treatments of concrete surfaces requiring bond or adhesion, nor impede wetting of surfaces to be cured with water or curing compound. Reinforcing Materials: 1. Reinforcing Bars: Deformed steel bars, ASTM A615, Grade 60, f 60,000 PSI. Exceptions shall be column ties, bars to be field bent, and any other bars specifically so noted on the drawings shall be Grade 40, f,,= 40,000 psi. 2. Welded Wire Mesh: Welded plain cold -drawn steel wire fabric, ASTM A185. 3. Steel Wire: ASTM A82, Plain cold -drawn steel. 4. Supports for Reinforcement: Provide supports for reinforcement including bolsters, chairs, spacers and other devices for spacing, supporting and fastening reinforcing bars in place. Use wire bar type supports complying with CRSI recommendations, unless otherwise specified. Wood, brick and other devices will not be acceptable. Concrete Materials: 1. Portland Cement: ASTM C150, Type 1 -A, unless otherwise acceptable to the Architect. Use only one brand of cement throughout the project. 2. Aggregates: ASTM C33, and as herein specified. Provide aggregates from a single source. Local aggregates not complying with ASTM C33 but which have shown by special test or actual service to produce concrete of adequate strength and durability may be used when acceptable to the Architect. 3. Water: Clean, fresh, drinkable. 4. Air- Entraining Admixture: ASTM C260. 5. Superplasticizer: Shall be WRDA 19 Water - Reducing Admixture, complying with ASTM C494, Type A as manufactured by W.R. Grace Concrete Products, or approved equal. Calcium chloride will not be permitted in concrete, unless otherwise authorized in writing Architect. Concrete 03300.3 •:.^4r140 g1-) °�:�N2YL�`.:: Fo:'Y;xkZb4�:CSa- d�iii4s Z 6 0 0 0 w = O ` w � g J. u. _w Z I- O ZI- LL! uj • o o co O o 1— w w H U O LLi Z 0 0 ~ Z v D. Curing Materials: Proportioning and Design of Mixes: 1. Liquid Curing and Sealing Compounds: Shall conform to ASTM C309. Curing compounds shall be specifically designed to not inhibit adhesion of various floor finishes. Do not use liquid curing compounds where z hardeners/sealers are specified to be used. : 1 1.- z ur • ct 2 2. Sheet Materials: Shall conform to ASTM C171. 6 m _1 0 00 u) (3 co w • tu I ...I 1- CO u. 1. Perimeter Insulation: Shall be 2" thick Styrofoam brand Square Edge, ui 0 rigid, extruded polystyrene board, meeting ASTM C578, Type IV, with a 2 total R-value of 11, as manufactured by The Dow Chemical Company, or n approved equal. co — a i Z 1.- 2. Expansion Joint: Shall be 1/2" thick fiber board pre-molded expansion I- 0, joint. z I- ILI Lu 2 D, D Q 3. Compacted Crushed Rock: Shall be manufactured from ledge rock, talus, — or gravel. 5/8"minus in size. The materials shall be uniform in quality and C 0 I substantially free from wood, roots, bark, and other extraneous material. ILI L u I 0 4. Vapor Barrier: 6 Mil. thick clear polyethylene film, type recommended z for below grade application. 0 —I 0 5. Concrete Sealer - Interior: Shall be Lapidolith chemical hardener and z , Penetrating Sealer 20 as manufactured by Sonneborn Building Products Div., or approved equal. • E. Related materials: Quik Park Off-Airport Parking Facility 1. Design mixes to provide concrete with the following properties, as indicated on drawings and schedules: a. Concrete (Footings, Foundation, Floor Slabs and Walls): Concrete shall attain a 28 day strength of f = 3,000 psi and mix shall contain not less than 6 sacks of cement per cubic yard, nor more than 6 gallons of water per sack of cement. 2. Admixtures: Use air-entraining admixture in all concrete exposed to weather, unless otherwise shown or specified. Add air-entraining admixture at the manufacturer's prescribed rate to result in concrete at the point of placement having air content within the following limits (± 1%): Concrete 03300.4 n PART 3 - EXECUTION 3.01 General: A. 5% for 1/2" to 2%2" aggregate. 6% for 3/4" to 1" aggregate. 7% for 3/8" to 1/2" aggregate. Use admixtures for water- reducing and set - control in strict compliance with the manufacturer's directions. Use amounts of admixtures as recommended by the manufacturer for climatic conditions prevailing at the time of placing. Adjust quantities and types of admixtures as required to maintain quality control. 3. Slump Limits: Proportion and design mixes to result in concrete slump at the point of placement for the following limits: Floor slabs: Footings & Walls: 3" min., 4" max. 4" min., 5" max. Quik Park Off - Airport Parking Facility Ready -Mix Concrete: Comply with the requirements of ASTM C94, and as herein specified. Delete the references for allowing additional water to be added to the batch for material with insufficient slump. Addition of water to the batch will not be permitted. (Additional water may be added at the site if the quantity added is included in the total quantity of water required as a part of the design mix and is approved by the Architect) During hot weather, or under conditions contributing to rapid setting of concrete, a shorter mixing time than specified in ASTM C94 may be required. Site Conditions: The rough grading for the building pad has been completed by others. The building pad is approximately 10" (± 0.83 foot) below finished floor. The Contractor may assume the pad has been placed in accordance with the requirements of these Specifications, with the specified structural fill material, and compacted to 95% of the maximum dry density as defined and determined by the American Society of Testing and Materials (ASTM), Designation D -698 (Standard Proctor). Concrete 03300.5 .. » . v:. u,. u.'. h. �i:.:. 3:, a; u1, a:,::.: �cSJt7�i: L`:" s• , tWe':a:jS�ati:a'c::;ti 1 i'i.� ' v fv:i J'4a 1 ie.7bJ:i•iHG� • w`'�iii'� v Preparation: Quik Park Off - Airport Parking Facility 1. To minimize differential settlement it is essential that earth surfaces, upon which footings or slabs will be placed, be compacted to the approval of the Architect and in accordance with the compaction requirements established in Section 3.11 of this Specification. 2. Verify that all compaction is complete and approved prior to placing compacted crushed rock or excavation for footings. Excavation: Excavate to the established lines and grades. Remove all loose soil. Where soft spots are encountered, remove all defective material and replace with lean concrete at no additional cost to the Owner. A. Design, erect, support, brace, and maintain formwork to support vertical and lateral loads that might be applied until such loads can be supported by the concrete structure. Construct formwork so concrete members and structures are of correct size, shape, alignment, elevation and position. Design formwork to be readily removable without impact, shock, or damage to cast -in -place concrete surfaces and adjacent materials. Construct forms complying with ACI 347, to sizes, shapes, lines, and dimensions shown; and to obtain accurate alignment, location, grades, level, and plumb work in finished structures. Provide for keyways, recesses, screeds, sleeves, anchorages, and inserts, and other features required in work. Use selected materials to obtain required finishes. Solidly butt joints and provide back up at joints to prevent leakage. B. Form Ties: Factory- fabricated, adjustable - length, removable or snap -off metal form ties, designed to prevent form deflection, and to prevent spalling concrete surfaces upon removal. Provisions for other Trades: Provide openings in concrete formwork to accommodate work of other trades. Determine size and location of openings, recesses and chases from trades providing such ties. Accurately place and securely support items built into forms. D Cleaning: Thoroughly clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt or other debris just before concrete is placed. Concrete 03300.6 w • re 00 to 0 W = J H. w O 11: � z z ° g D . 'O U f- LL .. z • U =• 3.03 Reinforcement: 3.04 Joints: Quik Park Off- Airport Parking Facility A. Placing Steel Reinforcement: Comply with the specified codes and standards, and Concrete Reinforcing Steel Institute's details and methods of reinforcement placement and supports, and as herein specified. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials that reduce or destroy bond with Q concrete. Accurately position, support, and secure reinforcement against w displacement by formwork, construction, or concrete placement operations. 6 n Locate and support reinforcing by metal chairs, runners, bolsters, spacers, and c v o hangers, as required. Place reinforcement to obtain at least the minimum u ° coverages for concrete protection. Arrange, space and securely tie bars and bar J I " supports to hold reinforcement in position during concrete placement operations. LL . Set wire ties so ends are directed into concrete, not toward exposed concrete w o surfaces. Do not place reinforcing bars more than 2" beyond the last leg of g continuous bar support. Do not use supports as bases for runways for concrete a- < conveying equipment and similar constructions loads. = 3 = Concrete protection (cover) for reinforcing steel shall be as follows: ? p w w Footings and other unformed surfaces, earth face 3" 2 o Formed surfaces in direct contact with earth 2" p Beams, Columns, and surfaces exposed to weather 1/2" ° Slabs and Walls (Interior face) 3 /a" v • 0 . U -. A. Construction Joints: Locate and install construction joints, which are not shown 0 I— on the drawings, so as not to impair the strength and appearance of the structure, as acceptable to the Architect. B. Control Joints: Shall be by one of the following methods: 1 Saw Cut: Control joints shall be cut into uncured concrete using a concrete saw. Control joints shall be cut a 1/8" wide by 1- 1/4" deep at intervals as indicated on the Drawings. The resulting panels shall be approximately square. Caulk in accordance with the provisions of Section 07920. 2 Pre - Molded Control Joints: Shall be "Zip Strip" pre - molded control joints. Concrete 03300.7 ti , 3i• 3.05 Miscellaneous Materials: 3.06 Concrete Pouring: Quik Park Off - Airport Parking Facility A. Placing Compacted Crushed Rock: Carefully place and compact the crushed rock in areas to receive concrete slabs on grade, uniformly attaining the thickness indicated on the Drawings, and providing all required transition planes. z B. Perimeter Insulation: Insulation shall be installed with mastic in locations shown on Drawings in accordance with Manufacturer's recommendations. y 0 LIJ C. Embedded Metal: Miscellaneous metal to be embedded in concrete shall be j F. placed accurately and held in correct position while the concrete is placed. The ' cn u surfaces of metalwork in contact with or embedded in concrete shall be thoroughly cleaned of all rust, dirt, grease, loose scale, grout, mortar, and other foreign matter. All metalwork shall have proper fit and shall be job measured a` where necessary. = d _' O tu zI A. Concrete Placement: n o .. O 2 1. Pre - Placement Inspection: Before placing concrete, inspect and complete the formwork installation, reinforcing steel, and items to be embedded or • . • Ill v cast -in. Thoroughly wet wood forms immediately before placing 0 concrete, as required where form coatings are not used. iii Z' U N. 2. General: Comply with ACI 304, and as herein specified. Deposit concrete z continuously or in layers of such thickness that no concrete will be placed on concrete which has hardened sufficiently to cause the formation of seams or planes of weakness within the section. If a section cannot be placed continuously, provide construction joints as herein specified. Deposit concrete as nearly as practicable to its final location to avoid segregation due to rehandling or flowing. 3. Placing Concrete in Forms: Deposit concrete in forms in horizontal layers not deeper than 24 ", and in a manner to avoid inclined construction joints. Where placement consists of several layers, place each layer while preceding layer is still plastic to avoid cold joints. Consolidate placed concrete by mechanical vibrating equipment supplemented by hand - spading, rodding or tamping. Use equipment and procedures for consolidation of concrete in accordance with the recommended practices of ACI 304, to suit the type of concrete and project conditions. Do not use vibrators to transport concrete inside of forms. Insert and withdraw vibrators vertically at uniformly spaced locations not farther than the visible effectiveness of the machine. Place vibrators to rapidly penetrate the placed layer of concrete and at least 6" into the preceding layer. Do Concrete 03300.8 rw.zx�crtKwe�.pr�s�a,:wsvae 1 3.07 Finishing: A. Monolithic Slab Finishes: Quik Park Off - Airport Parking Facility not insert vibrators into lower layers of concrete that have begun to set. At each insertion limit the duration of vibration to the time necessary to consolidate the concrete and complete embedment of reinforcement and other embedded items without causing segregation of the mix. 4. Placing Concrete Slabs: Deposit and consolidate concrete slabs in a continuous operation, within the limits of construction joints, until the placing of a panel or section is completed. Consolidate concrete during placing operations so that concrete is thoroughly worked around reinforcement into corners. Bring surface to the correct level with a straightedge and strikeoff. Use bull floats or darbies to smooth the surface, leaving it free of humps or hollows. Do not sprinkle water on the plastic surface. Do not disturb the surfaces prior to beginning finishing operations. Maintain reinforcing in the proper position during concrete placement operations. 5. Cold Weather Placing: Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures, in compliance with ACI 306, and as herein specified. When air temperature has fallen to, or is expected to fall below 40° F., uniformly heat all water and aggregates before mixing as required to obtain a concrete mixture temperature of not less than 50 °, and not more than 80° F. at point of placement Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. Do not use calcium chloride, salt and other materials containing antifreeze agents or chemical accelerators, unless otherwise accepted in writing by the Architect. 1. Float Finish: Apply float finish to monolithic slab surfaces that are to receive trowel finish. After screening and consolidating concrete slabs, do not work surface until ready for floating. Begin floating when surface water has disappeared or when concrete has stiffened sufficiently to permit operation of power -driven floats, or both. Consolidate surface with power -driven floats, or hand - floating if area is small or inaccessible to power units. Check and level surface plane to a tolerance not exceeding 1/4" in 10' when tested with a 10 foot straightedge. Cut down high spots and fill low spots. Uniformly slope surfaces to drains. Immediately after leveling, refloat surface to a uniform, smooth, granular texture. Concrete 03300.9 ;i`t� ' ts'"t tr ig asz. % Quik Park Off - Airport Parking Facility 2. Trowel Finish: Apply trowel finish to monolithic slab surfaces that are to be covered with resilient flooring. After floating, begin first trowel finish operation using a power- driven trowel. Begin final troweling using a power- driven trowel. Begin final troweling when surface produces a ringing sound as trowel is moved over surface. Consolidate concrete surface by final hand - troweling operation, free of trowel marks, uniform in texture and appearance, and with a surface plane tolerance not exceeding 1/8" in 10 feet when tested with a 10 foot straightedge. Slope to drains as noted on drawing. 3. Non -Slip Broom Finish: Apply non -slip broom finish to exterior stairs. Immediately after trowel finishing, slightly roughen concrete surface by brooming with fiber bristle broom perpendicular to main traffic route. Concrete Curing and Protection: 1. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperature, and maintain without drying at a relatively constant temperature for a period of time necessary for hydration of cement and proper hardening. Provide protection for freshly placed concrete to prevent acts of vandalism. Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing. Weather permitting, keep continuously moist for not less than 72 hours. Begin final curing procedures immediately following initial curing and before concrete has dried. Continue final curing for at least 7 days and in accordance with ACI 301 procedures. Avoid rapid drying at end of final curing period. 2. Curing Methods: Perform curing of concrete by moist curing or moisture- retaining cover, as herein specified. Do not use membrane curing compounds on surfaces. a. Provide moist curing by following methods: Keep concrete surface continuously wet by covering with water. Continuous water -fog spray. Covering Concrete surface with specified absorptive cover, thoroughly saturating cover with water and keeping continuously wet. Place absorptive cover to provide coverage of concrete surfaces and edges, with 4" lap over adjacent absorptive covers. Concrete 03300.10 W re J0 00 N 0 w= J � uW 0 u_ cn ul z z D U 0 LU co o }-- ui • w, u- F' ..z 0 z 3.08 Removal of Forms: A. Removal of Forms: 1. Formwork for foundation walls may be removed after cumulatively curing at not less than 50° F., for 24 hours after placing concrete, provided concrete is sufficiently hard so it will not be damaged by form removal operations, and provided that curing and protection operations are maintained. . Reuse of Forms 3.09 Concrete Repair: A. Miscellaneous Concrete Items: Quik Park Off - Airport Parking Facility b. Provide moisture- retaining cover curing as follows: Cover concrete surfaces with moisture- retaining cover for curing concrete, placed in widest practicable width with all edges lapped at least 3" and sealed by waterproof tape or adhesive. Immediately repair any holes or tears during curing period using cover material and waterproof tape. c. Unformed Surfaces: Initially cure unformed surfaces, such as slabs, by moist curing. Final cure unformed surfaces, unless otherwise specified, by methods specified above, as applicable. 1. Clean and repair surfaces of forms to be reused in the work. Split, frayed, delaminated or otherwise damaged form facing material will not be acceptable. Apply new form coating compound material to concrete contact form surfaces as specified for new formwork. 2. When forms are extended for successive concrete placement thoroughly clean surfaces, remove fins and laitance, and tighten forms to close joints. Align and secure joints to avoid offsets. 1. Filling -In: Fill -in holes and openings left in concrete structures for passage of work by other trades, unless otherwise shown or directed, after work of other trades is in place. Mix, place, and cure concrete, as herein specified, to blend with in -place construction. Provide other miscellaneous concrete filling shown or required to complete the work. Concrete 03300.11 B. Concrete Surface Repairs: Quik Park Off - Airport Parking Facility 1. Patching Defective Areas: Repair and patch defective areas with cement mortar immediately after removal of forms, but only when acceptable to Architect. Cut honeycomb, rock pockets, and voids over 1/2" diameter, and holes left by tie rods and bolts, down to solid concrete, but in no case to a depth of 6 v less than 1 ". Make edges of cuts perpendicular to the concrete surface. c) 0 0 Before placing cement mortar, thoroughly clean, dampen with water, and ' w i brush -coat the area to be patched with neat cement grout. -' 1 w 0 2. Repair of Unformed Surfaces: Test unformed surfaces, such as 2 monolithic slabs, for smoothness and to verify surface plane to tolerances u. Q. specified for each surface and finish. Correct low and high areas as herein c a specified. Test unformed surfaces sloped to drain for trueness of slope, in Z = addition to smoothness, using a template having required slope. !- 1— 0, z 1- Repair finished unformed surfaces that contain defects that adversely ? o affect durability of concrete. Surface defects, as such, include crazing, o N cracks in excess of 0.01" wide or which penetrate to reinforcement, o spalling, pop -outs, honeycomb, rock pockets, and other objectionable w w conditions. v ' L I O z Correct high areas in unformed surfaces by grinding, after concrete has v N cured at least 14 days. Correct low areas in unformed surfaces during, or 0 H immediately after completion of surface finishing operations by cutting Z out low areas and replacing with fresh concrete. Finish repaired areas to blend into adjacent concrete. Proprietary patching compounds may be used when acceptable to Architect. Repair defective areas, except random cracks and single holes not exceeding 1" diameter, by cutting out and replacing with fresh concrete. Remove defective areas to sound concrete with clean, square cuts and expose reinforcing steel with at least 3/4" clearance all around. Dampen concrete surfaces in contact with patching concrete bonding agent. Place patching concrete before grout takes its initial set. Mix patching concrete of same materials to provide concrete of the same type or class as original concrete. Place, compact, and finish to blend with adjacent finished concrete. Cure in the same manner as adjacent concrete. Repair isolated random cracks and single holes not over 1" in diameter by dry-pack method. Groove top of cracks and cut -out holes to sound Concrete 03300.12 iY[ii:lilU'N ' 3.10 Sealing of Concrete: A. Backfilling: A. Exterior: Seal exterior exposed concrete slabs with sealer in strict accordance with Manufacturer's recommendations. 3.11 Backfilling and Compaction: concrete and clean off dust, dirt and loose particles. Dampen cleaned concrete surfaces and brush with neat cement grout coating. Place dry- pack before cement grout takes its initial set. Mix dry-pack, consisting of one part Portland Cement to 2 -1/2 parts fine aggregate (passing a No. 16 mesh sieve) using only enough water as required for handling and placing. Compact dry-pack mixture in place and finish to match adjacent concrete. Keep patched areas continuously moist for not less than 72 hours. Repair methods not specified above may be used subject to acceptance of the Architect. 1. In all excavations, use satisfactory excavated or borrowed material that has been sampled, tested and approved. Place backfill and fill materials in layers not more than 8" in loose depth for material compacted by heavy compaction equipment and not more than 4" in loose depth for material compacted by hand operated tampers. 2. Place backfill and fill materials evenly adjacent to structures, to the required elevations. Take care to prevent wedging action of the backfill against structures by carrying the material uniformly along the structure to approximately the same elevation in each lift. Compaction: Compact each layer of backfill and structural fill material at 95% maximum dry density in accordance with ASTM D1557. END OF CONCRETE Quik Park Off - Airport Parking Facility Concrete 03300.13 -I C.) U 00 wI J w 0 ga . a_ I F_ tu z �.. 1- 0 z � 11J uj O N1 w H U!. -o ui U N ;. O z PART 1 - GENERAL 1.01 General: PART 2 — PRODUCTS Section 05500 MISCELLENOUS METALS Quik Park Off - Airport Parking Facility A. Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the metal pipe, metal railing and miscellaneous metal work as shown on the Drawings and as specified herein. Codes and Standards: AISC "Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings "; AWS "Structural Welding Code "; comply with applicable provisions unless otherwise indicated. Shop Drawings: Show complete details and instructions for fabrication, - assembly, and installation. Furnish anchor bolts required for installation in other work; furnish templates for bolt installation. Inserts and Anchorages: Furnish inserts and anchoring devices to be built into other work for installation of miscellaneous metal items; coordinate delivery to job site to avoid delay. 2.01 Materials: A. Steel Plates, Shapes, Bars: ASTM A 36. B. Cold- Formed Steel Tubing: ASTM A 500, Grade B. C. Steel Pipe: ASTM A 53, Type E or S, Grade B. D. Structural Cold- Rolled Steel Sheets: ASTM A 570. E. Galvanized Structural Steel Sheets: ASTM A 446, Coating Designation G90. F. Galvanizing: ASTM A 386 for assembled products; A 153 for iron and steel hardware. Miscellaneous Metal 05500.1 - PART 3 - EXECUTION 3.01 Fabrication: A. flush. L _ co L 2. Form exposed connections with hairline, flush joints; use concealed - uu 0 fasteners where possible. u- Q. B. Rough Hardware: Furnish custom fabricated bolts, plates, anchors, hangers, d dowels, and other miscellaneous steel and iron shapes for framing and supporting i- _ :. and anchoring woodwork. F. i- t- 0 z 1. Galvanize, unless otherwise indicated. 111 � • o Bearing Plates: Provide for steel items bearing on masonry or concrete, as o o i- shown. Drill plates to receive anchor bolts. • w 1. Galvanize after fabrication. O. w z , Miscellaneous Framing and Supports: Provide as required to complete work and i / 7 ' not included with structural steel framework. Fabricate of welded construction in as large units as possible; drill and tap as required to receive hardware and similar items. Include required anchors for building into other work; spaced not more than 24" o.c. Quik Park Off - Airport Parking Facility General: Use materials of size and thickness shown or, if not shown, of required , size, grade and thickness to produce strength and durability in finished product. 1 z Shop -paint all items not specified to be galvanized after fabrication. 6 g JU 1. Weld corners and seams continuously; grind exposed welds smooth and - w o .: co w Miscellaneous Steel Trim: Fabricate to shapes and sizes as required for profiles shown; continuous welded joints and smooth exposed edges. Use concealed field splices wherever possible. Provide cutouts, fittings, and anchorages; coordinate assembly and installation with other work. Steel Pipe Railings: Fabricate to dimensions shown, with smooth bends and welded joints using 1 -1/2" steel pipe, unless otherwise shown. Secure posts and rail ends to building construction and grating as indicated. 1. Galvanize steel railings, including pipe, fittings, brackets, fasteners and other ferrous metal components. Miscellaneous Metal 05500.2 2�: ::r Jr�aeclt. rireorriv 3.02 — Installation: Quik Park Off - Airport Parking Facility Steel Pipe Bollards: Fabricate to dimensions shown, using 6" steel pipe, unless otherwise shown. Secure posts as indicated. General: Perform cutting, drilling and fitting required for installation; set work accurately in location, alignment and elevation, measured from established lines and levels. Provide anchorage devices and fasteners where necessary for installation to other work. Touch -up shop paint after installation. Clean field welds, bolted connections and abraded areas, and apply same type paint as used in shop. Use galvanizing repair paint on damaged galvanized surfaces. END OF METAL FABRICATIONS Miscellaneous Metal 05500.3 tMP/�rMiOT'PYl6PMOWa'�A W NkMRML1i .�Yna- l.M�+.+mrcnw�vn«.+*t PART 1- GENERAL 1.01 General: Section 06100 ROUGH CARPENTRY Quik Park Off - Airport Parking Facility A. Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the Rough Carpentry work as shown on the Drawings and as specified herein. Work Included: The work of this Section shall include, but is not necessarily limited to the following: Wood framing for walls, ceilings & roofs; Backing for mounting toilet accessories; Roof & wall sheathing; Glued laminated beams; Pre - fabricated wood roof trusses; Wood columns, beams and headers; Framing anchors & beam seats; Glu -Lam connectors, anchors, accessories; Wood grounds, nailers, blocking, backing, furring, ledgers and sleepers; Related Work Specified Elsewhere: 1. Interior Trim: Section 06200 — Finish Carpentry 2. Exterior Trim: Section 07460 — Wood Siding & Trim 3. Plywood Soffits & Plywood Siding: Section 07460 — Wood Siding & Trim Quality Assurance: 1. Lumber Standard: Comply with PS 20, except as otherwise indicated. 2. Sheathing Standard: Comply with PS 1 except as otherwise indicated. Factory-mark each piece of sheathing with type, grade, mill and grading agency, except omit marking from surfaces to be exposed with transparent finish or without finish. 3. Glu -Lam Standard: Except as otherwise indicated, comply with PS 56 "Structural Glue Laminated Timber ", including applicable reference standards cited therein. 4. Glu -Lam Manufacturer Qualification: Provide factory-glued timber units, Rough Carpentry 06100.1 • } E. Submittals: Quik Park Off - Airport Parking Facility produced by an AITC- licensed firm, qualified to apply the AITC "Quality Inspected" mark, and operating in compliance with AITC 200 "Inspection Manual ". Glu -Lam Manufacturer's Data: Submit four (4) copies of Manufacturer's specifications and installation instructions for the required work, covering lumber, adhesives, fabrication process, treatments, accessories and protection. Indicate by copy of transmittal form that the Installer has received a copy. 2. Shop Drawings: Submit four (4) copies of shop drawings for glu -lam beams and pre - fabricated wood roof trusses indicating all critical dimensions for determining fit and placement in the building, design loading, and installation recommendations. Truss drawings shall bear the stamp of a professional Engineer registered in the State of Washington. All Shop Drawings shall be approved prior to fabrication. Two (2) sets of shop drawings for pre- fabricated wood roof trusses shall be submitted to Mechanical Engineer for review for conflicts with ductwork. Fabrication of trusses shall not begin until Mechanical Engineer has reviewed and approved pre- fabricated wood roof trusses for compatibility with ductwork. Product Handling: Keep materials dry during delivery and storage. Protect against exposure to weather and contact with damp or wet surfaces. Stack lumber and plywood, and provide air circulation within stacks. Keep glued laminated beams dry during delivery, storage, handling and erection. Maintain the factory- applied protective covering in weather -tight condition, or by applying other weathertight protection, until the building enclosure is completed to the extent necessary for protection of interior Glu -Lam Beam work, and until final finishing of exterior work is ready to proceed. Do not store Glu -Lam Beams in areas of either excessively high or excessively low relative humidity; comply with Manufacturer's instruction. Job Conditions: 1. Installer must examine the supporting structure provided by others and the conditions under which the carpentry work is to be installed, and notify the General Contractor in writing of conditions detrimental to the work. Do not proceed with the installation until unsatisfactory conditions have been corrected in a manner acceptable to the Installer. 2. Coordination: Fit carpentry work to other work; scribe and cope as Rough Carpentry 06100.2 PART 2 - PRODUCTS 2.01 Materials: A. z 6 -J C.) V 0 co 0 Ili N w w O ga w a 2. Provide seasoned lumber with 19% maximum moisture content at time of w a . _ . z 3. Framing lumber shall be graded and marked in conformance with I-- g w w ; . W.C.L.B. Standard Grading Rules for West Coast Lumber No.16, latest 2 n edition furnish to the following minimum standards: O N . o I- , w w U ui z U - .. O F „. z Lumber - General: Nominal sizes are indicated, except as shown by detail dimensions. Provide actual sizes as required by PS 20, for the moisture content specified for each use. 1. B. Sheathing dressing. Quik Park Off - Airport Parking Facility required for accurate fit. Correlate location of furring, nailers, blocking grounds and similar supports to allow proper attachment of other work. Provide dressed lumber, S4S, unless otherwise shown or specified. Use: Species Grade Fb: 2 X Beams Hem -Fir No. 2 * 1000 Psi 4 X Beams Douglas Fir No. 2 875 Psi 6 X Beams Douglas Fir No. 1 1350 Psi All Other Lumber Douglas Fir No. 2 * Repetitive Member Uses 1. Wall Sheathing: Shall be grade C -D exterior glue or Structural II, exterior glue in conformance with U.B.C. Standard 25 -9 or Grade 2 -M -W Particleboard. See plans for thickness, and nailing requirements. Roof Sheathing: Shall be 5/8" (nominal) 4 -ply T & G APA rated sheathing 32/16, Exposure 1,sized for spacing. C. Glued Laminated Beams: Glued laminated beams shall be produced by one of the following firms: Koppers Co. Inc., Timfab Inc., Georgia - Pacific Corp., or Weyerhaeuser Co. Provide fabricated units of quality required to comply with the AITC standards for the following design requirements: 1. Shall be fabricated in accordance with AITC 117. Each member shall bear an AITC identification mark and shall be accompanied by an AITC certificate of confonnance. All beams shall be Douglas Fir combination Rough Carpentry 06100.3 Top chord live load 40 psf Top chord dead load 12 psf Bottom chord dead load 5 psf Total load 57 psf Quik Park Off - Airport Parking Facility 24F -V4 for simple spans and 24F -V8 for Cantilever and continuous spans. Fe 2 psi, f = 165 psi. Provide wet -use adhesives. Moisture content shall be 16% maximum. Wood bearing or installed within 1" of concrete shall be treated with an approved preservative. Camber all glulam beams to 2,000' radius, unless shown otherwise on the plans. All nails in treated timber shall be galvanized. 2. Appearance grade: Except as otherwise indicated, provide Architectural Appearance grade where exposed, and Industrial Appearance Grade beams where concealed, complying with AITC 110. 3. Seal Coat: After complete fabrication and sanding of each unit, and end - coat sealing, apply a heavy saturation coat of penetrating sealer on all surface of each unit. 4. End -Cut Sealing: Immediately after end - cutting each member to final length, apply a saturation coat of end sealer to ends and other cross -cut surfaces, keeping surface "flood- coated" for not less than 10 minutes. 5. All exterior beams and all beams exposed to moisture shall be pressure treated as specified herein. Pre - fabricated Wood Roof Trusses: Shall be designed by the manufacturer in accordance with the "Design Specifications for Metal Plate Connected Wood Trusses, TPI -78" by the Truss Plate Institute for the spans and conditions shown on the plans. Loading shall be as follows: Wood trusses shall utilize approved connector plates (gangnail or equal). Furnish shop drawings and design calculations (complete with stress diagrams) for approval prior to fabrication. Submitted documents shall bear the stamp of a registered professional engineer in the State of Washington. Provide for shapes, bearing points, girder trusses, intersections, hip and valley framing, etc., shown on the drawings. Provide for all permanent truss bracing and bridging. Truss manufacturer shall supply the Contractor with specific instructions for the installation of temporary bracing of all roof trusses until permanent bracing and sheathing has been installed. F. Glu -Lam Connectors, Anchors, Accessories: Provide fabricated structural steel (ASTM 36) shapes, plates and bars, welded into assemblies of the types and sizes indicated, or if not indicated, Manufacturer's standard units for the timber sizes Rough Carpentry 06100.4 L' �' cv" n i( L , t .. �Jf. isai �A ;.;w+�:i1a`r.1:�,5;1'.'k��i'! y5 Y? l: r' �%: 7it1. ���911T( isJ:, 3L�•: SJ. �aasrlE :k�x2'A:�fX'l;�+s.�.�a,'i;; PART 3 - EXECUTION Quik Park Off- Airport Parking Facility indicated, with steel bolts (ASTM A307), lag bolts (FS FF -B -561), and other standard fasteners as required. 1. Finish: Except as otherwise indicated, finish each assembly and fastener prior to use by hand tool cleaning (SSPC -SP 2), solvent cleaning (SSPC- z SP 1), phosphate pretreatment (SSPC -PT3), and painting with rust- i inhibitive primer (FS TT -P- 57, Type II), 2.0 mils dry film thickness. a Those in contact with masonry shall be hot dip galvanized in accordance u� with ASTM A153. v O G. Timber Fasteners and Anchorages: Provide size and type as indicated and as recommended by applicable standards, complying with applicable Federal uj u_ w O; Specifications for nails, staples, screws, bolts, nuts, washers, and anchoring 2 devices. g u. H. Building Paper: 15# asphalt saturated fiberglass felt, nonperforated, ASTM D226. H. z I. Wood Treatment: f . O z � 1. Preservative Treatment: Where lumber, plywood, engineered lumber (LVL, PSL) or glu -lams are exposed to weather, or in contact with p N concrete or masonry, or are specified herein to be treated, they shall u comply with the applicable requirements of the American Wood Preservers Bureau requirements of the American Wood Preservers Bureau u. ~O (AWPB). Mark each treated item to comply with the AWPB Quality co Mark requirements for the specified requirements. Pressure -treat above H ground items with water -borne preservatives complying with AWPB LP- 0 2. After treatment, kiln dry to a maximum moisture content of 15 %. z 2. Treat indicated items and the following: Complete fabrication of treated items prior to treatment, wherever possible. If cut after treatment, coat cut surfaces with heavy brush coat of same chemical used for treatment. Inspect each piece of lumber or plywood after drying and discard damaged or defective pieces. J. Framing Accessories: Notation on drawings relating to framing clips, joists hangers, post bases, and other connecting devices refer to catalog numbers of connectors manufactured by the Simpson Strong Tie Company, San Leandro, California. Equivalent devices by other manufacturers may be substituted, provided they have ICBO approval for equal loading capacities. K. Vented Blocking: Shall be full depth 2" nominal wood blocking with (3)- 2 -5/8 "" diameter screened holes per blocking for roof framing spaced at 24" o.c. Rough Carpentry 06100.5 • ,. +..•+w...*.n. e: i. i:3t.OrrtOO.'4IINC'HY•Ai.°4Mrun. v.�....,.... .. j • i A. General: Discard units of material with defects which might impair the quality of z . the work, and units which are too small to fabricate the work with minimum joints or the optimum joint arrangement. Set carpentry work accurately to 11J required levels and lines, with members plumb and true and accurately cut and % 3‘ fitted. ....1 C.) 0 0 T w u j Securely attach carpentry work to substrates by anchoring and fastening as shown w i , -J and as required by recognized standards. Use common wire nail, except as otherwise indicated. Select fasteners of size that will not penetrate members , 2 where opposite side will be exposed to view or will receive finish materials. g 11 Make tight connections between members. Install fasteners without splitting of u_ ct u) D wood; pre-drill as required. I a I- i lLI B. Wood Nailers, Blocking, Backing, Furring and Sleepers: -- 0 z I- I/1 ui 1. Provide wherever shown or where required for attachment of other work. 2 D D 0 Form to shapes as shown and cut as required for true line and level of c.) 0 c) work to be attached. Coordinate location with other work involved. 0i— _ Ill u j I 0 2. Attach to substrates as required to support applied loading. Countersink P- 0 bolts and nuts flush with surfaces, unless otherwise shown. z I i i o IS I 1--- 0 I T 3.01 General: 3.02 Wood Framing: A. Wood Framing, General: Quik Park Off-Airport Parking Facility 1. Provide framing members of sizes and on spacings shown and frame openings as shown, or, if not shown, comply with the recommendations of the "Manual for House Framing” of the National Forest Products Association. Do not splice structural members between supports. 2. Anchor and nail as shown, and to comply with the Recommended Nailing Schedule - Table I of the "Manual for House Framing" and other recommendations of the NFPA. 3. Firestop concealed spaces with wood blocking not less than 2" thick, if not blocked by other framing members. Provide blocking at each building story level and at ends of joist spans. 4. Wood Framing details not shown otherwise shall be constructed to the minimum standards of the Uniform Building Code. Minimum nailing, unless otherwise noted, shall conform to Table 23-H-B-1 of the 1997 UBC. Rough Carpentry 06100.6 ii....watak.r.sa • ,••• B. Stud Framing: Quik Park Off - Airport Parking Facility 1. General: Provide stud framing where shown. Use 2 x 4 or 2 x 6 studs as indicated, spaced 16" o.c. with wide face perpendicular to direction of wall or partition. Provide single bottom plate and double top plates 2" thick by width of studs, except single top plate may be used for non -load- bearing partitions. Nail or anchor plates to supporting construction. . Rafter Framing: Construct corners and intersections with not less than three studs. Provide miscellaneous backing and framing as required for support of facing materials, fixtures, specialty items and trim. Provide continuous horizontal blocking row at mid- height of partitions over 8' high, using 2" thick members of same width as wall or partitions. 3. Provide multiple 2 x 12 headers over and double studs each side of all openings in stud bearing walls unless noted otherwise. Frame openings with multiple studs and headers. Provide nailed header members of thickness equal to width of studs. Set headers on edge and support on jamb studs. 4. Provide continuous solid blocking at mid - height of all stud walls over 8' in height. 5. For non - bearing partitions, provide double jamb studs and headers not less than 4" deep for openings 3' and less in width, and not less than 6" deep for wider openings. 1. General: Provide framing of sizes and on spacings shown. Install with crown edge up and support ends of each member with not less than 1-1/2" of bearing on wood or metal, or 3" on masonry. Attach to wood bearing members by metal connectors; frame to wood supporting members with wood ledgers as shown, or if not shown, with metal connectors. Fire -cut members built into masonry (if any). Frame openings with headers and trimmers supported by metal joist hangers; double headers and trimmers where span of header exceeds 4' -0 ". Do not notch in middle third of joists; limit notches to 1/6 -depth of joist, 1/3 at ends. Do not bore holes larger than 1/3 -depth of joist or locate closer than 2" from top or bottom. Provide solid blocking (2" thick by depth of joist) at ends of joists unless nailed to header or band member. 2. Lap members framing from opposite sides of beams, girders or partitions not less than 4" or securely tie opposing members together. Provide solid Rough Carpentry 06100.7 :; swS ls�?rtc:i:�:e«54s *At tutaa Hr%l�i�2fE Quik Park Off- Airport Parking Facility blocking (2" thick by depth of joist) over supports. 3. Provide bridging between rafters where nominal depth -to- thickness ratio exceeds 4, at intervals of 8'. Use bevel cut 1" x 4" or 2" x 3" wood bracing, double crossed and nailed, both ends to joists, or use solid wood bridging 2" thick by depth of rafter, end nailed to rafter. w ul 2 ' 4. Install full depth vented blocking at all bearing points of rafters. v O 0 Ceiling Joists: Provide member size and spacing shown, and as previously . w specified for joist framing. Face nail to ends of parallel rafters. Where principle J co w . ceiling joists are at right angles to rafters, frame as indicated with additional short w 0 joists from wall plate to first joist; nail to ends of rafters and to top plate and nail to long joists or anchor with framing anchors or metal straps. d : z � A. General: Provide trussed rafters where shown. Comply with the applicable z requirements of the NLMA's "National Design Specifications for Stress Graded g w ` Lumber and Its Fastenings" and the Truss Plate Institute's "Light Metal o` Connected Wood Trusses ". o �' wuj B. Fabricate trusses as shown. Use wood materials of the sizes shown and of the LL species and grade specified, or if minimum stress values and "E" value are specified; provide lumber of any species and grade complying with the specified u i N values as published in official grading rules conforming to PS 20 "National o Grading Rule for Dimension Lumber ". Trusses/ Rafters: C. Install full depth vented blocking at all bearing points of trusses. 3.04 Glued Laminated Beams: A. General: Comply with AITC 105 " Recommended Practice for the Erection of Structural Timber Framing ". B. Cutting: Avoid cutting Glu -Lam Beam members, during erection, to the greatest extend possible. Except for fastener drilling and other minor cutting, coat cuts with end sealer as specified for "Fabrication ". 1. Where treated members must be cut during erection, apply a heavy brush coat of the same treatment, complying with AWPA Standard M4. 2. Handle and temporarily support members with protective blocking and slings to prevent surface damage, which will be visible after completion of the work. Rough Carpentry 06100.8 3.05 Sheathing 3.06 Protection: Wall Sheathing: END OF ROUGH CARPENTRY Quik Park Off- Airport Parking Facility 3. Do not remove wrapping on individually wrapped members until it will serve no useful purpose, including protection from the weather, soiling and damage from the work of other trades. Repair damaged surfaces and finishes after completion of erection and removal of wrappings or replace damaged members as directed where damage is beyond satisfactory repair. General: Where approved particleboard is used for sheathing, Contractor shall take necessary measures to insure that material does not get wet. Contractor shall repair or replace any material that, in the opinion of the Architect, has been damaged by exposure to weather. Roof Sheathing: Install panels with 1/8" spacing at end joints and 1/4" spacing at edge joints. Nailing shall be 10d (Common) at 6" o.c. at panel edges and 12" o.c. at intermediate supports. 1. General: Application shall be in accordance with APA's Design /Construction Guide: Residential & Commercial Form E30. Apply sheathing vertically direct to studs or truss framing. Allow 1/8" joint spacing along panel ends and edges. Nail panels as indicated in the Shearwall Schedule on the Structural Drawings. Protection: Advise the General Contractor of requirements for the protection of wood frame construction during the remainder of the construction period. Advise installers of other work of the required limitations on notching and boring holes through wood frame members. Rough Carpentry 06100.9 PART 1- GENERAL 1.01 General: A. 1.02 Quality Assurance: Standing and running trim Counter tops Section 06200 FINISH CARPENTRY Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the Finish Carpentry work as shown on the Drawings and as specified herein. Work Included: The work of this Section shall include, but is not limited to the following: Related Work Specified Elsewhere: 1. Plastic Laminate, Section 06240. 2. Pre- Manufactured Cabinets, Section 12300. Quik Park Off - Airport Parking Facility Quality Standards: Except as otherwise shown or specified, comply with specified provisions of the following: Architectural Woodwork Institute (AWI) "Architectural Woodwork Quality Standards ", 6th Edition, Version 1.0, 1993. B. Job Conditions: The Installer must examine the substrates and conditions under which the work is to be installed; and notify the General Contractor of unsatisfactory conditions. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the Installer. C. Product Delivery, Storage, and Handling: Protect woodwork during storage and handling to prevent damage, soiling and deterioration. Do not take delivery of woodwork, until painting, wet work, grinding, and similar operations which could damage, soil, or deteriorate woodwork have been completed in installation areas. If items must be stored in other than installation areas, due to unforeseen circumstances, store in areas meeting requirements specified for installation areas. Finish Carpentry 06200.1 PART 2 - PRODUCTS 2.01 Materials: A. Wood: 1.03 Submittals ti Quik Park Off- Airport Parking Facility A. Shop Drawings: Submit four (4) copies of shop drawings on all items of architectural woodwork. The woodwork Manufacturer is responsible for details and dimensions not controlled by job conditions and shall show on his shop drawings all required field measurements beyond his control. The Installer and the woodwork Manufacturer shall cooperate to establish and maintain these field dimensions. 2.02 Fabrication: A. General: 1. Standing and Running Trim: Custom Grade II Douglas Fir in accordance with the requirements of AWI Section 100. 2. Counter Tops: Core shall be medium density particleboard conforming to C.S. 236 -66 (type 1 -B -2). See Section 06240 for plastic laminate. 1. Design and Construction Features: Comply with the details shown for profile and construction of architectural woodwork; and, where not otherwise shown, comply with applicable Quality Standards, with alternate details at Fabricator's option, subject to approval by Architect. Measurements: Before proceeding with fabrication of woodwork required to be fitted to other construction, obtain measurements and verify dimensions as required for accurate fit. Quality Standards: For the following types of Architectural woodwork, comply with the indicated standards as applicable. 1. Standing and Running Trim: AWI Section 300, Custom Grade. Fabricate wood trim to dimensions, profiles and details shown. Route or groove reverse side (backed out) of trim members to be applied to flat surfaces, except for members with ends exposed in the finished work. Finish Carpentry 06200.2 PART 3 - EXECUTION 3.01 Execution: A. Preparation: Finish for Architectural Woodwork: 1. General: The color of the finish for pre - finished architectural woodwork shall be as selected by the Architect from Manufacturer's standard finishes. 2. Shop Finishing: To the greatest extent possible, finish Architectural Woodwork at the shop or factory. Defer only the final touch -up, cleaning and polishing for the time after delivery and installation. 3. Preparations for Finishing: Comply with AWI Quality Standards, Section 1500, for sanding, filling countersunk fasteners, back priming and similar preparations for the finishing of Architectural Woodwork, as applicable to each unit of work. 1. Condition woodwork to average prevailing humidity conditions in installation areas prior to installing. 2. Prior to installation of Architectural Woodwork, examine shop fabricated work for completion, and complete work as required, including back priming, and removal of packing. Installation: Quik Park Off- Airport Parking Facility Finishes: All Architectural Woodwork shall be prefinished in accordance with AWI Transparent System Code TR -1, Custom Grade. 1. Install the work plumb, level, true and straight, with no distortions. Shim as required using concealed shims. Install to a tolerance of 1/8" in 8' -0" for plumb and level; and, with 1/16" maximum offsets in revealed adjoining surfaces. 2. Scribe and cut work to fit adjoining work. Refinish cut surfaces or repair damaged finish at cuts. 3. Standing and Running Trim: Install with minimum number of joints possible, using full - length pieces (from maximum length of lumber available) to the greatest extent possible. Miter splice joints, do not butt Finish Carpentry 06200.3 • 3.02 Adjustment, Cleaning, Finishing and Protection: A. Repair damaged and defective woodwork wherever possible to eliminate defects functionally and visually; where not possible to repair properly, replace woodwork. Adjust joinery for uniform appearance. e' Quik Park Off - Airport Parking Facility joint. Stagger joints in adjacent and related members. Cope at returns, miter (do not butt joint) at corners, and comply with Quality Standards for joinery. 4. Anchor woodwork to anchors or blocking built -in or directly attached to substrates. Secure to blocking with countersunk, concealed fasteners, and blind nailing, as required for a complete installation. Attach with adhesive where nailing is not practical. Except where prefinished, matching fasteners heads are required, use fine finishing nail for exposed nailings, countersunk and filled flush with woodwork, and matching final finish where transparent finish is indicated. Countertops: Anchor securely to base units and other support systems as required to provide level base for plastic laminate (See Section 06240). Provide material in as large pieces as possible to minimize joints. Allow joints only over solid support with top surfaces to be flush. B. Clean woodwork on exposed and semi - exposed surfaces. Touch up shop - applied finishes to restore damaged or soiled areas. Complete the finishing work specified as work of this Section, to whatever extent not completed, at the shop or prior to installation of woodwork. Protection: Contractor shall provide protection and maintain conditions necessary to ensure that the work will be without damage or deterioration at the time of acceptance. END OF FINISH CARPENTRY Finish Carpentry 06200.4 J PART 1 - GENERAL 1.01 General: A. Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the Plastic Laminate work as shown on the Drawings and as specified herein. B. Work Included: The work of this Section shall include, but is not limited to the following: Wainscoting on Restroom Walls; Countertops; Backsplash. Related Work Specified Elsewhere: 1. Section 06200 - Finish Carpentry 2. Section 12300 - Pre - Manufactured Cabinets PART 2 - MATERIALS 2.01 Materials: A. Plastic Laminate: Section 06240 PLASTIC LAMINATE 1. Plastic Laminate for Counter Tops: General Purpose Type, Federal Specification L -P 508H, Style D, Type I, Class I. Quik Park Off - Airport Parking Facility Plastic Laminate for Vertical Surfaces: General Purpose Type, Federal Specification L -P 508H, Style D, Type I, Class II Plastic Laminate Colors and Patterns: Colors and finishes shall be as selected by the Architect for the manufacturer's standard range of colors and fininshes. 4. Manufacturer: The manufacturer of the plastic laminate shall be Pionite, Wilsonart, Nevamar or Formica., or approved equal. Plastic Laminate 06240.1 3.01 General: PART 3 - EXECUTION END OF PLASTIC LAMINATE Quik Park Off- Airport Parking Facility Adhesive: Shall be neoprene or rubber based in solvent or emulsion type contact cement, compatible with plastic laminate and substrate and as recommended by the plastic laminate manufacturer. A. The area in which the work is to be accomplished shall be maintained at not less than 65° F with a relative humidity of not less than 35% and not more than 85 %. Assembly of components shall be accomplished using approved procedures, materials and equipment and the workmanship shall conform to established industry practices, conditions, procedures and recommendations. Install plastic laminate with minimum number of joints possible, using full- length pieces to the greatest extent possible. All areas shall receive plastic laminate, leaving no exposed wood substrate. Plastic Laminate 06240.2 1.01 General: PART 2 — PRODUCTS 2.01 General Building Insulation: PART 3 — EXECUTION 3.01 Installation: Section 07200 INSULATION Quik Park off- Airport Parking Facility A. Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the insulation work as shown on the Drawings and as specified herein. B. Provide insulation thickness indicated, or provide combination of thickness and k -value required to yield the "R" value indicated. Work includes provision of installation where indicated in the drawing. A. Batt Insulation: Preformed glass or mineral fiber batt, FS HH-I-521F, densities of not less than 0.51b /cu.ft. for glass fiber units; K -value of 0.27; flame spread of 25 or less. ASTM E84 (Class A) Type II; Blankets (batts) with a non - reflective vapor barrier membrane covering one principal face: Kraft paper vapor barrier. Installation accessories: as recommended by insulation manufacturer. A. Comply with insulation manufacturer's printed instructions for the installation for each type of thermal insulation. Provide satisfactory anchorage or support for each unit. B. Do not block roof and wall venting system. If there is any doubt of the insulation blocking the venting system contact the General Contractor and Architect. END OF INSULATION Insulation 07200.1 PART 1- GENERAL 1.01 General: 1.03 References: D. Submittals: Section 07310 ASPHALT SHINGLES Quik Park Off- Airport Parking Facility z oC w . J U U O : N 0 . • cn w w = A. Description of Work: The work of this Section shall include all labor, materials N LL and equipment required to complete the Asphalt Shingle work as shown on the uj O' Drawings and as specified herein. 2 g Q; z d 1- _ z o z F- ': 2. Manufacturer's Literature: Material description indicating material 2 D M o; characteristics, performance criteria, limitations and recommended U installation procedures. 01— w w ;. u. O, 1. Section 07620 - Sheet Metal Flashing & Trim. v O 1.02 Quality Assurance A. Applicator /Contractor shall supply Architect with verification of a minimum of five (5) years roofing experience. 1. Samples: Provide two (2) of style selected indicating full range of colors. Related Work Specified Elsewhere: A. ASTM D 3161 -81, Standard Test Methods for Wind Resistance of Asphalt Shingles. ASTM D 3018 -89, Type 1, Specification for Class A Asphalt Shingles Surfaced With Mineral Granules. C. ASTM D 4869 -88, Type II, Standard Specification for Asphalt Saturated Organic Felt Shingle Underlayment Used in Roofing. ASTM D 4586 -86, Type II, Standard Specification for Asphalt Roof Cement, Asbestos Free. Asphalt Shingles 07310.1 1.04 Warranty: Quik Park Off- Airport Parking Facility UL 790, Tests for Fire Resistance of Roof Covering Materials. UL 997, Test for Wind Resistance of Prepared Roof Covering Materials. Residential Asphalt Roofing Manual as published by Asphalt Roofing Manufacturers' Association, July 1989 Issue. A. Manufacturer shall provide a thirty (30) year warranty covering material performance of composition shingles. Warranty shall be based upon full current replacement value and current labor or installation costs. 1.05 Delivery, Storage and Handling A. Roofing material shall be delivered with labels intact in quantities required to assure continuity of application. B. Storage at the job site should be in a covered, ventilated area - maximum temperature 110 degree Fahrenheit. Store on a flat surface, to a height per pallet, as recommended by the manufacturer. Do not store near steam pipes, radiators, etc., or in sunlight. All rolls must be stored on end. C. Bundles should not be dropped on edge nor should attempt be made to separate shingles by "breaking" over ridge or other bundles. This is normally good roofing practice and particularly important at temperatures of 40 degrees Fahrenheit or below. D. Handle carefully. Shingles can be broken in cold weather or their edges damaged in hot weather. PART 2 - MATERIALS 2.01 Materials: A. Asphalt Shingles: Shall be "Oakridge Plus ", as manufactured by Owens - Corning Fiberglas, or approved equal. Color shall be as selected by Architect from Manufacturer's standard color choices. Shingle shall be Factory Laminated consisting of double layers of fiberglass mat, asphalt and granules. B. Underlayment: Shall be Number 301b. ASTM non - perforated organic felt. C. Mineral Surfaced Roll to match composition shingles as manufactured by Owens - Corning Fiberglas, or approved equal. Asphalt Shingles 07310.2 J 3.02 Quik Park Off- Airport Parking Facility D. Edge and Flashing shall be 26 gauge galvanized metal. E. Nails: Hot galvanized or aluminum, 11 or 12 gauge, barbed shank, 3/8" head, sharp pointed conventional, of sufficient length to penetrate through sheathing. F. Plastic Cement: ASTM D4586 -86, Type II. G. Vented Ridge Cap: Shall be the RidgeMaster Plus by Mid - America Building Products or approved equal. PART 3 - EXECUTION 3.01 General A. General: Verify that surfaces to which shingles are to be applied are uniform, smooth, sound, clean, dry and free of irregularities. Verify that installation of metal flashing has been completed. Verify that work of other trades, which penetrate roof deck has been completed. Do not start work until unsatisfactory conditions have been corrected. Do not install underlayment or shingles on wet surfaces. Do not apply shingles when air temperature is below 40 degrees F. Underlayment Installation: A. Apply one layer of underlayment over metal drip edge at eaves using only sufficient fasteners to hold in place. Overlap each successive course a minimum of two (2) inches. Overlap course ends a minimum of four (4) inches. Install metal drip edge over underlayment at the rake. B. All wrinkles and buckles in underlayment must be rendered flat and smooth prior to shingle installation. 3.03 Shingle Installation: Holes or cuts occur during installation in the underlayment, should be repaired prior to shingle installation. A. Shingles shall be nailed not stapled. Locate fasteners six and one - eighth ( 6 1/8) inches from bottom edge of each shingle and one (1) inch from each end, then twelve (12) inches from end nail utilizing a minimum of four (4) nails per shingle. B. Fasten on six and one - eighth (6 1/8) inch nail line to penetrate both shingles. Asphalt Shingles 07310.3 Quik Park Off-Airport Parking Facility C. Fasteners must be of sufficient length to penetrate the minimum of three -fourth (3/4) of an inch. D. Drive fasteners until flush with surface of shingle. Do not cut through shingle with fastener and do not leave fastener protruding above shingle. Z _1-:.. 1- z E. In areas unlikely "hand self -seal down or heavily shaded areas of high wind areas, the j, contractor shall hand tab with the referenced sealant installing a minimum of 6 v three (3) spots per shingle. co o . WI F. Install Hip & Ridge shingles by cutting full Supreme Saver composition shingles -J 1 into three (3) twelve (12) inch by twelve (12) inch Hip & Ridge shingles. w Commence installation at ridge in opposite prevailing wind direction. Fasten Hip 2 shingles on each side with approved fasteners location five and five- eighths (5 j 5/8) inch from exposed end and on (1) inch up from edge. Fasten Ridge shingles = d to ridge vent using Mid - America Building Products manufacturer's recommended f- _ installation guide for location and spacing and nailing requirements. Install all ? I.- Hips in a double application. Cover all exposed nail heads with plastic cement. w O w G. Install valley by centering a 36" wide mineral surfaced roll into valley. Fasten v N . with enough fasteners to hold in place located one inch (1 ") from the edge. Lay o I first course of shingle across valley onto adjoining roof area. Lay first course = v from adjoining roof area twelve (12 ") over valley joint on top of previous course. ,, i-- All laps shall be cemented. Do not place fasteners closer than six inches (6 ") to ui z center line. o ~O F- 3.04 Ridge Cap Installation: A. Install Vented Ridge Cap: Provide 2" wide by 1' -5" long cutout in sheathing on alternating sides of the ridge center at every 2' on center for ventilation per Drawings. Apply felt paper and asphalt shingles up to the open area. Follow RidgeMaster Plus installation guide while installing ridge cap. Use recommended 3" nails w/ min. 1/8" penetration of roof sheathing. Use manufacturer's installation guide for location and spacing of fasteners. Join ridge vents together with interlocking slotted ends to prevent weather and insect infiltration. See ridge shingle installation above. 3.05 Clean Up: A. Clean up wrappers and debris daily and leave completed installation clean and free of scraps, wrappers and other debris. B. Sweep or hose down completed roofing to remove loose or excess granules from roof and gutters. END OF ASPHALT SHINGLES Asphalt Shingles 07310.4 j PART 1- GENERAL 1.01 General: A. Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the Wood Siding & Trim work as shown on the Drawings and as specified herein. Wood Siding Wood Shingles Soffit Venting 1.02 Quality Assurance: PART 2 - PRODUCTS 2,01 Materials: • 1. Section 06100 2. Section 07620 - 3. Section 07920 - 4. Section 09250 - 4. Section 09900 - Section 07460 WOOD SIDING & TRIM Work Included: The work of this Section shall include, but is not limited to the following: Associates Work Specified Elsewhere: — Rough Carpentry Sheet Metal Flashing & Trim Sealants & Caulking Gypsum Wallboard Painting Quik Park Off- Airport Parking Facility 1. Standards: Siding shall be installed in conformance with W.W.P.A. Technical Guide TG -8 Natural Wood Siding 2. Product Handling: Keep materials dry during delivery and storage. Protect against exposure to weather and contact with damp or wet surfaces. Stack siding and provide air circulation within stacks. A. Wood Siding: Shall be Hardiplank Rustic Cedar Lap Siding, factory primed as manufactured by James Hardie, or approved equal. Siding & Trim 07460.1 } B. PART 3 - EXECUTION 3.01 Installation: A. Siding: Quik Park Off- Airport Parking Facility Wood Shingles: Shall be Heritage Straight Edge Shingle Plank, factory primed, as manufactured by James Hardie, or approved equal. Exterior Trim: Shall be rough -sawn tight knot Cedar, sizes as indicated on the Drawings. Building Paper: 15# asphalt saturated fiberglass felt, nonperforated Soffit Venting: Shall be aluminum coated rolled 1/8" mesh screen as manufactured by Northwest Metal Products Co., or approved equal F. Exposed Exterior Plywood: Shall be APA 303- 18 -S/W, ungrooved rough -sawn texture, 1/2" thick, plywood with shiplap edges. 1. General: Application shall be in accordance with W.W.P.A. Technical Guide TG -8 Natural Wood Siding. 2. The wall space to be sided must have building and trim installed in accordance with W.W.P.A. Technical Guide TG -8. All stud centerlines must be located and marked from top to bottom using straight edge or chalk line. Nailing 1 -1/2" into solid wood stud is required. Use only blunt tipped, slender shank, siding nails which are hot - dipped galvanized (not electroplated or tumbled) or stainless steel. Pneumatic nailers require special care to avoid overdriving nails. Use only collated nails, which are hot dipped galvanized or stainless steel. A 22-1/2 degree weather cut at all mid -span butt joints is recommended. Prime all siding end cuts before nailing, using exterior latex solid color stain, or equivalent. Exterior Trim: 1. Install the work plumb, level, true and straight, with no distortions. Install to a tolerance of 1/8" in 8' - 0" for plumb and level. 2. Scribe and cut work to fit adjoining work, and refinish cut surfaces or repair damaged finish at cuts. Siding & Trim 07460.2 3.02 Protection: with manufacturer's instructions. END OF WOOD SIDING & TRIM Quik Park Off- Airport Parking Facility Install with minimum number of joints possible, using full- length pieces (from maximum length of lumber available) to the greatest extent possible. Miter splice joints, do not butt joint. Stagger joints in adjacent and related members. Cope at returns, miter (do not butt joint) at corners. Wood Shingles: Install shingle planks as indicated on the Drawings in accordance w 2 00, • Soffit Venting: Install soffit venting continuously at all soffits as indicated on the cn w Drawings in accordance with manufacturer's instructions. � '. w • Exposed Exterior Plywood: Install plywood with minimum number of joints 2 possible, using full- length pieces to the greatest extent possible. All joints shall have Q ship lapped edges; no butt edges shall be allowed. All joints shall occur over supports and be sufficiently nailed to provide smooth, continuous surface. _ �- O z F- w w A. Protection: Advise the General Contractor of requirements for the protection of the c) siding during the remainder of the construction period. Advise installers of other ; o work of the required limitations on boring holes through siding. w w` u O . _ z , V N: O rz z Painting: See Section 09900 for Painting. Siding must be stained within 90 days of application. If siding cannot be finished within 90 days, completely re -prime with a quality, exterior latex solid color stain in accordance with Section 09900 of these Specifications. Siding & Trim 07460.3 PART 1 - GENERAL 1.01 General: PART 2 - PRODUCTS 2.01 Materials: Section 07620 SHEET METAL FLASHING AND TRIM 1. SMACNA Architectural Sheet Metal Manual. Quik Park Off- Airport Parking Facility A. Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the Sheet Metal Flashing & Trim work as shown on the Drawings and as specified herein. B. Codes and Standards: Comply with the provisions of the following codes, specifications and standards, except as otherwise shown or specified: A. Galvanized Steel: Shall be zinc - coated, conforming to ASTM Designation A -93- 63T, commercial coating class with 1.25 oz. coating per square foot. All galvanized sheet metal shall be No 26 USS gauge. Zinc Alloy: Shall be "Hydro -T- Metal ". Solder: Shall conform to ASTM Designation B32 -60A, alloy grade 50A. Flux: Shall be approved brand of non - corrosive flux or raw muriatic acid killed with zinc. Remove excess flux and neutralize surfaces after soldering. E. Nails, Bolts, Screws, and Rivets: Shall be of type best suited for the purpose and of composition that will not support galvanic action. F. Caulking: All caulking material shall be Dow Corning 790 Building Sealant, General Electric Silicone Construction 1200 Sealant, or approved equal. See Section 07920, Sealants & Caulking. G. Continuous Metal Gutters (Building): Shall be prefinished 0.032" thick aluminum, continuously formed gutters. Color White. Sheet Metal Flashing & Trim 07620.1 PART 3 - EXECUTION 3.01 Execution: Quik Park off-Airport Parking Facility Metal Downspouts: Shall be prefinished 3" x 4" x .024" thick aluminum downspouts. Color White. z ce ay J U UO CO 0 w = J Ili 0' a =w 1- _ .. z �. O ' z I D o o 0 H- = w: 2. Apply all sealants and caulking compound strictly in accordance with 0. Flashings: All flashing furnished and materials used shall comply with the o requirements of the roofing material and the roofing subcontractor, and z. subcontractor installing the exterior siding. A. General: Sheet metal flashing and trim shown on the Drawings is not intended to indicate all locations requiring flashing and trim. The subcontractor shall provide and install flashing and trim as required for complete and watertight structure in accordance with normal and prudent building practices. Workmanship: 1. All workmanship shall be equal to the best of standard practices in modern sheet metal shops. All sheet metal work shall be accurately formed to the dimensions and shapes required. Molded and broken members shall finish with true, straight and sharp lines and angles; and where intercepting each other, shall be coped to an accurate fit and securely soldered. All exposed edges of sheet metal work shall be turned back 1/2" unless otherwise detailed. Manufacturer's instructions. Inspections: The Subcontractor shall carefully examine and, if necessary, test all sheet metal work specified herein, and this Subcontractor shall make all repairs to the work if necessary, leaving it in a condition satisfactory to the Architect. END OF FLASHING AND SHEET METAL Sheet Metal Flashing & Trim 07620.2 PART 1 - GENERAL 1.01 General: PART 2 - PRODUCTS 2.01 Materials: PART 3 - EXECUTION 3.01 Execution: A. Workmanship: Section 07920 SEALANTS & CAULKING Quik Park Off- Airport Parking Facility A. Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the Sealants & Caulking work as shown on the Drawings and as specified herein. Work Included: Priming and caulking expansion joints, control joints, seams, around doors and windows, building penetrations, joints between wood and concrete or masonry construction, and elsewhere as shown, or as necessary to provide weathertight building. Drawings do not indicate all locations requiring sealing or caulking. The subcontractor shall provide sealing and caulking as required for complete and watertight structure in accordance with normal and prudent building practices. A. Sealant: Shall be Silicone Construction Sealants by Corning, General Electric, or approved equal: color to be clear, unless noted otherwise. Backing Material: Shall be expanded closed cell polyethylene for joints other than expansion joints. Primer and Bond Breaker: Shall be as recommended by sealant manufacturer. 1. General: All references to "caulking" in these Specifications and the Drawings shall mean sealing using the sealant as specified in these Specifications. Sealants & Caulking 07920.1 z z 6 mo J o O 0 : N 0 : U) =' J F- w 0 :. 2 LL. a = w z H 0 n o D- o F-, w • w '. 0. w z tt 0 z. Quik Park Off - Airport Parking Facility All caulking work shall be done in accordance with the product manufacturer's printed recommendations and as specified. All surfaces to be caulked shall be cleaned and dry prior to caulking work. Clean metals with aromatic solvent. Apply primer to concrete surfaces. Use nozzle width of proper size to fill joint neatly and completely. Minimum application temperature 40° F. 5. Tool joints smooth with beading tool. Surface of joint shall be slightly below adjacent surfaces. Care shall be taken to prevent smears on adjacent surfaces. Any smears shall be removed immediately. Use masking tape as necessary. Work shall be done prior to painting. Bond Breaker shall be used between sealant and expansion joint material, if recommended by sealant manufacturer. END OF SEALANTS & CAULKING Sealants & Caulking 07920.2 PART 1— GENERAL 1.01 General: Quality Assurance: 1.03 Submittals: Section 08100 HOLLOW METAL DOORS & FRAMES Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the Hollow Metal Doors & Frames work as shown on the Drawings and as specified herein. Related Work Specified Elsewhere: 1. Wood Doors, Section 08200. 2. Finish Hardware, Section 08700. 3. Sealants & Caulking, Section 07920; 4. Wood Doors, Section 08200; 5. Finish Hardware, Section 08710; 6. Painting, Section 09900; 7. Glass & Glazing, Section 08810. Provide hollow metal doors and frames manufactured by a firm with not less than five years' successful experience in the production of this type of work. Provide hollow metal doors and frames as herein specified. Inspection: Prior to installation of the hollow metal doors and frames, carefully examine the existing conditions and verify that the installation may properly commence. Do not install the work until all unsatisfactory conditions have been corrected. Commencement of the work shall constitute acceptance of the existing conditions. A. Manufacturer's Data - Hollow Metal Doors and Frames: For information only, submit three (3) copies of manufacturer's data for fabrication and installation instructions. B. Shop Drawings - Hollow Metal Doors and Frames: Quik Park Off - Airport Parking Facility 1. Submit four (4) copies of shop drawings for the fabrication and installation of hollow metal doors and frames. Include details of each frame type, elevations of door design types, conditions at openings, Hollow Metal Doors & Frames 08100.1 1.04 Delivery, Storage and Handling: A. Deliver hollow metal work cartoned or crated to provide protection during transit and job storage. B. Inspect hollow metal work upon delivery for damage. Minor damages may be repaired only upon approval by Owner. Remove and replace damaged items. PART 2 - PRODUCTS 2.01 Materials: A. Hot - rolled Steel Sheets and Strip: Commercial quality carbon steel, pickled and oiled, comply with ASTM A 569 and ASTM A 568. 2.02 Fabrication - General: tolerances, details of construction, location and installation requirements of finish hardware and reinforcements, and details of joints and connections. Show anchorage and accessory items. Provide shop drawings to hardware supplier. Coordinate fabrication of hollow metal doors and frames for backing and hardware reinforcing placement. Store doors and frames at the building site under cover. Place the units on at least 4" high wood sills or on the floors in a manner that will prevent rust and damage. Avoid the use of nonvented plastic or canvas shelters which could create a humidity chamber. If the cardboard wrapper on the door becomes wet, remove the carton immediately. Provide a 1/4" space between stacked doors to promote air circulation. Cold - rolled Steel Sheets: Commercial quality carbon steel, complying with ASTM A366 or ASTM A620 and ASTM A568. Shop - Applied Paint: For steel surfaces, use rust- inhibitive enamel or paint, either air -drying or baking, suitable as a base for specified finish paints. A. Fabricate hollow metal door and frame units to be rigid, neat in appearance, and free from defects, warp or buckle. Accurately form metal to required sizes and profiles. Wherever practicable, fit and assemble units in the manufacturer's plant. Clearly identify work not permanently factory- assembled before shipment, to assure proper assembly at the project site. Quik Park Off- Airport Parking Facility Hollow Metal Doors & Frames 08100.2 B. Fabricate exposed faces of doors and panels, including stiles and rails of non - flush units, from only cold- rolled steel. C. Fabricate frames, concealed stiffeners, reinforcement, edge channels, and moldings from hot - rolled steel. 2.03 Hollow Metal Doors: Quik Park Off- Airport Parking Facility Fabricate exterior doors, panels and frames from cold - rolled sheet steel. Exposed Fasteners: Unless otherwise indicated, provide countersunk flat patch head security screws. Heads shall be twisted off and ground flush. Finish Hardware Preparation: 1. Prepare hollow metal units to receive concealed finish hardware, including cutouts, reinforcing, drilling and tapping in accordance with final Finish Hardware Schedule and templates provided by hardware supplier. 2. Reinforce hollow metal units to receive hardware items as required by hardware manufacturer. Reinforcing to be of 1/8 ", 3/16" and 3/8" plate steel. Drilling and tapping or surface applied finish hardware may be done at the project site. 3. Locate finish hardware as shown on final shop drawings. Glazing: (If shown on plans) Non - removable minimum 20 gage glazing stops shall occur on the outside of exterior doors and on the secure side of interior doors. Glazing beads on the inside of glass shall be removable. All glazed openings shall comply with ADA requirements. Shop Painting: 1. Clean, treat, and paint exposed surfaces of fabricated hollow metal units, including galvanized surfaces. Clean steel surfaces of mill scale, rust, oil, grease, dirt and other foreign materials before the application of the shop coat of paint. 3. Apply shop coat of prime paint of even consistency to provide a uniformly finished surface ready to receive field- applied paint. A. Hollow Metal Doors: Shall be S.D.I. Grade II, Heavy- Duty, "Imperial ", Full Flush - Composite Construction, with Polyurethane Core, UL Labeled as indicated, A60 galvanized as noted on door schedule, with closer reinforcement Hollow Metal Doors & Frames 08100.3 j 2.04 Hollow Metal Frames: fTh Quik Park off- Airport Parking Facility (if applicable), as manufactured by Ceco Corp., Curries Mfg., Inc., Overly Mfg. Co., Republic Builders Corp., Steelcraft, or approved equal, and shall conform to the following specifications: 1. Steel, in U.S. Standard gauges herein specified: Prime quality cold - rolled, pickled, annealed stretcher leveled steel; free from scale, pitting, rust, surface or internal defects. 2. Foam core, full thickness of door to reduce metallic ring and serve as an insulator. 3. Minimum gauges: A. Frames: Shall be welded, double rabbeted steel frames, UL Labeled as indicated, as manufactured by Ceco Corp., Curries Mfg., Inc., Overly Mfg. Co., Republic Builders Corp., Steelcraft, or approved equal. 1. Frames: Pressed steel frames, where required, shall be constructed of 16 gauge steel. Miters shall be welded their entire length, including rebars, stops and trim and cleaned and ground to present a smooth surface. Welding of trim face miters only is not acceptable. All joints shall be dressed to make them invisible and all fastenings shall be concealed. PART 3 - EXECUTION 3.01 Installation: A. Fabrication & Installation: 12 ga. Hardware reinforcement unless noted otherwise 14 ga. Lock Reinforcement 7 ga. Hinge Reinforcement 18 ga. Face Sheets 2. Anchors: Provide frames with a minimum of three anchors per jamb as required for adjoining wall construction. 1. Use only skilled mechanics and best grade of modern shop and field practice. Seams and joints, including reinforcements shall be welded. Accurately fit and fabricate all parts with surfaces free from warp, wave, buckle or other defects. Corners shall be square, angles sharp, surfaces in proper alignment, and all edges shall be sharp and straight. Welded joints shall be welded full length of joint, tight, and ground smooth and flush with surface of base metal. Exposed joints shall be made invisible. Provide welded back plates at mitered joints. Hollow Metal Doors & Frames 08100.4 ` 3 ' , S'• i'*; ci' 2: d f1:. ::ii;i' " + ' sa " •:; ' ••••r`i,vS,:;«r: y�zr' .Y iW Gkit4: °.s?�C�Msxr„} Quik Park Off- Airport Parking Facility 2. Door shall be constructed from two full flush steel sheets, welded for flush pan assembly. Provide continuous reinforcing channels welded to face sheets at top and bottom of all doors. Close reinforcing channels with steel plates to form top and bottom edges. Welding: Conform to applicable standards of American Welding Society for high grade hollow metal work, with exposed beads g gr p ground smooth. ' 6 � U : Filling: Use mineral filler sparingly to conceal seams, not for concealing defects co O '. g g co 0, in workmanship. w JF.. . Hardware Preparation: Provide concealed reinforcement of sheet or bar steel to w 0 ; receive hardware, etc., for all hardware form templates furnished by the hardware supplier. Drill and tap to template requirements for field installation of hardware. u_ ¢ ; d . Finish: After fabrication and thorough cleaning, bonderize and give all metal I- T. surfaces one shop coat of quality primer. ? E - . z F- Frames: Deliver frames with temporary floor spreaders and do not remove until g n a. nl frames are secured in place. Reinforce, mortise, drill and tap frames at factory as ° D o; required to hardware, provide metal boxes. Provide three holes in jamb 'o �. frame for silencers ill al Z: U N END OF METAL DOORS & FRAMES o -; z Hollow Metal Doors & Frames 08100.5 PART 1- GENERAL z ; a; w: 2, U O A. Description of Work: The work of this Section shall include all labor, materials N0; ' u) w and equipment required to complete the Wood Door work as shown on the Drawings and as specified herein. w N p B. Except as otherwise indicated, provide wood side panels and transom panels (if g Q any) to match wood doors. Where indicated, provide louvers, glass and glazing, = d, and similar items into wood door construction. Finish is specified in Section 9T. w. t- _ z i_ 1. Prefit, premachine and prefinish wood doors at factory or shop, prior to t-- O z 1.- w w n p In addition to manufacturer's product data and instructions, submit samples 1 N representative of each type of door and finish required. I-. re P YP q w w: I v Door Thickness: 1 -3/4" thick, except as otherwise indicated. u_ ~O ` z Provide 2-year warranty, a eein to replace, refinish and reinstall w co , Warranty: Y agreeing P � v defective doors, including doors which have warped or show photographing of z . construction behind face, or noncompliance to tolerance limitations as defined by 1.01 General: NWMA. delivery. PART 2 - PRODUCTS 2.01 Materials: A. Interior Flush Doors: Section 08210 WOOD DOORS Quik Park Off Airport Parking Facility 1. Provide Premium Grade complying with AWI Section 1300 (or, WIC Section20), for transparent finish, with veneer as selected by architect. a. Core: solid core construction. B. Standard Stile and Rail Doors: 1. Provide manufacturer's standard doors of the design indicated; or Ponderosa Pine, Douglas Fir, or Western Hemlock; complying with the Wood Doors 08210.1 - 1 _.`:} D Prefitting and Preparation for Hardware: • J • _J PART 3 — EXECUTION 3.01 Execution: A. Installation: Quik Park Jff- Airport Parking Facility standards of the Ponderosa Pine Woodwork Assoc., or the Fir and Hemlock Door Assoc.; prepared for transparent finish. 2. Use waterproof glue in the construction of stile - and -rail doors for exterior exposure. Shop Finish: 1. Prefinish all wood doors at the door factory of finishing shop. 2. Comply with recommendations of AWI for factory finishing of doors including final sanding with No. 6/0 finishing paper immediately before the first application of finishing materials. a. Provide finishes of the type indicated complying with door manufacturer's applicable standard finish specifications. 1. Prefit and premachine all wood doors at the factory. 2. Comply with the tolerance requirements of NWMA for pre - fitting. Machine doors for hardware requiring cutting of doors. Comply with final hardware schedules and door frame shop drawings and with hardware templates and other essential information required to ensure proper fit of doors and hardware. a. Take accurate field measurements of hardware mortises in metal frames to verify dimensions and alignment before proceeding with machining in the factory. 1. Condition doors to average prevailing humidity in installation area prior to hanging. 2. Hardware: For installation see Section 08710 of these specifications. 3. Manufacturer's Instructions: Install wood doors in accordance with manufacturer's instructions and as shown. Wood Doors 08210.2 Quik Park Off - Airport Parking Facility Prefit Doors: Fit to frames and machine for hardware to whatever extent not previously worked at factory as required for proper fit and uniform clearance at each edge. Clearance: For non -fire doors provide clearances of 1/ 8" at jambs and heads; 1/8" at meeting stiles for pairs of doors; and 1/2" from bottom of door to top of decorative floor finish or covering, except where threshold is shown or scheduled provide 1/4" clearance from bottom of door to top of threshold. Shop- Finished Doors: Restore finish on edges of shop - finished doors before installation, if fitting or machining is required at the job site. Adjust and Clean: Operation: Rehang or replace doors which do not swing or operate freely, as directed by the Architect. Finished Doors: Refinish or replace doors damaged during installation, as directed by the Architect. Protection of Completed Work: Advise the Contractor of proper procedures required for protection of installed wood doors from damage or deterioration until acceptance of the work. END OF WOOD DOORS Wood Doors 08210.3 PART 1- GENERAL 1.01 General: Section 08360 SECTIONAL OVERHEAD DOORS Quik Park Off - Airport Parking Facility A. Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the Sectional Overhead Door work as shown on the Drawings and as specified herein. 1.02 Section Includes: A. Sectional overhead doors, manually operated, with accessories and components. 1:03 Reference Standards: A. ANSI/NAGDM 102 - American National Standards Institute (A216.1) Specifications for Sectional Overhead Doors published by National Association of Garage Door Manufacturers in Bulletin 102 -88. ASTM Al23 - Zinc (Hot- Dipped Galvanized) Coatings on Iron and Steel Products. • ASTM A216 - Specifications for Sectional Overhead Type Doors. D. ASTM A229 - Steel Wire, Oil - Tempered for Mechanical Springs. • ASTM A526 - Steel Sheet, Zinc - Coated (Galvanized) by the Hot -Dip Process, Commercial Quality. F. ASTM B209 - Aluminum and Aluminum -Alloy Sheet and Plate. G. ASTM B221 - Aluminum -Alloy Extruded Bars, Rods, Wire, Shapes and Tubes. H. ASTM E330 - Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. Sectional Overhead Doors 08360.1 1.04 Quality Assurance: A. 1.05 System Description: A. • LL w o; LL Q` Vi a; mow Z' ;w w: U N ! . 1. Design and installation details to withstand 18 PSF wind load. 'o ' 2. All details required for complete operation and installation. Y. : u- 0` z Hardware locations. w cn Type of metal and finish for door sections. Z 5. Finish for miscellaneous components and accessories. Product Data: Indicating manufacturer's product data, and installation instructions. 1 Delivery, Handling & Storage: A. Deliver products in manufacturers original containers, dry, undamaged, seals and labels intact. B. Store and protect products in accordance with manufacturer's recommendations. 1.06 Submittals: PART 2 - PRODUCTS 2.01 Manufacturer: Quik Park Off- Airport Parking Facility Sectional overhead doors and all accessories and components required for complete and secure installations shall be manufactured as a system from one manufacturer. Sectional Overhead Door: Type: Aluminum Mounting: Continuous tapered angle mounting for wood jambs. Material: Aluminum. Operation: Manual Shop Drawings: Clearly indicate the following: Sectional Overhead Doors 08360.2 2.02 Materials: Hardware: Hinge and Roller Assembly: E. Counterbalance: Quik Park Off- Airport Parking Facility Crawford, Kinnear, Wayne Dalton or approved equal Aluminum sectional overhead doors complete as specified in this section, or approved equal. A. Door Sections: Rails and stiles shall be extruded aluminum alloy 6063T6 clear satin finish. Sections shall be 2" thick. top and bottom rails and end stiles 3 1/2" wide, lower intermediate rail 1 13/16 ", upper intermediate rail 1 1 /16" and center stile 3" wide. Stiles and rails joined together with self tapping screws. Panels and glass to be completely enclosed by soft vinyl channels held in place by snap - in rigid vinyl retainer. Doors 12' -3" and wider shall have 2 3/8" integral reinforcing rib in lower intermediate rail. Panel section 1/8" semi - tempered hardboard with .019" stucco embossed aluminum backup sheets on each side of hardboard to match specified bronze anodizing color of door. B. Finish: Extrusions etched and bronze anodized to meet specifications. C. Track: Track design shall be standard lift with 3.75:12 roof pitch. Vertical mounting angles be ASTM A -526 commercial quality steel, 12 gauge minimum thickness, G -60 hot - dipped galvanized. Track size shall be 3 ". Vertical track shall be graduated to provide wedge type weathertight closing with continuous tapered angle mounting for wood jambs, and shall be fully adjustable to seal door at jambs. Horizontal track shall be reinforced with continuous angle of adequate length and gauge to help prevent deflection. 1. Hinges and brackets shall be made from hot - dipped, galvanized steel. 2. Track rollers shall be case - hardened inner steel races with 10-ball 3" roller. 1. Springs shall be torsion type, low- stress, helical wound, oil- tempered spring wire to provide minimum standard 10,000 cycles of use, on continuous steel shaft; tubular steel. 2. Spring fittings and drums made of die cast, high - strength aluminum. 3. Pre - formed galvanized steel aircraft cable shall provide a minimum of a 5:1 safety factor. Sectional Overhead Doors 08360.3 j 2.03 Operation: A. Manual with pull rope. 2.04 Locks: A. Omitted. 2.05 Weather - stripping: A. Doors shall be equipped with replaceable bottom section PVC vinyl "U" shaped astragal. 1 6. .J U' U O : co . 0 Nw .. W =: I _. U) w' w O ga LL Q = a _ ' Z F : F- 0 ' z I- w : • o O co w 1. Install doors in accordance with manufacturers instructions and standards. Installation shall be by an authorized Crawford/Kinnear /Wayne- Dalton O Z co representative. v O z B. Header and jambs shall be equipped with an aluminum/vinyl type seal. PART 3 - EXECUTION 3.01 Installation A. General: Verify that existing conditions are ready to receive sectional overhead door work. Quik Park Off- Airport Parking Facility • Beginning of sectional overhead door work means acceptance of existing conditions. Install door and complete with necessary hardware, jamb and head mold strips, anchors, inserts, hangers, and equipment supports in accordance with final shop drawings, manufacturer's instructions, and as specified herein. Fit, align and adjust sectional overhead door assemblies level and plumb for smooth operation. D. Upon completion of installation lubricate, test and adjust doors to operate easily, free from warp, twist or distortion and fitting for entire perimeter. END OF SECTIONAL OVERHEAD DOORS Sectional Overhead Doors 08360.4 -- 1 -- PART 1- GENERAL 1.01 General: A. Section 08630 VINYL WINDOWS Quik Park Off- Airport Parking Facility W : C4 2 UO : N o' w w; J N w w Related Work Specified Elsewhere: 2 LL Q Section 07920 - Sealants & Caulking a 2. Section 08810 - Glass & Glazing z =, O Quality Assurance: z f- w 2 o; 1 U Codes and Standards: Comply with the provisions of the following codes, O N specifications and standards, except as otherwise shown or specified: o F- 11.1 w: a. Uniform Building Code, 1997 Edition. u. F O , b. American Architectural Manufacturers Association (AAMA) v Publication 101V-86 Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the Vinyl Window work as shown on the Drawings and as specified herein. 1. Submittals: Shop Drawings: Submit four (4) copies of shop drawings for approval before start of fabrication of Vinyl Windows. Installer shall be responsible for determining field dimensions of openings and shall indicate those dimensions on shop drawings. Product Data: Submit three (3) copies of manufacturer's product specifications, technical support data, installation and maintenance recommendations and standard details for each type of window unit required. Include finishing methods, hardware and accessories. 3. Warranty: Submit a written warranty, executed by the window Manufacturer, agreeing to repair or replace units that fail in workmanship for a period of 10 years from the original date of purchase. Vinyl Windows 08630.1 : O ~' • PART 2 - PRODUCTS 2.01 Materials: A. Vinyl Windows: Shall be Series 5320 Picture and Series 5520 Casement rigid polyvinyl chloride (PVC) windows as manufactured by Milgard Manufacturing, Inc., or approved equal. Windows shall be factory glazed with two sheets of '/" gray tinted insulating glass for 1" overall thickness. Provide tempered safety glazing where required by code or industry safety standards. Sizes and configurations shall be as shown on the Drawings. Finish shall be white. PART 3 - EXECUTION 3.01 Installation: A. General: Comply with manufacturer's specifications and recommendations for installation of window units, hardware, operators, accessories and other window components. C. Opening panels must be closed and locked during installation. Windows must be installed level, plumb and square with 1/4" clearance on all sides with weep holes at bottom. E. Adjust operating sash and hardware to provide tight fit at contact points and weather - stripping. Lubricate hardware and moving parts. 3.02 Cleaning: Windows shall be factory sized to fit in each framed opening so that they are 1/2" smaller than the framed (rough) opening to allow 1/4" clearance on all sides. (tolerance) ± 1/6") Headers must not be nailed. Nail through fin into framing along sides and base. At the head, nails may be placed 1/2" above the fin and bent down over fin to allow for header deflection. Full support is required along entire length of sill. A. Clean interior and exterior glass surfaces jusy prior to Owner's acceptance of the building. Take care to avoid damage to protective coatings and finishes. Clean all interior and exterior PVC surfaces. END OF VINYL WINDOWS Quik Park Off - Airport Parking Facility Vinyl Windows 08630.2 PART 1- GENERAL 1.01 General: A. Related Documents: Part II, Section I of the Contract and Division 1 of these Specifications apply to the work specified in this section. 1.02 Standards: A. Conform with requirements of Uniform Building Code as pertains to work specified hereunder. 1.03 Keying: Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the Finish Hardware work as shown on the Drawings and as specified herein. 1. Provide all finish hardware and suitable fastenings for complete work in accordance with drawings and this section of the specifications. Section 08710 FINISH HARDWARE Items not specifically mentioned, but necessary to complete the work, shall be furnished to match the items specified for similar locations in quality and finish. Related Work Specified Elsewhere: 1. Section 08100 - Hollow Metal Doors & Frames 2. Section 08200 - Wood Doors Quik Park Jff- Airport Parking Facility A. Construction Keying System: Provide separate keying system during construction. Cores for final keying system shall be installed at completion of construction. Final Keying System: Unless directed otherwise all locks shall be master - keyed, as directed by Owner. Furnish three keys to Owner at completion of work. Finish Hardware 08710.1 _:•�.. ,. 4 f: i a; i,i 14: 1i y.' l u � Ai� : a 1. , ..j « ;,4i:111:1.. 1.04 Submittals: PART 2 - PRODUCTS 2.01 Materials: Quik Park Off- Airport Parking Facility A. Hardware Schedule: Submit four (4) copies of a full and complete schedule of hardware in compliance with the Specifications and Drawings. B. Templates: Furnish hardware templates to door and frame fabricators for factory preparation of doors and frames for installation of hardware. 1.05 Handling: A. All hardware to be furnished with proper fastening devices to coordinate with conditions of the work. B. Packing and Marking: 1. All hardware items to be packed in their original factory shipping cartons. 2. The hardware supplier shall mark each item of hardware individually for each opening as to location of installation in accordance with approved hardware schedule. A. General: Provide all screws, bolts and other accessories of suitable size and type necessary for complete installation of finish hardware. All fasteners shall be compatible in material and finish to match hardware associated with. Hardware items shall be supplied in the finishes called out next to the specific items involved under the hardware groups. 2.02 Substitutions: A. Manufacturers listed are intended to indicate a level of quality of hardware desired. Contractor may submit a request for substitution for manufacturer listed in accordance with Divisionlof these Specifications. The Owner shall be the sole judge of the quality and acceptability of substituted items. Finish Hardware 08710.2 v 2.03 Manufacturers: A. 1. 2. 3. 1. 1. Quik Park Off - Airport Parking Facility Butts: Provide non- removable pins (NRP) for all exterior outswinging doors and on those doors specifically called for in the Hardware Schedule. Butts shall be manufactured by Stanley, or approved equal. B. Locksets & Latchsets: Shall be manufactured by Best, or approved equal. 0 O 0: co a . ' uo co W =. w 0. u. Q �d. = _, . Z �. 1- 0 a. All closers shall be sized as recommended by the manufacturer's w w: catalog. v 0: w n Any wind condition or mechanical ventilation systems should be W taken into consideration, and the closer size should be increased v accordingly. p ui z; If, after the closers are installed, a larger size closer is required, the v hardware supplier shall furnish the larger size at no additional cost O F-: to the installing contractor. z Cylinders shall be Best, as indicated in the hardware schedule. Locksets shall be furnished with sufficient strike lip to protect trim. All locks shall have wrought box strikes. Closers: Shall be as manufactured by Norton, or approved equal. Types: Closers shall be guaranteed against mechanical defects for a period of five years. Floor & Wall Stops: Shall be as manufactured by Glynn Johnson (GJ), or approved equal. Types: a. Provide stops as listed in the hardware groups. b. Contractor shall provide proper backing for all wall type stops. Stops applied to concrete shall be fastened with wood screw and rawl plug. c. Where wall stops are specified, but cannot be used because of a construction detail, floor stops shall be furnished. Finish Hardware 08710.3 HARDWARE GROUP A (Door #101 & #102) 11/2 Pr. Butts - Stanley FBB 191 1 Ea. Lockset - Schlage 1 Ea. Threshold — Pemko 2 1 Ea. Weatherstrip - Pemko S88D 3 Silencers HARDWARE GROUP B (Door #105, #106, #107 & #108) 11/2 Pr. Butts - Stanley FBB 191 1 Latchset - Schlage 3 Silencers HARDWARE GROUP C (Door #103 & #104) 11/2 Pr. Butts - Stanley FBB 191 1 Ea. Privacy Lockset - Schlage 3 Silencers HARDWARE GROUP D (Doors #110) 11/2 Pr. Butts - Stanley FBB 191 1 Ea. Lockset - Schlage 3 Silencers Quik Park Off - Airport Parking Facility • Kickplates: Shall be as Stainless Steel as manufactured by Hagar, or approved equal. Weather- stripping and Threshold: Shall be as manufactured by Pemko Manufacturing Co., or approved equal. Types: Weather- stripping and threshold shall conform to types and functions listed under specific the Hardware Schedule. 2.04 Locations: A. As recommended by A.S.A.H.C., B.H.M.A., S.D.I., N.A.A.M.M., and A.D.A. All measurements are from floor, except top butt. 1. Butts: top: 11 3/4" center of butt to top of door intermediate: equal distance between top and bottom butts bottom: 13" center of butt to bottom of door Lever Handles: Between 36" and 48" to center of lever. Door closers as per manufacturers instructions. Hardware Schedule: Finish Hardware 08710.4 Z mo w : u6 00. w = LL, w 0 u. 1- w HO Z E-: w w `. H U z. O ~ j HARDWARE GROUP E (Doors #109) 1 Bi -Fold Hardware - Hager 2 Finger Pulls PART 3 — EXECUTION 3.01 Submittals: A. Finish Hardware: Quik Par,. Jff- Airport Parking Facility W = 1. The Contractor shall submit to the Owner for approval, six (6) copies of a u complete schedule of finish hardware required. w 0; 2. Schedules must be completely detailed in vertical form including all E a quantities, stock numbers, finishes, and sizes. List hardware for each _ d i opening separately. f _; z 3. Approval of the finish hardware schedule shall not relieve the Contractor z 0 1- ,. uj of the responsibility of errors or omissions. 2 D . D C w 4. After the schedules have been approved, make any necessary corrections o and send two revised copies to the Owner for use during construction. w w _ iii � U 1. Hardware for application to metal shall be made to template. 0 F =,. ` ' z Templates: 2. After receipt of the approved finish hardware schedule, provide hollow metal door and frame manufacturers with two revised copies of the finish hardware schedules and blueprint templates (or template numbers if the manufacturers have template catalogs.) Templates and hardware schedules shall be provided no later than 10 days after approval of hardware schedules. 3.02 Handling: A. All hardware to be furnished with proper fastening devices to coordinate with conditions of the work. B. Packing and Marking: 1. All hardware items to be packed in their original factory shipping cartons. 2. The hardware supplier shall mark each item of hardware individually for Finish Hardware 08710.5 END OF FINISH HARDWARE Quik Park Off- Airport Parking Facility each opening as to location of installation in accordance with approved hardware schedule. Finish Hardware 08710.6 PART 1 - GENERAL 1.01 General: A. Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the Glass & Glazing work as shown on the Drawings and as specified herein. 1.01 Submittals: . Work Included: The work of this Section shall include, but is not limited to the following: Glazing of doors; Glazing of vinyl windows; Glazing of doors; Safety glazing. Section 08810 1.03 Delivery, Storage and Handling: GLASS & GLAZING Related Work Specified Elsewhere: 1. Section 07920. - Sealants & Caulking 2. Section 08100 - Hollow Metal Doors & Frames 3. Section 08630 - Vinyl Windows, Quik Park Off - Airport Parking Facility A. Manufacturer's Data: For each specified glass type, submit three (3) copies of manufacturer's literature for information purposes only Glazing Schedule: Manufacturer shall submit a complete glazing schedule for the Architect's approval prior to manufacture of any glass units. Schedule shall include the types of glass, glass system and dimensions required for each window, relite or door. A. Delivery: Load products in such a manner that they may be transported and unloaded without being damaged. Deliver products to project site, cartoned or crated, to provide protection during transit and project site storage. B. Storage: Do not store products on or in the structure in a manner that might cause distortion or damage to the products or the supporting structures. Repair or replace damaged products or structures as directed. Glass & Glazing 08810.1 C. Markings: Insure that all glass products are tagged with markings, which show proper installation locations. D. Defective Products: Items found to be defective, either through manufacturing, transit damage, field installation, etc., shall be replaced within a three (3) week period. If necessary, special shipment and manufacturing arrangements shall be made to accomplish this requirement. 1.04 Quality Assurance: A. References, Codes and Standards: 1. "Glazing Manual," published in 1986 by the Flat Glass Marketing Association (FGMA). 2. Consumer Product Safety Commission (CPSC) "Safety Standards for Architectural Glazing Materials, " 16CFR 1201. Manufacturer's Technical Recommendations: Quik Park off- Airport Parking Facility ASTM C 1036 (Formally DDG- 451 -D), "Standard Specification for Flat Glass ". ASTM C 1048 -91 (Formally DDG - 1403 -B), "Heat- Treated Flat Glass ". ANSI Z97.1, Performance Specifications and Methods of Test for Transparent Safety Glazing Material Used in Buildings ASTM F1233 -93, Class I and II. Perform glazing work in accordance with written recommendations from the glass manufacturer of glass fabricator and the "Glazing Manual" of the FGMA. Certify glass compatibility with glazing materials (i.e. insulating glass sealants, structural sealants and silicones, gaskets, setting blocks, etc.) Glass & Glazing 08810.2 -J PART 2 - PRODUCTS 2.01 General: A. Manufacturer: Glass shall be manufactured by one of the following, or approved equal: ASG Industries, Inc.; C -E Glass Division; Libby - Owens -Ford Co.; PPG Industries, Guardian Industries. 2.02 Materials: A. Glass Types: 1. Tinted Insulating Glass: Manufacturer's standard unit of two sheets of float glass (q3 quality, Glazing Select) in accordance with ASTM C 1036- 91, with Gray Tinted Float Glass outer lite and inner lite equal to Libby - Owens- Ford's "Energy Advantage Low E Glass "; permanently and hermetically sealed together at edges with spacers and sealant; to provide a dehydrated air space with -60 degrees dew point; for completed unit thickness of 1 ", fabricated to the sizes and shapes indicated. Glass thickness as required for respective window sizes. Tinted Insulating Safety Glass: Manufacturer's standard units of two sheets of 1/4" thick tempered safety glass (Federal Standard 16CFR, Part 1201); , with Gray Tinted Float Glass outer lite and inner lite equal to Libby - Owens - Ford's "Energy Advantage Low E Glass ", permanently and hermetically sealed together at edges with spacers and sealant; to provide a dehydrated air space 1/2" thick with -60 degrees dew point; for completed unit thickness of 1"; fabricated to the sizes and shapes indicated. Glazing Materials: 1. Setting Blocks: Shall be .25" high 85 durometer neoprene, or approved equal. 2. Glazing Tape: Shall be Tremco 440 pre- shimmed glazing tape, or approved equal. Quik Park Off - Airport Parking Facility Glazing Gaskets: Shall be extruded, flexible PVC gaskets of the profiles shown, or as required for watertight construction; comply with ASTM D2287. Sealant: Shall be silicone construction sealant, General Electric series 1200, Dow Corning series 781, or approved equal. Glass & Glazing 08810.3 A. Standards and Performance: 3.01 Execution: L kgiti ,w. PART 3 - EXECUTION Quik Park Off- Airport Parking Facility 1. Watertight and airtight installation of each piece of glass is required. Each installation must withstand normal temperature changes, wind loading, impact loading without failure of any kind including loss or breakage of glass, failure of sealants or gaskets to remain watertight and air - tight, deterioration of glazing materials and other defects in the work. w Lu N LL' w O 2. Protect glass from edge damage at all times during handling, installation ( it Sc and operation of the building. = c� I -w z F: 1--0 z �. 11J uj U� O 52 o I- w w' i I 0 Comply with combined recommendations of glass manufacturer and u. O manufacturer of sealants and other materials used glazing, except where w z. more stringent are shown or specified, and except where manufacturer's 2 _ technical representatives direct otherwise. 0 Glazing channel dimensions are intended to provide for necessary minimum bite on the glass, minimum edge clearance and adequate sealant thicknesses, with reasonable tolerances. The Glazier is responsible for field measuring and correct glass size for each opening, within the tolerances and necessary dimensions established. 5. Inspect each piece of glass immediately before installation and eliminate any pieces which have observable edge damage or face imperfections. Inspect each piece of glass immediately before installation, and eliminate any which have observable edge damage or face imperfections. Preparation for Glazing: 1. Clean the glazing channel, or other framing members to receive glass, immediately before glazing. Remove coatings which are not firmly bonded to the substrate. Remove lacquer from metal surfaces wherever elastomeric sealants are used. 2. Apply primer or sealer to joint surfaces wherever recommended by sealant manufacturer. Glass & Glazing 08810.4 i.:lti.1.:�tba1:��+11 �i�Linr':i�.n'.ii:aiYs.1. Lu '� 4:'.�.e� ••"� rvyy z ~ w : 00 C. Glazing: 1. Quik Park Off- Airport Parking Facility Install setting blocks of proper size at quarter points of sill rabbet. 2. Install glazing tape continuously around all edges of glass on both sides of glass, except where glazing gaskets are used. 3. Sealant: Apply sealant at all inside corners. Cure, Protection and Cleaning: 1. Cure glazing sealants and compounds in compliance with manufacturer's instructions and recommendations, to obtain high early bond strength, internal cohesive strength and surface durability. 2. Protect exterior glass from breakage immediately upon installation, by attachment of crossed streamers to framing held away from glass. Do not apply markers of any type to surface of glass. Remove and replace glass which is broken, chipped, cracked, abraded or damaged in other ways during the construction period, including natural causes, accidents, vandalism and theft. Maintain glass in a reasonably clean condition during construction, so that it will not be damaged by corrosive action and will not contribute (by wash -off) to the deterioration of glazing materials and other work. 5. Wash and polish glass on both faces not more than four (4) days prior to Owner's acceptance of the work in each area. END OF GLASS & GLAZING Glass & Glazing 08810.5 PART 1— GENERAL 1.01 General: A. Description of Work: The work of this Section shall include all labor, materials, equipment and appliances required to complete the Gypsum Wallboard work as indicated on the Drawings and as specified herein. B. Work Included: The following is a partial list of major items of work included in this Section: PART 2 - PRODUCTS 2.01 Materials: A. Gypsum Wallboard: Shall be 1/2" and 5/8" thick, with tapered long edges conforming to ASTM C -36, as manufactured by US Gypsum Co., Georgia - Pacific Corp., Flintkote Co., National Gypsum Co., or approved equal. B. Exterior Soffit Board: Shall be 5/8" exterior soffit board conforming to ASTM C- 931, as manufactured by US Gypsum Co., Georgia - Pacific Corp., Flintkote Co., National Gypsum Co., or approved equal. C. Nails: Furnish nails similar to USG 1-1/4" GWB -54 annular ring nail 12-1/2 gauge, 1/4" diameter head, except use 1 -3/8" minimum length for 5/8" wallboard. Section 09250 GYPSUM WALLBOARD 1. Gypsum wallboard; 2. Exterior gypsum wallboard soffits; 3. Taping and texturing of all gypsum wallboard. Quik Park Off - Airport Parking Facility Screws: Flathead screws, shouldered, specially designed for use with power driven tools, not less than 1" long, with self tapping threads and self drilling points. E. Accessories: Casing bead, etc. and install per manufacturer's recommendation. F. Adhesive: Shall be high- strength, waterproof, rubber base adhesive in conformance with ASTM C557 and American Plywood Assoc. Specification AFG -01. Gypsum Wallboard 09250.1 • PART 3 - EXECUTION 3.01 Execution: A. Surface Conditions: Installation: 1. General: Install the gypsum wallboard with the separate boards in moderate contact but not forced into place. At internal and external corners, conceal the cut edges of the board by the overlapping covered edges of the abutting boards. Stagger the boards so that corners of any four boards will not meet at a common point except in vertical corners. Quik Park Off - Airport Parking Facility 1. Inspection: Prior to installation of the work of this Section, carefully inspect the installed work of all trades and verify that all such work is complete to the point where this installation may properly commence. Verify that gypsum drywall may be installed in strict accordance with all pertinent codes and regulations, the Manufacturer's recommendations as approved by the Engineer, and the original design. • Discrepancies: Do not install gypsum drywall until all unsatisfactory conditions have been corrected. • Walls: Install the gypsum wallboard at right angles to the furring or framing members. Make end joints, where required, over furring or framing members. Ceilings: Install the gypsum wallboard to ceilings at right angles to the supporting members, except that wallboard may be installed with the long dimension parallel to supporting members that are spaced on center when attachment members are provided at end joints. Exterior Soffits: Use longest practical board lengths to minimize butt joints. Position end joints at supports, allowing 1/16" to 1/8" between butted ends. Install board with long edged perpendicular to framing. Drive fasteners to provide uniform dimples not over 1/32" deep. 5. Attachments: a. Nails: Gypsum wallboard when applied over wood framing or furring shall be nailed in accordance with UBC Table 47 -G except where modified by fire - resistive construction, meeting the requirements of UBC Section 4302 (b). Gypsum Wallboard 09250.2 $ 6 .J U O N o w= co wO g Q' co w Z , 1-O. Z ,- ai w U � o f- w • u t L I 8' Ili Z . O z D. c. Adhesive: Apply in accordance with manufactures recommendations. Joint Treatment: 1. General: a. Inspect all areas to be joint treated, ascertaining that the gypsum wallboard fits snugly against supporting framework. Quik Park Off - Airport Parking Facility Screws: Gypsum wallboard when applied over metal framing shall be attached with specified screws with clutch - controlled power screwdrivers spaced in accordance with UBC Table 47 -G. J U . U O 0 . CO U.) =. J H w O g a In interior areas where joint treatment and compound finishing will be i 0 , performed, maintain a temperature of not less than 55 Degrees F. for 24 1 ' z hours prior to commencing treatment, for the entire period of treatment, Z '— I-- and until joint and finishing compounds have dried. o uj U� O 5 P- 0 I— ww 11 0 w z U co O z c. Provide a minimum drying time of 24 hours between coats, with additional drying time in poorly ventilated areas. Embedding Compound: Apply to gypsum wallboard joints and fastener heads in a thin uniform layer. Spread the compound not less than 3" wide at joints, center the reinforcing tape in the joint, and embed the tape in the compound. Then spread a thin layer of compound over the tape. After this treatment has dried, apply a second coat of embedding compound to joints and fastener heads, spreading in a thin uniform coat to not less than 6" wide. When thoroughly dry, sandpaper to obtain uniformly smooth surfaces, taking all necessary care to not scuff the paper surface of the wallboard. Finishing Compound: After embedding compound is thoroughly dry and has been completely sanded, apply a coat of fmishing compound to not less than 12" wide. When thoroughly dry, sandpaper to obtain uniformly smooth surfaces, taking all necessary care to not scuff the paper surface of the wallboard. Corner Treatment: 1. Internal Corners: Treat as specified for joints, except that the reinforcing tape shall be folded lengthwise through the middle and fitted neatly into the corner. 2. External Corners: a. Install a corner bead fitting neatly over the corner and secure with the same type fasteners used for applying the wallboard, spacing the fasteners Gypsum Wallboard 09250.3 ti �'�.�.hidm Other Metal Trim: approximately 6" on centers and driving through the wallboard into the framing or furring member. After the corner piece has been secured into position, treat the corner with joint compound and reinforcing tape as specified for joints, feathering the joint compound from 8" to 10" on each side of the corner. Lre 2, UO w i; LL, w o IL < i a; 1- _ z �. Finish: w 1. General: Do not proceed with this work until all surfaces are properly prepared, v O surfaces are primed to receive paint over texture coating, and are acceptable to receive the specified coatings. : _ U � O z 0 ' : Cleaning Up: Use all necessary care during execution of this portion of the work to �= F , prevent scattering of Gypsum wallboard scraps and dust and to prevent tracking of joint z and finishing compound onto floor surfaces. At completion of each segment of installation in a room or space, promptly pick up and remove from the working area all scraps debris and surplus material of this Section. General: The Drawings do not purport to show all locations and all requirements for metal trim in connection with the work of this Section. Carefully study the Drawings and the installation; provide in place all metal trim normally recommended by the Manufacturer of the Gypsum wallboard used. 2. Installation: Install the metal trim in strict accordance with the Manufacturer's recommended methods of installation, providing not less embedment and finishing than specified above for corner treatment. Finish: Provide smooth, flat wall finish for all exposed walls. END OF GYPSUM WALLBOARD Quik Parl ff Airport Parking Facility Gypsum Wallboard 09250.4 - PART 1 - GENERAL 1.01 General: References: PART 2 - PRODUCTS 2.01 Materials: A. Ceiling Tile: Section 09510 ACOUSTICAL CEILINGS /~1 Quik Park Off - Airport Parking Facility A. Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the Acoustical Ceiling work as shown on the Drawings and as specified herein. . Work Included: The work of this Section shall include, but is not limited to the following: 1. Install acoustical ceiling tile and exposed suspension system as indicated on Drawings. Quality Assurance: A. Submittals: Submit two (2) samples of each product specified for Architect's approval prior to installation. 1. ASTM C635 - Standard Specifications for Metal Suspension Systems for Acoustical Tile and Lay -in Panels. 2. ASTM C636 - Recommended Practice for Installation of Metal Suspension System for Acoustical Tile and Lay -in Panels. CISCA Ceiling Systems Installation Handbook. 1. 2x4 Suspended Acoustical Ceiling Tile: Shall be No. 747, White, "Cortega ", 24" x 48" x 5/8 ", "Square Lay -In" by Armstrong or approved equal. Acoustical Ceilings 09510.1 B. Suspension system: PART 3 - EXECUTION 3.01 General: Quik Park Off- Airport Parking Facility 1. Suspension System: Shall be No. 7301, "Prelude XL" , 15/16" exposed tee grid system, white, as manufactured by Armstrong, or approved equal.. Z i a; 2 J 0 ': 0 N 0 • W= J H W uj 1. Examine areas to receive materials for conditions, which will adversely g affect installation. Provide written report of discrepancies to General N a Contractor and Architect. Z 2. Do not start work until unsatisfactory conditions are corrected. z ww 3. Work to be concealed: Verify work above ceiling suspension system is c-) complete and installed in manner, which will not affect layout and 0 � installation of suspension system components. = 0 Field dimensions shall be verified prior to installation. z ui Suspension System: System shall be installed in accordance with ASTM C363, 0 H CISCA installation standards, UBC Standard 25 -2 and any other applicable code requirements. Inspection: 1. Arrange suspension system and orient, as shown on Reflected Ceiling Plans. Grids shall start centered in the space and work toward the walls. 2. Provide and install wall moldings as necessary to support and conceal all tile edges not carried by "T" bar system. 3. Provide adequate ties & bracing to suspend the main and cross runners from metal framing and provide required lateral force bracing in accordance with UBC Standard 25 -2. D. Lay -In Acoustical Tile: Install acoustical panels in coordination with suspension system, with edges concealed by support of suspensions members. E. Ceiling Tile: Ceiling tile shall be glued to gypsum wallboard as indicated on the Drawings in strict accordance with the ceiling tile manufacturer's written instruction. Acoustical Ceilings 09510.2 F. Cleaning and Protection: Clean exposed surfaces of acoustical ceiling, including trim, edge molding and suspension members; comply with manufacturer's instructions for cleaning and touch -up of minor finish damage. Remove and replace work, which cannot be successfully cleaned and repaired to permanently eliminate evidence of damage. Extra Tile: Installer shall leave one extra box of each style of acoustical tile for Owner. END OF ACOUSTICAL CEILINGS Quik Park..iff- Airport Parking Facility Acoustical Ceilings 09510.3 •4 • PART 1- GENERAL 1.01 General: A. Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the Resilient Flooring work as shown on the Drawings and as specified herein. PART 2 — PRODUCTS 2.01 Materials: A. B. Vinyl Composition Tile (VCT) Rubber Base Section 09650 RESILIENT FLOORING Quik Park Off - Airport Parking Facility Work Included: The work of this Section shall include, but is not limited to the following: Submittals: A sample of each resilient flooring material and the cove base shall be submitted to the Architect for selection of patterns and colors. Vinyl Composition Tile (VCT): Shall be 1 /8" gauge, 12" x 12 ", Imperial Texture, Vinyl Composition Tile as manufactured by Armstrong, or approved equal. Color shall be selected by Architect from manufacturer's standard choice of colors. Rubber Cove Base: Shall be 4" high rubber wall base as manufactured by Armstrong, or approved equal. Color shall be selected by Architect from manufacturer's standard choice of colors. Adhesive and Leveling Compound: Shall be as specified by the manufacturer for the specific type of surface on which the flooring or base is to be installed. Resilient Flooring 09650.1 _J • PART 3 - EXECUTION 3.01 General: Quik Park Off - Airport Parking Facility A. Delivery: Materials shall be delivered to the site in the original packages or containers with the seals unbroken and with the manufacturer's brand name marked thereon. B. Preparation of Surfaces: Installation of finished flooring shall not begin until work of all other trades (including work of painter) has been completed. Surfaces shall be dry, cleaned of all grease, oil, dirt and foreign matter and swept clean. Commencement of this work implies acceptance of the surface on which the flooring or base is to be installed. 3.02 Application: A. Vinyl Composition Tile: Shall be laid symmetrically about centerline of rooms towards walls. Border tiles shall be scribed to wall, cut and fitted in place after field tile has been laid. Lines between tiles shall be straight and joints close. Tiles shall be installed so line of grain, if any, is in one direction. 3.03 Cleaning: Rubber Base: Shall be installed after resilient flooring has been installed. Base shall be firmly cemented to wall and floor with waterproof cement recommended by the manufacturer. A. Immediately after the installation of the flooring and base is completed, the surface shall be thoroughly cleaned. All spots of adhesive shall be removed with a clean cloth, dampened with an approved cleaner, as recommended by the manufacturer of the flooring and base. Extra Tile: Installer shall leave an extra box of floor tile for the Owner. END OF RESILIENT FLOORING Resilient Flooring 09650.2 PART 1- GENERAL 1.01 General: PART 2 - PRODUCTS: 2.01 Materials: A. Carpet: Quality Assurance: Section 09680 CARPETING } Quik Park Off - Airport Parking Facility A. Description of Work: The work of this Section shall include all materials required to complete the Carpeting work as specified herein. Related Work: The Following is a list of related work specified elsewhere: 1. Section 09650 - Resilient Flooring, Familiarization with Work: Contractor shall be responsible for thoroughly familiarizing himself with the conditions of the building and the substrate on which the carpet is to be installed. Failure to do so shall not relieve the Contractor from completing the work of this section as indicated on the Drawings and as herein specified. 1. Experience: Carpet installer shall be an approved installer of the carpet specified and shall have a minimum of 5 years experience installing the specific types of carpet supplied. Test Methods: The carpet shall have a flame spread rating / critical radiant flux of less than 0.45 W /CM in accordance with ASTM E648 class 1. 1. Carpet: Shall be "Infinity", Powerbond Condensed vinyl cushion 6' Roll goods, as manufactured by Collins & Aikman Corporation, or approved equal. Color and pattern shall be selected by Architect from Manufacturer's standard product line. Carpeting 09680.1 • PART 3 - EXECUTION: 3.01 General: Quik Park Off - Airport Parking Facility 2. Carpet Adhesive: Shall be RS Style adhesive system, Microencapsulated Tackifier applied to 100% of backing at time of manufacturing, by Collins & Allman, or approved equal Transition Strips: Shall be metal anodized transition strips, sized as required for each specific application. Color shall be as selected by Architect from manufacturer's standard colors to match adjacent flooring. Submit samples for color selection prior to installation. Miscellaneous Materials: Other materials (primer, seam sealers, etc.) as required by the manufacturer or as required for a complete installation shall be as specified by the manufacturer. A. Delivery of Materials: Materials will be delivered to the site by others in the original packages or containers with the seals unbroken and with the manufacturer's brand name marked thereon. 3.02 Preparation of Surfaces: A. Preparation of Surfaces: Installation of carpeting shall not begin until work of all other trades (including work of painter) has been completed. Sub -floor shall be dry, cleaned of all old adhesive, grease, oil, dirt, and foreign matter, and swept clean. The area in which carpet is to be installed shall have a temperature of 65 to 70 degrees F. for at least 72 hours prior to start of work. Commencement of this work implies acceptance of the sub -floor surface by the carpet installer. 3.03 Application: A. Standard Carpet: Carpet installer shall be an approved installer of the carpet specified and shall have a minimum of 5 years experience installing the specific types of carpet supplied. Installation of the carpet shall be in strict accordance with the manufacturer's written requirements. 1. Scribe the carpet accurately to all vertical and adjacent horizontal surfaces. 2. Align the lines of carpet as woven, using no fill strips less than 6" in width, laying all carpet in the same direction unless specifically otherwise directed by the Architect. Carpeting 09680.2 Installer shall inspect carpet as laid and shall not place any tile product that has been damaged, soiled or otherwise would be considered unacceptable to the Architect. Carpet arriving to the site damaged shall be replaced at no cost to the Owner. Protection: Provide covering for carpet after installation to easily withstand abuse of the anticipated construction process. B. Immediately after the carpet protection is removed by the contractor & ready for Owner's acceptance or punch list, the surface of the carpeting shall be thoroughly cleaned. All spots of adhesive shall be removed with an approved cleaner, as recommended by the manufacturer of the carpet. Any damage to the carpet as a result of the construction process under this contract shall be removed and replaced without any additional cost to the Owner. END OF CARPETING Quik Part. ff Parking Facility Carpeting 09680.3 • 4.' PART 1— GENERAL 1.02 Quality Assurance: 1.03 References: Section 09900 PAINTING A. Structural Steel Painting Council (SSPC) Quik Park Off - Airport Parking Facility 1.01 General: A. Related Documents: The General Conditions and the Special Conditions shall apply to the work specified in this Section. Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the Painting work as shown on the Drawings and as specified herein. Work Included: The work of this Section shall include, but is not limited to the following: All exposed wallboard walls and ceilings; All interior standing and running trim; All exterior wood siding and trim; All exposed interior and exterior metal, including all hollow metal doors & frames; Touchup of all prefinished materials and equipment A. Preparation and application of materials shall be in strict accordance with the paint manufacturer's recommendations. Prior to beginning work, applicators shall provide to the Architect personal resumes indicating a minimum of 5 years of similar experience on similar projects. B. Architectural Specification Manual (ASM). Specification Manual for paint, wall covering and gypsum wallboard finishing. 1.04 Delivery Storage & Handling: A. Coordinate with the Architect specific areas for delivery & storage of all painting products. Painting 09900.1 1 j 1.05 Environmental Requirements: A. All painting product disposal shall be in strict accordance with local codes and federal regulations. PART 2 - PRODUCTS 2.01 General: Quik Par, .iff- Airport Parking Facility A. Submit complete color chips of all colors prior to ordering material, for approval and selection by the Architect. B. Touch -up factory finish paint on in -place building components to match original. 2.02 Materials: A. Paint: All paint, unless specified otherwise, shall be the standard product of one of the following manufacturers: Behr Process Corp. Sherwin - Williams Co. Olympic Stain Pittsburgh Paint Co Pratt & Lambert Co. Paints of other manufacturers may be substituted at the approval of the Architect. • Wallboard: Wood: a. Interior (Unfinished): Stain: Oil Wiping Stain Sealer: Alkyd Sanding Sealer Finish: Alkyd Varnish - Flat Primer: PVA Sealer. Paint: Interior Eggshell Latex Enamel. E. I. Dupont Co. Glidden Co. Parker Paint Mfg. Co. Preservative Paint. Rodda Paint Exterior Wood Siding & Trim: Paint: Exterior Satin Latex Enamel Painting 09900.2 z w : 6 U O 0 . w w =. uJ O' co 0 . = d ;. w z �... 0. z I- II/ uj 2 DI co 0 E-- = ; —0 ui Z ` ' U N, 0 ~'', Z " f J 3.01 General: A. Primer: Modified Alkyd rust- inhibitive primer. Paint: Exterior alkyd gloss enamel. Galvanized: Primer: Oil -alkyd metal primer. Paint: Exterior alkyd gloss enamel. Aluminum: Primer: Acid etch Paint: Exterior alkyd gloss enamel. Quik Park Off - Airport Parking Facility Miscellaneous Materials: Miscellaneous materials such as linseed oil, thinners, turpentine driers, colors, paste fillers, etc., if any, shall be the product of the same manufacturer of the paint used for this project. Such materials as are not manufactured by the paint manufacturer shall be of the best grade available; approval for use of such materials must be obtained from the Architect before being used. Colors: All colors shall as selected by the Architect from the manufacturer's standard colors. Undercoats shall be of slightly different color to permit identification. All colors shall be incorporated into the paint at the plant. No color mixing will be permitted at the job site unless specifically allowed by the Architect. All materials to be delivered to site in unopened containers bearing the manufacturer's label specifying the name and the quality, grade and description of the contents. The materials shall be applied in strict accordance with the manufacturer's directions, and they shall not be reduced or adulterated except as specified herein or directed and then only in accordance with the manufacturer's directions. B. Surface Preparation: 1. Wallboard: Shall have all cracks and holes or other imperfections filled with patching plaster or spackle, and smoothed off to match adjoining Painting 09900.3 3.02 Paint Schedule: Quik Park Off - Airport Parking Facility surfaces. All surfaces to receive paint shall be thoroughly dry before any sealer or paint is applied. Primer (sealer) shall be applied prior to texturing (See Section 09250, Gypsum Wallboard) 2. Wood: Shall be sanded and dusted clean. Screw holes, cracks, or other defects, shall be carefully plugged & puttied, and all edges & joints shall be caulked. rew' QQ JU 00 w = I wO g LL Q cn _ . Z � 1- 0 Z F- UJ U 0 w 6. Aluminum (Unprimed): Prepare surface similar to galvanized metal then H 0 . acid etch surface with clear phosphoric acid (Preservative Paint No. 28 -56 L O or approved equal). v co H am '. z Ferrous Metal: Remove chalking, blistering, cracking, flaking and peeling paint, dust, dirt, grease, oil, loose rust scale and other foreign matter by scrapers, wire brush, sandpaper, steel wool or other approved means. Final cleaning shall be done not less than 30 minutes nor more than 5 hours prior to application of paint. 4. Galvanized Metal: Remove dirt and grease with mineral spirits and wipe dry with clean cloths. Final cleaning shall be done not less than 30 minutes nor more than 5 hours prior to application of paint. 5. Aluminum (Primed): Remove dirt and grease with solvent and wipe dry with clean cloths. Final cleaning shall be done not less than 30 minutes nor more than 5 hours prior to application of paint. Surface Material Coverage Rate 1. Wallboard Primer 1 Coat @ MDF 1.0 Mil Finish 2 Coats @ MDF 1.0 Mils 2. Interior Unfinished: Wood Stain 1 Coat Sealer 1 Coat @ MDF 1.1 Mils Finish 2 Coats @ MDF 0.85 Mils 3. Exterior Wood Siding & Trim: Paint 2 Coats @ MDF 1.0 Mils Painting 09900.4 J tgle 3.03 Protection: 3.04 Cleaning: 3.05 Right of Rejection: Metal (Ferrous, Shop Primed) Quik Park Off - Airport Parking Facility Primer Touch -up Paint MDF 2.5 Mils Metal (Ferrous, Primer MDF 2.0 Mils not Shop Primed) Paint MDF 2.5 Mils Metal (Non- Ferrous, Primer Touch -up Galvanized and Paint MDF 2.5 Mils Aluminum) A. Take necessary precautions to protect this work and work of other trades. Furnish and place sufficient drop cloths to fully protect all parts of the work during execution of this contract. The Contractor shall be held fully responsible for paint droppings. Paint droppings shall be entirely removed, or damaged surfaces shall be repaired in a manner acceptable to the Architect. A. All rubbish, waste or surplus materials shall be removed from time to time, and all woodwork, hardware, floors, or other adjacent work shall be cleaned up when so directed. All glass shall have all paint spots and brush marks removed, and upon completion of the painting work, shall be washed and polished, on both sides. All glass that is scratched or damaged by the painter's work shall be replaced as specified under the Glass & Glazing Section. Hardware and other unpainted metal surfaces shall be cleaned, using lacquer thinner or paint remover. No edged tools or abrasives will be permitted. The use of thinners and solvents on hardware or other finished materials shall be done with care so as to avoid possible damage or removal of protective coatings or finishes. A. No work will be accepted which shows laps, stains, flat or glossy spots or imperfections in surface over which paint or other finish is applied. END OF PAINTING Painting 09900.5 PART 1- GENERAL 1.01 General: A. PART 2 - PRODUCTS 2.01 Materials: 3.01 Installation: A. Section 10440 SIGNAGE Quik Park Off - Airport Parking Facility Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the interior signs as specified herein. Submittals: In addition to manufacturer's data and installation instructions, submit full -size sample units of sign and identification materials and holding devices for review by Architect. Identification System: Provide signs and identifications as follows: 1 Individual room identification for toilet room doors, clearly marked "MEN" or "WOMEN ", with 2" high letters on a blue background and handicapped symbols. Install sign units and components at locations indicated, or if not indicated as directed by Architect. Securely mount with concealed fasteners in accordance with manufacturers instructions, unless otherwise indicated. END OF SIGNAGE Signage 10440.1 PART 1— GENERAL 1.01 General: PART 2 — PRODUCTS 2.01 Materials: PART 3 — EXECUTION 3.01 Installation: Section 10520 PORTABLE FIRE EXTINGUISHERS Quik Park Off - Airport Parking Facility A. Related Documents: Drawings and general provisions of the contract including General And Supplementary Conditions and Division -1 Specifications, apply to work specified in this section. B. Manufacturers offering products to comply with requirements include the following: 1. J.L. Industries 2. Larsen's Manufacturing Co. Fire Extinguisher Standard: Provide units which comply with applicable UL standard and are labeled by UL. Submittals: Submit product data and installation instructions. A. Fire Extinguishers (FE): Provide fire extinguisher unit of types indicated for each fire extinguisher cabinet (FECB) and other locations indicated. 1. Multi- Purpose Dry Chemical Type (2A- 10BC -FE): UL -rated 2 -A; 10 -BC, 101b. nominal capacity, in enameled steel container or as required by the Fire Marshal. (2 required) B. Mounting Brackets: Manufacturer's standard, of proper size for type and capacity of extinguisher indicated. Provide brackets for extinguishers not located in cabinet. Portable Fire Extinguishers 10520.1 A. 7Th In accordance with manufacturer's directions for type of mounting required at height and locations indicated, or if not indicated, to comply with applicable regulations of governing authorities. Identify Fire Extinguisher with lettering spelling "FIRE EXTINGUISHER" printed on sign by silk-screen process, as selected by Architect from manufacturer's standard letter sizes, styles, colors and layouts. END OF PORTABLE FIRE EXTINGUISHERS Quik Park Off-Airport Parking Facility Portable Fire Extinguishers 10520.2 „ . . '.• , ' • , , • • PART 1 - GENERAL 1.01 General: PART 2 - PRODUCTS 2.01 Materials: Section 10800 TOILET ACCESSORIES Quik Park Off-Airport Parking Facility A. Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the Toilet Accessories work as shown on the - Drawings and as specified herein. B. Submittals: Submit four (4) copies of shop drawings or Manufacturer's literature for all items of this section for Architect's approval prior to installation. A. Toilet Tissue Dispenser: Shall be Model No. 0697GAL Stainless Steel Shelf and Toilet Paper Holder, as manufactured by American Specialties, Inc., or approved equal. (2 required) B. Paper Towel Dispenser: Shall be Model No. 0210 Paper Towel Dispenser, as manufactured by American Specialties, Inc., or approved equal. (2 required) C. Grab Bars: Shall be Model No. 3152 and Model No. 3124-48" Grab Bars, as manufactured by American Specialties, Inc., or approved equal. (2 each required) E. Toilet Seat Cover Dispenser: Shall be Model No. 0477-SM Toilet Seat Cover Dispenser, as manufactured by American Specialties, Inc., or approved equal. (2 required) F. Waste Receptacles: Shall be Model No. 0812 Free Standing Swing Top Waste Receptacle, as manufactured by American Specialties, Inc., or approved equal. (2 required) H. Soap Dispenser (Wall Mounted): Shall be Model No. 0343, All Purpose Soap Dispenser, as manufactured by American Specialties, Inc., or approved equal. (2 required). 1. Mirrors: Shall be 1/4" thick quality polished plate glass, silver coated and hermetically sealed with a uniform coating of electrolytic copper plating, guaranteed for 15 years against silver spoilage. Mirrors shall meet Federal Toilet Accessories 10800.1 , , •.., . • , . .• 4. " ••• • • PART 3 - EXECUTION 3.01 Installation: Specification #DD -M -411 B. Mirrors shall be mounted with continuous top and bottom "J" channels and wall mounting brackets. Mirrors shall be locked to brackets by means of theft - resistant set screws. See Drawings for mirror sizes. Verify sizes in field prior to fabrication. (2 required) A. Installation: Installation of all toilet accessories shall be in strict accordance with LL ' w Mounting Heights: Shall be in accordance with the 1994 Uniform Building Code �. Q and the requirements of Washington State Regulations (WAC 51 -20). N a 1-w ; _- zF.. F- ` 0 Z F- w • til: O c , 0 _, o 1-: ;w • w • 0 tii Z , Z manufacturer's written instructions and approved submittals. END OF TOILET ACCESSORIES Quik Park Off - Airport Parking Facility Toilet Accessories 10800.2 ' - PART 1 - GENERAL 1.01 General: A. Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the Pre - Manufactured Cabinet work as shown on the Drawings and as specified herein. B. Work Included: The work of this Section shall include, but is not limited to the following: 1.02 Submittals: SECTION 12300 PRE - MANUFACTURED CABINETS Cabinet bases; Cabinet doors, drawers, shelves & associated hardware. . Related Work Specified Elsewhere: 1. Section 06200 - Finish Carpentry 2. Section 06240 - Plastic laminate Quick Park Off - Street Parking Facility Quality Assurance: 1. Quality Standards: Except as otherwise shown or specified, comply with specified provisions of the following: Architectural Woodwork Institute (AWI) "Architectural Woodwork Quality Standards ", 6th Edition, Version 1.0, 1993. Product Delivery, Storage, and Handling: Protect cabinets during transit, delivery, storage, and handling to prevent damage, soiling and deterioration. Do not deliver cabinets until painting, wet work, grinding and similar operations which could damage, soil, or deteriorate cabinets, have been completed in installation areas. If, due to unforeseen circumstances, cabinets must be stored in other than installation areas, store only in areas meeting requirements specified for installation areas. A. Shop Drawings: Submit four (4) copies of shop drawings for all Pre - Manufactured Cabinets. The Manufacturer is responsible for details and dimensions not controlled by job conditions; and shall show on his shop drawings Pre- Manufactured Cabinets 12300.1 w U: U O' co o. Nw . • w =. N w ; w O 2 � Na .H Z 1-: O. Z D 0: w w H U : O�. W U O .Z 1.03 Job Conditions: PART 2 - PRODUCTS 2.01 Materials: Quick Park Off - Street Parking Facility all required field measurements beyond his control. The Contractor and the Manufacturer shall cooperate to establish and maintain these field dimensions. B. Colors and Finishes: Plastic laminate colors and finishes shall be as selected by the Architect from plastic laminate manufacturer's standard choice of colors. A. Examination: The Installer must examine the substrates and conditions under which the work is to be installed. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the Installer. Conditioning: The Installer shall advise the Contractor of temperature and humidity requirements for cabinet installation areas. Do not install cabinets until the required temperature and relative humidity have been stabilized and will be maintained in installation areas. A. Cabinets: Shall be "Quest" Cabinets, Laminate Style, Q -70, with #552 pulls, as manufactured by Crystal Cabinets, Inc., (206) 747 -6171, or approved equal. 1. Construction: a. Sides, front and back of drawers shall be constructed of 1/2" white melamine laminate with a 1/4" thick bottom of the same material. Drawers shall be equipped with epoxy coated drawer slides with a maximum load capacity of 75 pounds. b. Cabinet construction shall be 3/4" particle board covered in melamine laminate for sides, top and bottom. Back shall be 1/2" particle board with melamine laminate on the interior surface. All joints shall be doweled and glued. c. Base cabinets shall have 3/4" thick stretchers. d. Finish: Cabinets shall be plastic laminate finished in colors and textures as indicated on the Finish Drawings e. Exposed cabinet edges and shelf edges shall be edge banded to match face panels. Pre - Manufactured Cabinets 12300.2 PART 3 - EXECUTION 3.01 Execution: A. Installation: f. The cabinets shall have fully concealed, self - closing all steel hinges with 110° angle of opening; fully adjustable. 1. Install the work plumb, level, true, and straight, with no distortions. Shim as required using concealed shims. Install to a tolerance of 1/8" in 8' -0" for plumb and level and with 1/16" maximum offset in flush adjoining surfaces, 1/8" maximum offsets in revealed adjoining surfaces. Install without distortion so that doors and drawers will fit openings properly and be accurately aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. Complete the installation of hardware and accessory items as indicated. Adjustment, Cleaning, Finishing, and Protection: 1. Repair damaged and defective wood and laminate work wherever possible to eliminate defects functionally and visually; where not possible to repair properly, replace. Adjust joinery for uniform appearance. 2. Clean hardware, lubricate and make final adjustments. Quick Park Off - Street Parking Facility 3. Clean exposed and semi - exposed surfaces. Touch -up shop - applied finishes to restore damaged or soiled areas. Complete the finishing work specified as work of this Section, to whatever extent not completed at the shop or prior to installation of cabinets. 5. Protection: The Installer of cabinets shall advise Contractor of final protection and maintained conditions necessary to ensure that the work will be without damage or deterioration at the time of acceptance. END OF PRE MANUFACTURED CABINETS Pre - Manufactured Cabinets 12300.3 PART 1 - GENERAL 1.01 General: A. Description of Work: The work of this Section shall include all labor, materials, equipment and appliances required to complete the Mechanical work as indicated on the Drawings and as specified herein. Ordinances and Permits: 1. Follow local and state requirements for all work, including City Mechanical Permit. 2. Laws, codes, and ordinances take precedence over the Drawings and Specifications. Drawings: 1. The drawings are to some extent diagrammatic and do not attempt to show exact details. 2. Verify all measurements and connections on the job, and check vertical clearances. Section 15050 Quik Park Off - Airport Parking Facility BASIC MECHANICAL MATERIALS AND METHODS Workmanship: Architect will provide field measurements for fixture locations. Refer to the Specifications for other details of the job affecting the Mechanical work. 1. All equipment and materials shall be new, latest model, and of the best quality. 2. Install all equipment and material in good workmanlike manner, in accordance with the Manufacturer's recommendations or instructions, and following the best practices of the trade. F. Submittals: Before ordering, submit an itemized list of equipment, including Manufacturer's specifications. Basic Materials and Methods Section 15050.1 PART 2 - PRODUCTS 2.01 General: A. Sleeves: Unions: Mechanical Equipment: 1. If the equipment selected by the Contractor varies in dimensions from the details on the drawings, the Contractor shall submit a drawing of the space, accurately to scale, showing all such equipment. This shall apply to both plans and sections. 1. Install 20 gage galvanized sleeves for piping through concrete or masonry. 3/8" clearance around pipe or covering. Except as noted in the foregoing, cut sleeves flush with surface. 3. Caulk around sleeves pipes passing through walls or floors in finished areas. Plates: Where uninsulated pipes pass through finished walls, ceilings, and floors, use chrome plated floor plates, Grinnel Fig. 10, or Beaton and Corbin. Stamped or cast brass. 1. Install unions at all connections to equipment and where necessary to disconnect for repairs. 2. Insulating unions, approved by Engineer, where dissimilar metals join. Valves: 1. Install valves and cocks where required and to isolate each piece of equipment; Crane, Nibco- Scott, Kennedy, Stockham, Hammond, OIC, Lunkenheimer, Jenkins, Walworth, 125 s.w.p., or equal. Copper Tubing: Ream thoroughly to remove all burrs. Quik Park Off - Airport Parking Facility 2. Polish contact surfaces of fittings and pipes before fluxing male and female surfaces of joints. Basic Materials and Methods Section 15050.2 Quik Park Off - Airport Parking Facility Sil -fos or Sil -braz on all underground work. 50 -50 soft solder for above ground joints. Nibco copperized flux. 5. Use wrought couplings; swaged tube joints not permitted. 6. Take care to avoid burning of piping. 7. Install solder unions, ground joint or flanged where necessary for access to equipment or to disconnect for repairs. Iron Piping: 1. Ream all pipe to full diameter. 2. Use pipe dope on male threads of all screwed joints. Underground Drain Pipe: 1. Schedule 40 ABS piping and fittings. Clean Outs: 1. Floor: Cast -iron body and frame, with cleanout plug and adjustable round top to receive 1/8 -inch thick resilient floor finish. Floor Drains: Plugs: Cast - bronze or brass, threads complying with ANSI B2.1, countersunk head. 1. Cast -iron body and flashing collar. Five -inch diameter nickel bronze adjustable stainer head with secured square whole vandal proof grade. Provide trap primer connection. JR Smith 2005 -A -P -U 2" PART 3 - EXECUTION 3.01 General: A. Interference: Locate all piping to avoid conflict with fixtures to be installed after the rough installation of plumbing and piping. B. Protection and Cleaning: Protect all equipment from damage and against rust and dirt during progress of the job. Basic Materials and Methods Section 15050.3 C. As -Built Drawings: At completion of job, submit one set of blue or blueline prints on which the Contractor has drafted deviations from the original plans for concealed lines. Piping Installation: 1. Install drain lines to conform with the UPC. 2. Provide for all expansion, locating offsets and spring pieces where necessary. Change size in piping with reducing couplings; bushings not acceptable. Install all piping parallel with the building and other piping. 5. Floor Drains: Quik Park Off - Airport Parking Facility Install all wastes line at a minimum slope of 1/4" per foot (2 percent) from the fixture to the discharge side of the building and extending to 5 feet beyond the foundation. Cut pipe accurately to measurement established on building and work into place without springing or forcing. Provide adequate clearance around piping to prevent expansion noises. 8. At Contractor's option, black steel pipe and copper tube may be machine bent, using Senna Bender to eliminate fittings. The use of leak plugging compounds or chemicals shall not be permitted, nor allowed to be added to the water in the system. 10. Piping Insulation: All water supply piping shall be insulated with a minimum of 1" of insulation having a conductivity (k) of between 0.24 and 0.28. 1. Install floor drains in accordance with manufacturer's instructions and in locations indicated. 2. Install floor drains at low points of surface areas to be drained. 3. Trap all drains connected to the sanitary sewer. 4. Maintain integrity of waterproof membrane, where penetrated. Basic Materials and Methods Section 15050.4 o .. Trap Primers: 2. Place plugs in ends of uncompleted piping at end of each day or end work stops. Operating Instructions: 1. Quik Park Off - Airport Parking Facility 1. Install trap primers with piping pitched toward drain trap, minimum of 1/8" per foot (1 percent). Adjust trap primer for proper flow. Protection: 1. Protect drains during the construction period to avoid clogging with dirt and debris and to prevent damage from traffic and construction work. Instruct Government's maintenance and operating crew in the proper operation of all equipment and, in the care of the Mechanical installation. Responsibility and Guarantees: 1. Make complete mechanical installation, connecting to equipment shown on the plans, or called for in the specifications. 2. All work, material, and equipment to be free of defect. 3. Without cost to Government, correct all defects and failures discovered within one year from date of final acceptance. The guarantee of the Contractor is independent of shorter time limits by any manufacturer of equipment he has furnished. 5. Make all necessary adjustments during first year of operation. 6. The presence of an inspector during any construction does not relieve the Contractor from responsibility for defects discovered after completion of the work. END OF BASIC MATERIALS AND METHODS Basic Materials and Methods Section 15050.5 Before, or at the completion of the work, furnish to the Owner two neatly ? o bound sets of Manufacturer's parts list, operation and maintenance U m . instructions for each piece of equipment installed. o H- w Z , w U =! O f" PART 1 - GENERAL 1. PART 2 - PRODUCTS 2.01 Materials: A. Water Supply System: 1. Building Piping Material: Section 15400 PLUMBING UO. U.1 • .w N LL' LL Q' I-w; I- 0! • z .0 '= U w • z • .0 Ham. a. Aboveground: Type "L" hard copper. z 1.01 General: A. Description of Work: The work of this Section shall include all labor, materials, equipment and appliances required to complete the Plumbing work as indicated on the Drawings and as specified herein. Work of this Section shall include: Domestic supply, waste and vent piping. 2. Plumbing fixtures as scheduled. Quik Park Off - Airport Parking Facility b. Wrought copper fittings. Bend piping with Senna Bender where practicable. c. Underground: Type "K" or "L" copper. d. Solder: Silver alloy solder for buried piping; 50 -50 tin -lead solder for aboveground. e. Brass I.P.S. nipples for fixture connections. f. Use insulating unions where joining dissimilar metals. B. Drainage and Vent Piping: 1. Drain, Waste and Vent Material: Acrylonitrile- butadiene - styrene (ABS) drain, waste and vent pipe and fittings conforming to ASTM D 2661. Plumbing 15400. 1 Plumbing Fixtures: 1. General: a. Obtain exact locations from architectural plans. b. Stop valve for each water connection for each fixture, including sinks, except where integral stops are specified. c. Where trim or rough is not specified, furnish all necessary for the completion of the job, and of the same quality as specified elsewhere. All fixtures shall be white, acid - resisting enameled cast iron, unless noted otherwise. • All trim chrome- plated. Quik Park Off - Airport Parking Facility Escutcheon plates for exposed lines thru walls and floors. Install wall carrier fittings where specified and as required for wall - mounted fixtures. Where special wall carriers are not specified, use can-iers or hanger clips furnished as standard for the particular fixtures. Provide backing. Install trim as specified and connect to equipment furnished by others. Where not otherwise specified, P -traps shall be 17 gauge tubing, chrome- plated. Each trap plainly stamped with manufacturer's mark and gauge of trap. Lavatory traps - 1 1/2" 17 gauge chrome - plated. a. Lavatory: Pennington, Model K- 2196 -8 lavatory in white with Model K- 7443-K/K- 16012 -2 Triton Faucet , and pop -up K -7702 drain in polished chrome, by Kohler, or approved equal. (2 required) b. Water Closet: Wellworth, Model K -3433 with K- 4686 -A seat in white, and K- 7637 angle supply by Kohler or approved equal. (2 required) Plumbing 15400.2 �W J 0 0 cn W =, CO LL W co = d � H W. z � 1- 0 z U 0 O N • 1 W W: H • U LL 0` .z c.) S 0 1 0 z r.: tea c. g. PART 3 - EXECUTION 3.01 Installation: Quik Park Off - Airport Parking Facility Urinal: Dexter urinal Model No. K- 5016 -T, by Kohler, or approved equal. Provide Model 186 -1 Royal Flushometer, by Sloan, or approved equal, and Model 400 universal carrier by Wade, or approved equal. oO N 0, w = CO LI- 111 O . J' u. F Hose Bibb ? i-- Model 5609QT Series non -freeze wall hydrant with vacuum z �: breaker by Jay R. Smith, or approved equal. (2 required) 2 n ; mo c..) co , ;o Shut-off Valve: Class 125, bronze, screw -in bonnet, solid wedge, rising stem, by 81 Nibco, or approved equal. e. In -Line Water Heater: Instant -Flow tankless electric water heater, Model S -60I, with 1.0 GPM Flow rate, 45 PSIG min. water pressure required with flow control. (1 required) Shut -off Valve Class 125, bronze, screw -in bonnet, solid wedge, rising stem, by 81Nibco, or approved equal. w uj w - O Floor Drain w o Zurn Model No Z- 415 - =P floor drain with %2" trap primer "1 connection by Zurn, or approved equal. (2 required) z i. Floor Cleanout Zurn Model No. Z -1454 adjustable floor cleanout with flashing flange by Zurn, or approved equal. A. Installation: Installation of plumbing items and fixtures shall be in accordance with Section 15050, Basic Mechanical Materials and Methods and the Uniform Plumbing Code. Provide all miscellaneous materials and accessories necessary for complete and operational plumbing system. END OF PLUMBING Plumbing 15400.3 • PART 1- GENERAL 1.01 General: HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) A. Description of Work: The work of this Section shall include all labor, materials, equipment and appliances required to complete the Heating & Air Conditioning Equipment work as indicated on the Drawings and as specified herein. B. Warranties: One (1) year factory warranty on the all products. One (1) year service and maintenance guarantee by Contractor for the split system heat pump Unit installation. 1. 1.02. Submittals: Quality Assurance: Codes, Standards and Publications: Comply with the provisions of the following codes, standards and publications, except as otherwise shown or specified: a. Uniform Mechanical Code. b. Uniform Plumbing Code. Section 15500 Quik Park Off - Airport Parking Facility American Society of Heating and Refrigeration and Air - Conditioning Engineers (ASHRAE). Air - Conditioning and Refrigeration Institute (ARI). e. ANSI/NFPA 90A: Installation of Air Conditioning and Ventilation Systems. UL: Provide units and components that are labeled and listed by UL. A. Product Data: Submit manufacturer's technical product data, including rated capacities of selected model indicating weights (shipping, installed and operating), furnished specialties and accessories, and installation and start -up instructions. Heating, Ventilating, and Air Conditioning (HVAC) 15500.1 -, 2.01 Heating & Air Conditioning Equipment 3.02 Units: B. Shop Drawings: Submit manufacturer's assembly -type Shop Drawings indication dimensions, weight loadings, required clearances, and methods of assembly of components. PART 2 - PRODUCTS A. Split System Heat Pump: Shall be Model No. TWR030C100A Condenser with TWE036C14 air handlerand auxiliary electric heat (12.0 KW, as manufactured by The Trane Company, or approved equal. Air delivery shall be 1,200 CFM. B. Miscellaneous: Provide all miscellaneous items and appurtenances required for complete and operational heating and cooling system. All parts shall be as manufactured or approved by HVAC equipment manufacturer. PART 3 - EXECUTION 3.01 Inspection: A. Examine areas and conditions under which units are to be installed. Do not proceed with work until unsatisfactory conditions have been corrected. A. General: Install unit in accordance with manufacturer's installation instructions. Plumb and level, and firmly anchored in locations as indicated. Maintain manufacturer's recommended clearances. D. Start Up: Start up in accordance with manufacturer's instructions. Test controls and demonstrate compliance with requirements. Replace damaged or malfunctioning controls and equipment. Drain Piping: Provide trap at condensate drain; construct at least 25mm (1 inch) deeper then fan pressure in inches of water. 3.03 Spare Parts: Quik Park Off - Airport Parking Facility Ductwork: Connect supply and return to unit with flexible duct connections. Provide transitions to exactly match unit duct connection size. Return duct shall return to the end of the air handler. Provide mixing box for connection to outside air intake. Provide ductwork penetration through roof with roof cap and insect screen. Heating, Ventilating, and Air Conditioning (HVAC) 15500.2 re 2 6 JU 0 N p. U) w : wI J N wO D. ,Cn z �. z � U 0, O . 0 I- 11.1 w • u ) U= O z . v Furnish to Owner, with receipt, for each unit: 1. 1 set matched fan belts for each belt -driven fan. Quik Park Off - Airport Parking Facility 2. 1 complete set filters for each unit, not including new filters to be installed after testing and balancing. 3.03 Insulation: A. Insulate piping, condensate drains, and all other associated appurtenances. 3.04 Cleaning: A. Plenums and casings shall be thoroughly cleaned of all debris and vacuumed free of all small particles of rubbish and dust before installing and making final duct connections. Equipment shall be wiped clean, with all traces of oil, dust, dirt, or paint spots removed. 3.05 Instruction: Provide Owner with all maintenance and operation manuals for equipment. Instruct Owner's representation in the normal required maintenance and operation of the unit. END OF HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) Heating, Ventilating, and Air Conditioning (HVAC) 15500.3 1.01 General: PART 1- GENERAL PART 2 - PRODUCTS 2.01 Materials: A. Ductwork: Section 15800 AIR DISTRIBUTION Quik Park Off - Airport Parking Facility A. Description of Work: The work of this Section shall include all labor, materials, equipment and appliances required to complete the Air Distribution work as indicated on the Drawings and as specified herein. Work Included: The following is a list of the major items of work included in this Section: a. Ductwork; b. Duct Insulation; c. Dampers, Registers and Grilles; Exhaust Fans; 1 e. All associated materials and miscellaneous items necessary for a complete air distribution system. Quality Assurance: All work shall be in accordance with standards of the Sheet Metal and Air Conditioning Contractor's National Association, Inc. (SMACNA) and with all applicable codes. Coordination: The Contractor shall correlate the duct locations and related equipment with all structural features of the work, electric fixtures and conduits, and other fixtures having fixed locations to avoid conflict. 1. Galvanized Sheet Metal Ductwork: Uniform Mechanical Code 4 -2, Chapter 10, latest edition or latest edition of ASHRAE Guide Table. 2. Flexible Ducts: Standard factory- fabricated product, construct an inner wall on impervious vinyl or chlorinated polyethylene, permanently Air Distribution 15800.1 3.01 General: Duct Insulation: 1. Manufacturers: Shall be Owens - Corning, Schuller, PPG, Knauf, Armstrong, or approved equal. PART 3 - EXECUTION Quik Park Off - Airport Parking Facility bonded to a vinyl or zinc coated spring steel helix. Cover the assembly with fiberglass blanket insulation which shall be covered by an outer wall of vinyl or fiberglass- reinforced metalized vapor barrier. UL 181 listed Class 1 flexible air duct material. Overall thermal transmission no more than 0.25 (BTU *in) /(hr *sq.ft. *deg. F) at 75F differential, per ASTM C335. Vapor transmission value no more than 0.10 perm, per ASTM E96. Manufacturers: J.P. Lamborn Company, Norflex Cleavaflex, Genflex, Atco, Flexmaster, Thermaflex, or approved equal. Factory Fabricated Metal Round Ductwork: Provide per Uniform Mechanical Code 10 -1, ASTM A527 -67 Class O. Round sheet metal spiral lock seam type. Fittings: Same construction as the duct. Duct sealer: Specifically formulated for sealing field joints for round spiral lock -seam duct systems. Manufacturers: United Sheet Metal, Dee's, Semco, or approved equal. CO w w0 g J 21 a �.. w ? t-.0 Z U � O a w O . ui z : U =, Flexible Fiber Glass Blanket: ASTM C553, Type 1, Class B -2; flexible z General: Provide composite duct insulation (insulation, jackets, covering, sealers, mastics and adhesives) with flame spread index of 25 or less, and smoke developed index of 50 or less, as tested by ASTM E84 (NFPA 255) method. blanket. `R' Value = 7 at 75F installed. Vapor barrier jacket shall be FSK, aluminum foil reinforced with fiber glass yarn and laminated to fire resistant kraft, secured with UL listed pressure sensitive tape and/or outward clinched expanded staples and vapor barrier mastic as needed. 4. Duct Insulation Accessories: Staples, bands, wires, tape, anchors, corner angles and similar accessories as recommended by insulation manufacturer for application indicated. Dampers, Registers and Grilles: See Air Device Schedule on Mechanical Drawings. D. Exhaust Fans: See Exhaust Fan Schedule on Mechanical Drawings Air Distribution 15800.2 4vaN;.y":al• aan 3.02 Ductwork: A. General: The duct layout shown on the Drawings is diagrammatic in nature. Coordinate the ductwork routing and layout, and make alterations as required to eliminate physical interferences. Where deviations are necessary, such alterations shall not compromise the air flow, pressure drop or sound characteristics of the ductwork. Such determinations shall be made by the Architect. B. Installation: All ductwork shall be fabricated and installed in strict accordance with the current issues of the ASHRAE "Guide" and SMACNA Standards. General: Contractor shall be responsible for complete air distribution system in accordance with state and local codes and best practices of the trade. Duct Insulation: Insulation shall be installed in strict accordance with manufacturer's recommendations and the Washington State Non - Residential Energy Code. All ductwork installed in unconditioned spaces shall be insulated with insulation having a minimum R Value = 7. 3.03 Dampers, Registers and Grilles: Quik Park Off - Airport Parking Facility A. General: Installation shall be in strict accordance with manufacturer's recommendations. B. Caulk and seal to sheet metal work to prevent leakage streaking. 3.04 Exhaust Fans: A. Installation: Install exhaust fans in accordance with manufacturer's instructions and applicable portions of this Specification. 3.05 Miscellaneous Construction: A. Registers and Grilles shall fit air -tight to all surfaces to which they are mounted. Provide sponge rubber gaskets under flange, where applicable. B. Fitting to Equipment: Contractor shall lay out duct work so all connections fit neatly, and correctly to all grilles, registers and equipment. The entire system shall be virtually air -tight and neat in appearance. C. Internal ends of slip joints shall be in direction of air flow. D. Testing: Pressure test completed ductwork system at a positive static pressure for 5 minutes with maximum air leakage not to exceed 1 percent of rated air flow. Air Distribution 15800.3 r QQ � J U . U0 CO o w : N u-: w u. ' ` a � z �. H z � U � N : O- c - w u ) U ~ O . ..z w — H O z Balancing and Adjustment: Air balancing and adjustments shall be be performed by a firm certified by the National Environmental Balancing Bureau (NEBB) or Assoicated Air Balance Caouncil (AABC). Work shall be under the direct supervision of a person who has passed written and practical NEBB or AABC examinations for testing, adjusting and balancing of air systems. Submit written report documenting the balancing and adjustment of the air handling system. Verify that the air handling system is complete and operational. END OF AIR DISTRIBUTION Quik Park Off - Airport Parking Facility Air Distribution 15800.4 e Geoi Engineers • Consulting Engineers and Geoscientists Geotechnical Engineering Services Proposed Parking Lot Tukwila, Washington RECEIVED CITY OF TUKWItA December 20, 1999 \ A 3 201(11 PP WIT CENTER z � -J U co o U) W W co u_ 2 } � � a = W z � Z w ui U � O � o H WW 0 LL'O Z w � U = z Geo4,1Engineers GeoEngineers. Inc. 8410 154th Avenue A.E. Redmond. WA 98052 Telephone (425) 861-6000 Fax (425) 861-6050 \V %.geoengineers.com Printed on recycled paper. Republic Parking c/o Perteet Engineering, Inc. 10209 Bridgeport Way Southwest, Suite C -1 Lakewood, Washington 98499 Attention: George Reynolds : December 20, 1999 Consulting Engineers and Geoscientists z Offices in Washington, _ ~; Oregon. and Alaska as, W J V ' UO Q N • W = to U. Report w O Geotechnical Engineering Services Proposed Parking Lot Q Tukwila, Washington cn d : GEI File No. 7704 -001 -00 w _ : INTRODUCTION O z t— This report presents the results of our geotechnical evaluation for the proposed Republic w o Parking Lot located north of the intersection of 160 Street and Military Road in SeaTac, v Washington. The approximate location of the subject site is shown in Figure 1, the Vicinity Map. ; O p 1— The proposed layout of the site with the approximate locations of our subsurface explorations is = W 1— U shown in Figure 2, the Site Plan. u. = O We understand that you are considering construction of an asphalt -paved parking lot on the w z site. We also understand a portion of South 158 Street will be moved to the south. The southern : and central portions of the site will be cut. .Based on information provided by you, we further z understand that the excavated soil will be used to fill the northern portion of the site and retaining walls will be constructed throughout the site, SCOPE The purpose of our services is to evaluate the surficial soil and water conditions at the site as a basis for providing geotechnical recommendations for construction of the parking lot. The specific scope of services completed for this project includes the following: 1. Review available geologic and Soil Conservation Service maps of the site. 2. Explore subsurface conditions at the site by excavating 11 test pits throughout the site using a trackhoe. 3. Provide recommendations for site preparation, including grading and filling. 4. Provide recommendations for subgrade preparation for the relocated street. Republic Parking c/o Perteet Engineering, Inc. December 20, 1999 Page 2 S. Provide recommendations and specifications for retaining wall options. 6. Provide recommendations for site drainage and control of any ground water that may be z encountered. z 7. Summarize our conclusions and recommendations in a written report. ce 6 g J U SITE CONDITIONS O N 0 : SURFACE CONDITIONS w w Th site is situated on an upland area in the extreme southwestern portion of the City of u. 0 Tukwila. The site is bounded by residential development to the east and south, by a theater parking lot to the west and by Highway 518 to the north. The site consists of about 10 acres of undeveloped g Q property. A portion of South 158 Street is located in the southern portion of the site. We co d understand that this street will be relocated to the southern and eastern portions of the site as a part H = of this development as shown in Figure 2. ? �- The site is presently undeveloped. Two elevated billboards are located in the northwest and W O northeastern portions of the site. The remainder of the site north of South 158 Street is vegetated with scattered trees and blackberry bushes. The portion of the site south of South 158 Street is U p 0H vegetated with fir and alder trees with a moderate to heavy understory of blackberries, ferns and w w brush. c.) Topographically, the site generally slopes downward to the north. A knob is located in the L I O northern portion of the site. A relatively deep ravine is located west of the knob; a shallow drainage v N course is located east of the knob. The remainder of the site is relatively flat with a downward slope 0 1 ' to the north. Areas of 30 to 40 percent slope exist on all sides of the knob. Areas of 20 to 50 Z percent slope exist in the extreme southern portion of the site. HISTORICAL CONDITIONS Historical conditions at the site were evaluated by a review of historical aerial photographs at Walker and Associates, located in Renton, Washington, on November 22, 1999. A review of the photographs revealed the former presence of two houses on the subject property. The houses were located south of existing South 158 Street. One house was located in the southwestern portion of the site, near the intersection of South 158 Street and Old Military Road. This house was torn down sometime before 1956 but after 1946. The second house was located in the southeastern portion of the site. A paved driveway still exists in this area. This house was torn down sometime before 1980 but after 1974. Metal debris was observed in this area during our site visits. SUBSURFACE EXPLORATIONS Subsurface conditions at the site were evaluated by excavating 11 test pits with a tracked excavator on November 30, 1999. The test pits extended to depths ranging from about 7 to 13 feet G e o E n g i n e e r s File No: 7704 - 001,10 ,amity. i�.SG.AYiA.'k +iwl.:u' e'w.t'.Jtikt �1l:w:HL�•w.ilil. iY'� h�az.l+U1.N.il�.iL•••✓.�nCi!� :s�tli✓......::W.w.. ryti .••. vyaswn�v...... VA kW Republic Parking c/o Peneet Engineering, Inc. December 20. 1999 Page 3 below the existing ground surface. The test pits were located in the field by our representative by taping or pacing from existing site features such as property corners and roadways. The approximate locations of the test pits are shown on the Site Plan. The locations should be considered accurate to the degree implied by the measurement methods. The test pit excavations were continuously monitored by our representative who maintained a log of the subsurface conditions, visually classified the soils encountered, and obtained representative soil samples as needed. The soils encountered were visually classified in general accordance with the system described in Figure 3. The logs of the test pits are included as Figures 4 through 9. SUBSURFACE CONDITIONS Soil Subsurface conditions at the site appear to consist of a relatively thin layer of Vashon age glacio- lacustrine or recessional outvvash deposits over glacial till. A small amount of fill soil was also encountered above the till in two of the test pit explorations (TP -6 and TP -8). Glacio- lacustrine soils were encountered to a depth of 7 feet below ground surface in test pit TP -2. The glacio-lacustrine soil consists of a laminated deposit of medium stiff to stiff silt with sand. Vashon recessional outwash soils were encountered in test pits TP -1, TP -3, TP-4, TP -6, TP -7 and TP -9. Recessional outwash consists of a loose to medium dense mixture of sand with variable amounts of gravel and silt. The outwash was encountered to depths ranging from 3 to 6 feet below ground surface in these test pits. A small amount of fill soil was encountered in test pit TP -8. The fill soil was encountered to a depth of 3 feet below ground surface and appears to be related to a house which was located near this test pit location. Unweathered glacial till was encountered beneath the fill, recessional outvvash and glacio- lacustrine soils, to the full depth explored in the test pits. The glacial till soils consist of a very dense mixture of silt, sand and gravel that was deposited directly beneath the advancing ice sheet. Groundwater Shallow ground water seepage was observed in all of the test pit explorations except for TP -3 and TP -9. The ground water seepage observed in the other test pits generally occurs at the recessional /till contact. The ground water seepage varies in amount from slow (test pits TP -2, TP -4, TP -8 and TP -10) to rapid (TP -7). Ground water seepage was most abundant in test pits TP -1, TP -6, TP -7 and TP -11. Shallow ground water seepage at the site is likely seasonally influenced. The shallow ground water table encountered in the test pits likely dries out during extended periods of dry weather. G e o E n i n e e r s r ?.. •. �-_- Republic Parking c/o Perteet Engineering, inc. December 20, 1999 Paee 4 CONCLUSIONS In our opinion, the project site is suitable for the proposed development with respect to geotechnical considerations. The on -site soils contain a high percentage of fines (material passing the U.S. No. 200 sieve) and are very moisture- sensitive. Operation of equipment on the site soils will be difficult, if not impossible, when wet. Site preparation and earthwork should be completed during periods of extended dry weather, if feasible, to reduce grading costs. A significant amount of shallow ground water was encountered in several of the test pits at the site. If site preparation activities occur during the wet winter months we expect that the control of shallow ground water at the site, especially in areas to be cut, will be difficult. SITE PREPARATION AND EARTHWORK General We recommend that all fill debris, building foundations, existing asphalt, sod, brush, trees and associated stumps, and other unsuitable materials be stripped from the site. Areas to receive fill should be stripped down to medium dense to dense native soils prior to placement of structural fill. • We expect stripping depths on the order of 2 to 3 feet in these areas. We recommend that the areas to receive fill be proofrolled with a Loaded dump truck after the unsuitable soil is removed. Any areas of unsuitable soil identified during proof rolling should be removed from the site. Prior to placement of fill, the exposed subgrade should be compacted to a firm and unyielding condition. We recommend that the area of the former houses be evaluated for the potential presence of septic tanks and heating -oil underground storage tanks (USTs) before stripping activities occur in these areas. If tanks are found they should be removed and disposed of by a contractor licensed and certified to remove USTs. Proposed Realignment of South 158 Street We recommend that the proposed alignment for South 158 be cut to provide a minimum of 2 feet below the base of the proposed asphalt subgrade. The exposed subgrade should be compacted to at least 95 percent of maximum dry density. Areas too wet to compact properly. should be dried out or removed and replaced with compacted fill. We recommend that the roadway subgrade be filled with a free - draining sand and gravel fill, that contains less than 5 percent fines. The subgrade fill should be compacted to at least 95 percent of the maximum dry density. STRUCTURAL FILL All fill placed in embankment areas, building, and pavement areas should be placed as structural fill and should be free of organic material and cobbles larger than 6 inches in diameter. All structural fill should be compacted to at least 95 percent of the maximum dry density G e o E n g i n e e r s File No: 7704- O01-00 . , WI7f�, 'fS$V' 4MIIMPI~OttkeikittOtttrAVVP1YROW?4∎31.1 mtmrfMinntio smw+.c OTAKItoive rx.nnt SAM.AMi Aftlebak ?!!,711NetW*. 2: +a.rnrw.a .ti.,n.nip..ru,tir u . as .,en:5xxn+n 1 Republic Parking c/o Perteet Engineering, Inc. December 20, 1999 Page.5 determined in accordance with ASTM D -1557 test procedures. The fill should be placed in horizontal lifts with a maximum loose thickness of about l0 inches and each lift should be uniformly compacted to the specified density. The on -site recessional outwash soils may be satisfactorily re -used as structural fill during dry- weather conditions. The suitability of soil for use as structural fill will depend on its gradation and moisture content at the time of placement. As the amount of fines (soil particles smaller than the No. 200 sieve) increases, soil becomes more sensitive to excess moisture. Adequate compaction of soil with a high fines content and excess moisture will be essentially impossible to achieve. The glacio- lacustrine and glacial till soils encountered in the test pits have a high fines and moisture content and as such will be difficult if not impossible to compact during wet weather conditions. If site - grading work must be completed during wet weather conditions it will be necessary to import fill material that can be readily placed and compacted if the grading work is to proceed. We recommend that any imported select granular fill have no more than 5 percent fines, by weight passing the 3/4 -inch minus material. WALL OPTIONS General We understand that several retaining walls will be built at the site as a part of this project. The approximate locations of the proposed retaining walls are shown in Figure 2. The walls will range in height from 2 to 9 feet and will mostly retain fill soils. We understand that one wall south of the proposed new alignment of South 158 Street will retain a cut slope. This wall will attain a maximum height of 8 feet. We further understand that you are considering a rockery wall for this portion of the site. Based on the soil conditions -encountered in the test pit explorations, and our understanding of the project, we recommend that for wall elements greater than 4 feet in height, modular block---' retaining walls be considered for retaining fills at the proposed development. Rockery walls can be used to retain fills less than 4 feet in height. The walls should be founded on dense to very - dense native soils: For walls founded as recommended we recommend using a soil bearing pressure of 3,000 pounds per square foot (psf) for design purposes. Detailed design recommendations for retaining walls are not part of the scope of this study. However, we can provide that service when design plans are developed, if requested. Many variations in wall design may be applicable to this site. We will be pleased to provide recommendations to assist in selection of retaining wall types as appropriate. Wall Fill Placement We understand from review of the information provided by you, that earth fills will be placed on the northern and western portions of the property on slopes that are presently inclined up to 30 G e o E n g i n e e r s File No: 7704 - 001-00 Republic Parking c/o Perteet Engineering, Inc. December 20, 1999 Page 6 percent slope. We also understand that earth fills will be placed in the approximate center of the site. The plans provided by you indicate that the fills will be retained by walls that will range in height from 1 to 9 feet. The fill material must be placed and compacted using proper hillside grading techniques. It is ,. critical that the constructed fill is benched into the existing slope face. Bench excavations should 1 be level and extend into the slope face until a vertical step of about 3 feet is constructed. The bench excavations must extend into medium dense to dense native soils. We recommend using a granular structural fill for the hillslope fills that contains no more than 5 percent by weight material which passes the No. 200 sieve for wet weather construction. During dry weather the fines content can be greater, providing that compaction is achieved. The fill should be placed in loose lifts of about 8 to 10 inches in thickness. Fill material placed within 2 feet below the bottom of the pavement structure should be compacted to at least 95 percent of the maximum dry density of the soil based on ASTM D 1557. Fill material placed at a depth greater than 2 feet below the bottom of the pavement structure should be compacted to 90 percent of this same standard. We recommend that fill material placed in the upper 1 foot of the proposed parking lot and street pavement areas consist of well - graded sand and gravel containing no more than 5 percent fines, based on the fraction passing the 3/4 -inch sieve. Fill placed below this layer can consist of on -site material or siltier imported material, providing that it can be conditioned to the proper moisture content and properly compacted. As stated in the previous sections, for wet weather placement, we recommend that all imported fill consist of sand or sand and gravel with less than 5 percent fines. Wall Fill Drainage We recommend that contour'subdrains should be installed at the rear of each bench to control anticipated ground water seepage. The subdrains should be installed concurrently with the fill. The drain should consist of a free - draining sand and gravel drainage material, placed in a trench about 2 feet wide, fully encapsulated within a suitable geotextile filter fabric, such as Miraf 140N (or similar material). A heavy -wall perforated pipe should be installed near the bottom of each subdrain, underlain by at least 3 inches of drainage material. Pipes should have minimum slopes of 1 percent and / _ should drain toward suitable collector and discharge points away from the fill section. All subdrain lines should include cleanout risers. Discharge pipes should be covered with heavy galvanized wire mesh to prevent rodent access.' Lateral Pressures The lateral soil pressures acting on the modular block walls will depend on the ground surface configuration behind the wall, and the amount of lateral wall movement that can occur G e o E n g i n e e r s File No: 7704 - 001 -00 1 :4'..113; '5144.' ".4+ A Jx: sw.uu'd ay uuva nnanlwn rm z z Lir re 2 6 -J U0 w = J H N u- wO co • � = a z � I— 0 w ~ uj 2 U C) O CO ca w w LLO .. w rn 0� O z Republic Parking c/o Perteet Engineering, Inc. December 20, 1999 Page •7 after the wall is built. We have assumed that the wall backfill material is well- drained, has been compacted according to our specifications, and is capped by asphalt. Walls constructed as recommended may be designed using 35 pounds per square foot, multiplied times the wall height, to derive an active earth pressure in pounds per cubic foot (pcf) for horizontal backfill surfaces. " For passive pressure, we recommend using 300 pounds per square foot, multiplied by the wall height, to derive a value in pcf. Friction resistance can be computed using a coefficient of friction -~ of 0.35 applied to the lateral soil pressures. FOUNDATION SUPPORT We understand that a small office structure will be constructed in the southeastern portion of the site. We also understand that stormwater vaults may be installed in the northeast and northwest corners of the site. We recommend that spread footings for the office structure, and vault footings be founded on medium dense to dense native soils or on adequately compacted structural fill that extends to suitable native soils. The soil at the base of the excavations should be disturbed as little as possible. All loose, soft or unsuitable material should be removed or recompacted, as appropriate. A representative from our firm should observe the foundation excavations to determine if suitable bearing surfaces have been prepared. All footing elements should be embedded at least 18 inches below grade for frost protection. We recommend a minimum width of 2 feet for isolated footings and at least 16 inches for continuous wall footings. Footings founded as described above can be designed using an allowable soil bearing capacity of 3,000 pounds per square foot (psf) for combined dead and long -term live loads. The weight of the footing and any overlying backfill may be neglected. The allowable bearing value may be increased by one -third for transient loads such as those induced by seismic events or wind Toads. Lateral loads may be resisted by friction on the base of footings and the office floor slab and as passive pressure on the sides of footings. We recommend that an allowable coefficient of / friction of 0.35 be used to calculate friction between the concrete and the underlying soil. Passive pressure may be determined using an allowable equivalent fluid density of 250 pounds per cubic i foot (pcf). A factor of safety of 1.5 has been applied to these values. LIMITATIONS We have prepared this report for use by Perteet Engineering, and their agents for use in design of a portion of this project. The data and report should be provided to prospective contractors for their bidding or estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. G c o E n g i n e e r s File No: 7704 - 001 -00 nUM tF:k h+VFN. T k kia� ` K Wt 4 " 4.,Y).0" : " .v Republic Parking Th c/o Perteet Engineering. Inc. December 20, 1999 Page $ If there are any changes in the loads, grades, locations, configurations or type of facilities to be constructed, the conclusions and recommendations presented in this report might not be fully applicable. If such changes are made, we should be given the opportunity to review our conclusions and recommendations and to provide written modification or verification of these recommendations. When the design is finalized, we recommend that we be given the opportunity to review those portions of the specifications and drawings, which relate to geotechnical considerations to . see that our recommendations have been interpreted and implemented as intended. There are possible variations in subsurface conditions between the locations of the explorations. Variations in subsurface soil and water conditions may also occur over time. Some contingency for unanticipated conditions should be included in the project budget and schedule. We recommend that sufficient monitoring, testing. and consultation be provided by our firm during construction, to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether or not earthwork and foundation installation activities comply with the contract plans and specifications. G e o E n g i n e e r s 44' ► File No: 7704-001-00 Republic Parking c/o Perteet Engineering, inc. December 20. 1999 Page 9 • . Within the limitations of scope, schedule, and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No other conditions, express or implied, should be understood. If there are any questions concerning this report or if we can provide additional services, please call. 1 <. EXPIRES /vL 1 SWH:KGB:vc Document ID: 7704001R.doc Attachments G e oE n g i n e e r s Yours very truly, GeoEngineers, Inc. Stephen . Helvey Project Manager W )Ienneth G. Buss Principal File No: 7704.001 -00 J U 0 N 0. N W =: — h-; CO lL; w O: <: co z 1— O. w 0 • N ' ; : . W . — ~O` uj 0 0 0 0 0 N 0 0 0 Geo „ 1 2000 SCALE IN FEET 4000 VICINITY MAP FIGURE 1 Reference: USGS 7.5' topographic quadrangle mop "Des Moines, WA." 1949, revised in 1968 and 1973. gaina eat ur...4- tca 5" 0..k - • tu 6 g -J O 0 u, 0 LU • X aj pUJ 5 • < (.0 I- Z F- 0 - 0)— w uj 0 t o7- - - 0 z • w • I" File: mm Drawing# U; • UO W = W o}> J 1- W: _.: ;Z H0 Z 1- • WW: . 0; • 111 N; O~` .Z t • SOIL CLASSIFICATION SYSTEM • MAJOR DIVISIONS GROUP SYMBOL GROUP NAME COARSE GRAINED SOILS AAore Then SO% Retained on No. 200 Sieve GRAVEL More Than 50% of Coarse Fraction Retained on No. 4 Sieve CLEAN GRAVEL GW WELL- GRADED GRAVEL, FINE TO COARSE GRAVEL GP POORLY GRADED GRAVEL GRAVEL WITH FINES GM SILTY GRAVEL GC CLAYEY GRAVEL SAND More Than 50% of Coarse Fraction Passes No. 4 Sieve • CLEAN SAND SW WELL- GRADED SAND. FINE TO COARSE SAND SP POORLY GRADED SAND SAND WITH FINES SM SILTY SAND SC CLAYEY SAND FINE GRAINED SOILS More Than 50% Passes No. 200 Sieve SILT AND CLAY Liquid Umit Less Than 50 INORGANIC ML SILT CL CLAY ORGANIC OL ORGANIC SILT, ORGANIC CLAY SILT AND CLAY INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT • CH CLAY OF HIGH PLASTICITY. FAT CLAY • Uquid Limit 50 or More ORGANIC • ' OH ORGANIC CLAY. ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS: 1. Reid classification is based on visual examination of soil' Dry - Absence of moisture, dusty, dry to the touch in general accordance with ASTM D2488 -90. Moist - Damp, but no visible water 2. Soil classification using laboratory tests is based on ASTM D2487 -90. Wet - Visible free water or saturated, usually coil is obtained from below water table 3. Descriptions of coil density or consistency are based on interpretation of blow count data, visual appearance of coils, and /or test date. , �✓ Geob`�Engineers SOIL CLASSIFICATION SYSTEM FIGURE 3 ' tYZet."+ ittFeAl ith"ta-- . *Fi9/NiV~i/ S i rMegItTh'gR' ; » YP;N:3 V?i:i :A- !.r ; :�,: r•��,.,;:•. 'ro)c.t Job Number Location Republic Parking 7704- 001 -00 LOG OF TEST PIT 01 Date Excavated 11130/99 Logged by DJT quipment• Trackhoe Surface Elevation(ft)• 309 , Date Excavated' w 0 10— 15 20— 10— Ts. (n 0 z N lC V) cc d 0 eJ co to N d 0 J U .c O . J 0 0. , A V t•L SM SP -SM ML ML rll ML ML ML SM IMP IMNIL Notes: The depths of the test pit Togs are based on an average of measurements across the test pit and should be considered accurate to 0.5 foot. LOG OF TEST PIT 02 11/30/99 Logged by: DJT E uipment Trackhoe Surface Elevation(ft) 307 ammo }ores( dutj eddish brown silty fine to coarse sand with oreantc material (loose. wet) r Grayish blue tine to coarse sand with silt occasional " \ ' gravel and a trace of organic material (medium dense. moist to wet) anntsh gray and orange streaked silt with sand and occasional gravel (medium still moist) /— Bluish gray sandy silt with occasional gravel (stilt moist) " (till) Test pit completed at a depth of 12.0 feet on 11:30'99. Moderate ground water seepage observed at a depth of 2.0 feet. Moderate to severe caving observed ben 'ecn 4.0 and 6.0 feet. Disturbed soil sample obtained at a depth of 7.0 feet. Material Description Forest dull Mottled orange, gray and tan silt with sand (medium stir moist) Mottled orange, gray and -tan silt with occasional sand (stiff; moist) Bluish gray sandy silt with occasional fine grave! (stilt moist) (till) Gray silty line to coarse sand with occasional gravel and cobbles (dense, moist) (till) Test pit completed at a depth of 13.0 feet on 11130 Slow ground water seepage observed at a depth of 8.0 feet. No caving observed. Disturbed soil samples obtainod at depths of 5.0 and 11.0 feet. 4 C C Notes: The depths of the test pit Togs are based on an average of measurements across the test pit and should be considered accurate to 0.5 foot. LOG OF TEST PIT FIGURE 4 N t w a > ... U. y O C n > � 0 SeaTac Other Tests And Notes Other Tests And Notes w w u - 0. w 0 ^ —10 —15 —20 1- w LL z 2 a w O 0 —10 —15 —20 ..roic-t LOG OF TEST PIT 03 Date Excavated: 11/30/99 Logged by: DJT quipment: Trackhoe Surface Elevation(ft) 317 10 20 w L 10— '.5 70 _ 0 d r Date Excavated: 11/30 99 luipment: Trackhoe 0 C m Republic Parking N 7704 - 001 -00 0. io ti) 0 0 J a t9 H.) SM ML 0. 3 p _ co co SM ML 0. 00 t, E N LI to MED GeoEngineers Job Number Location 1 Material Description }orest dull Brown and orange silty line to medium sand with a trace of organic material. occasional gravel and cobbles r (loose. moist to wet) , onled tan and orange silt with sand. occasional eravel and cobbles (stiff moist) (till) Test pit completed at a depth of 12.5 feet on 11!30'99. No ground water seepage observed. Slight caving observed at a depth of 3.0 feet. Disturbed soil sample obtained at a depth of 6.0 feet. OWL re 2 .- a. SeaTac Other Tests And Notes Notes: Tne depths of the test pit Togs are based on an average of measurements across the test pit and should be considered accurate to 0.5 foot. LOG OF TEST PIT 04 Logged by DJT Surface Elevation(ft): 342 Material Description orest au - Dark brown, red and gray silty fine coarse sand with occasional gravel and a trace of organic material (loose. wet) r — ottled tan and orange sandy sib with occasional gravel (stir moist) (till) Test pit completed at a depth of 13.0 feet on 11.30!99. Minor ground water seepage observed at a depth of 3.0 feet. No caving observed. Disturbed soil sample obtained at a depth of 9.0 feet. o E. FIGURE 5 a. Notes: The depths of the test pit Togs are based on an average of measurements across the test pit and should be considered accurate to 0.5 foot. LOG OF TEST PIT s n Y Other Tests And Notes 1- w w u. 2 a. w O 0 —10 —15 —20 1 - w w LL Z a w 0 0 —10 —15 — 20 Date Excavated: luipment* i.. o _ • a o 7_ N d 0. 0 a — E E u to 0 co 1D— ,T.— Date Excavated: E iipment: w z o d z ar L Er1 5— 10— 20 — c 0 m C/3 Republic Parking 7704- 001 -00 Notes: The depths of the test pit logs are based on an average of measurements across the test pit and should be considered accurate to 0.5 foot. J V L 0 . 0 LOG OF TEST PIT 05 11/30/99 Logged by: DJT Trackhoe Surface Elevation(ft)• 33? 0. o— N to 1•U ML 0. C9 2 0 c SP -SM SM ML __Forest dull Tan sandy silt with occasional gravel tmedium stif : moist) (till) IMO VIM Geo —Engineers ' Job Number - ocation 1 Material Description Test pit completed at a depth of 11.0 feet on 11:3099. No ground water seepage observed. No caving observed. Disturbed soil sample obtained at a depth of 6.0 feet. LOG OF TEST PIT 06 11/30/99 Logged by: DJT Trackhoe Surface Elevation(ft): 328 Material Description _ Forest duff Grayish black line to coarse sand with silt and occasional gravel with organic material (loose, moist to wet) (fill) Reddish brown silty fine to coarse sand with occasional gravel and a trace of organic material (medium dense. .moist to wet) (weathered till) �vl ottled tan and orange sandy silt with occasional gravel and cobbles (stif3 moist) (till) Test pit completed at a depth of 10.0 feet on 11:30199. Moderate ground water seepage observed at a depth of 5.0 feet. Severe caving observed at a depth of 4.0 feet. • O FIGURE 6 2 c. LOG OF TEST PIT a 1 0 c - V LL SeaTac Other Tests And Notes Other Tests And Notes Notes: The depths of the test pit logs are based on an average of measurements across the test pit and should be considered accurate to 0.5 foot. w w LL z 2 ►- a. w 0 0 — —15 — 20 f- w w LL z a. w 0 0 — —15 — 20 rbjc J Job Number L Location LOG OF TEST PIT 07 i •oN alduleg Blows per fool aldweg Graphic Log USCS Group Symbol Moisture Content (%) Pocket Penetrometer (Tons/Q') Field Vane Shear (PM) 11 r r r l 1 1 i i 1 ■ r I 1 i 1 r/ 1 I 1 1 1 1 7 In O an I [rlltfrrr11r111111111rain O ut O I r 1 'oN aldweg look gad swig I alduteS Graphic Log 1 USCS Group Symbol Moisture Content (4) Pocket Penetrometer (Tonsllt) (jsd) mays aueA PIMA DEPTH IN FEET 8 2 3 5 " fi i mic : Date Excavated: quipment: i MEI I Date Excavated' Equipment X "I 10— ''1 20— X d 0 0 a m N a w .2 8 0. 0 O CO w 0. doo CO d 0 E to Republic Parking Cif J 0 c) a J c) 0. 0 LOG OF TEST PIT 09 11/30/99 Logged by DJT Trackhoe Surface Elevation(ft)' 3 53 ti) SM ML SM Forest dun eddtsh brown silty fine to coarse gravel (loose. moist) _ Mottled sandy silt with occasional . Mottled moist) (till) Gray silty fine to coarse sand with (dense. moist) (till) Vemr Geo WEngineers cl .. •�- ° in.:.sa tEg. R„ IVUA97 AS.,m+ewx.wn.w .. . «: n., r.. «> , a m u, w :x, -xT x w y a Job Number .T ''.ocation 7704 -001 -00 Material Description sand with occasional gravel (soli to medium occasional gravel Test pit completed at a depth of 9.0 feet on 1130'99. No ground water seepage observed. No caving observed. Notes: The depths of the test pit logs are based on an average of measurements across the test pit and should be considered accurate to 0.5 foot. LOG OF TEST PIT 10 11/30/99 Logged by: DJT Trackhoe Surface Elevation(ft): 350 Material Description Forest dut3' _ y sr n' tine to coarse sand with occastonaT gravel and cobbles (medium dense. moist) (weathered till) /— �Gray silty tine to coarse sand with occasional gravel and — cobbles (very dense, moist) (till) • Test pit completed at a depth of 7.0 feet on 1.1130!99. Slow ground water seepage observed at a depth of 2.0 feet. No caving observed. 1 0 uY a c V v LOG OF TEST PIT FIGURE 8 C . C C n o c -. a SeaTac Other Tests And Notes Other Tests And Notes Notes: The depths of the test pit Togs are based on an average of measurements across the test pit and should be considered accurate to 0.5 foot. w w Z 4- a w 0 —1 — 15 —20 1 w w u 2 0. w 0 0 — 1 0 x-15 — 20 LOG OF TEST PIT 11 Date Excavated: 11 Logged by: DJT - quipment: Trackhoe Surface Elevation(ft): 34? w 2 tojcct • 10— e z ar 0. E A t.0 0 0 0. n. to Republic Parking 0 J 0 C7 1-1) SM SP -SM SM orest dull brown silty fine to coarse sand with occasional gravel and trace of organic material (loose, moist) (weathered till) /^ — ottled orange and brown fine to medium sand with silt r (medium dense, moist to wet) / Gray silty fine to coarse sand with occasional gravel and cobbles (dense, moist) (till) IMO Nab ‘ ,,Engineers Job Number - location 7704- 001 -00 si SeaTac Material Description Test pit completed at a depth of 9.0 feet on 11130/99. Moderate ground water seepage observed at 4.0 feet. No caving observed. 0 Notes: Tne depths of the test pit logs are based on an average of measurements across the test pit and should be considered accurate to 0.5 foot. LOG OF TEST PIT FIGURE 9 r om w . Y Other Tests And Notes X10 — 15 — 20 w w u. z 1- a w O 0 .:• ti t" i" nti': i> .:fe'= Y.,� ".r5t't�vl, t4,5 wtr NrVar :u cc: August 22, 2002 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Building Official Re: Quick Park 3610 South 158 St. Tukwila, WA MTE Project No. E1243 Gentlemen: YES 'TEST ot4G E NGINEERS, INC. This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent you. To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. Special inspection was provided for: Sincerely, MSD:jwr 1) Reinforced Concrete We trust that this provides you with the information, which you require. Should you have any questions give us a call. MAYES TESTING ENGINEERS, INC. Michael S. Dolder, P. Vice President Mike Lancaster, Sterling Realty Jerry Cochran, Jr., GLY Construction FINAL LETTER Permit # DOI -363 DOI -364 :;,,,t1 DOL -365 Ev ref Olflce 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 09/26/2002 16:44 FAX 14258616050 Ge� '� Engineers GeoEngineers, Inc 8410 154th Avenue N.E. Redmond, WA 98052 Telephone (425) 8616000 Fax (425) 861.6050 wwwgeoengineers.com Sterling Reality Organization (SRO) 600 -106' Avenue Northeast P.O. Box 91723 Bellevue, Washington 98009 -1723 Attention: Michael Lancaster, CSM • September 26, 2002 (Y\7O1_ (32 ✓ I01_ 1 2-0 h'l rb t - 07? Do - 3 &3 �o t - 3 i,,L1 DO ( -3 Summary Letter Geotechnical Construction Observation and Testing Quik Park of Washington Tukwila, Washington File No. 7704- 001 -02 INTRODUCTION This letter presents a summary of our geotechnical construction observation services for the Quik Park of Washington LLC project in Tukwila, Washington. Our services for this project during construction were completed in general accordance with our proposal dated July 23, 2001, our budget status letter dated November 16, 2001, and our update (via email) dated March 27, 2002. We previously provided geotechnical engineering design services for the project, the results of which were presented in our report "Geotechnical Engineering Services, Proposed Parking Lot, Tukwila, Washington," dated December 20, 1999. Subsequent to our geotechnical report, we provided various supplemental design letters/memos that included: • Letter "Design Calculations, Keystone Retaining Walls, Quik Park of Washington, Tukwila, Washington," dated April 30, 2001. • Letter "Additional Design Calculations, Keystone Retaining Wall at Office Building, Quik Park of Washington, Tukwila, Washington," dated June 15, 2001. • Memorandum "Qutiz Park Parking Lot, Stormwater Vault - Allowable Soil Bearing Pressure Recommendations" dated July 9, 2001. • Letter "Response to City of Tukwila Geotechnical Peer Review, Quik Park of Washington, Tukwila, Washington," dated July 13, 2001. • • Letter "Geotechnical Design Recommendations, South 158th Street Stormwater Vault, Quik Park of Washington, Tukwila, Washington" dated August 7, 2001. • Letter "Geotechnical Design Recommendations, Private Stormwater Vaults (Parking Area), Quik Park of Washington, Tukwila, Washington" dated August 10, 2001. • Memorandum "Quik Park of Washington, Tukwila, South 158th Street Stormwater Vault, Results of Supplemental Test Pits," dated September 6, 2001. 21 002 09/28/2002 18:44 FAX 14258818050 Sterling Reality Organ,—.,on September 26, 2002 Page 2 Geo)rngincers 0 003 • Letter "Additional Design Calculations (revised), Keystone Retaining Wall at Office Building, Quilc Park of Washington, Tukwila, Washington," dated October 3, 2001. • Letter "Geotechnical Observation and Opinion, Tiered Keystone Walls at Office Building, Quik Park of Washington, Tukwila, Washington," dated March 12, 2002. • Memorandum "Quik Park of Washington, Tukwila, Wall A Evaluation and Recommendations, Negative Batter: Stations 99±90 to 100+50," dated August 7, 2002. We received sets of drawings titled "Quik Park of Washington LLC, Tukwila, Washington," prepared by Perteet Engineering, Inc., at various stages of completion during the project with the last version dated March 15, 2002. The aspects of the project described in this summary letter consist of grading and earthwork associated with the parlang lot (on -site) and South 158th Street relocation (off-site) work. We completed the following activities and observations during construction of the South 158th Street relocation project: • stormwater vault subgrade preparation and wall backfill • tiered modular block wall (Wall G) subgrade, bacicfill and construction observations, • utility trench backfill, and • pavement subgrade evaluation. We completed the following activities and observations during construction for the off -site parking lot project: • stormwater vault subgrade preparation and backfill • modular block walls A through F subgrade, backfill and construction observations • office and maintenance buildings subgrade conditions, • mass grading, • utility trench backfill, and • pavement subgrade evaluation. Detailed observations during our construction services are presented in our daily field reports for the project, Nos, 1 through 145 (dated July 10, 2001 through August 22, 2002). Copies of these reports were given to Sterling Reality Organization, Perteet Engineering, the City of Tukwila and GLY Construction during construction. Construction at the site consisting of mainly landscaping is still in progress, but all significant earthwork has been completed at this time. CONSTRUCTION OBSERVATIONS We visited the site on an intermittent to part-time basis on 145 occasions between July 10, 2001 •and August 22, 2002. Detailed results of our construction monitoring services are presented in our daily field reports for the project, Nos. 1 through 145. Various aspects of construction for the South 158 Street relocation and for the parking lot occurred simultaneously. A summary of our observations in as follows. Filc No. 7704 - 001-02 4G4k7 iCitridr.;= ,it .. Y ::`.4hktkabti'ArEU'i,:.`:Y:7Y;'A .{^ dKl= icdi.? 09/28/2002 16:44 FAX 14258816050 Sterling Reality Orgar. .aon September 26, 2002 Page 3 0004 SOUTH 158 STREET RELOCATION (OFF -SITE WORK) Tiered Modular Block Retaining Wall (Wall G) We observed the footing subgrade conditions and bacicflling of Wall G located along the southeast side of South 158 Street. We observed construction of Wall G on an intermittent basis between July 26, 2001 and August 30, 2001. We evaluated the prepared subgrade for modular block retaining wall footings for each wall. Subgrade soils at the locations of the lower tier for Wall G consisted of dense glacial till. Based on probing with a %s- inch - diameter steel probe rod, the footing subgrade was found to be firm and adequately prepared. The subgrade for the upper tier was prepared within the reinforced backfill zone for the lower wall. The upper tier subgrade condition was evaluated by probing using a '/2 -inch- diameter steel probe rod and by performing in -place nuclear density tests and the upper tier footing subgrade was found to be adequately prepared. We observed the placement of drainage material, placement and compaction of backfill within the reinforced zone and retained soil zones, and placement of the reinforcing geogrids on an intermittent basis. The backfill was evaluated by completing in place moisture density tests and by probing with a '/s -inch- diameter steel probe rod. The wall backfill was compacted to at least 90 percent of the maximum dry density, per ASTM D 1557. Based on observations at the time of our site visits, it is our opinion that the modular block wall footing subgrades, wall drainage, reinforcing geogrids and wall backfill were constructed in general accordance with the project plans and our recommendations. South 158 Street Stormwater Detention Vault We observed the subgrade conditions for the vault on October 8 and 9, 2001. The vault was constructed on very dense undisturbed glacial till. Wall bae1c ll was placed and compacted around the vault intermittently between November 5, 2001 and December 5, 2001. The wall backfill was placed in lifts and the compaction was evaluated by completing in -place moisture density tests and by probing with a ' /2- inch-diameter steel probe rod. The .fill was compacted to at least 90 percent of the maximum dry density per ASTM D1557 below a depth of 2 feet: In the upper 2 feet, the fill was compacted to at least 95 percent of the maximum dry density. Based on our observations and evaluations it is our opinion that the vault subgrade was adequately prepared and the vault backfill has been adequately placed and compacted in general accordance with the project plans and our recommendations. Utility Trench Backfll We observed and evaluated placement and compaction of the trench backfill for the water and storm drain lines installed along South 158 Street intermittently between October 23, 2001 and January 15, 2002. Compaction of the trench backfill was evaluated by completing in -place moisture • density tests and by probing with a 'h- inch - diameter steel probe rod. The fill was compacted to at least 95 percent of the maximum dry density per ASTM D1557. Based on our observations and evaluations it is our opinion that the backfill in the utility trenches has been adequately compacted in general accordance with the project plans and our recommendations. G e o E n g i n e e r s File No. 7704-001 -02 09/26/2002 16:45 FAX 14258616050 Sterling Reality Organ.. .:don September 26, 2002 Page 4 South 158 Street Subgrade Preparation We observed the subgrade preparation for South 158 Street intermittently between the April 22 and May 21, 2002. Work observed included subgrade preparation for the roadway as well as for the sidewalks, curbs and gutters. We also observed the cut and fill operation to achieve rough grade. The eastern portion of the South 158 Street was cut while the west portion of the street was filled in areas to achieve site grades. We intermittently evaluated compaction of the fill placed in the roadway and sidewalk prior to the subgrade evaluations by completing in -place moisture density tests and by probing with a '''A -inch- diameter steel probe rod. The fill was compacted to at least 95 percent of the maximum dry density per ASTM 331557. Areas where cuts were performed were evaluated by probing to determine if any areas of unsuitable material were present. Prior to placement of asphalt in the roadway, the subgrade was evaluated by proof rolling with a water truck. Proof rolling was performed to locate subgrade areas that were not adequately prepared or that were soft. Subgrade areas that were identified as being soft or not adequately prepared were over - excavated and replaced with adequately compacted fill. Based on our observations and evaluations it is our opinion that the subgrade has been adequately prepared. The contractor placed ATB on May 24, 2002 and Class B Asphalt on June 27, 2002. We understand that monitoring of placement and compaction of asphalt paving was completed by others. PARKING LOT Modular Block Retaining Walls (Walls A through F) We observed the footing subgrade conditions and backfilling of modular block (Keystone) Walls A through F located in the parking area and around the office building. We observed construction of Walls A through F on an intermittent basis between September 26, 2001 and July 16, 2002. A short section of Wall A was rebuilt between August 19 and August 22, 2002. Wall A was constructed generally between September 26, 2001 and June 28, 2002. Wall B was constructed between June 3 and June 26, 2002_ Wall C was constructed between August 17 and September 9, 2001. Wall D was constructed between June 18 and July 17, 2002. Wall E was constructed between June 19 and June 26, 2002, and Wall F was constructed generally between November 1, 2001 and July 15, 2002. We evaluated the prepared subgrade for the modular block retaining wall footings for each wall. In general, subgrade soils varied from dense native glacial till (Walls C, D, F and a part of A), to structural fill (Wall E and part of D), to controlled density fill (sections of Walls A and B), to a 2 -foot- thick mat of structural fill placed over older fill soils (section of Wall A). Based on probing with a 'A-inch-diameter steel probe rod and in -place density tests, the footing subgrades were found to be firm and adequately prepared. We observed the placement of drainage material, placement and compaction of bacicfill within the reinforced zone and retained soil zones, and placement of the reinforcing geogrids on an intermittent basis. The backfill was evaluated by completing in -place moisture density tests and by probing with a 'A- inch - diameter steel probe rod. The wall backfill was compacted to at least 90 percent of the maximum dry density, per ASTM D 1557. CeoEngineers 2005 File No. 7704 - 001-02 z ~ w J U 0 0 O w= J I— CO w w u. cn Q . = d . w z� F— 0 z F-- w w U� w LL O .. w U = 0 z 09/26/2002 16 :45 FAX 14258616050 oo6 Sterling Reality Org._ _.ltion September 26, 2002 Page 5 Based on observations at the time of our site visits, it is our opinion that the modular block wall footing subgrades, wall drainage, reinforcing geogrids and wall back-fill were constructed in general accordance with the project plans and our recommendations. Stormwater Detention Vaults (Parking Lot) We observed the subgrade conditions for the two large stormwater vaults between August 7 and September 11, 2001 and observed the backfill that was placed and compacted around the vaults intermittently between October 17, 2001 and June 17, 2002. The vaults were constructed on stiff to very stiff and/or dense undisturbed glacial soils. The wall bacicfill was placed in lifts and the compaction was evaluated by completing in place moisture density tests and by probing with a %2- inch - diameter steel probe rod. The fill was compacted to at least 90 percent of the maximum dry density per ASTM D1557 below a depth of 2 feet. In the upper 2 -feet, the fill was compacted to at least 95 percent of the maximum dry density. Based on our observations and evaluations it is our opinion that the vault subgrades were adequately prepared and the vault backfill has been adequately placed and compacted in general accordance with the project plans and our recommendations. Office and Maintenance Buildings — Footing and Subgrade Preparation We observed the preparation of footing subgrade soils for the office and maintenance buildings, including placement of structural fill to achieve design grade. Structural fill, which was compacted to at least 95 percent of the MDD, was placed where needed to achieve grade. Observations of footing subgrade conditions were also made to verify the recommended allowable bearing pressure. An allowable bearing pressure of 3,000 pounds per square foot (psf) was recommended for footings founded on newly placed structural fill compacted to at least 95 percent of the MDD (per ASTM D 1557). We observed footing subgrade soil preparation and unsuitable soil overexcavation activities for the office building between November 11, 2001 and March 25, 2002. We observed footing subgrade soil preparation and unsuitable soil overexcavation activities for the maintenance building between April 4 and April 10, 2002. The footing subgrade soils consist of structural fill composed of imported pitrun or on -site glacial till fill. The footing subgrade conditions were evaluated by probing with a %2- inch diameter steel probe rod and by performing in place density tests. Based on our observations and evaluations, it is our opinion that the footing subgrade soils were prepared in general accordance with the plans and our recommendations and are satisfactory for the design bearing capacity of 3,000 psf, as presented in the soils report Utility Trench Backfzll We observed and evaluated placement and compaction of utility trench backfill for the water line, storm drain lines, electrical, sewer and other conduits installed in the parking lot and around the office building throughout the duration of thc project. Compaction of thc trench backfill was 'evaluated by completing in place moisture density tests and by probing with a %2- inch- diarzieter steel probe rod. The fill was compacted to at least 95 percent of the maximum dry density per ASTM D1557 in the top 2 feet and to at least 90 percent maximum dry density below the top 2 feet. 0 e o E n g i n e e r i File No. 7704 - 001-02 09/28/2002 18:48 FAX 14258616050 Sterling Reality Orgai .ion September 26, 2002 Page 6 Based on our observations and evaluations it is our opinion that the backfill in the utility trenches has been adequately compacted in general accordance with the project plans and our recommendations. Subgrade Preparation We intermittently observed preparation of subgrade areas in the parking lot and around the office building between July 10 and August 6, 2002. We also observed the cut and fill operation to achieve rough grade throughout the project. The northern portion of the parking lot included the deeper fills while the southern portion was in a cut area. We intermittently evaluated the compaction of the fill for the parking lot and access road areas by completing in -place moisture density tests and by, probing with a V1- inch - diameter steel probe rod. The fill was generally compacted to at least 95 percent of the maximum dry density per ASTM D1557 in the upper 2 feet and to at least 90 percent below the top 2 feet. However, some areas of the site were not compacted to the minimum recommended compaction criteria. In these areas, the performance of the fill was observed and considered acceptable for the parking areas if there was no excessive pumping or rutting under the equipment loads. Areas where cuts were performed were evaluated by probing and proof rolling to determine if any areas of unsuitable material were present. Prior to placement of base course materials in the parking areas, the subgrade was evaluated by proof rolling with a water truck. Proof rolling was performed to locate subgrade areas that were not adequately prepared or that were soft. Subgrade areas that were identified as being soft or not having been adequately prepared were over- excavated to remove the unsuitable soil and replaced with adequately compacted fill. Based on our observations and evaluations it is our opinion that the subgrade has been adequately prepared for the pavement areas. CONCLUSIONS Based on our observations of the construction work summarized above, it is our opinion that the work discussed herein was completed in substantial compliance with our recommendations and the project plans. G e o E n g i n e e r s re 1007 Fi le No. 7704- 001-02 09/26/2002 16 :46 FAX 14258616050 Sterling Reality Orgari.,on September 26, 2002 Page 7 It was a pleasure working with you on this project. If you have any questions regarding this summary letter, please contact us. 1000:RCM:KGB:nh Redm :1021finals1770400102suniltr.doc Two copies submitted G e o E n g i n e c r s EXPIRES 4 / 11 / 03 ` Respectfully submitted, GeoEngineers, Inc. Robert C. Metcalfe, P.E. Geotechnical Engineer Kenneth G. Buss, P.E. Principal 0008 File No. 7704 -001 -02 ACTIVITY NUMBER: D01 -365 PROJECT NAME: Quik Park SITE ADDRESS: 3610 S 158 St DATE: 08 -19 -02 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # , x Revision # _2, After Permit Is Issued DEPARTMENTS: tke e 4O`OZ Building Division 0 Public Works C DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Fire Prevention Structural Incomplete n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route [Z Structural Review Required APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -2802 PLAN REVIEW /ROUTING SLIP n n '�la. 8-tq -O� Planning Division Permit Coordinator DUE DATE: 08-20-02 Not Applicable n No further Review Required n REVIEWER'S INITIALS: DATE: DUE DATE: 09-17 -02 Approved Fr Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 8 D2 Plan Check/Permit Number: d (— 36,c ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued Project Name: Q (/ /k r/ Project Address: 36 ID -- Ss 15V 5 Contact Person: AI C/7' 4 t /A'E/ J Phone Number: (7 52:3 37 6¢ Summary of Revision: • /26J /5 w/NDo v s 11 SHfs A 407 /,4 46, Ci'f1 -srz d Cl 3 • 2 . 4 0 K / 1 " ,She 4 - S w/ 2wA . S / "k9 del -- dixon (p Q Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on 6/4W BE al ' y '` t' � rYUIMiII.A , , 9 2.002 v ER;J.IT 08/30/00 ACTIVITY NUMBER: D01 -365 PROJECT NAME: Quik Park SITE ADDRESS: 3610 S 158 St DATE: 08 -19 -02 Original Plan Submittal X Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued _IL DEPARTMENTS: Building Division Public Works Complete fig Comments: n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Please Route Notation: Documentshouting slip.doc 2-28-02 n REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete LI Structural Review Required l n n n Planning Division Permit Coordinator DUE DATE: 08-20-02 Not Applicable C n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: No further Review Required Approved Approved with Conditions{ 1 Not Approved (attach comments) DATE: 6 Za 1 �Z— DATE: DUE DATE: 09-17 -02 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: :.vt: 'ak; ` 4 ` Gv:»`. fi.rvs:i? - M ACTIVITY NUMBER: D01 - 365 PROJECT NAME: Quik Park SITE ADDRESS: 3610 S 158 St DATE: 08 -19 -02 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved 1 1 Approved with Conditions n Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 n 06% PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete in Structural Review Required PR- n C PERMIT COORD C Planning Division C Permit Coordinator No further Review Required DUE DATE: 08-20-02 Not Applicable n DATE: — 19 d 2— DUE DATE: 09-17 -02 ACTIVITY NUMBER: D01 -365 DATE: 07 -26 -02 PROJECT NAME: QUIK PARK - CANOPY SITE ADDRESS: 3610 SOUTH 158 STREET Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS. Publ' orks PERMIT WORD WRY PLAN REVIEW /ROUTING SLIP x'12 � C?� 1 Fire Prev n Ion Structural ❑ 1� fit, 7`u - ' Planning Division 0 Permit Coordinator x e DUE DATE: 7 -30-02 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete R incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS RO1)TING: Please Route , L , J Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 08-27 -02 Approved ❑ Approved with Conditions [E( Not Approved (attach comments) ❑ Notation: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2.28 -02 PLRMII (.1 UkO May 15, 2002 Mr. Michael Aippersbach P.O. Box 95429 Seattle, WA 98145 RE: Letter of Incomplete Application #1 to Revision #1 Development Permit Application Number D01 -365 Quik Park — Pay Booth — 3610 S 158th Street Dear Michael: This letter is to inform you that your permit application received at the City of Tukwila Permit Center on May 10, 2002, is determined to be incomplete. Before your permit application can begin the plan review process the following items need to be addressed: Planning Department: Deb Ritter, Associate Planner, at (206) 431 -3670, if you have questions concerning the attached. Please address the above comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl File: Permit File No. DO1 -365 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 U O o . ' cnw w =� • LL W O J - • a • I— • III z � I— Co Z F- � N_` W W ' m= r O lli Z: O ' Original Plan Submittal X Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued ACTIVITY NUMBER: D01 -365 PROJECT NAME: QUIK PARK - CANOPY SITE ADDRESS: 3610 SOUTH 158 STREET DEPARTMENTS: Building Division Public Works ' PLAN REVIEW /ROUTING SUP DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ TUES /THURS ROUTING: Please Route REVIEWER'S N ITIALS: Documemshouting slip.doc 2 -28 -02 Incomplete APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions pi. Notation: REVIEWER'S INITIALS: DATE: 07 -26 -02 Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator ❑ DUE DATE: 7 -30-02 Not Applicable fit Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ . Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ Structural Review Required ❑ No further Review Required ❑ /DT_ DATE: '7 3� DUE DATE: 08-27 -02 Not Approved (attach comments) ❑ DATE: • Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ . PW ❑ Staff Initials: ' dt 1t F M tihy;J7:.4iy ACTIVITY NUMBER: D01 -365 PROJECT NAME: QUIK PARK - CANOPY SITE ADDRESS: 3610 SOUTH 158 STREET Original Plan Submittal DATE: 07 -26 -02 X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit k Issued DEPARTMENTS: Building Division ❑ Fire Prevention Public Works ❑ Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ PLAN REVIEW /ROUTING SLIP Incomplete Comments: Permit. Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Notation: REVIEWER'S INITIALS: �� Documents/routing si ip.doc 2 -28.02 Planning Division Permit Coordinator DUE DATE: 7 -30-02 Not Applicable ❑ DUE DATE: 08-27 -02 Not Approved (attach comments) ❑ Approved ❑ Approved with Conditions e 6 / iVo/ DATE: 7/3v/o 2 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: v PLAN REVIEW /ROUTING SUP ACTIVITY NUMBER: D01 -365 PROJECT NAME: QUIK PARK - CANOPY SITE ADDRESS: 3610 SOUTH 158 STREET Original Plan Submittal Response to Correction Letter # DATE: 07 -26 -02 X Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete `" a TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28.02 Incomplete DUE DATE: 7 -30-02 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire 0 Ping ❑ PW ❑ Staff Initials: DATE: DUE DATE: 08 -27 -02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D01 -365 PROJECT NAME: QUIK PARK - CANOPY SITE ADDRESS: 3610 SOUTH 158 STREET DATE: 07 -26 -02 Original Plan Submittal X Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Permit. Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: PLAN REVIEW /ROUTING SLIP Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials: Documents/routing slip.doc 2.28-02 Fire Prevention Structural Incomplete Planning Division Permit Coordinator DUE DATE: 7-30-02 egf -00/oZ DUE DATE: 08-27 -02 Not Applicable ❑ DATE: ACTIVITY NUMBER: D01 -365 PROJECT NAME: QUIK PARK — PAY BOOTH SITE ADDRESS:. 3610 SOUTH 158 STREET Original Plan Submittal Response to Correction Letter # DATE: 5 -10 -02 Response to Incomplete Letter # X Revision # 1 After Permit Is Issued DEPARTMENTS: Building 'Di ision f Al 4-' Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Documents/routing slip.doc 2.28.02 fl IT COORD COP"( PLAN REVIEW /ROUTING SUP qfo � Fire Prevention _ Structural �' - 1 4-6 ❑ Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER 1 7 COMPLETENESS MAILED: Departments determined incomplete: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: PERMIT COC^71 COPY Planning Division Permit Coord inator / DUE DATE: 5-14 -02 Not Applicable ❑ Comments: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 6 -11 -02 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Date: 51(2`09 i ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: P / - Project Name: Q t»lit c — 4y Bee ' ^ Project Address: 26 10 ` S • 15e;'' L' eer Contact Person: MI (4, <)G( ( fre S init. Phone Number: (20P 1 - -3 7(4 Summary of Revision: a/17 tr 1k- AA" p I "ms RECEIVED CITY OF TI IKWILn MAY 1 0 2002 -MI f CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: [ Entered in Sierra on ---0 08/30/00 .__,. ».•5,4:•u�:i"..:. iii,[ �� :+::�:a�al�r;,,tr.itra:Y.::�s: �,�4• :a.a e,u. u,�.un:�.;r DEPARTMENTS: Building Division Public Works Complete APPROVALS QR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 PLAN REVIEW /ROUTING SUP ACTIVITY NUMBER: D01 -365 PROJECT NAME: QUIK PARK - PAY BOOTH SITE ADDRESS: 3610 SOUTH 158 STREET DATE: 5 -10 -02 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator ❑ Incomplete ❑ DUE DATE: 5-14 -02 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required .� REVIEWER'S INITIALS: DATE: DUE DATE: 6-11 -02 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DEPARTMENTS: Building Division ❑ Public Works ❑ Complete ❑ Documents/routing slip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -365 PROJECT NAME: QUIK PARK - PAY BOOTH SITE ADDRESS: 3610 SOUTH 158 STREET Original Plan Submittal Response to Correction Letter # DATE: 5 -10 -02 Response to Incomplete Letter # X Revision # 1 After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Str tural Review Required ❑ No further Review Required REVIEWER'S INITIALS: 51 Planning Division Permit Coordinator DUE DATE: 5 -14 -02 Not Applicable ❑ DATE: 51 t i\ 0 DUE DATE: 6-11 -02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issuer ;,corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -365 PROJECT NAME: QUIK PARK - PAY BOOTH SITE ADDRESS: 3610 SOUTH 158 STREET DATE: 5 -10 -02 Original Plan Submittal Response to Incomplete Letter # Response to. Correction Letter # X Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Public Works ❑ Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ incomplete Comments: see, mmO zYrkks 5- 1 - 0 7_ TUES/THURS ROUTING: Please Route ❑ Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents/routing slip.doc 2.28 -02 Planning Division ❑ Permit Coordinator DUE DATE: 5-14 -02 DUE DATE: 6 -11 -02 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg El Fire ❑ Ping ❑ PW ❑ Staff Initials: ❑ No further Review Required DATE: J — '" Q 2, Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: City of Tukwila Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS DATE: • May 14, 2002 APPLICANT: Sterling Realty Organization RE: Quik Park —Pay Booth (D01 -365) ADDRESS: 3610 S. 158th Street Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revision, Deb Ritter is the planner assigned to the file and can be reached at 206 - 431 -3663. Your applications have been deemed to be incomplete. Steven M. Mullet, Mayor Per TMC 18.60.030(D) no changes shall be made to Board of Architectural Review ( "BAR ") approved designed without further BAR approval and consideration of the change in the context of the entire project; except that the Director of Community Development is authorized to approve minor, insignificant modifications which have no impact on the project design. Background Information: 1. The Board of Architectural Review approved the exterior design and site plan for Quik Park on February 22, 2001 under File L99 -0010. You are proposing a number of changes which are reflected in the above - referenced building permit revision submittals. It is our understanding that the proposed changes are as follows: a. The footprint and height of the maintenance building has been increased slightly. The recycling bins will no longer be located in this building. b. A small propane tank is being located at the north side of the maintenance building ( "Propane Tank 1"). It will be located inside a chain Zink enclosure and screened with slats. This tank will provide heat for the maintenance building. c. A small propane tank to supply heat for the office building will be located in a separate chain link enclosure at the bottom of the entrance ramp, in the southwest corner of the parking lot ( "Propane Tank 2 "). The chain link fence will be screened with slats. Recycling bins will also be located in this enclosure. Approximately two parking spaces will be removed to accommodate this enclosure. d. A propane tank was originally proposed to be located on the west property line near the wetland buffer. This tank was to provide fuel for the parking lot courtesy vans. This propane tank has been deferred and has been removed from the plans. e. A change in the landscape planting plan is being proposed, substituting Patmore Ash for Sweet Gum in the parking islands and substituting Redspire Pear for Sweet Gum to serve as accents in certain islands located along the interior perimeter of the parking lot. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 7 Quik Park Pay Booth DO') .;05 May 14, 2002 Page 2 9. Next Step: f. The stairs leading from the office building to the lower level will be eliminated. There will no longer be a pedestrian access between the office building and the lower level for employees or patrons. You are to submit the information requested under Item 2 below directly to Deborah Ritter under Design Review File L99 -0010. Once this information has been reviewed and approved in writing by the Department of Community Development, you may then resubmit again under separate cover to the Permit Coordinator to reflect requested revisions to D01 -363, D01 -364 and 001 -365. If you have any questions regarding this process, please contact Deborah Ritter at 206- 431 -3663 as soon as possible. 2. Michael Aippersbach is to submit a letter addressed to the Director of Community Development, referencing File No. L99 -0010 and itemizing the changes that are being proposed since the BAR approval on February 22, 2001 (see Item 1 above). The letter is to request that the proposed changes to the approved design be considered a "minor and insignificant modification" having "no impact on the project design" per TMC 18.60.030(D). Your submittal to the Director is to include a site plan and all applicable elevations, floor plans, sections, details and landscape plans needed to illustrate the proposed changes listed in Item 1. These plans are to also reflect the elimination of the stairs from the office and associated retaining walls. PLEASE NOTE: one full sized plan and one reduced (8- 1/2" x 11 ") plan are to be provided for each sheet submitted. Courtesy Comments: The pay booth has been slightly enlarged and a ticket dispenser and bollards have been added. 3. The following changes will be required to D01 -365 after you have obtained administrative approval of your proposed design changes. While the changes are not required at this time, you may wish to review the following items: a. Please revise Sheet A101 to provide a label to indicate "Propane Tank 1" and "Propane Tank 2" on the Site Plan. b. The revisions regarding the footprints and locations of the enlarged maintenance building and the two propane tanks (as shown on Site Plan Sheet A101) are not reflected on the Landscaping Plans (Sheets L1, L2, L3) or Irrigation Plans (L5, L6, L7). Please correct this discrepancy. c. You have not provided a revised site plan or revised planting plans to illustrate the design of the office building and associated retaining walls once the stairs have been eliminated. This design change must be properly represented on all applicable sheets. d. The revisions regarding the footprints and locations of the enlarged maintenance building and the two propane tanks (as shown on Site Plan Sheet A101) are not reflected on Sheet E -2 (Electrical Site Plan). z H • oC W 00 w= w • ° = d _ : z 1 ui 2 • p. O- C] H w • w O .. w c o O' z v ACTIVITY NUMBER: D01 -365 PROJECT NAME: QUIK PARK - PAY BOOTH SITE ADDRESS: 3610 SOUTH 158 STREET DATE: 5 -10 -02 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision# 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete ❑ Documents/routing slip.doc 2.28.02 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: PLAN REVIEW /ROUTING SUP Fire Prevention Structural Incomplete REVIEWER'S INITIALS: TUES/THURS ROUTING: Please Route Er Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: CO1�3'Lv� ❑ Planning Division ❑ ❑ Permit Coordinator ❑ DUE DATE: 5 -14 -02 Comments: Not Applicable ❑ 'Permit Center Use Only INCOMPLETE. LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DATE: DUE DATE: 6-11 -02 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D01 -365 DATE: 11 -15 -01 PROJECT NAME: QUICK PARK ENTRY CANOPY SITE ADDRESS: 3610 SOUTH 158 STREET X_Original Plan Submittal Response to. Correction Letter #. Response to Incomplete. Letter # _Revision # After Permit Is Issued DEPARTMENTS: Build ing1D'vision klikd 0 - o Publ ■Norks i'- ►1 ttki 12' 4 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Please Route Approved \PRROUTE.DOC 5/99 Comments: TUES /THURS ROUTING: REVIEWER'S INITIALS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention *A, I.7 Structural Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: 7/ n n Planning Division to -N-v) Permit Coordinator 4 01W DUE DATE: 11-15-01 Not Applicable No further Review Required DUE DATE 12 -13 -01 Not Approved (attach comments) Fl DATE: DATE: DUE DATE Not Approved (attach comments) DATE: ACTIVITY NUMBER: D01 -365 DATE: 11 -15 -01 PROJECT NAME: QUICK PARK ENTRY CANOPY SITE ADDRESS: 3610 SOUTH 158 STREET - XXXOriginal Plan Submittal Response to Correction Letter #. Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: N t f Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved Approved with Conditions Not Approved (attach omm ts) \PRROUTE.DOC 5/99 REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required CORRECTION DETERMINATION: Approved l Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 11 -15-01 No further Review Required DATE: t DUE DATE 12 -13 -01 1 .3 Not Applicable I I DUE DATE Not Approved (attach comments) DATE: PERMIT NO.: DOk 13 UILl ING PERMITS INSi'ECTIONS ■ ❑ 00001 Progress Inspection Status ❑ 00002 Pre-construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 follow -up ❑ 00007 Pre-Move Inspection ❑ 00050 WSi;C Residential ❑ 00060 WA Ventilation /Indoor AQC : 00070 NLEA Inspection /Modular Struel ❑ 00071 Mobile Home Tic Down Insp 00072 Marriage Lines 00090 Rested W0010 0095 Footing Drains Foundation footings ❑ 00200 foundation \Volts ❑ 00250 Foundation lnsttlalion ❑ 00300 Concrete Slab /Slab insulation ❑ 00350 Crawl Spncc ❑ 00400 Shear \Vail Nailing 00450 plywood Wolf Sheathing 00500 Roof Sheathing Nailing O 00525 Plywood Deck Nailing ❑ 0055C Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation/All Types 00700 frothing ❑ 00750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 \VaII Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection 00815 Lighting and Controls ❑ 00900 Suspended Ceiling ❑ 01000 Interior \Vnllboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01110 Pre-Move Inspection ❑ 01 1 15 Motor inspection ❑ 01120 Pre -Demo O 01140 Pre- rerouf ❑ . 01400 Final -Dire 01700 Final-Building 01900 Final- Rcroof ❑- 03100 Site Visit 04000 Special - Concrete O 04001' Special- 13olts in Concrete ❑ 04001 Special -Mom /Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress ❑ 04004 Special- Welding ❑ 04005 Special- Iiigh- Strength Bolling [] 0400( ' ' Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special- Insulating Cone Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Spccinl- Shotcrctc ❑ 04012 Spccinl- Grading, Excnv /Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special-Smoke Control System TENANT NAME: CONDITIONS r Park 0001 No changes to plans unless approved by Bldg Div 0010 Special inspection required, notify Bldg Div 0011 Special inspector shall submit final signed report 0012 New ceiling grid & light fixture shall meet lateral bracin 0 0 0019 "Rcrool" g 0013 Partition walls attached to ceiling grid 0014 Readily accessible access to roof mounlcd equipment 0015 Engineered truss drawings &. calcs shall be on site 001E Exposed insulation backing material 0017 Subgrnde preparation including drainage, excavation 0018 Statement from roofing contractor verifying fire retardant class of roof All construction to be done in conformance w /approved plans ❑ "Nn work shall be clone in addition to those modifications..." ❑ 0002 Plumbing permits shall be obtained through King Cu ❑ (1021 Structurnl observation shat) be provided for this project ❑ (1021 All food prcparnlion establishments must have King Co ❑ 0022 Fire retardant treated wood shall have flame spread of 11123 Notify Building Division prior to placing any concrete ❑ 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected 0027 Validity of f ertnit ❑ 11028 Rack storage requires separate permit 0(103 Electrical permits obtained through L & 1 ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations. flat concrete ❑ OU3G Nlattufac(ttrers installation instructions required on site ❑ "131'U maximum allowed per 1997 \VA Slate Energy Code" ❑ (1035 Contact PW Div to obtain insp for water /sewer connect ❑ 0038 A C of 0 will be required for this permit ❑ 0039 Final approval for all '1'1 w /in the limits of the SC Mall ❑ 000004 All mechanical work shall be under separate pcm it ❑ 0040 All constntction noise to be in compliance with 8.2 TM ❑ 0041 Ventilation is required for all new rooms & spaces 0005 All permits, insp records & approved plans available 0006 All structural concrete shall be special inspected ❑ "Applicant shall obtain n separate plumbing permit from Kine Co" ❑ "Anchoring— i \II new construct and substantial improvement shall anchored to prevent flotation" ❑ _11007 All structural welding shall be done by WABO certifie• . inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TivMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from approprinlc water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances. which generate...." ❑ "Water heater shall be anchored...." 0 J 1 Dale: ; " v Date: 12/44( a[un*n� trAtstatte ,',44 Sa'rri1 °F+A„'wxxora93"2;s`l ACTIVITY NUMBER: D01 - 365 DATE: 11 - - PROJECT NAME: QUICK PARK ENTRY CANOPY SITE ADDRESS: 3610 SOUTH 158 STREET XX Original Plan Submittal Response to Correction Letter.# Response to Incomplete Letter. # ,Revision # After Permit Is Issued DEPARTMENTS: Building Division Fire Prevention Planning Division Public Works n Structural n Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROUTING: Incomplete Please Route Structural Review Required REVIEWER'S INITIALS: rl APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions U'RROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Comments: CORRECTION DETERMINATION: Approved n Approved with Conditionsn REVIEWER'S INITIALS: n DUE DATE: 11-15-01 Not Applicable No further Review Required DATE: / — U/ DUE DATE 12 -13 -01 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: u� ry 'a'.' :1..1 . �..;. ai . v . . ir' �a: �, ��:: � iu, ;: iss; �i: i :',': �„�:;tr k.1� .* tit •sy2�ct,�r,r- .+t�;� „2 : 1 - r:_ „r. b�r,.t., »��"�, aais, �7% �t, Fii} r. k.;., �; �� ::T�? GAAe;6.n.i�:%'���i.d.,, ACTIVITY NUMBER: D01 -365 DATE: 11 -15 -01 PROJECT NAME: QUICK PARK ENTRY CANOPY SITE ADDRESS: 3610 SOUTH 158 STREET XX Original Plan Submittal Response to .Incomplete Letter # Response to Correction Letter #, ,Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete CM' Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP Structural Review Required APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Fire Prevention n Planning Division Structural Incomplete n Permit Coordinator DUE DATE: 11-1 5-01 Not Applicable No further Review Required DATE: ,I — 0 ` DUE DATE 12 -13 -01 Approved n Approved with Conditions n Not Approved (attach comments) n DATE: DUE DATE Not Approved (attach comments) I I DATE: DEPARTMENTS: Building Division Public Works Complete Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -365 DATE: 11 -15 -01 PROJECT NAME: QUICK PARK ENTRY CANOPY SITE ADDRESS: 3610 SOUTH 158 STREET X Plan Submittal Response to Correction Letter #_ Response to Incomplete Letter # Revision #, _ After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Comments: TUES /THURS ROUTI G: Please Route Structural Review Required REVIEWER'S .INITIALS: Fire Prevention Structural APPROVALS OR CORRECTIONS: (ten days) Approved fl Approved with Conditions REVIEWER'S INITIALS: ipv r 'N CORRECTION DETERMINATION: Approved with Conditions n Planning Division P 1 Permit Coordinator I I DUE DATE: 11-15-01 Incomplete n Not Applicable n No further Review Required DUE DATE 12 -13-01 Not Approved (attach comments) DATE: /Zi `Ff O REVIEWER'S INITIALS: DATE: n DATE: DUE DATE Not Approved (attach comments) — ,. ..4 0nro ,r,v o giro r 7 mvs i l: i rir ls' v Revision No. I Date Received Staff i Date ! Initials � Issued 1 i Staff � Initials 1 1 5 -1 D -oZ , SKS 1 F - 7- 1 z i I S'S Summary of Revision: 1, 2.9 _'249 . - rt.5 Received By: j.i)% tiaL I e, . Received By: ` ��Gt i � Revision No. Date Received ! Staff i Initials Date Issued 1 Summary or Revision: Staff Initials P. 8.19.0 2 ! JeciA-- t>- 4- 022 i � Summary of Revision: ji i W aidow^ GNU CattsicticuM bIatJv Received By: j.i)% tiaL I e, . Revision No. ' a Date Received Staff Initials Date 1 Staff Issued 1 Initials 1 Summary or Revision: Received By: Revision No. Date Received Staff I Initials 1 • Date Issued 1 Staff Initials 1 Summary or Revision: Received BY: PROJECT NAME: Qu►k_ rt&LL ' , IOC 4. Site Address: 3(010 s- l59» REVISION LOG PERM1 ?,JO �d (- 310S Original Issue Date: 12 Zt - dt (plea print) 1 Revision No. Summary of Revision: Date Received Staff Initials Received By: Date Issued (please print) (please print) Staff Initials (please print) : a' r� :avDdir+uGtifid "v�u`'i�,1+tt," .1saS� d . ,#` L,a#5:))..1 s` s</ce.4 �fi� r�l'�id�t�b� ,r REVISION NO • FILE COPY taPPROVED pUG 2 0 2012 t4.0 ct) wAsum 1 + .1U ®ft 2 �� ) r NpA Hp RECEIVED CITY OF TUKWILA AUG 19 2002 PERMIT CENTER • REGISTERED I , CT GAR • D. MOORE STATE OE WASHINGTON 2270 D oi - Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 38.0 All Other Roofs Concrete/Masonry Option 30.0 Opaque Walls Applicant Address: PO Box 91723 Bellevue, wA 19.0 Below Grade Walls 11.0 Floors Over Unconditioned Space 30.0 Slabs -on -Grade 10.0 Radiant Floors Maximum U- factors Opaque Doors 0.600 Vertical Glazing 0.400 Overhead Glazing 0.800 Maximum SHGC (or SC) Vertical/Overhead Glazing I 1.000 Project Info Project Address Quik Park Off- Airport Parking Facility Date 3/11/2002 3610 South 158th Street Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing For Building Department Use Tukwila, FA 98188 Concrete/Masonry Option Applicant Name: a taxiing Realty Organisation Applicant Address: PO Box 91723 Bellevue, wA 98009 Applicant Phone: (425) 455 -8151 Space Heat Type Q Electric resistance O All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area If they are insulated to the level required for opaque walls. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (rough opening) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals % Glazing 75.3 — 382.0 X 100 = 19.7% Concrete/Masonry Option 0 yes Check here if using this option and If project meets all requirements for the Concrete /Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying Q no assembly below. 1994 Washington State Nonresidential Energy Code Compliance Forms 994 Washin to S ate No residential Ener• Code Com • Hance For Envelope Summary. 1 Climate Zonfie ENV -SUM (Project Description New Building ❑ Addition 0 Alteration ❑ Change of Use Compliance Option 0 Prescriptive 0 Component Performance (See Decision Flowchart (over) for qualifications) O ENVSTD 0 Systems Analysis Semi- heated space* Minimum Insulation R- values Roofs Over Semi- Heated Spaces* 'Refer to Section 1310 for qualifications and requirements Notes: Opaque Concrete/Masonry Wall Requirements Insulation on interior - maximum U -factor is 0.19 Insulation on exterior or integral - maximum U -factor is 0.25 If project qualifies for Concrete /Masonry Option, list walls with HC ? 9.0 Btu/ft °F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code. Wall Description (including insulation R -value & position) GI t ,V44 oftikovtO AU 6 - 6 2102 kS 4 ED fit #a')a,6.116,444' irkli:�ie`1.91� mkt' :�.i'• �t' �' :+� � ; '�. P01 U- factor CI7VOF T l K W11 MAY 1 0 ?no? PERMIT CEr Ent June, 1995 Al kialdicn Waled? e aletgadevall B ed) RIO a ttic s I R33 Al diemofs R21 Roamer urcerd � R 9abeatga Faded boas RIO Crape cbas UQ60 Qaarg Qilaia Aft? Qazirg Mat. CH Am% U U S- EC 00.15% 090 t45 t00 15+2 Y 0.75 1.40 110 3333%0.60 1.30 0.66 334(P /o Q5U 125 0.45 AI Indatim Indailed? CpegueVV3lls R19 �lowgadevell eld) Ft-10 Bdorvgadevellss(ctlh) R19 Refsaerattis R38 AI dhernis R30 Raasa er ind R30 RIO F� 0 R aqua&as Qa UQW Gating (Iberia IVet? aaa ■krt. CH Am % U U s- 2C 0020% Q40 Q80 1.00 Envelope SummarOback) Climate Zon: ENV -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building envelope requirements, the folowing two categories comprise all space heating types: Other. AM other space heating systems including gas, solid fuel, oil, and propane space heating systems and those systems listed in the exception to electric resistance. (continued at right) 1994 : :'__ : . : .. a ton State Nonresidential Energy Code Com Form Al inslatimirtt#alled? Wills R-11 lvetnnYv�s(oo)) Q� Is(� Faofsa�rattics R30 Al olfiariods R21 Rcasaenrnaadqi R19 Saga ads R10 F� tioals RIO Qaat}e dual U0.60 Going Oilelia I4bl? Ate9% U U SW 0019X 0.90 1.45 1.00 15)% am 1.40 110 2030% 0.60 1.30 066 3040% 0.50 125 045 Al kiala imktt#alted? t3aarg Oilaia Wtt? Gazing Mat. CH Area % u u SHE cx aP/o 040 080 1.00 Concrete/Masonry Option* Assembly Description Wall Heat Capacity (HC) Assy.Tag {.1 HC" Totals Area (sf) Area weighted HC: divide total of (HC x area) by Total Area HCxArea ro June, 1995 Electric Resistance: Space healing systems which use electric resistance elements as the primary heating system including baseboard, radiant, and forced air units where the total electric resistance heat capacity exceeds 1.0 Wfft of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. *If the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. "For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 2009. 0 ik�`�k��� �+: kakki�tttca�Y�4ht , t�:tS,iS�r.�etta 6440 {,!:,i,hat4 te.V, :u? �}2ki " lcdfi7 ?a+bs '' ,x Ykx{tYli34itr+'s ;?}.: 1994 Washington State Nonresidential Energy Code Compliance Forms 1994 W in ton State Nonresidential Ener Code Com • u-Zce Form Envelope UA Calcul . • ns Climate Zonel ENV -UA Project Address Quik Park Off- Airport Parking Tacility Date 3/11/2002 Space Heat Type Glazing Area as % gross exterior wall area Concrete/Masonry Option Notes: If glazing area exceeds maximum allowed in Is used, Target U- factors, SHGC and Glazing % will Table, then calculate adjusted areas on back (over). If Concrete /Masonry Option be different than shown below. Refer to Table 13-1 for correct values. Building Component List components by assembly ID & page # Proposed UA U- factor x Area (A) = UA (U x A) c ` g a 0 f d 6 U= U= U= U= U= U= U= U= U= U= U= Plan ID: *101 Plan ID: *102 Plan ID: *103 Plan ID: *104 Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: 0.400 0.400 0.400 0.400 7.3 13.4 32.0 22.6 2.9 5.4 12.8 9.0 0 0 6 � 0 o a $ a O o a Fe' 1 m U) m L° U= U= U= U= Plan ID: Plan ID: Plan ID: Plan ID: U= U= U= Plan ID: nos Plan ID: Plan ID: 0.240 21.0 5.0 R=38.0 R= R= Plan ID: Roof Plan ID: Plan ID: 0.026 189.5 4.9 R= R= R= Plan ID: Plan ID: Plan ID: R= 19.0 R= R= R= R= R= R= Plan ID: New Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Nall 0.053 285.7 "Note: sum of Target Areas here should equal Target Opaque Wall Area (see back) 15.1 R= Plan ID: R= Plan ID: R= Plan ID: 1 Note: if insulated to levels required for opaque walls, list above with opaque walls R= R= R= R= Plan ID: Plan ID: Plan ID: Plan ID: R= 10.0 R= R= R= Plan ID: New Plan ID: Plan ID: Plan ID: Q Electric resistance Q All other 19.7% Prop. I 20.0% Max.Target Q Yes QQ No 0.100 95.5 i 667.0 9.6 64.8 For Building Department Use Target UA U- factor x Area (A) = UA (U x A) 0.400 75.3 30.1 0.600 21.0 12.6 0.031 189.5 5.9 0.062 ** ** 285.7 17.7 t fat s` ::;. 0.540 95.5 51.6 Oth Hear) e'I ab 1 ebtiid >RBsi )r radiant Iloar values) 667.0 117.9 *For CMU walls, indicate core insulation material. For compliance: 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. Totals Totals June, 1995 OG= 0G= VG= 75.3 189.5 + 285.7 • Climate Zo! 1 ENV -SHGC 1994 Washington State Nonresidential Energy Code Compliance Forts Vertical Glazing List components by assembly ID & page # ID: aloe ID: 0102 ID: 0103 8 � Z5 ID: 0104 ID: ID: Glazing Area Opaque Area Gross Exterior Wall Area 76.4 Roofs over Attics Other Roofs Walls) Roofs over Attics Max Glazing Area (Table 13 -1) Target OG Area In Roofs over Attics 0 lesser 76.4 Proposed Opaque Area 189.5 Proposed Opaque Area 285.7 994 W,ashi ton State Nonresidential Ener• Code Corn •Hance For 9 1 Proposed SHGC SHGC* x Area (A) = SHGC x A 1.000 1.000 1.000 1.000 *Note: Manufacturer's SC may be used in lieu of SHGC. For compliance: Totals 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Proposed Areas: Numbered values are used in calculations below. Other Roofs Max OG Remaining 76.4 Proposed OG Area Proposed VG Area 75.3 1 7.3 13.4 32.0 22.6 9 75.3 Walls 7.3 13.4 32.0 22.6 Maximum Target Glazing Area 382.0 1 X 20.0% I? I 100 1 Target OG Area In Other Roofs 0 lesser 76.4 Target OG Areal/ Target VG Area 1 75.3 75.3 Target SHGC SHGC x Area (A) = SHGC x A 1.000 75.3 lifoIl9 E1oi Cf1;CR@ Totals Totals 0 Overhead Glazing List components by assembly ID & page # ID: ID: ID: ID: ID: ID: Proposed SHGC SHGC* x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A 'Note: Manufacturer's SC may be used in lieu of SHGC. Totals For compliance: 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed in Table 13 -1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Target VG Area Target Opaque Area Target Opaque Area Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Target values In shaded boxes are used in the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. 75.3 asa 75.3 June, 1995 r Win values 75.3 Note: OG = overhead glazing VG = vertical glazing For Target OG's, the lesser values are used both here and below. 1 Target Areas OK 1 .1.: JJ+t JAU'�vtt� li+f `b.*. 44 `+A .'t .`b'k Y+'t FX Project Address Quik Park Off - Airport Parking Tactility 'Date 3/11 /2002 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability Code (yes, no, n.a.) Section Component Information Required Location on Plans Building Department Notes GENERAL. REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed 1302 Space heat type: If "Other", indicate on plans that electric resistance heat is not allowed 1310.2 Semi- heated spaces Semi - heated spaces identified on plans if allowed 1311 Insulation 1311.1 Insul. Installation Indicate densities and clearances 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic Insulation; Indicate baffles If eave vents installed; Indicate face stapling of faced batts 1311.3 Wall insulation Indicate R -value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior Insulation Is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth. low-e coatings, gas fillings _ 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted cak:ulatbns as necessary) 1313 Moisture control 1313.1 Vapor retarders Indicate vapor retarders on warm side 1313.2 Roof /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate vap. retard. with sealed seams for non -wood struc. 1313.3 Wall vapor retarder Indicate vapor retarder on wall section 1313.4 Floor vapor retarder Indicate vapor retarder on floor section 1313.5 Crawl space vap. ret. Indicate six mil black polyethylene overlapped 12" on ground 1314 Air leakage 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping 1314.2 Glazing /door sealing Indicate weatherstripping 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing PRESCRIPTIVE /COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary f. Building Permit Pla Checklist 1994 Washington State Energy Code Compliance Forms • • - • •,• - • • ENV -CHK June, 1995 If "no" Is shown for any question, provide explanation: i;a',':ix ✓.:n;r.; +:�: '0'44 ;.;,A `"464".e'. Z 1 i re U co I. N lL W 0 g Q �_ a W Z = i 0 Z uj U O N O I— WW i— H .. Z 0 1 ' Z Building Permit Pla Checklist 1 . • ... - . I.. .. - . 1. • 1994 Washington State Energy Code Compliance Forms Envelope - General Requirements 1311 Insulation 1311.1 Installation Requiremerts: All insulation materials shat be installed acceding to the manufacture's instructions to achieve props densities, rreintain deaances, and maintd n uniform R- values. To the maninrum extent possible, instil dim shall etend over the full component area to the intended R- value: 1311.2 Rod/Ceiling Isulationt Open -tioNn or poured loose-fill insulation rrey be used in attic spaces where the sloped the ceiling is not more than 3/12 and there is d least thirty inches of dea dstance from the top of the tottom chord of the truss a at3ling joist to the underside d the sheathing at the rod ridge. When eave vertts are instilled, bdfiing d the vent openings shall be provided so as to deflect the i naming air above the surface of the insulation. Where lighting fixtures are recessed into a suspended or eased Bid eedirg, the rod /ceiling asserntiyshal be insulated in a location other than directiy on the suspended ceding. Exception Type IC raked recessed Iigtting fixtures. Where instaled inweed framing, faced batt insulation shat be face stapled. 1311.3 Wall Insulation: Exterior well cavities isdated during framing shall be fully insulated to the levels d the surrounding Mrs. When installed in wood framing, faced bait ihsuldien shall be face stapled. Above grade enterior insulation shall be prdeded. 1311.4 Fbor Insulation: Floor insulation stall be installed in a permanent manner in substantial rented with the surface being insulated. Ireuldion supports shall be installed so spacing is not more than twenty foxy inter an eerier. Instilled insulation shall not bock the airflow through fourdaicn vents. 1311.5 Slab-0 .Grade Floor: Slab-on -grade insulaton installed inside the foundation wall shill extend downward from the top of the slab a minimum distance of twenty-four inches a to the top d the footi rig, wtid>ewer is lees. tstlation i retailed outside the foundation shall extend dawrwad a ni affirm of twety -far inches or to the f rostline; wtichever is gaiter. Above Bade insulation shah be prdected. Exception: Fa mandihic slabs, the insulation shall edend downward from the top d the stab to the bottom d the foiling. 1311.6 Readmit Floors (on or bdowgrade): Stab -0 n -grade insulation shat Wend downward fran the tip d the stab a minimum distance of thirty-six inches or dcwt ern to the tip of the footing and horizontal fcr an aggregated not less than thirty-six inches. If required by the budding official where sal eonditiors wtarrat such insulation, the entire area of a radiant fba shill be thermally isolated from the sod. Where a son gas cortrd system is provided blow the radiant fba, which results in increased oxnvecthveflat/ belay the radiant floor, the radiant floor shall be thermally isdated from the sut}floa gavel layer. 1312 Glazing and Doors 13121 Standard Procedure for Defenrination of Glazing and Door IF- Factors: U4actors fa gazing and doors shall bedeterrnined, certified and labeled in accordance with Standard RS-31 by aced fed indepeident agency licensed by the National Fenestrafal Rating Cowell (NFRC). Cbnpiahce shall be based on Model Size AA or BB. Prcdud samples used fa U-facta deterrriretixns shall be production line units a representative of units as purchased by the consumer or contractor. Unlabeled gl as rig and doss shall be assigned the defailt U-factor in Section 2006. 1312.2 Solar He Gain Coeffident and Shading Coefficient: Sola Heat Gain Coefficient (SHGC), shall be determined, certified and labeled in accordance with the National Fenestration Rating Ceunal (NFRC) Standard by a certified, independert agency, licensed by the NFRC. Exeption: Shadrr coefficients (SC) shill be an acceptade alternate for compliance with soles heat gain coefficient requirements. Shading coefficients fcr glazing shat be taken from Chapter 27 of Standad RS-27 a from the manufacturer's test data 1313 Mdsture Contrd 13131 Vapor Retarders: Vapor retaders shill be installed on the warm side (in winter) of insulation as required by this section. Exemption Vapa reader installed with not more than 1/3 of the nominal R -value between it and he conditioned space. 1313.2 Roo6Ceiing Assemblies: Rod / ceiirg assemti where the ventidiai space above the insulaion is Is than an average of twelve inches shall be provided with a vapor retarder. Rodkeiling assenblies without a vented airspace, where neither the roof deck nor the roof structure are made of woad, shall provide a corttiruots vapor retarder with taped seams. Exception Vapor retarders need not be provided where an of the insulation is installed between the ref rmnt?rane and the structural rod deck 1313.3 Walls Walls separating conditioned space from unoorditicned space shall be provided with a vapor retarder. 1313.4 Floors Fbors separating caxlitioned space from uncordtimed space shall be p cvided with a va retarder. 13125 Crawl Spars: A Bound cover of six mil (0.006 inch thick) black polyethylene or approved equal shall be I ad over the ground within crawl spaces. The ground cover shall be overlapped twelve inches minimum at he joints and shat extend to thefoundatim wall. Exception The ground corer may beorritted in crawl spaces if the aaM space has a concrete slab boor with a minirxm thickness of three and one -half inches. 1314 Air Leakage 1314.1 Buiidng Envelope The requirements d this section shall apply b building elements sepaatirr condticned from unconditioned spaces. Exterior joints sound windows and door frames, openings between WAS and foundation, between walls aid rod and wall panels; openings at penetrations of utility services through wells, floors, and roofs and an other openings in the buddrg envelope s hall be sealed, caulked, gasketed, or wealherstipped to limit air leakage. 13142 Glazing and Doors: Doors and operable glazing separating conditioned from unconditioned space shall be weatherstripped. Foxed windows stall be tight fitting with g ass retained by stops with sealant a caulking ail around. Exception Openings that are required b be fire resistait. 1314.3 Bulking Assemblies Used as Ducts or Plenums: Building assemdies used as thous a plenums shall be sealed, caulked, and gasketed to limit air leakage. Project Info en r'�f� P I PFAA �--- Project Address QUIK PARR: OFF- AIRPORT PARKING FACILITY Date 3/13/2002 0 160th. 6. OLD MILITARY RD. For Building Department Use TUKWILA, WASHINGTON Applicant Name: QUIK PARK OFF - AIRPORT PARKING FACILITY Applicant Address: Applicant Phone: 1994 Washlggton State Nonresidential Energy Code Compli ^ice Form Envelope Summary Climate Zon - ENV -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms First Edition • June, 1998 Project Info Project Address QUIK PARK OFF- AIRPORT PARKING FACILITY Date 3/13/2002 Allowed Watts x ft (or x If) 8 160th. & OLD MILITARY RD. For Building Department Use 0.2 W/ft TUKWILA, WASHINGTON Applicant Name: QDIK PARK OFF - AIRPORT PARKING FACILITY Applicant Address: . Applicant Phone: 72800.0 Location Description Allowed Watts per ft or per If Area in ft (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking OPEN PARKING LOT 0.2 W/ft 364000.0 Open Parking OPEN PARKING LOT 0.2 W /ft 364000.0 72800.0 Outdoor Areas CANOPY /PAYHOOTH LIGHTS 0.2 W/ft Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Location (floor /room no.) Occupancy Description Allowed Watts per ft Area in ft Allowed x Area OPEN PARKING LOT 364000.0 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts • Lighting Summary LTG -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms Compliance Option 1997 Washington State Nonresidential Energy Code Compliance Form O Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) First Edition - June, 1998 (Project Description El New Building 11 Addition ❑ Alteration Maximum Allowed Lighting Wattage (Interior) Proposed Lighting Wattage (Interior) be used. Maximum Allowed Lighting Wattage (Exterior) the default table in the NREC Technical Reference nnanuai may also Location (floor /room no.) Fixture Description Total Proposed Watts may not exceed Total Allowed Watts for Interior Number of Fixtures Watts/ Fixture Total Proposed Watts Watts Proposed Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed T7- HID POLE LIGHT 11/2 -35011 LAMP 26 400.0 10400.0 F9 - 175W METAL HALIDE • 8 20 0.0 1600.0 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 12000.0 1997 Wa It gton State Nonresidential Energy Code CompLnce Form 0.25 W /ft Bldg,, (by facade) Bldg. (by perim) 7.5 W /If Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts 72800.0 Use mfgr listed maximum Input wattage. For fixtures with hard -*area Danasts only, Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. U ' CO W ; W =: N LL W O. 52 a ; Z i-- O ' Z 1—' 111 uj U 0 N s ; W, 1— rj tL F= O ; W Z> • w O Use LPA (W /ft Use' LPA _ (yy/ft Paining, welding, carpentry, machine shops 2.3 Police and fire stations' 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel banquet/conference/exhibition hall" 2 Assembly spaces auditoriums, gymnasia', theaters 1 Laboratories 2 Process plants 1 Aircraft repair hangars 1.5 Restaurants/bars' 1 Cafeterlas, fast food establishments' 1.5 Retail A 1 Factories, workshops, handling areas 1.5 Retail B Retail banking 1.5 Gas stations, auto repair shops' 1.5 Locker and/or shower facilities 0.8 Institutions 1.5 Warehouses'', storage areas 0,5 Ubraries 1.5 Aircraft sbrage hangars 0.4 Nursing homes 1.5 Parking garages see Sadie 1532 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildings, school classrooms, day care centers 1.35 Common area, corridors, lobbies (except mall concourse) 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings, officeradministratile seas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches) 1.2 Prescriptive Spaces Occupancy: Q Warehouses, storage areas or aircraft storage hangers ()Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures In the space is not limited by Code. Clearly Indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: ❑ Check here if at least 95% of fixtures in the space meet all four criteria: 1. Fixtures are fluorescent, non - lensed, with only one or two lamps, and 2. Lamps are T -5, T -6, T -8 or PL, and 3. Lamps are 5 -50 Watts, and 4. Ballasts are electronic ballasts 1997 Washington State Nonresidential Energy Code Compli -nce Form Lighting Summary - .ck) LTG -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms First Edition • June, 1998 Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting Footnotes for Table 15-1 1. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2. The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4. For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6. Includes pump area under canopy. 7. In cases in which a lighting plan is submitted for only a portion ofa floor, a Unit Lighting Power Allowance of 1.35 maybe used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. 8. For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. 10. For both Retail A and Retail B, light for free-standing display, building showcase illumination and display window illumination installed within two feet of the window are exempt. Retail A allows a Unit Lighting Power Allowance of 1.0 watts per square foot. Ceiling mounted adjustable tungsten halogen and HID merchandise display illuminaries are exempt. Retail B allows a Unit Lighting Power Allowance of 1.5 watts per square foot, including all ceiling mounted merchandise display luminaries. 11. Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks phis the vertical face area (access side only) of the racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Lighting Permit Plan hecklist LTG -CHK 1997 Washington State Nonresidential Energy Code Compliance Forts First Edition - June, 1998 Project Address Wilt PARK OFF - AIRPORT PARKING FACILITY I Date 3/13/2002 The following Information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) I Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) • • yee 1513.1 Local control /access Schedule with type, indicate locations yea 1513.2 Area controls Maximum limit per switch yea 1513.3 Daylight zone control Schedule with type and features, indicate locations yea vertical glazing Indicate vertical glazing on plans yea overhead glazing Indicate overhead glazing on plans n.a. 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location yes (a) timer w/backup Indicate location (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location n.a. 1513.6.1 (a) occup. sensors Schedule with type and locations n.a. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans yea Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture yes I IElec motor efficiency IMECH -MOT or Equipment Schedule with hp, rpm, efficiency I 1997 Wa !!t gton State Nonresidential Energy Code Compljnnce Form If "no" is circled for any question, provide explanation: 6 J U , U 0 0 (OW ' J F.. N u - : W 0 g J: u. ? D. !_- _ Z t`. 0 ' Z ! — 11.1 uj U . 0 0 F- W W - r O ; iii Z U N 0 1 O Z Project: QUIK PARK OFF - AIRPORT PARKING FACILITY Office and Maintenance Buildings Addendum Date: December 6, 2001 From: Calvin Jordan Associates, Inc To: ALL PLAN HOLDERS: SPECIFICATIONS: ADDENDUM NO. 1 END OF ADDENDUM NO. 1 t � Quik i .,.K Off - Airport Parking Facility FIL.E COPY r' .: •��.,- '!fin -y tij.; ..c f , Y Notice is hereby given to all plan holders of record on this date that the following Addendum shall supplement and supersede (if in conflict) all affected portions of the contract documents and previous addendum, if any, on the above referenced project Replace Section 08360, Sectional Overhead Doors with attached the Section 08360, Overhead Doors, in its entirety. RECEIVED CITY OF To,iwwn • MAY 1 0 ?no' PERMIT CE■■ . t_, bt- rro\ 1'. ar e CITY Of IRM APPROVED AUG - 6 2082 tstr. ONG D 1StON Addendum No 1 Page 1 of 3 l 4M1' kk+. i7�• l4(:l q' �JA* :al•�!n�y.Mf¢' ?!i'�'*4.rtf�:ri:f PART 1 - GENERAL 1.01 General: 1.02 Section Includes: 1.03 Quality Assurance: 1.04 Submittals: Section 08360 OVERHEAD DOORS Quik Park Off Parking Facility A. Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the Sectional Overhead Door work as shown on the Drawings and as specified herein. A. Sectional overhead doors, manually operated, with accessories and components. A. Provide each overhead door as a complete unit produced by one manufacturer, including frames, sections, brackets, guides, motors, controls, weather-stripping and installation accessories. B. Unless otherwise acceptable to the Architect, furnish all overhead door units by one manufacturer for the entire project. A. Manufacturer's Data: For information only, submit four(4) copies of manufacturer's data for fabrication and installation instructions. B. Shop Drawings: 1. Submit five (5) copies of shop drawings to the Architect for review and approval prior to manufacturer of overhead doors. Include details of door design, conditions at openings, tolerances and connections. Show anchorage and accessory items. Addendum No 1 Page 2 of 3 PART 2 - PRODUCTS 2.01 Materials: A. Overhead Doors: Shall be 420 Series, 20 gauge roll- formed galvanized steel overhead sectional door, with standard lift track, as manufactured by Overhead Door Corporation, or approved equal. PART 3 - EXECUTION 3.01 Installation: 1. Track: Shall be 3" standard lift track. Quik t u c Off - Airport Parking Facility 2. Hinges and fixtures shall be galvanized steel. Full- floating ball - bearing rollers with hardened steel races. Roller sizes shall be adequate for design requirements and limitations. Finish: Shall be factory finished baked -on polyester coating. Operation: Manual with pull rope. II. Weather- stripping: A replaceable PVC vinyl "U" shaped astragal shall be installed on the bottom edge of each door. Installer: Doors shall be installed by an authorized distributor of the door manufacturer. Manufacturer's Instructions: Install doors, tracks, guides, motors, controls and accessories in accordance with Manufacturer's instructions and as shown on Drawings for fully operational door systems. END OF OVERHEAD DOORS Addendum No 1 Page 3 of 3 Project: QUIK PARK OFF - AIRPORT PARKING FACILITY Office, Maintenance, and Pay Booth & Canopy Buildings Addendum Date: February 18, 2002 From: Calvin Jordan Associates, Inc To: ALL PLAN HOLDERS: SPECIFICATIONS: 1. Section 10800 — Toilet Accessories: ADDENDUM NO. 2 :dsttYc.i . WA' ,ASvMA ' Quik l•,..,c Off - Airport Parking Facility GM( Of TUKV &A APPROVED AUG - 6 2002 KS 10 ! EU Notice is hereby given to all plan holders of record on this date that the following Addendum shall supplement and supersede (if in conflict) all affected portions of the contract documents and previous addendum, if any, on the above referenced project CITYO F�TU TUKWILA MAY 10 2002 PERMIT CENTER A. 2.01. Revise as follows: a. Toilet Tissue Dispenser: Shall be Model No. 0697GAL Stainless Steel Shelf and Toilet Paper Holder, as manufactured by American Specialties, Inc., or approved equal. (2 required) (1 required) Paper Towel Dispenser: Shall be Model No. 0210 Paper Towel Dispenser, as manufactured by American Specialties, Inc., or approved equal. (2 required) (1 required) c. Grab Bars: Shall be Model No. 3100 Type "A" — 01 (24 "and 48" length) Grab Bars, as manufactured by American Specialties, Inc., or approved equal. ( e r (1 each required) e. Toilet Seat Cover Dispenser: Shall be Model No. 0477 -SM Toilet Seat Cover Dispenser, as manufactured by American Specialties, Inc., or approved equal. 9—required) (1 required) f. Waste Receptacles: Shall be Model No. 0812 Free Standing Swing Top Waste Receptacle, as manufactured by American Specialties, Inc., or approved equal. (2 required) (1 required) h. Soap Dispenser (Wall Mounted): Shall be Model No. 0343, All Purpose Soap Dispenser, as manufactured by American Addendum No. 2 Page 1 of 9 b(;) 5(• so Section 15400 — Plumbing: e. In -Line Water Heater: Quik Par( Off - Airport Parking Facility Specialties, Inc., or approved equal. (2-required)-: (1 required) Mirrors: Shall be 1/4" thick quality polished plate glass, silver coated and hermetically sealed with a uniform coating of electrolytic copper plating, guaranteed for 15 years against silver spoilage. Mirrors shall meet Federal Specification #DD -M -411 B. Mirrors shall be mounted with continuous top and bottom "J" channels and wall mounting brackets. Mirrors shall be locked to brackets by means of theft - resistant set screws. See Drawings for mirror sizes. Verify sizes in field prior to fabrication. (2-required) (1 required) A. 2.01.C.2. Revise as follows: a. Lavatory: Chesapeake, Model K -1723 lavatory in white with Model K- 13228-5 Finesse Faucet, and K -7715 grid drain in polished chrome, by Kohler, or approved equal. (2 required) (1 required) Water Closet: Wellworth, Model K -3433 with K- 4686 -A seat in white, and K- 7637 angle supply by Kohler or approved equal. (2 quired) (1 required) c. Urinal: Dexter, Model No. K- 5016 -ET urinal by Kohler, or approved equal. Provide Model 186 -1 Royal Flushometer, by Sloan, or approved equal, and Model 400 universal carrier by Wade, or approved equal. (1 required) on tr o l (1 r Aristan water heater, Model GL2.5 with 8.0 GPH — First Hour Recovery Flow rate, 150 psi maximum operating pressure. ( 1 required) Addendum No. 2 Page 2 of 9 :n ;t bts1 ;izY .11).' ;tFX3! ?• „4t it7 » '461; .3Y4, 2.01.C.2. Additional fixture as follows: j. Lunch/Break Room sink: Ballard, Model K- 3260 -3 stainless steel utility sink with Model K- 8220-K Taboret faucet, and K- 8813/14 stainless steel strainer, by Kohler, or approved equal. (1 required) 3. Section 15500 - Heating, Ventilating and Air Conditioning (HVAC): A. 1.01. Revise as follows: b. Warranties: One (1) year factory warranty on the all products. One (1) year service and maintenance guarantee by Contractor for the Air Handling Unit and Condenser Unit installation. 2.01 Revise as follows: a. Quik Pail( Off - Airport Parking Facility e m»l Air delivery shall be 1,200 CFM. Air Handling Unit: Shall be Model No. TWR030C 100A Condenser with Model No. YCCO30F1L Convertible Packaged Gas /Electric furnace with a Model No. BAYLPKT022A Liquid Propane Conversion Kit (32,000 Btuh Heating Output Capacity) manufactured by The Trane Company, or approved equal. Air delivery shall be 1000 CFM. C. 2.01 Add product as follows: c. Roof Supply Fan: Shall be Model No. AIS -8 -E direct drive axial roof supply fan with gravity damper, pitched roof curb and variable speed controller manufactured by Greenheck Fan Corporation, or approved equal. Hood construction shall be aluminum, with an integral, prepunched, curb cap. The housing support frame shall be constructed of heavy gauge, zinc plated steel and designed concentric rings to serve as a bird guard. Propeller construction shall be of die formed aluminum blades riveted to a steel hub. The hub shall be securely attached to the motor shaft with set screws. The motor shall be permanently lubricated, heavy duty type carefully matched to the fan lead and furnished at the specified voltage, phase and enclosure. The motor shall be mounted on vibration isolators. A NEMA -1 disconnect switch shall be provided and wired to the motor. Axial roof supply fans shall be licensed to bear the AMCA Certified Ratings Seal for air performance. Addendum No. 2 Page 3 of 9 v Add Section 15617, Electric Heating Equipment, see attached. Add Section 15620 Gas -Fired Radiant Heaters, see attached. DRAWINGS: 1. The following drawings have been revised; see the appropriate revised drawing set: Office Facility: A001 Title Sheet A101 Site Plans A201 Enlarged Site Plan & Floor Plan A202 Reflected Ceiling Plan (A203) *A203 Elevations (A204) *A204 Elevations (A205) *A205 Sections (A206) *A206 Interior Elevations (A207) *A207 Foundation Plan (S202) *A208 Roof Framing Plan (S201) *A209 HVAC plan (M1) A601 Door and Window Schedule A701 Details A702 Details Maintenance Facility: A001 Title Sheet A101 Site Plans *A301 Floor Plan and Foundation Plan (A201) *A302 Reflected Ceiling, Roof & Roof Framing (A202) *A303 Building Elevations (A301) *A304 Building & Wall Sections (A302) *A305 Propane Tank Enclosure Plans & Elevations (A401) *A703 Details (A701) Pay Booth & Canopy Facility: A001 Title Sheet A101 Site Plan A401 Canopy Plan A402 Canopy Elevations A403 Canopy Elevations A404 Canopy Section *A405 Canopy Roof & Foundation Plan (S1) Quik Pu:L:'Off Airport Parking Facility Addendum No. 2 Page 4 of 9 *A406 Canopy Section & Elevations (S2) A407 Pay Booth Plans & Elevations A408 Pay Booth Sections A409 Pay Booth Sections A410 Details END OF ADDENDUM NO. 2 Quik Fail( Off - Airport Parking Facility *Denotes new sheet number, (old number in parenthesis), use sheet title for clarification. Addendum No. 2 Page 5 of 9 ix 2 00 t coo A. Description of Work: The work of this Section shall include all labor, materials, • w w equipment and appliances required to complete the Electric Heating Equipment N u. u. : work as indicated on the Drawings and as specified herein. w 0 B. Warranties: One (1) year factory warranty on the all products. One (1) year u_ j service and maintenance guarantee by Contractor for the Electric Heating = a Equipment installation. I- _ Z �.. I- O Quality Assurance: z t- 11J uj • 0 :0 - . O 1— w • U L 0 ui Z' O N: 17. 1 - O z PART 1 - GENERAL 1.01 General: 1. 1.02. Submittals: A. Product Data: Submit three (3) copies of manufacturer's technical product data, including rated capacities of selected model, furnished specialties and accessories, and installation and start-up instructions. PART 2 — PRODUCTS Shop Drawings: Submit six (6) copies of manufacturer's assembly -type Shop Drawings indication dimensions, required clearances, and methods of assembly of components. 3.3 Electrical Heating Equipment: Section 15617 ELECTRIC HEATING EQUIPMENT Quik Park Off - Airport Parking Facility Codes and Standards: Comply with the provisions of the following codes, specifications and standards, except as otherwise shown or specified: a. Uniform Mechanical Code. b. National Electrical Code c. ANSI/NFPA 90A: Installation of Air Conditioning and Ventilation Systems d. UL: Provide units and components that are labeled and listed by UL. Addendum No. 2 Page 6 of 9 3.02. Units: Quik Off - Airport Parking Facility A. Duct Heater: Shall be Model No. 1201 HF -.510W 10H -241 RT 1 A, 0.5 KW, 1 phase, 120 volt HF Open Coil Duct Heater with thermostat, as manufactured by Markel, or approved equal. B. Electric Unit Heaters: Shall be Model No. LPW1227T, 120 volt, recessed wall heater with fan and built -in thermostat, as manufactured by King Electrical Mfg. Co., or approved equal. Electric unit heater shall be field adjusted to provide 2000 watts. PART 3 — EXECUTION 3.01 Inspection: 3.3 Installation: Miscellaneous: Provide all miscellaneous items and appurtenances required for complete and operational heating system. All parts shall be as manufactured or approved by HVAC equipment manufacturer. A. Examine areas and conditions under which units are to be installed. Do not proceed with work until unsatisfactory conditions have been corrected. A. General: Install unit in accordance with manufacturer's installation instructions. Plumb and level, and firmly anchored in locations as indicated. Maintain manufacturer's recommended clearances. B. Ductwork: Connect supply and return to unit with flexible duct connections. Provide transitions to exactly match unit duct connection size. Start Up: Start up in accordance with manufacturer's instructions. Test controls and demonstrate compliance with requirements. Replace damaged or malfunctioning controls and equipment. A. Install units in space as shown on plans. Secure and provide seismic brace unit as called out by SMACNA standards and as per the Uniform Mechanical Code. END OF ELECTRIC HEATING EQUIPMENT Addendum No. 2 Page 7 of 9 Jl ti PART 1- GENERAL 1.01 General: Quality Assurance: 1.02. Submittals: PART 2 — PRODUCTS 2.01 Gas -Fired Radiant Heaters: Section 15620 GAS -FIRED RADIANT HEATERS Quik 1 u:x Off - Airport Parking Facility :. W re 2 U0 A. Description of Work: The work of this Section shall include all labor, materials, • N W w =.. equipment and appliances required to complete Gas -Fired Radiant Heater work as -' 1-- N u, indicated on the Drawings and as specified herein. O . � a� Warranties: One (1) year factory warranty on the all products. One (1) year D N service and maintenance guarantee by Contractor for the Gas -Fired Radiant d Heater installation. i ` z 1. Codes and Standards: Comply with the provisions of the following codes, specifications and standards, except as otherwise shown or specified: a. Uniform Mechanical Code. b. Uniform Plumbing Code c. UL: Provide units and components that are labeled and listed by UL. A. Product Data: Submit three (3) copies of the manufacturer's technical product data, including rated capacities of selected model indicating weights (shipping, installed and operating), furnished specialties and accessories, and installation and start-up instructions. Shop Drawings: Submit six (6) copies of the manufacturer's assembly -type Shop Drawings indicating dimensions, weight loadings, required clearances, and methods of assembly of components. Addendum No. 2 Page 8 of 9 3.02 Installation of Units: Quik Park Off - Airport Parking Facility Gas -Fired Radiant Heaters: Shall be Model No. TR 50 -20 (1 required) and TR 75 -30 (2 required) Tubular Radiant Heaters, with factory installed propane gas feature, as manufactured by Reznor, or approved equal. 1. The burner control system shall have a 24 -volt transformer; a spark ignited, intermittent safety pilot with electronic flame supervision; redundant single -stage combination gas valve; a burner -on indicator light; sight glass for observing flame; a power burner with post purge; a differential air pressure switch to measure combustion air; a safety interlock switch on the service door; a test port with removable cover; and a terminal board for connection of remote thermostat. 2. Controls: Shall have field installed thermostat and relay kit for automatic operation. PART 3 — EXECUTION 3.01 Inspection: A. Examine areas and conditions under units are to be installed. Do not proceed with work until unsatisfactory conditions have been corrected. A. General: Install unit in accordance with manufacturer's installation instructions. Plumb and level, and firmly anchored in locations as indicated. Maintain manufacturer's recommended clearances. Venting: Install required venting in accordance with manufacturer's instructions and applicable local, state and national codes. Start Up: Start up in accordance with manufacturer's instructions. Test controls and demonstrate compliance with requirements. Replace damaged of malfunctioning controls and equipment. END OF GAS - FIRED RADIANT HEATERS Addendum No. 2 Page 9 of 9 • 1'+ Project: QUIK PARK OFF - AIRPORT PARKING FACILITY Office, Maintenance, and Pay Booth & Canopy Buildings Addendum Date: March 19, 2002 From: Calvin Jordan Associates, Inc To: ALL PLAN HOLDERS: ADDENDUM NO. 3 DThGtVi Notice is hereby given to all plan holders of record on this date that the following Addendum shall supplement and supersede (if in conflict) all affected portions of the contract documents and previous addendum, if any, on the above referenced project SPECIFICATIONS: 1. Addendum No. 2 Section 15620 — Gas -Fired Radiant Heaters: DRAWINGS: A. 2.01.A.2. Revise as follows: Controls: Shall have field installed thermostat and relay kit for automatic operation. Provide manual override switch with a 60- minute timer. 1. A202 — REFLECTED CEILING PLAN: 2. A301 — FLOOR PLAN & FND. PLAN (REVISED): Quik Park Off - Airport Parking Facility CsTY of TIJKW11..A APPROVED AUG - 6 2002 AS 1i_U FILE COPY RECEIVED CITY OF TUKWIL.A MAY 1 0 2002 3. A401/E7 — PAY BOOTH & CANOPY PLAN (REVISED): PERMIT CENTER a. Revise in legend "Area of 2x4 suspended ceiling grid @ 9' -0 ", uno." to read "Area of 2x4 suspended ceiling grid @ 8 ' -6 "." a. Install an exterior hose bib on the southwest wall of Maintenance Building. Locate 11' -11" from southern most corner of building and connect perpendicular to nearest water line location. See civil plans for water line information. a. Install two (2) additional bollards to be located on either side of the 18" concrete pad shown at the westernmost egress point, to protect gate arm column. prfl(NI(V‘I p Addendum No. 3 Page 1 of 2 bo .L+ Isis:ddt311'i; t:10 Aa`Y*",iG:Y,}"w IU+ t. yaw. +wm w.��M:`UCkFiTRt4ynxyy; 1 c�'l+ 7 A407/A601 — PAY BOOTH PLANS (REVISED): A408 — PAY BOOTH SECTIONS (REVISED): A410 — DETAILS: END OF ADDENDUM NO. 3 Quik urk Off - Airport Parking Facility a. On Sheet A407, door number 113 on north elevation should show no glazing. b. On Sheet A601, door number 113 in Door Schedule should read: "Material — Metal, Type — D, Glazing — No, Detail — 9/701". A407/A408/A601 — PAY BOOTH PLANS (REVISED): a. On Sheet A407, delete window type "H" from floor plan, east elevation and west elevation. b. On Sheet A408, delete window type "H" from pay booth section 1/A404. c.. On Sheet A601, delete window type "H" from the Window Schedule and shown in Window Types. a. Untitled wall section should be labeled "2/A409 Wall Section 1"=1=0".". Revise label; "R -30 insulation leave 1" min. clear" to read "R -38 roof insulation leave 1" min. clear". A409 — PAY BOOTH SECTIONS (REVISED): . a. On C /A404 Pay Booth Section, revise detail symbol enclosing entire wall face "1/A408" to read detail symbol "2/A408 ", and detail symbol at "soffet 13/A410" to read "soffet 12/A410 ". a. Detail No. 3, H. Slider Sill/Header Detail; at the interior sill revise label "5/8" GWB" to read "1x6 wood trim ". Addendum No. 3 Page 2 of 2 PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): �.! The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: 14 1 6t Owner lnformatioh:`: . ' Agent/Contact Person: \(\0/ / Name: ate-t)(44 L Qom, t`_Spo) Name: MICA(AP.- kMest3AGM . Address: Po X. 917Z3 /Bt= Lu'ur= /6009 Address: go 'b( 95424/�� 9$(g5-2f19 Phone: (425) 4 5 5 - 8100 Phone: (ZOfU) 5Z3 37 / f i (266)5 - 6331 This certificate is for the purposes of: ❑ Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision ❑ Commercial /Industrial Building Permit ❑ Rezone Other W (4A) 12- VIEW Estimated number of service connections and meter size(s): L . Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): Owner /Agent Si atur :. Date: PART B: (To be The proposed project is located within I.A. completed by water utility district) ' t.t_l k r (City /County) �.! The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: 14 1 6t (Use separate sheet if more room is needed) . Based upon the improvements listed above, water can be provided and will be available at the site with a flow of • /SOO gpm at 20 psi residual for a duration of 2 hours at a velocity of 8 fps as documented by the attactied calculations. I hereby certify that the above information is true and correct. . i n - --itt / 2 � l Z V Agency /Phone 206 - ZeicZ - �c-cc-7 B Date CITY OF TUKWILA Permit Cente . • 6300 Southcet,.ar Boulevard, Suite 100; Tukwila, WA 98188 Telephone: (206) 431 -3670 PROJECT #: Agency /Phone WTRAVAIL.DOC 6/5/96 Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. Minimum water system improvements: (At least equal to B2 above) Use separate sheet if more room is needed By , 1/4'4 i1 ':i•.uCviYFnwthii,'!g tis tiai:itosit.: i ti• H -11 a e:t S.94k 1 -2 4 - 9`) Certificate of Water Availability (Required only if outside City of Tukwila water utility district) PART C: (To be completed by governing jurisdiction) FIVOtIVED CITY OF TUKWILA 1 3 . Z001 Date boi z w cc JU 00 N � W W N O = t— t- O Z t- W 2p 0 W W LL O: w co 0. z Part A: (To Be Completed by Applicant) Purpose of Certificate: IR Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: ❑ Residential Single Family ❑ Residential Multi- Family Commercial ❑ Other Applicants Name: 7 i J , ac a) /fir I p p e r s b a c-L, Phone: (4,00 5—A 3 376 Property Address or Approximate Location: , N, ,f AL s.ii,v4 , .r 4- be 6cKC/ Lc Ln! +. Cla,Ak. #'r.+cct *ye. Legal Description(Attach Map and Legal Description if necessary): rile? ci /Nail e Part B: ' (To Be Completed by Sewer Agency) 1. El a. Sewer Service will be provided by side sewer connection only to an existing 6 size sewer 0 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b aboveis checked) 51 a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, ' OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3.. ta a, The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District of city, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: • a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) • RECEIVED b. Easements: ❑ Required JD May be Required CITY OF TUKWILA c. Other: tl LL 2001 COLS Co ! � c.ci 4 - 1 " ; hiv& c ov 11 l .L PERMIT CENE CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY By 'WORKING TOWARD , . JETTER ENVIRONMENT SEWER DISTRICT Certificate of Sewer Availability Adf!Jtoh neKo Title 1481b ,rlllltary Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year fronyttre date of sig ture 3 q Date 0 tea Lri -r Cf CC LL: U. LL 1. 3 • ,• „,•■•IMI ..+•■• • 1 • • • • • • quiP ir re •■• •■• • 1•41. .j- . S 1w / OfSdrli Sr I yri 4e s•., 03 . A /5 • J117 1 1 1. 1. MIN It: • A l ;7 COAST TO COASTAc- HARDWARE O r(%3 4 J & C AUT6 . ttJ 13•0 A. 8 WLIIV'6 4E4=1 458 RFS TAVRAY s,„, 1••••••• ..n 1 4SO '.d t DOLLAR RENT-A-CAR 1 71 AC. • 0 • Ail • A re 4 . 5 • 1 • 1 " ')1E.RLIN6 11141 A11 E 1.16 1. * -t Parking • 7% X-- Lot STERLIN,G 1)11 1 1 1 E ‘ ‘"37\ --,— -4 •,-13 • , s . 51FFIL N • 51€ RUN() 111LAIRES ri a SfERLINC 1 HRLRE S Ca 100 AC. r BILLBOARDS 1 ea. CHURCH /11 !Min S PRESS OitIRCM T ..5. s to LLJ 1- 44 A b I I aa44t • :4 io c 0 cJ * 1 1A1 ■ • S. •••••■•■• 1 qtr 1 10 4. iki •••••••• • •=••••■ • ...IND • IBMs% • famill11 • 11•••••• • 41••■• • •1•••• • ••••••• • 41 ••••• • ••■ • •••••., .44,4•■,... • Prepared by Michael Alppersbach & Associates tonisk )11......1 sr. Lir x . 92 - 14 ist‘-t-i - t ... /6 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ••, • ,,,,, ,•. SIGN :Ro VIE /5871 4 NNY1 r r 1 4,, F625.052.000 (8197) F625.052•000 (3/97) 100 • ii¢th Avenue S.E. Bellevue, WA 98004-6453 CONSTRUCTION DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL , �REGIST . :...# ; .: . . � EXP . DATE CC01•,., • 'GLYCOI *01809 /2002 . EFFECTIVE =DATE _ T; _ x 0 : 9/29/1999 :�%..�s...ta ��r� 1:L.. �? la ......_... .... .. G L..Y r CONSTRUCTION INC • _ PO'!BOX' 6728 ' ' • BELLEVUE WA 98 =0728; REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # .EXP. DATE CCO1.,. GLYCOI *01809'09/30/2002 EFFECTIVE DATE . .09/29/1999 G L Y CONSTRUCTION INC PO BOX .6728 BELLEVUE WA 98008 =0.728 Signature Issued 5y DEPARTMENT OF LAI3OP, AND INDUSTRIES State of Washington County of Sing I certify that this is a true and correct copy of a document in the possession of GLY Construction, Inc. as of this date. Dated� SLL�� � , 4-0 0 I signatur (Y e_ e Notary Title My appointment expires oq P.O. Box 6728 Bellevue, WA 98008-0728 Tel: 425.451.8877 f NOTARY �G Io ti PUB o`' ~� Z „ OF � wp,S,, ,� Fax: 425.453.5680 www.gly.com Please Remove And Sign Identification Card Before Placing In Billfold r. . f 6iC�jibljNSH'F� >5i, .! ' 4..i. w. k. �I ^.R4:•�'90.,..,� �,�fiYY�a.°",�. rh #MeiSM'S ormation irsAxt �q,- : r�} v�' :� �' is ;:; ry • {��i� }:^ ' > } < ;,,2 + . .b:' +. {x,•:`:�q: • u.�' .....'•. $}f:S:..�.� 'v•ivh 'v4. L6.,tiL`fi Cr .kc` di „0„,+.ua�:LsLiSbsn::iY'v.�'�3 R� 9�u3;�rta�ro "4:1∎74`u 1'ASV"`We„`,N''464'40 , 1; rty ii i' w ih SiYdalh •ska� #'S."_kx4 'irs 1 ormation }.ar • • r....+...i:• ?• }n' ::•.•.:•.1,;,:',r 5 j.. n£S`. }+}Y:$ YY.•+ } ''> i r ial2i� '` %C':'`•`'` +'2 { �"'k�2 101 •:.b, 14;z+:t' st i, r4Ate } a dt Gtif 3A }d: : >' ii ; - -:.: i : : : : : :: :':::::::: :: < : >: 't::3 +: i •L.::i: $:'t:: `i ;'• � :( , ::-::::::::% , 4:: . . • .; ::C' • a :.::: : F. . . t . �d . Qn# et .. exsort:::::::::::::::::»:>: :: >;:::::: »::::::::< ..:.. ............:......:...:..... :: :::::: : : ' : . :::z::::':::2;'t:f; ::: >:::f3 :? ::: ::: : >�:<::::::. at± : :;. :: :. :.:::.:::::.:::ti.::::::<::::::. f ::::2 ::t•:::::::::'i': :t: :a •:fi> :::::> if::;' : ;.Sfi :f: >l aiti:�:t (ozo) 0'7..23- i7evV Balance Due: Need Current Contractor Registration Card: ❑ Yes . Need to Enter Contractor Information in Sierra: ❑ Yes �.:�S:ita,',t,• "su''.'r4 ∎?c ' .�9au'lti�ii;�'�s v DRAWING INDEX PROJECT INFORMATION: ARCHITECTURAL DRAWINGS LEON DESCRIPTION; PROPERTY ADDRESS: 3610 5. 158TH. STREET NKWIIA, WA 88188 PROPERTY OWNER: STERLING REALTY ORGANIZATION (SRO) Po BO% 91]23 `�2L1#VU45N- 87898009 1) CONTAC MICHAEL AIPPERSBACH yLI C�pEL AIPPEflSBACH & ASSOCIATES Pb 60% 95429 SEATTLE 2 - 98145 (206) 53 -3784 CONTRACTOR: GLY PO BOX 8729 E 988 (42451 - 887] 00 SETBACKS: FRONT PARKING) 118, PROPOSED 20' REQUIRED FRONT BUILDING) 20 P ROPOSED 20' REQUIRED REAR (BLOC 2 08 ' PROPOSED 10' REQUIRED SIDE OF BLDG 527' PROPOSED 10' REQUIRED SIDE Oi BLDG) 2]' PROPOSED 70' REQUIRED TEAS: PAY BOOTH FOOTPRINT: 179 S.F. TOTAL FLOOR AREA: 119 S.F. CANOPY (ROOF): 1,600 S.F. : 4,400 S.F. 851 ACRES TOTAL TAD AREA 41 (, ) PARKING: PARKING STALLS 1,063 PROPOS: 776 REGULA 286 COMPACT, 3 H PARKING STALLS: 3 REQUIRED NUT' GPACM: 3 PER 1,000 S.F. USABLE �� "u 11111101N0 CODES: 1997 UNIFORM BUILDING CODE OCCUPANCY TYPE: B TYPE OF CONSTRUCTION: VII SHEET A001 TITLE SHEET SHEET A002 GENERAL NOTES SHEET A101 SITE PLAN SHEET A401 CANOPY PLAN SHEET A402 CANOPY ELEVATIONS SHEET A403 CANOPY ELEVATIONS SHEET A404 CANOPY SECTION AND DETAILS SHEET A405 CANOPY ROOF & FOUNDATION PLAN CANOPY SECTION & ELEVATIONS SHEET A406 PAY BOOTH PLANS & ELEVATIONS SHEET A407 SHEET A408 PAY BOOTH SECTIONS SHEET A409 PAY BOOTH SECTIONS SHEET A410 DETAILS ELECTRICAL DRAWINGS THAT PoRNON OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 22 TOWNSHIP 23 NORTH RN. 4 EAST, VIM . , DESCRIBED AS FOLIAWS: BEGINNING AT E SOUTHWEST CORNER THE TRACT 779 OF SUNNYSIDE GNDENS, DIVISION "°' AS PER THE PLAT OF RECORDED IN VOTHLUME 25 OF PLATS PAGE 50, RECORDS Oi K COUNTY; OF ( ALONG CURVE TO THE WEST HAVING A RADIUS OF 1, 443.30 AND TO A RADIAL NEEBIARARR SOUTH 2.9'23° EAST, SAID POINT BEING ON THE SOUTH MNGIN OF SECONDARY STATE HIGHWAY D, 7 L AS ACQUIRED BY ENT T A DECREE OF APPROPRIATION ENTERED JUNE 21, 1880 IN KING COUNTY SUPERIOR COUR C A , USE NO. 543600; JUDGEM1 THENCE WEST ALONG SAID CURVE ON MARGIN MARGIN FEET THROUGH A CENTRAL ANGLE OF 1'50'22°; THENCE SOUTH 89'30'59 WEST ALONG SAID MARGIN H 0.00 FEET; H 00'29 EAST 215.00 FEET; THENCE LEAVING SAID MARGIN AT RIGHT ANGLES SOUTH THENCE AT RIGHT ANGLES NORTH 8930'59' EAST 7.50 FEET; THENCE AT RIGHT ANGLES SOUTH 00'29'01' EAST 118.18 FEET: THENCE SOUTH 16'53'12' WEST 147.77 FEET; T HEN C E 5702'08° WEST 145.37 FEET TO A UNE WHICH IS PARALLEL WON AND LIES 15 FEET SOUTHWEST OF TH SOUTHWEST RIGHT -OF -WAY MARGIN OF VACATED OLD MILITARY ROAD: THENCE SOUTH 37 EAST ALONG SAID UNE 766.00 FEET: THENCE S WES O UTH T-OF-WA 26.58'59' Y 41.84 F OL FEEO MNTT TO A ARY UNE ROAD; WHICH IS PARALLEL WITH AND UR 23 FEET SOUTHWEST OF THE SOUTHT RIGH EAST MARGIN O THENCE SOUTH 37157 EAST ALONG SAID LINE 40.83 FEET: THENCE SOUTH 11 WEST 199.27 FEET TO THE NORTH MARGIN OF SOUTH 180TH STREET: THENCE SOUTH 88'38'54' EAST ALONG SAID NORTH MARGIN 43.34 FEET: THENCE NORTH 53 EAST 24.19 FEET; THENCE NORTH 11 EAST 175.64 FEET; TH THENCE NORTH 67 EAST 183.55 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 220.50 FEET; THENCE EASTERLY ALONG SAID CURVE 95.19 FEET THROUGH A CENTRAL ANGLE OF 2 44'07'; THENCE SOUTH BC13'47 FAST 45.48 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 144.50 FEET; THENCE EASTERLY. NORTHEASTERLY AND NORTHERLY ALONG SAID CURVE 232.66 FEET THROUGH A CENTRAL ANGLE OF 92'15'74'• THENCE NORTH 00 WEST 218.93 FEET: THENCE SOUTH 88'28'13 EAST 68.89 FEET TO THE SOUTHERLY EXTENSION OF THE WEST UNE OF SAID TRACT 119; THENCE NORTH 01 EAST ALONG SAID EXTENSION 5.00 FEET TO THE POINT OF BEGINNING. CONTAINING 419,541 SQUARE FEET MORE OF LESS SITUATE IN KING COUNTY, STATE OF WASHINGTON. SHEET EO SYMBOLS & ABBREVIATIONS SHEET El SCHEDULES SHEET E2 ELECTRICAL SITE PLAN E3 ONE LINE DIAGRAM & PANEL SCHEDULE SHEET E4 PWR, LTG & SPEC. SYS. PLANS - OFFICE SHEET E6 DETAILS SHEET E7 PWR, LTG & SPEC. SYS. PL &N - CANOPY SHEET E8 SERVICE ENTRANCE DETAILS SHEET E9 REVENUE SYSTEMS DETAILS SHEET El0 SECURITY SYSTEMS DETAILS CIVIL DRAWINGS I ANO USF co Ds- CITY OF TUKWILA ZONING CODE ZONING: RC (REGIONAL COMMERCIAL) TYPE OF USE: OFF - AIRPORT PAM. FACILITY BUILDING HEIGHT: 28' -4 PAY BOOTH CNOPY 10'-11' PAY BOOTH 35' MA%INUM REQUIRED ROOK AREAS• OCO /B FLOOR Dr. F00R 119 .F. AIIOWARIF FLOOR AREA: 2 STORIES/ 8,000 S.F. SEE ATTACHED LANDSCAPE DRAWINGS SEE ATTACHED GENERAL NOTES: PAY T CAN 3610 SOUTH 158TH STREET TUKWILA WASHINGTON 98188 1. ALL WORK SHALL CONFORM TO THE UNIFORM BUILDING CODE, CORVENT ADDITION & TO ALL APPLICABLE MECHANICAL, ELECTRICAL AND ENERGY CODES. CONTRACTOR IS RESPONSIBLE TO SEE THAT WORK IN THE FIELD IS DONE IN ACCORDANCE WITH ALL CURRENT APPLICABLE NATIONAL, STATE AND LOCAL CODES, ORDINANCES, REQUIREMENTS, ETC. ARE SPECIFICALLY SHOWN ON DRAWINGS AND /OR CALLED FOR IN THE SPECIFICATIONS. 2. THESE PLANS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CALVIN JORDAN ASSOCIATES, INC. (ARCHITECT). ANY REPRODUCTION, MODIFICATION, DISCLOSURE AND /OR USE OF THESE MATERIALS (OR ANY PORTION THEREOF) WITHOUT THE ARCHITECT'S PRIOR WRITTEN CONSENT 13 STRICTLY PROHIBITED. 3. DRAWINGS SHOULD NOT BE SCALED. (N.T.S. INDICATES "NOT TO SCALE "). THE LISTED DIMENSIONS SHALL GOVERN, UNLESS NOTED OTHERWISE. 4. ARCHITECTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH CIVIL, STRUCTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. FOR ADDITIONAL GENERAL NOTES, SEE STRUCTURAL, ELECTRICAL AND MECHANICAL DRAWINGS. OFF - AIRPORT PARKING FACILITY 5. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK DESCRIBED IN THE CONTRACT DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS SHOWN OR IMPLIED ON THE DRAWINGS AND SPECIFICATIONS AS WELL AS THE EXISTING WORK AND PHYSICAL CONDITIONS OF THE SITE. IN THE EVENT OF DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS IN THIS PACKAGE, PLEASE NOTIFY ARCHITECT IMMEDIATELY. 6. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, OR PROCEDURES REQUIRED TO PERFORM THE WORK. 7. CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS AND FACILITIES TO REMAIN THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL REPAIR AND /OR REPLACE, AT CONTRACTORS EXPENSE, ANY EXISTING ITEMS AND FACILITIES TO REMAIN THAT ARE DAMAGED BY CONTRACTOR'S OPERATIONS TO THE SATISFACTION OF THE OWNER. 8. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL DETERMINE AND VERIFY LOCATIONS OF UTILITY SERVICES IN ALL AREAS TO BE EXCAVATED. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING APPROPRIATE JURISDICTIONS FOR REQUIRED INSPECTIONS AND SHALL PAY ALL FEES ASSOCIATED WITH THE WORK. 10. THE CONTRACTOR SHALL CLEANUP DEBRIS AND HAUL AWAY ON A CONTINUOUS BASIS, INCLUDING, BUT NOT LIMITED T0, ALL PAVING AND EXCAVATED SOILS. 11. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF DAMAGE TO THE WORK OF OTHER TRADES CAUSED BY HIS OPERATIONS. THE NATURE OF SUCH REPAIR WORK MUST RECEIVE THE PRIOR APPROVAL OF THE APPROPRIATE CONTRACTOR'S REPRESENTATIVE. 12. UNLESS STATED OTHERWISE IN THE SPECIFICATIONS, ALL PROCEDURES, TESTING, MATERIALS AND EQUIPMENT SHOWN ON THE PLANS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 13. UPON COMPLETION OF THIS PROJECT, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A SET OF PRINTS OF THE FINAL CONSTRUCTION DOCUMENTS. ALL "AS- BUILT" MODIFICATIONS, INCLUDING MODIFICATIONS TO THE WORK OF ALL SUBCONTRACTORS, SHOULD BE CLEARLY NOTED ON THESE PLANS. Calvin Jordan Associates, Inc. R CONTACT. CAL JORDAN Y FACILITY r4 Tasl � biai..: Perteet Engineering, Inc. Lakewood, xA 9e499 (269) 609 -0995 Engineering, Inc. 1 fiellerue, WA 98005 ao (42514543555 Casne E 355118NA S.E. Suite 1 DETAIL NUMBER AREA MAP DETAIL 4 TITLE NAME WORTHY AND ASSOCIATES Landscape Ar9Liteeture Reoroatladl Planning and Design 1982 First Avenue Suite Number 808 9eatue, WA gam (208) 448 -9a70 8. CALL OUT SCALE 51 -IEET NUMBER WHERE DETAIL 15 CUT RIVER • IGHTS Fit_[._ I understan:! S'la:n :.;hack approvals are subject to e,rc:, ;.pd ;,. end approval of plans doss poi cri e ie violation of any adopted cc �1rJir�anc�:. ".;;c, : ^t of con- tractor's copy of appmveJ plans acknowledged. By Date P D2- Permit No 20 I -%5 01 -3(05 TUKWILA WASHINGTON PROJECT SITE RECH A., Gnty of TL PERMIT GENIER boJ:3105 FILE COPY 1 understand that the Plan Check approvals are subject tc errors an omissions and approval of plans does not authorize the violation of any adopted code or ordinance.t of con- tractor's copy of approved plans ' By Date Permit No 12- 21 -0/ @EPARATE PERMIT RiQUIRED FOR: lE ECHANICAL n LECTRICAL PLUMBING GAS PIPING CITY OF TUKWILA BUILDING DIVISION x :{ xn ;!:!•Tii'ii:i:'.ii'f.!:�:Oi:: iv:•iiin....., : •i:yv ?: >.i::•:' < .. 3610 GENERAL NOTES: SOUTH OFF 158TH STREET 1. ALL WORK SHALL CONFORM TO THE UNIFORM BUILDING CODE, CORVENT ADDITION & TO ALL APPLICABLE MECHANICAL, ELECTRICAL AND ENERGY CODES. CONTRACTOR IS RESPONSIBLE TO SEE THAT WORK IN THE FIELD IS DONE INACCORDANCE- WITHALL CURRENT APPLICABLE. NATIONAL, STATE AND LOCAL CODES, ORDINANCES,' REQUIREMENTS, ETC. ARE SPECIFICALLY SHOWN ON DRAWINGS AND /OR CALLED FOR IN THE SPECIFICATIONS. 2. THESE PLANS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CALVIN JORDAN ASSOCIATES, INC. (ARCHITECT). ANY REPRODUCTION, MODIFICATION, DISCLOSURE AND /OR USE OF THESE MATERIALS (OR ANY PORTION THEREOF) WITHOUT THE ARCHITECTS PRIOR WRITTEN CONSENT IS STRICTLY PROHIBITED. 3. DRAWINGS SHOULD NOT BE SCALED. (N.T.S. INDICATES NOT TO SCALE "). THE LISTED DIMENSIONS SHALL GOVERN, UNLESS NOTED OTHERWISE. 4. ARCHITECTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH CIVIL, STRUCTURAL, ELECTRICAL AND MECHANICAL DRAWINGS' FOR BIDDING- AND CONSTRUCTION. FOR ADDITIONAL GENERAL NOTES, SEE STRUCTURAL, ELECTRICAL AND MECHANICAL DRAWINGS. - - 5. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK DESCRIBED IN THE CONTRACT DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS SHOWN OR IMPLIED ON THE DRAWINGS AND SPECIFICATIONS AS WELL AS THE EXISTING WORK AND PHYSICAL CONDITIONS OF THE SITE. IN THE EVENT OF DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS IN THIS PACKAGE, PLEASE NOTIFY ARCHITECT IMMEDIATELY. - - - 6. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, OR PROCEDURES REQUIRED TO PERFORM THE WORK. 7. CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS AND FACILITIES TO REMAIN THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL REPAIR AND /OR REPLACE, AT CONTRACTORS - EXPENSE, ANY EXISTING ITEMS AND FACILITIES TO REMAIN THAT ARE DAMAGED BY CONTRACTOR'S OPERATIONS TO THE SATISFACTION OF THE OWNER. 8. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL DETERMINE AND VERIFY LOCATIONS OF UTILITY SERVICES IN ALL AREAS TO BE EXAVATED 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING APPROPRIATE JURISDICTIONS FOR REQUIRED INSPECTIONS AND SHALL PAY ALL FEES ASSOCIATED WITH THE WORK. 1C. THE CONTRACTOR SHALL CLEANUP DEBRIS AND HAUL AWAY ON A CONTINUOUS BASIS, INCLUDING, BUT NOT LIMITED TO ALL PAVING AND EXCAVATED SOILS. 11. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF DAMAGE TO THE WORK OF OTHER TRADES CAUSED BY HIS OPERATIONS. THE NATURE OF SUCH REPAIR WORK MUST RECEIVE THE PRIOR APPROVAL OF THE APPROPRIATE CONTRACTOR'S REPRESENTATIVE. 12. UNLESS STATED OTHERWISE IN THE SPECIFICATIONS, ALL PROCEDURES, TESTING, MATERIALS AND EQUIPMENT SHOWN ON THE PLANS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 13. UPON COMPLETION OF THIS PROJECT, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A SET OF PRINTS OF THE FINAL CONSTRUCTION DOCUMENTS. ALL "AS- BUILT" MODIFICATIONS, INCLUDING .MODIFICATIONS TO THE WORK OF ALL SUBCONTRACTORS, SHOULD BE CLEARLY NOTED ON THESE PLANS.- - _ - - TUKWILA ■ Calvin Jordan Associates, Inc. ..C.1OUS0.R OVUM •1110 LA..SC.11...c9lnmmn CONT/A, CAL JORDAN SA*. 1.• NOT-4M .1 I.ri..r MI hi..BOOM ,.e ARRISON ENGINEERING Perteet Engineering, Inc. IODtO9 7Md8spoat. W{T S.W. WU C-1 Lakewood.. WA 96499 (256) 669 -0996 !Ii' REVISIONS P; t CHANGES SHALL BE MADE TO • SCOPE OF WORK WITHOUT PRIOR DV AL OF TUKWILA BUILDING DIVISION. f GTE: REVISIONS WILL REQUIRE A NEW PLAN SUBMITTAL AND MAY WCLUDE.ADDITIONAl. PLAN REVIEW FEES. WASHINGTON AREA MAR= DETAIL NUMBER DETAIL 4 TITLE NAME CALL OUT SCALE SHEET NUMBER WHERE DETAIL 15 CUT- 98188 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subs.quent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: / Zit ¢ /mot oeR4vytL °r' 97T4r, -{� 1),,A.„0“ 10Wh Ot. j , - - 7 1 3 r , C 3 r , N.T13. WASHINGTON P ruKw ROJECT 1A SITE RECEIVED t 1T1 OF TuKwitA Nov 1 3 2001 PERMRCENTER bDJ 3t,5 DRAWING INDEX PROJECT INFORMATION: ARCHITECTURAL DRAWINGS .-ow �+Fe:'anowno - - THAT PORTION OF THE SOUTH HALF OF THE SOU NWEST QUARTER OF SECTION 22. TOWNSHIP TS mown, WIDE 4 EAST, WM., DESCRIBED AS TT1LIAw5: .. _ BEGNRIWO AT THE SOUmwESiCORNER OF THEiMCT 119; OF. SUNNYSIOE GARD[,IK, DIVISION .N0.1 AS PER THE PRAT RECORDED IN VOWNE 2S OF MATS ON PAGE 50, IEWROS'OF IO COUNT: " - THENCE NORM- Q1 EAST; #LOTTO THE WEST UHE OF SUB TRACT 119 A.DISTANCE OF324.43 FEET TO THE BEGINNING OF A NON - TANGENT CURVE • TO TIE WEST HAVING .9 RADIUS' OF 1,443.30,FEET. AND TO WHICH, POINT A RADIAL LINE BEARS SOUTH 7/9'23' AST. SAID PINNY KING ON 77E SOUTH MARGN OF.SECONd110t STATE XIOIIWAY,ND. i -L, AS WOMBED BY JUDGEMENT ANTI 'mate 'OF APPROPRIATION ENTERED ALINE 21, 1950 DT KING - COI.' SUPERIOR COUM'CAUSE NO. 545800: A CENfIGI:'ANGTE of 1'50`22 - - - THENCE soo ALONG 91 SAID CURVE AND WOW 1 4x34 FEET FEET; THENCE SDInH 89 WEST. AWN. SAID S O BM.00 THCE ENO SAID AT•. RIGHT YE. LS SOUTH 000 'M EAST MEET: AT M215.00 THENCE AT ION IIT ANGLES ES NORTH 69.3.69• e EAST 7s0 FEET; THENCE AT" H ,t a ri SOUTH' DJ` EAST 198.18 FEET: ' THENCE SOUTH �15'S WEST 1.71 FEE'S -�: .THENCE soots sroror west 143.37 FEET TO -A UNE WHICH IS PARALLEL WITH AND LIES 15 FEET SOUTHWEST OF THE M.TNWEST RICH -OF -WAY MARGIN OF VACATED OLD MILITARY ROAD; - 11.CE SOUTH: 37x754 EAST' ALONG SAID LINE 111 .00 FEET: ', TO UNE CH IS PARALLEL WAN AND LIES 23 FEET SOUTHWEST OF THE THENCE SW. 26 RGN AACG MD : : - 5F54AY MA OF D 119WARY ROAD: SOUTHW ST.MGx FE THENCE SODom arersc EAST ALONG smO UNE 40. ET` THENCE SOUTH 11•21 WEST 199.21 FEW TO THE NORTH W 111 OF SOUTH 160111 STREET: THENCE SOUTH' 5.36 . LIST ALONG SAID NORTH MAR. 43:34 FEETL TNEHEE NORM 5119'57 EAST' 24.19 FEEM -. THENCE NORM 11 .or • EAST 175:84 FEET; iHENCE'MORTH 6T02TM EAST 183.35 FEET TO. THE BEGIN/11110 OF A CURVE CONCAVE SOUTHERLY. HAVING A RADIUS OF 220.50 FEET: _ THENCE EASTERLY ALONG SAID CURVE 95.19 FEET THROWN A CENTRAL ANGLE. OF 2444'OT'I' ESTERLY HAVING A RADI OF THENCE SOUTH 8113'47 EAST 45.48 FEET TO THE 9EGINNINO OF A CURVE CONCAVE NORTHWESTERLY S 144J'0 'FEEL ". THENCE EASTERLY, NORTHEASTERLY AND NORTHERLY ALONG SAID CURVE 232.66 FEET THROUGH A CENTRAL ANGLE Or 0.5'14•; THENCE H 5 EAST 21B.93 N MET TO THE SOUTHERLY ERENSION -OF THE WEST. UNE OF SAID TRACT 119: THENCE NORTH 01'01'12' EAST .N. -SAID EXTENSION. 5.00 FEET TO THE POINT OF BEGINNING: CONTANRMG 419.341'.SOU.RE FEET MORE Of LESS SITUATE IN KING COUNTY, STATE OF WASHINGTON. PROPERTY ADDRESS: 3610 S. 133111. STREET - NK'MLA, WA 95155 PROPERTY OWNER: STENLINC - RGLTY ORGAN. (SRO) PO BOX 91723: R 5 5) 46 E WA 98009 (42-5169 CANTACT: / F AIPPERS9ACH 6: ASSOCIATES N e L A1PPEp5BACH RID' 12'45429 SEA i7L 52 ; 95145 (20 523 1 - 37TH - CONTRACTOR: MY 50X 6729 C - A 9 N {_5677 . LANG Ilse CODE: .TTY OF TUKWILA ZONING CODE S FRONT ETBACKS: FRONT PARKING) 1113 PROPOSED 20' REQUIED ((WHDI zG' PROF.. 20' REQUIRED .. REAR ( BI.00) • 205 • PROPOSED 10 REQUIRED 'DOE ((E OF BLDG) 527' PROPOSED 10' REWIRED - SIDE (W OF sum)) 27' PROPOSED 10' REQUIRED 120 S.F. AREAS: BUILDING FLOOR A. FOOwRIND 1, 1.120 S.F. CANOPY (ROOF): 1,400 S.F. CANOPY (ROOT): TOTAL LAND AREA:. 414,400 SF, (9.51 ACRES) - - . PARKING: PARKING STALER 1,063 AC: 776 REGULAR. 284 COMPACT. T, 3 S HANDICAP IRED OR OFFICE PARKING STALER 3 REQUIRED FOR CE FLOOR 3 PER 1,W0 S.F. EA FLOOR AREA AAC'ACG CODE: 1987 UNIFORM BUILDING CODE SHEET A001 TITLE SHEET SHEET A002 GENERAL NOTES SHEET A1D1 - SITE PLAN SHEET A401 CANOPY PLAN A402 CANOPY ELEVATIONS SHEET A403 CANOPY ELEVATIONS SHEET A404 CANOPY SECTION Si CANOPY ROOF & FOUNDATION PLAN SHEET S2 CANOPY SECTION & ELEVATIONS ELECTRICAL DRAWINGS SHEET EO SYMBOLS &ABBREVIATIONS SHEET E1 SCHEDULES SHEET E2 ELECTRICAL SITE PLAN SHEET E3 ONE LINE DIAGRAM & PANEL SCHEDULE SHEET E4 POUR, LTG & SPEC. SYS. PLANS OFFICE SHEET E6 DETAILS CIVIL DRAWINGS OCCUPANCY TYPE: 9 TYPE OF CONSTRUCTION: VN ZONING: RC(RECIONN. COMMERCIAL) TYPE OF USE: OFF - AIRPORT PARKIN. FACILITY BWL.NG HEIGHT: 15' -5. OFFICE/ PAT BOOTH CANOPY 3 6' YA X IYUM REEQU IRED TT MR WA, VDDLELODB Y,UN CDOR B 1.120 S.F. A.,1 Ow,RIF an, .9FA.. 2 STOR9S/ 5,000 S.F. SEE ATTACHED LANDSCAPE DRAWINGS SEE ATTACHED FILE COPY 1 understand that the Plan Check approvals are subject tc errors an omissions and approval of plans does not authorize the violation of any adopted code or ordinance.t of con- tractor's copy of approved plans ' By Date Permit No 12- 21 -0/ @EPARATE PERMIT RiQUIRED FOR: lE ECHANICAL n LECTRICAL PLUMBING GAS PIPING CITY OF TUKWILA BUILDING DIVISION x :{ xn ;!:!•Tii'ii:i:'.ii'f.!:�:Oi:: iv:•iiin....., : •i:yv ?: >.i::•:' < .. 3610 GENERAL NOTES: SOUTH OFF 158TH STREET 1. ALL WORK SHALL CONFORM TO THE UNIFORM BUILDING CODE, CORVENT ADDITION & TO ALL APPLICABLE MECHANICAL, ELECTRICAL AND ENERGY CODES. CONTRACTOR IS RESPONSIBLE TO SEE THAT WORK IN THE FIELD IS DONE INACCORDANCE- WITHALL CURRENT APPLICABLE. NATIONAL, STATE AND LOCAL CODES, ORDINANCES,' REQUIREMENTS, ETC. ARE SPECIFICALLY SHOWN ON DRAWINGS AND /OR CALLED FOR IN THE SPECIFICATIONS. 2. THESE PLANS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CALVIN JORDAN ASSOCIATES, INC. (ARCHITECT). ANY REPRODUCTION, MODIFICATION, DISCLOSURE AND /OR USE OF THESE MATERIALS (OR ANY PORTION THEREOF) WITHOUT THE ARCHITECTS PRIOR WRITTEN CONSENT IS STRICTLY PROHIBITED. 3. DRAWINGS SHOULD NOT BE SCALED. (N.T.S. INDICATES NOT TO SCALE "). THE LISTED DIMENSIONS SHALL GOVERN, UNLESS NOTED OTHERWISE. 4. ARCHITECTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH CIVIL, STRUCTURAL, ELECTRICAL AND MECHANICAL DRAWINGS' FOR BIDDING- AND CONSTRUCTION. FOR ADDITIONAL GENERAL NOTES, SEE STRUCTURAL, ELECTRICAL AND MECHANICAL DRAWINGS. - - 5. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK DESCRIBED IN THE CONTRACT DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS SHOWN OR IMPLIED ON THE DRAWINGS AND SPECIFICATIONS AS WELL AS THE EXISTING WORK AND PHYSICAL CONDITIONS OF THE SITE. IN THE EVENT OF DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS IN THIS PACKAGE, PLEASE NOTIFY ARCHITECT IMMEDIATELY. - - - 6. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, OR PROCEDURES REQUIRED TO PERFORM THE WORK. 7. CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS AND FACILITIES TO REMAIN THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL REPAIR AND /OR REPLACE, AT CONTRACTORS - EXPENSE, ANY EXISTING ITEMS AND FACILITIES TO REMAIN THAT ARE DAMAGED BY CONTRACTOR'S OPERATIONS TO THE SATISFACTION OF THE OWNER. 8. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL DETERMINE AND VERIFY LOCATIONS OF UTILITY SERVICES IN ALL AREAS TO BE EXAVATED 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING APPROPRIATE JURISDICTIONS FOR REQUIRED INSPECTIONS AND SHALL PAY ALL FEES ASSOCIATED WITH THE WORK. 1C. THE CONTRACTOR SHALL CLEANUP DEBRIS AND HAUL AWAY ON A CONTINUOUS BASIS, INCLUDING, BUT NOT LIMITED TO ALL PAVING AND EXCAVATED SOILS. 11. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF DAMAGE TO THE WORK OF OTHER TRADES CAUSED BY HIS OPERATIONS. THE NATURE OF SUCH REPAIR WORK MUST RECEIVE THE PRIOR APPROVAL OF THE APPROPRIATE CONTRACTOR'S REPRESENTATIVE. 12. UNLESS STATED OTHERWISE IN THE SPECIFICATIONS, ALL PROCEDURES, TESTING, MATERIALS AND EQUIPMENT SHOWN ON THE PLANS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 13. UPON COMPLETION OF THIS PROJECT, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A SET OF PRINTS OF THE FINAL CONSTRUCTION DOCUMENTS. ALL "AS- BUILT" MODIFICATIONS, INCLUDING .MODIFICATIONS TO THE WORK OF ALL SUBCONTRACTORS, SHOULD BE CLEARLY NOTED ON THESE PLANS.- - _ - - TUKWILA ■ Calvin Jordan Associates, Inc. ..C.1OUS0.R OVUM •1110 LA..SC.11...c9lnmmn CONT/A, CAL JORDAN SA*. 1.• NOT-4M .1 I.ri..r MI hi..BOOM ,.e ARRISON ENGINEERING Perteet Engineering, Inc. IODtO9 7Md8spoat. W{T S.W. WU C-1 Lakewood.. WA 96499 (256) 669 -0996 !Ii' REVISIONS P; t CHANGES SHALL BE MADE TO • SCOPE OF WORK WITHOUT PRIOR DV AL OF TUKWILA BUILDING DIVISION. f GTE: REVISIONS WILL REQUIRE A NEW PLAN SUBMITTAL AND MAY WCLUDE.ADDITIONAl. PLAN REVIEW FEES. WASHINGTON AREA MAR= DETAIL NUMBER DETAIL 4 TITLE NAME CALL OUT SCALE SHEET NUMBER WHERE DETAIL 15 CUT- 98188 These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subs.quent approval. Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: By: / Zit ¢ /mot oeR4vytL °r' 97T4r, -{� 1),,A.„0“ 10Wh Ot. j , - - 7 1 3 r , C 3 r , N.T13. WASHINGTON P ruKw ROJECT 1A SITE RECEIVED t 1T1 OF TuKwitA Nov 1 3 2001 PERMRCENTER bDJ 3t,5 ,r !I 11 ,..--, ; I 1,41 \ ) I . 1 \ \ • W—Alh ■'# •.--..■ - 12x12 TRT'D POST WITH 4xI 2 S O S ) . -t , ' ' PROVIDE TREATED 4x4 NON— STRUCTURAL, ROUNDED FILL AS REQUIRED AT TOP OF . CONC. TO TOP OF 4x12 C.. e , 411 \ f --- • ) \ ... i \ / , ...„ .... 1.: , A. . . 1 Q P.. ...-- I r .....11 j LA_ AIL A I \ / / All....h \ A A 1 . 2 HOOK BARS EA. POST . (SEE DETAIL 1 SHT. 2) I N. l'' ■ V 1 _____ A .. - .. i + DETAIL 2 DETAIL 3 CDCOOMOMIDE2 ccomarm0toan SIMPSON H10-2 TYP. ALL TRUSSES 8 3/4"x 24" GLUE LAM 12" x12" POST (ROUGH CU T TYP.) 8 3/4"x 24" GLUE LAM 6" x8" x1/2" PLATE(GALV) (2) 3/40 436 M.B. (GALV) 12"x12" POST (ROUGH CUT - lib"- 1,Y-6" IJITJ ROOF PLAN 10'-6" 8 64 . PAY BOOTH AND CANOPY FOUNDATION PLAN 1/41-O z z — PRE—MANUFACTURED TRUSSED 0 2 0.C. • 8 3/4"x 24" GLUE LAM 1U-6" EDGE oF CON, SLAB 7 NOTES: (1.) SOIL COMPACTION: a. SLAB 1000 PSF MIN. b. FOOTINGS 2000 PSF MIN. (2.) CONCRETE: . F psi AT 28 DAYS W/3" SLUMP. b. VIBRATE PER CODE. • (3.) REBAR Fy. 60,000 psi (GRADE 60) • M, PROVIDE LAP CONNECTIONS WITH 40 DIA.. 20" LAP FOR 84 BARS. b. USE STANDARD CONCRETE "CHAIRS" IN SLAB PER CODE. • • EDGE OF ROOF ABOVE CIT,' )l)V'T16 14. DEC 2 0 18 RECEIVED - CITY OF TUKWILA , NOV 1 3 2001 .< PERMIT CENTER `7O DA72 MAY 2001 cownuer" ono . 00F1200112 2001 • • • : 6 3 /4"x2 G.L. (NO CUTS) (22F—V3 DF /DF) PROVIDE 2x4, 45' BRACING AT Bt O.C.'. PROVDE 24"x24" HOOK BARS INTO CURB BARS EACH POST, 0 .EA.` FACE 111111111101011111.01 12 "x12" POST (TYP.) 48 "0(TYP) CANOPY SECTION PRE— MANUFACTURED TRUSSES B 24" O.C. 12 "x12" (TYP.) HEM. FIR (NORTH) N0. L TREATED W /PENTA AT 60% RETENTION._.. 5/8 "0 GALV. A -36-AT TOP EA. POST..,:. • 4"x12" (TYP.) HEM. FIR (NORTH) NO. 1 TREATED W /PENTA'AT 60% RETENTION, EA. SIDE, EA. POST. 1/20x8" LONG GALV. LAG' AT 12" O.C. EA. SIDE, -EA: POST. TO RIDGE MIN. CLEAR D' -o" ASPHALT LEVEL PROVIDE 24x24" HOOK BARS INTO SLAB BARS EACH POST B EA.. FACE PROV10E -20d GALV. EA: FACE OF 2424, WITH 1 1/2" PROTRUDING INTO CONCRETE. (TYP:: ALL 6— POST( : FOR CONC. CONST: JOINT, USE 4—#4 DOWELS B 1/4. POINTS. - PROVIDE MIN. 2000 PSF SOIL BEARING UNDER CONCRETE PAD. 1 / 4" =1" - 0", L 10/4 ,ARCHLTECT:UBE ?Y. -. URBAN PLANNING.y LAND SCAPEARCHITECTy io4a BE Byfs/>YD BG 'sv? BAIEVUy, WA 9BO0T3' :, WW i , 77 1 Fhi (426) 04H 4007 Trl (42 ) .g B lfNl..ra 3 160 th & T OLD MILITARY ,RD TUKWILA, .WASHINGTON 1 � ,/ I I // I (1 illy �� II I I II II II /i. I I \ \ \ �\ \ 11 \ \ \\ J II 11 \\ ",.// O EAST ELEVATION 1/4"=1'-0" PROVIDE MIN. 5/8" PLYWOOD EA. END TYP. CONC. CURB STOP (PER ARCHITECT),::' GRADE 60, #4. CURB BARS 0 24" 0.C. EACH WAY. , GRADE 60, #4 SLAB BARS 24" S.C. . EACH WAY. PROVDE MIN. 94T COMPACTION UNDER ALL CONC. SLABS NORTH ELEVATION; 1 /4„_1,_0 B TYPE RIM 351.9 361 IE 346.95 , 39 LF 12 SD S= 7.6% CB'. TYPE. .1 RIM 349.70 IE 346.63 35 5 =.1.5 %. 390 B . PE 1: RIM 346.11 IE 341.00 98 LF. 12 ". SD. S =.0.8% DRAINAGE REVISIONS FLOW DISPERSIAL PIPE N. R , IVE TYPE 2 CB WITH OIL WATER SEPARATOR Qj CB ;1 TYPE 2, 54 "0 REUSE EXIST. CONTROL STRUCTURE OR INSTALL NEW PER CITY OF TUKWILA DWG. N0. DS -13 & DS -6 IE OUT = 342.25 (ADJUST PER EXIST. PIPE INVERT CONNECTION) A 1S 7 = F1% 1" SD IE 344.17 IE 342.08 8 CB TYPE 2, 54 "0 IE 344.83 (5) IE 340.90 (8) INSTALL OIL -WATER SEPARATOR PER CITY OF TUKWILA PER DWG. N0. DS -13 & DS -6 CONSTRUCTION SEQUENCE WCB $1 CB TYPE 1 RIM 355.36 IE 352.86 2. INSTALL ANL MAINTAIN EXISTING TEMPORARY CONSTRUCTION ENTRANCE, FROM S. 158TH ST., UNTIL THE COMPLETION OF S. 158TH ST. RELOCATION. 3. INSTALL STORM DRAINAGE SYSTEM AND WATER LINE. 4. CONSTRUCT CURB & GUTTER AND SIDEWALK PER PLAN. 4. ALL AND GRADE SITE. 5. PRIOR TO PAVING SITE, CONTACT CITY FOR STORM DRAINAGE INSPECTION. 6. PAVE S. 158TH PER PLAN. DUST CONTROL. NOTES © INSTALL FLOW DISPERSIAL PIPE PER DETAIL B CB TYPE 1L RIM 351.0 ± IE 345.98 (S &N) IE 347.90± (6" EXIST.) 1. CONTRACTOR TO SCHEDULE AND ATTEND PRE - CONSTRUCTION MEETING WITH CITY OF TUKWILA, GEOTECHNICAL ENGINEER, CIVIL ENGINEER AND UTILITY COMPANIES. (CONTACT ENGINEER PRIOR TO ANY CHANGES OR MODIFICATIONS TO STORM DRAINAGE FACILITIES) 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING THE DAY. 3. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON -SITE CONSTRUCTION. CB ;3 CB TYPE 2, 48 RIM 354.30± IE 347.30 (N &S) tir awl • I � J Appr. SW 1/4, SEC 22, TWP 23, R 4 E, W.M. Perteet Engineering, Inc. MATCHLINE -SEE SHEET P12 1111 ' ROPERTY LINE e _ „„rm77.7-w4.4," 4 1 .-.0-711-wwwiwAia;v, Ate .>\/„ Awl% INSTALL CURB & ASPHALT OVERLAY. REGRADE TO DRAIN TO CB AS SHOWN CB TYPE 2 RIM E. 360 26 (NE) IE 360.16 (( & NW) 30 60 SCALE IN FEET 0209 Bridgeport Way SW, Suite 5 -1, Lakewood, WA 98499 (253) 984 - 7138 90 CB TYP _ Q 71.20 ± IE 363.90 (SW) GENERAL NOTES SEE SHEET R3 1. THE CONTRACTOR SHALL ENSURE THAT THE DRAINAGE IS INSTALLED AND OPERATIONAL PRIOR TO FINAL ROAD GRADING AND /OR PAVING. 2. THE VAULT EXCAVATION SHALL NOT IMPACT THE KEYSTONE WALL FOUNDATION. Drawn By KMH Designed By NWC Checked By RC Approved By Dote 08/01 08/01 08/01 DRAINAGE NOTES O REMOVE EXISTING DRAINAGE STRUCTURE O O REMOVE EXISTING DRAINAGE PIPE CONNECT TO EXISTING DRAINAGE STRUCTURE INSTALL EXTRUDED CEMENT CONCRETE CURB TYPE 6 CONNECT EXISTING PIPE TO CATCH BASIN INSTALL CLEAN OUT AT 300 FT INTERVALS CONNECT TO EXISTING 18" CMP WITH FERNCO COUPLING. SCALE 1 " =30' Project Number 98802 0' = 3,34 DRAIN PIPE 340 - 6" PERFORATED-- - UNDERDRAIN PIPE REC! NEO CITY OF TUKWILA NOV 1 3 2001 PERMIT CENTER APPROVED UNDER PERMIT NO. MIO1 -132. FOR INFORMATION ONLY QUIK PARK OF WASHINGTON LLC OFF- AIRPORT PARKING STORM DRAINAGE PLAN "D o‘. 1)6, SHEET P11 OF No. WC CB IE 4 S= 20.0% CB ;8 CB TYPE 1 RIM 324.95 IC 322:4 ECB ; 7 CB TYPE 1 RIM 324.45 IE 321.85 W) 3241E 321.75 (S) IE 321.6b (k) ECB #5 CB .TYPE 2 RIM 333.15 E 331.54 (S) IE 3 28`.65 (E) ECB ; 9 CB TYPE 1 RIM 323.03 IE 320.45 8LF•12 "SO _ .2: % 6 F 12' SD IE 313.00 (E) zA 3, LF .12" SD 1 CONC. INLET TY °E WA E• •U 'S . 62 LF 12" SD S= 3.9% 8/01 10/01 10/01 Date I T L F 0 DISPER •I E P R D AIL A I #25� DRAINAGE NOTES 0 INSTALL EXTRUDED CEMENT CONCRETE CURB TYPE 6 O INSTALL CLEAN OUT AT 600 FT. INTERVAL FLOW DISPERSAL PIPE FOOTING DRAIN FOR WALL B STRUCTURE CHANGE Revision 3 00 3 y6 MATCHLINE -SEE SHEET P11 JJK By N RIM 5SAd1t# ELEV =303. Appr. 0 30 60 90 SCALE IN FEET Perteet Engineering, Inc. 10209 Bridgeport Way SW, Suite C -1, Lakewood, WA 98499 (253) 984 -7138 CB TYPE RIM 31).95 E 328.35 (W) E 328.35 (N) EXPIRES 1/15/03 328 ECB ; 6 2 LF 18 S= A EX. SSMH #261 RIM. EL. 301.40± GENERAL NOTES 42 LE 12 'SD 5.=.. .6% J 22 , ?6 3 ?4 Drawn By Date KMH 10/01 Designed By NWC 10/01 Checked By RC 10/01 Approved By 302 S 30 8 -3 4 („, 3 30 1. THE CONTRACTOR SHALL ENSURE THAT THE DRAINAGE IS INSTALLED AND OPERATIONAL PRIOR TO FINAL ROAD GRADING AND /OR PAVING. 2. THE VAULT EXCAVATION SHALL NOT IMPACT THE KEYSTONE WALL FOUNDATION. SCALE C: ; 1 CB TYPE 2 WITH SOLID LID 1 D RIM 313.90 IE 311.02 S IE 310.20 (N) IE 310.00 (W) CB TYPE 1 R M 314.95 IE 312.45 (5) CB TYP 1 RIM 32 .45 IE 318. 5 (W) IE 318.'0 (N) INSTALL FLO DISPERSIAL PIPE PER DE AIL B 4 WHITE EDGE $AUPE 19 171 ►���'�� LE.329. DRAI Plry? P p (- 1 336, 1 1"=30' Project Number 98802 S 158TH ST. SIGN RIN:331. 53 SEE SHEET R3 G r• L RECEIVED CITV OF TUKWILA NOV 1 3 2001 PERMIT CENTER APPROVED UNDER PERMIT NO. M101-132.Ii FOR INFORMATION ONLY QUIK PARK OF WASHINGTON LLC OFF- AIRPORT PARKING STORM DRAINAGE PLAN s 4,se- SHEET P12 OF 0 6 U - SW 1/z4, SEC 22, TWP 23, R 4 E, W.M. 0 ° � .i - 11 II� \ \ In �, � - - ' �/ �_ LIMIT •F TYP W N� P R : -TW LV _ e - �_ �' / // \ k ,- &ASSOCIATES ON SITE FLAGGING / to, ■'' Q, Z, T ' 5 �' _ S S '1/�.� e� t s / $ / Oy .� SD 9 +00 . r ' ; % H- N ♦ � q — I x I x r 2 0 "" n1 a �� ,� / ��11 I ill •l� , 1. 1 1 1 I - o „, � �� II i� s r-1 0 I x in I x 1 1 i ` �4 � � t I I I • � E �o � � * • _1 II E 1 / • \ EMI 411111.1 I MIIIIIIIIII. (MINIM NM (=MB r,Tr .1.,,,,,---- • 0 30 /7 a • (8 CONSTRUCTION NOTES GFNERAL NOTES 60 90 E "'D'r' " ,o, �( 0 KOR -N -SEAL BOOT PIPE 1. SEE SHEET P35A FOR DETAILS SCALE IN FEET II \ CONNECTION, OR EQUAL. STA 10+ 3 APPROVED UNDER PERMIT NO. MI01 -132. L Y 360 340 320 300 _ --- s. 158TH - 2T• 12SD LNE FINISH • I � BADE - - "-- •VC CLEAN OUT FOR INFORMATION O N RIM. 350.40 LE. 334.67 - - - ---� - STA 10 ALL 4 FINIH GRDE I ALL $T' 11 0 - -- -- — URUU CLEAN BUT I _ 0476 VC FT�FT `— 1 0 ; � LF 6 ' $ 0 .047 .. -.' ._, - - E 350.92 \1 sD LINE �\ __ EL. 3 -- - 6 .3 8 RIM. 3 8.20 - - _ I E. 33 .37 _ _ _ �.: �. CLEAN 0 T RIM. 332 75 EXIST E. 327.x5 i _ _ NG GROUND STA ' 3 +36 - - _ --�- PVC . FT /FT - ■ ° 1 -�� - - yP + LEAN 0 IM. ` O F 318 x.'38 MANHOL' IRIM IE = 30 IM XIST. 48" • .30 N Sao y ALL 20 L€A1 OUT RIM. 327.65 —LE 3�23_OS -- - - — _ __ 16 N OUT D FIT {.ATION, •IM - -- -- A 9 +18 -- �N e ' P VC 1 371 / � - /FT le� ST 15+ CLEAN 0 RIM. 0 -- F� I � ___ � 18 N� 27 Lf S = G" f VC 0 S _ • • EEL CASNG ■_ Pv C 1 '0476 FT -- /p - - - r" SD LIE -- 100 LF S = 0 __ - - - - -- RI 361. MANHOL 48° RIM.359.20 100 S LF 6" P LE. ° _ r - _ — - IF 44A5 (S 4: , 0.04/6 /FT — $ " • = 0.04 p LINE�y ° - T 5 TA 16+8 z SS H IM = 3 05 z 6 PVC 0476 102 LF - - -- - -- — $ _ . 0476 WIN � IE v - i \ � 100 SEE '_ SHE:T R3 13 -00 12" SD LINE 44 L S= 6" 0.105 PV• [ 8 +00 9 +00 10 +00 11 +00 12 +00 p , 14 +00 15 +00 16 +00 17 +00 a c FW "ii ' ., 4 " - - , • e!1 11 � '44 Drawn By Date KMH 10/01 SCALE QUIK PARK OF WASHINGTON LLC SHEET P 35 OF V. Perteet Engineering, Inc. H :1 " =30' v :1 " =15, Project Number 98802 MEWED CITY OF TUKWILA OFF— AIRPORT PARKING NOV 1 3 2001 SEWER PLAN & PROFILE PERMIT CENTER / - _ . 4 � , p Designed By y JJK 10/01 Checked B H /RC 0/01 10209 Bridgeport Way SW, Suite C-1, Lakewood, WA 98439 (253) 984-7138 4.'''''' ` / AL ENG� Approved By N. Date Revision By Appr. (EXPIRES 1/15/03 I DESIGNED LMR DRAWN DRD W CHECKED LMR CONNECT TO EXIST. 6" C.I. 1 -8 "x6" REDUCER, MJxFL 1 -6" 45' BEND, FLxMJ 1 -6" 45' BEND, MJxMJ 1 -6" MJ SLEEVE 2- THRUST BLOCKS INSTALL 20 LF 16" STEEL CASING UNDER WALL SYM 26 LF - 6" D.I. SEE DETAIL # 11, 1 0LF -8" D.I. SE VERTICAL BENDS S NECESSARY TO ACHIE RADE IN THIS AREA r / DETAIL #1 N.T.S. 1 -8" TEE, FLxFL 2 -8" GATE VALVES,;= FLxMJ 1 -8" ADAPTER, FLxMJ 1- THRUST BLOCK' =% REVISED EXIST. HIND MAIN 1 -8 "x6" TEE, MJxFL 1 -FIRE HYDRANT ASSY.' 1- THRUST BLOCK REVISED CONNECTION E NW CORNER RENSION I in HAD MAI x_) 6 OTT/ S T. 9/01 8/01 DATE BY DH DH APP'D 2-8t-GATE VALVES, FLxMJ 1 -8" TEE, FLxFL \ 1 -8" BLIND FLANGE \ - - BLOCKS RETAINING WALL 8" 90' BEND, RJ_/ W/ DRAG BLOCK 8" 90' BEND, RJ W/ THRUST BLOCK Engineering o u Planning Surveyi Penhallegon Associates Consulting Engineers, www.paceeng Inc. � � 750 Sixth Street Sth ir 1-80 98033 LLL PH: (425) 827 -2014 • 800- 9-9 45 -8408 • : (425) 82% -5043 Kirkland Federal Way Cle FAX Elu L a 1-4— L 4 I R/W 1 -45' 8" BEND, MJ 1- THRUST BLOCK SECTION A SCALE: NTS 1 -8 "x6" REDUCER, RJxFL 1 -FIRE HYDRANT ASSY. INSTALL STEEL CASING UNDER WALL 17LF8 MJ - - -- 1- THRUST BLOCK I _� -8 8'x6' fEE,LxFL `1.8 VAT4VE FLxMJ 1 -8" ADAPTER'^IFF''LxMJ 1 -FIRE HYDRANT ASSY. 1- THRUST BLOCK King County Water District No. 125 I ! 30' \1111. 1 _/ 1 58TH : T'. 11 - 45' MJ tY - ,TTHRU TIBLOCKc6 1 -45' 8�" END, MJ \`' 1- THRUM' BLOCK SEE DETAIL #2 i VICINITY MAP -n REFERENCE INFORMATION FIELD HOOK: XX -X SONY. CPU FILE: XXXXXXX.DWG DATUM: NGVD 1929 SUPPL. ADJ. 1947 DATE AUG. 29, 2001 SCALE 1"-40' REMOVE EXIST. HYDRANT 8" D.I. T 10" DJ. ] C I x ,/ E I 6" C.I. REMOVE PIPE & FITTINGS AS REQUIRED. I CONNECT TO EXISTING 10" D.I. 1 1 -10" SLEEVE, MJ 1- 10 "x8" REDUCER, MJxFL 1 -8" GATE VALVE, FLxMJ 1 1 -8" SPOOL 1 1 -8 "x6" TEE, MJxFL 1 -FIRE HYDRANT ASSY. 1- THRUST BLOCK DETAIL #2 I 40 Call before you 1-800-424-5555 UNDERGROUND SERVICE (USA) QUICK PARK WATER EXTENSION GRAPHIC SCALE 0 20 40 ( IN FEET) 1 inch = 40 1''eet Approved By King County Water District No. 125 Date : 9/4/01 03/04/03 DI 80 RECEIVED CITY OF TUKWILA NOV 1 3 2001 PERMIT CENTER go s 1i�ao CtSfII® ONAL IIDO'11D:3 01/18/03 JO8 NUMBER 01156.00 DWG N0. P1155WA.dwq SHEET 1 OF 2 R/W ANGLE METER STOP COPPER FLARE NUT x SENSUS SEALED C METER SWIVEL NUT METER (C MUELLER H -14255 TO BE SU CNRETE MEER BOX C W/ HINGD TRAFFIC UD 8 -915 FOC OR EQUAL R EGISTER FEET) B DEVELOPER ANGLE SWIVEL VALVE METER SWIVEL NUT z F.I.P. MUELLER H -14244 WI. MUELLER 15428 MALE ADAPTER FINISH GRADE V. B. (tlagrae) R/W ANGLE METER STOP F.I .P. x METER FLANGE SENSUS SEALED MUELLER N -14288 METER (CUBC TO BE SUPPLIED CONCRETE METER BOX W/ TRAFFIC UD N0. 2 FOCTITE OR EQUAL REGSTER FEET) BY DEVELOPER ANGLE CHECK VALVE METER Fl.ANGE x F.I.P. MUELLER H -14244 W/ MUELLER 15428 MALE ADAPTER FINISH GRADE 2' MIN. . C MAX / / 5" O',�III I ' 1tY �� SIM.. FIRE HYDRANT TO BE PAINTED Wlni 111D COATS OF . RUSTOIEUM" 015. /85D YELLOW 0.055. MYDRMTS AflE TO EWAL MUELLER /A- 24 W MVE ,cD �A -419. HYDRMTS SHALL CONFORM TD W.W.A. SPECIFlCARWS C 502 -54; SHALL BE CWPRESSIr TYPE AND SHALL HAYS A TWD PIECE BREAK ING FLANGE NITI1 BREAKING THIMBLE AT 7HE GRWND UNE W STEM: SHALL HAVE A SELF -OIUNC ORY BON NET N1TH FACTORY FlLLD RESERVOIR HOLDING APPROXIMAIFIY B WNCES OF al GL PESERVGR SHALL BE SO DESIGNED AS TO GIVE A COMPLETE IC s OF ST EMS EACH TIME THE HYDRANT 15 OPEAAID. THE UPPEEM SHALL HAV BRA55 SLEEVE. \ PROVIDE B pOG(T �O' A \ i iH' SIDEWALK PER r KING COUNtt STMDM EAT 65 � -. CURB RB a GUTTER FINISHED PAVEMENT, �\ +S�L� . '.O / / ////,P / / / / %%/ 1 • TIl =l 1- B -M m-� ^ -m II III =U.. COCOMPRESSION CONNECTIN, MUELLER- 110 x M.I.P. H -15428 tr 90' ELBOW F.I.P. x F.I.P. IL 11 'r � ������������ - IIP11 11 - - \ \.\\.,\ \. SEEVALVE BOX DETAIL 6 RESILJENT HEDGE GALE VALVE CAST TRW TEE .∎ n __�BT��ii�l U i=s - 1 �T F m- - I i _. 30 F }ylT ■`9ttr: +1 �- 1 " "' S AND Sf1ND -. 4Y PA L DOUBLE PRIVATE � E• M _ nyE K{-\ -� STRAP . 4r } PRIVATE � _- - ON CONNECTION, �� I� Min. 3' & Moz. 50 I (CEMENT LIND) � 221 5 30 N FLARE, 15EW I STD. DETAIL No. 1 :7=- / W ASHED ROCK (3Y STD. DETAIL No. 2 ST NG CON STETAIL No. S 8 D I [E/ R CCThREAD PL P.mh. b ..e f FIRE HYDRANT ASSEMBLY DETAIL , . ,, Wl King County Water District No. 125 3/4' & 1' DOMESTIC SERVICE DETAIL wgPPP King County Wa ter District N. 125 A '���E P.mn.Dyem Read t.. 1 -112' & 2' DOMESTIC SERVICE DETAIL W P ,aT °z °,� ay.nvr wP.vxn DmmaWMaa 1.02.01R Imo. hem'"°' v u't e . ,,,.0., D Iwc Pa wHAms M msTmr. APPnDnn King County c""'"' �ea.ea. too. P ,A•. M, r in ° v s w . v � l a ' awe I I- �„ D nO m / ' /s x,s M � r.•w xi I ns« °I r w3vosAc n\.slam n e xrs vvsVVG,u\cwv+emrz DA .P. .°.m Water District N. 125 ..9r xrz nl>: x.,,e vveum.aVCAOVI.mn APP.°rzv VQtn SEKING FOR 11 Vi' - 22N' E - 30' BENDS SIZE Ng PIPE .) V. B. (tlagrae) CU. FT. (11) ( leer) 0 (Inches) ji DT 6 H 6 i01y 30 1'i2 124 PA xx 16 30 11Y 221 5 30 16-20 F 30 24 p215 JO VERTICAL BLOCKING FOR 45' BENDS 45 . .555 20 = 'Ye 2 4.0 5 4.5 Penhiiraom AMP.. ComaD., EbWo°rs. hvo o , 2/12/06 o r v/06 Pt xoi DESIGNED 155 DRAWN CRW CHECKED LMR SYM ru I I VALVE MARKER POST FILL - HYDRANT IN CUT /FILL AREA FIRE HYDRMT ER GTY STMDMD P VALVE MARKER / GUARD POSTS ,a I Ce FI FVATION WARD POST SHALL 9E CWCRETE (MN. B" DIA.1. PO5T5 SHALL BE 3 FEET ;ROM E CENTER a THE NYORMT MO SHALL NOT BE IN DIRECT UNE WITH MY DISgIMCE PWis. POSTS SHALL BE 8 FEET LWG; 3-3 1/2 FEET SHALL BE BURID. PMNiFD Fl ISH SHALL BE IRE SAME AS FW HYOflMTS. VALVE MMKER POST FETITE W APPROVED EWAL PAINT AS SPEGFlED FCR HYDflMT WMD POST. PAINT DISTMCE FROM THE VALVE MMKER TO THE VALVE W THE POST YWm BUC ENAM PAINT, USING Z" NIGH N UMERA LS. REVISION WARD POST 4' -0 MIN. RADIUS OF LEVEL CPWND MEND FIRE HYDRMT PLAN STD. DETAIL Ho. 4 4i King County Water District No. 125 DATE (RS 12 16 20 24 35 A (R S 18 Z2 2D 36 45 54 84 67 101 10 14 1g 25 J1 3B 56 (R5 2 3 5 B B 10 1J 15 1B 24 28 (R5 2 4 NOTES: 1. BEARING APEA OF CWCREIE THRUST -BLOC( BASD W 200 P9 PRESSURE MD SAFE SOIL BEARING LOAD OF 2,0E PENDS PEA SOMME FOOT. MEA MUST E IO D FW OTHER PIPE SIZES PRESSURES MD BOIL CWGTWS 1:1 REIE BLOCKING SHALL BE CAST IN PLACE MD NAVE A MINIMUM Oi I/4 SWME FOOT BEHIND AGAINST THE FITTING. BLEK SHALL BEM AGANST FITTINGS WLY MD SHALL BE CLEAR OF JOINTS TFC PERMIT TIMING UP OR DISMMRING OF JOINT. CONTRACTOR GHALL INSTALL SEEKING ApEWATE TO 1WMSTMO NLL TEST PRE55URE AB WELL AS TO C LY WITNST H DPEAAnN PRESSURE UNDER ALL CWGTIWS W SDNCE. THRUST BLOCK IS CWaDERED TO ACT AS A SPREAD FOOTING; T 200 HEIGHT OF BLOCK MUST eE EWAL TO OR LE55 TI4M 1/2 THE DEPTH FROM THE GRWND SURFACE TO TAPE BLOCN'S BASE THE DUAN E Y Q CWGiETE DEPENDS UPN THE " BETWEEN THE PIPE MD TIE UNDISNPBD SOIL Pemba/boa AeoeLte Com.. Rmem..0 me. Pr P I• ->� PLOT 2/12/00 SLUE Coanutins BY CAPPED CROSS THRUST SLOG( -TABLE Mln. Bearinp Ana AgDinal UntllatuNetl Sell APP'D BD' BEND \PD.v.1e2 \CA0\.1621115 TEE W/ PLUG 45' BEND 11 1/4' BEND WA PM. I.,xDe HORIZONTAL THRUST BLOCKING DETAIL & TABLE STD. DETAIL No. Plug TEE W/0 PLUG 22 1/2' BEND 5 King County Water District No. 125 m at•e -+ec Coninaltily NOTE: CWCRETE STOCKING BASD W 2E PA D PRESSURE A 2500 P51 CNCRETE, M 2000 PSF MIN. SOIL BEHIND CAPAGTY. Penhaae2m ..00ldr Cow.. Roemer, IDs Engineering Planning Surveying Penhallegon Associates Consulting Engineers, inc. 750 Sixth Street South Kirkland, WA 98033 www.paceengre.corn PA (425) 827 -20(4 1- 800 - 945 -8408 FAX: (425) 827 -5043 Kirkland • Federal Way • Cie Elam L e. VERTICAL THRUST BLOCKING DETAIL S TABLE I D Pn ► ° D. \PDS \05102,0 \S162070 u� ate GALVMIZD(W ASPHALT COATD STEEL THREADD RE5 MD PIPE CIJMPS 22 VERTICAL REEKING FOR 11Y', N' 30', 45', MD BO' BENDS • • 90' YTDt a BENDS NOT ALLOWED ON PIPE LARGER TERN B INCHES OIA STD. DETAIL No. 8 APPROVED King County Water District No. 125 King County Water District No. 125 WATER DISTRICT NO.125 STANDARD NOTES: 1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATION SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION CENTER (1 -800- 424 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTILITY CONFLICT EXISTS. 2. CONTRACTOR SHALL NOTIFY DISTRICT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTION. 3. CONTRACTOR IS RESPONSIBLE FOR CONTROL AT THE TIME OF STAKING. 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE ENGINEER'S DESIGN. 5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, AND WD #125 SPECIFICATIONS. 6. CONTRACTOR SHALL FURNISH ALL MATERIALS. 7. ALL WATERMAIN PIPE SHALL BE DUCTILE IRON CLASS 52, PUSH -ON JOINT OR MECHANICAL JOINT, CEMENT LINED (ANSI A21.4), EXTERIOR COATED WITH COAL TAR VARNISH. INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL FITTINGS SHALL BE CAST IRON AND SHALL CONFORM TO APPLICABLE PORTIONS OF ANSI STANDARD A21.10, 421.11, 516.2, B16.4 AND A21.53, WITH A MINIMUM PRESSURE RATING OF 150 PSI AND WILL BE CEMENT LINED. 8. ALL GATE VALVES TO BE MUELLER. ALL HYDRANTS TO BE MUELLER. 9, CUT -INS AND LIVE TAPS TO BE MADE BY CONTRACTOR. WD #125 SUPERINTENDENT AND ENGINEER MUST BE NOTIFIED 48 HOURS IN ADVANCE. 10. CAST IRON MECHANICAL JOINT SLEEVE COUPLINGS REQUIRED. 11, TAPPING SLEEVES SHALL BE MUELLER CAST IRON, JCM EPDXY COATED STEEL, OR ROMAC SST WITH STAINLESS STEEL FLANGE. 12. CONTRACT ^R IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS, CONNECTIONS, CUT -INS, AND LIVE TAPS. NOTES: NEW SECTIONS OF WATER MAIN THAT ARE INSTALLED WHEN EXPANDING A DISTRIBUTION SYSTEM MUST BE SEPARATED FROM THE EXISTING SYSTEM. UNTIL SATISFACTORY FLUSHING, DISINFECTION AND BACTERIOLOGICAL SAMPLING CHLORINE E CONCENTRATION USED DISINFECTION WATER TI N U PROCE RES (MINIMUM 25 /I) MAKES I ADDITION, MUST BE CONSIDERED WATER THE NON- POTABLE AN APPROVED BACKFLOW PREVENTION ASSEMBLY MUST BE USED ON THE SUPPLYING WATER UNE WHEN FILLING THE NEW WATER MAIN DURING DISINFECTION AND FLUSHING. THE BACKFLOW PREVENTION ASSEMBLY AND SUPPLY PIPING MUST BE REMOVED DURING HYDROSTATIC PRESSURE TESTING OF THE NEW WATER MAIN. AFTER SATISFACTORY BACTERIOLOGICAL SAMPLE RESULTS ARE OBTAINED FROM THE NEW WATER MAIN, SECTIONS OF CONNECTING PIPE MUST BE INSTALLED BETWEEN IT AND THE EXISTING SYSTEM. BEFORE INSTALLATION, THE INTERIORS OF ALL PIPE AND FITTINGS USED TO MAKE THE CONNECTION MUST BE SWABBED OR SPRAYED NMI A 1% AVAILABLE CHLORINE SOLUTION. TEMPORMY TE BLOCKING 10' MAX Peah.Ream g oelates Mom., Rmemeer, Iva a.w«nw olive PREVENTION ASSEMBLY, 712 MODEL 825Y, 2" OR APPROVED EQUAL REFERENCE INFORMATION FIELD BOOK: XX -X SURV. CPU FILE: XXXXXXX.DWG 2t5" UPPLY HOSE LENCnSI AS REQUIRED TEMPOflMY CAP OR PLUG DATUM: SCUD 1929 SUPPL. ADJ. 1947 ATER HYDRANT TEE VOS,051e2\CAD\ele.D17 cx o x7x°. NEW HY1IRMT rSril v Yx WATER MAIN FILLING DETAIL DATE MAY, 2001 SCALE AS NO TED STD. DETAIL No. 7 APPROVED King County Water District No. 125 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 3 1/2 FOOT MINIMUM COVER OVER ALL WATERMAIN PIPES. • DEVELOPER TO PAY FOR STATE, COUNTY AND CITY INSPECTION FEES. ALL METER LOCATIONS TO BE COORDINATED WITH WATER DISTRICT NO. 125 SUPERINTENDENT. ALL EXISTING FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMENCEMENT OF CONSTRUCTION. NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY THE WD #125 SUPERINTENDENT OR DISTRICT ENGINEER. REFER TO WD #125 CONDITIONS AND STANDARDS, FOR ALL REMAINING NOTES AND DETAILS, PROVIDE 3/4" SERVICE LINE AND TAP CONNECTIONS FOR EACH EXISTING WATER METER. MAXIMUM ALLOWABLE OPEN TRENCH SHALL BE 80'. STOCK PILES SHALL BE COVERED DURING ALL PERIODS OF PRECIPITATION. MODIFIED PROCTOR COMPACTION AND MOISTURE CONTROL TEST REQUIRED AND COPIES OF TEST REPORTS SUBMITTED TO THE DISTRICT ENGINEER. ALL COMPACTION UNDER PAVED AND TRAFFIC AREAS SHALL BE 95% MAXIMUM DENSITY MODIFIED PROCTOR PER ASTM D -1557. ALL OTHER TO BE AREAS 90% MAXIMUM DENSITY MODIFIED PROCTOR. ALL VALVES, FIRE HYDRANTS AND SERVICES TO THE METER STOP TO BE INCLUDED AS PART OF ALL PRESSURE AND PURITY TESTS. NO EXCEPTIONS. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA REQUIREMENTS. ALL PIPE AND APPURTENANCES TO BE TESTED WITHIN 10 FEET OF ANY CONNECTION POINTS UNLESS OTHERWISE APPROVED BY ENGINEER. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, VALVES OR OTHER APPURTENANCES WHERE INTERNAL FORCES REQUIRE RESTRAINT. BLOCKING SHALL BE IN ACCORDANCE WITH WATER DISTRICT NO. 125 STANDARDS. THE TESTING AND DISINFECTION OF THE WATER SYSTEM SHALL BE WITNESSED BY WATER DISTRICT NO 125. e..=t.Am PLOT c eDw""� ° itD a xrs QUICK PARK WATER DETAILS EARS TO BE ALIGNED VATH PIPE LINE 2" SQUARE /\/�� j j - OPERATING NUT SEE DETAIL (� / 4" MIN. i VERLAP 1/3 TOTAL LENGTH; /' 1�4" DIA 1 MIN. ICKNESS 1" SOLID METAL STOCK 3/8" SET SCREW. 2 1/4" SQUARE INSIDE MEASUREMENT. 1/8' MIN. THICKNESS VALVE OPERATING NUT EXTENSION NOTES: 1. EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN 5 FEET BELOW FINISHED GRADE 2. ONLY ONE EXTENSION, MINIMUM OF 3 FEET LNG, TO BE USED PER VALVE. MA %IMUM DIANCE BETWE OPERATING NUT I . EM AND FINISH GRADE TO BE 2 FEET. ALL EXTENSIO ARE TO BE EN MADE OF STEEL AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE EXTENSION DETAIL PaaLBgoo Anode. Caoml2ma 8.1neer, too. ,L Da. V T Dr Aa D STD. DETAIL No. 8 RECEIVED CITY OF TUKWILA NOV 1 3 MI PERMIT CENTET �'. Jn w 1t King County Water District No. 125 JOB NUMBER 01156.00 DWG NO. P1157DET.DWG SHEET 2 OF 2 DIVISION 1 GENERAL REQUIREMENT 1.0 STRUCTURAL NOTES ANY DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS. THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT CONTRACTORS RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION. BRACING, FORMWORK AND TEMPORARY CONSTRUCTION SHORING. 1.1 GENERAL CONDITIONS "THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ", /MA DOCUMENT A201 -1997, FIFTEENTH EDDITION, ARTICLES 1 THROUGH 14 INCLUSIVE, AS APPLIED TO THE CONTRACT FOR THE CONSTRUCTION OF THE SHELL AND CORE FOR THIS BUILDING, ARE FULLY BINDING TO THIS WORK AS WELL. THE CONTRACTOR AND ALL SUB - CONTRACTORS SHALL READ AND BE GOVERNED BY THEM. WORK SHALL BE CONDUCTED UNDER SEPARATE PERMIT. 1.2 BIDDERS WARRANTY BY THE ACT OF SUBMITTING A BID FOR THE PROPOSED CONTRACT. THE CONTRACTOR WARRANTS THAT: 1.2.1 THE CONTRACTOR AND ALL SUBCONTRACTORS HE INTENDS TO USE HAVE CAREFULLY AND THOROUGHLY REVIEWED THE DRAWINGS AND STRUCTURAL NOTES AND HAVE FOUND THEM COMPLETE AND FREE FROM AMBIGUITIES AND SUFFICIENT FOR THE PURPOSE INTENDED; FURTHER THAT. 1.2.2 THE CONTRACTOR HAS CAREFULLY EXAMINED THE SITE OF THE WORK AND THAT FROM HIS OWN INVESTIGATIONS. HE HAS SATISFIED HIMSELF AS TO THE NATURE AND LOCATION OF THE WORK. AS TO THE CHARACTER QUALITY, QUANTITIES OF MATERIAL AND DIFFICULTIES TO BE ENCOUNTERED. AS TO THE EXTENT OF EQUIPMENT AND OTHER FACILITIES NEEDED FOR THE PERFORMANCE OF THE WORK AND AS TO THE FENERAL AND LOCAL CONDITIONS, AND OTHER ITEMS WHICH MAY IN ANY WAY AFFECT THE WORK OR ITS PERFORMANCE; FURTHER THAT. 1.2.3 THE CONTRACTOR AND ALL WORKMEN HE INTENDS TO USE ARE SKILLED AND EXPERIENCED IN THE TYPE OF CONSTRUCTION REPRESENTED BY THE DRAWINGS AND DOCUMENTS BID UPON; FURTHER THAT. 1.2.4 NEITHER THE CONTRACTOR NOR ANY OF HIS EMPLOYEES, AGENTS, INTENDED SUPPLIERS, OR SUBCONTRACTORS HAVE RELIED UPON ANY VERBAL REPRESENTATIONS ALLEGEDLY AUTHORIZED OR UNAUTHORIZED FROM THE OWNER OR HIS EMPLOYEES OR AGENTS, INCLUDING THE ARCHITECT OR ENGINEERS IN ASSEMBLING THE BID FIGURES; FURTHER THAT. 1.2.5 THE CONTRACTOR AND ALL SUBCONTRACTORS HE INTENDS TO USE (INCLUDING AGENTS AND SUPPLIERS) ARE AWARE OF AND ACKNOWLEDGE THAT CLOSE COORDINATION AMONG ARCHITECTURAL, MECHANICAL /ELECTRICAL AND STRUCTURAL DRAWINGS ARE REQUIRED FOR THE FOLLOWING: - DETERMINATION OF ALL COLUMN LOCATIONS AND SIZES. - DETERMINATION OF TOP OF FLOOR, TOP OF STEEL, WALL PLATE, AND TOP OF BEAM ELEVATIONS. - VERIFICATION OF ALL DIMENSIONS. THE CONTRACTOR AND ALL SUB CONTRACTORS HE INTENDS TO USE (INCLUDING HIS AGENTS AND SUPPLIERS) SHALL MAKE CONSIDERATION FOR AND INCLUDE MONIES FOR THE ABOVE IN THE PREPARATION OF THEIR BIDS. THIS REQUIREMENT SHALL SUPERSEDE ANY CONTAINED IN THE AISC "MANUAL OF STEEL CONSTRUCTION "; FURTHER THAT. 1.2.6 NEITHER THE CONTRACTOR NOR ANY OF HIS EMPLOYEES, AGENTS, INTENDED SUPPLIERS, OR SUBCONTRACTORS HAVE SCALED THESE DRAWINGS TO OBTAIN REQUIRED DIMENSIONS; FURTHER THAT. 1.2.7 THE BID FIGURE IS BASED SOLELY UPON THE CONSTRUCTION CONTRACT DOCUMENTS AND PROPERLY ISSUED WRITTEN OR VERBAL REPRESENTATIONS. 1.3 CODES 1.3.1 ALL WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFLICT WHERE THE METHODS OR STANDARDS OF INSTALLATION OR THE MATERIALS SPECIFIED DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFLICTS. WORK SHALL BE CONDUCTED UNDER SEPARATE PERMIT. 1.3.2 DESIGN CRITERIA UNIFORM LOADS: LOCATION ROOF OFFICE SLAB ON GRADE 1.3.4 LATERAL LOADS: LIVE LOAD 25 PSF 50 PSF 125 PSF WIND: PER UBC SECTION 1613 -1623 BASIC WIND SPEED : 80 EXPOSURE: B IMPORTANCE FACTOR: 0.3 1.3.3 CONCENTRATED LOADS: ALL MANUFACTURERS OF PRE - ENGINEERED COMPONENTS OR SYSTEMS SHALL LOCATE, COORDINATE, VERIFY WEIGHTS, ETC, OF MECHANICAL UNITS OR OTHER CONCENTRATED LOADS AND DESIGN THEIR SYSTEM FOR THESE LOADS. 1.3.5 SEISMIC: PER UBC SECTION 1624 -1633 ZONE : 3 IMPORTANCE FACTOR: 0.3 DEAD LOAD ACTUAL ACTUAL ACTUAL FOR PIPES, DUCTS AND MECHANICAL EQUIPMENT SUPPORTED OR BRACED FROM STRUCTURE: CONFORM TO SHEET METAL INDUSTRY FUND & PLUMBING AND PIPING INDUSTRY COUNCIL INC. PUBLICATION "GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING PIPING SYSTEMS" SPRINKLER LINE ATTACHMENTS SHALL CONFORM TO NFPA PAMPHLET 13. 1.4 SOIL DATA ALLOWABLE SOIL PRESSURE 2000 PSF ASSUMED. ALLOW 33 -1/3% INCREASE FOR LOADS FROM WIND OR SEISMIC ORIGIN. 1.5 INSPECTION /TESTING REQUIREMENTS SEE DRAWINGS, SPECIFICATIONS AND UBC SECTIONS 108 AND 1701, AND AS OUTLINED BELOW. 1.6 1.5.1 FOUNDATION INSPECTION BY BUILDING OFFICIAL TO BE MADE AFTER EXCAVATIONS ARE COMPLETE AND FORMWORK AND REINFORCEMENT ARE IN PLACE. 1.5.2 CONCRETE SLAB OR UNDER FLOOR INSPECTION BY BUILDING OFFICIAL TO BE MADE AFTER ALL UNDER SLAB ACCESSORIES. (INCLUDING REINFORCEMENT) ARE PLACED AND PRIOR TO CONCRETE SLAB POUR. 1.5.3 FRAME INSPECTIONS BY BUILDING OFFICIAL TO BE MADE AFTER ALL FRAMING IS COMPLETE AND ALL PIPES, DUCTS, ELECTRICAL, PLUMBING, ETC, ARE INSTALLED AND PRIOR TO COVER. 1.5.4 THE FOLLOWING ITEMS SHALL BE TESTED AND VERIFIED BY A TESTING AGENCY EMPLOYED BY THE BUILDING OWNER IN ACCORDANCE WITH THE UNIFORM BUILDING CODE. SHOP 1.5.4.1 CONCRETE STRENGTHS 1.5.4.2 ALL STRUCTURAL WELDING (INCLUDING SPECIAL MOMENT RESISTING FRAMES) 1.5.4.3 REINFORCING PLACEMENT DRAWINGS SUBMIT SHOP DRAWINGS TO ARCHITECT /ENGINEERS FOR THE FOLLOWING: 1.6.1 REINFORCING STEEL 1.6.2 STRUCTURAL AND MISCELLANEOUS STEEL INCLUDING WELD INSERTS AND ANCHORS 1.6.3 GLUED- LAMINATED MEMBERS 1.6.4 PRE - ENGINEERED WOOD JOISTS 1.7 MISCELLANEOUS 1.7.1 VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD 1.7.2 VERIFY SIZE AND LOCATION OF ALL OPENINGS IN THE FLOORS, ROOF AND WALLS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. 1.7.3 CONSTRUCTION DETAILS NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL FOLLOW SIMILAR DETAILS OF SECTIONS OF THIS PROJECT AS APPROVED BY THE ARCHITECT /ENGINEER. 1.7.4 SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF OPENINGS NOT DIMENSIONED OR SHOWN ON STRUCTURAL PLANS. 1.7.5 THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE REQUIRED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS RESPONCIBILITY INCLUDES BUT IS NOT LIMITED TO JOB SITE SAFETY: ERECTION MEANS, METHODS, AND SEQUENCES; TEMPORARY SHORING, FORMWORK, AND BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. 1.8 DRAWINGS AND SPECIFICATIONS THE CONTRACTOR SHALL COORDINATE THE PLUMBING, MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS WITH THESE DRAWINGS AND THE TENANT IMPROVEMENT SPECIFICATIONS AND SHALL NOTIFY THE ARCHITECT OF ALL DISCREPANCIES WITH A WRITTEN REQUEST FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER, TENANT OR THE ARCHITECT. WORK SHALL BE CONDUCTED UNDER SEPARATE PERMIT. 1.9 DIMENSIONS 1.9.1 DIMENSIONS ON THE PLANS ARE TYPICALLY TO THE FINISH FACE OF PARTITIONS OR TO THE CENTERLINE OF COLUMNS. 1.9.2 DOOR AND CASED OPENINGS WITHOUT LOCATION DIMENSIONS ARE TO BE FOUR AND ONE -HALF (4 1/2 ") INCHES FROM THE FACES OF ADJACENT PARTITION OR CENTERED BETWEEN PARTITIONS. 1.9.3 LOCATE PARTITIONS THAT ARE NOT DIMENSIONED, FLUSH AND SQUARE WITH STRUCTURE OR ON THE CENTERLINE OF A WINDOW MULLION AS SHOWN. WORK SHALL BE CONDUCTED UNDER SEPARATE PERMIT. 1.10 ABBREVIATIONS THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE LIST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. WORK SHALL BE CONDUCTED UNDER SEPARATE PERMIT. 1.11 COORDINATION THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND VERIFICATION OF THE WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. 1.12 FIRE PROTECTION WHERE NECESSARY, PROVIDE FIRE PROTECTION AT ALL PENETRATIONS OF FIRE RATED ELEMENTS AS REQUIRED BY THE GOVERING AUTHORITY. 1.13 GENERAL CONSTRUCTION .13.1 THE CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, MECHANICAL AND ELECTRICAL ELEMENTS PRIOR TO DRILLING OR CUTTING OF SLABS OR STRUCTURAL MEMBERS. NOTIFY THE ARCHITECT OF ANY CONFLICTS PRIOR TO BEGINNING WORK. .13.2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WALL BLOCKING AS REQUIRED FOR ALL WALL AND CEILING MOUNTED ITEMS. .13.3 ALL CONSTRUCTION SHALL BE STABILIZED AGAINST LATERAL MOVEMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE UBC IN THE LOCAL JURISDICTION. .13.4 CEILING HEIGHTS, WHERE INDICATED, ARE FROM SUB FLOOR TO BOTTOM OF CEILING GRID OR OTHER FINISHED SURFACE. .13.5 MECHANICAL, ELECTRICAL, VERTICAL TRANSPORTATION AND SPRINKLER WORK SHALL BE CONDUCTED UNDER SEPARATE PERMIT. 01- 315 ABBREVIATIONS AC ACT ADJ ALT ALUM ANOD APPRO% ARCH BLDG BM SOT CAB CIRC CJ CLR CLG CLOS COL COL CONC CONST CONT COORD CPT CT DET DIA D DN IM DR Dwc EA EJ EL ELEC ELEV EG EXIST FIN FLR FLUOR FDIC FT FTIC FURN GA GA GL LV cwe HC H D HDW HOR HM H7 HVAC AIR CONDITIONING ACOUSTICAL CEILING TILE ADJUSTABLE /ADJACENT ALUMINUM ANGLE ANODIZED APPRO %I CPA ARCHITECTURAL AT BUILDING BLOCKING BEAM BUILDING STANDARD BASEMENT CABINET CIRCULATION CONTROL JOINT CLEAR OR CLEARANCE CEILING CLOSET CONTRACT CHANGE PROPOSAL COLUMN CONCRETE CONSTRUCTION CONTINUOUS COORDINATE CARPET CERAMIC TILE DEAIL DIAT METER DIMENSION DOWN DOOR DRAWING EAST EACH EXPANSION JOINT ELEVATION (HEIGHT) ELECTRIC ELEVATION (VIEW) EQUAL EXISTING FINISH FLOOR FLUORESCENT GAUGE tra GLASS GLAZING GYPSIYM WALL BOARD HOLLOW CORE WOOD HARD HARDWARE HORIZON SAL HOLLOW METAL HEIGHT HEATING VENTILATION AND AIR CONDITIONING INCAN INCL INSUL INSULATION INSTL INSTALLATION JB JT INCH INCANDESCENT INCLUDE FURNISH BY OWNER, INSTALLED ED BY CONTRACTOR OG7 /FEE FUR SHED T BY TENANT INSTALLED CONTRACTOR FURNISH FURNISHINGS JUNCTION BOX JOINT KIT KITCHEN LAM LAMINATE LF LINEAL FEET LTG LIGHTING MAT MATERIAL MAX MAXIMUM M ESH MECHANICAL M MEDIUM MEZZ MEZZANINE MFR MANUFACTURER MISC MTD MISCELLANEOUS MOUNTED MTL METAL NORTH , A A NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NON COMB NOT COM BUSTIBLE NTS NOT TO SCALE c Q.. OPNC OPP ORIG PERM PERT P-LA PLWD M POL PR R PT RD RE FR REINS REQ'D REV RM S SCHED scw SECT SHT SIM SM SQ STD STL STG TEL TEMP THERMO TYP VAR VB VCT VEN VERT VND W/0 we WD ON CENTER OPENING OPPOSITE L ORIGINA PERMANENT :RPENDICULAR PLASTIC LAMINATE PLYWOOD POLISHED PAIR PAINT RADIUS RUBBER BASE REFRIGERATOR REINFORCING REQUIRED REVISION ROOM ROUGH OPENING SOUTH SCH SOLID EDULE CORE WOOD SECTION SHEET SIMILAR SHEET METAL SQUARE STANDARD STEEL STORAGE SUSPENDED TELEPHONE TEMPERED THERMOSTAT TYPICAL VARIES VAPOR BARRIER VINYL COMPOSITION TILE VENEER VERTICAL VENDING MACHINE MT/WATT/WIDTH WITHOUT WALLCOVEMNG W000 Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL /RED RD BELLEVUE, WA 98007 Fax (426) 843 4807 Tel (428) 843 3123 B -Mal: architecteeeja- Nc.com RECEIVED CITY OF TIIKA ^i '. MAY PERMIT CENT.. REVISED PERMIT SET DATE FEES 1001 SCALE AD EHOLLN DRA11N GO CORTRACT 0,10 COPYRIGHT 1001 CDR CIA INC, 2275 REGISTERED ARCHITECT GARRY D. MOORE STATE OF WASHINGTON KEY INDEX QUICK PARK OFF-AIRPORT PARKING FACILITY 3610 S 158TH STREET TUKWILA, WASHINGTON GENERAL NOTES SHEET A002 MAINTENANCE BUILDING SITE OFFICE 4 PAY BOOTH CANOPY SITE PAY BOOTH CANOPY 25' x 64' PROPERTY LINE i olc S. 100th STREET c 0 cicic C [1 C 0 cricicic 0 ! SITE FLAN J 1 J r 1 1 50' -ID" DPI -3(0S Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL/RED RD BELLEVUE, WA 98007 Fax (425) 849 4807 Tel (425) 843 3123 E- EfeiL' archRects0ejn- inc.com A02/18/02 INCREASE BUILDING SIZE 4 MOPE TANK ENCLOSURE 2\02/18/02 ELIMINATE STAIRS n,02/18/02 ADD NEW TANK ENCLOSURE RECEIVED CITY'JF TU'f.W ILA ma, 1 Aoz HERMIT CENTER REVISED PERMIT SET KEY INDEX QUICK PARK OFF- AIRPORT PARKING FACILITY 3610 5 158TH STREET TUKWIL, WASHINGTON PAY BOOTH CANOPY SITE PLAN DATE FRB 3003 SCALE F.E0-0 DRAWN JC CONTRACT 0110 COPYRECRT 2002 CKK CIA Die. SHEET A101 CATCH BASIN, SEE CIVIL SITE PLANS 18" SQUARE CONC. PAD CURB SEE CIVIL DRAWINGS 20' -5" 8" DIA PIPE BOLLARD, (TYP) 2 PLACES I8' -6" DOWNSPOUT, CONNECT ALL TO CATC1 BASIN, TYP. F -- CANOF'( PLAN 8 -2" DOWNSPOUT FAY 500TH AND OVERHANG ABOVE 0 0 0 0 CONTROL ARMS PROVIDED BY OWNER - -- -"0 0 2 , -2 " 5' 5' 1, 11o_a 6" CURB II' -6" BEAM ABOVE RIDGE ABOVE i 5' 121 P- a N 64' - 6" CURB DOIINSPOUT 8" DIA PIPE BOLLARD FOR TICKET DISPENSER (TYPJ 3 PLACES DOLNSPOUT BEAM ABOVE L 2' -2" CONTROL ARMS PROVIDED BY 0888R COLUMN, SEE STRUCTURAL (TYP) SIX PLACES 6" CURB TICKET DISPENSER TYP., PROVIDED BY OWNER 8"0 PIPE BOLLARD (r(7) 10 PLACES 12' -0" ■ 6 " CURB, SEE CIVIL DR4811 9-0" -0 DOILNSPOUT, CONNECT ALL TO CATCH BASIN,TYR. E pa I/1 Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 16049 NE BEL/RED RD BELLEVUE, WA 98007 Fax (428) 843 4807 Tal (425) 843 3123 E —Mai: archltecta®C)a— iaacam REGISTERED ARCHITECT Iry GARRY D. MOORE STATE OF WASHINGTON A02/18/02 REVISED COLUMN LAYOUT AND DRIVING LANES, ENLARGE PAY BOOTH RECEIVED CITY O`TUHWILI NIIA''• ' 0 2002 PERMIT CENTER REVISED PERMIT SET KEY INDEX ni IICV DADV �vI\.n F nnI\ OFF- AIRPORT PARKING FACILITY 3610 S 158TH STREET TUKWILA, WASHINGTON PAY BOOTH & CANOPY PLAN A (REVISED) DATE FEB 3001 SCALE �: •r - m. DEA. JC CONTRACT 0110 COPYRIGHT 1601 CRE CIA ON:. SHEET A401 OFFICE BUILDING R PAY BOOTH In q•lnq.1.1•11111n1q •11U1q•11 II p �a► 1 EAST ELEVATION SEE SOUTH CANOPY ELEVATION FOR CALL -OUTS 1 r a ADM 11111111M. 41111111M1 MIFX111111b. 411111111111111111111r":g Pr." � Im , '411111111111 1�1�1 1111•1 ■1111111•1i I ■111 ■I C I l l l l I I 1 1 11 II IIII 11 II I I II II I I II 11 11 I1 I1 11 II ll l I/4".1'-0" �I �Illl �llll �Jllll ILLI_ I IU I I I�� I IL IIIII 01111 IIII L�I_I LL LEI I I 111 I I I 111 II HMI IIII VIII UIIHU1111[111111111U 44 O NORTH ELEVATION I /4 n_I —0 " TICKET DISPENSER PROVIDED BY OWNER 7 N SEE &EST CANOPY ELEVATION FOR CALL -OUTS CONTROL ARMS PROVIDED BY OWNER CONTROL AR1, PROVIDED BY OVER BOLLARD, SEE DETAIL TYP, IS PLACES DOI3 LJIf IIII UIl1l JIM [1 II IIII 11 111111 IIII PAY BOOTH r CONTROL ARMS PROVIDED BY °LINER DATE FEB 2002 SCAM b'.1' -0° DRAW JC CONTRACT 01. COPYRIGHT 1001 CI. CIA D C Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15051 NE EEL /RED RD BELLEVUE, WA 18007 Fax (425) 843 4807 Tel (425) 843 3123 F —NnD: exchitacta•c)n— ine.cam 2270 I ARCHITECT GARRYD. MOORE STATE OF WASHINGTON A 02/18/02 REVISED ELEVATION, REVISED PAY BOOTH, ADD TICKET DISPENSER AND ADDITIONAL BOLLARDS _ IF.ECEII�E-0 IlA MA I lI (1 PERMIT CENTER REVISED PERMIT SET KEY INDEX QUICK PARK OFF - AIRPORT PARKING FACILITY- 3610 S. 158TH STREET TUKWILA, WASHINGTON CANOPY ELEVATIONS A (REVISED) SHEET A402 I J IIJ I I I I it I I I I ICI U J I U 111111 I I I I I I 1 JJ JL_ L EI/ �IIIII1111 11110IIIIU1111LJ' I H I I J I I I I U H II I I IIIIII IIII 1 JI J 111 J 11111) II11 J 11Y 1111J H1 J 11 1111 1 1 1111 I1 II�1 III1I l i l l l l II IIIIII 1111H IIIV OFFICE 5UILDIN3 BEYOND O WEST ELEVATION 4" GUTTER O SOUTH ELEVATION 1j4 "=1' -0" P 0 BOLLARD, SEE DETAIL TYP, E+ PLACES II 11 11111 11 11 LJ I 1 l [ 1 1 [ I II I 1 U 1 11 RIDGE VENT ll�ul \: /1�Ii1� 1 1■uminuulnlH.1■Iui ■I■.u. ' i• 1H IIIIII II I I I1 I1 l l 11 IIIIII IIIIII I I I I1 11 I I I I II I III l U II II U IIII U II II U II II U II II U I II IIII L .I I I ij II I1� II II I) If I i II II U II 1 u f I 1x4 CEDAR TRIM CEDAR SHINGLES CONTROL AI2h1, TYP. PROVIDED BY CUNER CEDAR SHINGLES DOUNSPOUT TO TIGHT LINE, TYP Do I -3.5 2x6 CEDAR TRIM, TYP GALE END TIM DETAIL I / - 0N Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 18049 NE EEL /RED RD BELLEVUE, WA 98007 F. (425) 843 4807 Tel (428) 843 3123 E -Neil' vcLitectese)n- inc.com 2270 REGISTERED ,- ARCHITECT GARRY D. MOORE STATE OF WASHINGTON 100248/02 REVISED ELEVATION REVISED PAY BOOTH, ADD TICKET DISPENSER AND ADDITIONAL BOLLARDS RECEIVED r1Ty OF TJKNIILA MA' 1 0 maz PERMIT CENTER REVISED PERMIT SET KEY INDEX QUICK PARK OFF-AIRPORT PARKING FACILITY 3610 S. 158TH STREET TUKWILA, WASHINGTON CANOPY ELEVATIONS (REVISED) DATE RM 2MM SCALE Dorm' common ow mom= 20M cmc GA INC. SHEET A403 PRE- FABRICATED WOOD TRUSS EXTERIOR GLL CONTINUOUS VENT 1x4 TRIM N..,. GABLE END SECTION I5° FELT UNDER-AYMENT "PLYWOOD 'ROOF OIiCFl Ih11NG ASPHALT 614I16LE ROOFING FLASHING 4" CONTINUOUS METAL GUTTER 2x10 TRIM 4 2" PLYWOOD 1x4 TRIM FLASHING 2' -0" 1x4 TRIM O EAVE DETAILS RATANAIWONItif Isr. 111=1' 1 1= 111= 11 I I 111 =1- 111= 111 —I I � 1 =111 - i �'' I1= 1111 = 1 IIIII I. ;I I1 =1I L -I I IJ =1I I_ OOLLA D DETAIL, 2 DE -51 -04 3 /4".1I- 0 " ROUND OFF CONCRETE AT TOP OF TUBE V' OD. GALVANIZED PIPE BOLLARD FILL TUBE TO TOP WIN CONCRETE WHERE APPLICABLE, 2" ASPHALT CAP AND 4" MB TO BE PERFORMED BY OTHERS T OF b" TOP O OF 6," SLAB 6" CRASHED ROCK BASE SUBGRADE - COMPACT TO BEE OF MAXIMUM DRY DENSITY /— ASPHALT SHINGLES /_- FLASHING 2x10 TRIM 4" GUTTER —� 1 V PLYWOOD CEDAR SHINGLES 1x4 TRIM FLASNMG GABLE END ELEVATION SIDE ELEVATION GLUE -LAM BEYOND 12 CANOPY SECTION I /4 °l'- 0" DOWNSPOUT TO TIGHT LINE, TYP, CONNECT TO E BON, SEE CIVIL CIVI L 5I PLAN PLAN FOR R LOGATIGN. NOTE: 2N' -4" TO RIDGE 14' -0" MIN CLEAR ' -0' ASPHALT LEVEL SEE CANOPY STRUCTURAL DRAWINGS FOR CALL -OUTS AND DETAILS. DO- 3(0E NOTE: ALSO SEE CANOPY STRUCTURAL SHEET A40W O POST DETAIL 12x12 TRT'D POST WITH 4x12 SHORT POST EA. SIDE WITH 48" DIA. FOOTING (TIP) 24 5,24" NOOK BARS EU POST PROVIDE TREATED 4x4 NON- STRUCTURAL, ROUNDED FILL AS REQUIRED AT TOP OF CONC. TO TOP OF 412 3 /4"=1' - 0 " Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL /RED RD BELLEVUE, WA 98007 Fax (425) 843 4807 Tel (425) 843 3123 E —Meth er°hlteeteeeje— iN2.c°m DATE PE 2092 SCALE '4'.1'_0• DRAWN JC CONTRACT 0110 COPYRIGHT 2002 CBE GA INC. 2270 RS AR EGI HI TECT TERED GARRY D. MOORE OF WASHINGTON RCEIVED cm � E =TUxw lln M ' r! )00? PERMIT CENTER REVISED PERMIT SET KEY INDEX QUICK PARK OFF- AIRPORT PARKING FACILITY 3610 S. 158TH STREET TUKW4A, WASHINGTON CANOPY SECTION AND DETAILS SHEET A404 „9-,Li 1 — — / — — — 12x12 TRT'D POST WITH 4,02 SHORT POST EA. SIDE WITH 48" DIA. FOOTING (TYP.) PROVIDE TREATED 4x4 NON - STRUCTURAL, ROUNDED FILL AS REQUIRED AT TOP OF CONC. TO TOP OF 402 C L \ / _ 24 "x24" HOOK BARS EA. POST (SEE DETAIL 1 SHT. 2) / 1 . - 6 .. /VI \ y . / / ize- - b ' N r \ / O POST /15EAM DETAIL 1 / 4 "I\ (TYP.) 4i" 2i" V V O POST /15EAM DETAIL SIMPSON H10 -2 TYP. ALL TRUSSES 8 3/4 "x 24" GLUE LAM . — 12 "x12" POST (ROUGH CUT TYP.) 1 " =I' - 0" ` 8 3/4 "x 24" GLUE LAM 6 "x8 "x1/2" PLATE(GALV) (2) 3/4 "0 A36 M.B. (GALA) 12 "x12" POST (ROUGH CUT TYP.) 1 "= I' -0" 6 . -8 .. IROOF FIRAMINC3 PLAN 1'- 10 3' -1011" 1/4 " =1' -0" FA 500TH 4 CANOPY' FOUNDATION PL4N 1/4 " =1' II' -b" PRE- MANUFACTURED TRUSSED 02' O.C. 8 3/4 "x 24" GLUE LAM 12' -0" EDGE OF CONC. SLAB NOTES: (1.) SOIL COMPACTION: a. SLAB 1000 PSF MIN. b. FOOTINGS 2000 PSF MIN. (2.) CONCRETE: a. F'c =2500 psi AT 28 DAYS W /3" SLUMP. b. VIBRATE PER CODE. (3.) REBAR FY 60,000 psi (GRADE 60) a. PROVIDE LAP CONNECTIONS WITH 40 DIA= 20" LAP FOR q4 BARS. b. USE STANDARD CONCRETE "CHAIRS" IN SLAB PER CODE. K EDGE OF ROOF ABOVE D oI3�� E3 1 ,1Y t J a = 0 w � LI w1 10 W ; J 2 X r W I- ~ N sIL a z 0_ o 'Do LL N � N 0 2. z w � N O J W ww' PAP Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL /RED RD BELLEVUE. NA 98007 Fax (425) 843 4807 Tel 14251 843 3123 E -Mall amldMeGOVJa- 1ne.com 227 REGISTERED AR GARRY D. MOORE STATE OF WASHINGTON A02/18/02 REVISED COLUMN LAYOUT AND DRIVING LANES, ENLARGE PAY BOOTH RE(;EIVYO - NIl4 2I10,? REVISED PER MIT SET KEY INDEX QUICK PARK OFF - AIRPORT PARKING FACILITY 3610 S. 158TH STREET TUKWIU, WASHINGTON STRUCTURAL CANOPY PLAN A (REVISED) DATE FEB 2002 scALe 'n'•r - 9• DRAWN JG CONTRACT 0110 COPYRIGHT 2002 CKK 041 GA INC. SHEET A405 12 I E,4ST ELEVATION J!u 11 l 11 U 11]_ JJ_1U�1_L_LU_u v _ v III 1 1liJ I I iJ 1llL I 1 1111 11 1111 1 I IJ 11L1LII! J.I I I 1 � 1J� Cl PROVIDE MIN. 5/8" PLYWOOD EA END GRADE 60, '4 CURB BARS a 24" O.C. EACH WAY GRADE 60,'4 SLAB BARS 24" O.C. EACH WAY O ISLAND DETAIL ra S 3/4 "x24" G1. (NO CUTS/ (22F -V3 DF/DF) SOUTI-I ELEVATION PROVIDE MN. S4% COMPACTIC UNDER ALL CONC. BLABS 3 i g 11 0 I /4 "_ l -O " PROVIDE 2x4, 45' BRACING AT 8'7 O.C. dam PROVIDE 24 "x24" HOOK BARS r ^O CURB BARS EACH POST e EA FACE IB' -0" 8 3/4 "x24" GL. 48 "T(TYP) 14 -0 MIN. CLEAR 12 "xl2" POST (TYF.) GANOf�' SECTION 12 PRE - MANUFACTURED TRUSSES a 24" O.C. 12 "x12" (TYPJ HEM. FIR (NORTH) NO. I TREATED W/PENTA AT 60% RETENTION 5/8 "7 GALV. A -36 AT TOP EA. POST. 4 "x12" (TYPJ HEM. FIR (NORTH) NO.1 TREATED W/PENTA AT 60% RETENTION. EA SOE, EA POST. II II � N } ASPHALT LEVEL II ,� INTO SLAB BARS EACH POST a EA. FACE PROVIDE 24'V24" HOOK BARS I I2 "7x8" LONG GALV. LAG AT 12" O.C. EA SIDE, EA POST. PROVIDE 40 -20d GALV. EA. FACE OF 2424, WITH 112" PROTRUDING INTO CONCRETE. (TYP. ALL 6 -FOOT) FOR CONC. CONST. JOINT, USE 4 -'4 DOWELS a 1/4 POINTS. PROVIDE MIN 2000 NSF SOIL BEARING UNDER CONCRETE PAD. D01 -3(05 DATE FEB 2001 SCALE 1 / 4 1"• 1 ' -0 ` DRAIN JC CONTRACT 0110 COPYRIGHT 2002 MM CJA. ING Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL /RED RD BELLEVUE. WA 88007 Fax (425) 843 4807 Tel (425) 849 3123 E -Maih architectaeela- inaccm GARRY D. MOORE STATE OF WASHINGTON 4 \ 02/15/02 REVISED COLUMN LAYOUT AND DRIVING LANES ENLARGE PAY BOOTH 200 er<rviit CENTER REVISED PERMIT SET KEY INDEX QUICK PARK OFF-AIRPORT PARKING FACILITY 3610 S 158TH STREET TUKWILA, WASHINGTON CANOPY STRUCTURAL o (REVISED) SHEET A406 PA1" BOOTH FLOOfR PLAN O NOI TN ELEVATION I 1 j4 " =1' - CANOPY COLUMN, SEE SHEET A405 10 X10 DUCT FOR INTAKE AIR FAN O EAST ELEVATION r i111 111111111All iJ�'i1iII i • ' r ! l ULIUU OUTRIGGER a 24" O.G. PA'' 5OOTN (ROOF FRAMING LAN 1 /4"=1 -0° p ASPHALT SHINGLES, TYP. WOOD SIDING, TYP. — N2 CEDAR CORNER TRIM, TYP. 6" CONCRETE ISLAND OUTRIGGER W 24" O.C. I' -9" MIN. CLEAR TICKET DISPENSER BOLLARD SOUTI-4 ELEVATION --VENTED RIDGE 1x2 CEDAR TRIM 2x6 CEDAR FASCIA - 2x2 CEDAR WINDOW TRIM, TYP. - N2 CEDAR CORNER TRIM, TYP. WOOD SIDING, TYP. 6" CONCRETE ISLAND 1 /4 " =1 m" 2'x2' ACCESS PANEL - -� FOR DUCT NEATER — SMOKE DETECTOR PAS' BOOTI-4 1REFLECTED CEILING PLAN I'4" 12 X 12 GRILL FOR ROOF SUPPLY FAN SURFACE MOUNTED FLOURSCENT 1X4 LUMINAIRE (2 TUBES) (F6 - 4FT FLUO. SURFACE W/2-F32 T8 4 ELEC. BALLAST) %e" GIB CEILING TO UNDERSIDE OF TR155 O UJEST ELEVATION By Date Permit No. t O wW N = — f LL J N WF Z 6' Wo WLL m W = N -` 3 w §1O a za REVISION Q OJ NQ 9W RECI NI O CITY EVED OF TUKWILA LI AUG 19 2002 LL Q 1 6 1 .-4 N Q LL J � 70 ogl w J Q GiTY 6f Iae og ruff -Ott'" DNISYYM FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. ► D it-Pr, NOTE: SEE DOORAUINDOW SCHEDULE IN OFFICE FACILITY, SHEET ANOI. PERMIT CENTER 1/4 ".1'-0" W 0 W D01-365 Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 150a9 NE BEL /RED RD BELLEWE, WA 98007 Fex (425) 843 4807 Tel (475) 843 3123 E - ueic erchltectNOie- inc.com DATE FED 2002 scAls '•: •r -m• DRAWN 2C CONTRACT 0M COPYRICITT 2002 m. C.. INC. YY70 I REGISTERED ARCHITECT GARRY D. MOORE STATE Or WASHINGTON I� 02/18/02 ENLARGED PAY BOOTH AND WISED � ISLAND LAYOUT /' \ 03/19/02 DELETE 'H' WINDOW REVISED PERMIT SET KEY INDEX QUICK PARK OFF- AIRPORT PARKING FACILITY 3610 S. 158TH STREET TUKWILA, WASHINGTON PAY BOOTH PLANS A (REVISED) SHEET A407 i To-l" W.1 * Z9 P4"1 500Ti-i SECTION 2 ACCESS PANEL, SEE ROOF FRAMING PLAN -- WALL HEATER 10"x10" DUCT HEATER 2W' ACCESS PANEL, SEE ROOF FRAMING PLAN WRAP EXPOSED DUCT El TT PLYWooD, PAINT SAME AS WOOD SIDING 7% D01-3(05 ASHPALT SHINGLES ROOFING 15* FELT PLYWOOD ROOF SHEATHING 2x4 TRUSS e 24" 0.C. R-30 INSULATIN LEAVE I" MIN. ,,LEAN SOLID BLOCKING WITH VENT HOLES, TYP. SIMPSON ANCHOR FLASHING TAN FASCIA — GWB ATTACH TO UNDERSIDE OF TRUSS TN" GWI3 WOOD SIDING PYWOOD SWEATING 2x6 STUD WALL E-IS WALL INSULATION ACT 4" RUBBER BASE THICKENED CONCRETE SLAB, 4" MK ON ISLANDS AND INTERIOR OF PAY BOOTH 2 RIGID INSULATION 2x4 TAIL - FLASHING EXPANSION JOINT DRIVING LANE SUWACE, - - - 6" MIN. CONCRETE PAD - PA'r 500TH SECTION CITY OF AUG 1 9 2002 PERMIT CENTE, 9 3 VA fu§ 0 Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 11040 NE BEL/FtED RD BELLEVUE. WA 98007 Fez (425) 843 4807 Tel (425) 843 3123 erchltectafieje—inc.com ■1111•11111■11I■ DATE 4 E13 2002 DRAWN , C COKIRACT 9149 COPYRIGHT 2002 CJA, REGISTERED ;TERCET' CARRY D. MOORE STATE OF WASHINGTON L\ 02/1E5/02 ENLARGE PAY BOOTH A 03/19/02 DELETE 1-1' WINDOW REVISED PERMIT SET KEY INDEX QUICK PARK OFF-AIRPORT PARKING FACILITY 3610 S. 158TH STREET TUKWILA, WASHINGTON PAY BOOTH SECTIONS ts, (REVISED) SHEET A408 2 4 ' y i, ii��� ° e ) A� �•vooners'.; % —�•_. .. — - — - -= III — III —II —I_ 1I I =1 I I - .. . ��� � I I III— I I I_I I I_I I I_I I I —III — — — I_ 1-1,1-111-111=111= � ° / ����•� ` , r . , �� } _ _ _ -_ -11=111=m=111=1 _ 1 I I =1 I I =1 I I_= III =1 I I =111 =1 I I =1 I I =1 I I __ �_•:�, � _:yam ...•, _•,�: ; III 1 1 =1 I I =1 I I =1 I I I 1 -:11 -1 III _III 111 1 -;11 III II z =1 • —1 11 �9s I 111_111 111_11 III 111= 111 =111= II I_ _ nl 1n nl 111_In I n 1_11 I II 1n nl III III III III —III II I III III I =1,1 1 III I I ' I III III II - 11 I I I 1 1 I I III III =1 I I III III III III =1 I I III =1 I I III =111-711_7111-7111= III III =111 1 1 11 ; III -11 -11 -1 III =1 _I I_ I =1 11_ =11 I 1 1 =1 1 1 1 111 1 11 111 -1! 11 1 n 1 =n =1Ti III -1 1 =1 1 = "' B 1 FAQ EOOT1-I SECTION A404 LOCATE HEADERS AT TCP CF WALL CR TOP OF ° PERMM AT CONTRALTO. OPTION I LESS OTHENZISE NDICATED BY E. EER OR ARCHITECT. FOR IV CCSNECTION OF NPR FL05N W/ TOP OF WALL S (3) STD EO CM TIP LINO 820) RLL NT STUD TO WALL B - SEE PLAN FOR SIZE OF BIDS REGO -LAM W'I6d AT O•OC TYPICAL SIMPSON A35 AT EACH EU COL WERE OPENNG WIDTH EXCEEDS e'-0` (2)16d TTP O TYF'. 5E,4fi21NC$ WALL ELEVATION ' .��•;' �'1�: ..� 'v.�����:��. .�: '� - -• IJ i �� _�r��l.�:7i -i: tr � i 'PE:r. -. g T T • y, .fir 111 -1 - 111 =11 =1I I -1I- 111 =1 —I =1 -11 •���'����:'•��!�� 111 =111 =111 =111 =111 = 111 = 111 =114 111=1_1 ' 1 .14.11 110 .:4 4. .+�! '', `'!��!? ��� 111 11 111 1II II1 1II I1II 1 111 1I III IIII 111 • 11 - 111 - 111-11 LI 11- 111 11 I- 111 -1 L1 -1 "-' "= - -1 I 1 =111= =1 " °• _ 1 1 111 -1 I -111 ! 11 =111 =111 =111 =111 = =-.111, ' — I I =1 I 7r-Itr Ht tli 1 Ht 111 -11 11 n —I 11 n t =n I i I i i i n .• - 1 III n I n 1 =n 1 111 n 1 I 11= 111 -1 11_ _IU l I l — I= — — 1= I I III =11 I III III =Iii _1 I I 111 III —III III I I III III III -1I I I I I_I I I III —I I II , IIIII III III —III II —II III II I III I I l I l 1 111 l 111 111 1 11 -III III III -111 III -III III III -I 1 1 111 I l l s 1 111 I T l III - III III = n N.T.S. c 1 FA-' 5OOTI SECTION 1 TNAL6 �: I Ii IIII_I I (2)16d TRAILS AT CTR FULL HOT STUDS Is— ADD'L SND AT HDR BR LLHERE mow 114.44 (3). STUDS RECD. 2XTWDW TO MATCH STUD WIDTH (U NORM. FALL WIDTH STUDS TO MATCH WALL STUDS AT TOP AND BOT CF OPNG - PROVIDE (2) TOENAILS EA EPD - TYPICAL (2)16d TOENAILS at O / / / / SS.. HOLD =NS III-ERE REGO. PROVIDE (3) MPS MN- FOR TYPICAL NBTALLATIR4 / I HOLDOLLN / SEE PLAN .b"4, MB -1.02A V BOLT HEAD W) UA451•ER CANOPY F A"ING ABOVE EMBEDDED ANCHOR (3) 2x6 FULL HYsT 51M5 MN W/ MIN FUW EDGE NAILING AT EA 2X (2) S'a MB -HD2A 8• -HD2A % THRD ROD-102A - /2 11_ 11_01 Ark I I HILTI HIT C -100 EPDXY EPDXY OPTION 1" 0 -HD2A O TYP. BEARING WALL SECTION N.T.S. Q Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE HEL /RED RD BELLEVUE, WA 98007 Fax (425) 843 4807 Tel (425) 84C 8129 0 -Mail: arcWitecta•o1a- iaacom A 02/18/02 ENLARGE PAT EsOOTH 2270 RAR EGISTERED ITECT GARRY D. MOORE STATE OF WASHINGTON ftECEIVEO e1Tr of Tu1!ev1La MAY 10 11102 PERMIT CENTER REVISED PERMIT SET KEY INDEX QUICK PARK OFF-AIRPORT PARKING FACILITY 3610 S 158TH STREET TUKWILA, WASHINGTON PAY BOOTH SECTIONS A (REVISED) DATE FEB 2201 SCALE .••I' -0• mum Jc CONTSAGf 0110 COPYRIGHT 2882 cex CIA INC. SHEET A409 DETAIL )CORNER TIM HEAD 2 x 6 WOOD EXTERIOR WALL CONSTRUCTION FLASHING HEADER 2 - 2 x 6 HFe2 W/ PLYWOOD FILLER, TYP. b<2 CEDAR TRIM SEALANT, TYP. ALONG EACH EDGE, TYP. \ \' 2 PC. HEADER (UN.O.) 5 a" GWB 2" TOOLED EDGES 1/2" RADIUS, CONTINUOUS EACH EDGE >c >5 >S II — I __I 11f ..III If --Li' III I II' III I II III 111 111 III Il l 11 III III III 11 C III III= 11 I' III ! 'll III II I I I - III II II NOTE: GOOD FOR CONTROL AND CONSTRUCTION JOINT. Q EXFANS!CN JOINT ITYPIGAU 52 CEDAR WOOD TRIM SEALANT 2 x6 no WALL 'z" WOOD SIDING 'h" FREMOLDED EXPANSION JOINT, FILL TOP OF JOINT W/ PAVING JOINT SEALANT TOP OF FINISHED GRADE Te" GWB NAIL -ON FM SEALANT 'G" RADIUS TOOLED EDGES I" OA GLASS UNIT' WINDOW JAMB CAULK SECTION 0111 4 0 1 �: O III 11' I I I III 11 L 1 I III= 1- it 11 III IIE111 -11 111 111 -1 -I I ".1' -0" IR JOINT DE -FN -22 ® CONTOL T F 'CAL 4" RUBBER BASE 24. STUD 3 4" PLYWOOD FLOOR WITH VCT CONCRETE SLAB BATT INSULATION WOOD SIDING 1 U" SHEATHING SEALANT 2x2 TRIM XT IO 1:)00fR 3 " =1' -0" + O Z . SL IE fR 3 ".l' -O" I . SLIDER SILL/ 3 " =1'-0" FIXED WINDOW 3 " =I'-0" O F E SILL/ D S J AM5 /�I �� DE R -06 Al ' 1,5 DETAIL DE U1N -f 4 O` ED � ED A I L DE WN m3 2 J M � A I DE--�2 E DETAIL 2x8 WOOD SUPPORT, TRIM AS REQUIRED, TYP. 3 " =1 -0' KNOOK =OJT COVE 1 " =1' -0" DE WA -01 O D E T I DE -FN -23 SAWCUT OR JOINT WI JOINT FILLER AND SEALANT e EXPOSED AREAS CONCRETE SLAB TOP OF FINISHED GRADE CRUSHED ROCK BASE °SOFFIT DE -FN -03 DETAIL 2x4 BLOCKING 4' -0" PLAN COVER TOP WITH VCT TO MATCH PAY BOOTH FLOOR J L r I1/2"X5" CUT -OUT HAND -HOLD J 2x4 TRUSS a 24" OTC. SIMPSON ANCHOR, TYP. 2 2X10 BEAM ITS DOUBLE TOP PLATE 2x4 WOOD TRUSS I0 "xI0" FRESH AIR DUCT I0 "x10" DUCT HEATER SEE SPECS. PROVIDE ACCESS PANEL a DUCT HEATER 2x4 WOOD TRUSS BOTTOM CHORD GWB GLUE GEILINCz DETAIL y- I' -0" OVERHANG ASPHALT SHINGLE IV FELT PREFABRICATED MISS a 24" OA. 1 =' -0' DE-CL -0 PLYWOOD SHEATHING WOOD SHINGLE OUTRIGGER a 24" O.C. 2 x 6 PLATE I x 10" TRIM WOOD SIDING 2 x 6 WOOD STUD WALL INTERIOR � � THRESHOLD �TAIL DOOR LEAF 3 " I' 0" DE -WN -01 METAL THRESHOLD, PEMKO •2005DS 0' -0" TA. CONCRETE SLAB SET IN MASTIC SEALANT NO. 10 x I1" FNWS, PHILLIPS (FACTORY PROVIDED) 1 N" EXPANSION JOINT � J ZW n„ 5,01 N 0 .` 0 1D Q '� O N 1W LL Z OQ Y F ROOF TRUSS 24" O.C. a Ul RIDGE I" MIN. CLEARANCE ID Q PROVIDE 3" VENTILATION SPACE ON RIDGE RUNNING EAST -LEST. PROVIDE 2" VENTILATION SPACE ON BOTH NORTH -SOUTH RIDGES VENTED RIDGE FLASHING ASPHALT ROOF SHINGLES SPACE PLYWOOD SHEATHING CONTINUOUS a RIDGE FOR 4' -0" LENGTH a 8' -0" OA. ATTACH SHEATHING TO 2 x 4 NAILERS MAINTAIN VENTING AT ROOF LL w w nj ISO Wa m W "DQ 1V 3 LI Z HALF u DE -DR -04 oN u�a Q 1 w S ~ ; o z � I " = ROO RAKE D T I 34".r-0" Y NT D RID 3/4 ii =1i -iii 0 DE-CL-03 DE RF -01 DETAIL D E -RF -02 = Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL /RED RD BELLEVUE, WA 98007 Fax (425) 843 4807 Tel (425) 842 8123 E-NaB: erchifecfa®c1e- Inc.cem 227 DATE FEB TOOT SCALE A5 BNOLLN DRAWN AO CONTRACT OHO COPYRIGHT 2003 MX BO GA INC REGISTERED ARCHITECT GARRY D. MOOR STATE OF WASHINGTON Q 02/15/02 ENLARGE PAY BOOTH REVISED PERMIT SET KEY INDEX QUICK PARK OFF - AIRPORT PARKING FACILITY 3610 S. 158TH STREET TUKWILA, WASHINGTON SHEET A410 1/2" SHEATH! WOOD SIDING SEALANT SE URE FINISH IL NAIL AIL A r — z- 3ia" GLIB 'h" SHEATHING WOOD SIDING 4111_1411111 3 /a" ' BATT GIB BATE BATT INSULATION 2x6 STUD — AI SULATION 2x8 STUD — PLYWOOD FILLE® J INSULATION 4 1 1111 SEALANT _ SECURE FI ISH N AIL AND BEND OVER i0 DEFLECTION !AIM I 1 / 2x6 STUD PLYWOOD FILLER WINDOW H EADER_ %" GWB SEALANT ALLOW FOR AND BEND OVER TO LE CION v 1��r. WINDOW HEADER 2x2 TRIM i '114W . FLASHING nal 2x2 TRIM / FLASH J ��, li - _ r' OA GLASS UNIT '4" S WINDOW SILL IS SHIM IA I ENTIRE I ,I 'I i_ SEALANT " GLIB I" OA GLASS UNIT - WINDOW SILL 'i4" SHIM .I' I' IIi1 U __,_, ' P : ' SEALANT �a �� GWB LV I" UNIT OA GLASS �\\\ \ \ \ \ \\\� � WITH OF SILL WITH OF SILL CAULK 2x2 TRIM s ` - i. " WINOW JAMB CAULK CAULK WOOD SIDING S 2x2 TRIM U = NAIL -ON FIN �� � NAIL -ON FM 4i," We NAIL -ON FIN SEALANT 2x2 TRIM 1/2" SHEATH SHEATH INS WOOD SIDING WOOD SIDING DETAIL )CORNER TIM HEAD 2 x 6 WOOD EXTERIOR WALL CONSTRUCTION FLASHING HEADER 2 - 2 x 6 HFe2 W/ PLYWOOD FILLER, TYP. b<2 CEDAR TRIM SEALANT, TYP. ALONG EACH EDGE, TYP. \ \' 2 PC. HEADER (UN.O.) 5 a" GWB 2" TOOLED EDGES 1/2" RADIUS, CONTINUOUS EACH EDGE >c >5 >S II — I __I 11f ..III If --Li' III I II' III I II III 111 111 III Il l 11 III III III 11 C III III= 11 I' III ! 'll III II I I I - III II II NOTE: GOOD FOR CONTROL AND CONSTRUCTION JOINT. Q EXFANS!CN JOINT ITYPIGAU 52 CEDAR WOOD TRIM SEALANT 2 x6 no WALL 'z" WOOD SIDING 'h" FREMOLDED EXPANSION JOINT, FILL TOP OF JOINT W/ PAVING JOINT SEALANT TOP OF FINISHED GRADE Te" GWB NAIL -ON FM SEALANT 'G" RADIUS TOOLED EDGES I" OA GLASS UNIT' WINDOW JAMB CAULK SECTION 0111 4 0 1 �: O III 11' I I I III 11 L 1 I III= 1- it 11 III IIE111 -11 111 111 -1 -I I ".1' -0" IR JOINT DE -FN -22 ® CONTOL T F 'CAL 4" RUBBER BASE 24. STUD 3 4" PLYWOOD FLOOR WITH VCT CONCRETE SLAB BATT INSULATION WOOD SIDING 1 U" SHEATHING SEALANT 2x2 TRIM XT IO 1:)00fR 3 " =1' -0" + O Z . SL IE fR 3 ".l' -O" I . SLIDER SILL/ 3 " =1'-0" FIXED WINDOW 3 " =I'-0" O F E SILL/ D S J AM5 /�I �� DE R -06 Al ' 1,5 DETAIL DE U1N -f 4 O` ED � ED A I L DE WN m3 2 J M � A I DE--�2 E DETAIL 2x8 WOOD SUPPORT, TRIM AS REQUIRED, TYP. 3 " =1 -0' KNOOK =OJT COVE 1 " =1' -0" DE WA -01 O D E T I DE -FN -23 SAWCUT OR JOINT WI JOINT FILLER AND SEALANT e EXPOSED AREAS CONCRETE SLAB TOP OF FINISHED GRADE CRUSHED ROCK BASE °SOFFIT DE -FN -03 DETAIL 2x4 BLOCKING 4' -0" PLAN COVER TOP WITH VCT TO MATCH PAY BOOTH FLOOR J L r I1/2"X5" CUT -OUT HAND -HOLD J 2x4 TRUSS a 24" OTC. SIMPSON ANCHOR, TYP. 2 2X10 BEAM ITS DOUBLE TOP PLATE 2x4 WOOD TRUSS I0 "xI0" FRESH AIR DUCT I0 "x10" DUCT HEATER SEE SPECS. PROVIDE ACCESS PANEL a DUCT HEATER 2x4 WOOD TRUSS BOTTOM CHORD GWB GLUE GEILINCz DETAIL y- I' -0" OVERHANG ASPHALT SHINGLE IV FELT PREFABRICATED MISS a 24" OA. 1 =' -0' DE-CL -0 PLYWOOD SHEATHING WOOD SHINGLE OUTRIGGER a 24" O.C. 2 x 6 PLATE I x 10" TRIM WOOD SIDING 2 x 6 WOOD STUD WALL INTERIOR � � THRESHOLD �TAIL DOOR LEAF 3 " I' 0" DE -WN -01 METAL THRESHOLD, PEMKO •2005DS 0' -0" TA. CONCRETE SLAB SET IN MASTIC SEALANT NO. 10 x I1" FNWS, PHILLIPS (FACTORY PROVIDED) 1 N" EXPANSION JOINT � J ZW n„ 5,01 N 0 .` 0 1D Q '� O N 1W LL Z OQ Y F ROOF TRUSS 24" O.C. a Ul RIDGE I" MIN. CLEARANCE ID Q PROVIDE 3" VENTILATION SPACE ON RIDGE RUNNING EAST -LEST. PROVIDE 2" VENTILATION SPACE ON BOTH NORTH -SOUTH RIDGES VENTED RIDGE FLASHING ASPHALT ROOF SHINGLES SPACE PLYWOOD SHEATHING CONTINUOUS a RIDGE FOR 4' -0" LENGTH a 8' -0" OA. ATTACH SHEATHING TO 2 x 4 NAILERS MAINTAIN VENTING AT ROOF LL w w nj ISO Wa m W "DQ 1V 3 LI Z HALF u DE -DR -04 oN u�a Q 1 w S ~ ; o z � I " = ROO RAKE D T I 34".r-0" Y NT D RID 3/4 ii =1i -iii 0 DE-CL-03 DE RF -01 DETAIL D E -RF -02 = Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL /RED RD BELLEVUE, WA 98007 Fax (425) 843 4807 Tel (425) 842 8123 E-NaB: erchifecfa®c1e- Inc.cem 227 DATE FEB TOOT SCALE A5 BNOLLN DRAWN AO CONTRACT OHO COPYRIGHT 2003 MX BO GA INC REGISTERED ARCHITECT GARRY D. MOOR STATE OF WASHINGTON Q 02/15/02 ENLARGE PAY BOOTH REVISED PERMIT SET KEY INDEX QUICK PARK OFF - AIRPORT PARKING FACILITY 3610 S. 158TH STREET TUKWILA, WASHINGTON SHEET A410 LIGHTING FIXTURE SCHEDULE SYMBOL TYPE DESCRIPTION LAMP FIXTURE WATTAGE MANUFACTURER (OR EQUAL) MOUNTING NOTES VOLTAGE 0 F1 RECESSED 2X4 FLUORESCENT FIXTURE WITH ACRYLIC LENS, ELECTRONIC BALLAST & T8 LAMPS (3) 32W T8 SPX35 89 LITHONIA 2SPG- 332- FW -Al2- 120 -GEB (EL) RECESSED • INDICATES FIXTURE WITH BATTERY PACK (EL) 120 0 F2 ROUND RECESSED DOWNLIGHT WITH COMPACT FLUORESCENT LAMP (1) 26W CFL 30 LITHO NIA LPRF- 26DDT- 120 -HPF RECESSED 120 F3 2 -FT. WALL- MOUNTED VANITY LUMINAIRE, WITH ELECTRONIC BALLAST & T8 LAMPS (2)5W S2 44 LITHONIA WP- 220 -DO -120 -GEB WALL VERIFY MOUNTING HEIGHT 120 F4 4 -FT, 2 LAMP LOW PROFILE WRAPAROUND FLUORESCENT FIXTURE WITH ELECTRONIC BALLAST & T8 LAMPS (2) 32W T8 SPX35 64 LITHONIA LB- 232 - 120 -GEB (EL) SURFACE (. INDICATES FIXTURE WITH BATTERY PACK (EL) 120 I0 I (0 F5 EXTERIOR H.I.D. WALL PACK 1 -50W 65 LITHONIA TWA-50-120-DE-CRT-D81_ WALL 120 F6 48" LONG 2 LAMP INDUSTRIAL FLUORESCENT FIXTURE WITH 8% UPLIGHT AND ELECTRONIC BALLAST (2) 38W 72 LITHONIA LA -248- 120 -GEB SURFACE 120 I 0 I C 0 T F7 METAL HALIDE PARKING LOT LIGHT (1) 350W 400 LITHONIA #KVF350M- SYMFL- 240 -SPO9- SCWA -DBB, OR EQUAL POLE a4 PULSE START, TYPE V. DISTRIBUTION, FLAT LENS, 2 FIXTURES PER 39' POLE 240 ❑> F9 METAL HALIDE CANOPY LIGHT (1) 175W 200 KIM LIGHTING WD14D3/175MH120/DB -P WALL TYPE III DISTRIBUTION, FORWARD THROW INDICATED BY ARROW DIRECTION 120 I O F10 PORCELAIN LAMP SOCKET WITH PULL CHAIN (1) 60W 60 LITHONIA VR3C -100M- 120- QRS -LP1 SURFACE PULL CHAIN 120 U 0 DUPLEX RECEPTACLE: 125V, 20A, 18" A.F.F., U.O.N DUPLEX RECEPTACLE: 125V, 20A, +6" ABOVE BACKSPLASH DUPLEX RECEPTACLE: 125V, 20A, TOP HALF SWITCHED, 18" A.F.F. ® SPECIAL PURPOSE RECEPTACLE, RATING AS INDICATED ED PUSHBUTTON CIO BELL $3 $4 $D DIMMER SWITCH $K $M C $P $T WIRING DEVICE LEGEND DOUBLE DUPLEX RECEPTACLES: 125V, 20A, 18" A.F.F., U.O.N RECESSED FLOOR DUPLEX RECEPTACLE RECESSED FLOOR DOUBLE DUPLEX RECEPTACLE BUZZER POWER TYPE PLUG STRIP, LENGTH APPROXIMATELY AS SHOWN POWER /TELECOM TYPE PLUG STRIP, LENGTH APPROXIMATELY AS SHOWN SINGLE POLE SWITCH DUAL LEVEL SWITCH THREE WAY SWITCH FOUR WAY SWITCH KEY OPERATED SWITCH MOMENTARY CONTACT SWITCH PILOT LIGHT SWITCH © PHOTOCELL SPRING WOUND TIMER SWITCH OCCUPANCY SENSOR, CEILING MOUNTED OCCUPANCY SENSOR, WALL MOUNTED OCCUPANCY SENSOR AND OVERRIDE SWITCH COMMUNICATIONS LEGEND WALL MOUNTED TELEPHONE OUTLET 18" A.F.F. U.O.N., STUB 3/4" C.O. INTO ACCESSIBLE CEILING SPACE WALL MOUNTED DATA OUTLET 18" A.F.F. U.O.N., STUB 3/4" C.O. INTO ACCESSIBLE CEILING SPACE e WALL MOUNTED COMBINATION TELEPHONE /DATA DUPLEX OUTLET, 18" A.F.F. U.O.N., STUB 1" C.O. INTO ACCESSIBLE CEILING SPACE f—j JJ TELEVISION CIRCUIT WALL OUTLET. STUB 3/4" C.O. �� LL INTO ACCESSIBLE CEILING SPACE OT THERMOSTAT OUTLET - BACK BOX ONLY. COORD WITH DIV. 15 F WALL MOUNTED CLOCK WALL MOUNTED SPEAKER /CLOCK COMBINATION CEILING MOUNTED SPEAKER RECESSED TELEPHONE AND DATA FLOOR BOX, RUN CONDUIT UNDER FLOOR AND STUB 3/4" C.O. INTO ACCESSIBLE CEILING SPACE �— REVENUE SYSTEM WALL BOX, 18" A.F.F., U.O.N. PROVIDE FLUSH 6 "x6" BOX WITH MAX DEPTH ALLOWED BY WALL THICKNESS. STUB 3/4" C.O. INTO ACCESSIBLE CEILING SPACE. SEE SHEET ER; XX DENOTES DEVICE I.D. tLA \ 5S J -BOX FOR SECURITY SYSTEM DEVICE (PROVIDED BY OTHERS), SEE XX SCHEMATIC DIAGRAM SHEET E10. XX DENOTES DEVICE I.D. CP COURTESY PHONE BY OTHERS. SEE SHEET E10 FOR COURTESY PHONE RISER DIAGRAM. FIRE ALARM LEGEND a FIRE ALARM COMBINATION STROBE /HORN, CANDELA AS NOTED 1 100 (15/75 MIN. IF NOT SHOWN) D- 100 FIRE ALARM WALL MOUNTED STROBE, CANDELA AS NOTED (15/75 MIN. IF NOT SHOWN) F❑ FIRE ALARM PULL SWITCH a FIRE ALARM THERMAL DETECTOR ED FIRE ALARM SMOKE SENSOR AFF AIC ATS BP C. CB CCTV CO COMM CPLC DP FAAP FACP FATC F.C.I.O. F.O.I.C. GFI GFP GND GRS HTR If IG J -BOX OR JB LCP LTG MCA MCC MDP MLO MOP MTD MTS NIC N.T.S. OC OD OH PIV PNL RECEPT SB, SWBD SD SG SW TEL TJB TYP TVSS U.O.N. UG VD VFD WCR WP XFMR ABBREVIATIONS ABOVE FINISHED FLOOR AMPERE INTERRUPTING CAPACITY AUTOMATIC TRANSFER SWITCH BRANCH PANELBOARD CONDUIT CIRCUIT BREAKER CLOSED CIRCUIT TELEVISION CONDUIT ONLY COMMUNICATIONS CONTROL PANEL LIGHTING CONTROL DISTRIBUTION PANELBOARD EXISTING TO REMAIN FIRE ALARM ANNUNCIATOR PANEL FIRE ALARM CONTROL PANEL FIRE ALARM TERMINAL CABINET FURNISHED BY CONTRACTOR, INSTALLED BY OWNER FURNISHED BY OWNER, INSTALLED BY CONTRACTOR GROUND GROUND FAULT INTERRUPTER GROUND FAULT PROTECTION GROUND GALVANIZED RIGID STEEL HEATER AVAILABLE FAULT CURRENT ISOLATED GROUND JUNCTION BOX LIGHTING CONTROL PANEL LIGHTING MINIMUM CIRCUIT AMPACITY MOTOR CONTROL CENTER MAIN DISTRIBUTION PANEL MAIN LUGS ONLY MAXIMUM OVERCURRFNT PROTECTION MOUNTED MANUAL TRANSFER SWITCH NEUTRAL NOT IN CONTRACT NOT TO SCALE ON CENTER OUTSIDE DIAMETER OVERHEAD POST INDICATOR VALVE PANEL EXISTING TO BE REMOVED RECEPTACLE SWITCHBOARD STORM DRAIN SWITCH GEAR SWITCH TELEPHONE TELECOMMUNICATIONS J -BOX TYPICAL TRANSIENT VOLTAGE SURGE SUPPRESSOR UNLESS OTHERWISE NOTED UNDERGROUND VOLTAGE DROP VARIABLE FREQUENCY DRIVE WITHSTAND AND CLOSE RATING WEATHERPROOF (IN -USE FOR RECEPTACLES) TRANSFORMER POWER LEGEND ( b CIRCUIT BREAKER, NUMBER OF POLES, FRAME AND TRIP RATINGS AS INDICATED I T FUSE, RATING AND TYPE AS INDICATED SWITCH, NUMBER OF POLES AND RATING AS INDICATED TRANSFORMER, SIZE AS INDICATED. PRIMARY, SECONDARY AND GROUND CONDUCTOR SIZES AS INDICATED ON TRANSFORMER SCHEDULE o /o I AUTOMATIC TRANSFER SWITCH ELECTRIC MOTOR $M MOTOR RATED SWITCH WITH THERMAL OVERLOAD PROTECTION DISCONNECT SWITCH WITHOUT FUSE. SIZE AS INDICATED. a 0 /4o DISCONNECT SWITCH WITH FUSE(S). SIZES AS INDICATED. COMBINATION STARTER WITH SWITCH, FUSE(S), CONTACTOR AND ®6 0 /40/1 THERMAL OVERLOAD PROTECTION. SIZES AS INDICATED. Q JUNCTION BOX, CEILING MOUNTED 1-01) JUNCTION BOX, WALL MOUNTED Q JUNCTION BOX, FLOOR BOX CONDUIT CONCEALED IN WALLS OR CEILING CONDUIT UNDER FLOOR, IN FLOOR SLAB, OR UNDERGROUND SEE DETAIL 1, SHEET E6 — R— CONDUIT TO BE REMOVED — E— CONDUIT EXISTING TO REMAIN — sD— STORM DRAIN PIPE - — SECURITY SYSTEM WIRE, SECURED TO FENCE a —0 CONDUIT UP CONDUIT DOWN 7 CONDUIT CAPPED ® SHUNT TRIP PUSHBUTTON OR KEY- SWITCH TRANSFORMER ▪ FLUSH MOUNTED PANELBOARD ▪ SURFACE MOUNTED PANELBOARD TERMINAL CABINET ® DISTRIBUTION PANELBOARD /SWITCHBOARD /MCC KILOWATT -HOUR DEMAND METER (DIAGRAM SYMBOL) 8 KILOWATT -HOUR DEMAND METER (PLAN SYMBOL) GROUNDING ELECTRODE; SIZE, TYPE AND INSTALLATION PER NEC 250 SEE DETAIL 3, SHEET E6 Dol -3�5 ccC GFI 01tIG CXWP OIG $0 WIRING DEVICE SUBSCRIPT LEGEND ABOVE COUNTER, +6" ABOVE BACKSPLASH C CEILING MOUNTED GFI GROUND FAULT CIRCUIT INTERRUPTER IG ISOLATED GROUND WP = WEATHERPROOF a LOWER CASE LETTER INDICATES SWITCH CONTROL 6 = NUMBER INDICATES CIRCUIT NUMBER IG ISOLATED GROUND (ONE OF DOUBLE DUPLEX) a LOWER CASE LETTER INDICATES SWITCH CONTROL GENERAL LEGEND 3005 ) CIRCUIT RATING, SEE WIRING SCHEDULE I — A >x AVAILABLE FAULT CURRENT FLAG NOTE #5. SEE ASSOCIATED NOTE ON SAME SHEET. REVISION #X. SEE ASSOCIATED REVISION NOTE. DETAIL CALLOUT: REFER TO DETAIL 1, TAKEN FROM SHEET A, SHOWN ON SHEET B. CIRCUIT DESIGNATION LIGHTING FIXTURE, TYPICAL "F1" INDICATES TYPE PER FIXTURE SCHEDULE. "PB1" INDICATES POWER SOURCE. F1(PB1 -2a) "2" INDICATES CIRCUIT NUMBER. "a" INDICATES SWITCHING. 0 PB1 -4 RECEPTACLE, TYPICAL "PB1" INDICATES POWER SOURCE. "4" INDICATES CIRCUIT NUMBER. EQUIPMENT OR HOMERUN, TYPICAL "PB1" INDICATES POWER SOURCE. PB1 -6 "6" INDICATES CIRCUIT NUMBER. DRAWING LIST E -0 E -1 E -2 E -3 E -4 E -5 E -6 E -7 E -8 E -9 E -10 SYMBOLS AND ABBREVIATIONS SCHEDULES SITE PLAN ONE LINE DIAGRAM & PANEL SCHEDULES POWER, LIGHTING, & SPECIAL SYSTEMS PLANS - OFFICE POWER, LIGHTING, & SPECIAL SYSTEMS PLANS - MAINTENANCE DETAILS POWER, LIGHTING, & SPECIAL SYSTEMS PLANS - CANOPY SERVICE ENTRANCE DETAILS REVENUE SYSTEM DETAILS SECURITY SYSTEM DETAILS A GENERAL NOTES CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE FOR ALL CIRCUITS SHOWN ON DRAWINGS. 2. CONTRACTOR SHALL PROVIDE CONDUIT AND WIRE FROM WALL SWITCHES TO LIGHTING FIXTURES FOR CONTROL OF LIGHTING FIXTURES SHOWN. 3 . LIGHTING FIXTURES SHOWN ON DRAWINGS FOR Q000TM AND CIRCUITING ONLY. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND CEILING TYPES. 4. ALL FEEDERS AND BRANCH CIRCUITS SHALL CONTAIN AN EQUIPMENT GROUND CONDUCTOR SIZED PER NEC TABLE 250 -122. 5. ALL SINGLE PHASE LOADS SHALL BE SERVED BY A DEDICATED NEUTRAL (I.E. EACH SINGLE PHASE CIRCUIT SHALL CONTAIN A SEPARATE NEUTRAL). 6. ALL BRANCH CIRCUITS SHALL BE 3/4 "C, 2 #12, #125 UNLESS OTHERWISE NOTED. WHERE CONTRACTOR CHOOSES TO RUN MORE THAN THREE CURRENT CARRYING CONDUCTORS WITHIN ONE RACEWAY OR CABLE, CONDUCTORS SHALL BE INCREASED IN SIZE TO COMPENSATE FOR THE DEBATING REQUIRED PER NEC SECTION 310- 15(B). CONDUCTOR AMPACITIES SHALL BE TAKEN FROM THE 60•C COLUMN OF NEC TABLE 310 -16. 7. ALL EQUIPMENT SHOWN IN BOLD IS TO BE PROVIDED AND INSTALLED BY CONTRACTOR UNLESS OTHERWISE NOTED. 8. ALL EMPTY CONDUITS SHALL BE CAPPED AND PROVIDED WITH 100 -LB TEST WEIGHT PULL STRING. LABEL CONDUIT CAPS WITH PERMANENT MARKER. FLAG NOTES , SEE SECURITY SYSTEM DETAIL 1, SHEET E10. v PROVIDE A COMPLETE FIRE ALARM SYSTEM (ALL MATERIALS AND LABOR) MEETING ALL APPLICABLE REQUIREMENTS OF THE CITY OF TUKWILA. • CONTRACTOR TO PROVIDE COMPLETE PHONE /DATA SYSTEM FROM OUTLET TO TTB. D PROVIDE POLES WITH FACTORY CUT HOLES TO ALLOW SECURITY CAMERA POWER AND COMMUNICATION CONDUCTORS TO EXIT THE POLE. CONSTRUCTION DOCUMENT I EXPIRES 4/13/02 z• �'/ ' /X � LL Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15046 NE BEL/RED RD BELLEVUE, WA 98007 Fax (425) 843 4807 Tel (425) 843 3123 E —YaB: archeja81aoLeom CASNE ENGINEERING, INC. 355 118TH AVE. SE, SUITE 100 BELLEVUE, WA 98005 (425) 454 -3555 ADDRRON OF SNEERS E7 —E10 1 z /le /oz DATE 5/01/02 SCALE WA DRAWN d.riIXK CONTRACT 0111 -016 COPYRIGHT 2001 CHE OAT GA, INC. RECEIVED CITY OF TUH WILA QUA I G 7002 PERMIT CENTER KEY INDEX QUIK PARK OFF— AIRPORT PARKING FACILITY TA LL x9 S 160th & OLD MILITARY RD. TUKWILA, WASHINGTON SYMBOLS & BREVIATIONS SHEET EO WIRING SCHEDULE TRANSFORMER FEEDER CONFIGURATION KEY CIRCUIT RATING CONDUIT CONDUCTORS TRANSFORMER IDENTIFICATION PREFIX FEEDER CONFIGURATION NONE N G NG NGI NNG NNGI PHASE/ NEUTRAL GROUND/ 10 PRIMARY SECONDARY 15 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 12 12 T 3 PHASE CONDUCTORS CONDUIT GROUND (CIRCUIT SUBSCRIPT: NONE) 3 PHASE CONDUCTORS 1 NEUTRAL CONDUCTOR CONDUIT GROUND (CIRCUIT SUBSCRIPT: N) 20 3/4" 3/4" 3/4" 3/4" 3/4" 3/4 3/4" 12 12 30 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 10 10 40 3/4" 3/4" 3/4" 1" 1" 1" 1" 8 10 TG 3 PHASE CONDUCTORS 1 GROUNDING CONDUCTOR (CIRCUIT SUBSCRIPT: G) 3 PHASE CONDUCTORS 1 NEUTRAL CONDUCTOR 1 GROUNDING CONDUCTOR (CIRCUIT SUBSCRIPT: NG) 50 1" 1" 1" 1 -1/4" 1 -1/4" 1 -1 4 / 1 -1/4" 6 10 60 1" 1 -1/4" 1 -1/4 1 -1/4" 1 -1/2" 1 -1/2" 1 -1/2" 4 10 70 1" 1 -1/4" 1 -1/4" 1 -1/4' 1 -1/2" 1 -1/2" 1 -1/2" 4 8 TGI 3 PHASE CONDUCTORS 1 GROUNDING CONDUCTOR (CIRCUIT SUBSCRIPT: G) 3 PHASE CONDUCTORS 1 NEUTRAL CONDUCTOR 1 GROUNDING CONDUCTOR 1 ISOLATED GROUNDING CONDUCTOR (CIRCUIT SUBSCRIPT: NGI) 80 1 -1/4" 1-1/4 1 -1/4" 1 -1/2" 2" 2 2" 2 8 90 1 -1/4" 1-1/4 1-1/4' 1 -1/2" 2 2 2" 2 8 100 1-1/4" 1 -1/2" 1 -1/2" 2 2 2 2 -1/2" 1 8 TNNG 3 PHASE CONDUCTORS 1 GROUNDING CONDUCTOR (CIRCUIT SUBSCRIPT: G) 3 PHASE CONDUCTORS 2 NEUTRAL CONDUCTOR 1 GROUNDING CONDUCTOR (CIRCUIT SUBSCRIPT: NNG) 110 1 -1/4" 1 -1/2" 1 -1/2" 2" 2" 2" 2 -1/2" 1 6 125 1 -1/4" 1 -1/2" 1-1/2" 2" 2 " 2' 2 -1/2 "' 1 6 150 1 -1/2" 2" 2" 2" 2 -1/2" 2 -1/2" 2 -1/2" 1/0 6 TN NGI 3 PHASE CONDUCTORS 1 GROUNDING CONDUCTOR (CIRCUIT SUBSCRIPT: G) 3 PHASE CONDUCTORS 2 NEUTRAL CONDUCTOR 1 GROUNDING CONDUCTOR 1 ISOLATED GROUNDING CONDUCTOR (CIRCUIT SUBSCRIPT: NNGI) 175 1 -1/2" 2" 2" 2" 2 -1/2" 2 -1/2" 2 -1/2" 2/0 6 200 2" 2" 2" 2 -1/2" 2 -1/2" 2 -1/2" 3 3/0 6 225 2 2 -1/2" 2 -1/2" 2 -1/2' 3" 3' 3" 4/0 4 250 2 -1/2" 2 -1/2" 2 -1/2" 3" 3" 3" 3 -1/2" 250 4 300 2 -1/2" 3" 3" 3 -1/2" 3 -1/2" 3 -1/2" 4 350 4 TRANSFORMER SCHEDULE 350 3" 3 -1/2" 3 -1/2" 4 4" 4 5 50 0 2 400 450 2 x 2' 2 x 2 -1/2" 2 x 2" 2 x 2 -1/2" 2 x 2" 2 x 2 -1/2" 2 x 2 -1/2 2 x 2 -1/2 2 x 2 -1/2" 2 x 3" 2 x 2 -1/2" 2 x 3" 2 x 3" 2 x 3" 3/0 4/0 2 2 KVA CIRCUIT AMPACITY GROUNDING ELECTRODE CONDUCTOR PRIMARY 480V, 3- PHASE, 3 -WIRE SECONDARY 208/120V 3- PHASE, 4 -WIRE 500 2 x 2 -1/2" 2 x 2 -1/2 2 x 2 -1/2 2 x 3" 2 x 3" 2 x 3" 2 x 3 -1/2" 250 1 3 15 15 1/2 "C -1 #8 600 2 x 2 -1/2" 2 x 3" 2 x3" 2 x 3 -1/2" 2 x 3 -1/2" 2 x 3 -1/2" 2 x 4" 350 1 6 15 20 1/2 "C -1 #8 700 2 x 3" 2 x 3 -1/2" 2 x 3 -1/2" 2 x 4" 2 x 4" 2 x 4" 2 x 5" 500 1/0 9 15 30 1/2 "C -1 #8 800 3 x 2.5" 3 x 3" 3 x 3" 3 x 3" 3 x 3" 3 x 3" 73 x 3 -1/2" 3 x 3 -1/2" 3 x 4" 3 x 3 -1/2" 3 x 4 3 x 3 -1/2' 3 x 4" 300 400 1/0 2/0 15 20 50 1/2 "C -1 #8 1000 3 x 3" 30 50 100 1/2 "C -1#6 1200 4 x 2.5" 4 x 3" 4 x 3" 4 x 3 -1/2" 4 x 3 -1/2" 4 x 3 -?/2' 4 x 4" 350 3/0 45 70 150 1/2 "C -1 #6 1600 2000 5 x 3" 6 x 3 -1/2 " 5 x 3" 6 x 3 -1/2" 5 x 3" 5 x 3 -1/2" 6 x 3 -1/2' 6 x 4" 5 x 4" 6 x 4' 5 x 4" 6 x 4" 5 x 4" 6 x 5" 400 500 4/0 250 75 110 225 1/2 "C -1 #2 112-1/2 175 400 3/4 "C -1 #3/0 2500 7 x 3 -1/2" 7 x 3 -1/2" 7 x 3 -7/2 7 x 4 7 x 4' 7 x 4 x 4" 500 350 150 225 500 3/4 "C -1 #3/0 3000 8 x 3 -1/2" 8 x 3 -1/2 8 x 3 -1/2 8 x 4" 8 x 4" 8 x 4" 8 x 4" 500 400 225 350 800 3/4 "C -1 #3/0 300 400 1000 3/4 "C -1 #3/0 CIRCUIT IDENTIFICATION KEY 500 700 1600 3/4 "C -1 #3/0 750 1200 2500 3/4 "C -1 #3/0 SUBSCRIPT CONDUCTORS PER CONDUIT NONE PHASE CONDUCTORS, CONDUIT GROUND N PHASE CONDUCTORS, 1 NEUTRAL CONDUCTOR, CONDUIT GROUND G PHASE CONDUCTORS, 1 GROUNDING CONDUCTOR NG PHASE CONDUCTORS, 1 NEUTRAL CONDUCTOR, 1 GROUNDING CONDUCTOR NGI PHASE CONDUCTORS, 1 NEUTRAL CONDUCTOR, 1 GROUNDING CONDUCTOR, 1 ISOLATED GROUNDING CONDUCTOR NNG PHASE CONDUCTORS, 2 NEUTRAL CONDUCTORS, 1 GROUNDING CONDUCTOR NNGI PHASE CONDUCTORS, 2 NEUTRAL CONDUCTORS, 1 GROUNDING CONDUCTOR, 1 ISOLATED GROUNDING CONDUCTOR CONNECTION TYPE BRANCH CIRCUIT PROTECTION BRANCH CIRCUIT SWITCH FUSE CWR (SEE NOTE -1) REMARKS NEMA 3R, OUTSIDE ATTIC SPACES CDU -1 WALL HEATER DUCT HEATER RADIANT HEATERS P -30,32 P -31,33 PB -11 PB -13 BATS 5/01/02 SCALE WA DRAWN JJM!KK CONTRACT 0111 -0Ib COPYRIGHT 2001 CM 'SAT CIA INC. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL /RED RD BELLEVUE, WA 88009 Fee (425) 843 4802 Tel (425) 843 3123 E -MaiC arebeleeeeLeem CASNE ENGINEERING, INC. 355 ' AVE SE SUITE 100 BE (425) , WA 98005 (425) 454 -555 GENERAL � 2/18/02 REVISIONS RECEIVED GIN CF TJi(N!ILq MA': 1 0 ZOU' PERMIT CENTER KEY INDEX QUIK PARK OFF- AIRPORT PARKING FACILITY S 160th & OLD MILITARY RD. TUKWILA, WASHINGTON SHEET DESIGNATION HP FLA TOTAL KVA VOLT PH EQUIPMENT CONNECTION SCHEDULE POWER SOURCE MCA NOTE -1 CONTROL WIRING AND CONDUIT RESPONSIBILITY: EC= ELECTRICAL CONTRACTOR; MC= MECHANICAL CONTRACTOR FLAG NOTES CONFIRM DISCONNECT SWITCH REQUIREMENTS WITH MECHANICAL UNIT SUBMITTAL PRIOR TO ORDERING. CONNECTION TYPES LEGEND SPC DS FDS M MMS --o o SINGLE POINT CONNECTION o L DISCONNECT SWITCH — 0 0 FUSED DISCONNECT SWITCH I L _J ---0 0 COMBINATION MOTOR STARTER (SEE MOTOR CONNECTION SCHEDULES) 22 o MANUAL MOTOR SWITCH T / NOTE: EQUIPMENT SHOWN IN BOLD IS TO BE PROVIDED AND INSTALLED BY CONTRACTOR UNLESS OTHERWISE NOTED. D01-36C MOTOR CONNECTION SCHEDULE (MCS) - 480V, 3 -PH HP 1/2 3/4 1 -1/2 2 3 5 7 -1/2 35A 50A 10 15 20 25 30 40 50 60 75 100 125 150 200 MOTOR FEEDER SHORT CIRCUIT AND GROUND FAULT PROTECTION (SEE NOTE -1) 15A 15A 15A 15A 15A 15A 20A 30A 70A 70A 100A 100A 100A 125A 150A _200A 300A 300A 400A MOTOR CIRCUIT 20G 20G 200 200 200 20G 200 200 20G 300 400 500 500 700 90G 100G 125G 175G 200G 225G 300G SWITCH 30A 30A 30A 30A 30A 30A 30A 30A 30A 30A 60A 60A 60A 100A 100A 100A 200A 200A 200A 400A 400A MOTOR BRANCH CIRCUIT SHORT CIRCUIT AND GROUND FAULT PROTECTION (SEE NOTE -2) 1.6A 2.25A 2.8A 4A 5.6A 8A 12A 17.5A 20A 30A 40A 50A 60A 80A 100A 100A 150A 175A 200A 250A 350A STARTER SIZE (NEMA) 2 2 2 3 3 3 4 4 4 5 5 5 MOTOR OVERLOAD PROTECTION (SEE NOTE -3) NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -1 THERMAL MAGNETIC BREAKER TRIP RATING. NOTE -2 DUAL ELEMENT TIME DELAY FUSE. NOTE -3 SIZE THERMAL OVERLOAD RELAYS USING TABLE FURNISHED WITH STARTER AND FULL LOAD CURRENT MARKED ON MOTOR NAMEPLATE. MOTOR CONNECTION SCHEDULE (MCS) - 208V, 3 -PH HP 1/2 3/4 1 -1/2 2 3 5 7 -1/2 10 15 20 25 30 MOTOR FEEDER SHORT CIRCUIT AND GROUND FAULT PROTECTION (SEE NOTE -1) 15A 15A 15A 15A 1 GA 20A 35A 50A 50A 90A 125A 125A 150A MOTOR CIRCUIT 200 200 200 200 2UU 200 300 400 400 600 800 100G 125G SWITCH 30A 30A 30A 30A 30A 30A 60A 60A 60A 100A 100A 200A MOTOR BRANCH CIRCUIT SHORT CIRCUIT AND GROUND FAULT PROTECTION (SEE NOTE -2) 3.5A 5A 6.25 10A 12A 17.5A 25A 40A 50A 60A 90A 100A 125A STARTER SIZE (NEMA) 2 2 2 3 3 MOTOR OVERLOAD PROTECTION (SEE NOTE -3) NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 40 50 60 75 200A 400A 400A 400A 150G 200G 225G 300G 200A 200A 400A 400A 175A 200A 250A 4 4 4 300A 5 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -1 NOTE -2 NOTE -3 THERMAL MAGNETIC BREAKER TRIP RATING. DUAL ELEMENT TIME DELAY FUSE. SIZE THERMAL OVERLOAD RELAYS USING TABLE FURNISHED WITH STARTER AND FULL LOAD CURRENT MARKED ON MOTOR NAMEPLATE. CONSTRUCTION DOCUMENT I EXPIRES 4/13/02 0 a w f E2 E7 E2 E7 E2 E7 FREE - STANDING SIGN P -27,29 CANOPY E2 E4 E2 E4 E2 E4 OFFICE E2 E5 E2 5. COORDINATE TRENCHING WITH IRRIGATION PLANS (L6) AND IRRIGATION CONTRACTOR. 6. COORDINATE TRENCHING WITH LANDSCAPE PLANS. DO NOT ROUTE CONDUIT UNDERNEATH TREES. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL /RED RD BELLEVUE, WA 98007 Fez (425) 849 4807 Tel (4251 843 3123 E -MAC orcRcja®aoLCam CASNE ENGINEERING, INC. 355 118TH AVE SE SUITE 100 BELLEVUE 4- 98005 (425) 454 -3555 DATE 3/01/03 9CA,6 I••4d -d DRAWN 1PI154K COMA. 0111 -016 COPYRIGHT 2001 AEC MT CIA INC. RECEIVED GIN OF TUKN /ILA NAr 1 0 1002 PERMIT CENTER KEY INDEX QUID PARK OFF- AIRPORT PARKING FACILITY S 160th & OLD MILITARY RD. TUKWILA, WASHINGTON SHEET J I, 7(P- 12,14) III C %y- F7(P- 12,L4) F74P- 12,14) \,J -1 J _J ) B2 M -10 B1 M -10 C _a F7(P -1271A 75P- 16,18) MAINTENANCE BUILDING E2 P E5 r I II . SO F7(P- 20,22) 4- 1; =— I I I I �— F7(P1- 1p 18) 1 1 i il F7(P -2 22) h /(P- 16,18y N-12 M -12 C2 M -12 _C C1 M -12 F7(P -2072) F75-16,18) M 12 t- -- G1 TO PNL -P L G2 (1 1 F7(P- 16,18) SITE PLAN GRAPHIC SCALE: ' s i I w r I i 0 20' 40' 80' F7(P- 20,22) C T) 160' ! II F7(P- 24,26) ( I II 1L M_12 F7(P -20 22)_; E2XP- 24,26).! =I! - - I 1 �.s� hn F -71 -2- jI �zelc€RL� sjGN� P- 35,371 I OENEZAL NOTES CONTACT INFORMATION: AT &T: CRAIG RALSTON (253) 437 -6895 (OFF), (206) 423 -7794 (CELL) CITY OF TUKWILA: DAVE McPHERSON (206) 433 -0179 QWEST: RICHARD CLARY (206) 345 -4476 SEATTLE CITY LIGHT: ANN ALBERTSON (206) 386 -4274 2. COORDINATE UNDERGROUND CONDUIT INSTALLATION WITH CIVIL DRAWINGS AND OTHER UNDERGROUND UTILITIES SUCH AS STORM DRAINS. 3. SEE GENERAL NOTE 6, SHEET ED FOR DERATING MULTIPLE CONDUCTORS IN ONE CONDUIT. 4. SEE DETAIL 1, SHEET E6 FOR CONDUIT INSTALLATION. ELAO NOTES PERMANENT POWER FEED TO ACKERLY SIGN. INTERCEPT EXISTING TIMER BOX. REMOVE TEMPORARY POWER FEED. ROUTING IS DIAGRAMMATIC. CONTRACTOR TO ADJUST ROUTING TO MEET FIELD CONDITIONS. SEE AND COORDINATE WITH CASNE ENGINEERING DRAWINGS UG -El TO UG -E4. ® STORM DRAIN AND PIPE LOCATIONS SHOWN FOR COORDINATION WITH PLACEMENT OF PARKING LOT LIGHT EQUIPMENT. SEE CIVIL DRAWINGS FOR FINAL LOCATIONS. CONSTRUCTION DOCUMENT EXPIRES 4/13/02 PANEL: P BUS RATING 400 MAN: MLO AIC: 18000 CONSTRUCTION: - VOLTS: 120/240 PH: 1 WIRE: 3 CIRCUITS: 42 MOUNTED: SURFACE LUG FED: NONE DESCRIPTION BKR A B BKR DESCRIPTION SUNSET 1 COMNIIIBEIMFBRom WWI 1 080 MIME 900 Mill �LIL1� I IOMMI WQ LIGHTING BLDG -INT 2 MEM LIGHTING BLDG -EXT EN 1 M 001 11 1 01.61 111111•11/Kfall SC PUS WTR HTR sQ IWIYAII SUNSET SUNRISE u SPA E SUNSET 9 MSC ECLP1 - REF RIG VENDING 112111 WJQ 800 1 - 111111111111111111M1 wyM SPA -/- E - RADIO /REV SYS 11 SPARE - 13 RECEPT OFF /104 105 20 1080 1300 - I - - - LIGHTING CKT 12 P2 4 15 RECEPT OFF ;106 20/ 20 1 540 1 1600 20/2 LIGHTING PKG LOT 6 17 RECEPT 19 MECH 21 RECEPT IG'S GARB K DISP TCHEN GFI 20 �Q�y' ROM 600 , 1600 900 B E 600 L L - MI - - K© LIGHTING LIGHTING CKT 16 P2 PKG LOT 18 20 LIGHTING CKT 20 P2 22 23 MISC TTB 20 400 600 20 2 LIGHTING PKG LOT 24 25 MISC SERVER 20/ 600 I 600 -/- LIGHTING CKT 24 P2 26 27 MISC 29 MISC FREE FREE -ST SIGN -ST SIGN 20/ I S0' 1 1000 1 240 20/1 30 2 MISC MECH CRAWL SPACE CDU -1 mo ^J � i 31 MECH AH -1 I • ) •� MESS_. _ .cKT_;Q� 33 MECH CKT 31 P2 `O I 2412 180 •Q IE7Q RECEPT GFI SRV ENTR MISC SEC SYS 35 MIKOMICEINIMBEIMILYZA 37 YL mfd IWAII 20 1 r i L - 7884 !I! [ I immiligniffjja Imbultisiftwillisgliwitei - - P ANEL P2 c� ®® 39 ISPARE 411 SPARE - - CKT 40 P2 PRASE - VW' I • TYPE CONNECTED LIGHTING 15240 RECEPT 8460 MECH 14544 MISC 24940 KITCHEN 0 COMPUTER 0 23'.8 4 37232 10KVA AT 125% OF LARGEST, DEMAND NEC X 125% 19050 100 %, REST AT 50% 8460 REST AT 100% 15750 X 100% 24940 (98 CKTS) X 65% 0 X 100% 0 TOTAL VA 63184 TOTAL VA ( 68200 TOTAL AMP 263 TOTAL AMP ( 284 PANEL: P2 BUS RATING 225 MA N: MLO AIC: 10000 CONSTRUCTION: CONSTRUCTION VOLTS: 120/208 PH: 1 WIRE: 3 CIRCUITS: 30 MOUNTED: MOUNTED LUG FED: NONE DESCRIPTION BKR A B BKR DESCRIPTION 1 PANEL M 60/2 -/- 6472 1 6260 4000 1 3384 60/2 -/- PANEL PB - CKT 28 P2 2 4 3 - CKT 39 P2 5 MISC SEC RECORD 20 1 390 1 100 20/ MISC SEC -PARK LOT 6 7 MISC REV SYS 20/ 500 I - 20/ SPARE - 8 9 SPARE - 20/ - 1 730 20/1 MISC SEC - CANPY /OFF10 11 SPARE - 20/ - I - 20/1 SPARE - 12 13 SPARE - 20/ - - 20 1 SPARE - 14 15 SPARE - 20/ - I - 207 SPARE - 16 17 SPARE - 20/ - - 20/ SPARE - 18 19 SPARE - 20/ - I - 20/ SPARE - 20 21 SPARE - 20/ - I - 20/ SPARE - 22 23 SPARE - 20/ - I - 20/1 SPARE - 24 25 SPARE - 20/ - I - 20/ SPARE - 26 27 SPARE - 20/ - I - 20/ SPARE - 28 29 SPARE - 25/ - I - 13952 7884 20/ SPARE - 30 PHASE VA TOTALS TYPE CONNECTED DEMAND NEC LIGHTING 3156 X 125% 3945 RECEPT 1980 10KVA AT 100 %, REST AT 50% 1980 MECH 4800 125% OF LARGEST, REST AT 100% 5300 MISC 11900 X 100% 11900 KITCHEN 0 (98 CKTS) X 65% 0 COMPUTER 0 X 100% 0 TOTAL VA 21836 TOTAL VA 23125 TOTAL AMP 105 TOTAL AMP 111 LCP SCHEDULE CKT ON OFF NOTES P -4 SUNSET SUNRISE ASTRONOMICAL CLOCK P -12,14 SUNSET SUNRISE ASTRONOMICAL CLOCK P -16,18 SUNSET SUNRISE ASTRONOMICAL CLOCK P -20,22 SUNSET SUNRISE ASTRONOMICAL CLOCK P -24,26 SUNSET SUNRISE ASTRONOMICAL CLOCK MISC RAD HTRS 20 1 1080 1 100 300 20/1 MISC. PRK LOT SEC 10 :(SPARE 209 SIGN RCPT - 1 300 20/1 MISC PRK LOT SEC 20/1 _ 1 1 1000 20/ MISC CANOPY SIGN 5 SPACE - -/- WALL HEATR - I //- SPACE - 16 17 SPACE - -/- - I - RADIO /REV SYS -/- SPACE - 18 19 SPACE - -/- - I - /- SPACE - 20 MECH EXH FAN 20/1 300 1 500 20/ MISC SIGN RCPT 10 11 MECH DUCT HEATR 20/1 500 1 1000 20/ MISC CANOPY SIGN 12 13 MECH WALL HEATR 25/1 2000 1 500 20/ MISC RADIO /REV SYS 14 15 LIGHTING PAYBOOTH 20/1 144 I - 20/ SPARE - 16 7 SPARE - 20 1 - I - 20/ SPARE - 18 9 SPARE - 2071 - I - 20/ SPARE - 20 PANEL: M BUS RATING 60 VOLTS: 120 /240 PH:1 ECEPT RECEPT S MA N: 60 WIRE: 3 20 AIC: 10000 CIRCUITS: 20 720 1152 CONSTRUCTION: - MOUNTED:FLUSH LUG FED: NONE B.• 1 C_I� 20 1 LIGHTING INTERIOR ' 2 3 RECEPT RECEPT W 5 RECEPT RECEPT NE IRRIG CNTRL 20/ 20/1 PHASE VA TOTALS 720 1 2700 6472 20/1 30/2 -/- MISC 540 I 260 4000 LIGHTING EXTERIOR ,4 MISC COMPRESSOR '6 CKT 6 P2 8 TYPE LIGHTING RECEPT MECH MISC KITCHEN COMPUTER CONNECTED 1412 1980 0 7080 0 0 TOTAL VA 10472 TOTAL AMP 44 DEMAND X 125% 10KVA AT 100 %, REST AT 50% 125% OF LARGEST, REST AT 100% X 100% (98 CKTS) X 65% X 100% NEC 1765 1980 0 7080 0 0 TOTAL VA 10825 TOTAL AMP 45 BUS RATING 60 VOLTS: 120/208 PH:1 3 5 PANEL: PB DESCRIPTION MECH GATE ARMS MECH CKT 1 P2 MECH REV SYS CKT 5 P2 23 SPARE 20/1 21 SPARE ALA N: MLO WIRE: 3 BKR 20/2 -/- 20/2 20/ AIC: 10000 CIRCUITS: 24 625 1 1600 375 I 360 PHASE VA TOTALS 6260 625 I 240 CONSTRUCTION: CONSTRUCTION MOUNTED:FLUSH LUG FED: NONE BKR 20/ 20/ 20/ 375 I 500 20/1 MISC DESCRIPTION LIGHTING CANOPY LIGHTS M SC SEC MONITORS M SC COMP /SEC SYS 20 SIGN RCPT 2 4 6 8 - I - 20/ SPARE 24 3384 TYPE CONNECTED LIGHTING 1744 RECEPT 0 MECH 4800 MISC 3100 KITCHEN 0 COMPUTER 0 TOTAL VA 9644 TOTAL AMP 46 DEMAND X 125% 10KVA AT 100 %, REST AT 50% 125% OF LARGEST, REST AT 100% X 100% (98 CKTS) X 65% X 100% NEC 2180 0 5300 3100 0 0 TOTAL VA 10580 TOTAL AMP 51 A NORMAL POWER SERVICE ENTRANCE DISCONNECT 400A, 3W, 10 1 2405 ALTERNATE POWER SERVICE ENTRANCE DISCONNECT 100A, 3W, 10 2405 200A, 120/240V, 10, 3W, AIC= 10KAIC CIRCUITS: 400A, 120/2405, 10, 3W, AIC= 18KAIC EX E3 ONE LINE D I ASRAM N.T.S. D I 31.05 FLAS NOTES DO NOT PROVIDE MAIN BONDING JUMPER. CONDUCTORS HAVE INCREASED FOR VOLTAGE DROP. PROVIDE 200 U 0 N AT ALL LOCATION LIGHTING CONTROL PANEL (LCP) SHALL BE DOUGLAS #WR6162 WITH (8) 2 -POLE RELAYS, PWE3- W24M -S3 HOUSING Sc COVER, WR- 4075 -120V TRANSFORMER, AND WTC ASTRONOMICAL CLOCK. CONTRACTOR TO MAKE ALL NECESSARY CONNECTIONS. MANUFACTURER TO PROVIDE INTEGRAL TERMINAL BLOCKS TO ALLOW CONNECTION OF CONDUCTORS UPSIZED FOR VOLTAGE DROP, AS SHOWN ON SHEET E3. SEE LCP SCHEDULE FOR ALL LCP CONTROLLED CIRCUITS. 2 CIRCUITS IN ONE CONDUIT. SIZE CONDUIT PER E4. PROVIDE LOCKABLE BREAKERS FOR CIRCUITS SERVING THE FACP AND SECURITY SYSTEM PANELS. PROVIDE IDENTIFICATION LABELS ON BREAKERS AS "FIRE ALARM CONTROL PANEL" AND "SECURITY SYSTEM PANEL." SEE PANEL SCHEDULE FOR DEVICE RATINGS. PROVIDE NEMA 3R CT CABINET AND METER BASE PER SCL REQUIREMENTS A C> NOT USED. "S.E." TED 10 CONTRAC TO REMOVE DISCONNECT. MAIN BONDING JUMPER. FUTURE, BY OTHERS. MAXIMUM SIZE: 11 20kW, 10, 3W, 120/2405. INLET FOR GENERATOR CONNECTION. 12 HUBBELL #HBL310B6W WITH BACKBOX #BB100N AND WATERTIGHT CAP #PC100 OR EQUAL. > PROVIDE HANDHOLE(S) AS NECESSARY (1'W X 2'L X 1'D) LOCATE ON ISLANDS. CONSTRUCTION DOCUMENT EXPIRES 4/13/02 IS Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL /RED RD BELLEVUE, WA 98007 Fax (425) 843 4807 Tel 14261 843 3123 E —Mail: arebole®eoLOOm CASNE ENGINEERING, INC. "' .111 AVE. SE, SUITE 00 BELLEWE, WA 98005 (425) 454 -3555 REVISION TO CANOPY PLAN 1 2/18/02 2 z /111 /m CHANGE OP P.OS. WATER HEATER EMERGENCY GENERATOR *000108 3 2/18/02 PANEL —P2 ADOIRO8 4 2/18/02 5 2/ N T / ED LOADS KEY INDEX L UIK PARK OFF — AIRPORT PARKING FACILITY S 160th & OLD MILITARY RD. TUKWILA, WASHINGTON ONE LINE ;9T / /,DIAGRAM (Sc SCHEDS DATE 3/01/02 SCALE WA DRAWN JJVCAK CONTRACT 0III -016 COPYRIGHT 2001 CHIC 3AT CIA, INC. SHEET E3 i GENERAL NOTES 1. CONDUIT ROUTINGS ARE DIAGRAMATIC. 2. BRANCH CIRCUITS ARE NOT SHOWN. 3. COORDINATE ALL FIRE ALARM WORK WITH NORM BERG AT SIEMENS (425) 882 -0712, OR EQUAL. FLAG NOTES FOR CLARITY ONLY ONE CONDUIT IS SHOWN. PROVIDE 3/4" x 48" x 48" PLYWOOD BOARD PAINTED WITH GRAY FIRE RETARDANT PAINT. PROVIDE #6 GROUND WIRE TO SERVICE GROUND. SECURITY SYSTEM STUB UP CONDUIT WITH COMMUNICATION CONDUCTORS STUB UP 3 ",6" FROM BOTH WALLS. SEE SECURITY SYSTEM DETAIL 1, SHEET E10. PROVIDE PHENOLIC LABEL FOR EACH SWITCH DESCRIBING THAT SWITCH'S OPERATION. VERIFY EXACT LOCATION AND MOUNTING HEIGHT OF FIRE ALARM CONTROL PANEL AND MONITORING PANEL. LOCATE DEDICATED POWER J -BOX ACCORDINGLY. I NOT USED. VERIFY EXACT LOCATION WITH ARCHITECTURAL PLANS. I:2> SEE DETAIL 5, SHEET E6. FIRE ALARM EQUIPMENT SHALL BE SPECIFIED SIEMENS MODELS AS FOLLOWS (OR EQUAL): FACP: MXL -IQ MONITORING PANEL: STU-1 1 SMOKE DEFECTOR: FP -11, DB -11 BASE HEAT DETECTOR: FTP -11, DB -11 BASE PULL STATION: MSI -20 STROBE: U -MCS HORN /STROBE: U- MHT -IG 71 NOT USED. I> COORDINATE WITH UTILITY REPRESENTATIVE. SEE CASNE DRAWING UG-E1 , SEPARATELY ISSUED PLAN SET. > LOCATE WITHIN 25' OF HVAC UNIT, LOCATED IN ATTIC SPACE. > DEDICATED RECEPTACLE FOR POINT -OF- SOURCE WATER HEATER. > DEDICATED DUPLEX RECEPTACLE FOR REVENUE SYSTEM. > DEDICATED DOUBLE DUPLEX RECEPTACLE FOR SECURITY RECORDERS. 17 STUB (2) SPARE CONDUITS FOR FUTURE EXPANSION INTO FLOOR. CAP CONDUIT. ROUTE CONDUITS EAST TO HANDHOLE. SEE DETAIL 2, SHEET E7. ROUTE LOW VOLTAGE WIRING FOR OFFICE CAMERAS TO FLUSH J -BOX IN WALL. COORDINATE WITH SECURITY SYSTEM INSTALLER. SEE SCHEMATIC DIAGRAM SHEET E10. STUB UP 4" CONDUIT +6" A.F.F. AND CAP ADJACENT TO TTB UNTIL READY TO USE. - 1 I D EXHAUST FANS IN RESTROOMS SHALL BE CONTROLLED BY LIGHT SWITCH. POWER PLAN GRAPHIC SCALE: 0 1' 2' 4' 8' 16' 0 1' 2' 4' 8' 16' E2 E4 GRAPHIC SCALE: L I C HT I NC PLAN 0 1 ' 2' 4' 8' 16' r —I WP /GFilO P -5 li- - _ PISP9 l� II GF; - .= u+IG IB£ =AK 2 M f ! I I ru 03B i ! L ! i l � 1 1 11 I ' I F F ;I rill il� - U ,EX I AG GOUNTI6 LT loa If - 1 =� -- I!`J H I I I ! LOBBY L._— UNGI -9/ i— l I I � � i I 13REA ;zo r � I / t - I I J [4_2 I I LL l I r =J D � . � . l_� T t 1 ❑ iL�, D I � 75 � - -� � � 1 -� -- -- - - - --" - � <,�..- �� - - - - -- - - --�<" ' ' - t om SPED I AL SYSTEMS PLAN p E2 E4 GRAPHIC SCALE: DOk3&5 TO MAINT BLDG PNL -M _ Il i ot=r- -Ice !r � I P - 3 105 t L - P -13 Ik ] P - 17 ' I / I I A P -3 / I IP -13 P -3 WP /GFI TO SECURITY SYSTEM DEVICES< 1"C FOR FIRE ALARM r0 MAINTENANCE 1 "C FOR PHONE TO MAINTENANCE BLDG. i ❑ FACP\ MONITORIN PANEL TTB P -23- 4 P -25 I P -3 ROOM � I!OP 6 i W ' - WLCP i P -13 I P -15 L088Y P-38 / / Lou 7 J L___----/ -' TO QWEST HANDHOLE Q1 SEE ELEC. SITE PLAN E2 a N •�c I-- ' © MN r `TO ql1 &T HANDHOLE ATT1 < BLEG ; . - - .. r 10, �� 1 1 1 1 SPARE TO PAY BOOTH j 1 1 "C FOR PHONE a 1 TO PAY BOOTH WP /GFI P -34 'F — T --- 3 Ti I I1 b r I FF I r ; I f _.._ i , I \_ I 11 - �9i 1 I II F n I — _J �, I III i o �,_ II I �I �P -2c) 1 • F 2(P_ 2 c)_ 1 - _ ROOM o? I F1(P -2c) IT .,_ , I ��l 1 t vs, ;4 i t 1 r. - - - F10(P-28)11 I ( �� Il C7 r � � -_�• F F I I c) �. 1 - O O I I I F1 ,) I I I T F1 (P - 2k,I) I 7(R=SN F2 ( P _ 2 � F2(P 2c) 1 1 - H - cL �__ L1 II (P -2a,b) 1(P -2a,b) F1(F -2 F5(P -4)g E4 E8 E4 E8 TO PAY BOOTH PNL -PB P -30,32 CONSTRUCTION DOCUMENT I EXPIRES 4/13/02 ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL/RED RD BELLEVUE, WA 95007 Fax (425) 843 4807 Tel (425) 843 3123 E -Mail: erchoja0§oLOOm CASNE ENGINEERING, INC. 355 118TH AVE. SE SUITE 100 BE(L25 4 4- 58505 (425) 454 -3555 GENERAL REVISIONS 1 2/19/02 RECEIVED ^,ITY aE TUKW ILA :1Ii I 0 1002 PERMIT CENTER KEY INDEX OUIK PARK OFF— AIRPORT PARKING FACILITY - S 160th & OLD MILITARY RD. = TL/KWILA, WASHINGTON PWR, LTG 8c .SPEC. SYS. INS—OFFICE DRAWN J.F.K CONTRACT 0III - 0I6 COPYRIGHT 2001 MX ShT CIA INC. SHEET BY OTHERS 1 Et E6 E3 E6 TRENCH DETAIL NEUTRAL SURFACE IN ACCORDANCE WITH FINAL REQUIREMENTS -SOD IN LAWN AREAS, ASPHALT IN PAVED AREAS PER NEC 250 -122 BACKFILL - PER CIVIL SPECIFICATIONS INSTALL YELLOW PLASTIC IDENTIFICATION STRIP THE FULL LENGTH, LABELED "DANGER" (OR SIMILAR) 6" OR MORE OF CLEAN SAND OR APPROVED EXCAVATED MATERIAL UTILITY TRANSFORMER BY OTHERS EQUIPMENT BONDING CONDUCTOR SIZED PER NEC 250 -66 N.T.S. GROUNDING ELECTRODE - CONNECT TO MADE ELECTRODE, BUILDING STEEL, AND METAL UNDERGROUND WATER PIPE MEETING THE SYSTEM REQUIREMENTS OF NEC 250 -50 PROVIDE MAIN BONDING JUMPER \ SIZED PER NEC 250 -28, U.O.N. \ BONDING JUMPER SIZED GROUNDING DETAIL< N.T.S. 5 -0" HANDHOLE METALLIC SHRINKAGE RESISTANT GROUT CHAMFER E2 E6 r I> r I o — -1 I I I 1 �— °I • 4.DI — i i — { ° - 1 I I I °I I 36" DIA. SECTION VIEW POLE VOLE BASE DETAIL 70 COVER PLATE BUSHING LEVELING NUTS (TYP.) POLE BASE PLATE "— PVC CONDUIT VERIFY 36" OF SLACK CONDUCTORS AT BASE OF POLE. PROTECT WITH PLASTIC COVERING AND PLUG CONDUITS UNTIL POLE INSTALLATION TO PREVENT WATER COLLECTING IN CONDUITS. (3) #30 REINFORCING STEEL HOOPS WITHIN TOP 5" GRADE GALV. RIGID STEEL CONDUIT ANCHOR BOLTS SUPPLIED WITH POLE, INSTALL PER MANUFACTURERS INSTRUCTIONS PLAN VIEW CONCRETE STEEL REINFORCING BAR CAGE WITH DIAMETER 4" LESS THAN DIAMETER OF CONCRETE BASE. 6 #5 VERTICAL BARS WITH #3 HORIZONTAL HOOPS ON 12" CENTERS TIES TO VERTICAL BARS. ROUND FORMED CONCRETE BASE N.T.S. BOLT PATTERN PER MANUFACTURERS SPECIFICATIONS 4 TSP #18 MONITORING PANEL CKT. P -38 A I (0 - 5 2 #14 THNN, TYP. #16 AWG, TYP. EIRE ALARM RISER FLAG NOTES SCHEDULE 40 PVC CONDUIT (EXCEPT CONDUIT SWEEP /TRANSITION TO POLE BASE, WHICH SHALL BE GRS CONDUIT). SEE LIGHTING FIXTURE SCHEDULE. SEE ONE LINE DIAGRAM FOR ADDITIONAL REQUIREMENTS. COORDINATE WITH SCL. NOT USED. NOT USED NOT USED NOT USED NOT USED NOT USED. > COORDINATE WITH OWNER FOR INSTALLATION OF COMMUNICATION CONDUITS THAT MUST BE ROUTED WITHIN THE POLE BASE FOR SECURITY DEVICES AND COURTESY PHONE WIRING. N.T.S. CONSTRUCTION DOCUMENT EXPIRES 4/13/02 Catvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15149 NE BEL /RED RD BELLEVUE, WA 88007 Fez (425) 843 4807 Tel (425) 543 3121 E -Mail arche)aWeeLcom CASNE ENGINEERING, INC. 355 118TH AVE. SE, SUITE 100 BELLEVUE, WA 98005 (425) 454 -3555 1 2/18/02 REVISIONS F.ECEIVED ^IT'! � =TUM.N /ILA MT' L102 NE.IT CENTER KEY INDEX QUIK PARK OFF— AIRPORT PARKING FACILITY S 160th & OLD MILITARY RD. TUKWILA, WASHINGTON F '�Y1D E TA I LS DATE 3/01/02 scut WA mum, •LPARKK CONTRACT 0III -018 COPYRIGHT 9001 cw SAT GA INC. SHEET E6 POWER FLAN C GRAPHIC SCALE: E2 E4 ' GRAPHIC SCALE: SPECIAL SYSTEMS FLAN a E2 E4 GRAPHIC SCALE: LISHTINS PLAN 2 C SFARETO ROOM 104 SECURITY SYSTEM PB -12i, F9(PB -2a) O Y BOOTH f( PB -1 3,00 p._1 3 F9(PB -2a) it — -- -- 0 - - -r+ .lt • - -- --- ----- -- - - - F9(PB -2b) 1"C TO 11 OFFICE BO OFFICE BLDG SENERAL NOTES CONDUIT ROUTINGS ARE DIAGRAMATIC. 2. BRANCH CIRCUITS ARE NOT SHOWN. 3. COORDINATE ALL FIRE ALARM WORK WITH NORM BERG AT SIEMENS (425) 882 -0712, OR EQUAL. 4. COORDINATE ALL SECURITY SYSTEM WORK WITH ROBERT STRAUB. (206) 291 -1400 FLAS NOTES ROUTE EMT CONDUIT BETWEEN FIXTURES IN CANOPY CEILING SPACE; USE GRS CONDUIT WHERE EXPOSED. CONTROL LIGHTS VIA WALL SWITCH. WALL MOUNT FIXTURE FLUSH WITH BOTTOM OF BEAM. L COORDINATE SWITCHES AND RECEPTACLES WITH CABINETRY. SEE DETAIL 1 ON SHEET E9; ALSO SEE ARCHITECTURAL PLANS. GATE MOTORS. PROVIDE ALL ELECTRICAL CONNECTIONS IN STUB -UP CONDUIT FROM PAY BOOTH ELECTRICAL PANEL AND CONTROLS WITHIN PAY BOOTH. VERIFY MOTOR RATINGS, EXACT LOCATION, QUANTITY, AND OTHER REQUIREMENTS. MOUNT 6" BELOW CEILING. PROVIDE SWITCHING AS INDICATED. ROUTE CONDUIT CONCEALED IN CANOPY. r> FLUSH MOUNTED AND WEATHERPROOF J -BOX FOR FUTURE SIGN. COORDINATE EXACT LOCATION WITH THE OWNER. TICKET SPLITTER. PROVIDE ALL ELECTRICAL CONNECTIONS IN STUB -UP CONDUIT FROM PAY BOOTH ELECTRICAL PANEL AND CONTROLS WITHIN PAY BOOTH. VERIFY EXACT LOCATION, QUANTITY, AND OTHER REQUIREMENTS. PAYPOINT. PROVIDE ALL ELECTRICAL CONNECTIONS IN STUB -UP CONDUIT FROM PAY BOOTH ELECTRICAL PANEL AND CONTROLS WITHIN PAY BOOTH. VERIFY EXACT LOCATION, QUANTITY, AND OTHER REQUIREMENTS. • DEDICATED DOUBLE DUPLEX RECEPTACLE FOR REVENUE SYSTEM AND RADIO SYSTEM. SEE DETAIL 1, SHEET E9 FOR REVENUE SYSTEM CONDUIT LOCATION. 10 EXHUAST FAN CONNECTED TO WALL SWITCH. VERIFY EXACT LOCATIONS. 11 J -BOX FOR DUCT HEATER. VERIFY EXACT LOCATION. SEE EQUIPMENT CONNECTION SCHEDULE, SHEET E1. L> J -BOX FOR WALL HEATER. VERIFY EXACT LOCATION. SEE EQUIPMENT CONNECTION SCHEDULE, SHEET E1. 13 J -BOX FOR CAMERA PAYBOOTH LOW VOLTAGE POWER SUPPLY, +18" AFF. > PROVIDE ONE CONCRETE HANDHOLE (1'W X 2'L X 1'0) 1:2> PROVIDE PHENOLIC LABEL FOR EACH SWITCH DESCRIBING THAT SWITCH'S OPERATION. > COORDINATE STUB -UP WITH OWNER. CONSTRUCTION DOCUMENT EXPIRES 4/13/02 DATE 3701/02 SCALE V4 URAFN J.FMKK CONTRACT 0111 -016 COPYRIGHT 2001 CHK 3AT CIA. INC. Calvin Jordan Ass +> dates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL/RED RD HELLEVUE. WA 98007 Fax (425) 843 4607 Tel (425) 843 3123 E —Me D: ere0cle0eoLeom CASNE ENGINEERING, INC. 355 118TH AVE. SE, SUITE 100 BELLEVUE, WA 98005 (425) 454 -3555 QADD OF CANOPY PLAN RECEIVED CITY aF TIIF:WILA M @' U Z0p[ PERMIT CENTER KEY INDEX QUID PARK OFF— AIRPORT PARKING FACILITY S 160th & OLD MILITARY RD. TUKWILA, WASHINGTON WOUSIMIFIO PWR, LTG 8c SPEC. SYS. ir ir�,9cNS— CANOPY SHEET E7 i tt PNL -P2 LCP PNL -P MTS 13" MIN. CLEA SERVICE ENTRACE 1 E4 E8 DETAIL PLAN GRAPHIC SCALE: 0 3" 6" 1' 2' 3' 4' - GENERATOR. INLET BELOW CIRCUIT BREAKER - ALTEl2NAC POWER SERVICE E17 - RANCE DISCONNECT NORMAL POWER SERVICE ENTRANCE DISCONNECT CT & METER 42" MIN. CLEAR CDU D Q NORMAL POWER >> SERVICE ENTRANCE DISCONNECT -\ CDU SLC METER SERVICE ENTRANCE 2 E4 E8 ELEVATION GRAPHIC SCALE: 0 3" 6" 1 ' to j 2' BUILDING L 3' 4 ' MTS LOCATED ET INTERIOR WALL OF ELECTRICAL ROOM ALTERNATE POWER SERVICE ENTRANCE <1‹ DISCONNECT FLAS NOTES VERIFY AND COORDINATE INSTALLATION REQUIREMENTS WITH SCL. DIMENSIONS ARE APPROXIMATE. PROVIDE PHENOLIC LABELING WITH INDIACTED DESCRIPTION. MOUNT EQUIPMENT TO ALLOW DIRECT CONDUIT ENTRY INTO MTS LOCATED ON INSIDE WALL. INLET FOR GENERATOR CONNECTION. CONSTRUCTION DOCUMENT EXPIRES 4/13/02 Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL /RED RD BELLEVUE, WA 98007 Fax (426) 649 4807 Tel (425) 849 3123 E-WE ercheleOcoLCOm CASNE ENGINEERING, INC. 355 118TH AVE. SE. SUITE 100 BELLEVUE. WA 98005 (425) 454 -3555 AODRION OF ALTERNATE POWER 2/18/02 RECEIVED .li. „TDKWILN ,wr . %oat PERMIT CENTER KEY INDEX QUIK PARK OFF- AIRPORT PARKING FACILITY S 160th & OLD MILITARY RD. TUKWILA, WASHINGTON SERVICE ..ENTRANCE ; TAILS /J DMZ 5/OV02 3C/RE WA DRAW J.7 CONTRACT 0111 -016 COPYRIGHT 2001 590r OAT CAA. INC. SHEET E8 1 1 1 REVENUE SYSTEM CONDUIT SCHEDULE LANE FROM TO SIZE NOTES 1 01 F 3/4 5 1 F B 3/4" 2 1 B L11 1/2" 4 2 B L12 1/2" 4 GATE 2,3 2 01 E 3/4" 5 2 E A 3/4" 2 A L21 1/2" 4 2 A L22 1/2" 4 3 01 D 3/4" 5 3 D L31 1/2" 4 3 D L32 1/2" 4 4 01 G 3/4" 5 4 G C 3/4" 4 C L41 1/2" 4 4 C L42 1/2" 4 5 01 H 3/4" 5 H I 3/4" 01 02 2" 5,6,7 01 02 2" 5,6,7 REVENUE SYSTEM FIXTURE SCHEDULE I.D. DEVICE NOTES A GATE 2 B GATE 2 C GATE 2 D GATE 2 E TICKET SPITTER 1 F TICKET SPITTER 2 G PAYPOINT 2 H GATE 2,3 IC) 1 I I I 1 � 1 1 I I II I j 1\\ \ i_ j- \\ _- _____... _ __. _ __ �I _ \\ I — -- 1 h ! OFFICE I 1 1 L22- I lkf I Lim - - 1 1 I I I A BII ( 1 PAYBOOTH ! • o, ! 1 II l I ! rE I . _ _ I I 11 TI I I LANE 2 I I i E I 1 I 1 I L21 I —.. 1.. __ i . / 1 1 I F till --1 1 1 11 LANE 1 I 1 1 I 1 II 1 1 L11 la I _L_ __ -__ _ -._ __ 1 -_. -..__ i \— —/ I SEE REVENUE SYSTEM FIXTURE SCHEDULE, .I TYP. T ± L i I II 11 I I 1 1 � 1 P i I I II 1 II ; 1 I I I l L - —H - - ---- __ _ r 1 - - - - -- t - -- --- -- - -- - -- - -- -- -- --�-�= �4 - -- - -- - -- - - -- --- r - -- - -- - f (; j - - 1 -- - - -- - - L - 1i 11 1 I ij - - 1.. I II I I 1 I 11 L I I LANE 5 1 l - I L41 LANE 4 0 LANE 3 1} I ,— I '\ I / G 1 y D f \ I 1 1. Eat , T -. I I ! I - - _ ___, I I I I I REVENUE SYSTEM NOTES 1. CONDUITS FOR POWER AND COMMUNICATION 9" FROM CURB EDGE. 2. CONDUITS FOR POWER AND COMMUNICATION 11" FROM CURB EDGE. 3. AT FENCELINE, FUTURE GATE REQUIREMENT. 4. LOOP CONDUIT DAYLIGHT AT BASE OF CURB AT FIXTURE. 5. 01 LOCATION, BOOTH UNDER CASHIER COUNTER. 6. 02 LOCATION, MAIN OFFICE ACCOUNTING ROOM. 7. TERMINATE CONDUITS IN FLUSH MOUNTED NEMA 1 HINGED ENCLOSURE, SIZED 10 "W x 10 "H x 3.5 "D. REVENUE SYSTEM GOMMUN I GAT I ON a E7 E9 CONDUIT PLAN GRAPHIC SCALE: 0 2' 4' 8' 16' 32' o35 FLAS NOTES D, INDUCTION LOOPS BY OTHERS. STUB CONDUIT FOR LOOPS INTO CONCRETE PAD. COORDINATE WITH GLY CONSTRUCTION. COORDINATE CONDUIT INSTALLATION WITH POWER PLAN DETAIL 1 ON SHEET E7. CONSTRUCTION DOCUMENT I EXPIRES 4/13/02 REVENUE )/SYSTEM �l '' ;y�AILS ✓/ N . O LL N O � Cahvian Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL /RED RD BELLEVUE. WA 98007 Fax 14251 843 4807 Tel (4251 043 3123 E -Nell: aroheja®aoLCOm CASNE ENGINEERING, INC. 35 118TH AV. 5E SUI 700 BE(L2 E 4 4- 95005 (425) 454 -3555 ABED OF STS DETAIL PUN aeceveD CITV OF TUKWILA NIAT 1r,r PERMIT CENTER KEY INDEX QUIK PARK OFF- AIRPORT PARKING FACILITY S 160th & OLD MILITARY RD. TUKWILA, WASHINGTON DATE 3101/02 SCALE WA DRAWN -LP CONTRACT 0111-016 COPYRIGHT 2001 CHK eAT CAR INC. SHEET E9 i PARKING LOT A2 B2 C2 SS SS SS 0 A2 B1 C1 D1 El y SS SS 0 SECURITY SYSTEM LOCATION SCHEDULE DEVICE Al A2 B1 B2 C1 C2 D1 E1 F1 F2 G1 G2 H1 6" FROM TOP OF POLE 6" FROM TOP OF POLE J1 K1 K2 M1 N1 MOUNTING LOCATION PARKING LOT - 35' ABOVE GROUND ON POLE PARKING LOT - 35' ABOVE GROUND ON POLE 1' BELOW ROOF ON SHOP WALL 1' BELOW ROOF ON SHOP WALL PARKING LOT - 35' ABOVE GROUND ON POLE PARKING LOT - 35' ABOVE GROUND ON POLE PARKING LOT - 35' ABOVE GROUND ON POLE PARKING LOT - 35' ABOVE GROUND ON POLE PARKING LOT - 35' ABOVE GROUND ON POLE PARKING LOT - 35' ABOVE GROUND ON POLE 6" FROM TOP OF POLE 1' BELOW ROOF ON CANOPY END PARKING LOT - 35' ON POLE CANOPY SUPPORT COLUMN - 8' A.F.F. CANOPY SUPPORT COLUMN - B' A.F.F. CANOPY SUPPORT COLUMN - 8 A.F.F. CANOPY SUPPORT COLUMN - 8' A.F.F. N2 CANOPY SUPPORT COI_LjM - 8 A.F.F. 01 P1 PAY BOOTH CEILING - CASHIER PAY BOOTH CEILING - DOOR PAY BOOTH CEILING - CUSTOMER Q1 OFFICE BLDG CEILING - FRONT DOOR OFFICE BLDG CEILING - EMPLOYEE DOOR CABLE TYPE LEGEND < SYMBOL G DESCRIPTION BY OWNER 1 COAXIAL CABLE < 1 TWISTED SHIELDED PAIR, #18 1 CAT 3 PHONE CABLE 8 #1B 6 COAXIAL CABLE i6 1 TWISTED PAIR #18 1 TWISTED PAIR #14 1 TWISTED PAIR #16 1 TWISTED • PAIR #14 CABLE TYPE N/A COMMUNICATION COMMUNICATION COMMUNICATION COMMUNICATION COMMUNICATION LOW VOLTAGE CAMERA POWER LOW VOLTAGE POWER LOW VOLTAGE POWER J1 RM. 104 L PAYBOOTH MONITORS OFFICE S1 T1 0 0 LOW VOLTAGE POWER SUPPLY (BY OTHERS) ` I LO ^; VO. LT C E POWER SUPPLY (BY OTHERS) 1 1 PAY BOOTH 01 P1 Q1 SECURITY SYSTEM ,1T 1 E2E10 SGHEMATIG DIAGRAM p01 -3 N.T.S. DRIVE LANES K1 K2 SS 0 0 N1 SS N2 SS H 0 A PAYPOINTa2 M1 0 ELECTRICAL RM. COURTESY PHONE E Q RISER DIAGRAM �J PERIMETER m ® 11 -IJIIF 11 N.T.S. FLAG NOTES WIRE PER MANUFACTURER. UNDERGROUND 1" PVC CONDUIT TRANSITION TO 1" GRS CONDUIT FOR SWEEP TO J- BOXES. D 3/4" CONDUIT WITH PULL WIRE TO ACCESSIBLE CEILING OR CRAWL SPACE. WIRE ONLY IN CEILING SPACE. PROVIDE THREADED NIPPLES WITH SEALTITE FITTINGS FOR EACH CABLE TYPE AS DEFINED BY TYHE CABLE TYPE LEGEND. > ROUTE CAMERA COMMUNICATION AND POWER CONDUIT CONCEALED WITHIN THE CANOPY. HOME RUN CONDUITS TO THE PAYBOOTH THEN TO OFFICE AS REQUIRED BY SCHEMATIC DIAGRAM.TERMINATE CONDUIT WITH FOUR SQUARE BOX, THREADED FOR (2) -3/4" CONDUITS FOR THE CAMERAS. 11 > CABLE SHALL BE WEST PENN OR EQUAL. FOR LESS THAN 1500' USE #6325; FOR MORE THAN 1500' USE # V CONFIRM WIRE TYPE /REQUIREMENTS WITH SECURITY SYSTEM INSTALLER PRIOR TO ORDERING. 18 MULTIPLE CONDUCTORS SHOWN AS SINGLE LINE FOR DIAGRAMMATIC CLARITY. STUB UP CONDUIT BETWEEN PAYPOINT AND GATE ARM, 14" FROM PAYPOINT AND 20" FROM WEST CURB. COURTESY PHONE WIRE CAN BE ROUTED WITH SECURITY OR OTHER COMMUNICATION WIRING. MINIMUM CONDUIT SIZE SHALL BE 3/4 ". STUB CONDUIT UP INTO POLE BASE TO ALLOW WIRING TO BE CONCEALED BY THE POLE. COORDINATE PHONE MOUNTING LOCATION WITH THE OWNER. NEMA 3R J -BOX. SECURE TO FENCE POST GROUND LEVEL. LABEL COVER WITH WHITE ON BLACK PHENOLIC LABEL READING "SECURITY SYSTEM" 3/8" LETTERING. SECURE TO BOX COVER WITH CORROSION RESISTANT SCREWS. PROVIDE J -BOX IN WALL AT BOTTOM RIGHT CORNER OF WINDOW, BELOW THE WINDOW. ROUTE CAMERA COMMUNICATION AND POWER CONDUIT IN SURFACE RACEWAY, 3/4" EMT. NEMA 3R FIBERGLASS ENCLOSURE WITH VANDAL RESISTANT SCREWS, HINGED PADLOCKABLE DOOR, AND INTERIOR SUBPANEL FOR EQUIPMENT MOUNTING. MINIMUM SIZE SHALL BE 20" X 10 "W X 8 "0. CONTRACTOR TO PROVIDE 16' POLE ON POLE BASE PER DETAIL 6 SHEET E6. POLE SHALL BE MINIMUM 4 "O.D. AT TOP. SEE FLAG NOTE 4, SHEET ED. ALL WIRE LISTED IN THE TABLE CAN BE ROUTED TOGETHER IN ONE CONDUIT. DO NOT EXCEED 40% FILL. THIS DIAGRAM SHOWS WIRING REQUIREMENTS FOR COMMUNICATION AND LOW VOLTAGE POWER CONDUCTORS. 120V POWER WIRING REQUIREMENTS ARE SHOWN ON THE SITE PLAN AND ASSOCIATED DETAILS. CONSTRUCTION DOCUMENT EXPIRES 4/13/02 Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 16048 NE BEL /RED RD BELLEVUE, WA 88007 Fax (425) 849 4607 Tel (426) 843 3123 E —Mail: areheja®aoLcom CASNE ENGINEERING, INC. 355 118TH AVE. SE, SUITE 100 BE (425) WA 98005 (425) 454 -3555 A 2 1 2 F SECURRY SYS DETAIL SHEET RECEIVED �:mr :,E Tul<w11a PERMIT CENTER KEY INDEX QU1K PARK OFF— AIRPORT PARKING FACILITY S 160th & OLD MILITARY RD. TUKWILA, WASHINGTON SECURITY 'SYSTEM ILS DATE 5/01702 SCALE WA mom CONTRACT 0111 -0I6 COPYRIGHT 2001 CHIC SAT CIA. INC. SHEET E10 STA. ELEV. 50+00 362.23 50+25 362.46 50+50 361.46 50+75 361.06 51+00 360.45 51 +25 359.59 51 +50 358.95 51 +75 358.45 52+00 357.75 52 +25 357.00 52 +50 356.25 52 +75 355.50 53+00 354.75 53+25 354.00 53 +50 353.25 53 +75 352.50 54 +00 351.75 54 +25 351.00 54+50 350.25 54 +75 349.50 55 +00 348.75 55+25 348.00 55+50 347.25 55+75 346.50 56+00 345.75 56 +25 345.00 56+50 344.25 56+75 343.50 57+00 342.87 57 +25 342.48 57 +50 342.21 57 +75 341.94 58+00 341.67 58+25 341.40 58+50 341.13 58+75 340.87 59 +00 340.60 59 +25 340.20 59+50 339.57 59 +75 338.69 60+00 337.56 60+25 336.31 60+50 335.06 60 +75 333.81 61+00 332.56 61 +25 331.31 61 +50 330.06 61 +75 328.81 62+00 327.71 62 +25 326.93 62+50 326.31 62 +75 325.68 63+00 324.90 63 +25 323.81 63 +50 322.56 63+75 321.31 64+00 320.06 64 +25 318.81 64 +50 317.56 64 +75 316.31 65+00 315.08 65+25 314.36 65 +50 314.35 65+75 314.55 66+00 314.75 66 +25 314.95 66 +50 315.15 66 +75 315.35 67 +00 315.55 67 +25 315.75 67 +50 315.95 67 +75 316.15 68+00 316.35 68+25 316.55 68 +50 316.75 68 +75 316.95 69 +00 317.15 69 +25 317.35 69+50 317.55 69 +75 317.77 70+00 318.23 70+25 ° " GRADING NOTES A. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROt9DWATER OR DISCREPANCIES 1N THE EXISTING CONDITIONS AS NOTED ON THE PLANS_ YAX1ml11 SLOPE STEEPNESS SHALL 6 SW 1/4, SEC 22, TWP 23, R 4 E, W.M. MATCHLINE -SEE SHEET P10 30 60 90 SCALE IN FEET *EMAIL ED 03 /o4 - /oZ D a ( 5 340 342 1 (■01 r,ii zA ; G - 6 __g2 r •.rl RECEIVED ITY OF'fUKNII Lei ERMIT CENTER MATCHLINE —SEE SHEET P9 0 30 60 90 SCALE IN FEET N0. Dole Revision By Appe. Perteet Engineering, Inc. 0209 Bridgeport Way 9r. Suite C-1. Iakeiood, 9A 98490 (25B) 954-7138 I EXPIRES 9/2/20021 r E{MA'IL.EE) 070¢102 Do /„95 0 w o, w o N RIM 260 ELEV =303. APARTMENT BLDG CAR PORTS LE J28.95 fE EDC BOARD EX. SSMH #261 RIM. EL. 301.40± !' S GN EL =33 .6 o� 'o CAu-=. o2 30 2 CAR PORTS GRADING NOTES A. TIE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUDTIATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. B. MAXIIA SLOPE STEEPNESS SHALL BE 2H: Iv FOR FINISHED CUT AND SLOPES. C. MESS OTIEOISE SPECIFIED. ALL E16AII*NTS IN THE PLAN SET SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTI 2- 03.3(I4)B OF THE �SDOT STANDARD SPECIFICATIO . E16» LINT (ACTIONS SHALL CONFORM TO SECTION 2- O3- 3(I4)C, METHOD B OF SAID STANDARD SPECIFICATIONS. 0 EMBANKMENTS DESIGNED TO 110110 WATER SHALL BE COMPACTED TO NSA Osmium DENSITY PER SECTION 2- 03.3(14)C. METHOD C OF ISDOT STANDARD SPECIFICATIONS. E. ALL AREAS RECEIVING FILL IMMATERIAL SHALL BE PREPARED BY REIDVING VEGETATION, 4:0- coNOLYING FILL. TOPSOIL AIp OTHER UNSUITABLE MATERIAL. BY SCARIFYING THE SURFACE TO PROVIDE A BOND WITH THE **FILL. AND WHERE SLOPES ARE STEPER THAN 3H_IV COMPETENT MATERIAL AS DETERMINED BY A SOILS ENGINEER. ALL SUBGRADE SURFACES SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING FILL. GENERAL GRADING NOTES I. STOCKPILES FOR THIS PROJECT SHALL BE LOCATED IN THE PROPOSED PARKING LOT AREAS. 2. THE FILL MATERIAL FOR THIS PROJECT WILL BE SUITABLE SOILS FBC ON -SITE EXCAVATION, AS APPROVED BY THE ENGINEER. SF 194 28.8. LEGEND: /OIX.XII TOP OF PAVEUENT ELEVATION SEE SHEET *N7 TI T' LA APPROVED UNDER PERMIT NO. MI01 -078. FOR INFORMATION ONLY RE( -1Tr or 01,0 PE RMIT Checked By RSH 12 01 Appr�y OFF— AIRPORT PARKING SITE PLAN SHEET P10 — 0, EIVED TIIHWILq 0 Z002. CENTER. NOTE: ALL LANDSCAPE BEDS TO RECEIVE FULL AUTOMATIC IRRIGATION SYSTEM UNLESS NOTED OTHERWISE. TYPICAL ALL SHEETS. PARKING ISLAND TREE SUBSTITUTION, SEE SHEET L4 8' HIGH WOOD SCEENING FENCE. SEE CIVIL PLAN. // z CD CD U- w H- z Ui rn U w C v 0 03 iE llL1�.11 SCALE: 1 =20' -0 ND. REVISION DATE TREE SUBSTITUTION 3/05/02 DESIGNED DRAWN CHECKED DATE PR-I ND. PILAW EWI / ML PILAW 11/02/01 01_11 WORTHY AND ASSOCIATES LANDSCAPE ARCHITECTURE RECREATIONAL PLANNING AND DESIGN 1982 FHiST AVENUE SUITE NUMBER 908 SEATTLE, WASHINGTON 98101 TEL209.499.9270 FAX-208A48 -0907 QUIK PARK OF WASHINGTON LLC SRO SITE TUKWILA, WASHINGTON Landscape Plan SHEET NO. 1 IIIIVIIIIIIIIIIIIIII illl llllllllllllilllllllilil lllllllllllllllli 0' I®' 20' 40' 11.1..L.LL MATCHLINE SEE SHEET L2 DOH3( TION OF OAR) SIGN PRA ►PERTY LIN RECENED TY 7F TJ'(WILA ;r 2002 CENTER — 1111111111111 - ice - M DIY AUG - o ` :2 _ ® - / /flOO ? ■ � 3 0� Qi � 000000 -_00:-0_000 "O_0 i ! FREE STANDING CEDAR TRELLIS (4 TOTAL) SEE DETAIL ON SWEET L3 PARKING ISLAND TREE SUBSTITUTION, SEE SHEET L4 C C C C C C C C C C C C C C 0 DNA TREE L CATIONS WITH UTILITY LINES AND WALL GEOGRID FABRIC. SEE CIVIL PLANS 9 (U0 IT CENTER LI'��II01!Ihlllilli IIIIIVIIINI111ilil !liilll!Illlllllllllflll V PROPERTY N0. A REVISION DATE TREE SUBSTITUTION 3/05/02 STATE OF WASHINGTON REGIS A REO fANDSCAPE ARCHDECT SIEPHE:1 GEORGE Nr " CERRFlEO No. 235 DESIGNED DRAWN CHECKED DATE PRJ ND. tit/13111 !ML /971 WORTHY AND ASSOCIATES LANDSCAPE ARCHITEMEE RECREATIONAL PLANNING AND DESIGN 1982 FIRST AVENUE SUITE NUMBER 809 SEATTLE, WASHINGTON 88101 TEL -208. 948 -9270 FAX208 -448 -0807 I 36S Landscape Plan 10' 20' 40' QUIK PARK OF WASHINGTON LLC SRO SITE TUKWILA, WASHINGTON L2 EXISTING TREES mU1RIIIuIuIIBIuI11I1mu fpIuIN/ 11ldn, IMIMI1111111U:ME X IPIr Illut1MMENWIIIMMIE 1111111111111111i111iiiir 11111111111111110W '' 111111111Q11101r 111111111#1111x' TRELLIS STRUCTURES WEEN BUILDING WINDOWS. INAL LAYOUT SUBJECT TO OWNER ACCEPTANCE. 'ALTISSIMO' CLIMBING ROSE PLANTS TRAINED ON EACH TRELLIS STRUCTURE =1111 :'III"„ �IIIIIIIII' •_' . __ ._1111111111111 �.:�..■ �. $ .r 7 -JII ■ IIIIIII��` ���,- ■.III1�o1I ill[ r�>:I F,r _. 1. �I d .■ ,.'. -.7GYi ■ r ■�,■. d rJ ■OO■ a. Iti« NoE gra», ►' ' !Ik . f �l ■ ■ . . ■ tr s I +1I r, .0000 ■ r K; a: ti -' �! >f •Iii r f�llrtl" :]•�i �1 ! GR';i��� \ \\ �. ° - 'I 91 I•II�I+. •I��1 7 IIil�� sit 1•11111111il1► T +Ur. I I noISmusimm■mii _! i -- ---- -- r. ":•S mr �. 1•�r�1• \^YSI f_?am111■Ium11•t■immir - - . di1111•1_I1111_i__1111E,1 1 1TA NMI WNW 'Alk431111111PIRIUSIWir issupt it mat, i_ susir Er .i .11111111111111111111111111 411111111111111110111111111 I .41111111111111111111111111111111 11n1111111011111i11111m11111 'IL r 1111111 � ♦ N.■ ■ ■ ■ n I i'1Cv J I1:r.L•._ _ ■'lI_i ■MJIIIrrIlII��ii mulimausimastun -- ---- t -ww.r — — III•— O —i - -- — J • iaa_► ' ■v 1 =,/ i lit MC Z ail �_ ac's a �•�- P ilMiliiiiiia _- ❑❑❑❑ ❑❑❑❑❑❑❑c _❑❑ ❑ ❑❑ ❑❑❑ ❑❑ ❑c - ❑ ❑ ❑❑❑❑❑❑❑❑❑c 'EPLACEMENT TREES. SE NOTE 11 N SHEET L4. t TEMPOR IRRIGATI DURING ESTABLI PERIOD IIIIIIIIIIIII GENERAL NOTES I. DISCREPANCIES BETWEEN PLANS AND SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING. LOCATE ALL UTILITIES PRIOR TO PROCEEDING. 2. ALL PLANTING AREAS TO BE FULLY IRRIGATED WITH AN AUTOMATIC DRIP OR SPRAY CIRCUITS, PER CITY OF TUKWILA (18.52.040) AND OWNER'S SPECIFICATIONS. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL. THOROUGHLY WATER ALL PLANTED AREAS IMMEDIATELY AFTER PLANTING. IRRIGATION SYSTEM SHALL USE AUTOMATIC RAIN SHUT -OFF DEVICE. 3. LAYOUT OF ALL PLANT MATERIAL TO BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 4. ALL DIMENSIONS FOR PLANT HEIGHT, SPREAD AND CALIPER ARE MIN. REQUIREMENTS. 5. COVER ALL TREE, SHRUB AND GROUND COVER AREAS WITH TWO (2) INCHES MIN., WEED FREE, GRAPHIC EAST ELEVATION — NTS TRELLIS DIMENSIONS —NTS 2 "x 4" CEDAR BOARDS — 7' -0' OR 9' -0" OUTSIDE TO OUTSIDE . SEE SKETCH ABOVE 1 11 i 1 1 (1 =111- a. -! 1 !1=_ 1 ill -i l 1,- 111 =III -111=111-1 —1 =1 11 111 -s 11 -11 I -1 i 1 -1 111=111=° a< 1--I 1 i = ' '' — , 11 = 1 — � 1 =111 I I I. � , ! . III ; ' -111 —! ` I _ o ° 1 -111: 1 - 111 7 — I - : . : =11{ 11 =1 1 I . , I I_,1 =111. I — { I - 1 1= . °. G6 ^Ili , f °° ° ° -III — I 111 © ; P8 `I 1 1 1 1 1 — 1- P ,w. i I I I III j ° ., ! =1 1 I I =1 (� =1 �� o . .i I - 3(0S 4 "x 4" CEDAR POST (TOP AND 2 SIDES) NOTE: CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR OWNER'S ACCEPTANCE PRIOR TO FABRICATION 12" DIA. x 3' DEEP CONCRETE FOOTINGS. COORDINATE WITH WALL GEOGRID MATERIALS AND FOOTINGS SHEET L4. CEMENT . SEE SCALE: 1 "= 20' -0" MEDIUM COARSE BARK MULCH 6. ALL PLANTS NURSERY GROWN NOT FRESH FIELD COLLECTED. 1. REPLACEMENT TREES PER TUKWILA ZONING CODE 18.54.130 PARAGRAPH 3.B LOCATED SOUTH OF 158T1-1 STREET. SEE SHEET L3. NO. REVISION STATE OF WASHINGTON MOISTENED UNDSGP AREHM STEPHEN GEORGE WO CERTIFIED No. 235 DESIGED DRAWN CHECKED N0.A7W BWML MAW DATE NO2/0I PRJ NO. 0141 WORTHY AND ASSOCIATES LANDSCAPE ARCHITECTURE RECREATIONAL PLANNING AND DESIGN 1982 MST AVENUE SUITE NUMBER SOS SEATTLE. WASHINGTON 98101 TEL.2S -448 -9279 PAX206..48. 6O7 QUIK PARK OF WASHINGTON LLC SRO SITE TUKWILA, WASHINGTON Landscape Plan SHEET NO. L3 0' 10' 20' 40' PLANTING NOTES I. ALL DIMENSIONS FOR PLANT HEIGHT, SPREAD AND CALIPER ARE MINIMUM REQUIREMENTS AND SHALL CONFORM TO CITY OF TUKWILA MUNICIPAL CODE. 2. WHEN WORKING AROUND THE DRIP LINE OF THE EXISTING TREES TO REMAIN, USE SPECIAL CAL NOT TO DAMAGE ROOTS. IF A ROOT IS BROKEN OR CUT, IT MUST BE CUT OFF SQUALLY. IF THE CUT ROOT IS 1" DIA. OR GRATER, TWAT THE ROOT WITH AN APPROVED PRUNING PAINT. 3. ALL PLANTING ALAS TO BE CLEARED OF ALL NOXIOUS WEEDS AND NON SELECT GROWTH. 4. PLANTING TO TAKE PLACE FROM SEPTEMBER I5T14 TO JUNE 15TH. 5. ALL TREE, GROUND COVER AND SHRUB PLANTING AREAS TO CONTAIN 2" DEPTH BARK MULCH LAYOUT OF ALL PLANT MATERIAL TO SE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. T. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEBRIS AND EXCESS SOIL OCCASIONED BY THIS PROJECT. 13. DISCREPANCIES BETWEEN PLANS AND SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER PRIOR TO PROCEEDING. 5. VERIFY LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. 10. OWNER TO APPROVE GRADING PRIOR TO PLANT INSTALLATION. FINISH GRADE SHALL BE THREE INCHES (3 ") BELOW TOP OF CURB OR PAVING N GROUND COVER AND SHRUB AREAS TO ALLOW FOR TWO INCHES (2 ") OF MULCH. II. REPLACEMENT TREES PER TUKWILA ZONING CODE IS54.130 PARAGRAPH 313 ARE LOCATED ON THE SOUTH SIDE OF 155TH STREET. SEE SHEET L3. 12. COORDINATE TREE PLANTING NEAR RETAINING WALLS WITH GEOGRID MAT LOCATIONS. SEE CIVIL PLANS. CAREFULLY CUT GEOGRID MAT TO ALLOW TREE PIT. TREE TIE: INTERLOCKING PVC 'CHAINLOCK TIE (4 PER TREE) SECURE TO STAKES W/ ROOFING NAILS 1 =1 2X DIA. ROOTBALL SIZE II • 6" COMPACTED NOUN TREE TIE CHAINLOCK PLASTIC LOCKING ROPE ■ — o r AffedrAirc I I FINISH GRADE N -T_S_ 2X DIA. ROOTBALL SIZE NOT TO SCALE 11= REMOVE TOP 1/2 OF BURLAP OR WIRE BASKET AFTER PLACEMENT SET PLUMB AND S" FROM TRUNK 10' -0" BVC TREATED STAKES (2) DRIVEN TO REFUSAL INTO UNDISTURBED SUBSOIL MIN. 24" DEPTH. TREE STAKES SHALL BE TRIMMED TO 12" CUT TOPS AND STAINED BROWN. SET ORIGINAL CROWN 1 INCH ABOVE GRADE 2" DEPTH BARK MULCH 6" DEPTH TOPSOIL THROUGHOUT SHRUB AND ROUNDCOVER BEDS NOTE: 1.) ALL TREE AND SHRUBS ON SLOPES GREATER THAN 4d SLOPE. 2.) 2 STAKES AND 2 TIES TYPICAL. TREES OVER 5' USE 4 TIES TOTAL. 10' -0" TREATED PEELER CORE PINE STAKES DRIVEN TO REFUSAL INTO UNDISTURBED SUBSOIL SUBSOIL MIN. 24" DEPTH SET ORIGINAL CROWN 1 INCH ABOVE GRADE ORIGINAL GRADE JUTE MESH EROSION CONTROL MAT - 6'x6' PER TREE. REMOVE 2/3 OF BURLAP OR ALL OF WIRE BASKET CONTAINER BEFORE PLANTING CONIFER PLANTING ON SLOPE PLAN VIEW DECIDUOUS TREE STAKING 6" COMPACTED MOUND PAVEMENT/ CURB EDGE O 111 1- 111 -11 1 111 = FOLLOWING PLANTING, ANCHOR EROSION CONTROL MATTING WITH 9 STAPLES PER TREE MIN. O \ / \ / \ 0 O O w � 2 � \p a \ O EQUIDISTANT O GROUNDCOVER SPACING NOT TO SCALE SHRUB /GROUNDCOVER SET ROOTBALL CROWN 1 INCH ABOVE GRADE 2" DEPTH BARK MULCH 6" DEPTH TOPSOIL THROUGHOUT SHRUB AND GROUNDCOVER BEDS = 111 =111 III= REMOVE TOP I/3 BURLAP BEFORE PLANTING (MIN. 6" GREATER THAN ROOTBALL) NO. REVISION DATE TWEE SUBSTITUTION 3/05/02 SYMBOL BOTANICAL NAME EVERGREEN TREES 61-1R CALOCEDRUS DECURRENS PT PINUS THUNBERGIANA \\ \ \ \III /// 1'4I0 ° TP= 0 \ �\ \III// /,, GUPRESSOCYPARIS LEYLANDII _ GL CUPRESSOCYPARIS LEYLANDII DECIDUe5 IS TREES P.P. 4654 BERBERIS THUNBERGII 'ROSE GLOW' COTONEASTER DAMMERI CORNUS ALBA 'SIBIRICA' CORNUS STOLONIFERA 'FLAVIRAMEA' EUONYMOUS ALATA 'COMPACTA' MAHONIA AQUIFOLIUM 'COMPACTA' PHOTINIA GLABRA POLYSTICHUM MUNITUM O PRUNUS LAUROCERASUS 'OTTO- LUYKEN' Q vACCINIUM OVATUM O RHODODENDRON 'DORA AMATEIS' © ROSACEAE ' ALTISSIMO' O vIBURNUM DAVIDII ® VIBURNUM TINUS 0 PRUNUS LUSITANICA O PRUNUS LAUROCERASUS 'ZABELIANA' A PARTHENOCISSUS TRICUSPIDATA GROUNDCOVER THUJA PLICATA SUGA HETEROPHYLLA ACER RUBRUM 'SCARLET SENTINEL' FRAXINUS OXYCARPA 'RAY . •OD' QUERCUS ROBUR 'FASTIGIATA' SKY ROCKET OAK 0 —AcER CIRCINATUM ACER RUBRUM 'OCTOBER G FRAXINUS PENNSYLVANICA 'PATMORE' MYRICA CALIFORNICA ERICA CARNEA 'SPRINGWOOD WHITE' GAULTHERIA SHALLON EROSION CONTROL SEEDING DESIGNED nvew DRAWN 00/112 GIECKED DATE PRJ NU. COMMON NAME INCENSE CEDAR JAPANESE BLACK PINE WESTERN RED CEDAR WESTERN HEMLOCK LEYLAND CYPRESS LEYLAND CYPRESS VINE MAPLE RED SKY ROCKET OAK SCARLET SENTINEL MAPLE RAYWOOD ASH JAPANESE BARBERRY BERBERRY COTONEASTER CORAL TATARIAN DOGWOOD YELLOW -TWIG DOGWOOD COMPACT BURNING BUSH COMPACT OREGON GRAPE JAPANESE PHOTINIA SWORD FERN OTTO- LUYKEN LAUREL EVERGREEN HUCKLEBERRY RHODODENDRON ALTISSIMO CLIMBING ROSE DAVID VIBURNUM LAURUSTINUS PORTUGAL LAUREL ZABEL LAUREL BOSTON IVY PACIFIC WAX MYRTLE HEATH SALAL SEE SPECIFICATIONS FOR SEED MIX WORTHY AND ASSOCIATES LANDSCAPE ARCHITECTURE RECREATIONAL PLANNING AND DESIGN 1982 FIRST AVENUE SUITE NUMBER 808 SEATTLE, WASHINGTON 98101 TEL.808498 -9270 FAX208- 948-0807 SIZE /CONDITIONS S' HT. S' HT. S' HT. 10' HT. MIN. 10' HT. MIN. 12' HT. S' HT. 1 I/2" CAL.(3 TRUNK MIN) AS AHOWN 2" CAL. MIN. 2" GAL. MIN. 2" CAL. MIN. 2" CAL. MIN. is HT. MIN. 12 " -I5" SP. MIN. 21 " -24" HT. MIN. 21 " -24" HT. MIN. IS HT. MIN. IS HT. MIN. 21 " -24" HT. MIN. 12 " -15" SP. MIN. 12 " -I5" SP. MIN. 15 " -21" SP. MIN. 15 " -21" SP. MIN. 15 " -21" HT. MIN. 12" SP. MIN. IS HT. MIN. IS HT. MIN. IS HT. MIN. I GAL. CONT. MIN. THREE RUNNERS AT MIN. 10" LENGTHS. IS HT. MIN. 9" SP. MIN. 9" SP. MIN. Landscape Details SPACING QTY AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN 4' O.C. 364 4' O.C. 13 5' O.C- 56 5' O.G. 44 5' O.C. 10 3' O.G. 114 5' O.C. 30 3' O.C. 55 4' O.G. 441 4' O.G. 121 4' O.C. 241 3' O.G. 10 30" O.C. 492 4' O.C. 111 6' O.G. 31 4' O.G. 12 4' O.G. SI 5' O.G. 21 15" O.G. 15" O.C. AUG - o 202 4 25 4 9 3 Il 14 25 21 6 21 QUIK PARK OF WASHINGTON LLC SRO SITE TUKWILA, WASHINGTON 1,100 5,150 16,426 S .F. SHEET NO. L4 3 4" PIPE IN 2" SLEEVE 3 4 4 " PIPE IN 2" SLEEVE 3 4" PIPE IN 2" SLEEVE 3 4" PIPE IN 2" SLEEVE 3 4" PIPE IN 2' SLEEVE 1" PIPE IN 2" SLEEVE 3 4" PIPE IN 2" SLEEVE r PIPE IN 2" SLEEVE 114" PIPE IN 3" SLEEVE 4" PIPE IN 2" SLEEVE I" PIPE IN 2 SLEEVE 11/2' PIPE IN 3" SLEEVE 1 PIPE IN 3" SLEEVE C II T C cc C C C 1 PIPE IN 3" SLEEVE SEE NOTE "16 AlIAWANI,ErAIIVAW,11,111•411/ 4111 40/ AP .417' 112" PIPE IN 3" SLEEVE 34" j4u INC C 3/ 3 — I" PIPE IN 2 SLEEVE 2" PIPE IN 4" SLEEVE 2 PIPE IN 6" SLEEVE 34" PIPE IN 2" SLEEVE 1" PIPE IN 2 SLEEVE 3 4" PIPE IN 2 SLEEVE SEE SHEET L7 -L9 FOR IRRIGATION SCHEDULE AND DETAILS. I1/2" PIPE IN 3" SLEEVE 3 2" PI- IN LE; VE 2 PIPE IN 4" SLEEVE 3 4" PIPE IN 211 SLEEVE 21/2" PIPE IN 6 SLEEVE -3 4" PIPE IN 2" SLEEVE 1 1/ 4 " I" PIPE IN 2" SLEEVE 3" PIPE IN 6" SLEEVE 3 44" PIPE IN r SLEEVE 3" PI =' 6" SLEEVE 11 /4 N 11/2" 11/2" 11/2" 1 1 12 .11/2" I /2 " 3414 18 +00 RIM ;333.53 I.E.328.95 - -- - ------ - - - - -- _ 3 44" PIPE IN 2" SLEEVE simmininim SCALE: 1 " =20' -0" 11'11,11111:!lii 11 Ili!I11 I 1 11 I ,ilk 0' 10' 20' 40' 21/211 PIPE IN 6" SLEEVE 11 MATCHUNE SEE SHEET L6 NO. REVISION DESIGNED ESE, DRAWN BIY /ML CHECKED MlltW DATE I"02/01 RA -11 PRJ N6 WORTHY AND ASSOCIATES LANDSCAPE ARCNITEGIVRE RECREATIONAL PLANNING AND DEISM 198E FIRST AVENUE SUITS NUMBER 606 SEATTLE, WASHINGTON 98101 TEL206448 -9870 FAA308.448 -0607 QUIK PARK OF WASHINGTON LLC SRO SITE TUKWILA, WASHINGTON IRRIGATION PLAN SHEET NO. L D - 3(0 5 - -- - --- - - c �� L @ . IGN =3g 2 fr 3 4" PIPE IN 2" SLEEVE I PIPE IN 3" SLEEVE OCATE CONTROLLER TENANCE . VERIFY LOCATION WITH DRIP CIRCUIT n C 1" PIPE FOR SPRAY C / CIRCUIT '°I IRRIGATION C ,q C A I DRIP C CIRCUIT n C 3 4" PIPE IN 2" SLEEVE 2" PIPE IN 4" SLEEVE IN BUILDI IPE IN 2" SLEEVE 31 PIPE IN 2" SLEEVE 3 4" PIPE IN 2" SLEEVE 3 4" PIPE IN 2" SLEEVE I" PIPE IN 2" SLEEVE r PIPE IN 2" SLEEVE 3" PIPE IN 6" SLEEVE 3 21/2" 21/2" PIPE IN 6" SLEEVE '4" PIPE IN 3" SLEEVE 74 3 2" PIPE IN 4" SLEEVE 1" �[ ^ij,/ �►r�ri�► iii, 3 3/4 I'4" PIPE IN 3" SLEEVE 21/2" PIPE IN 6" SLEEVE I"? 3 / II C C C C C C CC C INSTALL IRRIGATION - LATERALS AT 12" DEPTH WHERE CONFLICT EXISTS WITH RETAINING WALL GEOGRID. 11/2" PIPE IN 3" SLEEVE 2' PIPE IN 4" SLEEVE 34" I-IT -G IN 2" SLEEVE 1" PIPE IN 2" SLEEVE I I'4 n 3411 34" T el 3/ 4n �woo ■ inn= Mum, Ar i....ier I�—_.,-����....1r71� -�._.._ isi.•∎ ia• iii■iii�z4► iiii► �ArAr�i AFwiiiwi .� l! I PI ! L � � 3 I, I'4" PIPE 3" SLEEVE mom a.= mmis fi fi r ./ Air " foo 2" MAINLINE IN 4" SLEEVE, 2" WIRE SLEEVE DRIP I'4" 1 1 j2" DRIP SYSTEM 1 1 1 1 11 11''11 11111 1 I 1 I I I I I'4' ; 11/2 INE EEVE, WIRE SLEEVE \ 7 i 2" PIPE IN 4" SLEEVE, // p, 4 1I 1; /� NO. REVISION STATE OF WASHINGTON REG57ERED IMIDSCME ARCHINECT STEPHEN GE CERTIFIED No. 235 DESIGNED DRAWN CHECKED DATE EOM MUM fTi./8W IV02/0I PRJ N0. 0I -II DRIP EMITTERS FOR TREES rEkn�; CENTER D WORTHY AND ASSOCIATES LANDSCAPE ARCHITECTURE RECREATIONAL PLANNING AND DEMON 1982 FIRST AVENUE SUITE NUNHER 806 SEATTLE, WASHINGTON WWI TEL.408.446 -9270 FAX206 -448-0807 QUIK PARK OF WASHINGTON LLC SRO SITE TUKWILA, WASHINGTON IRRIGATION PLAN 40' Au6 U r i2 SHEET NO \ I NO. REVISION INE EEVE, WIRE SLEEVE rs AIr All, Aw Air ," .. rg/ ► i i iiiii 4 /If A/4r 2" MAINLINE IN 4" SLEEVE, 2" WIDE SLEEVE I I I I I I 3,4 II 3 II 34 on_0 IRRRIGATION NOTES 2" MAINLINE AND 1" PIPE IN 6" SLEEVE, 2" WIRE SLEEVE 1' 3, 3, MAINLINE I. PLANS ARE DIAGRAMMATIC. IRRIGATION COMPONENTS SHOWN IN PAVED AREAS FOR ILLUSTRATION PURPOSES ONLY. ALL COMPONENTS SHALL BE INSTALLED IN LANDSCAPE AREA EXCEPT LINES SHOWN IN SLEEVES. CONFIRM MAINLINE AND WITH OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. 2- VERIFY LOCATION AND DEPTH OF UTILITIES AND SERVICES PRIOR TO EXCAVATING NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN EXISTING SITE CONDITIONS AND PROPOSED DESIGN PRIOR TO CONSTRUCTION. 3. ALL WIRES AND PIPES UNDER PAVED AREAS TO BE INSTALLED IN SLEEVES. 4. NO ROCKS, BOULDERS, OR EXTRANEOUS MATERIALS TO BE USED IN BACKFILLING OF TRENCHES. 5 - ALL LINES SHALL BE THOROUGHLY FLUSHED PRIOR TO INSTALLATION OF DRIP TUBING. 6. ADJUST AND RELOCATE IRRIGATION LINES WITH OWNER'S REPRESENTATIVE'S APPROVAL AS NECESSARY TO OBTAIN FULL WATER COVERAGE. DRIP EMITTERS TO EE LOCATED FOR OPTIMUM ROOT CONTACT. 1 ALL ELECTRIC VALVE WIRING SHALL BE IRRIGATIGN CONTROL CABLE TYPE "UF." DIRECT BURIAL. CONTROL WIRES SHALL BE A DIFFERENT COLOR THAN GROUND WIRE. ALL WIRES SHALL BE LAID IN MAINLINE TRENCHES. ALL WIRE SIZE IS "14 UNLESS OTHERWISE SPECIFIED. 8. EACH VALVE SHALL BE CONNECTED TO A SEPARATE CONTROL WIRE. 9. PROVIDE I20 VOLT A.G. POWER HOOK -UP TO THE CONTROLLER 10.ALL ELECTRIC JOINTS SHALL BE MADE USING THE APPROVED ELECTRICAL CONNECTORS. II. EACH CONTROL VALVE SHALL BE INSTALLED IN A VALVE BOX. ALL VALVE BOXES SHOULD LOCK 12- ALL IRRIGATION LINES AND RELATED EQUIPMENT SHALL BE INSTALLED AS SHOWN ON THE DETAILS. 13. ALL DRIP COMPONENTS SHALL BE INSTALLED PER MANUFACTURERS WRITTEN RECOMMENDATION. 14. ALL DRIP TUBING SHALL BE 'STAPLED/PINNED' TO GROUND WITH RB -TDS -050 TIE DOWN STAKES AT 10' INTERVALS. 15. PRESSURE TEST MAINLINE AND PROVE ENTIRE IRRIGATION SYSTEM FUNCTIONAL AFTER PLANTING AND PRIOR TO INSTALLATION OF MULCH. EMITTERS SHALL BE AT OPTIMUM LOCATION FOR ROOT SYSTEM CONTACT. 16.INSTALL IRRIGATION LATERALS AT 12" DEPTH WHERE CONFLICT EXISTS WITH RETAINING WALL GEOGRID. SEE WALL DETAILS FOR GEOGRID DEPTH. - - - -- — - -- —1 777777 -777-7777 ti SEE SHEET L8 -L9 FOR IRRIGATION SCHEDULE AND DETAILS NOTE: USE PVC FEMALE REDUCING ADAPTERS AT BOTH INLET AND OUTLET. SIDE OF VALVE FINISH GRADE DX3" NIP SCH 80 PVC 90° SXT ELL SCH 40 PVC SCH 40 PVC PIPE LENGTH AS REQUIRED PVC FITTING SPRAY CIRCUITS LATERAL ALIGNMENT JUMBO VALVE BOX AND COVER WITH BOLT LOCK W/ JUMBO BOX EXTENSION SEE SPECIFICATIONS NI _III' =III! III "_:'� LATERAL PIPE LINE rim — GRAVEL SUMP -6" DEPTH ° , 'OS o ��� ROUND WASHED C C O o o DRAIN ROCK 14 -I UF UL COMMON WIRE (WHITE) 14 -I UF UL LEAD WI (RED) ° 14 -1 OF UL SPARE WIRE (YELLOW) 0 AUTOMATIC GONTROL VALVE NOTE: SEE DETAIL 0 SHEET L9 FOR DRIP CIRCUIT CONTROL VALVES STATE OF R REGISTERED LANDSCAPE ARCHTIECT SIEPH CERRHID No. 235 -4 BARK MULCH CONTROL VALVE DX3" NIP SCH 80 PVC UNION SCH. 80 PVC DESIGNED DRAWN CHECKED DATE PRJ N BWML 0ulA1L MUM 11/192/01 01 -1i WORTHY AND ASSOCIATES LANDSCAPE ARCHITECTURE RECREATIONAL PLANNBIO AND DPBION 1982 FIRST AVENUE SUITE NUMBER 000 SEATTLE, WASHINGTON 98101 TEL208- 448.9270 FAX.298- 448 -0307 Flip I IRRIGATION PLAN IRRIGATION REVISION PER ADDED TREES. INSTALL ADDITIONAL DRIP EMITTERS ON VALVE 10 10 AS REQUIRED, INSTALL PER DETAIL A SHEET L. RECEIVES cm nF Turw��a i14P:: 1 p'7°i r PERMIT CENTS: TION REVISION DDED TREES. II4STA_L ADDITIONAL RIP EMITTERS ON REQU RED, INSTALL PER DETAIL A SHEET L9. SCALE: 1 "= 20' -0" QUIK PARK OF WASHINGTON LLC SRO SITE TUKWILA, WASHINGTON 0' 10' 20' 40' SHEET NO. CONCRETE VAULT WITH LOCKING COVER, 25TA BY FOGTITE OR APPROVED EQUAL 10 "4 PIT AND LID WITH BOLT LOCK 3" LINE FROM DCVA CONC. BLOCK SUPPORT AT EACH CORNER D 6" DIA. P VC SLEEVE .3" MN W cU JUMBO VALVE BOX AND COVER WITH BOLT LOCK W/ JUMBO BOX EXTENSIONS SEE SPECIFICATIONS 3" TO 2" REDUCING ADAPTERS, BOTH SIDES 30" MN. 6" MN. FINISH GRADE m Wm SCH. 80 PVC 90° ELL STRAINER 12" MIN, 3" TO 2" ADAPTERS BOTH ENDS OF DCV PVC MALE ADAPTER 12" DEPTH PEA GRAVEL. _ 2" DOUBLE CHECK VALVE ASSEMBLY FEBCO 850 U SYSTEM BLOW DOWN (I" QCV) 3" MN. 3" —III= 111= SCH. 40 PVC LSHUT-OFF VALVE (GATE VALVE) 4. 4" ROUND WASHED DRAIN ROCK COPPER TO PVC TEE WITH BUSHING AND THREADED PLUG NOTE ANY MALLEABLE FITTINGS AND NIPPLES FROM METER SHALL BE BRASS OR BRONZE (PER LOCAL WATER DIST.), LENGTH AS REQUIRED, SIZE SHALL BE AS SPECIFIED. ADAPT TO PVC MAIN LINE WITH PVC MALE ADAPTER. O DOUBLE CHECK \'AL\/E ASSE=MBLY N.T.S. / A ' ,�� \\\ TO AUTOMATIC — ' �, —S IRRIGATION VALVES 3/4" WASHED DRAINROCK, 6 DEPTH. ® h1ASTEi� YALYE AND FLOW SE=NSO1 ® IEY TO MASTER VALVE AND FLOW SENSOR PERFORATED 3" PVC SDR35 DRAIN TO DAYLIGHT TO EAST OF VAULT IR 220P -2 2" FLOW SENSOR BY DATA INDUSTRIAL OR APPROVED EQUAL. INSTALL PER MANUFACTURERS RECOMMENDATIONS. SEE APPLICATION NOTE 49 BY DATA INDUSTRIAL IN SPECIFICATIONS. SET MAXIMUM FLOW AT 109 ABOVE LARGEST IRRIGATION CIRCUIT. PVC MALE ADAPTER 3" MN. E 1 11=1 ‹).00cOOOe39 0 E1111=_11 ' -1 1 � a ( gf% a I LEVELING PAD FILL. 3 MIN. SLEEVE - 6" SEE NOTE *2 SEE NOTE "i SCHEDULE 80 PVC @ SLEEYE DETAIL NTS REVISION NO. RETAINING WALL 12" FINISH GRADE IRRIGATION VALVE SCHEDULE DETAIL VALVE • EST. GPM SIZE DESCRIPTION PSI COVER Aek 0 0 13 El m E IRRIGATION LEGEND DETAIL SYMBOL MANUFACTURER MODEL NO/DESCRIPTION U IDCVAI II 8211 2" 200 - PE15 35 SHRUBS / TREES I" XCZ -I00 COM 35 DRIP 11.10 2" 200- FEB 35 LAWN 33.50 I1/2" I50 -PEB 35 SHRUBS / TREES 2421 I" 100- FMB 35 SHRUBS / TREES 42.88 I "2" 150 -PEB 35 LAWN 66.18 11/2" S0- PEE -PRS -15 35 SHRUBS / TREES 2220 I1/2" 150- PEB -PRS -B 35 SHRUBS / TREES 1" XCZ -I00 COM 35 DRIP I" XCZ -I00 COM 35 DRIP 5.121 I1/2" 150 -PEB 35 SHRUBS / TREES 5531 I1/2" I50 -PEB 35 SHRUBS / TREES 10.12 2" 200 -PE15 35 SHRUBS / TREES 31.91 I 150 -PE15 35 SHRUBS / TREES 86.46 2" 200 -PEB 35 SHRUBS / TREES 6922 2" 200 -PE5 35 SHRUBS / TREES 1230 2" 200 -PEB 35 SHRUBS / TREES 62.90 11/2" I50 -PEB 35 SHRUBS / TREES 62.80 I1/2" 150 -PEB 35 SHRUBS / TREES 85.02 2" 200-PEES 35 SHRUBS / TREES RAINBIRD RAINSIRD PEB AUTOMATIC CONTROL VALVE - SEE VALVE SCHEDULE FOR VALVE SIZE AND MODEL APPROVED DOUBLE CHECK VALVE ASSEMBLY © RAINBIRD RAINBIRD CONTROLLER MODEL "ESP -MC24 WM (24 STATION, WALL MOUNT) APPROXIMATE LOCATION OF WATER METER SERVICE. A RAINBIRD QUICK COUPLER 44NP (Q.C.) 3" MAINLINE APPROVED SCHEDULE 40 PVC MAINLINE SIZE AS SHOWN APPROVED SCHEDULE 40 PVC LATERAL _ _ _ — APPROVED SCH 40 PVC SLEEVE SIZE AS SHOWN SIZE 2X DIAMETER OF PIPE MIN. — — APPROVED SCH 40 PVC WIRE SLEEVE 3(05 NOTES: I. SCHEDULE 80 PVC CASING SHALL EXTEND THE FULL WIDTH OF THE LEVELING PAD FILL AND SHALL BE A MINIMUM OF 3 FEET LONG. 2. BACKFILL AROUND THE SLEEVE SHALL CONSIST OF LEVELING PAD FILL COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D1551) STATE OF DESIG WASHINGTON RE•MERED DRAWN j U5G1PE A //�'�4E,OCHOU.ylJ�r"y � CHECKED STEPHEN GEORGE WORTHY DATE CERTIF. No. 235 PRJ NO. D EWA, BWAAL TZdU FINISH GRADE I' -6" MIN. WORTHY AND ASSOCIATES LANDSCAPE ASG@TECI'066 RECREATIONAL PLANNING AND DEMON len FIRST AVENUE scum NUMBER BOB SEATTLE. WASHINGTON WWI TEL.206- 4413-9470 PAX206 -448 -0807 IRRIGATION HEAD SCHEDULE DETAIL GYM. MANUF. RAINBIRD : 12 RAINBIRD RAINBIRD IBI RAINBIRD • RAINBIRD ® RAINBIRD RAINBIRD RAINBIRD RAINBIRD m RAINBIRD • RAINSIRD s RAINBIRD ✓ RAINBIRD • RAINBIRD • RAINBIRD ▪ RAINBIRD • RAINBIRD • RAINBIRD • RAINBIRD • RAINBIRD • RAINBIRD e RAINBIRD P RAINBIRD RAINBIRD O RAINBIRD NOTE: USE 5" POP -UP RISERS IN SEEDED LAWN AREAS AND 12" POP -UP RISERS IN ALL SHRUB AREAS FIFE SIZING SCHEDULE FOR SCHEDULE 40 IPS PLASTIC PIPE PIPE SIZE 3 1 2" 21/2" 3" —i 11 =1 11 -1 11 -1 11 -1 I I- ' 1 —i 11-1 11 -1 11 -1 I h • Opp " ROUND Oo WA DRAIN ROCK Q (QTY: 1.5 C.F.) I "x3" NIPPLE SCH. 80 PVC (2) I" 90° TxT SCH. 80 PVC (2)- PVC FITTING MODEL NO. 1800- PRS -I5EST 1800 -PRS -ISSST 1800 -PRS -ISSST 1800 -PRS -ISSST 1800- PRS -15Q 1800- PRS -15T 1800 -PRS -1514 1800- PRS -I5TQ 1800- PRS -15F 1800- SAM -6 -vAN 180DEG 1800- SAM -6 -VAN 90DEG 1800-SAM-80 1800- PRS -ST 1800- PRS -OH 1800- PRS -SF 1800- PRS -I0Q 1800 -PRS -1014 1800-FRS-10F 1200- PRS -12Q 1800- PRS -I2T 1800 - PRO -12H 1800- PRS -I2TQ 1800- PRS -I2TT 1800- PRS -12F 1800- FRS -I2 -VAN FLOW RATE (GPM) 0 -6 GPM 1 -10 GPM 11 -18 GPM 19 -28 GPM 29 -48 GPM 49 -68 GPM 59 -110 GPM I0" m AMETEK PIT AND LID WITH BOLT LOCK BARK MULCH a 11_TT1 =1 I Iti `Trt 2' MIN.'' • = 1114 i 1' 11IFT 11 =1 QUICK COUPLER VALVE °69 • Ta _ , � y 0 I "x6" NIPPLE SCH 80 PVC F� ° • I" 90° ELL SCH. 80 PVC . -I "x3" NIPPLE SCH. 80 PVC (2) ' - -I" 90' TxT SCH. 80 PVC (2) I "X12" NIPPLE SCH. 80 PVC *4 x 30" REBAR STAKE STAINLESS STEEL HOSE CLAMPS (2) MAIN LINE QUICK GOU1='LEiz \/ AL/E: N.T_S_ GPM P.S.I. COVERAGE 0.51 30 4'X15' 121 30 4'X30 069 30 4'X30' 129 30 4'X30' 0.92 30 15' RAD. 123 30 15' RAD. 185 30 15' PAD. 2.18 30 15' RAD. 3.10 30 15' RAD. 060 30 6' RAD. 031 30 6' RAD. 026 30 8' RAD. 035 30 8' RAD. 0.52 30 8' RAD. 105 30 8' RAD. 039 30 10' RAD. 0.19 30 10' RAD. 158 30 10' RAD. 065 30 12' RAD. 081 30 12' RAD. 130 30 12' RAD. 1.95 30 12' RAD. 1.14 30 12' RAD. 260 30 12' RAD. 065 30 12' RAD. QUIK PARK OF WASHINGTON LLC SRO SITE TUKWILA, WASHINGTON IRRIGATION SCHEDULE AND DETAILS CFO" GI APPRO;EO AUG 6 2;7.2 SHEET NO. LS 90° TXT ELL SCH 80 PVC NIPPLE SCH 80 PVC SLxSLxT PVC FITTING b TREE JUMBO VALVE BOX W/ COVER AND BOLT LOCK SCH 40 PVC MAIN LINE AT I8" DEPTH EMITTER BOX '4" DISTRIBUTION TUBING EMITTER TREE EMITTER LOCATION (6) EMITTERS PER TREE 3 -INCH MIN. DEPTH OF 3/4 -INCH WASHED GRAVEL O DR11==' E1 FOR TREES SEE PLAN FOR TREE LOCATIONS 3" MIN. Ian SINGLE- OUTLET EMITTER: RAIN BIRD XERI -BUG EMITTER XB -10 (6) PER TREE I/4 INCH TUBING STAKE: RAIN BIRD TS -025 MULTI- OUTLET EMISSION DEVICE: RAIN BIRD 6- OUTLET DISTRIBUTION MANIFOLD EMT -6X POLYFLEX RISER: RAIN BIRD PFR -12 (LENGTH AS REQUIRED) FINISH GRADE SUBTERRANEAN EMITTER BOX: RAIN BIRD SEB-6X RETROFIT PRESSURE REGULATOR: RAIN BIRD PRS -050 PVC LATERAL PIPE PVC SO-I 80 CLOSE NIPPLE PVC SCH 40 ELL RAINBIRD CONTROL ZONE KIT XCZ -100 COM. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. SCH 80 PVC UNION LATERAL PIPE LINE PLACE BRICK AT EACH CORNER (4) PER BOX 3 /4' 1 WASHED DRAIN ROCK, 6 DEEP 14 -I UF UL COMMON WIRE (WHITE) c 14 -I UF UL LEAD WIRE (RED) 14 -I UF UL SPARE WIRE (YELLOW) @ AUTO CONTIvQL VALVE ASSE1"NBL'r (DRIF' CIRCUITS ONLY.) N_T.S. 120 GPI4 MINIMUM -900 GPI-4 MAXIMUM EACH VALVE SEE DETAIL A SHEET Z FOR SPRAY CIRCUIT CONTROL VALVES MAINLINE RAINBIRD XCZ -I00 COM AUTO CONTROL VALVE ASSEMBLY O I fRfRICHAT I ON S'r STE1 -1 D f AC RAt I N.T.S. NO. REVISION TRIPLE SWING JOINT 12 MAX. FROM EDGE OF PAVING STATE OF WASHINGTON REG6RER aim"y�7 IANOSGPE APCH .,,,.....,, / VEY DRAIN/FLUSH 1 1 = 111 = 111 = III - III =1 i l' VALVE ' —I I1 -1I I I i I1 -1I 1 -1 SPACE DRIPLINES 12 O.C. PARALLEL TO SLOPE D(A 6 POP -UP HEAD 3 4"x3" NIPPLE SCH S0 PVC 3411 90' ELL TXT SCH 40 PVC 34411 90° STR ELL MARLEX (2) 3/4 NIPPLE SCH 80 PVC LATERAL PIPE LINE IRRIGATION LAWN HEAD E SWIN —JOINT DETAIL DESIGNED DRAWN CHEO<ED BW/I IL EOM VIL/4. 111 DATE 1 11/02/01 PRJ NO 01 -I1 F.G. MULCH 3LoS COVER DRIP LINE STANDARD VALVE BOX WI WITH 2 OF BARK MULCH COVER WITH BOLT LOCK 3 PVC BALL VALVE 18 MIN. WORTHY AND ASSOCIATES LANDSCAPE ARCHITECIUSE RECREATIONAL PLANNING AND DESIGN 1982 FIRST AVENUE SUITE NUMBER 808 SEATTLE. WASHINGTON 98101 TEL.206 -448 -9270 PAIL208.448 -0807 0 6 N� - - po°So�Y O CV n 3 WASHED DRAIN ROCK, 6" DEEP D1zA IN/FL US+ —I VALUE TRIPLE SWING JOINT .� 1 /2 11 x8 11 NIPPLE SCH 80 PVC FINISH GRADE 12 POP -UP HEAD IRRIGATION Si—IRUS I --fEAD O SUJfN —JOINT DETAIL N.T.S. IRRIGATION DETAILS FINISH GRADE (F.6.) '` -1 90° STR ELL MARLEX (3) 3411 x 5 GATES FLEXOGEN GARDEN HOSE 3 4" MA (MIPT x INS.) LATERAL PIPE LINE GO ^•f AFF -F +. E'J :.U(3 - I .2 °.�CEIVED ':ITY OF i . ":NIILA PERMIT CENTER QUIK PARK OF WASHINGTON LLC SRO SITE TN KWILA, WASHINGTON SHEET NO. L9 14 Alb File: DO I •-• .3(c) 35mm Drawing# ( t • ; LL_ a NOTE: HEIGHT OF ROCK WALL SHOULD NO EXCEED HEIGHT ALT. 4 1072 SPACES 70 STALLS ARE ON 5% SLOPE 1002 STALLS ARE ON LESS THAN 3% SLOPE ) 5 1 ) 1 e I \ 1 h t. • I WALL HEIGHT I .‘ STALLS 3% OR LESS (1002 STALLS) \\., STALLS 3Z TO 5% (70 STALLS) Reference: Base drawing by Perteet Engineering, Inc., dated 5/99. RECYCLE/ ........ •• ...... ••• ••.. ....... ••• ..... •••• ....... ••• ..... ......... : ....... FIGURE 2 ......... AMSTER ...... •.. .......... - APPROPRIATE PROTECUON 'PROPANE WILL HAVE INCLUDING eou.ARqs..PER ... .............. -- FitirCoor•REQUINEMENTs 1 1 I I 1 1 1' 1 1 1 1 1 1 1 : I I I I I I I I I I I T- 1 1- 1 -1 1 -1 1 ---1 1 I 2 — 3 '.•-';`--1."-r' 5 INCH CHINA 6 Si. lit. E , C Z • IIIIIIIIII11111111111111111111111111111111111111111111111111 IIIIIIIIIII111111,11111111111111111111,11r11,11111111-1H11111111111111111111iliiiiiiiffilliii .... • ....... ,/' •.•., .• ..... .•••••••■•••••••••••, .‘•.•••• ....... . ..... ■■•••• •■•■•■ .... P-1 I 0 EXPLANATION: • .0 80 160 SCALE IN FEET 4 VI _th 4 TEST PIT NUMBER AND - 911 I.. '" APPROXIMATE LOCATION( •