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HomeMy WebLinkAboutPermit D01-364 - QUIK PARK - MAINTENANCE BUILDINGDO1-364 Quik Park Maintenance Building 3610 S 158 St � U U 0; NWi W • J H: w 0 2 lLQ' om:. LU H O: Z w w; UU o W W !- V U. Z;. Lll 'U- H= 0 .F'" Parcel No.: 2223049017 Address: 3610 S 158 ST TUKW Suite No: Public Works Activities: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Tenant: Name: QUIK PARK - GARAGE Address: 3610 S 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 DESCRIPTION OF WORK: CONSTRUCTION OF A WOOD FRAMED 2 -BAY GARAGE. PW - INSPECTION OF DOWNSPOUTS. DEVELOPMENT PERMIT ** Continued Next Page ** Permit Number: D01 -364 Issue Date: 01/29/2002 Permit Expires On: 07/28/2002 Phone: Phone: 206 523 -3764 Phone: Expiration Date: 09/30/2002 i I Value of Construction: $19,125.00 Fees Collected: $559.56 Type of Fire Protection: HEAT SENSORS Uniform Building Code Edition: 1997 Type of Construction: V -N Occupancy per UBC: 25 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: Storm Drainage: Y Street Use: N Water Main Extension: N Private: Public: Water Meter: Channelization / Striping: D01 -364 Printed: 01 -29 -2002 ..,,.,,,v..... ......,....•o..w.K. „ u. -a. *mew.eowo•vanxPn gt=M1SSxty, f Signature: Print Name: doc: Devperm City of 'Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: dAitt,e_ MrcHAtt. A sS, / ef---se-ea., Date: 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. This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. D01 -364 Date: 1 _29- 62-- Printed: 01 -29 -2002 v doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 2223049017 Permit Number: D01 -364 Address: 3610 S 158 ST TUKW Status: ISSUED Suite No: Applied Date: 11/13/2001 Tenant: QUIK PARK - GARAGE Issue Date: 01/29/2002 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless Q `.a3ved 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 mechanical work shall be under separate permit issued by the City of Tukwila. 5: 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. 6: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 7: 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. 8: 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. 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: All wood to remain in placed concrete shall be treated wood. 12: 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. 13: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 14: A separate fire department permit is required for propane tank installation. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 17: The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3- 1.1) 18: Portable fire extinguishers shall be securely installed on the hanger or in the bracket supplied, placed in cabinets or wall recesses. The hanger or bracket shall be securely and properly anchored to the mounting surface in accordance with the manufacturer's instructions. The extinguisher shall be installed so that the top of the extinguisher is not more than 5 feet above the floor and the clearance between the bottom of the extinguisher and the floor shall not be less D01 -364 Printed: 01 -29 -2002 doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 than 4 inches. 19: Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 106.3) (UFC Standard 10 -1) 20: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 21: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, 43, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not complete, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) 22: Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 23: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (UFC 1207.3) 24: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 25: When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1003.2.8.2) 26: All exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 1 1/2 hours in case of primary power loss, the exit signs shall also be connected to an emergency electrical system provided from storage batteries, unit equipment or an on site generator set, and the system shall be installed in accordance with the electrical code. (UBC 1003.2.8.5) 27: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #1900. 28: Local U.L. central station supervision is required. (City Ordinance #1900) 29: All new fire alarm systems or modifications to existing systems shall have the written approval of the Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 30: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 31: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 32: For all commercial, multi - family and single family subdivisions, hydrants shall be placed so building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from along the path of vehicular travel. (City Ordinance #1692) 33: Fire hydrants shall conform to American Water Works Association specifications C - 502 - 54; with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. (City Ordinance #1692) 34: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 35: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 36: THESE PLANS WERE REVIEWED BY INSPECTOR 511. IF YOU HAVE ANY QUESTIONS, PLEASE CALL THE TUKWILA FIRE D01 -364 that a hydrant is within 150 feet of any a hydrant to a building is measurd it shall be compression type, equipped Printed: 01 -29 -2002 ih,.. -'.rt �:+ ✓�.'. , ,�a_:4%r,�a: t Ce'ci;: .41it'4rit iid Yr' JAaSA 3�Bd9 tP['0 Signature: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PREVENTION BUREAU AT (206)575 -4407. 37: 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. AiAtd_ 64,ie,(0-eiatk_ Print Name: 11 /Cf a- /1"/Pr ie5 pAcH doc: Conditions D01 -364 Date: / --2- " / Printed: 01 -29 -2002 Lrtiu. m .u,M2iiz4 wt . ..;,rtia v Project Name/Tenant: z U t Gk.. p K � ARAGg. Value of Construction: 4 b6 o Site Address: : y� � ( t ? j, I, 5-6-1-1( i City State /Zip: Tax Parcel Number: Property Owner: S Te.p. k H e ?.EA.ri ())46,4M ► TI'b0- Phone: (4 4 5* -Blot Street Add s , (O p A i& j G 13e I L va6. Lu cjt y State � F' F � Fax #: /4 5 \ 1, ) 4 ,5 - QI U Contractor: & �Y Phone: C4 .451.88 /7 I cd -11(i Ave- , Street Address: C'y Sta /Zip: ey �'e" Ut � 800 Fax #: ( ) .-r�� o$ Architect : /„ vt L v or1 la� `� , r Phone: ( 42,5 1, 64 3 - 4/ 23 Street Address: • ��o� - � � I pi )I Qo�, 1,1) o ily S t /Zip: - Fax #: 64,2.5) 43_6/4,07 Engineer: _ P �y' ei So t� diA/1 �' Phone: C ) /07 S Street ��ri 1 ,044 fjA46 l Ye't O �City�tate /Z,ip $ ?✓ Fax #: / 00) _101 - o Contact Person: Mi GI c�Pil Ay t Phone:i 0 Z3 _,�� 4 Street Address: n ,(� i O � _ K 6154, Sccgtife r w �qgt Fax #: / 2 ,,, 6 ` 2 Q , .... 37 Descripti n of vfork l tq bp done: �+ c -, DY, ? (,�'Cl -t Y Yh e4 'li j o /va Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church El Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University 71 Other YACAN17 Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office • ❑ School /College /University 51 Other 6/1A6 Fi Will there be a change of use? Ca yes ❑ no If yes, extent of change: 4/, � _A . Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm q none CO other (specify) mfiYS Building Square Feet: 0 existing 7 new Area of Construction: 1'SO j- 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 Safety Data Sheets New Commercial / Addition / Multi- Family Permit Application CITY OF TU WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. FOR STAFF USE ONLY JO Number: 1 / Permit Number: ' 1)0 APPLICANT REQUEST FOR PUBLIC WORKS PLAN REVIEW OF.THE FOLLOWING: (Additional reviews may be determinedly the :Public Works Department) El Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑, Fi j e Loop/Hydrant (main to vault) #: Size(s): L cTi t Cet - 0 Cubic yds. yds. 0 Fill cubic El Flood Control Zone El Hauling an enng i y y El Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: El Sewer Main Extension 0 Private 0 Public 5 3-Storm Drainage ❑ Street Use El Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): • 0 Deduct 0 Water Only El Water Meter /Permanent # Size(s): ❑ 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 accepted: //— /3 1'/ NCPERMIT.DOC 1/29/97 Date application expires: Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWNER OR A ENT: !Signature: C- )7j& t� is L G Date: /1-12_0/ Print name: aGHimL Aws -gI( .Phone: (106) 6 Fax #:(166) 5_0337 Address: Po Pox: .,7-4-21 City /State /Zip: - r w4 '38* - ALL NEW COMMERCIAL/ADDITION/ I- FAMILY PERMIT APPLICATIONS MU E SUBMITTED WITH THE FOLLOWING: • ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑ Copy of recorded Legal Description from King County ❑ ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ ❑ Site Plan 1. North arrow and scale. 2. Existing and proposed utilities and existing hydrant location(s). 3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. 4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. - 5. Location of driveways, parking, loading & service areas, with parking calculations & location & type of dump - ster recycling screening. 6. Location and screening of outdoor storage. 7. Limits of clearing /grading with existing & proposed topography at 2' intervals extending 5' beyond property's boundaries, erosion control measures & three buffer protection measures. 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC 18.45.040). 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be removed. 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, species, location and spacing. Location of service areas and vault with proposed screening. 11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 12. .Lowest finished floor elevation (if flood control zone permit required). 13. Civil plans to include size of water supply to sprinkler vault with documentation from contractor stating supply line. will meet or exceed sprinkler system design criteria as identified by the Fire Department. 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). ❑ Vicinity Map showing location of site ❑ Building Elevations (Include dimensions of all building facades and major architectural elements) ❑ Mechanical Drawings ❑ Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) ❑ Architectural drawings ❑ Specifications (if separate document) ❑ Structural Calculations ❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping ❑ Height Analysis ❑ Soils Report stamped by Washington State licensed Geotechnical Engineer '❑ Topographical and Boundary Survey ❑ Tree Coverage Analysis (Multifamily only ) ❑ Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 ❑ ❑ Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA deci ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Pub- lic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) Copy of Washington State Department of Labor and Industries valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent :If the applicant is other than the owner, registered architecbengineer,'or contractor licensed.by the State af:Washitigtoni 'a: notarized letter from: the property owner authorizing the agent to submit this permit: application and obtain the permit will be required as part of this- submittal. ,> I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. NCPERMIT.DOC 1/29/97 MISO ee.r.L.a.:..'R'f ^`tt .f'.rnw,' * n.t'fl' 1fl '. M1R... lnlY�. MM`? SYIl•. tSR . ^R.'#.iilr j.. +p��'. City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2223049017 Permit Number: D01 -364 Address: 3610 S 158 ST TUKW Status: APPROVED Suite No: Applied Date: 11/13/2001 Applicant: QUIK PARK - GARAGE Issue Date: Receipt No.: R020000111 Payment Amount: 206.77 Initials: SKS Payment Date: 01/29/2002 11:04 AM User ID: 1165 Balance: $0.00 Payee: STERLING REALTY ORGANIZATION TRANSACTION LIST: Amount ACCOUNT ITEM LIST: Current Pmts BUILDING - RES INSP FEE - STORM DRAIN PLAN CHECK - RES PLAN CHECK - UTILITY STATE BUILDING SURCHARGE Type Method Description 000/322.100 412/342.400 000/345.830 000/345.830 000/386.904 1' Payment Check 279223 206.77 RD Pmts Re -Dist .00 Description Account Code 321.25 15.00 - 143.98 10.00 4.50 Total: 206.77 3104 01/30 1 7716 TOTAL 206.77 doc: Receipt Printed: 01 -29 -2002 ***** *A * *ikfr* *A *0... * * * * * * * *. **** * *. ** *A*4*.11,4 r * *- *• *ik * *A ** * * * * *4,.** ** • CI TY (.1F T)J1'WILA, WA Reprinted: 11 /13/1 10:21 TRANSMIT �1'* 0 A ** *�4•A•* ** ** A A•A * * * * ; * A . * •* * *: *• * * * * * *A * *•*A * * * *A• *• * * * * * * * * ** * * ' TRANSMIT . Number R 0101449 Amount : 352' '. 79 11/13/01 10: 20 Payment Method:: CHECK; , .Notation :SRO /AIPPERSBACH In it SKS Kermit. No: 001. -364 Type DEVPERM . DEVELOPMENT PERMIT Parcel . No: to Address: 3610 S 158 ST Total Fees: 900. 04 his Payment 352 79 Total ALL Pmts: 352.79 Balance: 547.25 **** it***** ** * *;Olr * * * * * * * ** * * * * ** *A * ** fir • * * * * * * * * * *• * ** * * * * * * * * * * ** count Code Description Amount 00/345.830 PLAN CHECK RES 352.79 . u^:r_tie .4•�:a:�i:o.t�iL.0 V4 4Y :i�t�'.,4i �Si t i t r. {r7 a tt ..�1 ..,. xL': ie} e :....,. i. �.#; G. i +J1.iL.:k..Sit,v,,1L:.,:.L.�a: hLI (.i i•�;d�sJ;.a Zi r QQ W, ;J ' :CO W W W O: LL co a Z � I- O` • Z W al, DII U O N o F-, W w ;. _ p co 'F. O F-. Z Pr ject: WUIK. — 670 ragate e Type of Ins ection: t t�4 Address: 3Colu S 15g 54 D Ca led: 7.._ Special Instructions: Date Wanted to 4 a.m. Requester: ```` Phone_ c -�5 q Jt J'w INSPECTION RECC ) Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. (206)431 - 3670 Corrections required prior to approval. COMMENTS: Date: /0_7192 $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: f+eitiS;4�''Y+;WV.< 44,),',1 :? A4;,.. Pro p Type of Inspection: Ptd Address; Date called: 6/7 02.... Special instructions: 6 . m/61-R- Date wanted: a.m. p.m. Requestera. - s / , � ,—! Phone: $,4 +` r INSPECTION NO. n Approved per applicable codes. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: ff_ ` W iJ / oz FA/v(1) yw-eA-, Inspector: Date: ! 0 / 7A ?., E $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: Project: ((�� '�} t- ulv� C �CnY'iC� Type of Inspection: SeC {u I Address: 3(D \ 0 S 1 S8 S-. Date Called: A -, cr- 0)., Special Instructions: Date Wanted: q...e Requester: Phone No INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per' applicable codes. INSPECTION REC Retain a copy with permit (206)431 -3670 El Corrections required prior to approval. COMMENTS: C) tM ""\ G } `1 or `F() i 1 C) W 1 v�c� C t r.( C O IAC Y t 1' -, Inspector' 4--‘ _ -4034- Date: 62 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: mar a.X,:�;ti..aS4t >aa�k;5 Nf r'cLKy�;J� &*.,f' y • W O 0 CO W , J O W 12 a : J tti Z �.. ZO D U O O P- .O H : = U IL. 1 "' O ty Z U � Z Project: /' '� "' "'� f ►0) P a rk- " Ty of Inspection: . fm i L, f. Dr - Ifi In C Address: - ?(o) D S /.5.6S7 S/ Da7/ a-s ■ `; Special instructions: Dat of ted: a.m� 2- (,/ (C p.m. Reque„ster: h 4 WO Phone• 1 LA t i ne7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwil4, 6 188 Approved per applicable codes. COMMENTS: Inspe Receipt No: r A n/ 47.00 REINSPECTION E REQUIRED. Prior inspection, fee must be paid t 6300 Southcenter Blv•., Suite 100. Call t chedule reinspection. '�.,dY!+Cr}s�Y ar.'.(ilf i? ��ati4'it �i �'i�::...� i �,irr J �. INSPECTION RECO Retain a copy with permit .1( PERMIT NO. (206)431 -3670 Corrections required prior to approval. Date: '7 G -O Date: w' a15e� i`: {? ✓,A.lir. <• tSw'c - 9titr{ fiic 7 ject :. t {�(itGt Type f I p n; /1 k(iL. Aids e � Date called / Special instructions: Date wantet 9 dflIP Requ ter• Phone•_ 3,4 — L i d ` 7 INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: C f\ c 1 Inspector: Date: / _ l m © 2 0 $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: c ti i�¢ x- a...:,2.;'T Project: 4/ / /1 /G -- Al" 4 fe, Type of Inspection: ,0 af e(--; � a u , s Address: �G-io 5 /.5 - rr Date called: 4 ' /9 02 Special instructions: Date wanted: (a: Requestgc. • Phone: yes. 6 5/y‘ 7 ;. INSPECTION NO. INSPECTION RECO Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. . z'` 2a�?�rl` �:" k4w�a4��':.`; t`- x�":' �. �;: �•' � ":i;a:a "?�a } °' ':r"' �:.`. Corrections required prior to approval. COMMENTS: Ce h s+...) 1 ct t Ui-. ~- /Jo h4.; \ c, 11. (A Inspector: Date: 60--c)J O2 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: Date: :Ar P ject « X r6 v � . 60 k age T of Inspection: i� rk vi-, t M Address: 3Co /C, _s /5g 57 Date call 0 i ?fO SRecial instruc Ion : /1YNC.J‘Obe 1061+S ?IuH,b �� L. ?end. Date a ed: !_ Re ter: te a wY1 Phone: 4 1.7 = 34<-_21e/&7 • INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila; V1/A ~98188 . PERMIT NO. (2061431 = 3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Corrcors -- vr�tM r� "1- 41 "7 C nvo I-p : pr) Inspector:` $ ..A. 9 . 9 Date: / 19 2 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: to,54s F l a 1Ea :3i�:+t� a rr t�'c •,K' Y?`�V 1x•>,�{ r: :, � � . n:. 1�:' �. S. AU.. re Fafd^J�', +t ,:.li:$tiitr• :iiittE3iY rt cq�ii An&> t .n1'cuS v.:: ,r i4...Zsw %J.si..��r._YI `.,., r ?{c. r..�svy l" . 4 ,:i� . P oiect: �t v I t— Part' - 64v-41e, Type f. Inspection: r c.t_ Inn I Itl j Address: 10 S 15S/1 - Date (0 ; 1-1 / D J Special instructions: Date w m L? / /7)0a p.m. Requeste r,kas Phone: 31,1c7.- LILA ( INSPECTION RECORD Retain a copy with permi INSPECTION NO: CITY OF TUKWIIA BUILDING DIVISION 6300 Soufhcenter Blvd, #100,. Tukwila, WA 9818 (206)431-3670 n Approved per applicable codes. 14 Corrections required prior to approval. COMMENTS: I C , Z, AA ant/1 Ut Se c wc s 4 Dat , 2 -0 $47.00 REINSPECTI?N FEE REQUIRED,/ Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. all to schedule reinspection. Receipt No: Date: .z t „.1:CIk3�..i�}'i „a :.�.L' +c5a�'�•.w��v'`S:i�r« Ira'+. k:' .'�`:'ir...r,,.i.,a�.til'1.�`+ PERMIT NO. iS1iV44ciu.4. ;. GrFuiv. 1. �� :S =c$ v _ Prc a5t tit ype 'pi Inspe4tion: Address: `3(,10 S • IS8 Date called: C .... I2._ O Special instructions: Date wanted: C a _- r Z -- a.m. o "':i.m. Requester: Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION I 6300 Southcenter Blvd, #100, Tukwila, WA 98188 'Approved per applicable codes. INSPECTION RECO Retain a copy with permit COMMENTS: ( )a itY\ .e .¢t<...C. ti1" c� k.. - .i �C'.r .(. ,(.. t9 Insp= tor: Date: REINSPECTION FEE RE t' UIRED. Prior to i' spection, fee must be paid 00 Southcenter Blvd., Suit= 100. Call to sch dule reinspection. t No: rf Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. ta¢a(':` `r 71f.., i�.r el.�yt::f`�:,'•1 <3 :Y� Jit Z W D2 0 U WI W U W } O : J IL_ N C! F- W Z Z F—? Z O W O P- O I-- W W S H IL W Z' U N Z INSPECTION RECOR Retain a copy with perm INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes: (206)431 -3670 Km. qe Project: r1i)t» k Address ::.. /55 Special instructions: Tvpe of Inspection: t )t / 1 -- sh en /h roti Date c Iled Dati anted trr 5 7(*) Re uester: * 1 - ) n Phor�� `� 5- 31/5- e/(0 7 Corrections required prior to approval. COMMENTS: A // 5 Mr r/�r✓6 /2 V 0-rP S1 0/HA . A l i zivev .00 REINSPECTION E REQUIRE Prior to inspection, fee must be paid 6300 Southcenter Blv , Suite 100. Call to schedule reinspection. Receipt No: Date: : i; : �;: � ` xJ, Y'.. a.' iaadsv: is��' a, ?i;; s�At;;.: �. �: ri:+ �' r ',° r' aG. C !6ii��&' ;r ' :. �`: �:.. �=. r.' x�i'. t- �' 'r..Eii's'.5•;iii'r,� ? "easRii� iii COMMENTS: F our CO 111 p I-e+e. cm S 1ct t Er, C t 5-P (t Ciy D In , t p art > Y6' W 6$ -'v\ 'i \r& rE 1hS{3Pc -vY S Coy, t•pv.144 a5 -mite. .A.is : r<vtS oncLl 4-o 'Per, v °rc ( c �` -r,/ re vinPu,A `. pry, neer or Orr 1\ �4Pc $. J . C0 roc - 4 o r t t ,; (, t DtliC1{ rk\�P LL.>i --\ 1 y ma%L /o.t/l • ?y- A. \ T e of et rQ On ii (tri' In X1.1` Pco,ject: U- : ra r —0 t • 7� l e.... T .Se of Inspec on: J,?' ee iet 1 C ° ►'iC' ..- Address: ?Cv /C1 S /5S • D5 e called: 57 ,Q / ( A •Special instructions: , 4i .j S p e t &/ /h S p e cAr c ShZe, Date w Ate l a.m. .rii.-- er Requ • _�7 y Ph 5- 345 - aLfie, 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 aviffigkui INSPECTION RECO Retain a copy with permit ERMIT NO. (206)431 -3670 Approved per applicable codes. a Corrections required prior to approval. Inspector: '3549 '4,\„10- Date: 5 - c> D $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: .f.nYSYc :' r.' a` frYiti 4.: �- i: +�. ",•ir£id;;Ji#it.' #;;G�;;,:5: L;h�7iw' „M`S'G, \ ?siu.P' : �` utti�roiAa�s,: i- �ti ;'t..{''•:.i.id?"a;k:4i?ia;:'i : iGr ,i�t�F`:.;Sm's, ?:iix`'a;.'t r•'4. °::;;t'ur5.y. r u t l / /a hl�l/Lp 4' / //,( p � o jI / Date called: 5 � 1 I , Special V /cial i INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 bDI (206)431 -3670 COMMENTS: r' i Inspector r $4 .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid p 6300 Southcenter Blv.., Suite 100. Call to s edule reinspection. Receipt No: Date: 51"--- 1 V.—(57, Date: Approved per applicable codes. ❑ Corrections required prior to approval. • °,i.ln.+.ti{'.f;•nSi.:d;,r : ti i:kv� %u� ?�'su ",✓'t�:it�.iin fl, x- 6",°; d,^. rkl` fet�.K,:kn� �u .4i .fk �. rS.'1.0 tA��Y'.'�.,iR: %uc %ii +,t ; :e z Z. 6 JU 00 N WI J 1—: WQ Q co w z H O W ~ w . 0 N . O —: 0 I— W = - V .. z . W — = : 0 1— z Proje U1k.Mt:% Typ of lnspecti n 3 PeUtuitiu t/ ati A Address: {Qi 0 5. 158 $t. Date called: 5" l 'i - Special instructions: p ©uu t4@l2 , 3Upwt• `� Date wanted. a.m. — �� -lg-o2 p.m. Requester: oops Phone: INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION ''6300 Southcenter Blvd, #100, Tukwila, WA 98188 bot- 36/ (206)431 -3670 Approved per applicable codes. a Corrections required prior to approval. C COMMENTS: e Q; 006 ( e eJ 7 /1/7 FJ t lit,, L 111s• ector: Dat , /Vi Cs,t1/6t4._ 0 7 FEE tEQUIRED. Pe r to inspection, fee must be paid a 6300 Southcenter Blvd., S ite 100. Call to schedule reinspection. R eipt No: Date: L. r.;+ W. NniMs C�� <Wa4.Y.l�M1aS.:wJ,......L'... :.v+l .:"4:7� -r,L ;t� :,' <3 +. tY 0 0 . N 0 W ` w z. 1 - w0 gQ ui = C!' Z 1 ,,. Z UO 0 0H 0 : . Z 0 — 00 I z v P 'ect: • (Li 04.. - 6N,ct Typerr7ect .. i es ) si Itr r _ , Date called4 ke 0 ch Special instructions: k @i \ ' VIA-1 Date want yl. f i---if c . .m. Requeste . P M ..- S 3 q5 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: VYNAcul 4.A piut4eN 0 EINSPECTION FEE RE UIRED. Prior to in ection, fee must be paid at63 0 Southcenter Blvd., Suite 00. Call to sche4ile reinspection. Receipt No: Date: 7 < • z w 0 ( J) 111 Lil u_ u l 0 u.. ( 11 a m iLl Z l-0 Ui Z w 0 ( 0 0 — CI I— W ‚ Lii E• z z x E JECT MANU OF F- AIRPORT ARMING FACILITY Tu kwila, Washington ovember 2001 alvin Jordan Associates, Inc. Architecture Urban Planning Landscape Architecture Since 1970 •01- z z .i U 00 co 0 W = . J SLl. w g Q co a = w z � 1- 0 Z I— w U � oI- 111 u j U LL F, O Z` W co 0I z • 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 Pages 02830 Chain Link Fencing 3 DIVISION 3 - CONCRETE 03300 Cast -in -Place Concrete 13 DIVISION 2 - SITE DIVISION 4 - MASONRY NOT USED DIVISION 5 - 05500 DIVISIONS 6 06100 06200 06240 DIVISION 7 - 07200 07310 07460 07620 07920 DIVISION 8 - 08100 08210 08360 08630 08710 08810 DIVISION 9 - 09250 09510 09650 09680 09900 INDEX TECHNICAL SPECIFICATIONS Quik Par!' Airport Parking Facility METALS Miscellaneous Metals 3 - WOODS AND PLASTICS Rough Carpentry 9 Finish Carpentry 4 Plastic Laminate 2 THERMAL AND MOISTURE PROTECTION Insulation 1 Asphalt Shingles 4 Siding & Trim 3 Sheet Metal Flashing & Trim 2 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 RL.'. 11Uariti'f.VIL;r _.a DIVISION 10 - SPECIALTIES 10440 Signage 1 10520 Portable Fire Extinguishers 2 10800 Toilet Accessories 2 DIVISION 11 - EQUIPMENT NOT USED 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 Pal Mt-Airport Parking Facility 2 w co rte 2 w, w J N LL w 0 ' g J Z I-0 Z I. w w 0 F-- = w ! U . — O : ui U � F= Z 0 • µ 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 F-: w' 0 0 N U, . W= I- w w 0 u _ j � z � zo uj p . ;0 - 0 2. Miscellaneous bolts, expansion anchors, washers, nuts, screws, etc. ~ w .� required for the attachment and installation of the chain link fencing 0 ; items. w Z N '. P H 0 Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the Chain Link Fencing 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. Chain link fencing, slats and gates; Quality Assurance: 1. 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 7': ?::Y;:'..�::JY,•..4�CS'riYk i vF.'.i` "- 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. 3. 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. 5. 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. PART 3 - EXECUTION 3.01 Installation: A. 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. 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. 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: B. d. Section 03300 CONCRETE 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 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. Concrete footings, column footings, bollard footings, foundation walls and stem walls; 2. Concrete floor slabs, including compacted crushed rock, vapor barrier and perimeter insulation; 3. Concrete HVAC equipment pads and trash enclosure pad.. Quality Assurance: 1. 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 ". 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 •t 4. 1. ACI 211, Standard Practices for Selecting Proportions for Normal, Heavyweight, and Mass Concrete. h. ASTM C -94, "Standard Specification for Ready -Mixed Concrete" In case of conflict between the referenced standards, the more stringent requirements shall govern. g. a . Z '., n e w J U Workmanship: The Contractor is responsible for correction of concrete co o work that does not conform to the specified requirements, including w w J H ; strength, tolerances and finishes. Correct deficient concrete as directed by co u. the Architect. w 0 2 g J LL a a. Submit to the Architect two (2) copies of manufacturer's printed ►- i z �.. F- 0 z I- . b. Shop Drawings: Submit five (5) copies of shop drawings for steel j o reinforcing indicating all critical dimensions for determining fit 0 N : and placement in the concrete work. All shop drawings must be o �- approved prior to fabrication. = Inspection (By Owner): The Owner may engage the services of a testing LL. z agency to conduct inspection and testing of the concrete work and its v N placement to determine its compliance with these Specifications. The 0 t-' Contractor shall cooperate at all times with testing agency and provide z required testing samples and access to all necessary areas of the Work. Submittals: PART 2 - PRODUCTS 2.01 Materials: A. Form Materials: batching and mixing instructions. Quik Park Off - Airport Parking Facility 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 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. B. 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. Welded Wire Mesh: Welded plain cold -drawn steel wire fabric, ASTM A185. 3. Steel Wire: ASTM A82, Plain cold -drawn steel. Concrete Materials: 3. Water: Clean, fresh, drinkable. 4. Air - Entraining Admixture: ASTM C260. Quik Park Off - Airport Parking Facility 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. 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. 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 l y Architect. Concrete 03300.3 z I-- I z :. JU ' WI. cc 2 t wo N L . W O g u- = = w zF E- O Z ~ j o' O cn; CI I w w ` 11. ui z O — O z Ti I E. D. Curing Materials: Quik Park Off - Airport Parking Facility 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 hardeners /sealers are specified to be used. 1-Z' a: W ' � J o 00 co W= J 1. Perimeter Insulation: Shall be 2" thick Styrofoam brand Square Edge, w 0 rigid, extruded polystyrene board, meeting ASTM C578, Type IV, with a total R -value of 11, as manufactured by The Dow Chemical Company, or Q approved equal. _co a I- 11 J 2. Expansion Joint: Shall be/2" thick fiber board pre- molded expansion zt— U.1 mil 3. Compacted Crushed Rock: Shall be manufactured from ledge rock, talus, v N or gravel. 5/8 "minus in size. The materials shall be uniform in quality and o H . substantially free from wood, roots, bark, and other extraneous material. = w F- rz . L I 4. Vapor Barrier: 6 Mil. thick clear polyethylene film, type recommended z for below grade application. 2. Sheet Materials: Shall conform to ASTM C171. Related materials: joint. 5. Concrete Sealer - Interior: Shall be Lapidolith chemical hardener and ?. Penetrating Sealer 20 as manufactured by Sonneborn Building Products Div., or approved equal. Proportioning and Design of Mixes: 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 off = 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 PART 3 - EXECUTION 3.01 General: 5% for 1'h" to 2'/z" 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: 3" min., 4" max. Footings & Walls: 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. A. 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 a~ w . U O' co w = . H : C0 W w 0 co I f- i Z �. Z • ? o • ff w w _ 0 Ili UN O ~' 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 z established in Section 3.11 of this Specification. re Q W : t . 2. Verify that all compaction is complete and approved prior to placing J v compacted crushed rock or excavation for footings. c.) O 0 w � C. Excavation: Excavate to the established lines and grades. Remove all loose soil. , l N Where soft spots are encountered, remove all defective material and replace with w O lean concrete at no additional cost to the Owner. 4 2 _ ` g J 3.02 Forms: U) a = W _I A. Design, erect, support, brace, and maintain formwork to support vertical and z i lateral loads that might be applied until such loads can be supported by the w O te structure. Construct formwork so concrete members and structures are w concre -1 j Q . of correct size, shape, alignment, elevation and position. v ON o l- Design formwork to be readily removable without impact, shock, or damage to = uj cast -in -place concrete surfaces and adjacent materials. I —O z Construct forms complying with ACI 347, to sizes, shapes, lines, and dimensions di shown; and to obtain accurate alignment, location, grades, level, and plumb work rz f- in finished structures. Provide for keyways, recesses, screeds, sleeves, z 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. Preparation: Quik Park Off- Airport Parking Facility 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 • 3.03 Reinforcement: 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 concrete. Accurately position, support, and secure reinforcement against displacement by formwork, construction, or concrete placement operations. Locate and support reinforcing by metal chairs, runners, bolsters, spacers, and hangers, as required. Place reinforcement to obtain at least the minimum coverages for concrete protection. Arrange, space and securely tie bars and bar supports to hold reinforcement in position during concrete placement operations. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. Do not place reinforcing bars more than 2" beyond the last leg of continuous bar support. Do not use supports as bases for runways for concrete conveying equipment and similar constructions loads. Concrete protection (cover) for reinforcing steel shall be as follows: Footings and other unformed surfaces, earth face 3" Formed surfaces in direct contact with earth 2" Beams, Columns, and surfaces exposed to weather 11/2" Slabs and Walls (Interior face) '/" A. Construction Joints: Locate and install construction joints, which are not shown 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 uJ aa 2 J V • UO: CO ❑ • J= • •U w O .2 co D. a • = z � I-O • wu w' • U fn • O � Po t- w w . s F - r - � • — p, • ui Z z 3.05 Miscellaneous Materials: 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. C. Embedded Metal: Miscellaneous metal to be embedded in concrete shall be placed accurately and held in correct position while the concrete is placed. The 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 where necessary. 3.06 Concrete Pouring: A. Concrete Placement: Quik Park Off - Airport Parking Facility Perimeter Insulation: Insulation shall be installed with mastic in locations shown on Drawings in accordance with Manufacturer's recommendations. 1. Pre - Placement Inspection: Before placing concrete, inspect and complete the formwork installation, reinforcing steel, and items to be embedded or cast -in. Thoroughly wet wood forms immediately before placing concrete, as required where form coatings are not used. 2. General: Comply with ACI 304, and as herein specified. Deposit concrete 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 ...a.., r;ti��i,:dtJ:i�;a3b:t1•a•t.x „ G.' dt°' a' ii"•..:: i�4 +iiG:i::• ...ds':Yi �': ti} q%* PJYno ,, idcYi`ti'{1i.� ^Y`.ti���3..' tlaolhA 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 M 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 �, ; ic ,Wt,54 ire r`a 1.': •14;" :ai"6 u'Rw'`o5acAlii key • 3.08 Removal of Forms: A. Removal of Forms: A. b. Provide moisture - retaining cover curing as follows: 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. 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: Quik Park Off - Airport Parking Facility 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. 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. Miscellaneous Concrete Items: 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 it s':irtii r:r rna'A:LAdiai_v a,4•16iS0J114., r.� tan 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. Q � Cut honeycomb, rock pockets, and voids over 1/2" diameter, and holes left t by tie rods and bolts, down to solid concrete, but in no case to a depth of v . less than 1 ". Make edges of cuts perpendicular to the concrete surface. v co 0 Before placing cement mortar, thoroughly clean, dampen with water, and ' 11.1 z brush -coat the area to be patched with neat cement grout. N w 0 . 2. Repair of Unformed Surfaces: Test unformed surfaces, such as 2 monolithic slabs, for smoothness and to verify surface plane to tolerances g Q. specified for each surface and finish. Correct low and high areas as herein N a specified. Test unformed surfaces sloped to drain for trueness of slope, in addition to smoothness, using a template having required slope. z I- O zt- Repair finished unformed surfaces that contain defects that adversely 2 D 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 conditions. co Correct high areas in unformed surfaces by grinding, after concrete has cured at least 14 days. Correct low areas in unformed surfaces during, or 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 A. 3.10 Sealing of Concrete: Exterior: Seal exterior exposed concrete slabs with sealer in strict accordance with Manufacturer's recommendations. 3.11 Backfilling and Compaction: A. Backfilling: Quik Park Off - Airport Parking Facility 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 Concrete 03300.13 PART 1- GENERAL 1.01 General: 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. PART 2 — PRODUCTS 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: 1. Galvanize, unless otherwise indicated. 1. Galvanize after fabrication. Quik Park Off - Airport Parking Facility A. 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. Shop -paint all items not specified to be galvanized after fabrication. 1. Weld corners and seams continuously; grind exposed welds smooth and - flush. Form exposed connections with hairline, flush joints; use concealed - fasteners where possible. Rough Hardware: Furnish custom fabricated bolts, plates, anchors, hangers, dowels, and other miscellaneous steel and iron shapes for framing and supporting and anchoring woodwork. C. Bearing Plates: Provide for steel items bearing on masonry or concrete, as shown. Drill plates to receive anchor bolts. D. Miscellaneous Framing and Supports: Provide as required to complete work and 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. 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. F. 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 �w . t.iLiriU Gw r iA� 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 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 Rough Carpentry work as shown on the Drawings and as specified herein. B. Work Included: The work of this Section shall include, but is not necessarily limited to the following: Section 06100 ROUGH CARPENTRY 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: Quik Park Off - Airport Parking Facility 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 D. 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. 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 • rem U ;. U O' ' ,C0 W: w O: ga u. ? z � I-- O '. U O - ;o w w' = U w z P. H �. O E. Submittals: Job Conditions: 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 ". 1. 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. 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. 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. Provide dressed lumber, S4S, unless otherwise shown or specified. 2. Provide seasoned lumber with 19% maximum moisture content at time of dressing. 3. Framing lumber shall be graded and marked in conformance with W.C.L.B. Standard Grading Rules for West Coast Lumber No.16, latest edition furnish to the following minimum standards: Sheathing 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. 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. 2. Roof Sheathing: Shall be 5/8" (nominal) 4 -ply T & G APA rated sheathing 32/16, Exposure 1,sized for spacing. 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 conformance. All beams shall be Douglas Fir combination Rough Carpentry 06100.3 ..'.wsa'... vo.0 !tM A1;Tfn1I.`:•.4wto 3 la Quik Park Off- Airport Parking Facility 24F -V4 for simple spans and 24F -V8 for Cantilever and continuous spans. F 2,400 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. E. 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: Top chord live load 40 psf Top chord dead load 12 psf Bottom chord dead load 5 psf Total load 57 psf 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 4 tad 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- SP 1), phosphate pretreatment (SSPC -PT3), and painting with rust - inhibitive primer (FS TT -P- 57, Type II), 2.0 mils dry film thickness. Those in contact with masonry shall be hot dip galvanized in accordance with ASTM A153. Timber Fasteners and Anchorages: Provide size and type as indicated and as recommended by applicable standards, complying with applicable Federal Specifications for nails, staples, screws, bolts, nuts, washers, and anchoring devices. H. Building Paper: 15# asphalt saturated fiberglass felt, nonperforated, ASTM D226. I. Wood Treatment: PART 3 - EXECUTION Quik Park Off- Airport Parking Facility 1. Preservative Treatment: Where lumber, plywood, engineered lumber (LVL, PSL) or glu -lams are exposed to weather, or in contact with concrete or masonry, or are specified herein to be treated, they shall comply with the applicable requirements of the American Wood Preservers Bureau requirements of the American Wood Preservers Bureau (AWPB). Mark each treated item to comply with the AWPB Quality Mark requirements for the specified requirements. Pressure -treat above ground items with water -borne preservatives complying with AWPB LP- 2. After treatment, kiln dry to a maximum moisture content of 15 %. 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 3,01 General: A. General: Discard units of material with defects which might impair the quality of 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 required levels and lines, with members plumb and true and accurately cut and fitted. Quik Park Off- Airport Parking Facility Securely attach carpentry work to substrates by anchoring and fastening as shown and as required by recognized standards. Use common wire nail, except as otherwise indicated. Select fasteners of size that will not penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting of wood; pre -drill as required. Wood Nailers, Blocking, Backing, Furring and Sleepers: 1. Provide wherever shown or where required for attachment of other work. Form to shapes as shown and cut as required for true line and level of work to be attached. Coordinate location with other work involved. 2. Attach to substrates as required to support applied loading. Countersink bolts and nuts flush with surfaces, unless otherwise shown. 3.02 Wood Framing: A. Wood Framing, General: 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- II -B -1 of the 1997 UBC. Rough Carpentry 06100.6 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 Z 1 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- w bearing partitions. Nail or anchor plates to supporting construction. 6 0 0 2. Construct corners and intersections with not less than three studs. Provide ° miscellaneous backing and framing as required for support of facing —J "— materials, fixtures, specialty items and trim. N w w 0 was B. Stud Framing: in height. C. Rafter Framing: Quik Park Off - Airport Parking Facility 2 u.Q co ° I 3. Provide multiple 2 x 12 headers over and double studs each side of all ~ z z1-- openings in stud bearing walls unless noted otherwise. Frame openings 1— 0 with multiple studs and headers. Provide nailed header members of w 1-- thickness equal to width of studs. Set headers on edge and support on 2 D D jamb studs. U N 0 4. Provide continuous solid blocking at mid - height of all stud walls over 8' = v u. 0 Z D. For non - bearing partitions, provide double jamb studs and headers not less o than 4" deep for openings 3' and less in width, and not less than 6" deep 0 H for wider openings. z Provide continuous horizontal blocking row at mid- height of partitions over 8' high, using 2" thick members of same width as wall or partitions. 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 3.03 Trusses/ Rafters: blocking (2" thick by depth of joist) over supports. Quik Park Off- Airport Parking Facility 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. 4. Install full depth vented blocking at all bearing points of rafters. D. Ceiling Joists: Provide member size and spacing shown, and as previously specified for joist framing. Face nail to ends of parallel rafters. Where principle ceiling joists are at right angles to rafters, frame as indicated with additional short 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. A. General: Provide trussed rafters where shown. Comply with the applicable requirements of the NLMA's "National Design Specifications for Stress Graded Lumber and Its Fastenings" and the Truss Plate Institute's "Light Metal Connected .Wood Trusses ". Fabricate trusses as shown. Use wood materials of the sizes shown and of the 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 values as published in official grading rules conforming to PS 20 "National Grading Rule for Dimension Lumber ". 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 A. 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. Wall Sheathing: 1. General: Application shall be in accordance with APA's Design /Construction Guide: Residential & Commercial Form E30. 2. 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. END OF ROUGH CARPENTRY Rough Carpentry 06100.9 z • Q W c u� o" J U 00, co 0 ' w i. .w o. ¢. Z � • w acc :O o w W � I-' —O Z U u) O •z _ ; • 1.01 General: A. 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. • � PART 1- GENERAL 1.02 Quality Assurance: A. Quality Standards: Except as otherwise shown or specified, comply with specified provisions of the following: Standing and running trim Counter tops Section 06200 FINISH CARPENTRY Related Work Specified Elsewhere: 1. Plastic Laminate, Section 06240. 2. Pre- Manufactured Cabinets, Section 12300. Quik Park Off - Airport Parking Facility Work Included: The work of this Section shall include, but is not limited to the following: Architectural Woodwork Institute (AWI) "Architectural Woodwork Quality Standards ", 6th Edition, Version 1.0, 1993. 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. 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 , 0,,,s :4•∎,.; A. 1.03 Submittals PART 2 - PRODUCTS 2.01 Materials: A. Wood: Fabrication: 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. 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. A. General: Quik Park Off- Airport Parking Facility 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. 2. Measurements: Before proceeding with fabrication of woodwork required to be fitted to other construction, obtain measurements and verify dimensions as required for accurate fit. B. Quality Standards: For the following types of Architectural woodwork, comply with the indicated standards as applicable. 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: C. Finish for Architectural Woodwork: Quik Park Off- Airport Parking Facility 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. 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. 4. Finishes: All Architectural Woodwork shall be prefinished in accordance with AWI Transparent System Code TR -1, Custom Grade. 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: 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 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. 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. Clean woodwork on exposed and semi - exposed surfaces. Touch up shop- applied finishes to restore damaged or soiled areas. C. Complete the finishing work specified as work of this Section, to whatever extent not completed, at the shop or prior to installation of woodwork. D. 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 I i Quik Park Off- Airport Parking Facility PART 1 - GENERAL 1.01 General: 2.01 Materials: Section 06240 PLASTIC LAMINATE 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. . Work Included: The work of this Section shall include, but is not limited to the following: PART 2 - MATERIALS Wainscoting on Restroom Walls; Countertops; Backsplash. Related Work Specified Elsewhere: 1. Section 06200 - Finish Carpentry 2. Section 12300 - Pre - Manufactured Cabinets Plastic Laminate: 1. Plastic Laminate for Counter Tops: General Purpose Type, Federal Specification L -P 508H, Style D, Type I, Class I. 2. Plastic Laminate for Vertical Surfaces: General Purpose Type, Federal Specification L -P 508H, Style D, Type I, Class II 3. 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 - -j PART 3 - EXECUTION 3.01 General: 1 Quik Park Off- Airport Parking Facility 5. 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. END OF PLASTIC LAMINATE Plastic Laminate 06240.2 PART 1— GENERAL 1.01 General: PART 2 — PRODUCTS 2.01 General Building Insulation: PART 3 — EXECUTION 3.01 Installation: Section 07200 INSULATION Quik Par 'ff- 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 bait, FS HH -I -521 F, 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. 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 ._..w._i..r, ke :......, i.. t..: t. N,::+.:.:: Si. d'. ti. W;: ci;:i.::;K;il.:�;•�1 3 ,.•.;t w . 15. • 00 to o'. • u m: w 0. • J' LL Q' w . • z I- t- 0 Z w w' U � 0 H: ' w w. z Z • 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 Asphalt Shingle work as shown on the Drawings and as specified herein. 1. Section 07620 - Sheet Metal Flashing & Trim. 1.02 Quality Assurance A. Applicator /Contractor shall supply Architect with verification of a minimum of five (5) years roofing experience. 1.03 References: A. ASTM D 3161 -81, Standard Test Methods for Wind Resistance of Asphalt Shingles. B. ASTM D 3018 -89, Type 1, Specification for Class A Asphalt Shingles Surfaced With Mineral Granules. Submittals: Section 07310 ASPHALT SHINGLES Related Work Specified Elsewhere: Quik Par,. ,off- Airport Parking Facility 1. Samples: Provide two (2) of style selected indicating full range of colors. 2. Manufacturer's Literature: Material description indicating material characteristics, performance criteria, limitations and recommended installation procedures. 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 ..�. s; .,� �:f +•4�a'" �, .i 'a ;: bz .' »ice' . .£t :J'i:'J�sS::. r0.' v. y. �e?b ixlida':i�s;iv.+;lCti�.t. §t.a 14;s5 - a,�it � til: '; {x:.�S2Civ:;!.r.''t. . 1.04 Warranty: 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 PART 2 - MATERIALS 2.01 Materials: Quik Par,. ff-Airport Parking Facility E. UL 790, Tests for Fire Resistance of Roof Covering Materials. F. UL 997, Test for Wind Resistance of Prepared Roof Covering Materials. G. Residential Asphalt Roofing Manual as published by Asphalt Roofing Manufacturers' Association, July 1989 Issue. 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. Handle carefully. Shingles can be broken in cold weather or their edges damaged in hot weather. 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 30 lb. ASTM non - perforated organic felt. C. Mineral Surfaced Roll to match composition shingles as manufactured by Owens - Coming Fiberglas, or approved equal. Asphalt Shingles 07310.2 1 I—. w w2 00 N J am: • u- w 0 u.¢ D. =a F .w , z � z �. tu D O O I- w • w U . � ` - O w co 0~ z 3.01 General D. Edge and Flashing shall be 26 gauge galvanized metal. Quik Pat. )ff- Airport Parking Facility 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 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. 3.02 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 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 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. In areas unlikely to self -seal down or heavily shaded areas of high wind areas, the contractor shall "hand tab" with the referenced sealant installing a minimum of three (3) spots per shingle. F. Install Hip & Ridge shingles by cutting full Supreme Saver composition shingles into three (3) twelve (12) inch by twelve (12) inch Hip & Ridge shingles. Commence installation at ridge in opposite prevailing wind direction. Fasten Hip shingles on each side with approved fasteners location five and five- eighths (5 5/8) inch from exposed end and on (1) inch up from edge. Fasten Ridge shingles to ridge vent using Mid - America Building Products manufacturer's recommended installation guide for location and spacing and nailing requirements. Install all Hips in a double application. Cover all exposed nail heads with plastic cement. G. Install valley by centering a 36" wide mineral surfaced roll into valley. Fasten with enough fasteners to hold in place located one inch (1 ") from the edge. Lay first course of shingle across valley onto adjoining roof area. Lay first course from adjoining roof area twelve (12 ") over valley joint on top of previous course. All laps shall be cemented. Do not place fasteners closer than six inches (6 ") to center line. 3.04 Ridge Cap Installation: 3.05 Clean Up: Quik Park ff- Airport Parking Facility 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. Asphalt Shingles 07310.4 • 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 Wood Siding & Trim work as shown on the Drawings and as specified herein. C. Work Included: The work of this Section shall include, but is not limited to the following: Wood Siding Wood Shingles Soffit Venting 1:02 Quality Assurance: PART 2- PRODUCTS 2.01 Materials: Section 07460 Associates Work Specified Elsewhere: 1. Section 06100 2. Section 07620 - 3. Section 07920 - 4. Section 09250 - 4. Section 09900 - WOOD SIDING & TRIM — Rough Carpentry Sheet Metal Flashing & Trim Sealants & Caulking Gypsum Wallboard Painting Quik Par. )ff- 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 v t' r PART 3 - EXECUTION 3.01 Installation: A. Siding: Exterior Trim: Quik Par. off- Airport Parking Facility B. Wood Shingles: Shall be Heritage Straight Edge Shingle Plank, factory primed, as manufactured by James Hardie, or approved equal. C. Exterior Trim: Shall be rough -sawn tight knot Cedar, sizes as indicated on the Drawings. D. 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. 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 • .+S %ti..,i.:.:.::s:'._.:uil�ii" .. , '•W1- .+..:Li'.�:Y ;,,.• . �.. r. , is vtS�l:t.L•sY J:u..'i.`.:,:.4 S z i• re 2 • 0 0 N o : w U) U. w0 J < 22 d � uJ. z � I-0: z 2o O N • :o al w! U LI 0 . l iJ ,z 3.02 Protection: Quik Park Off - Airport Parking Facility 3. Install with minimum number of joints possible, using full- length pieces (from maximum length of lumber available) to the greatest extent possible. 4. 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 with manufacturer's instructions. Soffit Venting: Install soffit venting continuously at all soffits as indicated on the Drawings in accordance with manufacturer's instructions. Exposed Exterior Plywood: Install plywood with minimum number of joints possible, using full- length pieces to the greatest extent possible. All joints shall have ship lapped edges; no butt edges shall be allowed. All joints shall occur over supports and be sufficiently nailed to provide smooth, continuous surface. A. Protection: Advise the General Contractor of requirements for the protection of the siding during the remainder of the construction period. Advise installers of other work of the required limitations on boring holes through siding. 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. END OF WOOD SIDING & TRIM Siding & Trim 07460.3 PART 1 - GENERAL 1.01 General: PART 2 - PRODUCTS 2.01 Materials: Section 07620 SHEET METAL FLASHING AND TRIM 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. Codes and Standards: Comply with the provisions of the following codes, specifications and standards, except as otherwise shown or specified: 1. SMACNA Architectural Sheet Metal Manual. Quik Park Off - Airport Parking Facility 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 Z `' : ire 1 1:: 6 .J U. 10 0: CI • W= • •J IL' u of u. � ! a . u± _ F- z � I- o z I uf o C O I-. i • H V'. • w Z : U N Z Quik Park Off - Airport Parking Facility H. Metal Downspouts: Shall be prefinished 3" x 4" x .024" thick aluminum downspouts. Color White. PART 3 - EXECUTION 3.01 Execution: 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. B. 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. Apply all sealants and caulking compound strictly in accordance with Manufacturer's instructions. Flashings: All flashing furnished and materials used shall comply with the requirements of the roofing material and the roofing subcontractor, and subcontractor installing the exterior siding. 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 & Triin 07620.2 e4 Tif 441:t v i PART 1- GENERAL 1.01 General: PART 2 - PRODUCTS 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. B. 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. 2.01 Materials: A. Sealant: Shall be Silicone Construction Sealants by Corning, General Electric, or approved equal: color to be clear, unless noted otherwise. B. 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 v 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. Work shall be done prior to painting. END OF SEALANTS & CAULKING Quik Park Off - Airport Parking Facility Use nozzle width of proper size to fill joint neatly and completely. Minimum application temperature 40° F. 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. Bond Breaker shall be used between sealant and expansion joint material, if recommended by sealant manufacturer. Sealants & Caulking 07920.2 1 7 PART 1— GENERAL 1.01 General: 1.03 Submittals: Section 08100 B. 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. Quality Assurance: B. Shop Drawings - Hollow Metal Doors and Frames: HOLLOW METAL DOORS & FRAMES Provide hollow metal doors and frames as herein specified. 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 Hollow Metal Doors & Frames work as shown on the Drawings and as specified herein. A. 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. 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. 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: Quik Park Off - Airport Parking Facility 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. 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: 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. A. Hot - rolled Steel Sheets and Strip: Commercial quality carbon steel, pickled and oiled, comply with ASTM A 569 and ASTM A 568. B. Cold- rolled Steel Sheets: Commercial quality carbon steel, complying with ASTM A366 or ASTM A620 and ASTM A568. C. 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. 2.02 Fabrication - General: 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. Hollow Metal Doors & Frames 08100.2 a!J in:.+c:+:S.:3l.ir.1:':M:•...ira 5i��:.i:tiv:. +:i.Si1{''" "` ;K�Lir1,u`si _J. Quik Park Off - Airport Parking Facility 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. E. Exposed Fasteners: Unless otherwise indicated, provide countersunk flat patch head security screws. Heads shall be twisted off and ground flush. F. Finish Hardware Preparation: 2.03 Hollow Metal Doors: Fabricate exterior doors, panels and frames from cold - rolled sheet steel. 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. 2. 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 A. (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: 2.04 Hollow Metal Frames: Quik Park Off - Airport Parking Facility 12 ga. Hardware reinforcement unless noted otherwise 14 ga. Lock Reinforcement 7 ga. Hinge Reinforcement 18 ga. Face Sheets 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. 2. Anchors: Provide frames with a minimum of three anchors per jamb as required for adjoining wall construction. PART 3 - EXECUTION 3.01 Installation: A. Fabrication & Installation: 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 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 ground smooth. Filling: Use mineral filler sparingly to conceal seams, not for concealing defects in workmanship. Hardware Preparation: Provide concealed reinforcement of sheet or bar steel to receive hardware, etc., for all hardware form templates furnished by the hardware supplier. Drill and tap to template requirements for field installation of hardware. Finish: After fabrication and thorough cleaning, bonderize and give all metal surfaces one shop coat of quality primer. Frames: Deliver frames with temporary floor spreaders and do not remove until frames are secured in place. Reinforce, mortise, drill and tap frames at factory as required to receive hardware, provide metal boxes. Provide three holes in jamb frame for silencers END OF METAL DOORS & FRAMES Hollow Metal Doors & Frames 08100.5 PART 1— GENERAL 1.01 General: E. PART 2 — PRODUCTS 2.01 Materials: A. Interior Flush Doors: Section 08210 WOOD DOORS Door Thickness: 1 -3/4" thick, except as otherwise indicated. 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 Wood Door work as shown on the Drawings and as specified herein. Except as otherwise indicated, provide wood side panels and transom panels (if any) to match wood doors. Where indicated, provide louvers, glass and glazing, and similar items into wood door construction. Finish is specified in Section 9T. 1. Prefit, premachine and prefinish wood doors at factory or shop, prior to delivery. In addition to manufacturer's product data and instructions, submit samples representative of each type of door and finish required. Warranty: Provide 2 -year warranty, agreeing to replace, refinish and reinstall defective doors, including doors which have warped or show photographing of construction behind face, or noncompliance to tolerance limitations as defined by NWMA. 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 2. Use waterproof glue in the construction of stile - and -rail doors for exterior exposure. : . Z • a; w Shop Finish: c§ vo . O 1. Prefinish all wood doors at the door factory of finishing shop. w =; - 1- 2. Comply with recommendations of AWI for factory finishing of doors w 0 including final sanding with No. 6/0 finishing paper immediately before the first application of finishing materials. Q co 3 a. Provide finishes of the type indicated complying with door z = manufacturer's applicable standard finish specifications. - F-: 0 . Z F- D. Prefitting and Preparation for Hardware: w n o 1. Prefit and premachine all wood doors at the factory. o Y-=: :W w` 2. Comply with the tolerance requirements of NWMA for pre - fitting. I- ~ - Machine doors for hardware requiring cutting of doors. Comply with 0 final hardware schedules and door frame shop drawings and with ui co hardware templates and other essential information required to ensure � _. proper fit of doors and hardware. z ~' PART 3 - EXECUTION 3.01 Execution: A. Installation: Quik Park Off - Airport Parking Facility standards of the Ponderosa Pine Woodwork Assoc., or the Fir and Hemlock Door Assoc.; prepared for transparent finish. 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 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: END OF WOOD DOORS Quik Park Off - Airport Parking Facility 1. 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. Wood Doors 08210.3 . 1:: Y'i::: I. IY' i'11.a�..�ta:'.:.5.:.s41.:>.•�. �.. U 0. 'No. (0 11J • W JF CO W 0 G g 52 a Z 1.- t- 0 Z CU uj, 0 I- w. W -0 z U N'. I. 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 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: Section 08360 SECTIONAL OVERHEAD DOORS Quik Park Off - Airport Parking Facility 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. ASTM A229 - Steel Wire, Oil- Tempered for Mechanical Springs. ASTM A526 - Steel Sheet, Zinc - Coated (Galvanized) by the Hot -Dip Process, Commercial Quality. ASTM B209 - Aluminum and Aluminum -Alloy Sheet and Plate. ASTM B221 - Aluminum -Alloy Extruded Bars, Rods, Wire, Shapes and Tubes. ASTM E330 - Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. Sectional Overhead Doors 08360.1 ::".rr�iza6M1J.i: },l':dti:�Cn a'ri• <.n :k� ; ;:1'V trs:. j 1.04 Quality Assurance: Quik Park Off - Airport Parking Facility A. Sectional overhead doors and all accessories and components required for complete and secure installations shall be manufactured as a system from one manufacturer. 1.05 System Description: A. Sectional Overhead Door: Type: Aluminum B. Mounting: Continuous tapered angle mounting for wood jambs. C. Material: Aluminum. Operation: Manual 1.06 Submittals: A. Shop Drawings: Clearly indicate the following: Design and installation details to withstand 18 PSF wind load. All details required for complete operation and installation. 3. Hardware locations. 4. Type of metal and finish for door sections. 5. Finish for miscellaneous components and accessories. 1. Product Data: Indicating manufacturer's product data, and installation instructions. 1.07 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. PART 2 - PRODUCTS 2.01 Manufacturer: Sectional Overhead Doors 08360.2 J A. Crawford, Kinnear, Wayne Dalton or approved equal Aluminum sectional overhead doors complete as specified in this section, or approved equal. 2.02 Materials: Quik Park Off - Airport Parking Facility 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. Finish: Extrusions etched and bronze anodized to meet specifications. 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. D. Hardware: Hinge and Roller Assembly: 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. E. Counterbalance: 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 • 4' ' 1'sa. ' ifbi 'r'i,'U' ".Se'.c'Suki�rC.:�k• ^«. 2.03 Operation: A. Manual with pull rope. 2.04 Locks: A. Omitted. 2.05 Weather - stripping: r w 6 J U U O 0 w 111 A. Doors shall be equipped with replaceable bottom section PVC vinyl "U" shaped . p astragal. w PART 3 - EXECUTION 3.01. Installation Header and jambs shall be equipped with an aluminum/vinyl type seal. A. General: D. 1. Install doors in accordance with manufacturers instructions and standards. Installation shall be by an authorized Crawford/Kinnear /Wayne- Dalton representative. Quik Park Off - Airport Parking Facility Verify that existing conditions are ready to receive sectional overhead door work. 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. 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 VINYL WINDOWS PART 1 - GENERAL 1.01 General: Section 08630 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 Vinyl Window work as shown on the Drawings and as specified herein. Related Work Specified Elsewhere: 1. Section 07920 - Sealants & Caulking 2. Section 08810 - Glass & Glazing C. Quality Assurance: 1. Codes and Standards: Comply with the provisions of the following codes, specifications and standards, except as otherwise shown or specified: a. b. D. Submittals: Uniform Building Code, 1997 Edition. American Architectural Manufacturers Association (AAMA) Publication 101V-86 1. 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. 2. 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 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 '''A" 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. 3.02 Cleaning: A. Quik Park Off - Airport Parking Facility 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") 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. 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. Adjust operating sash and hardware to provide tight fit at contact points and weather - stripping. Lubricate hardware and moving parts. 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 Vinyl Windows 08630.2 7 PART 1- GENERAL p- cc u6 m U O A. Related Documents: Part II, Section I of the Contract and Division l of these . co 0 Specifications apply to the work specified in this section. w =` --I F-: N u. B. Description of Work: The work of this Section shall include all labor, materials w O and equipment required to complete the Finish Hardware work as shown on the g Drawings and as specified herein. u_ Q I p ci 1. Provide all finish hardware and suitable fastenings for complete work in s ~ i Z F- accordance with drawings and this section of the specifications. F„ O z I- ww 2. Items not specifically mentioned, but necessary to complete the work, U o .. shall be furnished to match the items specified for similar locations in 0 N quality and finish. 0 I- 41 w: Related Work Specified Elsewhere: IL_ r u- 0 z 1. Section 08100 - Hollow Metal Doors & Frames w cn U — i 2. Section 08200 - Wood Doors 1- H z 1.01 General: 1.02 Standards: A. Conform with requirements of Uniform Building Code as pertains to work specified hereunder. 1.03 Keying: A. Construction Keying System: Provide separate keying system during construction. Cores for final keying system shall be installed at completion of construction. B. Section 08710 FINISH HARDWARE Quik Park Off - Airport Parking Facility 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 1.04 Submittals: 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. Packing and Marking: 1. PART 2 - PRODUCTS 2.01 Materials: 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. B. 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 2.03 Manufacturers: Quik Park Off - Airport Parking Facility A. 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. Locksets & Latchsets: Shall be manufactured by Best, or approved equal. 1. Cylinders shall be Best, as indicated in the hardware schedule. 2. Locksets shall be furnished with sufficient strike lip to protect trim. 3. All locks shall have wrought box strikes. Closers: Shall be as manufactured by Norton, or approved equal. 1. Types: a. All closers shall be sized as recommended by the manufacturer's catalog. Any wind condition or mechanical ventilation systems should be taken into consideration, and the closer size should be increased accordingly. c. If, after the closers are installed, a larger size closer is required, the hardware supplier shall furnish the larger size at no additional cost to the installing contractor. 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. 1. 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 i;iiL.ii;9ti ^ =:+� - 11 :a:.�aiSaRti:'v'n....y.l.r'.x': ;:i 'vs�i:.:..c -< - - E. Kickplates: Shall be as Stainless Steel as manufactured by Hagar, or approved equal. Quik Park Off - Airport Parking Facility 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. 2. 3. 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. 2.05 Hardware Schedule: 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) 1'/2 Pr. Butts - Stanley FBB191 1 Ea. Privacy Lockset - Schlage 3 Silencers HARDWARE GROUP D (Doors #110) 11/2 Pr. Butts - Stanley FBB191 1 Ea. Lockset - Schlage 3 Silencers Finish Hardware 08710.4 HARDWARE GROUP E (Doors #109) 1 Bi -Fold Hardware - Hager 2 Finger Pulls PART 3 — EXECUTION 3.01 Submittals: a! 00 N 0' : w J H N U . w O . g Q . cn = d tux �. � z w . U � O . After the schedules have been approved, make any necessary corrections = w` and send two revised copies to the Owner for use during construction. �- v O W z: . 0 • 1—z Finish Hardware: Quik Park Off - Airport Parking Facility 1. The Contractor shall submit to the Owner for approval, six (6) copies of a complete schedule of finish hardware required. 2. Schedules must be completely detailed in vertical form including all quantities, stock numbers, finishes, and sizes. List hardware for each opening separately. 3. Approval of the finish hardware schedule shall not relieve the Contractor of the responsibility of errors or omissions. Templates: 1. Hardware for application to metal shall be made to template. 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.) 3. 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 j Quik Park Off - Airport Parking Facility each opening as to location of installation in accordance with approved hardware schedule. END OF FINISH HARDWARE 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: A. Glazing of doors; Glazing of vinyl windows; Glazing of doors; Safety glazing. Section 08810 GLASS & GLAZING Work Included: The work of this Section shall include, but is not limited to the following: 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 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. 1.03 Delivery, Storage and Handling: 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 -J 1.04 Quality Assurance: 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. 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. 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. Manufacturer's Technical Recommendations: Quik Park Off - Airport Parking Facility Perform glazing work in accordance with written recommendations from the glass manufacturer of glass fabricator and the "Glazing Manual" of the FGMA. 2. Certify glass compatibility with glazing materials (i.e. insulating glass sealants, structural sealants and silicones, gaskets, setting blocks, etc.) Glass & Glazing 08810.2 PART 2 - PRODUCTS 2.01 General: Quik Park Off - Airport Parking Facility 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: B. 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. 3. Glazing Gaskets: Shall be extruded, flexible PVC gaskets of the profiles shown, or as required for watertight construction; comply with ASTM D2287. 4. Sealant: Shall be silicone construction sealant, General Electric series 1200, Dow Corning series 781, or approved equal. Glass & Glazing 08810.3 1.1�'.y... PART 3 - EXECUTION 3.01 Execution: A. Standards and Performance: Preparation for Glazing: 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. Protect glass from edge damage at all times during handling, installation and operation of the building. 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. Comply with combined recommendations of glass manufacturer and manufacturer of sealants and other materials used glazing, except where more stringent are shown or specified, and except where manufacturer's technical representatives direct otherwise. 5. Inspect each piece of glass immediately before installation and eliminate any pieces which have observable edge damage or face imperfections. 6. Inspect each piece of glass immediately before installation, and eliminate any which have observable edge damage or face imperfections. 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 J Quik Park Off - Airport Parking Facility Glazing: 1. 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. mo w' . -J U UO Q N LU • Nw , Cure, Protection and Cleaning: �. w O g - w < w d: z w. Protect exterior glass from breakage immediately upon installation, by ? '- attachment of crossed streamers to framing held away from glass. Do not z O apply markers of any type to surface of glass. ▪ n 3. Remove and replace glass which is broken, chipped, cracked, abraded or ; I` damaged in other ways during the construction period, including natural = w causes, accidents, vandalism and theft. u. O .. Z • Maintain glass in a reasonably clean condition during construction, so that v it will not be damaged by corrosive action and will not contribute (by 01--,. wash -off) to the deterioration of glazing materials and other work. z 3. Sealant: Apply sealant at all inside corners. 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. 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 ... zi�.`Yi%.elit6i..� .:y',. •.. i. �i. isd ,::�a.- .F::i�.+wti:i:,�:'c,:E: PART 1-- GENERAL 1.01 General: PART 2 - PRODUCTS 2.01 Materials: this Section: Section 09250 GYPSUM WALLBOARD Quik Park Off - Airport Parking Facility C4 1 ug = J U co 0 W = . t -J w O '; • Work Included: The following is a partial list of major items of work included in u. Q - • d z I- O Z �. 0 O ' O — O I— 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. 1. Gypsum wallboard; 2. Exterior gypsum wallboard soffits; 3. Taping and texturing of all gypsum wallboard. 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. 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. 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. D. 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 �;t.;; i,., e.: S,;, vt�i;::. i:. �s., le; �:::.:, aw., S,; u. x.:...c�:t�::rs.,..'xi�.�.u«u?: into. inks. � idaiiu��cat l Y.:k�s , :..i.!t:�s.�} „ t , y dx s:•:it �t,:`_4sf:,:S�• }t.r�.r �...�..5� v PART 3 - EXECUTION 3.01 Execution: A. Surface Conditions: 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. Installation: Discrepancies: Do not install gypsum drywall until all unsatisfactory conditions have been corrected. 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. 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: Quik Park Off - Airport Parking Facility 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 c. Adhesive: Apply in accordance with manufactures recommendations. Joint Treatment: General: a. Inspect all areas to be joint treated, ascertaining that the gypsum wallboard fits snugly against supporting framework. 3. 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. D. Corner Treatment: 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. In interior areas where joint treatment and compound finishing will be performed, maintain a temperature of not less than 55 Degrees F. for 24 hours prior to commencing treatment, for the entire period of treatment, and until joint and finishing compounds have dried. 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. 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 �-- w re ug U . U WI J H , U) w w 0; g z �.. 0 Z ~ 2 o U O - of ww . HU 91 . F O z w Nt OC O z._ Finish: Other Metal Trim: Quik Park Off - Airport Parking Facility 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. 1 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. 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. 1. General: Do not proceed with this work until all surfaces are properly prepared, surfaces are primed to receive paint over texture coating, and are acceptable to receive the specified coatings. Finish: Provide smooth, flat wall finish for all exposed walls. Cleaning Up: Use all necessary care during execution of this portion of the work to prevent scattering of Gypsum wallboard scraps and dust and to prevent tracking of joint 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. END OF GYPSUM WALLBOARD Gypsum Wallboard 09250.4 • I ..4'G2:t (..n.. 1. i....:.. ii. r .l..ati` \f�i':....,.....r.,!...r ..r..:. / - e:1:,�1L.:.1'u.a..r 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 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. 1.02 Quality Assurance: A. Submittals: Submit two (2) samples of each product specified for Architect's approval prior to installation. References: PART 2 - PRODUCTS 2.01 Materials: A. Ceiling Tile: Section 09510 ACOUSTICAL CEILINGS 1. ASTM C635 - Standard Specifications for Metal Suspension Systems for Acoustical Tile and Lay -in Panels. ASTM C636 - Recommended Practice for Installation of Metal Suspension System for Acoustical Tile and Lay -in Panels. 3. CISCA Ceiling Systems Installation Handbook. Quik Park Off - Airport Parking Facility 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 PART 3 - EXECUTION B. Suspension system: 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 Q w re 2 6 UO CO 0 w w =. N u. w 0 . A. Inspection: _ 1. Examine areas to receive materials for conditions, which will adversely = a affect installation. Provide written report of discrepancies to General ~ _ Contractor and Architect. 0 z I- 111 2. Do not start work until unsatisfactory conditions are corrected. U '0 — 1 3 Work to be concealed: Verify work above ceiling suspension system is LLJ complete and installed in manner, which will not affect layout and v : installation of suspension system components. u,,, ~O ' w co B. Field dimensions shall be verified prior to installation. U 1= _ 0 1— ; z C. Suspension System: System shall be installed in accordance with ASTM C363, CISCA installation standards, UBC Standard 25 -2 and any other applicable code requirements. 1. Arrange suspension system and orient, as shown on Reflected Ceiling Plans. Grids shall start centered in the space and work toward the walls. l 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 i LCD tr.. JY4itn .44 z F. Quik Park Off - Airport Parking Facility 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 Acoustical Ceilings 09510.3 • 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 Resilient Flooring 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: PART 2 - PRODUCTS 2.01 Materials: C. Vinyl Composition Tile (VCT) Rubber Base Section 09650 RESILIENT FLOORING Quik Park Off - Airport Parking Facility Submittals: A sample of each resilient flooring material and the cove base shall be submitted to the Architect for selection of patterns and colors. A. 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. B. 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 z ur U. U 0 co 0 W = w 0 g J: u. fn 1 z � I"'0 Z w ;. ° cn: = U IL �- —: uiz 0 N . 0 z j PART 3 - EXECUTION 3.01 General: 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. 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: Quik Park Off - Airport Parking Facility 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. 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 r'f FS�w•.: r'.Jsi:3st:;t �<. §�sas,';w:ttyk.= +..> .., v wit PART 1- GENERAL 1.01 General: A. Description of Work: The work of this Section shall include all materials required to complete the Carpeting work as specified herein. B. Related Work: The Following is a list of related work specified elsewhere: Quality Assurance: PART 2 - PRODUCTS: 2.01 Materials: A. Carpet: Section 09680 CARPETING 1. Section 09650 - Resilient Flooring, Quik Park Off - Airport Parking Facility 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 Contractorfrom 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. 2. 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 � U • 00: w I. 1-- u. • .w O • 17_ • 1- .z I . U D. O ,D w W' F- _ Ali z. • N ' H= o z B. 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. C. 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. PART 3 - EXECUTION: 3.01 General: 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: 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 & Aikman, or approved equal 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 -" • seal-i•eitfaz' Quik Park Off - Airport Parking Facility 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. A. Protection: Provide covering for carpet after installation to easily withstand abuse of the anticipated construction process. 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 Carpeting 09680.3 .. U O' , N 0 .. mo w z; am : CO w : w 0 ` LL. Q = Z Z w: D w m i t U' IL/ CO O z 1.01 General: Section 09900 PAINTING Quik Park Off - Airport Parking Facility 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. C. Work Included: The work of this Section shall include, but is not limited to the following: 1.02: Quality Assurance: 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. 1.03 References: 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. Structural Steel Painting Council (SSPC) 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 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: 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: Paints of other manufacturers may be substituted at the approval of the Architect. Behr Process Corp. Sherwin - Williams Co. Olympic Stain Pittsburgh Paint Co Pratt & Lambert Co. Wallboard: a. Primer: PVA Sealer. b. Paint: Interior Eggshell Latex Enamel. Wood: a. Interior (Unfinished): Stain: Oil Wiping Stain Sealer: Alkyd Sanding Sealer Finish: Alkyd Varnish - Flat Exterior Wood Siding & Trim: Paint: Exterior Satin Latex Enamel Quik Park Off - Airport Parking Facility E. I. Dupont Co. Glidden Co. Parker Paint Mfg. Co. Preservative Paint. Rodda Paint Painting 09900.2 a. Ferrous: PART 3 - EXECUTION 3.01 General: Primer: Modified Alkyd rust- inhibitive primer. Paint: Exterior alkyd gloss enamel. Galvanized: Primer: Oil -alkyd metal primer. Paint: Exterior alkyd gloss enamel. c. Aluminum: Primer: Acid etch Paint: Exterior alkyd gloss enamel. Quik Park Off - Airport Parking Facility w g Q = a Z �.. F- 0' Z W Cl. LI z U Colors: All colors shall as selected by the Architect from the manufacturer's F- _ standard colors. Undercoats shall be of slightly different color to permit ,z 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 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. A. 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 :i+nu�n',•..v:�F6': �. C+' ..tWi.GUV:Yict= "w'�tt '.:f.JtnP:: »N "ib • v 1 3.02 Paint Schedule: Surface 1. Wallboard 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. 2. Interior Unfinished: Wood 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. 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. 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 than 5 hours prior to application of paint. 6. Aluminum (Unprimed): Prepare surface similar to galvanized metal then acid etch surface with clear phosphoric acid (Preservative Paint No. 28 -56 or approved equal). Material Coverage Rate Primer 1 Coat @ MDF 1.0 Mil Finish 2 Coats @ MDF 1.0 Mils 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 :v'` . * a a .. r..a. -, Protection: Metal (Ferrous, Shop Primed) 3.05 Right of Rejection: 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) 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. 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. 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. 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. PART 2 - PRODUCTS 2.01 Materials: A. Identification System: Provide signs and identifications as follows: PART 3 - EXECUTION 3.01 Installation: Section 10440 SIGNAGE END OF SIGNAGE Quik Park Off - Airport Parking Facility 1. Individual room identification for toilet room doors, clearly marked "MEN" or "WOMEN ", with 2" high letters on a blue background and handicapped symbols. A. 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. Signage 10440.1 PART 1— GENERAL PART 2 — PRODUCTS 2.01 Materials: PART 3 — EXECUTION 3.01 Installation: Section 10520 PORTABLE FIRE EXTINGUISHERS Quik Park Off - Airport Parking Facility 1.01 General: 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. 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. D. 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, 10 ib. 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 1 zk re Liu. 0 0: • ' Nw, N u_ w 0 g J' ?. D. a . = ▪ w Z I- 0: Z LLI 0 N ; ww U rf w z 0 H: z END OF PORTABLE FIRE EXTINGUISHERS Quik Park Off - Airport Parking Facility 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. Portable Fire Extinguishers 10520.2 PART 1 - GENERAL 1.01 General: PART 2 - PRODUCTS 2.01 Materials: I. Section 10800 TOILET ACCESSORIES Quik Park Off - Airport Parking Facility 7 A. _ 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) 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). 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 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 manufacturer's written instructions and approved submittals. . Mounting Heights: Shall be in accordance with the 1994 Uniform Building Code and the requirements of Washington State Regulations (WAC 51 -20). END OF TOILET ACCESSORIES Quik Park Off - Airport Parking Facility Toilet Accessories 10800.2 PART 1 - GENERAL 1.01 General: C. Related Work Specified Elsewhere: 1.02 Submittals: 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. Work Included: The work of this Section shall include, but is not limited to the following: Cabinet bases; Cabinet doors, drawers, shelves & associated hardware. 1. Section 06200 - Finish Carpentry 2. Section 06240 - Plastic laminate Quality Assurance: SECTION 12300 PRE- MANUFACTURED CABINETS Quick Park Off - Street Parking Facility 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. 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 tL[ Ja:+ as:;:.+; a. i;: eF: t«.; Aii ;.,:,:3ti�.a.s:.4.«iala'•I.�.. .r tilGbkusi"1 v�;;tk.� "11L.rki+w': »:.t.L� :itw,c 6 J 00 o• W I CO w. wo ga z �-. f- O Z F- w w 2 U N . O w • w I- -, ui Z' U — . 1.03 Job Conditions: PART 2 - PRODUCTS 2.01 Materials: 1. Construction: c. Base cabinets shall have 3/4" thick stretchers. 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. B. 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. 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. 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. 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: Quick Park Off - Street Parking Facility 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. 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. 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. 17:a,.s:wire.r i is et a�: END OF PRE - MANUFACTURED CABINETS Pre - Manufactured Cabinets 12300.3 oc w . JU c� 0: .tn ' w = J F N LL ' 0, In w; z � •Z o • U • O cn, ww •_ H �. •- Z. U = . '0 F z PART 1 - GENERAL 1.01 General: Drawings: Ordinances and Permits: Workmanship: Section 15050 Quik Park Off - Airport Parking Facility BASIC MECHANICAL MATERIALS AND METHODS 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. 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. 1. The drawings are to some extent diagrammatic and do not attempt to show exact details. Verify all measurements and connections on the job, and check vertical clearances. 3. 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 G. Mechanical Equipment: Quik Park Off - Airport Parking Facility 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. PART 2 - PRODUCTS 2.01 General: A. Sleeves: 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. 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. Unions: 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. E. Copper Tubing: 1. Ream thoroughly to remove all burrs. 2. Polish contact surfaces of fittings and pipes before fluxing male and female surfaces of joints. Basic Materials and Methods Section 15050.2 4 ;t sr- r urn w.• ir� »::, .. :s „rcr 'iM kS >s } ..J Quik Park Off - Airport Parking Facility Sil -fos or Sil -braz on all underground work. 4. 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. 2. Plugs: Cast - bronze or brass, threads complying with ANSI B2.1, countersunk head. Floor Drains: 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 Quik Park Off - Airport Parking Facility 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. 3. Change size in piping with reducing couplings; bushings not acceptable. 4. Install all piping parallel with the building and other piping. 5. 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. 7. 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. 9. 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. E. Floor Drains: 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 1 Trap Primers: Responsibility and Guarantees: 2. All work, material, and equipment to be free of defect. END OF BASIC MATERIALS AND METHODS 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. 2. Place plugs in ends of uncompleted piping at end of each day or end work stops. Operating Instructions: 1. Instruct Government's maintenance and operating crew in the proper operation of all equipment and, in the care of the Mechanical installation. Before, or at the completion of the work, furnish to the Owner two neatly bound sets of Manufacturer's parts list, operation and maintenance instructions for each piece of equipment installed. 1. Make complete mechanical installation, connecting to equipment shown on the plans, or called for in the specifications. 3. Without cost to Government, correct all defects and failures discovered within one year from date of final acceptance. 4. 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. Basic Materials and Methods Section 15050.5 1.01 General: PART 2 - PRODUCTS 2.01 Materials: Section 15400 F-� Z PART 1 - GENERAL r e w J0. 0 ..N W. A. Description of Work: The work of this Section shall include all labor, materials, a and appliances required to complete the Plumbing work as indicated N equipment PP � e9 P g W 0; on the Drawings and as specified herein. Work of this Section shall include: 2 g J: !J. Q` 2. Plumbing fixtures as scheduled. Z W . A. PLUMBING Domestic supply, waste and vent piping. Water Supply System: 1. Building Piping Material: a. Aboveground: Type "L" hard copper. b. Wrought copper fittings. Bend piping with Senna Bender where practicable. c. Underground: Type "K" or "L" copper. Quik Park Off - Airport Parking Facility 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 .' e.JJw��: >�.:li. Plumbing Fixtures: 1. General: a. Obtain exact locations from architectural plans. e. All trim chrome - plated. g. Quik Park Off - Airport Parking Facility 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. f. 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 carriers 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. Fixtures: 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 3.01 Installation: c. 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. C g ; r • U: O : 0 0 W: w =: L; w O; e. In -Line Water Heater: 2 Instant -Flow tankless electric water heater, Model S -60I, with 1.0 Q . GPM Flow rate, 45 PSIG min. water pressure required with flow cn control. (1 required) W z F . I O. z � U , N . Shut -off Valve w —. Class 125, bronze, screw -in bonnet, solid wedge, rising stem, by x v 81Nibco, or approved equal. u. ~O z: Floor Drain c Zurn Model No. Z- 415 - =P floor drain with 1/2" trap primer p E-, . connection by Zurn, or approved equal. (2 required) z f. Hose Bibb Model 5609QT Series non -freeze wall hydrant with vacuum breaker by Jay R. Smith, or approved equal. (2 required) PART 3 - EXECUTION Quik Park Off - Airport Parking Facility Shut -off Valve: Class 125, bronze, screw -in bonnet, solid wedge, rising stem, by 81 Nibco, or approved equal. 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: 1.02. Submittals: Section 15500 Quik Park Off - Airport Parking Facility 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. Quality Assurance: 1. 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. American Society of Heating and Refrigeration and Air - Conditioning Engineers (ASHRAE). Air - Conditioning and Refrigeration Institute (ARI). e. ANSUNFPA 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 1 .• 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 2.01 Heating & Air Conditioning Equipment PART 3 — EXECUTION 3.01 Inspection: 3.02 Units: A. Split System Heat Pump: Shall be Model No. TWR030C 100A 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. 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. 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. 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. :22.2 w2.2.222.222- 3.03 Spare Parts: Quik Park Off - Airport Parking Facility 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. Drain Piping: Provide trap at condensate drain; construct at least 25mm (1 inch) deeper then fan pressure in inches of water. Heating, Ventilating, and Air Conditioning (HVAC) 15500.2 z o: g J U O O N 0 w= J1... w O: u. za _ . z �. o . z I- U 0. O � 0 F- w w 2 11- O, z 0 0 3.03 Insulation: A. 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: • Quik Park Off - Airport Parking Facility Furnish to Owner, with receipt, for each unit: 1. 1 set matched fan belts for each belt - driven fan. 2. 1 complete set filters for each unit, not including new filters to be installed after testing and balancing. Insulate piping, condensate drains, and all other associated appurtenances. 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 mo w ` J O. .0 0, o, W = ' A. Description of Work: The work of this Section shall include all labor, materials, u _ N w equipment and appliances required to complete the Air Distribution work as w O indicated on the Drawings and as specified herein. 2 • u. 1. Work Included: The following is a list of the major items of work N d z � � 0. Z f-: w w o: co : 0 — s w H V;. IL � : to e. All associated materials and miscellaneous items necessary for a z complete air distribution system. PART 1 - GENERAL 1.01 General: PART 2 - PRODUCTS 2.01 Materials: A. Ductwork: included in this Section: Section 15800 AIR DISTRIBUTION a. Ductwork; b. Duct Insulation; c. Dampers, Registers and Grilles; d. Exhaust Fans; Quik Park Off - Airport Parking Facility 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 .• i�,C�4A»IUVN`•' ..y :'ti 4 °�i�t:.`scS'«'yiiyl ?s - . �:;4'.,; {�l� v n 3.01 General: 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. Duct Insulation: 1. Manufacturers: Shall be Owens - Corning, Schuller, PPG, Knauf, Armstrong, or approved equal. 2. 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. Flexible Fiber Glass Blanket: ASTM C553, Type 1, Class B -2; flexible 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. Duct Insulation Accessories: Staples, bands, wires, tape, anchors, corner angles and similar accessories as recommended by insulation manufacturer for application indicated. x...at� 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 A. General: Contractor shall be responsible for complete air distribution system in accordance with state and local codes and best practices of the trade. 3.02 Ductwork: j A. General: Installation shall be in strict accordance with manufacturer's recommendations. 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. C. 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: 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. Quik Park Off - Airport Parking Facility Air Distribution 15800.3 END OF AIR DISTRIBUTION In Quik Park Off - Airport Parking Facility 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. Air Distribution 15800.4 Project Info ProJect Address a PARK orr- AxeronT PARKING rACxLITY Date 7/26/2001 r'oy?ls are :. Allowed x Area S 160th. & OLD MILITARY RD. For Building Department Use RECEIVED CITY OF TUKWILA NOV 11 3 1 2001 3 PERMIT CENTER 1.20 TUKWILA, VI ASxxwGTON Applicant Name: =lc PARK 01T-AIRPORT PARKING rACnITY Applicant Address: 1 Applicant Phone: 60.0 Location (floor /room no.) fie? ?Fr. Occupancy Description . - ''Allowed ,. Watts per ft " 1 n t -i1 "tcK .3 nr. ' Area in ft • r'oy?ls are :. Allowed x Area Covered Parking OITXC»: BUILDING 1.20 1120.0 1344.0 r2- 4TT.YLUO.SURJACI N/2 -r32Te £LL=C.O AST 1 60.0 60.0 F3- 4rT.rLUO.14iALL 11/1 -132Te £LLEC.BMTJST 2 32.0 64.0 Location Description Allowed Watts per ft or per If Area in ft2 (or If for perimeter) Allowed Watts x ft (or x If) Covered Parking rx- 4rT.rLUO.sURrACi w/3 -132Te c LLZC.BALLAST 0.2 W /fi 87.0 1131.0 Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ Less than 60% of the fixtures are new. agdlokfajl„hting_we is not being Increased Location (floor /room no.) Fbdure Description Number of Fixtures Watts/ Fixture Watts Proposed rx- 4rT.rLUO.sURrACi w/3 -132Te c LLZC.BALLAST 13 87.0 1131.0 r2- 4TT.YLUO.SURJACI N/2 -r32Te £LL=C.O AST 1 60.0 60.0 F3- 4rT.rLUO.14iALL 11/1 -132Te £LLEC.BMTJST 2 32.0 64.0 r4- 60W ING1NDZSCLNT SOCKET 1 60.0 60.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total 1......_ Proposed Watts _ _ • • _ . Lighting Summary •i • .i •w LTG -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms 'Project Description New Building ❑ Addition ❑ Alteration Compliance Option I O Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces dearly on plans.) Maximum Allowed Lighting Wattage (Interior From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts ballasts only, me aeiauii table in me rirctu I ecnnical rkererence used. Proposed Lighting Wattage (Interior) .. A•• i 1• - •i - i. - i i_ _i- . .d: Maximum Allowed Lighting Wattage (Exterior L% {i4?ariti3kjkUis s "i is !1•tr••••'.z.4,•txaAli:; ;11X�YiA Z.�.;� �t...a.f..Y i.7 .t ry12,•?. First Edition -June. 1998 1344'. 0 c:� Location • Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed IS- MX IV= PAJZIC 1f/1 -50tr IMO 65.0 65.0 Total Proposed Watts may not exceed Total Mowed Watts for Exterior Total Proposed Watts 65.0 1997 Washington State Nonresidential Energ Open Parting Outdoor Areas Bldg. (by facade) Bldg. (by Perim) Btruonro MINIM Note: for building exterior, choose either the facade area or the perimeter method, but not both) .,.: •uII• .s • lig 0.2 W/ 0.2 W /ft 0.25 W /ft 7.5 WAf 172.0 Total Mowed Watts 1290.0 1290.0 use mrgr nstea maximum input wattage. ror nxtures wnn nara -wires, u ro Proposed Lighting Wattage (Exterior) default table in the NREC Technical Reference Manual may also be used. • •W m". _J 0 VO; N 0, W 2` LL W O• s g . :1—W. • _, H Z F— O ` • .O H. • 2 U. 111 . • U N. • • 0 Lrse LPA= Mme') Use' LPA= (W1 t Painting, welding, capenty, rrechite shops ❑ 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 T T - 8 or PL, and 3. Lamps are 5 Watts, and . 4. Ballasts are electronic ballasts Police and firestatbns 1.2 Babe shops, beauty shops 2 Ma OW 1 Hotel banquef/canfaencerexhibition haM'. 2 Assembly spaces°, audtoriums, gymnasia°, theaters 1 1 c 777 • res : Process penis Aircraft repar hatgas 1.5 Restaurants/bas 1 Cafeterias, fast food esta3ishments 1.5 Retail A" 1 Factories, workshops, handling areas T.b - Retail BT°, Retail banking 1.5 Gas stations, auto repair shops` 1.5 Locke and/or shower fadities 0.8 Institutions [5 Warehouses", storage seas 0.5 Libraries [5 Aircraft sbrage havers 0.4 Nursing hones 1.5 Parking garages s•• Soda' 1b32 Wholesale stares (paiet rack shelving) 1.5 Mal concourses 1.4 Plans Submitted for Common Areas Only' Sctods txildings, sc'tod classrcon s, day cae centers 13 Canon are oorriacs, b66ies (except mall 0.8 La mdries 1.3 Taiet facil"6es and washrooms 0.8 Office tuidrgs, off'iceracininistrafve as in facilities of other use types (inckxfing but rot limited to schools, hospkals, institutions, museurt'B, tonics, churcheS) 1.2 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers 0 Other Qualification Checklist Note: It occupancy type Is "Other' and fixture answer Is checked, the number of f 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 T T - 8 or PL, and 3. Lamps are 5 Watts, and . 4. Ballasts are electronic ballasts • •• I. 1111 01 . c keg • -, 1. 1 • •t •liar - • 11 Lighting Summary (back) LTG -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms Table 15-1 Unit Lighting Power Allowance (LPA) for Interior Lighting First Edition - June, 1998 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 canparable use specified in the table See Section 1512 for exempt areas. 2. The watts per square Boot may be increased, by tv.e percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3. Watts per square foot of room maybe increased by two percent per foot of ceiling height above twelve feet 4. Fa all other spaces, such as seating and common areas, use the Unit Ligh PowerAllovlunce far assembly. 5. Watt 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 far 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 eommat areas, which may include elevator space, lobby area and rest roans. Common areas, as herein defined do not include mall concourses. 8. For the fire engine roam, the Unit Lighting Power Allowance is 1.0 watts per square foot 9. For indoor sport tournament courts with axlacent 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 &play, 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 axjustable tungsten halogen and HID merchandise display illuminaries are exempt Retail B allows a Unit Lighting Povver Allowance of 1.5 watts per square foot, induding 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, far 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 racks. The height allowance defined in footnote 2 applies only to the floor area not covered by racks. Footnotes for Table 15-1 ,yet;;. ti ".j' •�.r Mtr.^.`+3"h':.%'Tt7'� ";1�; :S «n � :4:. 0000 »: Ly.c.L1.:.rw:.;:o...:• _ . ... .. '% ,._ ....,.._w- ......,...�.,.,�, «._. .. ,.. .K, 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 30.0 Ni Other Roofs Concrete/Masonry Option Tukwila, NA 96199 Opaque Walls s terling Realty organisation 11.0 Below Grade Walls Applicant Phone: 11.0 Floors Over Unconditioned Space Slabs -on -Grade 10.0 Radiant Floors Maximum U- factors Opaque Doors Vertical Glazing 0.900 Overhead Glazing Maximum SHGC (or SC) Vertical/Overhead Glazing I 1.000 Project Info Protect Address Quik Park off- Airport Parking Facility Dat 11/12/2001 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 3610 South 158th Street For Building Department Use R ECENEb C OA U L NOV 1 3 2001 pp PERMIT PrAtrr• Concrete/Masonry Option Tukwila, NA 96199 Applicant Name: s terling Realty organisation Applicant Address: Po Box 91723 Bellevue, .A 98009 Applicant Phone: (425) 455 -8151 Space Heat Type 0 Electric resistance 0 All other (see over for definitions) Glazing Area Calculation Note: Below grade wane 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 0 yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for quaNfications. Enter requirements for each qualifying Q assembly below. 45 Envelope Summa • • Climate Zon t ENV -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms 1994 Washi ton State Nonresidential Ener Code Com • Iiance Form June, 1995 uLn (Project Description New Building ❑ Addition ❑ Alteration ❑ Change of Use Compliance Option ri Prescriptive 0 Component Performance (See Decision Flowchart (over) for qualifications) 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) U -factor _..... FILE _ COPY rlr „ r.crs” 5'r;tar,'lrnr'a;4 t % raw:Cili�u .4 • 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 Crape 1 as U0 Gazirg Oitelia Mat? Crrgg Nklt. CN Atea% U U 9- o0�k Q40 QM 1.00 . _ All I J a, ',tidied? CrapW Is ss(( R1i RIO Sdavgart %Ismer g ist R3D A11 dherlods R21 R19 ga RIO Sabsaide � Ibdart floors RIO Gx qued�as UQ60 iaM O at? . 0415% a90 1.45 1.00 1520°i6 0.75 1.40 1.00 ai31% 1.30 ace 3040% 0.9) 1Z Q45 All kalaGm inddled? ai3wils(e4 RIO Rdso.cr Wks R33 PI Oh:texts R30 irg Wit. CH Sabsongade R-10 All kalaGm inddled? ai3wils(e4 RIO Rdso.cr Wks R33 PI Oh:texts R30 RRcaso tnoord R Sabsongade R-10 Mat kas R10 Crape 1 as U0 Gazirg Oitelia Mat? Crrgg Nklt. CN Atea% U U 9- o0�k Q40 QM 1.00 Envelope Summa back) Climate Zon ENV -SUM 1994 Washington State Nonresidential Energy Code CompNance 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 all space heating types: Other. Al other space heating systems including gas, solid fuel, al, and propane space heating systems and those systems listed in the exception to electric resistance. (continued at right) All iralatianirldalle f? C ClitaiaPM? rg rg Ai % U� 0-1 9{3C 0415% 090 1.45 1.00 1527% 0.75 1.40 1.00 2030% 060 1.30 a66 30409 0 1Z Q45 cal kalatan ktAatled? Gazing Oitaia PM? 00,2 /o Q40 Q3) 1A0 All weilsR19 insid s: • .0 I.:, t 1994 Washington State Nonresidential Energy Code Compliance Form Totals Area weighted HC: divide total of (HC x area) by Total Area Electric Resistance: Space heating systems which use electric resistance elements as the primary heating system including baseboard, radiant, and forced ak units where the total electric resistance heat capacity exceeds 1.0 W/R of the gross conditioned floor area. Exception: Heat pumps and temrinal electric resistance heating in variable air volume distribution systems. no Section 2009. June, 1995 Envelope UA Calcul . • ns Climate Zonel ENV -UA 1994 Washington State Nonresidential Energy Code Compliance forms 1994 Washi ton State Nonresidential Ener Code Com•liance Form Project Address 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 areas on back (over). If Concrete /Masonry Option is used, Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13-1 for correct values. • U 8 . 0 0 6 O • B Q o A o c 0 C .c 0 S a� c A O 0 v L° rn Quik Park Off-Airport Parking facility Building Component List components by assembly ID & page # U= Plan ID:1101 U= Plan ID: 1102 U= Plan ID: 1103 U= Plan ID: 1104 U= Plan ID: U= Plan ID: U= Plan ID: 11= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: R= 30.0 Plan ID: Roof R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= 19.0 Plan ID: pew Wall R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: "Note: sum of Target Areas here should aqua R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R =10.0 Plan ID: mem R= Plan ID: R= Plan ID: R= Plan ID: 0 Electric resistance Q All other 13.9% Prop. I 40 . 0% Max.Target ()Yes Qo No Proposed UA U- factor x Area (A) = UA (U x A) 0.490 0.490 0.490 0.490 32.0 126.0 8.0 42.0 15.7 61.7 3.9 20.6 0.037 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: 1 Note: if insulated to levels required for opaque walls, list above with opaque walls 0.540 188.0 101.5 i 3024.0 332.8 Date 11/12/2001 For Building Department Use Target UA U -factor x Area (A) = UA (U x A) 0.900 208.0 187.2 x15=2091 0.036 1344.0 48.4 1284.0 179.8 0.540 188.0 101.5 i 3024.0 516.9 'For CMU walls, indicate core insulation material. Totals For compliance: 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed T2rge Total UA. _nw.L•' ...r.u�..q�•.r..r.r xr w.'t.rrw.l ..+....: v.:4:tr�.r•.4r {�: b'ti. Totals June, 1995 «r� ?trrz 1, • ENV -SHGC 1994 Washington State Nonresidential Energy Code Compriawe Forms Vertical Glazing List components by assembly ID & page # — S °' > . 0 U' ID: 0101 ID: N102 ID: 0103 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 1.000 208.0 208.0 208.0 208. '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 # 0 t ID: ID: ID: ID: ID: ID: Proposed SHGC SHGC' x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A O < >'s ate: llat`: a U wed 1 *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. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wait 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 1492.0 I X 40.09 , ? ( 1 0 I = ( 596.8 596. Roofs over Attics Other Roofs Walls) Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Target OG Area in Roofs over Attics 7 Max Glazing Area (Table 13 -1) Q lesser 596.8 Proposed Opaque Area 1344.0 Proposed Opaque Area I 1284.0 I 1994 Washi ton State Nonresidential Ener• Code Com • Hance Form Climate Z 7 7 Max OG Remaining 596.8 Proposed OG Area Proposed VG Area 1 208.0 ` Target OG Area in Other Roofs 7 Maximum Target Glazing Area 4 lesser 596.8 Target VG Area 1 208.0 Totals Totals Target VG Area [57777 Target OG Area W Target Opaque Area 9 9 Target Opaque Area 7 7 Iff0I" 84 sqg 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: 0G = overhead glazing VG = vertical glazing For Target OG's, the lesser values are used both here and below. 1 Target Areas OK 1 208.0 100= 1344.0 100= IVG= 1284.0 • ENV -SHGC 1994 Washington State Nonresidential Energy Code Compriawe Forms Vertical Glazing List components by assembly ID & page # — S °' > . 0 U' ID: 0101 ID: N102 ID: 0103 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 1.000 208.0 208.0 208.0 208. '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 # 0 t ID: ID: ID: ID: ID: ID: Proposed SHGC SHGC' x Area (A) = SHGC x A Target SHGC SHGC x Area (A) = SHGC x A O < >'s ate: llat`: a U wed 1 *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. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wait 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 1492.0 I X 40.09 , ? ( 1 0 I = ( 596.8 596. Roofs over Attics Other Roofs Walls) Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Target OG Area in Roofs over Attics 7 Max Glazing Area (Table 13 -1) Q lesser 596.8 Proposed Opaque Area 1344.0 Proposed Opaque Area I 1284.0 I 1994 Washi ton State Nonresidential Ener• Code Com • Hance Form Climate Z 7 7 Max OG Remaining 596.8 Proposed OG Area Proposed VG Area 1 208.0 ` Target OG Area in Other Roofs 7 Maximum Target Glazing Area 4 lesser 596.8 Target VG Area 1 208.0 Totals Totals Target VG Area [57777 Target OG Area W Target Opaque Area 9 9 Target Opaque Area 7 7 Iff0I" 84 sqg 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: 0G = overhead glazing VG = vertical glazing For Target OG's, the lesser values are used both here and below. 1 Target Areas OK 1 Building Permit PIa- 1994 Washington State Energy Code Compliance Forms Checklist ENV -CHK June, 1995 Project Address Quik Park Off - Airport Parking Facility 'Date 11/12/2001 The following information is necessary to check a building Washington State Nonresidential Energy Code. permit application for compliance with the building envelope requirements in the Applicability (yes, no, n.a.) Code 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 Instil. 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 Wan 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 wan 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 watt 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 wan 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 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 vap. retard. with sealed seams for non -wood struc. 1313.3 WaN 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: —994 Waghinaton State Nonresidential Fnerav Code Comoliance Form Building Permit Pla Checklist 1994 Washington State Energy Code Compliance Forms • .` I . 1 1 • • 1 . - . • I - 1 • •.S •111 .1 - • 11 ENV -CHK June, 1995 Envelope - General Requirements 1311 Insulation 1311.1 Installation Requirements: M insulation materials shall be installed according to the manufacture's instructions to achieve proper densities, maintain clearances, and manta n uniform R- vdues. To the mauirrum extant possible, inst.,dion shat edend (Der the full competent area to the i rtended R -value 1311.2 Rod/Ceiling Insulation: Open -blown or poured loose -fill nsulaiin maybe used in attic spaces where the slope d the ceding is net more than 3/12 and these is at least thirty inches of dea distance from the top of the bottom dwd of the truss cr oar ling joist to the underside d the sheathing et the roof ridge. When eaveverts are installed baffling d the vent openings shad be presided so as to deflect the incaning air above the surface of the ihsulaticn. Where lighting Nunes ere recessed into a suspended a euposed grid ceding, the rod /ceiling assembly shad be insulated in a location other than directly on the suspended ceding. Eiceptiotz Type IC rated recessed Iigtting fixtures. Where installed in wood framing, faced batt insulation shall be face stapled. 1311.3 Wall Insulation: Fiderior wall cavities isdated during framing shall be fully insulated to the levels d the surrounding wells. When instdded Inwood fran ing, faced bait itsuiatien shall be face stapled. Above grade enteric insulation shad be protected. 1311.4 Fbor Insulation: Floor insulation shad be installed in a permanent manner in substartial contact with the surface being insulated. Insulation supports shill be i rstdled so spacing is not more than twenty- far inches on center. Irstdled insuiatien shall nil dock he allow through fouridaim vents. 1311.5 Sbb-On -Grade Floor: Slab on -grade insulaicn installed inside the foundation wild shad edend downward from the top of the slab a mininwn distance of twenty -four indnes a to the tap d the footing, wdichever is less. listlation irstaded outside the foundatim shall edend davrwad a ni ri rum of twenty -fwr inches or to the f rostlite; w ti chewer is Teeter. Above gale insulation shad be protected. E ceptian: Fa morxAitic slabs, the insulation shall edexf downward from the top d the slab to the bottom d the forting. 1311.6 Radart Floors (on or bdowgrade): Slabort -grade insulation shall edend dannwad from the by d the slab a minimum distance of thirty -six Indies a downward to the tap of the footing and horizortal fa an aggregate of nil less than thirty -six nines. f required by the budding official where sal conditions warrant sudi imitation, the entire area of a radiant floor shill be timidly isolated from the sod. Where a sot gas oortrd system is provided blow the radiant floor, wtich results in increased convective flow below the radiant floor, to radiant floor stall be therrely isdated from the subfloor gavel layer. 1312 Glacirg and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U- Factors: U- factors for glazing and doers shall bedetemined, certified and labeled in accordance with Staxiad RS-31 by a certified independent egeicylicensed by the Na icnd Fenestraian Ratng Coanci (NFRC). Compliance shall be based on Model Sze AA or BB. Product samples used fa U- factor deterrriretians shit be production line units a representative of urits as purchased by the consumer or contractor. Unlabeled gla i m and doors shall be assigned the defaift U- factor in Section 2006. 1312.2 Solar Heat Gain Coef ident and Shading Coefficient: Sole Heal Gain Coefficient (SHGC), shall be determined, certified and labeled in aceordancewith the National Fenestration Ratirg Council (NFRC) Starxiard ter a certified, irxdependert agency, iiicensed by the NFRC. Exception: Shad rig coefficients (SC) shill be an acceptable alternate for coma 'are with solar heat gen coefficient requirements. Shading coefficients for glaang ail be taken fran Chapter 27 of Staidad RS-27 or from the manufacturer's test data. 1313 Mdsture Cortrd 13111 Vapor Retarders Vapor retarders shill be instilled m the warm side (in winter) of insulaicn as requite] by this section. Ehoceptiort Vapor retarder installed with not more than 1/3 of the mmind R -value between it and tie oaxiitioned spare 1313.2 Roo9Ceeing Assemblies Rod /cell rig assemblies where the ventilation space above the nsulaien is less than en average of twelve inches shill be Raided with a vapor retarder. Rod/ceiling assemblies without a vented airspace, where neither the rod deck na the roof structure am made of wooi, shall provide a Corti ruo s vesper ratan ire with taped sears. Ehrceptionc Vapor retarders need rot be provided where all of the instil aim is installed between the rod menbraneand the structural roof deck. 1313.3 WaNs Walls separating cendiliened space from unoorddiehed space shill be provided with a vaoor retarder. 1313.4 Floors Fbors separating conditioned space from unooriditicned space shall be provided wih a vapor retarder. 13115 Crawl Spaces: A Bound cove of six nil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within oraM spaces. The gnxnd cover shall be overlapped twelve inches minimum at the joints and steel a tend to the foundatiah wall. E cepticn: The ground cower may be omitted in crawl spaces if the oraM space bras a concrete slab floor with a minim= tideless of tree and one -half inches. 1314 Air Leakage 1314.1 Btildrg Envelope: The requirements d this section shad apply b building elements sepaa irg oonciticned from unconcitionedspaces. Exterior joints aound windows and door frames, openings between wads and foundation, between wills and rod and wail panels; openings at penetrations of utility services through wills, floors, and roofs, and all ether openings in the buldrg envelope shad be sealed, caulloxf, gasketed, or weetheastipped to Grit air leakage 13142 Glazhg and Doors: Doors and operable glazing separating conditioned fran unconditioned space shad be vedhastripped. Fixed wi rdows shad be tight fitting with g ass retained by stops with sealant cr caulking ad sound. Exception Openings that ere required b be fire resistant. 1314.3 Bulking Assemblies Used as Ducts or Plenums: Budding assemblies used as duct or pienurrs shall be sealed caulked, aid gasketed to lirrit air leakage .rxtnn:K7otNnr,,�a Wes- s�t,u�i^.!�• r ,K?�',�$IN�731!t'P:?t reittt?K ,ANT ' N r111170 130016. GO510,p, J. DUNN STATE OF WASHINGTON FILE. ,COPY • ; underrfi ~ ri that tlin (:;heck ennrov'Is o re • • a11 i; v Z • : HW re W �• U O N 0 • co " J H: N LL• wO g u- <.. • a, I-_ Z Z � W uj 2 O , N O W Wi H V LIJ Z O 1- Z . 1- N Z . :O .n n = m m° -i • ;m m . '0 -I iz m -+ N. o m -n N rnN vN , 00 c� . X atl...., r r: . .....;.. r . _L._ . . I 1 _._ 1. t i - i i ; r j M • i ! t s v 1 W . 00 W = '. J • H N O W u- Q ai 4.w Z �. 2 Lit o N, o w w - o- • i; z. • U V1. • O • z 4r Geo, Engineers Consulting Engineers and Geoscientists Report Geotechnical Engineering Services Proposed Parking Lot Tukwila, Washington December 20, 1999 RECEIVED CITY OF TUKWILA PERMIT CENTER 0 z <. = z ~ w CL J U 0 LLI J F- F— U) w w O 2} CL D = F- w z = w w • o U 0 1- w w 0 L-- O 0 z Geo�� Engineers GeoEngineers. Inc. 8410 154th Avenue NE Redmond. WA 98052 Telephone (425) 861.6000 Fax (425) 861-6050 \V'v \v.geoengineers.com • t Printed On recycled paper. . Consulting Engineers and Geoscientists Republic Parking Offices in Washington, q l~ c/o Perteet Engineering, Inc. Oregon. and Alaska Z 10209 Bridgeport Way Southwest, Suite C- 1 Lakewood, Washington 98499 0 to o Attention: George Reynolds to w F Report O Geotechnical Engineering Services Proposed Parking Lot ga Q Tukwila, Washington to GEI File No. 7704 -001 -00 = a I— W Z }— INTRODUCTION O This report presents the results of our geotechnical evaluation for the proposed Republic ? . Parking Lot located north of the intersection of 160 Street and Military Road in SeaTac, D Washington. The approximate location of the subject site is shown in Figure 1, the Vicinity Map. .O N ' t] 1— . The proposed layout of the site with the approximate locations of our subsurface explorations is = w shown in Figure 2, the Site Plan. 1- � . u' O We understand that you are considering construction of an asphalt -paved parking lot on the z . tii 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 0 1- , 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. nzre•.narrr.... . •— December 20, 1999 Republic Parking c/o Perteet Engineering, Inc. December 20, 1999 Page 2 5. Provide recommendations and specifications for retaining wall options. 6. Provide recommendations for site drainage and control of any ground water that may be encountered. 7. Summarize our conclusions and recommendations in a written report. SITE CONDITIONS SURFACE CONDITIONS The site is situated on an upland area in the extreme southwestern portion of the City of 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 property. A portion of South 158 Street is located in the southern portion of the site. We understand that this street will be relocated to the southern and eastern portions of the site as a part of this development as shown in Figure 2. The site is presently undeveloped. Two elevated billboards are located in the northwest and 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 vegetated with fir and alder trees with a moderate to heavy understory of blackberries, ferns and brush. Topographically, the site generally slopes downward to the north. A knob is located in the northern portion of the site. A relatively deep ravine is located west of the knob; a shallow drainage course is located east of the knob. The remainder of the site is relatively flat with a downward slope to the north. Areas of 30 to 40 percent slope exist on all sides of the knob. Areas of 20 to 50 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 GeoEngineers File No: 7704 - 00100 :LA�t.W::lw ..24e A. 4445L.;s).; t Republic Parking c/o Perteet 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 outwash 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 -], 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 outwash 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 g i n e e r s r:. •. ...... • - - . -- ttr r.�` +�.' riot+:- La "t:�S,�;vti'.sS:`.'li�','�x;�iw ;�ti.:.E�i.','sti,�ti5 ?:• ';;. "t�'t�: ? ".,h -.C� Republic Parking c/o Perteet Engineering, inc. December 20, 1999 Page 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 - 001 -00 '- 'Jirri' "3a75 <i:x >nrr( r57 3rw,i• y 5�tx._ twen x. �c::kcwu e4 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 xy.,ra 431.1 nx +n.rw� �ini3s.s4i.„. v .r rttaz rats . r itsiU i .g.W .ft L`9in 9 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 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 hillsiope 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. Wail Fill Drainage We recommend that contoursubdrains 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 c o E n g i n e e r s File No: 7704 - 001 -00 .. .``�i. .., ... �. a. v�r.��r'�o` ;U %, +'� ���., �1�•: f;. �:, N„ ni ,��.vv'.;rs"�.'�i�4.F�.'f &�.�i: :Y: �re(t�ia9 uirc� x911��SU4'�3>! 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 loads. 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 e o E n g i n e e r s i} iv* A, l" tvt' 0,` �yb: 3iNi2"" s::I kki,;i ,, ,W .A ty . . ! u File No: 7704 - 001 -00 • Republic Parking c/o Perteet Engineerin;„ Inc. December 20, 1999 Page 8 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 N'ariations 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 . o ► File No: 7704 - 001-00 rr..i r. S..v.!.., .,•...t. :_i..t'...t1.S..L..,.�Jr �.�.�r., ,,. Republic Parking c/o Perteet Engineering, Inc. December 20, 1999 Page 9 • . Within the (imitations 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. Attachments j EXPiRES . t. /ac. 1 SWH:KGB:vc Document ID: 7704001R.doc G e o E n g i n e e r s Yours very truly, GeoEngineers, Inc. Stephen . Helvey Project Manager w lat"( "Kenneth G. Buss Principal File No: 7704- 001-00 tn I j . shington,• Memorial • I. LL ar s • • • S • t• 1 'LE • ,, • • Reservoir `.• 0 Eli t• • k .81. TACOMA 0 ■ice rq ummaafferiff iT 1®117i Warefi ,, 2000 4000 SCALE IN FEET E • � • Reference: USGS 7.5' topographic quadrangle map "Des Moines, WA." 1949, revised in 1968 and 1973. Geo Engineers VICINITY MAP FIGURE 1 • z JU O 0 O Ca LU NW W O. lL a co 8 I— MI Z Z w 2 • o U 0 (31— W a.' 1 l; Z U - z File: 013b Smm Drawing# i • SOIL CLASSIFICATION SYSTEM . . MAJOR DIVISIONS GROUP SYMBOL GROUP NAME COARSE GRAINED SOILS More Than 50% 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 SILT AND CLAY Liquid Limit Less Than SO INORGANIC ML SILT CL • CLAY ORGANIC OL ORGANIC SILT. ORGANIC CLAY More Than 50% Passes No. 200 Sieve SILT AND CLAY INORGANIC MH SILT OF HIGH PLASTICITY. ELASTIC SILT • CH CLAY OF HIGH PLASTICITY, FAT CLAY • Liquid Limit SO or More ORGANIC • OH ORGANIC CLAY. ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: SOIL MOISTURE MODIFIERS: 1. Feld classification is based on visual examination of soil" Dry - Absence of moisture, dusty, dry to the touch in general accordance with ASTM 02488 -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 soil is obtained from below water table 3. Descriptions of soil density or consistency are based on interpretation of blow count data, visual appearance of soils, and /or test data. • Geo b Engineers SOIL CLASSIFICATION SYSTEM FIGURE 3 - .i,.� ♦inb'eF.,U,�yS�}SP�'aex�'•!i LOG OF TEST PIT 01 Date Excavated 11. Logged by DJT quipment: Trackhoe Surface Elevation(ft) 309 10— ! Date Excavated: • E uipment 4 L. 0 - m F a C E t '. E co eo to U) m ( . c 10— 15— 20— r N 0. F 0 CC au O. is Republic Parking 7704 -001 -00 0) 0 J 0 0. eo • 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 toot. rD SM SP -SM ML ML SM ML 0. CA 0 ill ML ML eddish brown silty fine to coarse sand with °rearm material (loose. wet) Gravzsh blue line to coarse sand with silt. occasional gravel and a trace of organic material (medium dense. moist to wet) anrsh gray and orange streaked silt with sand and occasional crave) (medium stiff. moist) /- Btuish gray sandy silt with occasional cravel isuf moist) (till) Test pit completed at a depth of 12.0 feet on 11 ::0'99. - Moderate ground water seepage observed at a depth of 2.0 feet. Moderate to severe caving observed between 4.0 and 6.0 feet. Disturbed soil sample obtained at a depth of 7.0 feet. N NW Moo Forest dub -R LOG OF TEST PIT 02 11/30/99 Logged by DJT Trackhoe Surface Elevation(ftY 307 Forest dub' Mottled orange, gray and tan sih with sand (medium - _ . stiff: moist) • Mottled ()ranee, gray andtan silt with occasional sand -- (stiff moist) Bluish gray sandy silt with occasional fine crave) (still; moist) (till) Gray silty line to coarse sand with occasional gravel and Engineers Job Number Location I cobbles (dense, moist) (till) Material Description Material Description Test pit completed at a depth of 13.0 feet on 1130'99. Slow ground water seepage observed at a depth of 8.0 feet. No caving observed. Disturbed soil samples obtained at depths of 5.0 and 11.0 feet. D u N U u� s a C Y V G LOG OF TEST PIT FIGURE 4 N b a- c n r to r e• as > �- SeaTac Other Tests And Notes 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. NEMO —10 —15 —20 w w LL 1- a w O 0 —10 —15 —20 1- w w LL z z a w O 0 avfi+lft� } SY<4id f� ";r} n�ca y ?vls+ i� x ixr i k m s 4r e ;•i' Fi :r ;`tc.. .� AM4!!fT' 7 .#i� ,1 -' s..:,.w. u Z Z W 00 co 0 Co Ill I Nu- W0 2 u. ?. D. 0 F _ Z F.- I— 0 Z H. LLI O N O 1— W W 2 --- LL0 ii Z U= O ~ Z . roic-t Job Number Republic Parking 7704- 001 -00 LOG OF TEST PIT 03 Date Excavated: )150/99 Logged by DJT quipment Trackhoe Surface Elevation(ft)• J17 L.. w w L. 10 — 20— LOG OF TEST PIT 04 Date Excavated: 11/30/99 Logged by DJT auipment• Trackhoe Surface Elevation(ft)• 342 n 5 — 10— '.5 — 20 — O 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. d z a a O O c N C eo O O U C. V. 0 J f0 CI) CO J U t0 a. 0 a E � N tl) SM ML a. O C E co H) SM ML WOO 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. IRWIN Geo�Engineers Material Description —Forest dui) Brown and orange silty line to medium sand with a trace of organic material, occasional gravel and cobbles (loose, moist to wet) ottled tan and orange silt with sand, occasional gravel and cobbles (stiff moist) (till) Material Description Forest duff . - Dark red and silty fine coarse sand with occasional gravel and a trace of organic material - (loose. wet) ottled tan and orange sandy silt with occasional gravel (stilt 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. Location MIN 2 u N FIGURE 5 Y C � C. a . a 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 ..., >.. ,,.. ,,yy„;' .) ;`Y.''ia < ' *iS ". , ;fir- L+!t�t'„ r�nct� s ;x6:W> a t; a.,�x .. ?y^.,`lC +'r:..C.q..� }F�r' ', .,^•n%J �+,e�.;; ljut GtYw2.Y+±a.; "l,�i�Y'!N arm .: 3N�'!ti . . I._.f.>F;yF .t. .. "r ..... , t .. •t,v N b c- c 0. LL L Si C C 0. > Y SeaTac Other Tests And Notes Other Tests And Notes —10 —15 —20 — 10 —15 —20 •- w w LL 2 a w O 0 w w LL z ►- a. w 0 0 0.1e:71 Job Numbcr Date Excavated: : Rui pment• • 0 — - C) J ▪ e N a V c V 113 n • Q cm r ; 10— Date Excavated: E .tipment: w z g o d J < C G L ▪ c. • o c 0. - N m 5 - 10 - 20 - Republic Parking G LOG OF TEST PIT 05 11/30/99 Logged by DJT Trackhoe Surface Elevation(ft) 33 ? ML 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 06 11/30/99 Logged by DJT Trackhoe Surface Elevation(ft)• 328 H.) SP -SM SM ML Forest dut] t Engineers 7704- 001 -00 Material Description Tan sandy silt with occasional gravel (medium sub moist) (till) Test pit completed at a depth 01'11.0 feet on 1130'99. No ground water seepage observed. No caving observed. Disturbed soil sample obtained at a depth of 6.0 feet. 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 travel and a trace of organic material (medium dense, .moist to wet) (weathered till) ottled tan and orange sandy silt with occasional gravel and cobbles (sti$ moist) (till) Test pit completed at a depth of 10.0 feet on 1 1:30!99. Moderate ground water seepage observed at a depth of 5.0 feet. Severe caving observed at a depth of 4.0 feet. Location IMO U u 0 c x FIGURE 6 rt rp Y v c. LOG OF TEST PIT t U) V n Q. > - 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. AMON ►- w w LL I- a. w 0 -1 0 -15 -20 w w Z i e. w 0 0 —10 -15 -20 reojcct LOG OF TEST PIT 07 Date Excavated: 11130/99 Logged by DJT quipment: Trackhoe Surface Elevation(ft): 334 L' w w 10— 1 5— 2G— a w n 0 N co rn O 0. E U) 0 0 C eo 0 0 a, 0 a 0 0 CD d a >_ !0 U) Job Number Republic Parking 7704- 001 -00 0 O C.) 0. C.9 'Is co N a C5 SM CONCRETE SM SM SM SM ' -1 Geo , Engineers Material Description Forest dull g ar .rown si tt ne to coarse San Wt occaslona \ gravel and organic material (loose, moist to wct) (weathered till) Grayish brown silty fine to coarse sand with gravel and occasional cobbles (very dense. moist) (till) ONO Test pit completed at a•depth of 8.0 feet on 11130 Severe ground water seepage observed at a depth of 3.0 feet. Minor caving observed at a depth of 4.0 feet. Material Description Forest duff if Reddish brown silty fine to coarse sand with occasional C gravel (loose. moist) (fill) oncrete slab Reddish brown silty fine to coarse sand with occasional gravel and a trace of organic material (loose, moist) (weathered till) Gray silty line to coarse sand with gravel and occasional cobbles (very dense. moist) (till) est pit completed at a depth of 7.5 feet on 1 l :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 5.0 feet. ...,• + :'` ,: SI C+^LNe3!?1" MAP''" W1 7`' NL' F2yIW.4. A IO NYWi;" N? i 1.±1xz; N l , CC'.tMb! n N.'4r!x;Hr a45n?tr_Tl+^e:: Location MIN U Le s FIGURE 7 V E 0 u V 8 n ag 8 a. LOG OF TEST PIT N C of 6 C > -. LL y - 5 V SeaTac 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.S foot. LOG OF TEST PIT 08 ate Excavated: 11/30/99 Logged by: DJT quipment: Trackhoe Surface Elevation(ft)• 348 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. ■- 10 —15 —20 f- w w w z a w 0 0 — —15 —20 w w u . T n. w 0 0 eI w I : rojc:t LOG OF TEST PIT 09 Date Excavated: 11/30/99 Logged by DJT Trackhoe Surface Elevation ft ,quipment: Elevation( ft). 3;3 120 I Date Excavated: Equipment: I u w z C. u 0 10— C I 20 — d m rn Job Number Republic Parking 7704- 001 -00 a p) C 0) J ifs Z U c. M : d o `) A CD ci a o CD Uc,) rn rll SM ML SM .• I SM SM 11/30/99 Trackhoe F orest dui) Geo %0Engineers Material Description e is brown silty fine to coarse M gravel (loose. moist) ottled sandy silt with occasional stif. moist) (till) Gray silty fine to coarse sand with (dense. moist) (till) Material Description sand occasional gravel (soft to medium occasional gravel Test pit completed at a depth of 9.0 feet on 1l:30'99. No ground water seepage observed. No caving observed. _ orest dull Gray silty fine to coarse sand with occasional gravel and _ \ cobbles (medium dense. moist) (weathered till) /— Gray silty line to coarse sand with occasional gravel and — cobbles (very dense, moist) (till) • Test pit completed at a depth of 7.0 feet on 1l130!99. Slow ground water seepage observed at a depth of 2.0 feet. No caving observed. .ocation U 1; 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 10 Logged by DJT Surface Elevation(ft)' 350 IMO u 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 FIGURE 8 o C n 10 R n > SeaTac Other Tests And Notes Other Tests And Notes —1 —15 —20 —10 r— W w U, z ►- o. w 0 0 —15 —20 w+, �- .n.,..r ................ .M., ;ru ar.>., rs. r7� R. r; r; .t'�.. °``hwt >� r:trly; «, ' >.�sx F�(i. °' . c ev4:• p': k1M .'v!�.'ri .pax. "5^2bC1:, 'Y;r ..u,v „;i n. r!suiw:a ::t,;� ;.�,� ” «� .r •� ��• � r l ! • ,• -,:i'; � . Y+.•''i y- , , ' . f]` %'!. 4' i!+`. i��:' J.°' t� ' +'';i'::^'.: .! "'��^.?srK�fiS�?z. M:,.n44�y� toject LOG OF TEST PIT 11 Date Excavated' 11/30/99 Logged by: DJT 'quipment Trackhoe Surface Elevation(ft): 34? w 5 _ 0 Z N o. N 0 6 Republic Parking u a. re J V t7 H.) SM SP -SM SM Mai G �--- Engineers .... ... .. PL^1N.v"S;]ITT, Z . 0, $ , V4AFl A? M,' D1' N9F !(rOPFIWK tl.4k Job Number `.ocation 7704- 001 -00 I SeaTac Material Description l-orest duff Reddish brown silty fine to coarse sand with occasional gravel and trace of organic material (loose, moist) (weathered till) 7 —ottled orange and brown fine to medium sand with silt r - (medium dense. moist to wet) / Gray silty fine to coarse sand with occasional crave] and cobbles (dense, moist) (till) Test pit completed at a depth of 9.0 feet on I I!30!99. Moderate ground water seepage observed at 4.0 feet. No caving observed. FIGURE 9 LOG OF TEST PIT trr .) a. a.x 2 a. N w o T. Other Tests And Notes 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. I- w w LL x I- a w 0 —10 —15 —2D +^�•�nn ., _ � _ nv..+•ew.yrek »k+.�'N.h4{tkxS PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -364 3 .. PROJECT NAME: QUIK PARK — GARAGE SITE ADDRESS: 3610 SOUTS STREET Original Plan Submittal Response to Correction Letter # DATE: 07 -26 -02 X Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Dlvlslon PubI6 orks at a Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete V Agri ' o Fire Prevention Incomplete Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Comments: TUES /THURS ROUTING: Please Route Q' Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions [1 Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2.28 -02 PERMIT COORD COSY S ltrrt7viv kti!? K:•, y; uf�Wr.` P5Yh674Yby ?!s!�*.e'.'@cL"#1ti'!7•' PlanIii ng Division LJ Permit Coordinator )(1" DUE DATE: 7 -30-02 Not Applicable ❑ DUE DATE: 08 -27 -02 DATE: DEPARTMENTS: Building Division Public Works Tit 0 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents/routing slip.doc 2.28.02 PLAN REVIEW /ROUTING SUP ACTIVITY NUMBER: D01 -364 PROJECT NAME: QUIK PARK - GARAGE 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 Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator ❑ 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 ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Revi w Required ❑ No further Review Required DATE: DUE DATE: 08-27 -02 Approved ❑ Approved with Conditions At 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 -364 PROJECT NAME: QUIK PARK - GARAGE SITE ADDRESS: 3610 SOUTH 158 STREET Original Plan Submittal X Response to Incomplete Letter # Response to Correction Letter # DATE: 07 -26 -02 Revision # After Permit Is Issued DEPARTMENTS: Building Division ❑ Fire Prevention Public Works ❑ Structural 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: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 PLAN REVIEW /ROUTING SLIP Incomplete DUE DATE: 7 -30 -02 DATE: .] / v� 2 - - Planning Division Permit Coordinator Not Applicable ❑ DUE DATE: 08-27-02 Not Approved (attach comments) ❑ / / / /. /b / Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D01 -364 PROJECT NAME: QUIK PARK - GARAGE SITE ADDRESS: 3610 SOUTH 158 STREET Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # DATE: 07 -26 -02 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2.28.02 PLAN REVIEW /ROUTING SUP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete REVIEWER'S INITIALS: Planning Division ❑ Permit Coordinator DUE DATE: 7-30-02 DUE DATE: 08-27 -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 11% REVIEWER'S INITIALS: — DATE: — 7 ' O2- 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: PLAN REVIEW /ROUTING SUP ACTIVITY NUMBER: D01 -364 PROJECT NAME: QUIK PARK - GARAGE SITE ADDRESS: 3610 SOUTH 158 STREET DATE: 07 -26 -02 Original Plan Submittal X Response to Incomplete Letter # 1 Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 0 Incomplete ❑ ❑ Permit Coordinator ❑ DUE DATE: 7 -30 -02 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: APPROVALS OR CORRECTIONS: REVIEWER'S INITIALS: Documents/routing slip.doc 2.2802 DATE: Planning Division Not Applicable ❑ i6( 7/30/0 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: z 41 • 2 J U U O W = J �. N 1. w0 d . = W z ZI- UJ U � O — 0 H W 1110 0 . .. W U= O ~ ' z 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 D01-364 Quik Park — Maintenance Building — 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: 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. D01-364 City of Tukwila Deb Ritter, Associate Planner, at (206) 431-3670, if you have questions concerning the attached. 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 DEPARTMENTS: Building Division Ti Public Works Complete ❑ APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28 -02 H RMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -364 DATE: 5 -10 -02 PROJECT NAME: QUIK PARK — MAINTENANCE BUILDING SITE ADDRESS: 3610 SOUTH 158 STREET Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues., Thurs.) REVIEWER'S INITIALS: PERU Fire Prevention Structural b aC- 6i e di at t ❑ Permit oor Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: s14_ LETTER OF COMPLETENESS MAILED: Departments determined. incomplete: Bldg El Fire 0 Ping PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: IT COORD COPY Planning Division DUE DATE: 5 -14 -02 Not Applicable ❑ DUE DATE: 6 -11 -02 DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: .w.. «.iv,w:;_,._,I.er r Iau 16 /.1 N 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, fix, etc. Date: -5 — 02i Plan Check/PermitNumber: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ( Revision # I after Permit is Issued Project Name: c�cK ,0 e3-46. Project Address: .300 �r J, 150 `h' J e Contact Person: 1 n C1l AS - i4v719 Phone Number: 2'66 6) 5 Z3 371 Summary of Revision: d U 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 d �d 12 Pb!- 964 RECEIVFD r Ur TUKWILA PERMIT CENTER 08/30/00 ACTIVITY NUMBER: D01 -364 DATE: 5 -10 -02 PROJECT NAME: QUIK PARK - MAINTENANCE BUILDING SITE ADDRESS: 3610 SOUTH 158 STREET Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete APPROVALS OR CORRECTIONS: 0 Approved Notation: REVIEWER'S INITIALS: Documents/rouling slip.doc 2 -28 -02 PLAN REVIEW /ROUTING SLIP 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 ❑ Structural Review Required ❑ No further Review Required I/ '/ REVIEWER'S INITIALS: Approved with Conditions DUE DATE: 5-14-02 DATE: DATE: Not Applicable ❑ DUE DATE: 6 -11 -02 Not Approved (attach comments) ❑ aw D-4 tz_ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 11 . . , c:rx�s.• � ct; 31: s Lr :.,.xsw,;p:s:veastx svRFAltW�ct 'tY+'u�9x, �!£�;i.a:,4",',;�. ACTIVITY NUMBER: D01 -364 DATE: 5 -10 -02 PROJECT NAME: QUIK PARK — MAINTENANCE BUILDING SITE ADDRESS: 3610 SOUTH 158 STREET Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division ❑ Public Works ❑ PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Documents/routing siip.doc 2.28.02 Incomplete APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: .5> FA 1 REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 5-14 -02 DUE DATE: 6-11 -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: Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -364 DATE: 5 -10 -02 PROJECT NAME: QUIK PARK - MAINTENANCE BUILDING SITE ADDRESS: 3610 SOUTH 158 STREET Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete Comments: SQL `C`C\RTC(10 ' \ - O 2 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 ❑ DATE: rJ " d Z 1 REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 5-14 -02 DUE DATE: 6-11 -02 Not Applicable ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -2802 Background Information: Cizy of Tukwila Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS DATE: May 14, 2002 APPLICANT: Sterling Realty Organization RE: Quik Park — Maintenance Bldg (D01 -364) 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. 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 link 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 s Quik Park Maintenance Blug. D01 -364 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. Courtesy Comments: The pay booth has been slightly enlarged and a ticket dispenser and bollards have been added. 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 D01 -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. 3. The following changes will be required to D01 -364 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" on the "Enlarged Site Plan ". b. Please revise Sheet A305 to indicate the following: i) Provide a label to indicate "Propane Tank 1" on the "Propane Tank Enclosure Plan ". ii) Clearly indicate the location of the maintenance building adjacent to the south of Propane Tank 1. 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. �Y/. L' 4�f�M^ �M ,�Ir!M,t�Lq:M.l:t�0.1b1s:bYM1tY lITM1b+s�✓S4Mtef Quik Park Maintenance Bluy.'D01 -364 May 14, 2002 Page 3 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). ACTIVITY NUMBER: D01 -364 DATE: 5 -10 -02 PROJECT NAME: QUIK PARK - MAINTENANCE BUILDING SITE ADDRESS: 3610 SOUTH 158 STREET Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete ❑ REVIEWER'S INITIALS: Documenishouting slip.doc 2.2$•02 IT( DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: Fire Prevention Structural Incomplete (3 lam∎ REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SUP ❑ Planning Division ❑ ❑ Permit Coordinator ❑ 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 `Zi Structural Review Required ❑ No further Review Required ❑ DATE: 5I ¢ /O7— 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: CTIVITY NUMBER: D01 -364 PROJECT NAME: QUICK PARK GARAGE SITE ADDRESS: 3610 SOUTH 158 STREET Original Plan Submittal DATE: 01 -09 -02 Response to Incomplete Letter # X Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Buildi Complete Approved \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP • 'vision Public Works n CORRECTION DETERMINATION: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete n TUES /THURS ROUTING: Please Route Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved I 1 Approved with Conditions 0044 Planning Division Permit Coordinator DUE DATE: 01 -10-02 Not Applicable Ti Comments: No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 02 -07 -02 Not Approved (attach comments) Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: DATE: DUE DATE 0 Response to Incomplete Letter # Response to Correction Letter # 0 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. Date: I — 9 ' 6 Z Plan Check /Permit Number: D01-364 Project Name: Quick Park Garage Project Address: 3610 S 158 St. Contact Person: M l C Pa- 4 t PP 5 8P C41 Phone Number: (V 5 - 376¢ Summary of Revision: See -Trim wl ove.eC 641 Swa�}� -- 3\44- aECEIVED CITY OF TUKWILA JAN 0 :3 2002 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: i /e5 Entered in Sierra on 12/20/01 ACTIVITY NUMBER: D01 -364 PROJECT NAME: QUICK PARK GARAGE SITE ADDRESS: 3610 SOUTH 158 STREET _Original Plan Submittal X Response to Correction Letter # DATE: 01 -09 -02 Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ‘ V Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: X_q APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Structural Review Required Approved with Conditions DATE: Planning Division n Permit Coordinator DUE DATE: 01-10-02 Not Applicable 1' / i I 6i No further Review equir d DUE DATE 02 -07 -02 Not Approved (att ch corn cents) n DATE: DUE DATE Approved with Conditions Not Approved (attach comments) DATE: PERMIT NO.: BUILDING PERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre-construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Slop Work Order ❑ 00006 Follow -up ❑ 00007 Pre-Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation /Iuloor i \QC ❑ 00070 NLEA Inspection /Modular Struct ❑ 00071 Mobile !Ionic Tic Down Insp 00072 Marriage Lines 00090 Rested 00095 rooting Drains 00100 Foundation footings 00200 Foundation Walls ❑ 00250 Foundation insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ _ 00350 Crawl Space 00400 Shear Wall Nailing 00 Plywood Wall Sheathing 00500 Roof Sheathing Nailing 0525 Plywood Deck Nailing 0055C. Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation /All Types 00700 Framing ❑ 00750 Rool %Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 00802 Exterior hoof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling ❑ 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard fastening ❑ 01110 Pre -Move Inspection ❑ 01 1 15 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre-rcruof 0 0140 Final -Fire 01700 final- iuilding 01900 Final- Remo!' ❑ ,03100 Site Visit 04000 Special- Concrete ❑ 04001' Special -Dolts in Concrete ❑ 04001 Special- i`-lom /Resist Cone Frame ❑ 04003 Special -Rein( Steel Prestress ❑ 04004 Special - Welding ❑ 04005 Special- Iligh- Strength Bolting ❑ 04006 ' Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special- Insulating Cone Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special - Piling, Piers, Caissons ❑ 04011 Special- Shotcretc ❑ 04012 Special- Grading, Excav/Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special - Panels ❑ 04015 Special -Smoke Control System TENANT NAME: DCI__. rRick &ther-41. CONUrrtoNs 0001 No changes to plans unless approved by Bldg Div 0010 Special inspection required, notify Bldg Div 0 01 I Special inspector shall submit final signed report (.)012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ OU I4 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & talcs shall be on site ❑ 0016 Exposed insulation backing material ❑ 0017 Snbgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof ):C0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." ❑ 00022 Plumbing permits shall be obtained through King Co ❑ 0020 Structural Observation shall be provided for this project ❑ 0024 All food preparation establishments must have King Co # 0022 Fire retardant treated wood shall have flame spread of 01)23 Notify Building Division prior to placing any concrete 00024 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 Permit 0028 Rack storage requires separate permit 0003 Electrical permits obtained through L &I 0030 No occupancy of building until final insp by Bldg Div . ❑ 0032 Remove all weeds, concrete, stone foundations. flat concrete ❑ 0036 Manufacturers installation instructions required on site ❑ "fi rU maximum allowed per 1997 WA State Energy Code' ❑ (1035 Contact PW Div to obtain insp for water /sewer connect ❑ 0034 A C of O will be required for this permit ❑ 0039 Final approval for all T1 w /in the limits of the SC Mall 4 °000005 l All mechanical work shall he under separate pernlit 0040 All construction noise Io be in compliance with 8.2 TM • 00 Ventilation is required for all new rooms & spaces ►_� All permits. insp records & approved plans available 0006 All structural concrete shall be special inspected "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial ii nprovcntcnt shall anchored to prevent flotation" ❑ All All structural welding shall be done by WADO certifue inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co I health Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances. which generate...." ❑ "Water heater shall be anchored...." ❑ "Rcrool" Plan Reviewer: Permit Tech: Date: Date: Tu� �'3•{iiS.'.YL'.i`kAriXl k�yi74 -: VAWSPIVIAV. ". i4tA. � .! vat( :l+iWa5]i :u "Wu 7hic »+�:. ?MIT COORD COP` PLAN REVIEW /ROUTING SLIP TIVITY NUMBER: D01 -364 PROJECT NAME: QUICK PARK GARAGE SITE ADDRESS: 3610 SOUTH 158 STREET XX.Original Plan Submittal Response to Incomplete Letter # Response to Correction. Letter #_ DATE: 11 -15 -01 Revision # After Permit Is Issued. DEPARTMENTS: Fire Prevention 0 1 14 - o( Buildi�h "g" Division Pu i Work Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Approved \PRROUTE.DOC 5/99 Approved n CORRECTION DETERMINATION: Incomplete APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions REVIEWER'S INITIALS: • REVIEWER'S INITIALS: Planning Division n ,l -ly-OI n Permit Coordinator DUE DATE: 11-15-01 Not Applicable Comments: TUES /THURS ROUTI G: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE 12 -13 -01 Not Approved (attach comments) Approved with Conditions ri Not Approved (attach comments) DATE: DATE: DUE DATE 1 1 ACTIVITY NUMBER: D01 -364 PROJECT NAME: QUICK PARK GARAGE SITE ADDRESS: 3610 SOUTH 158 STREET XX,Original PIan,Submittal Response to Incomplete Letter # Response to Correction Letter #, DATE: 11 -15 -01 Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: TUES /THURS ROUTING: Please Route n REVIEWER'S INITIALS: PLAN REVIEW /ROUTING SLIP Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 Fire Prevention Structural Incomplete n Not Applicable Approved wit Conditions CORRECTION DETERMINATION: Approved n Approved with Conditions n REVIEWER'S INITIALS: YtMt/'.e1fx11AffMfAEbge4ikFN•'x n Planning Division Permit Coordinator DUE DATE: 11-1 5-01 No further Review Required DATE: If 16"16 DUE DATE 12 -13 -01 Not Approved (attach comments) DATE: t ' DUE DATE Not Approved (attach comments) DATE: \PRROUTE.DOC 5/99 DEPARTMENTS: Building Division Ft Public Works PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -364 PROJECT NAME: QUICK PARK GARAGE SITE ADDRESS: 3610 SOUTH 158 STREET XX _Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter #. DATE: 11 -15 -01 Revision # After Permit Is Issued REVIEWER'S INITIALS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete n Comments: TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions (1( CORRECTION DETERMINATION: Approved n Approved with Conditions n REVIEWER'S INITIALS: AI" n Planning Division Permit Coordinator DUE DATE: 1 1-15-01 Not Applicable n No further Review Required DUE DATE 12 -13 -01 Not Approved (attach comments) DATE: /l -7 DUE DATE Not Approved (attach comments) DATE: Ir is am$!$y b:SCF.r. y.:(yzsv4 (4fl3 `ti:k ,z3:+ 4 i.wri1 h' 1 t1 1122y1t` ilm34 kY ;iF, ACTIVITY NUMBER: D01 -364 PROJECT NAME: QUICK PARK GARAGE SITE ADDRESS: 3610 SOUTH 158 STREET XX_Original Plan Submittal Response to Correction Letter # Revision # DATE: 11 -15 -01 Response to Incomplete Letter # After Permit Is Issued DEPARTMENTS: Building Division Public Works Complete Approved Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Please Route n Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 11-15-01 Incomplete 1 Not Applicable Comments: No further Review Required g. DATE: \\' I n DUE DATE 12 -13 -01 Not Approved (attach comments) DATE: DUE DATE Approved with Conditions n Not Approved (attach comments) REVIEWER'S INITIALS: DATE: 7,r ACTIVITY NUMBER: D01 -364 DATE: 11 -15 -01 PROJECT NAME: QUICK PARK GARAGE 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.) DUE DATE: 11-1 5-01 Complete Comments: TUES /THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) PLAN REVIEW /ROUTING SLIP Approved H Approved with Conditions I �I REVIEWER'S INITIALS: Cp'd1-✓N CORRECTION DETERMINATION: Approved I I \PRROUTE.DOC 5/99 Fire Prevention Structural REVIEWER'S INITIALS: DATE: Planning Division Permit Coordinator Incomplete n Not Applicable No further Review Required DATE: DUE DATE 12 -13 -01 Not Approved (attach comments) DATE: /'z / /* /o I Approved with Conditions n Not Approved (attach comments) DUE DATE iti ^`fY�ir:. aaiji:' i;:• N�; Ti- ii. ;w't�5�y.��rs'rid'r.�,.:.�";i;`t lam: Revision ! No. Date Received Staff I Initials i I Date Issued - Staff Starr I Initials 1 I 1 I S - /D - O Z I SKS I F ? OZ ! Summary of Revision: e n-0-7 / oltac , • Received By: •' Received By: �� ave ��� e Revision No. Date Received ! I Staff Initials l i Date I Issued 1 I Staff Initials Summary of Revision: I Summary of Revision: Received By: • Received By: •' Revision No. • Date Received Staff Initials Date Issued l i Start Initials Summary of Revision: Received By: ., Summary of Revision: Received By: Revision No. Date Received Staff Initials Date Issued Staff Initials Summary of Revision: Summary of Revision: Received By: ., Revision No. Date Received Staff Initials Date Staff Issued Initials Summary of Revision: Received By: ., PROJECT NAME: eZhAl t at - titAttwcc... PERM „JO . 6 /- 36 e Site Address: 3(IO So. ( S e t SS4s. Original Issue Date: / - 2P - dz REVISION LOG tplria $'e print) Received By: (please print) (please print) (please print) please pnn 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 30.0 All Other Roofs Concrete/Masonry Option Applicant Name: s terling Realty Organization Opaque Walls Applicant Address: Pp Box 91723 Bellevue, WA 11.0 Below Grade Walls AUG - 6 ZUUZ 11.0 Floors Over Unconditioned Space • Slabs -on -Grade LGl0. i 10.0 Radiant Floors Maximum U- factors Opaque Doors Vertical Glazing 0.900 Overhead Glazing Maximum SHGC (or SC) Vertical/Overhead Glazing ( 1.000 Project Info Project Address Quik Park Of - Airport Parking racility 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, NA 98188 Concrete/Masonry Option Applicant Name: s terling Realty Organization — Applicant Address: Pp Box 91723 Bellevue, WA 98009 Applicant Phone: (425) 455 -8151 AUG - 6 ZUUZ Space Heat Type 0 Electric resistance 0 All other (see over for definitions) 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. 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 — 1642.7 X 100 = 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 0 no assembly below. — 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) U- factor Y T U K W U A Of t A APPROVED AUG - 6 ZUUZ AS 14J • LGl0. i 1994 Washington State Nonresidential Energy Code Compliance Forms 1994 Washin ton State Nonresidential Ener• Code Com • liance Form Envelope Summar Climate Zonel ENV -SUM 'Project Description New Building 0 Addition ❑ Alteration ❑ Change of Use Compliance Option Prescriptive 0 Component Performance (See Decision Flowchart (over) for qualifications) 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: r Or 1 uwasursoursarr w 1 '�,C,•.:t,*v a 1u i, w.4i+°a ya' :, 44ahailiiliasi!tiidaYi s:Waagroui Mph 0 VW. June, 1995 t 3c,.µ Concrete/Masonry O j,t'ion* ±l Wall Heat Capacity (HC) *If r 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 Prey °lo U U S- CC 0020% Q40 0.63 1.03 Clai Wit CH All ktslaion kd d? leB awg CpneVialls R19 Bga alowdewell ed) R10 Baiow!gade weil R19 R isratlics R36 o>.e B viell ed) R10 EtIoNgaciis(olvi R11 an Al cdiErroots licasoox R10 R21 iilmrtd i R19 Satecngalb RIO l btfools R10 Cpa!e&as UQ60 aaarg Chance M3?? Area % U U Si-EC 0045% 090 1.45 1.00 150% 0.75 1.40 1.00 233Y1 060 1.30 Q65 3341:P/0 0.83 125 0.45 Cpequadoas U0.63 Gaarg Oiteria Nit? aairg \kit. CH Prey °lo U U S- CC 0020% Q40 0.63 1.03 Clai Wit CH All ktslaion kd d? leB awg CpneVialls R19 Bga alowdewell ed) R10 Baiow!gade weil R19 R isratlics R36 o>.e B viell ed) R10 EtIoNgaciis(olvi R11 an Al cdiErroots licasoox R10 R21 iilmrtd i R19 Satecngalb RIO l btfools R10 Cpa!e&as UQ60 aaarg Chance M3?? Area % U U Si-EC 0045% 090 1.45 1.00 150% 0.75 1.40 1.00 233Y1 060 1.30 Q65 3341:P/0 0.83 125 0.45 aeta Ail ktalatiai Incialled7 CpneVialls R19 Bga alowdewell ed) R10 Baiow!gade weil R19 R isratlics R36 o>.e Al ()two* R33 Raasoxrward. R30 Rriart R10 Cpequadoas U0.63 Gaarg Oiteria Nit? aairg \kit. CH Ail ktalatiai Incialled7 CpneVialls R19 Bga alowdewell ed) R10 Baiow!gade weil R19 R isratlics R36 o>.e Al ()two* R33 Raasoxrward. R30 Rriart R10 Cpequadoas U0.63 Gaarg Oiteria Nit? aairg \kit. CH Prey °lo U U S- CC 0020% Q40 0.63 1.03 Forms Washington State Nonresidential Energy Code Compliance Fos 1302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories comprise at space heating types: r. All Other: 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) ' : . 994 V Vas ..atop State Nonresidential Energy Code ComolianceFor Envelope Summar back) Climate Zone WILTANIff 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. Al wilsR11 rlalati Al kalalicnirtdailed? r a g a0rgOittiiaMat? 00.15% 0.90 1.45 1.00 15?!Y' /° Q75 1.40 1.03 2 ' 0.60 1.30 Q66 3040?/° 050 125 045 Al k h led? GlaargO iaMal? C�rg \krt. CH Area% U U SHE 0020% 040 Q3) 1.03 ii Cbnporet R3bITTI103 cr l SfilarrsAviyasRaquirEd Totals iiipa weighted HC: divide total of (HC x area) by Total Area 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. ro Section 2009. • • Envelope UA Calcul. ins Climate Zonel ENV -UA 1994 Washington State Nonresidential Energy Code Compliance Forms Project Address Space Heat Type Glazing Area as % gross exterior wall area Concrete/Masonry Option � c > 0 a u E 6 0 0 0 6 Q 0 a o m O a CC 0 o O 0 0 d 0 0 c .0 m 0 Q n O rn Building Component List components by assembly ID & page # Quik Park off - Airport Parking facility - U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: U= Plan ID: tin U= Plan ID: #102 U= Plan ID: R= 30.0 Plan ID: Roof R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R = 19.0 Plan lD: New Mali R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: "Note: sum of Target Areas here should equa R= Plan ID: R= Plan ID: R= Plan ID: R= Plan ID: R =10.0 Plan ID: New R= Plan ID: R= Plan ID: R= Plan ID: or CMU walls, indicate core insulation material. For compliance: 0 Electric resistance 0 All other Prop. f 40.0% Max.Target Q Yes Q No Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete /Masonry Option is used, Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13 -1 for correct values. Proposed UA U- factor x Area (A) = UA (U x A) 0.240 21.0 0.600 230.0 5.0 138.0 0.033 1274.0 42.0 0.053 1391.7 I Target Opaque Wall Area (see back) 73.8 R= Plan ID: R= Plan ID: R= Plan ID: 1 Note: if insulated to levels required for opaque walls, list above with opaque walls 0.100 285.7 28.6 Totals 3202.4 287.4 Date 3/11/2002 For Building Department Use Target UA U- factor x Area (A) = UA (U x A) 0.600 251.0 150.6 0.036 1274.0 45.9 1391.7 194.8 0.540 285.7 154.3 Totals' 3202.4 545.6 "F 1994 W^^ i ton State o reside iai Ener Code Co • " - -, ce Form 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. June, 1995 Z � re 6 J U 00 to 0 LU J H U) W o w = W H = Z � I-- O W ~ UCa O N O W W H F U- 3 ..Z W U= O ~ z ENV -SHGC 1994 Washington State Nonresidential Energy Code Compliance Forms Vertical Glazing List components by assembly ID & page # 0 1 > 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. Totals For compliance: 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: 'Note: Manufacturer's SC may be used in lieu of SHGC. Glazing Area Opaque Area Gross Exterior Wall Area 1642.7 I X ( 40.0% I ? I 100 I *- I 657.1 I I 657.1 I Roofs over Attics Other Roofs Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Max Glazing Area (Table 13 -1) Target OG Area in Roofs over Attics lesser 657.1 Proposed Opaque Area 1274.0 Proposed Opaque Area 1994 W - hi ton State Nonresidential Ener. Code Com.li ^hce Form Climate Zo ? ? Proposed SHGC SHGC' x.Area (A) = SHGC x A Totals! Max OG Remaining 657.1 Proposed OG Area Proposed VG Area Maximum Target Glazing Area Target OG Area in Other Roofs a lesser 657.1 Target OG Area/ ? Target VG Area Totals Target SHGC SHGC x Area (A) = SHGC x A 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 ?I 1? Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaquo'Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Walls' I 1391.7 I 1J ] t7:::: #:;: : . +' • 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 OG= Y = IOG= 1274.0 I 1391.7 ENV -SHGC 1994 Washington State Nonresidential Energy Code Compliance Forms Vertical Glazing List components by assembly ID & page # 0 1 > 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. Totals For compliance: 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: 'Note: Manufacturer's SC may be used in lieu of SHGC. Glazing Area Opaque Area Gross Exterior Wall Area 1642.7 I X ( 40.0% I ? I 100 I *- I 657.1 I I 657.1 I Roofs over Attics Other Roofs Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Max Glazing Area (Table 13 -1) Target OG Area in Roofs over Attics lesser 657.1 Proposed Opaque Area 1274.0 Proposed Opaque Area 1994 W - hi ton State Nonresidential Ener. Code Com.li ^hce Form Climate Zo ? ? Proposed SHGC SHGC' x.Area (A) = SHGC x A Totals! Max OG Remaining 657.1 Proposed OG Area Proposed VG Area Maximum Target Glazing Area Target OG Area in Other Roofs a lesser 657.1 Target OG Area/ ? Target VG Area Totals Target SHGC SHGC x Area (A) = SHGC x A 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 ?I 1? Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaquo'Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Walls' I 1391.7 I 1J ] t7:::: #:;: : . +' • 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 Project Address Quik Park Off - Airport Parking Facility 1 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 (yes, no, n.a.) Code 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 watt 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; 1314.4 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 wad 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 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 yap. 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 /doer 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 Building Permit PIa.Checklist 1994 Washington State Energy Code Compliance Fomis ..• 1 : 1 1 . . 1 - - ► . 1 - . - r I - • 5,. .11. -1 - • II ENV -CHK June, 1995 If "no" Is shown for any question, provide explanation: i .;7.11, i'1i' :•w•r?imsts iYAuSWdVriyLttx'JNYA . a , 1994 Washington State Energy Code Compliance Forms 1 • • 1 1.01 . - 1 • Building Permit Pla Checklist - • • • - • 11 . - 1 - • 11 ENV -CHK June, 1995 s Envelope - General Requirements 1311 Insulation 1311.1 Installation Regdremerts: All insulation materials shalI be installed according to the manufacture's instructions to achieve proper densities, rrmintain deaances, and manta uniform R-values. To the mwirrum extent possible, insudion shall extend oter the full component area to the i rtended R -value 1311.2 Roof/Ceiling Insulation Open-limn or poured loose -fill insulator nny be used in attic spaces where the sloped the ceiling is not mane than 3/12 and there is at least thirty inches of tea dstance from the top of the bottom chard of the truss a cot ling joist to the underside d the sheathing at the toot ridge. When eave vents ae installed baffling d the vent openings shall be provided so as to deflect the incoming air above the surfaced the insulation. Where lighting fixtures are recessed into a suspended or eposed gild ceiling, the roof /cdling assemblyshdl be insulated in a location other that directly on the suspended oeiirg. Exception: Type IC rated recessed Iigtting fvdures. Where installed in wood framing, faced batt insulation shall be face stapled. 1311.3 Wall Insulation: F,derbrveil cavities isolated during framing shall be fully insulated to the levels d the surrounding wells. When installed in wood framing, faced batt insulation shall be face stapled. Above grade exterior insulation shall be protected. 1311.4 Fbor Insulation: Floor ins tlationshall beirstalled Ina perrmnent manner in substantial contact with the surface being instated. Insulation supports std be irstdled so spacing is net more than twenty - flour inches m ceder. Instated insulation shall not dock the airflow through foundation vents 1311.5 Slab-On-Grade Floor: Slabon -grade insulaim installed inside the foundation wdll shall edend downward from the top of the slab a minimum distance of twenty -four inches ar to the tap cf the footing, whthever is Tess. Instation installed outside the foundation shall extend davrwad a rri ri mum of twenty -far inches or to the f restiine; wH chem is Teeter. Above gale insulation shall be protected. Exception: Far mandihic slabs, the insulation shall extend domiward from the bpd the slab to the bottom of the fodirg. 1311.6 Radant Floors (on or bdowgrade) Sldron -grade insulation shall extend downward from the toy d the slab a minimum distance of thirty -sal Indies a domed to the top of the footing and hamortal for an aggregate of not less that thirty -sal inches. If required by the binding dfidal where soil conditions warrant such i rstl ation, the erii re area of a radiant floc shall be hernial ly isolated from the soil. Where a sot gas control system is provided below the radiant floor, which results in increased convective flow belay the radiant flcor, he radiant floor shall be thermally isolated from the sub -floe gelid laser. 1312 Glazing and Doors 13121 Standard Procedure for Determination of Glazing and Door U- Factors: U- factors for glazing aid does shall be determined, certified and labeled in accordance with Standard RS-31 by a eertiled independent dgencylicensed by the Naticnd Fenestration Rating Council (NFRC). Compiance shat be based on Model Size AAor BB. Product samples wed for U -factor deterni nations shall be production line units or representative of uritsas purchased by the cam meorcaitractor. Unlabeled glazirg and doors shall be assigned the defailt U- factor in Section 2006. 1312.2 Sofa Heat Gain Coefficient and Shading Coefficient: Sofa Heat Gain Oocffident (SHGC), shall be determined, certified and labeled in acoordancewith the National Fenestration Rating Council (NFRC) Standard by a certified, independert agency, licensed by the NFRC. Exception: Shadng coefficients (SC) shall be an acceptable alternate for comp iance with sofa heat gain coefficient requirements. Shading coefficients far glazing shat be ta from Chapter 27 of Staxlad RS-27 or from the maiufadurer's test data 1313 Mdsture Contrd 13131 Vapor Retarders; Vapor retarders shdi be installed an the warm side (in winter) of insulation as requied by this section. Exception: Vapor retader installed with rot more that 1/3 of the nominal R -value between it and he conditioned space 1313.2 Roof/Ceiling Assemblies: Rod /cei rg assernd les where the ventlatim space Wow the insulation is less than at arcane of twelve inches shall be provided with a vapor retarder. Rod/ceiling assemblies without a vented airspace, where neither the rod deck nor the roof structure are made of woad, shall preside a continuous %epa retarder with taped scans. Exception: Vapor retarders need no arided where all of the insulation is installed between the r membrane and the structural rod deck. 1313.3 Walls Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.4 Floors Floors separating conditioned space from unoorditioned space shall be provided with a vapor retarder. 1313.5 CraM Spaces: A ground cater of six aril (0.006 inch thick) black polyethylene or approved equd shat be laid over the ground within aavl spaces. The ground cover stall be overlapped twelve inches minimum at the joints and shall extend to the foundation well. eceptiart The ground cover ma/ be omitted in crawl spaces if theaaM space has a concrete slab floor with a mi limn thickness of three and onethaff inches. 1314 Pk Lealkage 1314.1 Buildng Envelope: The requirements of this section shall apply b hiking elements sepaatrg ooncitioned from utcomcttioned spaces. Exterior joints wound wi nckms and door frames, openings between wall s and foundation, between was and rod and wet l panels; openings at penetiatims of utility services throu4i walls, floors, and roofs and all other openings in the build rig envelope shall be sealed, caulked, gasketed, or wotnerstipped to Limit air leakage. 13142 Glazing aid Doors: Doors and operable glazing separating conditioned from unconditioned space shall be weatherstripped. Fired wi nl ays shall be tight fitting with d ass retained by stops with sealant or caulking all around. Exception Openings that are required b be fire resistant. 1314.3 Btildrg Assemblies Used as Ducts or Plenums:l3uiiiing assemblies wed w ducts or plenums shat be sealed, caulked, and gasketed to Unit air leakage. ........un.a+nrv,. w.0anrt21441na,k1 ww: 44I till aXte1U(.ak, FP :; 1YiY.4 'U`^t+.& ;w.� w:�tw+ - u }9; Project Info •- _ , I /44 Project Address QUIK PARK OFF - AIRPORT PARKING FACILITY Date 3/13/2002 s 160th. & OLD MILITARY RD. For Building Department Use TUKWILA, WASHINGTON Applicant Name: QUIK PARK OFF - AIRPORT PARKING FACILITY Applicant Address: Applicant Phone: 1994 Wash' gton State Nonresidential Energy Code Comp't^ ce 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 Area in ft (or If for perimeter) Date 3/13/2002 Covered Parking S 160th. & OLD MILITARY RD. 0.2 W /ft For Building Department Use 1512. 0 TUKWILA, WASHINGTON Applicant Name: QUIK PARK OFF - AIRPORT PARKING FACILITY Applicant Address: • Applicant Phone: ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 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 MAINTENANCE BUILDING 0.2 W /ft 1260 . 0 1512. 0 Open Parking 0.2 W /ft Outdoor Areas 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 MAINTENANCE BUILDING 1. 20 1260 . 0 1512. 0 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 1512.0 1997 Washington State Nonresidential Energy Code Compliance Forms Compliance Option 1997 Washington State Nonresidential Energy Code Compli -nce Form Lighting Summary LTG-SUM (Project Description New Building ❑ Addition 1111 Alteration Maximum Allowed Lighting Wattage (Interior) Proposed Lighting Wattage (Interior) be used. Location (floor /room no.) Fixture Description F6- 4FT.FLUO.SURFACB W/2 -F32T8 & ELEC.BALLAST Total Proposed Watts may not exceed Total Allowed Watts for Interior Number of Fixtures 20 Watts/ Fixture 64.0 Total Proposed Watts Watts Proposed 1280.0 1280.0 Maximum Allowed Lighting Wattage (Exterior 0 Prescriptive 0 Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) First Edition - June. 1998 ,the default table In the NREC Technical Reference nnanual may also VA Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed 15- MH WALL PACK K /1 -50W LAMP 3 65.0 195.0 • Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 195.0 Bldg. (by facade) Bldg. (by perim) BUILDING PERIMETER 7,5 W /If 110.0 Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts 825.0 825.0 1997 Was"'lgton State Nonresidential Energy Code Comply' ce Form 0.25 W/ft mfgr listed maximum input wattage. For fixtures with hard-wired Daiiasts only, Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. LL. UP 6 v 0' t fn W O g J I O ` I— W I— O Z gyp iO N ! W u j LL C3 W Z : U CO O . z Use' LPA (W /ft Use' LPA (W/ft Painting, welding, carpentry, machine shops 2.3 Police and fire stations 1.2 Babe. 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/bas 1 Cafeterias, 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 seas 0.5 Ubraies 1.5 Aircraft sbrage hangers 0.4 Nursing homes 1.5 Parking garages See SeG1on 1532 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildings, school classrooms, day ewe centers 1.35 Common area, corridors, lobbies (except mall concourse) 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 Office buildings, office✓administrative 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 Compii ^ice Form Lighting Summary .. ck) LTG -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms Table 15 -1 Unit Lighting Power Allowance (LPA) for Interior Lighting *44 4 0 4iwtre b Footnotes for Table 15-1 First Edition - June, 1998 1. In cases in which a use is not mentioned specifically, the Unit PowerAlloxance 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 plus 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 Forms First Edition - June, 1998 • Project Address QUIK PARK OFF - AIRPORT PARKING FACILITY '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 I (yes, no, n.a.) Code Section Component Information Required I Location on Plans Building Department Notes LIGHTING C ONTROLS (Section 1513) • yes 1513.1 Local control /access Schedule with type, Indicate locations yes 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 yea (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 yea Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency ( I 1997 Washington State Nonresidential Energy Code Compl' ^nce Form If "no" is circled for any question, provide explanation: .:awsa.?xuasda�ilt •�s lt. UIG�K ► wT to e .0 4 . 14 LNG FILE COPY !.1 LS4a�n:c:'sh..oirsi u1.,,'.L.ils.S:I3'.s': !<t. ••:a :� aS'a.R;.r.GnscaL . s:,,;4tr.*..:::.:.,n.,; APPROVED AUG - G 2432 AS iii tU . isTON . of TUKui„u . ' PERMIT. CENT. =• ; ! 1 s GIVE I D (si4ow) : P. • .• Pa . aAb . FlivlooP 5117140 amp $ .. a 1s.t t litem .. • I i i 2.5 eN2 • ' • ' , , • •• ' 9 a - ; z. M rn ' CI) 0 DC mm - Z 0 — I - I 2 m . C ' • .11 --I M M • 0 (/) • 0 0 O r" c • ..„ z z, i t , • „,„ • , • ; Tr'77T7.7";',,trt'7,7m7.-34,7it " - • _ •• • - • •-•.• • • 1 - . . . . • • • 1 • • - • ■ • • _ • •• • • — i sp • . . • • . ( 9... 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V t.,161 2 1 I I .........: 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: 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: Replace Section 08360, Sectional Overhead Doors with attached the Section 08360, Overhead Doors, in its entirety. RVIION N0. i ADDENDUM NO. 1 END OF ADDENDUM NO. 1 FILE COPY — -._:_ Quik Park Off - Airport Parking Facility Addendum No 1 Page 1 of 3 1)01 Ng ': E:✓:�F:iWl1 .utt'e410;ti';Agit.4 ;w 4ti:r. ita:° `r'w 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 Sectional Overhead Door work as shown on the Drawings and as specified herein. 1.02 Section Includes: Section 08360 OVERHEAD DOORS Quik Park Off - Airport Parking Facility A. Sectional overhead doors, manually operated, with accessories and components. L03 Quality Assurance: 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. • Unless otherwise acceptable to the Architect, furnish all overhead door units by one manufacturer for the entire project. 1.04. Submittals: A. Manufacturer's Data: For information only, submit four(4) copies of manufacturer's data for fabrication and installation instructions. • 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 z w : • 2 J U O U 0. w =` J CO IL' 0 g J_ LL. Q U� a W Z I- •z 2 o -` W W; O •i z; U_ =• • I- •••0•• PART 2 - PRODUCTS 2.01 Materials: PART 3 - EXECUTION 3.01 Installation: 1. Track: Shall be 3" standard lift track. 2. I. Operation: Manual with pull rope. END OF OVERHEAD DOORS Quik Park Off - Airport Parking Facility 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. 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. 3. Finish: Shall be factory finished baked -on polyester coating. II. Weather- stripping: A replaceable PVC vinyl "U" shaped astragal shall be installed on the bottom edge of each door. A. 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. Addendum No 1 Page 3 of 3 Mr 11 CG Addendum Date: February 18, 2002 From: Calvin Jordan Associates, Inc To: ALL PLAN HOLDERS: ADDENDUM NO. 2 Project: QUIK PARK OFF - AIRPORT PARKING FACILITY Office, Maintenance, and Pay Booth & Canopy Buildings Quik Park Off - Airport Parking Facility 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. Section 10800 — Toilet Accessories: A. FILE COPY 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. (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. (-each uired) (1 each required) Toilet Seat Cover Dispenser: Shall be Model No. 0477 -SM Toilet Seat Cover Dispenser, as manufactured by American Specialties, Inc., or approved equal. (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) Soap Dispenser (Wall Mounted): Shall be Model No. 0343, All Purpose Soap Dispenser, as manufactured by American Addendum No. 2 Page 1 of 9 1 Steq .r_.yYer Section 15400 — Plumbing: Quik Pax 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 -411B. 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 -mod) (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) e. In -Line Water Heater: 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 B. 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) 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 ParK Off - Airport Parking Facility Air Handling Unit: Shall be Model No. TWR030C100A Condenser with Model No. YCCO3OF 1 L 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 Add Section 15617, Electric Heating Equipment, see attached. Add Section 15620 Gas -Fired Radiant Heaters, see attached. 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 kikc 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 Park Off - Airport Parking Facility *Denotes new sheet number, (old number in parenthesis), use sheet title for clarification. Addendum No. 2 Page 5 of 9 6 J O: 00 o W = A. Description of Work: The work of this Section shall include all labor, materials, , N �' equipment and appliances required to complete the Electric Heating Equipment w o work as indicated on the Drawings and as specified herein. _ g J u_ Q Warranties: One (1) year factory warranty on the all products. One (1) year I a service and maintenance guarantee by Contractor for the Electric Heating I-- _. Equipment installation. ? r t— O z�— w Quality Assurance: ? o ow 1. Codes and Standards: Comply with the provisions of the following codes, o I-- specifications and standards, except as otherwise shown or specified: = v . o a. Uniform Mechanical Code. b. National Electrical Code 0 N c. ANSI/NFPA 90A: Installation of Air Conditioning and p I-- Ventilation Systems ? d. UL: Provide units and components that are labeled and listed by UL. PART 1- GENERAL 1.01 General: 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 3.3 Electrical Heating Equipment: Section 15617 ELECTRIC HEATING EQUIPMENT j Quik Park Off-Airport Parking Facility Shop Drawings: Submit six (6) copies of manufacturer's assembly -type Shop Drawings indication dimensions, required clearances, and methods of assembly of components. Addendum No. 2 Page 6 of 9 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. C. 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. PART 3 — EXECUTION 3.01 Inspection: 3.02 Units: Quik Park Off - Airport Parking Facility 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. A. Examine areas and conditions under which units are to be installed. Do not proceed with work until unsatisfactory conditions have been corrected. Installation: 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. 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 �'.:�H PART 1- GENERAL 1.01 General: Section 15620 GAS -FIRED RADIANT HEATERS r Quik fi Off - Airport Parking Facility A. Description of Work: The work of this Section shall include all labor, materials, equipment and appliances required to complete Gas -Fired Radiant Heater 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 Gas -Fired Radiant Heater installation. 1. Codes and Standards: Comply with the provisions of the following codes, specifications and standards, except as otherwise shown or specified: Quality Assurance: 1.02. Submittals: 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. B. 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. PART 2 — PRODUCTS 2.01 Gas -Fired Radiant Heaters: a. Uniform Mechanical Code. b. Uniform Plumbing Code c. UL: Provide units and components that are labeled and listed by UL. ft:: ali•:;:::! 4�Stib�. ';tLi::?� "ti�,�t..5..:'iti1i.� .�'s'.�.";•'t;��l!:r Addendum No. 2 Page 8 of 9 A. 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. 3.02 Installation of Units: Quik Park Off - Airport Parking Facility 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. B. 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 z 1 ~w ' 6 00 0 w LL w O. g J = • d z �. o . z F- w al 0 , o �. w I � w N , O z SPECIFICATIONS: DRAWINGS: ADDENDUM NO. 3 1. A202 – REFLECTED CEILING PLAN: A301 – FLOOR PLAN & FND. PLAN (REVISED): 3. A401/E7 – PAY BOOTH & CANOPY PLAN (REVISED): RVLSLON NO_. 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: Quik Park Off - Airport Parking Facility 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 1. Addendum No. 2 Section 15620 – Gas -Fired Radiant Heaters: FILE ClPY - 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. 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. Addendum No. 3 Z) Page 1 of 2 — 3 6 0t Y it1: {fi,�:i'` .•, ;L+vSYJ, S�i::iifg z u6m • 00 0 • U) J I-. LL w O. 2 g Q ( a • = I— I L" Z = Z O . u t • U � •O — = U u. 0 w z• Ur - I . 0 ' z A407/A601 — PAY BOOTH PLANS (REVISED): A410 — DETAILS: END OF ADDENDUM NO. 3 • Quik Ira. K 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". z A407/A408/A601 — PAY BOOTH PLANS (REVISED): , W U ' a. On Sheet A407, delete window type "H" from floor plan, east elevation and west v O o . elevation. w b. On Sheet A408, delete window type "H" from pay booth section 1/A404. E- u. c. On Sheet A601, delete window type "H" from the Window Schedule and shown in w O Window Types. u_< A408 — PAY BOOTH SECTIONS (REVISED): w v = I— _ w z F - O z I w uj A409 — PAY BOOTH SECTIONS (REVISED): o 1— °w w . 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" — z to read "soffet 12/A410". v x- O 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". 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 09/26/2002 18:44 FAX 14258616050 Geo :En Sterling Reality Organization (SRO) 600 —106 Avenue Northeast P.O. Box 91723 Bellevue, Washington 98009 -1723 Attention: Michael Lancaster, CSM • September 26, 2002 la 002 r,/\701 - 1 •O v)'17 b /-- 1 2:0 y rvl - o Doi (03 po — 31„L.1 Summary Letter Geotechnical Construction Observation and Testing Quik Park of Washington Tukwila, Washington File No. 7704001 -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 "Quik Park Parking Lot, Stormwater Vault — Allowable Soil Bearing Pressure Recomrnendations" 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. • GeoEngineers, Inc 8410 154th Avenue N.E. Redmond, WA 98052 Telephone (425) 861.6000 Fast (425)861405o www.geoengiueers.com Er..,'�a" it tfriR.eili;7a V2i5, Mi.I4Lara Vanf•irrtig:a +t MANNEiTS!'.'y IFRfr OR:4A Tam Ei -Ir. 0 9/26/2002 18;44 FAX 14258616050 Sterling Reality Organ. .ben September 26, 2002 Page 2 GeoEngineers Igi oos • Letter "Additional Design Calculations (revised), Keystone Retaining Wall at Office Building, Quik 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 parking 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 backfilI • tiered modular block wall (Wall G) subgrade, backfill 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. File No. 7704 - 001-02 UUI iU/ iVVi LU.MI I'P►A 14i UUULUVJU Sterling Reality Organ Jon September 26, 2002 Page 3 GeoEngineers 'fea eJ 1304 SOUTH 158T" STREET RELOCATION (OFF -SITE WORK) Tiered Modular Block Retaining Wall (Wall G) We observed the footing subgrade conditions and backfilling 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 '/a -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 V3 -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 backfill 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 1/2- 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 Backfill 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 1 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. Filc No. 7704 - 001-02 }N,bVI;'Z^+P . ...'t�� i'IJ t' . ' � f ' {maw .�. �:y� •,xn'�. '.�1' 09 /26,20UZ ia:4b FAA 142b8tl1UUDU 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 1/2-inch- diameter steel probe rod. The fill was compacted to at least 95 percent of the maximum dry density per ASTM D1557. 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 constricted 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 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 '2- inch - diameter steel probe rod_ The wall backfill was compacted to at least 90 percent of the maximum dry density, per ASTM D 1557. GeoEngineers File No. 7704- 001-02 uff/ a0/ cUUC 11:1:40 FAA 14Z06010UoU Sterling Reality Orga .ition 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 backfill 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 backfill was placed in lifts and the compaction was evaluated by completing in place moisture density tests and by probing with a %:- 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. B 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 picun 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 Backfill 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 %Z- inch - diameter 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. O e o E n g i n e e r s 4 006 File No. 7704- 001-02 Sterling Reality Orgar. me lon 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 1/2- 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 4 ¢► File No. 7704- 001-02 • Sterling Reality Organ on September 26, 2002 Page 7 KGO:RCM:KGB:nh Rrdm :102lt'uu1s1770400102surnitr.doc Two copies submitted 0 o E n g i n e e r s EXPIRES 4/11 /c. Zt was a pleasure working with you on this project. If you have any questions regarding this summary letter, please contact us. Respectfully submitted, GeoEngineers, Inc_ Robert C. Metcalfe, p_E. Geotechnical Engineer Kenneth G. Buss, P.E. Principal File No. 7704-001 -02 MAYES TESTING ENGINEERS, INC. August 22, 2002 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Building Official FINAL LETTER Re: Quick Park Permit # DOI -363 3610 South 158 St. DOI -364 Tukwila, WA DOI -365 MTE Project No. E1243 Gentlemen: 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: 1) Reinforced Concrete We trust that this provides you with the information, which you require. Should you have any questions give us a call. Sincerely, MAYES TESTING ENGINEERS, INC. Michael S. Dolder, P. Vice President MSD:jwr cc: Mike Lancaster, Sterling Realty Jerry Cochran, Jr., GLY Construction REL..:IVEO 'AUG 2 6 2002► COMMUNITY DEVELOPMENT Everett Office 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 Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and/or shower 4 2 0 . D units 1 1 i 0 Dishwasher 4 2 0 0 Drinking fountain (each head) 1 1 0 Hose bibb (interior) 5 3 l) Clotheswasher or laundry tub 4 2 ) 0 Sink, bar or lavatory 2 1 I 2 Sink, clinic, flushing 10 10 0 0 Sink, kitchen 4 2 Sink, other 4 2 Sink wash, circle spray 4 4 0 Urinal, flush tank 3 3 0 Urinal, wail or stall 5 5 1 Water closet, tank 5 3 Water closet, flush valve 10 6 0 () Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council but is limited by state law to $10.50 per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi - annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at (206) 684 -1740. (Please print or type) Property Tax ID # Owner's Name Party to be Billed (if different from owner) Property Legal Address: Party's Mailing Address: Subdivision Name Lot # Subdiv. # Block # Building Name (if applicable) Property Street Address City or Sewer District Date of Connection City, State, ZIP Side Sewer Permit It Owner's Phone Number ( ) Owner's Mailing Address (if different from above) A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units _ 1058 (Rev. 10/00) Non - Residential Sewer Use Certification (To be completed for all sewer connections, reconnections or change c a of existing connections. This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect.) 20 (Last, First, Middle Initial) Total Fixture Units if 0,6 RCE White — King County or Property Contact Phone it ( Demolition of pre - existing building? ❑ Yes ❑ No Type of building demolished Sewer disconnect date B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type.of Facility /Process: Estimated Wastewater Discharge: 0 • Gallons /days Residential Customer Equivalents (RCE): 187 gallon per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B U d. Date 3 -PI DV- RCE I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of corrected data for determination of a revised capacity charge. Signature of Owner/ 4 t � � L / Representative / /� Print Name of Owner/ Representative MI CFIA - A I e f !�lZ S fmcH Yellow — Local Sewer Agency Pink — Sewer Customer t1 t 1 : 10 M1V ^ �' YO°fp yv;, 'le D RECEIVED CITY OF TUKWILA PERMIT CENTER RCE MAY 1 0 2002 %4W Certificate of Water Availability PROJECT #: PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): Owner Information:' Name: SUNG 4 Q (SP ') Address: PO W . 91175 / u io lbeto Phone: (425) 455 — 800 Owner /Agent Siggatu Agent/Contact Person: \\\0/ � / Name: Rio _ wrost3Ackt Address: fp 130( 95423 J S •M /S(45 -2 y Phone: (2) 5L3 3% FIA.: (20, )54 - d337 This certificate is for the purposes of: ❑ Residential Building Permit El Commercial/Industrial Building Permit ❑ Preliminary Plat ❑ Rezone El Short Subdivision B. Other W(41,) 12C 1/16W Estimated number of service connections and meter size(s): 2_ Vehicular distance from nearest hydrant to the closest point of structure ft. Area is served by (Water utility district): Date: 4-5 - 17 . PART B: (To be completed by water utility district) • The proposed project is located within Ut. ' WII4 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: (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 fps as documented by the attached calculations. I hereby certify that the above information is true and correct. f (!c lAct CO 6A-70 4( nrs , iZ — I Agency /Phone 7_06 — A• enc /Phone WTRAVAILDOC 6/5/96 c-> > r Ut 1 UKWILA Permit Cente; 6300 Soulhcente, Boulevard, Suite 100; Tukwila, WA &8188 Telephone: (206) 431 -3670 • (City /County) I H-ha 6„ t Setik 4 -24-9j (Required only if outside City of Tukwila water utility district) z I Date PART C: (To be completed by governing jurisdiction) Minimum water system improvements: (At least equal to B2 above) (Use separate sheet if more room is needed) RMIDER Water Availability: ❑ Acceptable service can be provided to this project RECEIVED 0 Acceptable service cannot be provided to this project unless the improvements in item C2 are mst El System isn't capable of providing service to this project. Date Doi- fib`► Part A: (To Be Completed by Applicant) Purpose of Certificate: El Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: ❑ Residential Single Family ❑ Residential Multi- Family Ili Commercial ❑ Other Applicants Name: , J ;j G I e e% b 4 c -L, Phone: Ca 00 .5--A 3. -374 A pr✓ Property Address or Approximate Location: N, s h i . r S.1,vi-'' J + ) be 6t Vt ci L,Cunj ' - c! . k 1,ccii`r c . Legal Description(Attach Map and Legal Description if necessary): va cr C-4 eel Part B: (To Be Completed by Sewer Agency) ' "r 1. a. Sewer Service will be provided by side sewer connection only to an existing 6 size sewer O 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 the 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 above is checked) 151 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. NI 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.) b. Easements: ❑ Required J81 May be Required c. Other: Cost- bossed O 'f x hve- c ov b t 'WORKING TOWARD A BETTER ENVIRONMENT" SEWER DISTRICT 14816 Military Road South RECEIVED P.O. Box 69550 CITY OF TUKWILA Tukwila, WA 98168 Phone: (206) 242 -3236 N 0 V 1 3 200 Fax: (206) 242 -1527 PERMIT CENTER CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY I hereby certify that the above sewer agency information is true. This certification shall be valid for one year fron..ttr date of sig ture By Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Title A dihi f ohf / i4r1o)G' • .5-/ / '1 Date b 0 t, loki i CI a_ r !-a 7 i 0 a a a a i t 1 . 1 #j �p f `` ,� . 51 CRLING I!WI-A11 i i t Existing 96 4c N c ^ t Parking ■ a % Lot \ \ \,. STERLING i i11 V;;;;- t1.1 I 1,1 1 lt C N • 1< E c `‘' �\ : f F H l 5rERL1NG ! HOU RES CD 100 Ac.. BILLBOARDS LIMIT • 8/ 2 47. ., I t t 4A ••• �COAST TO O T A HARDWARE J&C AUTO . 4s EXHIBIT A 'V J `f - 4 4 DOLLAR RENT -A-CAR .� 7 IAC. s f• ••••• • ,■•••• • -.w • inwar•i • •••••• • i • •am1... ••••••• • v...� • i. • ISO ac lb AM/ ;—._ ._ • r Prepared by Michael Aippersbach & Associates - --� t tent St. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 154 =f 1 E :: ::z 2IG% L! 7Y 4 /58 TA NNY f C F625.052.000 (3197) CONSTRUCTION G L Y CONSTRUCTION INC PO BOX 6728 _ BELLEVUE WA 98008 -0.728 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL ,Y,. ; �, M �REGIST #_, _ EXP . DATE • CC,O1• ' ,,4 ;GLYCOI *.0180 `09/30/2002 EFFECTIVE: :DATE - •.`0.9/29/1999 G. L ,Y. ,:CONSTRUCTION INC • . , PO':'BOX ' BELLEVUE '.WA 98008`0 REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1.. GLYCOI *01809 EFFECTIVE DATE 09/29/1999 ( ... S . Issued b'. DEPARTMENT OF LABOR AND INDUSTRIES • State of Washington County of Bing 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 � '�L. �:` � � 4-O 0 I sign ke 6.-kl,K1A-k_12/e Notary Title My appointment expires 2 — 100 - 116th Avenue S.E. Bellevue, WA 98004 -6453 P.O. Box 6728 Bellevue, WA 98008-0728 Tel: 425.451.8877 Fax: 425.453.5680 www.gly.com 11 F625- 052.000 (8/97) Please Remove And Sian Identification Card Before Placing In Billfold • istration "Niq AM1.J :$rY,a9t «. .4ta xUZYA+� Balance Due: $ Need Current Contractor Registration Card: Need to Enter Contractor Information in Sierra: 0 Yes. Date : [ is APPROVALS: DATE: DATE: V ! REV1 DATE THAT PORTION OF TIE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 22 . TOWNSHIP 23 NORTH RANGE 4 EAST, WM., As Fa10WS: .... B E G R O M I G A T THE SOUTHWEST CORNER OF THE TRACE 119 OF SUNNYSIDE GARDENS, DIVISION NO.1 AS PER THE PLAT RECORDED N VOLD. 25 OF PLATS' ON PAGE 50, RECORDS OF KING COUNTY: 11ENCE NORTH Gi•0r:r E A S E A L O N G ' T H E WEST UNE OF SAID TRACT, 119 A DISTANCE : s . FEET. . N 0I u UNE THE BE of A TH 1621--TANGENT EAST, E TR E ON S TH s 1, 41x0 E HI POINT A ACQUIRED BY Lys SOU SAID POM FDIC ON THE HE MARGIN OF SEC NDARI' STATE HIGHWAY N0. t A9 ACQUIRED 00 JUDGMENT NT t.2 W AND DECREE OF APPROPAIAT 22 46 ENTERED SOUTH JUNE 21, IA N KING AL A SUPERIOR O COURT CAUSE N0. 545600: THENCE WEST ALOE SAID CURVE AND MARGIN GM 48.36: FEET THROUGH A CENTRAL ANGLE LE OF 1 TIERCE SOME 893059' WEST ALONG SAD MARGIN 544100 FEET THENCE HEAVING. SAID MARGYII AT RIGHT. ANGLES SOUTH 00 EAST 215.00 FEET: THENCE AT RIGHT ANGLES NORTH Nr31159' EAST 7.50 FEET: THENCE AT RIGHT ANGLES SOUTH 00 EAST 118.18 FEET: THOLE SOW. 1653 WEST 147.71 FEET: THENCE SOUTH 5x02 WEST 165.37 FEET 10 A IRE WHIM E PARALLEL WITH AND LIES 15 FELT SOUTHWEST OF THE sounwsr 222ir MARGIN OF OLLITARY THENCE SOUTH 3 7 54 EAST ALONG S S A USE 116 OO FEET: ROAD; THENCE SOUIN 26.5859' EAST. 41.94'. FEET TO A LINE WI9CH IS PARALLEL WITH AND LIES 23 FEET SOUTHWEST OF FOE SOUTHWEST P OT-OF -WAY'. WR®L OF OLD MILITARY ROAD; THENCE SOWN : r21 o o S o : . SAID UNE HE N FEET: H ENCE SOUTH 11'21.0 )EST AL FEET 0 H RA MARGIN F of SOUTH 160TH STREET; THE/CE SOUTH EASE ALONG SAID NORTH MARGIN 4334 FEET; ': : THENCE NORM 53 EAST 24.19 FEET: 1 THENCE 11 EAST 17584 FEE, THENCE NORTH 67'0.6 EAST 18355 FEET TD THE BEGINNING OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 220.50 FEE, THENCE EASTERLY ALONG SAID CURVE 95.19 FEET THROUGH A CENTRAL ANGLE OF 24 THENCE SOUTH 801,4Y EAST 45AB FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 144.50 FEE, I. THENCE', EASTERLY. NORDEASTER.Y AND IDRT ERLY ALONG SAID CURVE 232.55 .FEET THROUGH A:CENTRAL ANGLE OF .z.3 sir; THENCE' NORTH 002961' NWT 21893 FEE, THENCE SOUTH 8028'13' EAST. 6689 FEET TO THE SOUTHERLY EXTENSION OF THE WEST UNE OF SAD TRACT 119; THENCE. NOON 01•01 EAST.. AIDND SAID ELQENSIOI. 5.00 FEET TO NTE POINT of BEGINNING. CONEAB oc 419.541 SOME FEET 1/ORE OF LESS SMOTE PI HBO COUNTY, STATE OF WA9RIGTON. DRAWING INDEX PROJECT INFORMATION: ARCHITECTURAL DRAWINGS :. '' THAT PORTION OF TIE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 22 . TOWNSHIP 23 NORTH RANGE 4 EAST, WM., As Fa10WS: .... B E G R O M I G A T THE SOUTHWEST CORNER OF THE TRACE 119 OF SUNNYSIDE GARDENS, DIVISION NO.1 AS PER THE PLAT RECORDED N VOLD. 25 OF PLATS' ON PAGE 50, RECORDS OF KING COUNTY: 11ENCE NORTH Gi•0r:r E A S E A L O N G ' T H E WEST UNE OF SAID TRACT, 119 A DISTANCE : s . FEET. . N 0I u UNE THE BE of A TH 1621--TANGENT EAST, E TR E ON S TH s 1, 41x0 E HI POINT A ACQUIRED BY Lys SOU SAID POM FDIC ON THE HE MARGIN OF SEC NDARI' STATE HIGHWAY N0. t A9 ACQUIRED 00 JUDGMENT NT t.2 W AND DECREE OF APPROPAIAT 22 46 ENTERED SOUTH JUNE 21, IA N KING AL A SUPERIOR O COURT CAUSE N0. 545600: THENCE WEST ALOE SAID CURVE AND MARGIN GM 48.36: FEET THROUGH A CENTRAL ANGLE LE OF 1 TIERCE SOME 893059' WEST ALONG SAD MARGIN 544100 FEET THENCE HEAVING. SAID MARGYII AT RIGHT. ANGLES SOUTH 00 EAST 215.00 FEET: THENCE AT RIGHT ANGLES NORTH Nr31159' EAST 7.50 FEET: THENCE AT RIGHT ANGLES SOUTH 00 EAST 118.18 FEET: THOLE SOW. 1653 WEST 147.71 FEET: THENCE SOUTH 5x02 WEST 165.37 FEET 10 A IRE WHIM E PARALLEL WITH AND LIES 15 FELT SOUTHWEST OF THE sounwsr 222ir MARGIN OF OLLITARY THENCE SOUTH 3 7 54 EAST ALONG S S A USE 116 OO FEET: ROAD; THENCE SOUIN 26.5859' EAST. 41.94'. FEET TO A LINE WI9CH IS PARALLEL WITH AND LIES 23 FEET SOUTHWEST OF FOE SOUTHWEST P OT-OF -WAY'. WR®L OF OLD MILITARY ROAD; THENCE SOWN : r21 o o S o : . SAID UNE HE N FEET: H ENCE SOUTH 11'21.0 )EST AL FEET 0 H RA MARGIN F of SOUTH 160TH STREET; THE/CE SOUTH EASE ALONG SAID NORTH MARGIN 4334 FEET; ': : THENCE NORM 53 EAST 24.19 FEET: 1 THENCE 11 EAST 17584 FEE, THENCE NORTH 67'0.6 EAST 18355 FEET TD THE BEGINNING OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 220.50 FEE, THENCE EASTERLY ALONG SAID CURVE 95.19 FEET THROUGH A CENTRAL ANGLE OF 24 THENCE SOUTH 801,4Y EAST 45AB FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 144.50 FEE, I. THENCE', EASTERLY. NORDEASTER.Y AND IDRT ERLY ALONG SAID CURVE 232.55 .FEET THROUGH A:CENTRAL ANGLE OF .z.3 sir; THENCE' NORTH 002961' NWT 21893 FEE, THENCE SOUTH 8028'13' EAST. 6689 FEET TO THE SOUTHERLY EXTENSION OF THE WEST UNE OF SAD TRACT 119; THENCE. NOON 01•01 EAST.. AIDND SAID ELQENSIOI. 5.00 FEET TO NTE POINT of BEGINNING. CONEAB oc 419.541 SOME FEET 1/ORE OF LESS SMOTE PI HBO COUNTY, STATE OF WA9RIGTON. PROPERTY ADDIESS: 3610 S. 158,EL STREET iTM7lA. to 98188 :.. 7ROPFTIj DoltE� REALTY ORGAIAA710N (5877 ) WA gOppy (42 p1z� 45 . �. a1 _ CONTACT. MIOMEL AR W PEPSHA MICHAEL ACPERSBAOI 0 ASSOCIATES S �A u5 5 233764 CONTRALTO. SLY PO BOX 6]29 941 98006 �7 SETRACICE FRONT (BUXOM) 200' PROPOSED 2D' RETIRED 1.0. PaoPOSEO PROPOSED RE D six ) . ; . IEaRaa 8F xis 571E MIIC 2CS' PROPOSED : f0' REQUIRED AREA. TOTAL BUILDING S.F. 1OOL ROOR T AREA. r 1274 S.F. TOTAL EI AREA: 414,400 Sr (9.51 ACRES) PAR.. PARTING STALES 1.063 PROPOSER 776 REORAR. 2. 0.PACT. 3 HANDICAP PARTING STALES: 1997 UNIFORM BUM. CODE SHEET .9001 TITLE SHEET SHEET A002 GENERAL NOTES ... SHEET A101 SITE A301 FLOOR PLANS LLAN AND FOUNDATION PLANS SHEET A302 REFLECTED CEILING, ROOF & ROOF FRAMING PLANS SHEET A303 BUILDING ELEVATIONS SHEET .9304 BUILDING & WALL SECTIONS SHEET .9305 PROPANE TANK ENCLOSURE PLANS &ELEVATIONS SHEET A703 DETAILS ELECTRICAL DRAWINGS SHEET EO SYMBOLS & ABBREVIATIONS SHEET. E7 SCHEDULES SHEET E2 ELECTRICAL SITE ' PLAN SHEET E3 ONE UNE & LIGHTING ffi A N S OFFICE BUILDING SHEET E4 POWER & LIGHTING PLANS - OFFICE BUILDING SHEET ES POWER & ' LIGHTING PLANS BUILDING SHEET E6 DETAILS SHEET ES SERVICE ENTRANCE DETAILS CIVIL DRAWINGS Amm 1� COTE OLY OF luau. axes CODE mom RC (IIEOL0NA6 �!U TYPE OF 115E OFF- AEE016 PRAM MUTT : BUILDING IWILDI 24.-8' YAE1F7IAICE BIMEM 8' PROPANE TANX MUDSLIDE 3, MA7IEY REQUIRED OOCMPANCY TOE S3 CaxELBSKO YN g .F IOM P100R 8.000 SF. 1274 S F AII.M OF' FHDOR YEA: 2 STORES/ BARD SF. SEE ATTACHED LANDSCAPE DRAWINGS SEE ATTACHED 0 SEPARATE PERMIT REQUIRED FOR MECHANICAL E( [>f PLUIVISING rat GAS PIPING CITY OF ''TUKWILA BUILDING DIVISION $u,ldA D - Me0s �nec X430 itivl A 004: ' kek ALE ! (;PY I understand that the Plan Cnack approvals OFe subject to errors and °missions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt or con- tractor's copy of approved plans acknooiedged. By /HdXb[.l. Date Permit No. pl�Z -6 Df-3 OFF - AIRPORT PARKING FACILITY GENERAL NOTES: ALL WORK SHALL CONFORM TO THE 1997 EDITION UNIFORM BUILDING CODE & TO ALL APPUCABLE MECHANICAL, ELECTRICAL, AND ENERGY CODES. CONTRACTOR IS RESPONSIBLE TO SEE THAT WORK IN THE FIELD IS DONE IN ACCORDANCE WITH ALL CURRENT APPUCABLE 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 IS STRICTLY PROHIBITED. 3. DRAWINGS SHOULD NOT BE SCALED. (N.T.S. INDICATES NOT TO SCALE "). THE USTED 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 EVENT OF DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS IN THIS PACKAGE, PLEASE NOTIFY ARCHITECT IMMEDIATELY. . ALL DIMENSIONS AND CONDITIONS SHOWN OR IMPLIED ON THE. DRAWINGS AND SPECIFICATIONS AS WELL AS THE EXISTING WORK AND PHYSICAL CONDITIONS OF THE SIT E. IN THE 6., CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR, ALL REQUIRED SAFETY PRECAUTIONS AND THE' 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 UTIUTY ISERVICES 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 WOR 10. THE CONTRACTOR SHALL CLEANUP DEBRIS AND HAUL AWAY ON A CONTINUOUS BASIS, INCLUDING, BUT NOT UNITED 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. ■ c;alvia Jordanlnseodates,'Inc. 1111.11"..PIX 11•111. PaAR•fOn 8C•PS,CHZUCT0115 CONTACT CAL MEAN 1 "4 re. al tnY se a® r: laq.a may ....Era Perteet Engineering, Inc. 10209 Tlddge7t. Way S.W. sm6a al (2E3) 9B 6,90 TIN9149D (�) Q89 -08D5 Casne Engineering, Inc. 116EI66. : 6661 ,WA98005 SE966100 10251454355 DETAIL e TITLE NAME 9 t 3610 SOUTH 158TH STREET TUKWILA WASHINGTON 98188 TUKWILA WASHINGTON PROJECT SITE SIC • SAL a cm p is _ rut% CITY OP rncWLA MAY 1 0 t'n2 pERMTT ONNO. t DRAWING INDEX PROJECT INFORMATION: ARCHITECTURAL DRAWINGS GL1 T.T ...... GT THE . IIET OF T. ...W. ...TER ... .... 2 . .... . . ...E 4 EAST T . , GEMMING AT TIE SOUTHWEST CORNER OF THE TRACT 119 OF SUNNYSIDE GARDENS. DIVISION NO.1 . PER ME PLAT RECORDED IN YOUJ1E . OF NA. ON PAGE 5D, RECORDS OF KING COUIRY; THREE meant Drone' EAST, ALONG T. VEST UNE OF S/JD moo 119 A DISTANCE OF 324.43 FELT TO THE BEGINNING OF A NON-TANGENT OEVE TO TIE WEST HAYNG A RAMS OF 1.4.3.30 FEET AND TO WHICH POINT A RADIAL UNE BEARS SOUTH 2 EAST. SOD POM BENG ON THE SOUTH MARGIN OF SEENNDARY STATE HIGHWAY NO. 1, AS ACQUIRED BY JUDGE.. ND !DECREE OF APPROPRIATION ENTERED JUNE 21,_7960 IN KING COUNlY SUPERIOR COURT CAUSE NO. 545600; THENCE WEST ALONG SRO CURVE AND MARGIN 46.34 FEET THROUGH A CENTRAL ANGLE OF 1.0.22.: ITEICE SOUTH 69 WEST ALONG SAKI MARGIN 5..00 FEET. THENCE LEONE SIN INN. AT RIGHT NINES SOUTH 00 EAST 215.00 FEET; HENCE AS RIM ANGLES NORTH /9•30 EAST 730 FELT; TEM. AT SIGHT MINES SOUIH 00 EAST 118.18 FFET; HENCE SOME 16 NEST 147J1 FEET. THENCE SOUTH 52 wear 1.37 FEET TO A LINE WHICH IS PARALLEL NM AND U. 15 FIEF SOUTHWEST OF THE SOLIME.r 11.147-0E-INS INRGN OF VACATED ND INUTARY ROAD: TIERCE 00000 3757 EAST ALONG SAN LINE 166.00 FEET; THENCE SOU. 26 EAST 41. FEET TO UNE WHICH IS PAR.. WITH AND UES 23 FEET SOU... OF 70 SOIMOVerr inaur-or-wAy musIN OF OLD marudrr ROAN THE. SOUTH 37 EAST AILING SAID UNE ..83 FEET: REHM SOME II WEST 199.21 FEET TO THE OF UTH 160 new= scum /Mine EAST ALONG SAID NORTH MA NORTH MARGIN SO 711 STREET; RGIN 43.34 FEET; THENCE NOMH 53 E.T .19 FEET; THENCE 110PM 11 East 175. FEET; T W I C E N O R T H 6 7 1 0 7 0 r E A S T 1.55 0000 10 THE BEGINNING OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF THENCE EASTERLY ALONG SAN CURVE 95.19 FEET TI1ROUGH A.ENTRAL ANGLE OF 24 DIME SOU. 1. EAST ..413 FEET TO THE BEGINNING OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 11 EAERERLY, NORTHESTERM AND NORTHERLY ALONG MD CURVE 232.G6 FEET THROUGH A CENTRAL ANGLE OF ariere: THENCE SOUTH eamsrir DST ELIE FEET 70 THE SOUTHERLY MENSION OF 711E WEST LINE OF SAID TRACT 119. TEN. NORTH 01 ENT ALONG MD EOENSION 5.0D FEU TO THE POINT OF BEGINNING. CONAN. 005541 SQUARE 000 0000* OF LESS N.A. M EVIG COUNT, STATE OF WASHINGTON. _ T ........ 3610 5 NI p,,,,,,,,, 0.,,E, 9.,...... wiiiiir c.,....7 ,.., IEU.TE. WA 9E009 (425) 45541169 CONTAcr. NCHAEL AFFINMM. MENA. AMENS:NCH & ASSOCIATF5 -° °‚°° -° 0000 ‚° 500- CONTR... LYE PO E. 6729 . W2 -75/5 / LAND_LERSEIR. EI•• cam TORN. RC OEGIONAL CONERCNO 1 77. OF USE. OFF-AEPORT PARKING FACILITY BINDING HEIGHT. 21 ININUJCE BUNN. EF-111 PROPANE TANK ENCLOSURE 35 IMMO REQUITED 0' 20 SETBACKS mow (BURLING) 20 PROPOSED Realms° PROPOSED TO REWIND SrE e ir 1.0. 4 if F.POSED WI REQUIRED NOE OF BLDG)) SW PROPOSED 1. NENNED APEA. ENDRE FOOTPRO. 750 SF. TOTAL FLOOR AREA: 730 S.F. TOTAL LON M.A. 414.400 SF. (951 *0000) PARER. mama STAUS 1,053 PROPO.. 776 REGULAR, 264 calmer. 3 HANDIMP PARKING STALLS: 11. PM,- 1997 UNIFORM MUM CODE SHEET A001 TI TLE SHEET SHEET A002 GENERAL NOTES SHEET A101 SITE PLANS SHEET A201 FLOOR PLAN AND FOUNDATION PLANS SHEET A202 REFLECTED CEIUNG, ROOF & ROOF FRAMING PLANS SHEET A301 BUILDING ELEVATIONS SHEET A302 BUILDING & WALL SECTIONS SHEET A401 PROPANE TANK ENCLOSURE PLANS & ELEVATIONS SHEET A701 DETAILS ELECTRICAL DRAWINGS SHEET ED SYMBOLS & ABBREVIATIONS SHEET Et SCHEDULES SHEET E2 ELECTRICAL SITE PLAN SHEET E3 ONE LINE DIAGRAM & PNL SCHEDULE SHEET E5 POWER & LIGHTING PLANS BUILDING SHEET E6 DETAILS CIVIL DRAWINGS OCCUPANCT M. S3 TEE CV rAINNINTININt NI I 1.12.17075. =ALM NAM.B.ORB ALLMERLF-ELLER.A.A. 2 slaws/ B,C00 s.E. SEE ATTACHED LANDSCAPE DRAWINGS SEE ATTACHED GENERAL NOTES: OFF-AIRPORT 3610 SOUTH 158TH STREET TUKWILA WASHINGTON 98188 1. ALL WORK SHALL CONFORM TO THE UNIFORM BUILDING CODE, CORVENT ADDMON & 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 SPECIFICATfONS. 2. THESE PLANS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CALVIN JORDAN ASSOCIATES !NC. (ARCHITECT). ANY REPRODUCTION, MODIFICATION, DISCLOSURE AND/OR USE OF THESE MATERIALS (OR ANY PORTION THEREOF) WITHOUT THE ARCHITECT'S PRIOR WRITTEN CONSENT IS STRICTLY PROHIBITED. 3. DRAWINGS SHOULD NOT BE SCALED. (N.T.S. INDICATES "NOT TO SCALE"). THE USTED 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. S. 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 IMPUED 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 TO, ALL PAVING AND EXCAVATED SOILS. 1. 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. , L 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 tractor's copy of approved plans acknowledged. By Date trid !E/ - CAL UKWILA SEPARATE PERMIT REQUIRED FOR Ti lt.CHANI ELECTRICA fjPLUMBIN rili,ASPITPIN. G CITY OF BUILDING DIVISION PARKING FACILITY Calvin jordanAseociatate, Inc. .211TCCIIII52 0113.111 PLA.13112 7.11.15D3C11.175 ■551:331226,5511. CORDER CAL JORDAN I I I Perteet I'VIEngineering, Inc. SOO 7-1. 7k1-11.1. 51,01.-M11 Si .5, Ma 1112:5 Sea.•5551... 10202 11•01101 lakewood. TA ,984112 (253) 5112-03(15 717-VIS - e.;4 is.otls vat. stf.T..,nrap. eaw wa atcLuoe DETAIL NUIIEER DETAIL 4 TITLE NAME CALL OUT SCALE 6I-EET MISER DETAIL IS GUT 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 respcmstItlity for the adequa4 of the design rests totally with the designer. Additions, deletions on revisions to these drawings after this date will void dais acceptance and will require a =submittal of revised drawing for subsequent approval. Final acceptance is subject to geld inspection by the Public Works utilities inspector. Date: By: ill Vt. I 0 I Otete^ AREA MAP A-rfrowa -roe, (0,c AI Die t 1-1 - pat) &foi,t1" CnOki TU./. WASHINGTON PROJECT SITE zci't APPROVALS: DATE: DATE: DATE: JAN 0 9 aw 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, FORM WORK AND TEMPORARY CONSTRUCTION SHORING. 1.1 GENERAL CONDITIONS "THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION", AIA DOCUMENT A201 -1997, FIFTEENTH EDITION, 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 SUBCONTRACTORS 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 FEDERAL AND. LOCAL CONDMONS, 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 CF 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: 1.3 CODES — 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. 1.3.1 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 1.3.3 1.3.4 LATERAL LOADS: CONCENTRATED 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 DEAD LOAD ACTUAL ACTUAL ACTUAL 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 FOR PIPES, DUCTS AND MECHANICAL EQUIPMENT SUPPORTED OR BRACED FROM STRUCTURE :' CONFORM TO SHEET METAL INDUSTRY FUND A 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, OUTLINED BELOW. 1.5.1 FOUNDATION INSPECTION BY BUILDING OFFICIAL TO BE MADE AFTER EXCAVATIONS ARE COMPLETE AND FORM WORK 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. 1.5.4.1 CONCRETE STRENGTHS 1.5.4.2 ALL STRUCTURAL WELDING (INCLUDING SPECIAL MOMENT RESISTING FRAMES) 1.5.4.3 REINFORCING PLACEMENT 1.6 SHOP 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 13 MISCELLANEOUS 13.1 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 I.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 RESPONSIBILITY INCLUDES BUT IS NOT UNITED TO JOB SITE 'SAFETY: ERECTION, MEANS, METHODS, AND SEQUENCES; TEMPORARY SHORING, FORM WORK, 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 CENTERUNE 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 GOVERNING AUTHORITY. 1.13 GENERAL CONSTRUCTION .13.1 THE CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, MECHANICAL AND ELECTRICAL ELEMENTS PRIOR TO DRILUNG 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. ABBREVIATIONS AC AIR CONDMONING ACT ACOUSTICAL CEILING TILE ADJ ADJUSTABLE/ADJACENT ALT ALUM AAPP ARCH D CAB ODIC CJ CLG CLOS CCP COL CONC CONST coNT COORD CPT CT DE DIA DIY RN DR DWG EA EJ EL FIEC ELEV ED EXIST FIN FIR FLUOR FOE FT FNC FURN GA GALV GL Owe ALUMINUM ANGLE ANODIZED APPROXIMATELY ARCHITECTURAL AT BLDG BUILDING euxima BM BEAM B[S BUILDING STANDARD earl BASEMENT CABINET CIRCULATION CONTROL JOINT CLEAR OR CLEARANCE CEILING CLOSET CONTRACT CHANGE PROPOSAL COLUMN CONCRETE CONSTRUCTION CONTINUOUS COORDINATE CARPET CERAMIC TILE DETAIL DIAMETER DIMENSION DOWN DOOR DRAWING EnsT EACH EXPANSION JOINT ELEVATION (HEIGHT) ELEVATION (VIEW) EQUAL EXISTING FINISH FLOOR FLUORESCENT FURNISHED DBY OWNER. INSTALLED BY CONTRACTOR FOO /F EET FURNISHED BY TENANT ED BY CONTRACTOR FURNISH FURNISHINGS GAUGE GALVANIZED GLASS GLAZING GYPS WALL BOARD HCW HOLLOW. CORE WOOD HD HARD ,... RDA HOLD DOWN ANCHOR HDW HARDWARE HOR HORIZONTAL HAT HOLLOW METAL HT.. .HEIGHT N HVAC HEATING VENTILATION AND AIR CONDITIONING IN INCH INCAN INCANDESCENT INCL INCLUDE INSUL INSULATION INSTL INSTALLATION JB JUNCTION BOX sr JOINT :. KIT KITCHEN LAY LAMINATE LF LINEAL FEEL LTG LIGHTING MAT MATERIAL MAX MAXIMUM MECH MECHANICAL MED MEDIUM "wiz MEZZANINE MFR (MANUFACTURER MSC MISCHIINMUS MUD MOUNTED YTL. METAL NORTH N/A NOT APPLICABLE NO NUYBER NOM NOMINAL NON MYB NOT COMBUSTIBLE NTS NOT TO SCALE G.E. ON CENTER OPNG OPENING GPO OPPOSITE ORM ORIGINAL PERM PEP. PLWD P -W1 P R PR R REFR REINF REQ'D REV RM RO VCT, VE14 vER yr We WD PERMANEM PERPENDICULAR PLASTIC LAMINATE - PLYWOOD POLISHED PAIR PAINT RADIUS RUBBER BASE REFRIGERATOR REMFORCDIG REMIRLD REVISION ROOM ROUGH OPENING SCHED SEWW SECT sxT SIM SM S STG STL SUSP TU. TEMP O VAR SOUTH CHEWLE WOOD SOLID S B SECTION SHEET SIMILAR SHEER PETAL IDARD STEEL SElS.°END(D TEM TEMPERED T .TYPICAL VARIES VAPOR, BARRIER VINYL COYPOSMON TILE VENEER VERTICAL VENDING MACHINE WEST/WATT/WIDTH WITH WITHOUT WALECOVERING WOOD EC J Q. LV% o Calvin jorIan Associates,' bac. ARCHITECTURE URBAN PL ARMING LANDSCAPE ARCHITEC 15044.. LID BPA./RRD RD BELIERD$. TA 10107 P10 (425) BBS 4807 Ha (2251. B43 2123 TFMAIE Nom RE;FT al CITY OF :➢(li, MAY 1nH PERM' CENTER REVISED PERMIT SET KEY INDEX QUICK PARK OFF- AIRPORT PARKING FACILITY MAINTENANCE BUILDING 3610 £ 158TH STREET TUKWIIA, WASHINGTON GENERAL NOTES DATE' FEB 2002 SCALE AS &IWN DRAPN CONTR9LT .0110 COPYRIGHT 2002 SHEET A002 - - - - - - - I ,ice I x - 10' 158th STREET 1 ! 1 1I1III!I01111 11II 11 ID MAINTENANCE BUILDING SITE OFFICE PAY $O07H CANOPY SITE PAY 600TH CANOPY 26' x 64' PROPERTY LINE SIGN r / ���c�����c���������cp���������������������p��c► ���► ��c�����c�c��p�������1�1�1�1�1�1�1�0�1�1�1�1�1�1�1�1�I�I�C cl cl cl cl c�cl cl cl cl cl cic� cl c�cl c�cl cl cl cl cl cl cl c: cl cl cl cl cl c�cl cl el cic��cl c�cLc cicl cl cl cic l 0 11 Ii1 I!0I!!II I!11 r L elc I 11 'i :(______ \'---- /, // S. 160th STREET Q J ! °I cjc :Oc P 1 DOI 1 36L-1- ENLARGED SITE FLAN 1 "= 10' -0" lll Q at II F NO ` �II ■ Calv ill jars Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NZ EWEN) HD AQ(3P9= HA 93067 i!l 0253 843 .07 `7d (.5) 343 3723 S -Ym'E' 81om- 98498 III= II Hi AM/W02 INCREASE BtAIDINrz Z2..\ SIZE. a, MOVE TANK' !ENCLOSURE 02/18/02 ELIMINATE STAIRS UO2/I8/02 ADD •EI) TANK ENCLosuRE oF Tux,nut MAY 1 0 202 _E=...xrres,3, REVISED PERMIT SET KEY INDEX QUICK PARK OFF - AIRPORT PARKING FACILITY MAINTENANCE BUILDING 3610 S 158714 STREET T11KWMLr WASHINGTON SITE PLANS one FES 2002 4(`Gly A88H091 DRAW 9 coma," ono COPYRIGHT. 2.72 CRS 9 4 94 SHEET A101 DO1NSPOUT EXPANSION JOINT CONCRETE SLAB DOWNSPOUT 440 EXPANSION JONT ROOF OVERHANG FLOOR PLAN SAUICUT X I/5 SLAB THICKNESS - 1Y MN - FILL WITH MASTIC - SAWGUT MUST BE MADE WITHIN 4 TO 12 HOURS AFTER CONC WARDENS - BLADES SHALL NOT BE BLUNT AS TO CAUSE CHIPPING OF COFC I- II _ i_ III J II =t I —II I .' —I . l. —" SLAB REUF ACROSS JOINT TYPICAL CONTROL JOINT / FLOOR DRAM T1A TYPICAL SECTION 34 Al' X 301 1 e nz 14D,1 TYPICAL CONSTRUCTION JOINT N.T.S. JOINT Awe, II- III -iI SR1. 3 DOUNSPOJT 11 ACI MIN CLR + MAX 45 BAR AREA (5'MN TYPICAL ALL CORNER BARS FOUND AT ION FLAN' 48 x BAR AREA OE NW TYPICAL_ SPLICE UNLESS NOTED OTHE5UIISE 34' - IT 3`-0' II-0 en ® FLOOR DRAM MM ISO' HOOK LAP 48 x BAR AREA HORIZ REIFF NOTES TYPICAL ''RE INFORCEM N1 FLACINe DETAIL N.T.S. WALL DETAILS SHOW, FOOTIN5 DETAILS SIMILAR b° PERI11ETER WALL. FOUNDATICTI WITH E SPREAD FOOTNG I) VERTICAL REIFF SHOUN IS ADDITIONAL F NOIRMAL REIFF 15 NOT IN PROPER LOCATION. 2) CORNER BARS ARE SAME SIZE SPACNG AS HORIZONTAL RESFOR(.EI`ENT. 3) 90' HOOKS MAY BE SUBSTITIAED FOR'CORERBARS - SEE NOTE 4 5: 4) 5 AT ALL WALL CORNERS, ENDS, AND INTERSECTIONS SHALL BE FABRICATED AND PLACED' IN ACCORDANCE WITH APPROPRIATE DETAIL 514CII54 USE ACI MIN 9a' HOOK FOR EMEEDFNEIT LESS THAN 48 x BAR AREA PAST FACE OF WALL CONCRETE WALLS SNOILN OIL SEPARATOR MODEL '25 -SA BY UT LITY. VAULT CO; OR EQUAL' Galvin Jordan Associates, Inc. ARCH ITECTOTIE URBAN PLANNING LANDSCAPE ARCHITECTURE 25049 DE EPl/92 EP 9D EELIBPDX TS 98061 Far (425) 643 4061' Ta (4E5) 849 818 E- 'iaceazot Imme l aECavR,.. MAI I I ?i,G[ REVISED PERMIT SET KEY INDEX QUICK PARK OFF - AIRPORT PARKING FACILITY MAINTENANCE BUILDING 3610 S 158TH STREET TUKWILA WASHINGTON FLOOR PLAN & FND: PLAN A (REVISED) DATE DEB 2002 SCALE . DREW IA JG' CONTRACT 0110 COPTRIGBP 2002 CHB INC. ■ P=ROT ERE. SHEET A301 2' SQ SLOPE'. &12 SLOPE J. i 2 / I ( L > F i H 1 1 1. LOCATE FLADERS AT TOP OF WALL CR TCPL4 MEM. AT CONTRACTOR'S OPTION IIJLESS Oi1ffFL11. MDIC .° BT" 13IG6 OR AR;NITECT. FL AN GAS -FIRED RADIANT NEATER TYP. ELEVATION X O 5 AfRING WALL X X r N REFLECTED CEILING 1, 4 u_ T _ 0 " N.T.S. LEGEND l� N. LK LI SURFACE MOUNTED FLUORESCENT 1X4 FIRE ALARM THERMAL DETECTOR SECTION N.TS. I -EEDER 6x10 3 t FI FADER 6x10 1-1F'2 ROOF FLAN OUTRIGGERS e 24° O.C. 1/ II_CI ROOF - FRAM ING FLAN i41_v_011 U m m a z- 3 f 3 Q IL Q� LLa p�G - 6 a TL ■ Calvin Jordan Associates, Inc. ARCH ITECTIISE URBAN PL LANDSCAPE ARCHITECTURE 15046 WC 1165/5221 IDI TEL MOM Foz (425) 643 4667 Tel (4255) 643 W7s DATE FEB 2002 scats +4 °•r - m• DRAW, UJ1 COMACT 0110 comma 2002 CHIC BD 7A RIG. REGISTERED I GARRY D. MOORE ST/. ae 02/18/02 INCREASE .EUU_ DING SIZE, REVISED 1_4-int•ta LAYOUT, ADD Ca'ADPANT NEATENS, REVISE t -FADER SIZES CRY MAY 1 0 2002 PERMIT Lair,, REVISED PERMIT SET KEY INDEX QUICK PARK OFF - AIRPORT PARKING FACILITY MAINTENANCE BUILDING 3610 S. 158TH STREET Tt9KW 1i WASHINGTON REF. CEIL, ROOF & RF. FRAM. PLAN A (REVISED) SHEET A302 ASPHALT SHINGLES, TYP. I' ROOF OVERHANG WOOD SIDING WOOD SHINGLES UIOOD SIDING 11 II LLIII�I !ILIJLJIUI !I IIIIUIiIILL� LIII!! I9IIiL1LLI��I VIII IIi' LL I I 1 i I I LI I L L' I LLLI I I I I I' ' 11 1 1 i I I i' I I I LI LI i J1Ll� I I I 11 I i 1_I I I I I Li! J1111_11J 111111 111111 111111 11Lll1111.111 111111Th I lilll llllll ll_I111 111 L IL ILII ! IUI IUI I I ILL I ill 11LL111 IL 111!! I ILLI I I II I I II I I ILII 111111 H 11 11 HIRE 111 0 11 11 I I! IL IL i ILi 1 1 1 1 l l�l l_ I I I I I IL I I I IL JI�J 111111VIII111JII111111111111 1 11111111I1111111111111IL111 1.11111.1 111.1.1 1 1 1 ILI I L I I I � � ! ILL 1 1! L I l i m i ll !! 1 I d I! I 1 1 1 1 (J 1 LAILILtajtjlialila jl I IL!I 1 i 1LL 1 1L11 1 A I ILI! I I iLil III II 11L 11_ 1 11_1_1_ II LIIIII LIIIU IIHU H !11 HUR 111!11 HL!1 Iiilil 1JIL1H 11ij lilii] 1!HU IIIII1: I I it 1111 I I IL L I ILLI_ I I I 11 I i ILLi � lLL� I ILl I i 1LL !ILL ! 1Li f_ i I L I I If iL i I 1111111H' 1 Ii11it 11IIII U111111111111111LL111J1111111 111111 li1111 lillII J O SOUTH ELEVATION O WEST ELEvATION 1, " = 1' -0D = -0" ii 1'1 1 1 IiIJ! ' ! 1 A 1 I! �I 1111 1j11111 ' 1 I'll d 1 1 Ill 1111 11 LI11 I ! I I ! if 1 i_li1J 1 1 11 ' 1 11 1 1 1 ! 1 11 1 1 I 1 !11111 111!!! i lilll 1 11 I 1 111! it li! II II II 11 1 i1i li it 11 ii 1i 11 i1I 11 111 I 11 ll 1 1 11 ASPHALT SHNVGLES,TYP. GUTTER POUNSPOUTS TO TIGHT LME VENTED RIDGE WOOD - SHINGLES I x 2 CEDAR TRIM 2 x10 CEDAR FASCIA 4° GUTTER 4 DOWNSPOUT WOOD SIDING 1 x 4 CEDAR TRIM 4" SLAB AT DOOR SEE FLOOR PLAN I I ll l l l l� 11_LL � E ►11.�1J E !J LI � Il 1 I LLaJ I I I I � I LI LEI I I_ I I I I I I h�l l I I I� I I I I I L I ! l i I I 111[ LJ ! Ill lJ L�_LI__I_L� f 11L1 I I_LLIJ f U (1► LLJ !�J LLI L11 ILI ICI I I LL�J LLI L_II I I_ 11LI I_L 11-1 l I IL_L f 11 I II ILII_1 ILL III II I ILL I ILII_ I I II I IhLLII II ILI I ILL I ILL I I J ��LJ I Il € Ll I��LL11�L1 J1 I U JJ LJ Cll 1J L_I1 L I L�l LLI LaJ�L1 Lll LU I I I-1 LLI I I-' I L I.1 11J L� LIJl !' Lm LU L1J I IJ I (J I U ullu LIJ 11 I I I i I I L I I I L I I I I I 1 U 1 I f L i11 � II II �CJ LL1L1J II LI �(' LJ L11 it 1 111 I II I II i ILI I ILII I ICI I L II I'IL_ LI .ILL_ I I { I Ili I IL'!_ I fL II I ILL_ ({L(I I I ILLI_i ILLI I ILI i ILII I IL1 I I i� I I Ix 3 CEDAR SUNBURST x 10 CEDAR' NORTH ELEv4TION1 1)C) - it t 1 4 " .1 .- 0 " O GABLE AND TRIM DETAIL 2x6 CEDAR TRIM, TYP NOTE SEE DOOR SCHEDULE IN OFFICE FACILITY, SHEET 4601 n -L a wo X zla a . } 9 u O N O ai wu g : z Pub' r ui N,F Z fY w IT w0 N w� Yn Calvin Jordan Associates, Inc- ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NN S.M. Ni BELE.© &.NA 99017 Pia (425) 543 4507 m (425) 643 3171 9-1531E ereldtectallejet-femcdol 02/0102 INCREASE GUi DINS SIZE, INCREASE DOOR SIZES Den FEB 2002 sceca Y-P-m^ Dem. nu comae= ono COPYE6DS ?OD aFru1cmt , MAY 1 0 2002 REVISED PERMIT SET KEY INDEX QUICK PARK OFF- AIRPORT PARKING FACILITY MAINTENANCE BUILDING 36105 158TH STREET TUKWILA, WASHINGTON BUILDING ELEVATIONS A (REVISED) SHEET A303 l X 7 'sue OVERFEAD GARAGE DOOR Q'xia' C EAD GARAGE DOOR Wx 0 0 y ASPHALT SHINGLES, TYP. I' ROOF OVERHANG WOOD SIDING WOOD SHINGLES UIOOD SIDING 11 II LLIII�I !ILIJLJIUI !I IIIIUIiIILL� LIII!! I9IIiL1LLI��I VIII IIi' LL I I 1 i I I LI I L L' I LLLI I I I I I' ' 11 1 1 i I I i' I I I LI LI i J1Ll� I I I 11 I i 1_I I I I I Li! J1111_11J 111111 111111 111111 11Lll1111.111 111111Th I lilll llllll ll_I111 111 L IL ILII ! IUI IUI I I ILL I ill 11LL111 IL 111!! I ILLI I I II I I II I I ILII 111111 H 11 11 HIRE 111 0 11 11 I I! IL IL i ILi 1 1 1 1 l l�l l_ I I I I I IL I I I IL JI�J 111111VIII111JII111111111111 1 11111111I1111111111111IL111 1.11111.1 111.1.1 1 1 1 ILI I L I I I � � ! ILL 1 1! L I l i m i ll !! 1 I d I! I 1 1 1 1 (J 1 LAILILtajtjlialila jl I IL!I 1 i 1LL 1 1L11 1 A I ILI! I I iLil III II 11L 11_ 1 11_1_1_ II LIIIII LIIIU IIHU H !11 HUR 111!11 HL!1 Iiilil 1JIL1H 11ij lilii] 1!HU IIIII1: I I it 1111 I I IL L I ILLI_ I I I 11 I i ILLi � lLL� I ILl I i 1LL !ILL ! 1Li f_ i I L I I If iL i I 1111111H' 1 Ii11it 11IIII U111111111111111LL111J1111111 111111 li1111 lillII J O SOUTH ELEVATION O WEST ELEvATION 1, " = 1' -0D = -0" ii 1'1 1 1 IiIJ! ' ! 1 A 1 I! �I 1111 1j11111 ' 1 I'll d 1 1 Ill 1111 11 LI11 I ! I I ! if 1 i_li1J 1 1 11 ' 1 11 1 1 1 ! 1 11 1 1 I 1 !11111 111!!! i lilll 1 11 I 1 111! it li! II II II 11 1 i1i li it 11 ii 1i 11 i1I 11 111 I 11 ll 1 1 11 ASPHALT SHNVGLES,TYP. GUTTER POUNSPOUTS TO TIGHT LME VENTED RIDGE WOOD - SHINGLES I x 2 CEDAR TRIM 2 x10 CEDAR FASCIA 4° GUTTER 4 DOWNSPOUT WOOD SIDING 1 x 4 CEDAR TRIM 4" SLAB AT DOOR SEE FLOOR PLAN I I ll l l l l� 11_LL � E ►11.�1J E !J LI � Il 1 I LLaJ I I I I � I LI LEI I I_ I I I I I I h�l l I I I� I I I I I L I ! l i I I 111[ LJ ! Ill lJ L�_LI__I_L� f 11L1 I I_LLIJ f U (1► LLJ !�J LLI L11 ILI ICI I I LL�J LLI L_II I I_ 11LI I_L 11-1 l I IL_L f 11 I II ILII_1 ILL III II I ILL I ILII_ I I II I IhLLII II ILI I ILL I ILL I I J ��LJ I Il € Ll I��LL11�L1 J1 I U JJ LJ Cll 1J L_I1 L I L�l LLI LaJ�L1 Lll LU I I I-1 LLI I I-' I L I.1 11J L� LIJl !' Lm LU L1J I IJ I (J I U ullu LIJ 11 I I I i I I L I I I L I I I I I 1 U 1 I f L i11 � II II �CJ LL1L1J II LI �(' LJ L11 it 1 111 I II I II i ILI I ILII I ICI I L II I'IL_ LI .ILL_ I I { I Ili I IL'!_ I fL II I ILL_ ({L(I I I ILLI_i ILLI I ILI i ILII I IL1 I I i� I I Ix 3 CEDAR SUNBURST x 10 CEDAR' NORTH ELEv4TION1 1)C) - it t 1 4 " .1 .- 0 " O GABLE AND TRIM DETAIL 2x6 CEDAR TRIM, TYP NOTE SEE DOOR SCHEDULE IN OFFICE FACILITY, SHEET 4601 n -L a wo X zla a . } 9 u O N O ai wu g : z Pub' r ui N,F Z fY w IT w0 N w� Yn Calvin Jordan Associates, Inc- ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NN S.M. Ni BELE.© &.NA 99017 Pia (425) 543 4507 m (425) 643 3171 9-1531E ereldtectallejet-femcdol 02/0102 INCREASE GUi DINS SIZE, INCREASE DOOR SIZES Den FEB 2002 sceca Y-P-m^ Dem. nu comae= ono COPYE6DS ?OD aFru1cmt , MAY 1 0 2002 REVISED PERMIT SET KEY INDEX QUICK PARK OFF- AIRPORT PARKING FACILITY MAINTENANCE BUILDING 36105 158TH STREET TUKWILA, WASHINGTON BUILDING ELEVATIONS A (REVISED) SHEET A303 J11 111111 111111 UM ii 1X11 =11 I1 III III LIII I! III Lill LI L1.IJ M11 I1 111 11 1 1111 11 I i l i l l I I L'LI LII I l l i i l I l I I! 11 11 11 l i l l l l 1 1 1 l] J I I I MI l i ILJIljI1 11 11llillLU1111111111 !1111111111111111 1 11111111111 LI H11 U II U 11 Ii 1 i Iu ' �! 1 L I,i 11 II I H,l1,ii 2,1.1 H Ii II1,1.1' HI) . ii H II ! I I,iul I I I ,mm t 1 41S •1 t.2 ,+.- I +. • : 4t E ,, 201M9 ,. 11. Y. %. X0.40,10A!'s4MNICAYh19MW � 11 II 11 11 ... 11 EL. 334.00 }11 311134} 222141 1211iWitiMML? 2VTiL3.+! 33fST. T. @Nrattd.B.eNZUM'.i022:.2:1 MT112214LL.'StMiti.:f. nL(..i..d..ha}... fih....6h..! A . .!.V.!dd.!d.: 4x PLYWOOD TO 8' -0" ASPHALT. SHINGLE ROOFING 15 FELT • tea' PLYWOOD ROOF SHEATHING CEDAR FASCIA ' PL OS -0 \�ir3 r�.� i�_.�s .l� r1r l . 12"' TIN.' i 2.-0" 1 = 11 1=__i 1 1 I— I II 111 1 11-1 l I 1 1' 1 11' , 111-11'1 111 111 1I O SECTION A=A 1, =l , -0 D O SECTION B —B I/4, 11 =1' -011 TIGHT LINE TO STORM DRAIN won sipu T • PLYWOOD SHEATHING 2 x 6° WOOD STUD WALL DOMNSPOUT TO TIGH•LnE 6• CONCRETE SLAB 2" RIGID INSULATION EXPANSION JOINT 4" MIN. ROCK 4 6 MIL V. TIGHT LINE TO STORM DRAIN FOUNDATION DRAIN 12 ". CONC,:=1t FOUNDATION AND FOOTING WIT-I N04 BAR IS "OG. MIN. N WALL I1= II. II ?Qr 1 E M V ' WALL SECTION 111 = ,1_011 i ■ Calvin Jordan Associate Inc- ARCHITECTURE URBAN PLANNNI1NG LANDSCAPE ARCHITECTURE > 1504g RE )ice R Y 00007 (425) 043 4867 Tel (425}' 3223 Pr7faiE 02/18/02 INCREASE BUILDING SIZE, THICKEN SLAB. ADD INSULATION AND INTERIOR PLYWOOD r CITY Of full, ILA MAY 1 0 207 T.3'2A11T 03 REVISED PERMIT SET KEY INDEX QUICK PARK OFF- AIRPORT PARKING FACILITY MAINTENANCE BUILDING 3610 5 158TH STREET TUKWILA, WASHINGTON BUILDING & WALL SECTIONS A (REVISED) DATE FEB 2002 SCALE 51.10 01 DRAWN 110 coNnucr commix 2002 SHEET A304 PROFANE TANK ENCLOSURE FLAN NORTI ELEVATION EAST ' ELEVATION SOUTH ELEVATION UJEST ELEVATION 1 44 n_1,_0" '/4 8' -O" HIGH CHAIN LINK FENCE WITH SLATS GATE S'-0 HIGH CHAIN FENCE. WIT -I SLATS' 8 -0° HIGH CHAIN LIHHC FENCE WITH SLATS l 02AS/02 MOVE. TANK AND ENCLOSURE • Calvin Jordan Associates: Inc. ARCHITECTURE URBAN PLANA INN LANDSCAPE ARCHITECTURE 15049 HZ 23E,HED RD HEMEZIGE TA 98007 Fez (425) 543 48DH Tel 643 3123 g -j531e -mccem 4°^;d aFl OPFJX4VILe MA 1 0 2G07 PaMIT Mtg., REVISED PERMIT SET KEY INDEX QUICK PARK OFF - AIRPORT PARKING FACILITY MAINTENANCE BUILDING 3610'S 158TH STREET TUKWILA, WASHINGTON PROPANE TANK ENCLOSURE A (REVISED) DRAIN nu antrum ono COPYRIGHT 2002 CHIC ao WA INC SHEET A305 GROOVED CABLE DRUM N LIVE SHAFT HANGERS BY ERECTOR 2" TAPERED TRACK CONTINUOUS ANGLE MOUNTING 6X4 CEDAR WOOD TRIM SEALANT 2 x6 STUD WALL IV WOOD SIDING ETA IL CORNER TRIM V2" RADIUS TOOLED EDGES III 1 I I LI L- -III III —III I I r-111=111=111=111=111=111=111=-11,1=1 NOTE: PROVIDE EXPANSION JOINTS • I5' -0" c.c. 4 CONTROL JOINTS • 5' -0" O.c. SAWCUT OR JOINT W/ JOINT FILLER AND SEALANT • EXPOSED AREAS 4" CONC. WALK SLOPE PER PLAN, STIFF BROOM FINISH TOP OF FINISHED GRADE CRUSHED ROCK BASE 1 :I moo 0-410 IWO SFR JAMB XTERIOR DOOR JAMS /DEAD WOOD SIDING V2 PLYWOOD HEAD CEDAR 54NG1.E5 FLASHNG 5/4• x I0• CEDAR TRIM O CONTOL JOINT YPICAL 2 "_ 1 :_ 0 " DE -FN -03 2 x6 WOOD EXTERIOR WALL CCNSTRUCTICI4 FLASHING I- FENDER 2 - 2 x 6 FF*2 W/ PLYWOOD FILLER, TYP. �� 1x4 CEDAR TRIM `I I SEALANT, TYP_ ALONG 'EACH EDGE, TYP. � :� �� 2 PC. HEADER (UNA.) \� .. v," PLYWOOD z• � n y 31 1 1 7 viIri "wwilew.. v.... GANLE END RIM DETAIL DE -WA -01 3 "_ 1 , _ 0 " DE -DR -06 1,, DE -WA -04 XFANS ION JOINT (TYPICAL) 1 /2" EXPANSION JOINT PETAL. THRESHOLD, PEII(O 7005DS SET. N MASTIC SEALANT NO.10 x I Vi FLAWS, PHILLIPS (FACTORT PROVIDED) THRESHOLD ETA IL I x 8 WOOD Ix4 NCL °SURE LOLL RIM e RECYCL ING STUD WALL 1 /2" PLYWOOD V2" WOOD 5IDNG 1 " =P -e" DE -R4 -22 n 2u wF 3 Q 01 W o ~U ■ a I-FALF 0.j AMB DETAIL 3 " =P I 0" OVER AD GARAGE 3/4" =1' -e" DE DR 04 GARAGE D OOR DE-DR-05 • OOR DE-DR -01 z'v QO LL A S H g c, pf uVYiISA a j 0 pUG _ 62162 iZ LSD p5��ti3t H -p Z 6 3 1 0" DE -WA -O' 46A . _iirn �'. 1=1! �i l f= ill =i7 ��� TI�IIE IIEIE�IE; 1�1 �II�IIIII 1 E 11 E 11 E=11 E 11. • cl l I 1 E111 =111 —I I 1 = 11 E7I Ea I E I E; 6 ir II EIEC II 1E1 -1E 11 e flI III— IIL =1I�II lE IlE II�IIE; . � a 1 1 = 1 VIII- 111 .I I E=1 I EEl l E=1 Ii 'Ell I 11=1 I EI I I — II�II�IIE; L IIL -IIE III IIE1-=' 1 I E 11 E=11 11E11 , 111 =11 IIEI;= If=1II 1 Y GRADUATED NICE ENCE 2• BRACKET. MOWED CUT, NO LAP, BT RAYNOR GARAGE DOORS 1".1' -0 DE -FN -04 WOOD TRIM 2x6 S11ID. SEALANT Vt WOOD SIDING BRACKET MOUNTING HORQGNTAL REUrFORCNG ANGLE ABOVE (DROOF RAKE DETAIL v..1' -0" D E - -01 VENTED RIDGE ETA IL WOOD STUD ECYL ING LJ ALL 3 j4 " =1' -0" DE- RF -02 iz W w u u §i f OC 3 ,LL Iv2 " =1 0' c'"- DE-WA -� Nz i ■ Calvin Jordan Associate Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE. ARCHITECTURE 75049 HE EIMMID m HH TA 981107 Fax (425) 693'4007 Tel WO 043 3123 11-1552 omeana MAY 1. C, Pau, REVISED PERMIT SET KEY INDEX QUICK PARK OFF- AIRPORT PARKING FACILITY MAINTENANCE BUILDING 3610 S 158TH STREET TUICWIL4, WASHINGTON Dane FEB 2002 SCALE AS 6110. DRAIN Hl CONDUCT 0110 COPYRIGHT. 2002 CHIC C DETAILSI SHEET A703 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 & TB LAMPS (3) 32W TS SPX35 89 LITHONIA 2SPG- 332- FW -Al2- 120 -GEB (EL) RECESSED • INDICATES FIXTURE WITH BATTERY PACK (EL) 120 F2 ROUND RECESSED DOWNUGHT WITH COMPACT FLUORESCENT LAMP (1) 26W CFL 30 LITHONIA LP6F- 2600T- 120 -HPF RECESSED 120 F3 2 -FT. WALL- MOUNTED VANITY LUMINAIRE, WITH BALLAST & T8 LAMPS (2) 20W SPX35 44 LITHONIA WP- 220 -DO- 120 -GEB WALL VERIFY MOUNTING HEIGHT 120 1O I 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) • INDICATES FIXTURE WITH BATTERY PACK (EL) 120 F5 EXTERIOR H.I.D. WALL PACK 1 -50W 65 LITHONIA TWA -50- 120 -DF- CRT -DBL WALL 120 I O I F6 LONG 2 .LAMP INDUSTRIAL FLUORESCENT FIXTURE WITH 48" 8% UPLIGHT AND ELECTRONIC BALLAST (2) 38W 72 LITHONIA LA- 248 -120 -GEB SURFACE ,., .. I 120 I 0 x :*: F7 METAL HALIDE PARKING LOT LIGHT (1) 350W 400 LITHONIA #KVF350M- SYMFL- 240 -SP09- SCWA -DBB, OR EQUAL POLE PULSE START, TYPE V. DISTRIBUTION, FLAT LENS, 2 FIXTURES PER 39' POLE 240 �� F9 METAL HALIDE CANOPY LIGHT (1) 175W 200 KIM LIGHTING WD14D3/175MH12O/DB P WALL TYPE III ,DISTRIBUTION, FORWARD THROW INDICATED BY ARROW DIRECTION 120 -0- F10 PORCELAIN LAMP SOCKET WITH PULL CHAIN (1) 60W 60 LITHONIA VR3C -100M- 120- QRS -LP1 SURFACE PULL CHAIN 120. WIRING DEVICE LEGEND DUPLEX RECEPTACLE: 125V, 20A, 18" A.F.F., U.O.N. DOUBLE DUPLEX RECEPTACLES: 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 RECESSED FLOOR DUPLEX RECEPTACLE RECESSED FLOOR DOUBLE DUPLEX RECEPTACLE I� PUSHBUTTON BUZZER LID BELL POWER TYPE PLUG STRIP, LENGTH APPROXIMATELY AS SHOWN POWER /TELECOM TYPE PLUG STRIP, LENGTH APPROXIMATELY AS SHOWN $ SINGLE POLE SWITCH DUAL LEVEL SWITCH $3 THREE WAY SWITCH $4 FOUR WAY SWITCH $0 DIMMER SWITCH $K KEY OPERATED SWITCH $MC MOMENTARY CONTACT SWITCH $P PILOT LIGHT SWITCH $T SPRING WOUND. TIMER SWITCH PHOTOCELL 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 A 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 I _n TELEVISION CIRCUIT WALL OUTLET. STUB 3/4" C_0_ 1 � INTO ACCESSIBLE CEILING SPACE TO THERMOSTAT OUTLET - BACK BOX ONLY. COORD WITH DIV_ 15 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 E9; XX DENOTES DEVICE I.D. J -BOX FOR SECURITY SYSTEM DEVICE (PROVIDED BY OTHERS), SEE SCHEMATIC DIAGRAM SHEET E10. XX DENOTES DEVICE I.D. COURTESY PHONE BY OTHERS. SEE SHEET E10 FOR COURTESY PHONE RISER DIAGRAM. FIRE ALARM LEGEND Q COMBINATION ALARM HORN CANDELA AS NOTED II �� IIC�II STROBE /HORN (15/75 MIN. IF NOT SHOWN) / a- 100 FIRE ALARM WALL MOUNTED STROBE, CANDELA AS NOTED (15/75 MIN.'. IF NOT SHOWN) Q FIRE ALARM PULL SWITCH' Q FIRE ALARM THERMAL DETECTOR �5 FIRE ALARM SMOKE SENSOR ABBREVIATIONS AFF AIC ATS BP C. CB CCTV CO COMM CPLC DP FAAP FACP FATC F.C.I.O. F.OJ.C. G GFI GFP GND GRS HTR If IG J -BOX OR JB LCP LTG MCA MCC MDP MLO MOP MTD MIJ NIC N.T.S. OC OD OH PM PNL RECEPT SB, SWBD SD SG SW TEL TJB TYP TVSS U.O.N. UG VD VFD WCR WP XFMR 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 AMPACTIY MOTOR CONTROL CENTER MAIN .DISTRIBUTION PANEL MAIN LUGS ONLY MAXIMUM OVERCURRENT 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 SWITCHGEAR 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 CIRCUIT BREAKER. NUMBER OF POLES, FRAME AND TRIP RATINGS AS INDICATED SWITCH, NUMBER OF POLES AND RATING AS INDICATED TRANSFORMER, SIZE AS INDICATED. PRIMARY, SECONDARY AND CONDUCTOR SIZES AS INDICATED ON TRANSFORMER SCHEDULE " AUTOMATIC TRANSFER SWITCH ELECTRIC MOTOR MOTOR RATED SWITCH WITH THERMAL OVERLOAD PROTECTION DISCONNECT SWITCH WITHOUT FUSE SIZE AS INDICATED. x"--160 /40 DISCONNECT SWITCH WITH FUSE(S). SIZES AS INDICATED. COMBINATION STARTER WITH SWITCH, FUSE(S), CONTACTOR AND � 1 THERMAL OVERLOAD PROTECTION. -SIZES AS INDICATED JUNCTION BOX, CEILING MOUNTED JUNCTION BOX, '.. WALL MOUNTED JUNCTION BOX,, FLOOR BOX CONDUIT I CONCEALED IN WALLS OR CEILING CONDUIT UNDER FLOOR, IN FLOOR' SLAB, OR UNDERGROUND SEE DETAIL 'I, SHEET E6 CONDUIT TO' BE REMOVED — CONDUIT EXISTING TO REMAIN STORM DRAIN PIPE -X —X- SECURITY SYSTEM WIRE, SECURED TO FENCE a CONDUIT UP CONDUIT DOWN ' CONDUIT CAPPED SHUNT TRIP PUSHBUTTON OR KEY - SWITCH TRANSFORMER FLUSH MOUNTED PANELBOARD SURFACE MOUNTED PANELBOARD TERMINAL CABINET ® DISTRIBUTION. PANELBOARD /SWITCHBOARD /MCC 0 KILOWATT -HOUR DEMAND METER (DIAGRAM SYMBOL) KILOWATT -HOUR DEMAND METER (PLAN SYMBOL) GROUNDING ELECTRODE; SIZE, TYPE AND INSTALLATION PER NEC 250 SEE DETAIL 3, SHEET E8 1 4e WIRING DEVICE SUBSCRIPT LEGEND cE C CEGFI 4 @t IG erWP 6 OIG = ABOVE COUNTER, +6" ABOVE BACKSPLASH CEILING MOUNTED GFI = GROUND FAULT CIRCUIT INTERRUPTER IG = ISOLATED GROUND = WEATHERPROOF LOWER CASE LETTER' INDICATES SWITCH CONTROL _ NUMBER INDICATES CIRCUIT' IG ISOLTED GROUND (ONE OF DOUBLE DUPLEX) = LOWER CASE LETTER INDICATES SWITCH CONTROL GENERAL LEGEND ( 300G CIRCUIT RATING, SEE' SCHEDULE A AVAILABLE FAULT CURRENT FLAG NOTE #X: 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 F1(PB7 -2a LIGHTING FIXTURE, TYPICAL "F1" INDICATES TYPE PER FIXTURE SCHEDULE. "PB1" INDICATES' POWER SOURCE. "2" INDICATES' CIRCUIT NUMBER. "a" INDICATES'' SWITCHING.. PB1 -4 RECEPTACLE,, TYPICAL "PB1" INDICATES POWER' SOURCE. "4" INDICATES'. CIRCUIT NUMBER:' EQUIPMENT HOMERUN, TYPICAL "PB1" INDICATES OR POWER' SOURCE. PB1 -6 "6" INDICATES CIRCUIT NUMBER.' DRAWING LIST E -D E -1 E -2 E -3 E -4 E -5 E -6 r F =7 E 8 POWER, LIGHTING, & SPECLALLSYS SERVICE ENTRANCE .DETAILS REVENUE SYSTEM DETAILS SECURITY SYSTEM DETAILS E,9 E -10 SYMBOLS AND ABBREVIATIONS SCHEDULES SITE PLAN ONE LINE DIAGRAM &' PANEL SCHEDULES LIGHTING, & SPECIAL SYS TEMS PLANS - OFFICE POWER. LIGHTING. & SPECIAL SYS TEMS PLANS - MAINTENANCE DETAILS TEIS PLANS CANOPY v i. GENERAL NOTES 1. 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 QUANTITY AND CIRCUITING ONLY. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND CEIUNG TYPES. 4. AU. 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, #12G 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 DERATING REQUIRED PER NEC SECTION 310- 15(B). CONDUCTOR AMPACITIES SHALL BE TAKEN FROM THE 60'C COLUMN OF NEC TABLE 310 -16. ALL EQUIPMENT SHOWN IN BOLD. IS TO BE PROVIDED AND INSTALLED BY CONTRACTOR UNLESS OTHERWISE NOTED. 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. 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 OWLET TO TER. [:>- PROVIDE POLES WITH FACTORY CUT HOLES TO ALLOW SECURITY CAMERA POWER AND COMMUNICATION CONDUCTORS TO EXIT THE POLE ' CONSTRUCTION DOCUMENT' IEXPIRES 4/13/02 43 trial jordau Associates, bc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 16849 BINANID ED 131.39111E WA 98004 4,5 (425). 843 4RDT Tel (425) 643 3123 E- eecare DAIS WOV02 scA1s ww DRAIN 4Pir. CONTRACT 0111016 BPYRIONT. 2001 CI8 SAT CIA NC CASNE ENGINEERING, INC. 355 118111 AVE SE METE 100 8E11E11E, WA 98005 (425) 454 -3555 a M011®tt, OF NEE75 0—E10 z/4s/oz RECEIVE a[vaE� r�.v2.+ MAY 10 ZOO ?UNE CEVTER KEY INDEX QUIK PARK OFF - AIRPORT PARKING FACILITY S 160th & OLD MILITARY RD. TUKWILA, WASHINGTON SYMBOLS & ,3REVIATIONS AZ . G7 ° 9Y0 j - a SHEET EQ I I i 1 EQUIPMENT CONNECTION SCHEDULE DESIGNATION HP FLA KW TOTAL KVA VOLT PH POWER SOURCE MCA MOP CONNECTION TYPE BRAN H CIRCUIT PROTECTION BRANCH CIRCUIT SWITCH FUSE CWR (SEE NOTE -1) REMARKS CDU -1 - - -- 4 . 3 240 1 P -30,32 18 30 DS 30 300 30 - EC NEMA 3R, a OUTSIDE AH -1 - - - 4.8 240 1 P -31,33 20.1 30 DS 30 300 30 EC ATTIC, SPACE <1 WALL HEATER - - 0.5 0.5 120 1 PB -11 4.2 20 - 20 200 - - EC DUCT HEATER - - 2.0 2.0 240 1 PB -13 16.7 25 - 25 25G - EC a1 RADIANT HEATERS - - 0.4 0.4 120 1 M -9 - - - 20 200 - - EC : A NOTE -1 CONTROL WIR'NG AND CONDUIT RESPONSIBILITY: EC= ELECTRICAL CONTRACTOR; MC= MECHANICAL CONTRACTOR TRANSFORMER FEEDER CONFIGURATION KEY TRANSFORMER IDENTIFICATION PREFIX FEEDER CONFIGURATION PRIMARY '. SECONDARY T 3 PHASE CONDUCTORS ! ',3 CONDUIT GROUND (CIRCUIT SUBSCRIPT: NONE) PHASE CONDUCTORS 1 NEUTRAL CONDUCTOR CONDUIT'' GROUND (CIRCUIT'. SUBSCRIPT::: N) TG 3 PHASE CONDUCTORS 1 GROUNDING CONDUCTOR (CIRCUIT SUBSCRIPT: G) 3 PHASE CONDUCTORS 1 NEUTRAL ' CONDUCTOR 1 GROUNDING CONDUCTOR (CIRCUIT SUBSCRIPT: NG) TGI 3 PHASE CONDUCTORS 1 GROUNDING CONDUCTOR (CIRCUIT SUBSCRIPT: ' G) 3 PHASE CONDUCTORS 1 NEUTRAL ' 1 GROUNDING CONDUCTOR 1 ISOLATED GROUNDING CONDUCTOR ,(CIRCUIT SUBSCRIPT NGI) TNNG 3 PHASE CONDUCTORS 1 GROUNDING CONDUCTOR (CIRCUIT SUBSCRIPT: G) 3 PHASE CONDUCTORS 2 NEUTRAL CONDUCTOR 1 GROUNDING CONDUCTOR (CIRCUIT SUBSCRIPT: NNG) TNNGI 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) WIRING SCHEDULE CIRCUIT RATING 15 20 30 40 50 60 70 80 90 100 110 125 150 175 200 225 250 300 350 400 450 600 700 800 1000 1200 1600 2000 2500 3000 CONDUIT NONE 3/4" 3/4" 3/4" 3/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/2" 1 -1/2" 2 -1 /2" 2-1/2" 2 x 2" 2 x 2 -1/2" 500 2 x 2 -1/2" 2 x 2 -1/2" 2 x 3" 3 x 2.5" 3 x 3" 4 x 2.5" 5 x 3" 6 x 3 -1/2" 7 x 3 -1/2" 8 x 3 -1/2" 3/4" 3/4" 3/4" 3/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/2" 1 -1/2" 1 -1/2" 2,1/2" 2-1/2" 3 -1/2" 2 x 2" 2 x 2 -1/2" 2 x 2 -1/2" 2 x 3" 2 x 3 -1/2" 3x3" 3 x 3" 4 x 3" 5 x 3" 6 x 3 -1/2" 7 x 3 -1/2" 8 x 3 -1/2" 3/4" 3/4" 3/4" 3/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1-1/2" 1 -1/2" 1 -1/2" 2" 2" 2 -1/2" 2 -1/2" 3" 3 -1/2" 2 x 2" 2 x 2 -1/2" 2 x 2 -1/2" 2 x 3 2 x 3 -1/2" 3 x 3" 3x3" 4x3" 5 x 3" 6 x 3 -1/2" 7 x 3 -1/2" 8 x 3 -1/2" NG 3/4" 3/4" 3/4 1" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/2" 1 -1/2" 2" 2" 2" 2 " 2 -1/2" 2 -1/2" 3" 3 -1/2" 2 x 2 -1/2" 2 x 2 -1/2" 2x 3" 7 x 4" 8 x 4" NGI 3/4 3/4" 3/4" 1" 1 -1/4" 1 -1/2 1 -1/2" 2 2 2" 2" 2" 2 -1/2 2 -1/2" 2 -1/2" 3" 3" 3 -1/2' 4" 2 x 2 -1/2 2 x 3 2 x 3" 2x3 -1/2" 2x3 -1/2" 2x4" 2x4" 3 x 3" 3 x 3 -1/2" 3x3 -1/2" 3x4" 4x3 -1/2" 4x3 -1/2 6x4" 6x4" 7 x 4" 8x4" NNG 3/4" 3/4" 3/4" 1" 1 -1/4" 1 -1/2" 1 -1/2" 2" 2" 2 2" 2" 2 -1/2" 2 -1/2" 2 -1/2" 3" 3 -1/2" 4" 2x2 -1/2" 2x 3 ° 2 x 3" 5x3 -1/2" 5x 2x3 -1/2" 2 x4" 3 x 3 -1/2" 3 x 4" 4 x 3 -1/2" 5 x 4" 6x 4 ° 7x 4" 8 x 4" NNGI 3/4" 3/4 3/4" 1 -1/4" 1 -1/2" 1 -1/2" 2" 2 ° 2-1/2" 2-1/2" 2 -1/2" 2-1/2" 2 -1/2 3 -1/2" 4" 5" 2x 3" 2 x 3' 2 x 3 -1/2" 2 x 4" 2x5" 3 x 3 -1/2" 3x 4" 4x 4" 5 x4" 6x5" 7 x 4" 8x4" CONDUCTORS.., PHASE/ NEUTRAL 12 12 10 8 6 4 4 2 2 1/0 2/0 3/0 4/0 250 350 500 3/0 4/0 250 350 500 300 400 500 500 500 GROUND/ IG 12 12 10 10 10 10 8 8 8 8 6 6 6 6 6 4 4 2 2 2 I/O 1/0 400 350 2/0 3/0 4/0 250 350 400 CIRCUIT IDENTIFICATION KEY SUBSCRIPT NONE G NG NGI NNG NNGI CONDUCTORS PER CONDUIT PHASE CONDUCTORS, CONDUIT GROUND PHASE CONDUCTORS, 1 NEUTRAL CONDUCTOR, CONDUIT GROUND PHASE CONDUCTORS, 1 GROUNDING CONDUCTOR PHASE CONDUCTORS, 1 NEUTRAL CONDUCTOR, 1 GROUNDING CONDUCTOR PHASE CONDUCTORS, 1 NEUTRAL CONDUCTOR, 1 GROUNDING CONDUCTOR, 1 ISOLATED GROUNDING CONDUCTOR PHASE CONDUCTORS, 2 NEUTRAL CONDUCTORS, 1 GROUNDING CONDUCTOR PHASE CONDUCTORS, 2 NEUTRAL CONDUCTORS, 1 GROUNDING CONDUCTOR, 1 ISOLATED GROUNDING CONDUCTOR FLAG NOTES CONFIRM DISCONNECT SWITCH REQUIREMENTS WITH UNIT SUBMITTAL PRIOR TO ORDERING. MECHANICAL TRANSFORMER SCHEDULE KVA 3 6 15 30 45 75 112 -1/2 150 225 300 500 750 CIRCUIT AMPACIT PRIMARY 480V, 3- PHASE, 3 -WIRE 15 15 15 20 50 70 110 175 225 350 400 700 1200 SECONDARY 208/120V 3'- PHASE, 4 -WIRE 15 20 30 50 100 150 225 400 500 800 1000 1600 GROUNDING ELECTRODE CONDUCTOR 1/2 "C -1 #8. 1/2 "C -1 #8 1/2 "C -1 #8 1/2 "C -1 #8 1/2 "C -1 #6 1/2 "C -1 #6 1/2"C-1#2 3/4 "C -1 #3/0 3/4 "C -1 #3/0 3/4 "C -1 #3/0 3/4 "C -i #3/0 3/4 "C -1 #3/0 3/4 "C- 1 #3/0 CONNECTION TYPES LEGEND 0 SINGLE POINT CONNECTION 4 I L_J 0 DISCONNECT SWITCH I I L - J FUSED. DISCONNECT SWITCH • I L_1 1? I T / COMBINATION' MOTOR STARTER (SEE MOTOR CONNECTION SCHEDULES) - b' c MANUAL MOTOR SWITCH / NOTE:'.. EQUIPMENT SHOWN IN BOLD IS TO BE PROVIDED AND INSTALLED BY CONTRACTOR UNLESS OTHERWISE NOTED. MOTOR CONNECTION SCHEDULE (MCS) - 480V, 3 -PH HP 1/2 3/4 1 -1/2 2 7 -1/2 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 35A 50A 70A 70A 100A 100A 1OOA 125A 150A 200A 300A 3004 400A MOTOR CIRCUIT 200 200 200 20G 20G 20G 200 20G 300 40G 500 50G 70G 90G 1OOG 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 1004 100A 150A 175A 2004 250A 350A STARTER SIZE (NEMA) 2 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-1 THERMAL MAGNEITC' BREAKER TRIP RATING. NOTET2 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 1/2 304 30A 3/4 1-1/2 2 7H1/2 15 20 25 30 40 60 75 MOTOR FEEDER SHORT CIRCUIT AND GROUND FAULT PROTECTION (SEE NOTE-1) 15A 154 20A 35A 504 200A 400A 4004 4004 MOTOR CIRCUIT 200 20G 200 20G 20G 30G 40G 600 125G 200G 225G 300G SWITCH 30A 30A 304 304 30A 604 60A 1004 200A 200A 200A 400A 400A MOTOR BRANCH CIRCUIT SHORT CIRCUIT AND GROUND FAULT PROTECTION (SEE NOTE-2) 3.5A 5A 6.25 254 404 50A STARTER SIZE 2 250A 4 2004 4 300A 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-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. DOCUMENT I EXPIRES 4/13/02 I Calvin Jordan Associate* Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15040 INVEN 55EINTEN. VA 03007 ITEDE (425) A43 4007 Tel (425) 843 3123 13-163M arebejaaeceeom CASNE ENGINEERING, 355 1181Ft AVE. SWIE WO 13U1E141E. WA 58005 (425) 454—.3555 DATE 5101/02 SCALE WA DRAIN ar/EKK CoNTRACT 0111-045 COPYRIGHT 2001 CNN MT CIA. INC. MAY 1 2G KEY INDEX QUIK PARK PARKING FACILITY S 160th & OLD MILITARY RD. TUKWILA, WASHINGTON SCHEDULES SHEET El a 3 • 8 FREE—STANDING SIGN P-27,29 'MAINTENANCE ,BUILDING E2 1 2.1.'•• 20 40 80 COORDINATE TRENCHING WITH IRRIGATION PLANS (L6) AND IRRIGATION CONTRACTOR. COORDINATE TRENCHING WITH LANDSCAPE PLANS. DO NOT ROUTE CONDUIT UNDERNEATH TREES. z /\'‘ SENERAL NOTES 1. CONTACT INFORMATION: AT&T: CRAIG RALSTON (253) 437-6895 (OFF), (206) 423-7794 (CELL) CITY OF TUKWILA: DAVE Mc PHERSON (206) 433-0179 QWEST: RICHARD CLARY (206) 345-4476 SEATTLE CRY LIGHT: ANN ALBERTSON (206) 386-4274 COORDINATE UNDERGROUND, CONDUIT INSTALLATION WITH CIVIL DRAWINGS AND OTHER UNDERGROUND UTILITIES SUCH AS STORM DRAINS. SEE GENERAL NOTE 6, SHEET ED FOR DERATING MULTIPLE CONDUCTORS IN ONE CONDUIT. 4. SEE DETAIL 1, SHEET E6 FOR CONDUIT INSTALLATION. FLAG NOTES [i>:- 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. E:::: SEE AND COORDINATE WITH CASNE ENGINEERING DRAWINGS UG—E1 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 I EXPIRES 4/13/o2 I 1 1 1 Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15(149 NB RNA= RD MEW= WA 90007 Paz (425) 1343 4(937 741 (.5) e43 0123 .L79 CASNE ENGINEERING, , INC. 355 11801 AVE 5E. SW E 100 BELLEW.1&. WA 98005 (425) 454-3555 DAlt /0V02 scam 1 DRAWN J.79279. comitcr mu - 016 COPYRIGHT 2001 citx sm CD. MG AVON OF CON HAI , A 2 X / i / e1 : :c sEcamartivs COXES IIIMI■11111•11=1■11 OF i!tAY I t) KEY INDEX QUIK PARK OFF—AIRPORT PARKING FACILITY S 160th & OLD MILITARY RD. TUKWILA, WASHINGTON NNIEN■11•11111■1■I SITE PLAN , 4,0 ,0W4 ' & , 0 , 14, SHEET E2 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 SUNRISE 1 RECEPT LUNCH BRKRM 20 1080 1556 SUNRISE 20 1 LIGHTING BLDG -INT 2 5 C 'T MISC 0:;Y ATIMMIPTYLll POS WIN HTR FQ �E 1 500 90D EIMIIEJAI _ Y� LIGHTING BLDG -EXT 4 ASTRONOMICAL CLOCK • 1 - �I SPARE 1200 17 SPARE SPA E - 8 9 MISC VENDING WJA1■11M1111.1:01111W7Allia101111611119111111111111M1 1 800 I - 1080 1800 SPARE IF SPA E - 10 11 13 SPARE - RECEPT OFF 104 105 15 17 9 RECEPT OFF ;106 RECEPT IG S 25 20 •;; +1600 540 1600 LID TING PKG LOT 16 LIGHTING CKT 16 P2 8 MECH GARB DISP 20 1 �a 600 1200 U LIGHTING PKG LOT 20 21 RECEPT K TCHEN GFI 20 900 ) 1200 - - LIGHTING CKT 20 P2 22 23 MISC TTB 20/ 400 I 600 20 2 LIGHTING PKG LOT 24 25 MISC SERVER 20/ 600 I 600 - - LIGHTING CKT 24 P2 26 27 29 MISC FREE MISC FREE -ST SIGN - ST SIGN 20 1 IIKOMPIER111WAMINIIINIMIMMIllginmEcH 1000 240 2412 I 6; 20 1 MISC CRAWL SPACE CDU - 1 MECH_ _ CKT. 0-P2�3 28 30 31 MECH AH -1 33 MECH CKT 31 P2 EN 2412 180 IRMINIIIIIIIitaliiellIWJAMEEMMEIMEMEI INU I MIIIIPM WAN ;Q RECEPT GFI SRV ENTR 104 34 36 35 37 MISC ACKERLY SIGN . K 3 P - AUNIEJA 0,1>'IMLY - ZCN Milli.illillffidg PANEL P2 m 39 SPARE - 41 SPARE - - CKT 40 P2 42 20 1 - 7884 '- " ._ PFTASE 4&� I _2‘__23..7884 1 • TYPE CONNECTED (� LIGHTING 15240 RECEPT 8460 MECH 14544 MISC 24940 KITCHEN 0 COMPUTER 0 TOTAL VA 63184 TOTAL AMP 263 32237 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 Q 2 TOTAL VA 68200 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 64721 6260 60 2 PANEL PR 2 3 - CKT 39 P2 -/- 4000 3384 - - - CKT 28 P2 4 5 MISC SEC RECORD 20/ 390 1 100 20/ MISC SEC -PARK LOT 6 7 MISC REV SYS . 20/ 500 I - 20/ SPARE - 8 9 SPARE - 20 20/ 20/ - 1 730 - - - OimQ 20 1 20 MISC SEC - CANPY /OTF10 SPARE - SPARE - 12 14 11 SPARE - 13 SPARE - 17 SPARE - 20/ 20/ 17 SPARE - 20/ - - SPARE - 18 9 SPARE - 20 - - 20 1 SPARE - 20 21 SPARE - 207 - I - 20 1 SPARE - 22 23 SPARE - 20/ - I - 20/ SPARE - 24 25 SPARE - 20/ - I - 20/ SPARE - 26 27 SPARE - 20/ 20/ SPARE 28 29 SPARE - 20/ - I - 0 SPARE - 30 PHASE VA TOTALS 13952 7884 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/ 1080 1 100 20/1 MISC PRK LOT SEC 11 SPARE - X v` - _ 20/1 r - I 300 20/1 ' �M PRK LOT SEC 5 SPACE - //- 1 500 - I - / SPACE - 17 SPACE - -/- - I - PAYBOOTH -/- SPACE - 1 MECH DUCT HEATR 20/ 500 1 1000 20/ MISC CANOPY SIGN 3 MECH WALL HEATR 25/ 2000 1 500 20/ MISC RADIO /REV SYS 5 LIGHTING PAYBOOTH 20/ 144 1 - 20 1 SPARE - 17 SPARE - 20/ - I - 207 SPARE - CIRCUITS: PNL-P 400A, 120/240V, 10, 3W, AIC= 18KAIC P- 12,14 P -16,18 ams e P -20,22 PANEL: M BUS RATING 60 VOLTS: 20/240 PH: 1 MA N: 60 WIRE: 3 AIC: 10000 CIRCUITS: 20 CONSTRUCTION: - MOUNTED: FLUSH LUG FED: NONE ESCRIPTIQN 32K5 BR ._ AU0001ETI4N # 1 RECEPT RECEPT S 20 1 720 1152 20/1 LIGHTING INTERIOR 2 3 'ECEPT RECEPT W 20/ 4 5 RECEPT RECEPT NE 20/ 30/2 COMPRESSOR 6 7 MISC PRIG CNTRI 20/ 2 I CKT 6 P2 8 2 4 720 1 2700 540 I 260 PHASE VA TOTALS 6472 4000 LIGHTING EXTERIOR MISC 19 'SPACE 00 2700 -/- MISC 6 8 TYPE CONNECTED LIGHTING 1412 RECEPT 1980 MECH 0 MISC 7080 KITCHEN 0 COMPUTER 0 TOTAL VA 10472 TOTAL AMP 44 DEMAND NEC X 125% 1765 10KVA AT 100 %, REST AT 50% 1980 125% OF LARGEST, REST AT 100% 0 X 100% 7080 (98 CKTS) X 65% 0 X 100% 0 TOTAL VA 10825 TOTAL AMP 45 NORMAL POWER SERVICE ENTRANCE DISCONNECT 400A, 3W, 10 240V MTS • 1 105A 3 POLE 240V o —� 40090 15203A ALTERNATE POWER I SERVICE ENTRANCE DISCONNECT o ' 100A, 3W, 10 240V 200A, 120/240V, 10, 3W, AIC= 10KAIC \ I \ / o p P -24,26 EX E3 ONE LINE D I ASRAM N.T.S. PANEL: PB BUS RATING 60 VOLTS: 120/208 PH:1 MA N: MLO WIRE: 3 AIC: 10000 CIRCUITS: 24 CONSTRUCTION: CONSTRUCTION MOUNTED: FLUSH LUG FED: NONE 3 5 7 19 SPARE 21 23 DESCRIPTION MECH GATE ARMS MECH CKT 1 P2 MECH REV SYS MECH CKT 5 P2 SPARE SPARE BKR 20 2 -/- 20/2 20/ PHASE VA TOTALS A 625 1 1600 375 I 360 6260 625 1 240 375 I 500 - I - 3384 BKR 20/ 20/ 20/ 20/ 20/ DESCRIPTION LIGHTING CANOPY LIGHTS MISC SEC MONITORS MISC COMP /SEC SYS MISC SIGN RCPT SIGN RCPT SPARE SPARE 2 4 6 8 4 6 8 0 22 24 TYPE CONNECTED LIGHTING 1744 RECEPT 0 MECH 4800 MISC 3100 KITCHEN 0 COMPUTER 0 TOTAL VA 9644 TOTAL AMP 46 DEMAND NEC X 125% 2180 10KVA AT 100 %, REST AT 50% 0 125% OF LARGEST, REST AT 100% 5300 X 100% 3100 (98 CKTS) X 65% 0 X 100% 0 TOTAL VA 10580 TOTAL AMP 51 poi -3(.0 FLAS NOTES SEE PANEL SCHEDULE FOR DEVICE RATINGS. I> DO NOT PROVIDE MAIN BONDING JUMPER. I> CONDUCTORS HAVE INCREASED FOR VOLTAGE DROP. PROVIDE U.O.N. AT ALL LOCATION 200 LIGHTING CONTROL PANEL (LCP) SHALL BE DOUGLAS #WR6162 WITH (8) 2 -POLE RELAYS, PWE3- W24M -S3 HOUSING & 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." PROVIDE NEMA 3R CT CABINET AND METER BASE PER SCL REQUIREMENTS. NOT USED. "S.E." RATED DISCONNECT. 10 CONTRACTOR TO REMOVE MAIN BONDING JUMPER. FUTURE, BY OTHERS. MAXIMUM SIZE: 11 20kW, 10, 3W, 120/240V. 12 INLET FOR GENERATOR CONNECTION'. HUBBELL #HBL310B6W WITH BACKBOX #BB100N AND WATERTIGHT CAP #PC100 OR EQUAL. > PROVIDE HANDHOLE(S) AS NECESSARY (1'W X 2'L X 1'0) LOCATE ON ISLANDS. CONSTRUCTION DOCUMENT EXPIRES 4/13/02 w w I pO a w S � 1. Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 16049 NE BEL /RED ED BELLEVUE, WA 98007 Far (426) 643 4807 Tel (426) 843 3123 E —Mai1• era6aj EEBLaam CASNE ENGINEERING, INC. 355 118TH AVE SE. SUITE 100 BELLEW WA 98005 (425) 454 -3555 A RRE RE 2 N TO CANOPY PLAN CHANGE OF P.O.S. WATER HEATER 2/78/02 EMERGENCY GENERATOR ADDRgN .2/18/02 PANEL —P2 ADDITION ♦ 2/18/02 UPDATED LOADS 8 2/18/02 RECEIVED CITV ]F TUI(WILa MA', 1 0 )00 PERMIT CENTER KEY INDEX QUIK PARK OFF — AIRPORT PARKING FACILITY S 160th & OLD MILITARY RD. TUKWILA, WASHINGTON ONE LINE : & SCHEDS DATE 3/ o2 scALE WA DRAIN JJVC.K CONTRACT 0111-016 COpTWOHT 2001 CHr SAT CIA INC. SHEET E3 GENERAL NOTES t. 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. 3 STUB UP 4" CONDUIT +6" A.F.F. AND CAP ADJACENT TO TTH UNTIL READY TO USE. EXHAUST FANS IN RESTROOMS SHALL BE CONTROLLED BY LIGHT SWITCH. SECURITY SYSTEM STUB UP CONDUIT WITH COMMUNICATION CONDUCTORS STUB UP 3 ",6" FROM BOTH WALLS. SEE SECURITY SYSTEM DETAIL 1, SHEET E10. A 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. NOT USED. VERIFY EXACT LOCATION WITH ARCHITECTURAL PLANS. E> SEE DETAIL 5, SHEET E6. FIRE ALARM EQUIPMENT SHALL BE SPECIFIED SIEMENS MODELS AS FOLLOWS (OR EQUAL): FACP: MXL -IQ MONITORING PANEL: STU -11 SMOKE DETECTOR: FP -11, DB -11 BASE HEAT DETECTOR: FTP -11, DB -11 BASE PULL STATION: MSI -20 STROBE: U -MCS HORN /STROBE: U- MHT -IG 11 NOT USED. E> COORDINATE WITH UTILITY REPRESENTATIVE. SEE CASNE DRAWING UG -E1, SEPARATELY ISSUED PLAN SET. > LOCATE WITHIN 25' OF HVAC UNIT, I> DEDICATED RECEPTACLE FOR POINT -OF- SOURCE WATER HEATER. > DEDICATED DUPLEX RECEPTACLE FOR REVENUE SYSTEM. I> DEDICATED DOUBLE DUPLEX RECEPTACLE FOR SECURITY RECORDERS. > STUB (2) SPARE CONDUITS FOR FUTURE EXPANSION INTO FLOOR. CAP CONDUIT. ROUTE CONDUITS EAST TO HANDHOLE. SEE DETAIL 2, SHEET E7. El> ROUTE LOW VOLTAGE WIRING FOR OFFICE CAMERAS TO FLUSH J -BOX IN WALL. COORDINATE WITH SECURITY SYSTEM INSTALLER. SEE SCHEMATIC DIAGRAM SHEET E10. P -1 WP /GF 3 E2 E4 1 � P -1 - P -1 il L-A P -5 6 POWER FLAN GRAPHIC SCALE: 0 1' 2' _ poi 4 SPED I AL SYSTEMS PLAN Q Do GRAPHIC SCALE: ■ 0 1 ' 2' 0 1' 2' LUNC / — JJ BREAK ROOM LO I 1 . _ 1 4' r ==, I I u� 4' GRAPHIC SCALE: 4' 8' i _L=1u LUNC,I— BREAK RpOM i 8' 8' P -1 L I OHT I NO FLAN DISP. P -19 P -1 P -7 I I PII -� i GFI . 0 16' 16' 16' P -1 OP-2 UNISEX 16 P2 -5 P -17 v P -31,3 A GGOUNTI 041 -13 4A P -361 P -13 7 P -3 P -3 LOBBY 11011 P - 38 UNJ :2EX 4 D AGGOUHTII�G 104 03A.E. 030 .1 T1 'f P -3 WP /GFI TO SECURITY SYSTEM DEVICES' - 1 "C FOR FIRE ALARM -- TO MAINRENANCE TO PAYBOOTH MONITORS LOVEY 1 101 FACP 7 F5(P -4)g I P -13 ❑S OF P -3 C.O. TO MONITORING PANEL P -13 OFFICE P -3 ! 105 ! h ir P - 15 1 "C FOR PHONE TO MAINTENANCE BLDG. TO MAINT BLDG PNL -M F ' E RIN� MONOG PA N - - 1 Vi 11 { 02 / I R5 �. -_ _ - 3 (4, Li- TTB P -23 P -25 OF J L_ ' I -' ' ROOM PNIL P2 V 0 N s N ELE ROOM IO'71 WP /GFI P- 4 T E4 E8 ` FREE STANDING SIGN TO PAY BOOTH J_ PNL -PB TO QWEST HANDHOLE 01 SEE ELEC. SITE PLAN E2 - - t - - TO AT &T HANDHOLE ATT1 I I L C PARE TO PAY BOOTH 1 "C FOR PHONE a ,L I PAY BOOTH CONSTRUCTION DOCUMENT I EXPIRES 4/13/02 Nz IT Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 16049 NE BEL/RED RD BELLEVUE, AA 98007 Fax (425) 643 4607 Tel (425) 643 3123 E- WOE erebeja6e3L cool CASNE ENGINEERING, INC. 355 118TH AVE. SE, SUITE 100 BELLEVUE. WA 98005 (425) 454 -3555 GENERA L REVISIONS I 2/18/0 QUIK PARK OFF - AIRPORT PARKING FACILITY S 160th & OLD MILITARY RD. TUKWILA, WASHINGTON PWR, LTG & SPEC. SYS. %rkANS- OFFICE DATE 3CAI2 1/4 -O' MANN JJ,11 . CONTRACT 0111 -016 COPYRIGHT 2001 C10/ SAT GA INC. RECEreEo CITY Ur ill ✓Wi1.� MUG I II /114r, PERMIT CENTER KEY INDEX SHEET E4 I i i 1 �1 I F1 (P -2c) o � '� -c F2(P 2) 7 H F4(P -2) 1___ I !I — b P-2c� � 14 >� /• = __ 0 I F I el 1 L I ! I 1 ' r � =I ROO 0 i I F1(P -2a,b) Fl (P -2a,b) I' I � I i I � G !�_� r i I t) -__ F2(PI - _ - UN' 4 X I , to UN TI �.� lI - � x4 _ LCE BY on ' ) lakes L . I I UNG � ! / . , I I / / -1 �� F4(P -[) r _ . I 1 I II . F1(P 2a,b) I''` '' (P -2a b) 1- i I / L 1-, Ij 1 I ! I ' IC! I r� - I- . - -I�- � . \ — L i I t II - � � — __ ._ r — _ ' 9 1r __ "'lf..._- _- ' -__ -_� Or FIGL I !L I:F1 P -2a,b II �! 1 I Q F2(P -2c) ! F1O(P -28)A i 0 F2(Pi 2c) 1 1 — =- F1(P -2c) / - j F 1( � 1(P -2k,1) j __ I ,,t-{2,..14,1) I — I �L - - -� — - GENERAL NOTES t. 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. 3 STUB UP 4" CONDUIT +6" A.F.F. AND CAP ADJACENT TO TTH UNTIL READY TO USE. EXHAUST FANS IN RESTROOMS SHALL BE CONTROLLED BY LIGHT SWITCH. SECURITY SYSTEM STUB UP CONDUIT WITH COMMUNICATION CONDUCTORS STUB UP 3 ",6" FROM BOTH WALLS. SEE SECURITY SYSTEM DETAIL 1, SHEET E10. A 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. NOT USED. VERIFY EXACT LOCATION WITH ARCHITECTURAL PLANS. E> SEE DETAIL 5, SHEET E6. FIRE ALARM EQUIPMENT SHALL BE SPECIFIED SIEMENS MODELS AS FOLLOWS (OR EQUAL): FACP: MXL -IQ MONITORING PANEL: STU -11 SMOKE DETECTOR: FP -11, DB -11 BASE HEAT DETECTOR: FTP -11, DB -11 BASE PULL STATION: MSI -20 STROBE: U -MCS HORN /STROBE: U- MHT -IG 11 NOT USED. E> COORDINATE WITH UTILITY REPRESENTATIVE. SEE CASNE DRAWING UG -E1, SEPARATELY ISSUED PLAN SET. > LOCATE WITHIN 25' OF HVAC UNIT, I> DEDICATED RECEPTACLE FOR POINT -OF- SOURCE WATER HEATER. > DEDICATED DUPLEX RECEPTACLE FOR REVENUE SYSTEM. I> DEDICATED DOUBLE DUPLEX RECEPTACLE FOR SECURITY RECORDERS. > STUB (2) SPARE CONDUITS FOR FUTURE EXPANSION INTO FLOOR. CAP CONDUIT. ROUTE CONDUITS EAST TO HANDHOLE. SEE DETAIL 2, SHEET E7. El> ROUTE LOW VOLTAGE WIRING FOR OFFICE CAMERAS TO FLUSH J -BOX IN WALL. COORDINATE WITH SECURITY SYSTEM INSTALLER. SEE SCHEMATIC DIAGRAM SHEET E10. P -1 WP /GF 3 E2 E4 1 � P -1 - P -1 il L-A P -5 6 POWER FLAN GRAPHIC SCALE: 0 1' 2' _ poi 4 SPED I AL SYSTEMS PLAN Q Do GRAPHIC SCALE: ■ 0 1 ' 2' 0 1' 2' LUNC / — JJ BREAK ROOM LO I 1 . _ 1 4' r ==, I I u� 4' GRAPHIC SCALE: 4' 8' i _L=1u LUNC,I— BREAK RpOM i 8' 8' P -1 L I OHT I NO FLAN DISP. P -19 P -1 P -7 I I PII -� i GFI . 0 16' 16' 16' P -1 OP-2 UNISEX 16 P2 -5 P -17 v P -31,3 A GGOUNTI 041 -13 4A P -361 P -13 7 P -3 P -3 LOBBY 11011 P - 38 UNJ :2EX 4 D AGGOUHTII�G 104 03A.E. 030 .1 T1 'f P -3 WP /GFI TO SECURITY SYSTEM DEVICES' - 1 "C FOR FIRE ALARM -- TO MAINRENANCE TO PAYBOOTH MONITORS LOVEY 1 101 FACP 7 F5(P -4)g I P -13 ❑S OF P -3 C.O. TO MONITORING PANEL P -13 OFFICE P -3 ! 105 ! h ir P - 15 1 "C FOR PHONE TO MAINTENANCE BLDG. TO MAINT BLDG PNL -M F ' E RIN� MONOG PA N - - 1 Vi 11 { 02 / I R5 �. -_ _ - 3 (4, Li- TTB P -23 P -25 OF J L_ ' I -' ' ROOM PNIL P2 V 0 N s N ELE ROOM IO'71 WP /GFI P- 4 T E4 E8 ` FREE STANDING SIGN TO PAY BOOTH J_ PNL -PB TO QWEST HANDHOLE 01 SEE ELEC. SITE PLAN E2 - - t - - TO AT &T HANDHOLE ATT1 I I L C PARE TO PAY BOOTH 1 "C FOR PHONE a ,L I PAY BOOTH CONSTRUCTION DOCUMENT I EXPIRES 4/13/02 Nz IT Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 16049 NE BEL/RED RD BELLEVUE, AA 98007 Fax (425) 643 4607 Tel (425) 643 3123 E- WOE erebeja6e3L cool CASNE ENGINEERING, INC. 355 118TH AVE. SE, SUITE 100 BELLEVUE. WA 98005 (425) 454 -3555 GENERA L REVISIONS I 2/18/0 QUIK PARK OFF - AIRPORT PARKING FACILITY S 160th & OLD MILITARY RD. TUKWILA, WASHINGTON PWR, LTG & SPEC. SYS. %rkANS- OFFICE DATE 3CAI2 1/4 -O' MANN JJ,11 . CONTRACT 0111 -016 COPYRIGHT 2001 C10/ SAT GA INC. RECEreEo CITY Ur ill ✓Wi1.� MUG I II /114r, PERMIT CENTER KEY INDEX SHEET E4 I i i 1 POWER CONDUIT M -1 E21E5 • �II R(�I�ATION 9 NTROLLER ! I I M -91 C 1— M 5 11 M 3� +48 "(TYP) gI M -3 GRAPHIC SCALE: 0 1 2' 4' F6(M -2) F6(M -2) F6(M -2) F6(M -2) LIGHTING FLAN M - I F6(M -2) F6(M -2) F6(M - 2) M - F6(M -2) F6(M -2) F6(M - 2) F6(M -2) F6(M - 2) _F25(M =4n� �E5(M 4 J M -9 M -5 E21E5 FOHER i'LAN GRAPHIC SCALE: 0 1' 2' 4' 8 FIRE ALARM CONDUIT r _ PHONE CONDUIT - 16' 0 1' 2' 0 FLAG NOTES MAKE ALL NECESSARY ELECTRICAL CONNECTIONS TO IRRIGATION CONTROLLER (PROVIDED BY OTHERS). PROVIDE 1" PVC CONDUIT WITH PULLWIRE MINIMUM 6' OUT FROM THE BUILDING. PROVIDE RECEPTACLES AT MINIMUM 48" A.F.F. OR ABOVE WORK COUNTERS (PROVIDED BY OTHERS). VERIFY EXACT MOUNTING AND LOCATIONS WITH OWNER'S FIELD REPRESENTATIVE. NOT USED. �t STUB UP CONDUIT AND TERMINATE WITH FLUSH J -BOX AND ® PHONE /DATA JACK. COORDINATE EXACT LOCATION WITH OWNER. LOCATION MAY CHANGE UP TO 15'. CEILING - MOUNTED DUPLEX RECEPTACLE FOR RADIANT HEATER. VERIFY EXACT LOCATION OF HEATER PLUG BEFORE INSTALLATION. NEMA 6 -30R TYPE RECEPTACLE FOR COMPRESSOR. VERIFY LOCATION OF COMPRESSOR AND CONNECTION TYPE BEFORE INSTALLATION. SFEO I AL SYSTEMS FLAN GRAPHIC SCALE: 2 ■ �. 6' CONSTRUCTION DOCUMENT I EXPIRES 4/13/02 U 00 6. ,DO {-LI1 zI Q N0. zQ IL 91 Ew LL4 WA ION AL WE Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL /RED RD BELLEVUE, NA 98007 Fez (425) 843 4807 Tel (421) 843 3123 E -13t2 erchejaBeoLcom CASNE ENGINEERING, INC. 355 718TH AVE SE, SUITE 100 BE (425 4 4- 55005 (425) 454 -3555 1 2/ REV /0 PLAN OF FLOOR PL NECEIVEO CITY OF TJHWIL ^. i(A 1 ( ?on? l PERMIT CENTER KEY INDEX QUIK PARK OFF- AIRPORT PARKING FACILITY S 160th & OLD MILITARY RD. TUKWILA, WASHINGTON P, & SPECWR LTG . SYS. A . �' 41ANS-MAINT 4 SHEET E5 I i r — -- !---1 o ! I I ! ! a i I I r - -� I Li I ,_ - - - - - - - --- • _ h______ _ __= ___J POWER CONDUIT M -1 E21E5 • �II R(�I�ATION 9 NTROLLER ! I I M -91 C 1— M 5 11 M 3� +48 "(TYP) gI M -3 GRAPHIC SCALE: 0 1 2' 4' F6(M -2) F6(M -2) F6(M -2) F6(M -2) LIGHTING FLAN M - I F6(M -2) F6(M -2) F6(M - 2) M - F6(M -2) F6(M -2) F6(M - 2) F6(M -2) F6(M - 2) _F25(M =4n� �E5(M 4 J M -9 M -5 E21E5 FOHER i'LAN GRAPHIC SCALE: 0 1' 2' 4' 8 FIRE ALARM CONDUIT r _ PHONE CONDUIT - 16' 0 1' 2' 0 FLAG NOTES MAKE ALL NECESSARY ELECTRICAL CONNECTIONS TO IRRIGATION CONTROLLER (PROVIDED BY OTHERS). PROVIDE 1" PVC CONDUIT WITH PULLWIRE MINIMUM 6' OUT FROM THE BUILDING. PROVIDE RECEPTACLES AT MINIMUM 48" A.F.F. OR ABOVE WORK COUNTERS (PROVIDED BY OTHERS). VERIFY EXACT MOUNTING AND LOCATIONS WITH OWNER'S FIELD REPRESENTATIVE. NOT USED. �t STUB UP CONDUIT AND TERMINATE WITH FLUSH J -BOX AND ® PHONE /DATA JACK. COORDINATE EXACT LOCATION WITH OWNER. LOCATION MAY CHANGE UP TO 15'. CEILING - MOUNTED DUPLEX RECEPTACLE FOR RADIANT HEATER. VERIFY EXACT LOCATION OF HEATER PLUG BEFORE INSTALLATION. NEMA 6 -30R TYPE RECEPTACLE FOR COMPRESSOR. VERIFY LOCATION OF COMPRESSOR AND CONNECTION TYPE BEFORE INSTALLATION. SFEO I AL SYSTEMS FLAN GRAPHIC SCALE: 2 ■ �. 6' CONSTRUCTION DOCUMENT I EXPIRES 4/13/02 U 00 6. ,DO {-LI1 zI Q N0. zQ IL 91 Ew LL4 WA ION AL WE Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL /RED RD BELLEVUE, NA 98007 Fez (425) 843 4807 Tel (421) 843 3123 E -13t2 erchejaBeoLcom CASNE ENGINEERING, INC. 355 718TH AVE SE, SUITE 100 BE (425 4 4- 55005 (425) 454 -3555 1 2/ REV /0 PLAN OF FLOOR PL NECEIVEO CITY OF TJHWIL ^. i(A 1 ( ?on? l PERMIT CENTER KEY INDEX QUIK PARK OFF- AIRPORT PARKING FACILITY S 160th & OLD MILITARY RD. TUKWILA, WASHINGTON P, & SPECWR LTG . SYS. A . �' 41ANS-MAINT 4 SHEET E5 I i BY OTHERS TRENOH DETAIL E1 ER E3 E6 f NEUTRAL SURFACE IN ACCORDANCE WITH FINAL REQUIREMENTS -SOD IN LAWN AREAS, ASPHALT IN PAVED AREAS 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 EQUIPMENT BONDING CONDUCTOR SIZED PER NEC 250 -66 N.TT.S. UTILITY TRANSFORMER BY OTHERS 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 PER NEC 250 -122 GROUNDING DETAI L a N.T.S. 30" 5' -0" HANDH OLE METALLIC SHRINKAGE RESISTANT GROUT CHAMFER E2 E6 SECTION VIEW A 36" DIA. POLE 36" OF SLACK CONDUCTORS AT BASE OF POLE. PROTECT WITH PLASTIC COVERING AND PLUG CONDUITS UNTIL POLE INSTALLATION TO PREVENT WATER COLLECTING IN CONDUITS. COVER PLATE BUSHING LEVELING NUTS (TYP.) POLE BASE PLATE (3) #30 REINFORCING STEEL HOOPS WITHIN TOP 5" \/ . - PVC CONNECTION � — PVC CONDUIT ROUND FORMED CONCRETE BASE POLE SASE DETAIL 10 f - GRADE GALV. RIGID STEEL CONDUIT ANCHOR BOLTS SUPPLIED WITH POLE, INSTALL PER MANUFACTURERS INSTRUCTIONS N.T.S. 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. BOLT PATTERN PER MANUFACTURERS SPECIFICATIONS E2 4 TSP #18 MONITORING PANEL CKT. P -38 A FLAG NOTES DoV3L 2 #14 THNN, TYP. #16 AWG, TYP. FIRE ALARM RISER 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. 10 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 I EXPIRES 4/13/02 Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 16049 NE BEL/RED RD BELLEVUE, WA 88007 Fax 14261 043 4807 591 (425) 843 3123 E -Mall arcbD)LGeoLDDm C CASNE ENGINEERING, INC. 355 1I8TH AVE. SE, SUITE 100 BELLEVUE, WA 98005 (425) (425) 454 -3555 GENERAL REVISIONS 1 2/18/02 RECEIVED CITV OF TUKWILA 1 ,15: 1 0 200[ PERMIT CENTER KEY INDEX QUIK PARK OFF— AIRPORT PARKING FACILITY S 160th & OLD MILITARY RD. TUKWILA, WASHINGTON DATE /01/02 ECHE WA DNA JJ'A73C CONTRACT 0111 -016 COPYRID7D' 2001 CHK 1DAT CIA INC. SHEET E6 i GENERATOR INLET BELOW CIRCUIT BREAKER z ALTERNATT POWER SERVICE ENTRANCE '// DISCONNECT \,_ NORMAL POWER SERVICE ENTRANCE DISCONNECT SERI l GE ENTRAGE i E4 E8 DETAIL FLAN GRAPHIC SCALE: NORMAL POWER [1:>>- SERVICE ENTRANCE DISCONNECT MTS LOCATED ON INTERIOR WALL IOF EUECTRICAL ROOM ALTERNATE POWER SERVICE ENTRANCE <I< DISCONNECT SERV' GE ENTRANCE C E ELEVATION GRAPHIC SCALE: 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. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE BEL /RED RD BELLEVUE, WA 98007 Fax (425) 849 4807 Tel (420 843 3129 E- 1fe1L' areheje0aoLeom CASNE ENGINEERING, INC. 355 118TH AVE SE, SUITE 100 B (425) E. WA 98005 (425) 454 -3555 RECEIVED ;ITY (1F TUKWILA 1 0 Z002 PERMIT CENTER QUIK PARK OFF- AIRPORT PARKING FACILITY S 160th & OLD MILITARY RD. TUKWILA, WASHINGTON No. Dote Rerbkn By Perteet Engineering, Inc. 0200 Bridgeport ■ey 8114 wile C -1, Iekeiood. 1A 984 (03B) 984 - ?168 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+7R 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+25 318.93 70+50 319.68 70+75 320.43 71+00 321.18 71 +25 321.93 71 +50 322.68 71 +75 323.43 72+00 324.18 72 +25 324.93 72 +50 325.68 72 +75 326.49 73+00 327.43 73 +25 328.48 73+50 329.67 73+75 330.92 74+00 332.17 74 +25 333.42 74 +50 - 74 GRADING NOTES A. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OR DISCOyERY OF POOR SOILS. GRp 4*#TER OR DISCREPANCIES IN THE EXISTING C%ITIONs AS NOTED cl THE PLANS. B. 44011 AI SLOPE STEEPNESS SHALL BE 2H: IV FOR FINISHED COT AND SLOPES. C. UNLESS 0TIERklSE SPECIFIED. ALL EI189400ENTS IN TIE PLAN SET SHALL BE CONSTRUCTED IN Acc 8DANCE SW 1/4, SEC 22, TWP 23, R 4 E, W.M. MATCHLINE -SEE SHEET P10 0 30 60 SCALE IN FEET 90 33 340 - Droon By Designed By .LJ( Ceeoked By RSH/Rc APProved By Date 01 O 01 Io o scALE r .3o' Project Number 98802 QUIK PARK OF WASHINGTON LLC OFF- AIRPORT PARKING SITE PLAN SHEET P9 OF 3' 1 ',mi PERMIT GEN T Ek 1/1 Na Dote ReybOoe N RIM 260 ELEV= 303.5 3 00 MATCHLINE —SEE SHEET P9 30 60 SCALE IN FEET 90 By App. Perteet Engineering, Inc. 10209 Bridgeport Way 8d. Belle C -1. Lske*ood. 11A 98488 (253) 984-7138 (EXPIRES 9/2/20021 U Dromn By Dote KUH 1a o1 Designed By JJK 12/10 Checked By RSH 12 Oi Approv y(y Oa CAR PORTS SCALE r em . Project Number 98802 EX. SSMH #261 RIM. EL. 301.40± N 7 / 6 3 3 1 +/, — APARTMENT BLDG CAR PORTS S 158TH ST. SIGN GRADING NOTES A. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS. GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. B . IMXIIAM SLOPE STEEPNESS SHALL BE 2H: IV FOR FINISHED CUT AND SLOPES_ C. UNLESS OTIER*ISE SPECIFIED. ALL EIR $IN NTS IN THE PLAN SET SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 2 -03.3(14)B OF THE *SPOT STANDARD SPECIFICATIONS. ENBAildOENT COPACTIONS SHALL CONFORM TO SECTION 2- 03.3(14)C, IPTIIOD B OF SAID STANDARD SPECIFICATIONS_ D DIEW IMENTS DESIGNED TO IMPOUND WATER SHALL BE COMPACTED TO 95% MAXIMUM DENSITY PER SECTION 2-03.3(14)C, WTHOD C OF *SCOT STANDARD SPECIFICATIONS. E. ALL AREAS RECEIVING FILL MATERIAL SHALL BE PREPARED BY REIDVING VEGETATION, NON - COMPLYING FILL, TOPSOIL AND OTTER UNSUITABLE MATERIAL. BY SCARIFYING THE SURFACE TO PROVIDE A BOND WITH THE t8 FILL, AND MERE SLOPES ARE STEPER THAN 3H:IV COMPETENT MATERIAL AS DETEFNINED BY A SOILS ENGINEER. ALL SUBGRADE SURFACES SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING FILL. GENERAL GRADING NOTES I. STOCKPILES FOR THIS PROJECT SHALL BE LOCATED IN THE PROPOSED PARKING LOT AREAS. 2. THE FILL MATERIAL FOR THIS PROJECT WILL E SUITABLE SOILS FROM ON -SITE EXCAVATION, AS APPROVED BY THE ENGINEER. 19-1 328.8 OFF— AIRPORT PARKING SITE PLAN LEGEND: f ax3 TOP OF PAVEUEI$T ELEVATION SEE SHEET R3 QUIK PARK OF WASHINGTON LLC RECEIVED GIN OF TUKWILA I 0 ?FRUIT CENTER APPROVED UNDER PERMIT NO. MI01 -078. FOR INFORMATION ONLY SHEET P10 OF NOTE: ALL LANDSCAPE BEDS TO RECEIVE FULL AUTOMATIC IRRIGATION SYSTEM UNLESS NOTED OTHERWISE. TYPICAL ALL SHEET . a <INC ISLAND TREE SUBSTITUTION, SEE SHEET L4 8' HIGH WOOD SCEENING FEN SEE CIVIL PLAN. w W m w 0_ D z uJ V) ^ LL1 U- 0 z 0 w H- LJ 0 V / 1111,111 111111 SCALE: 1 "= 20' -0" D' 10' 20' 40' X111- L1.1�_ -ll- 1- MAT(HLNE SEE SHAT L2 Do I STATE OF WASHINGTON RGISTERQI LANDSC ARCHRECT STEPHEN GEORGE WORTHY CERTIFIED No. 235 DESIGNED DRAWN ML/011 BU /f4 CHECKED MLA DATE 11/01/01 PRJ NO. 0I -11 WORTHY AND ASSOCIATES LANDSCAPE ARCHITECTURE RECREATIONAL PLANNING AND DESIGN 1982 FIRST AVENUE SUITE NUMBER 809 SEATTLE, WARRINGTON 99101 TEL.808498 -9270 FAX906448 -0907 QUIK PARK OF WASHINGTON LLC SRO SITE TUKWILA, WASHINGTON Landscape Plan SHEET NO. L1 1 4 APPROX. LOG TION OF GILL- OARED SIGN PR PERTY LIN: RECEIVEC CITV OF TUKWiLA PERMIT CENTER 18 +00 -mos-ima -G2 PARKING ISLAND TREE SUBSTITUTION SEE SHEET L4 1' 11111 =MEE IMEMI 111111111111• MEM NINON PROPERTY I NO. A REVISION DATE TREE S4JIS5TITUTICI4 3/05/02 r STATE OF WASHINGTON IANDS ARRITECT DESIGNED DRAWN CHECKED ML/ELLI MAIL tIL/601 STEPHEN GEORGE WORTCY DATE 11/02/0, CERTIFIED No. 235 PRJ 0,11 0, P e ----- PT CrqaOSKIO:QQ013saeeiOKOOSCR:.1-93v•-1/4P.::°A7d;:,.°?„,P::ire;9:;SP:::::;TtCI;1-S.i gr.' 4 60/ I- rl ,x., At a - O ' , j‘ ›fS ,' " ' 3/ WORTHY AND ASSOCIATES LANDSCAPE ARCHITECTURE RECREATIONAL PLANNDIG AND DESIGN 1932 FIRST AVENUE SUITE NUMBER 606 SEMITLE, WASHINGTON 88101 TEL.806-448-9210 FAIL806.448-0607 Landscape Plan 1111 10 20' CITY OF T , ViA PERMIT CENT.. QUIK PARK OF WASHINGTON LLC SRO SITE TUKWILA, WASHINGTON 40' SHEET NO. L2 EXISTING v , 4016 I111111011M11111)11111I PAlil1D"' 111101■I1111iI1111PIMll4 11 111111I11111$I111 1111111111rnniftIll 11I11111111111Mily 1111111111!1![ it III` D�L� f 1l� WEIME � :I�O[I�I;IIIIII I:>s a . - I O L � F .��■ - -, 1 G !x!1 r YD e�i ■ H >t ' "�'iI�J - 7i „�.,?DD�■ r. i + I - ` ♦ -a 7a�F_�RRS, II i■ 7w hA'9 � .ail1111 111%lf 1 L1 ■11I1111111111 LLIlI 1 II$II I LIA d11111111111I1111110111111111111 111111111=IIIMEEMMISI 1111=111111111=110= EIMEEMEISSIMMEMEMES !i!alll: • L IPA !•!!r!!!!i�'!- 1 MIMESIS= l• !!Y. 'S![ Al t!!t!!!!w�SI !!r !�G Y !l♦!lli \ ^YSI1 i>�!!!!tlll• 1t 1 !±9!!!i!!!>:!!l �1.RL N!!1•i!!i l�f a iP!! MVP S r'ii la'S- 3>•��lr !M!!I1l111rrL'� C:>•t•� �1(. ��✓I3 !• / ��fl ..Mr• l/ 7VW 3�'rI!' 1/ F.N 1rn11i 1■r. ,i�..Ir11r■Ilnrlt � lin _ r_ s. iu , 011 TRELLIS STRUCTURES Ii1l1' I WEEN BUILDING WINDOWS. INAL LAYOUT SUBJECT TO OWNER ACCEPTANCE. I ALTISSIMO I CLIMBING ROSE PLANTS TRAINED ON EACH TRELLIS STRUCTURE QUIK PARK OF WASHINGTON LLC SRO SITE TUKWILA, WASHINGTON GENERAL NOTES N N 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, MEDIUM COARSE BARK MULCH S. ALL PLANTS NURSERY GROWN NOT FRESH FIELD COLLECTED. 1. REPLACEMENT TREES PER TUKWILA ZONING CODE 18.54.130 PARAGRAPH 3.15 LOCATED SOUTH OF I58TH STREET. SEE SHEET L3. GRAPHIC EAST ELEVATION - NTS TRELLIS DIMENSIONS -NTS 2 "x 4" CEDAR BOARDS — D❑❑❑❑❑❑❑❑❑❑❑❑ =❑ ❑❑❑❑❑❑❑❑❑❑❑ =❑❑ ❑❑❑ ❑❑❑❑❑❑ 1 4: l= 1 1 1 `. " - • 1 1 1 111 7' -0' OR .1' -0 OUTSIDE TO OUTSIDE EDGES. SEE SKETCH ABOVE -111 111 -11 E=111 — i I 1 -111 —I 4 1 1 1= I I _ 1 f —III 1 1 1 =1 1 �- . _I 11A' • W —H : 1.1-t NO. REVISION STATE OF WASHINGTON REGISTERED LANDSCAP ARCH STEPHEN GEORGE CERRFlW No. 235 NOTE: CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR OWNER'S ACCEPTANCE PRIOR TO FABRICATION 111 ® � o1 0 1 - 1, b °° ° = 117.9 4819 s -11: 1 I -1 f i �� -1 1 • 4"x 4" CEDAR POST (TOP AND 2 SIDES) 12" DIA. x 3' DEEP CONCRETE FOOTINGS. COORDINATE WIT+ -I WALL GEOGRID MATERIALS AND FOOTINGS DESIGIED DRAWN CHECKED DATE BWA1L IV02/01 PRJ ND. 01-1 D WORTHY AND ASSOCIATES LANDSCAPE ARCIMIECTURE RECREATIONAL PLANNING AND DESIGN 1982 FIRST AVENUE SUITE NUMBER 600 SEATTLE, WASHINGTON 98101 1ELY96448 -9270 FAX208.448 -0807 Landscape Plan CEMENT . SEE NOTE 11 ON SHEET L4. SCALE: 1".20'-e" 0' 10' 20' 40' SHEET NO. L3 Ei REVISION DATE TREE SUBSTITUTION 3/05/02 Min ME ME NM TREE TIE CHAINLOCK PLASTIC LOCKING ROPE PLANTING NOTES L 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 CARE NOT TO DAMAGE ROOTS. IF A ROOT IS BROKEN OR CUT, IT MUST BE CUT OFF SQUARELY. IF THE CUT ROOT IS I" DIA. OR GREATER, TREAT THE ROOT WITH AN APPROVED PRUNING PAINT. 3. ALL PLANTING AREAS TO BE CLEARED CF ALL NOXIOUS WEEDS AND NON SELECT GROWTH. 4. PLANTING TO TAKE PLACE FROM SEPTEMBER 15TH TO JUNE 15TH. B. ALL TREE, GROUND COVER AND SHRUB PLANTING AREAS TO CONTAIN 2" DEPTH BARK MULCH b. LAYOUT CF ALL PLANT MATERIAL TO BE 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. 8. DISCREPANCIES BETWEEN PLANS AND SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OUNER PRIOR TO PROCEEDING. a 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 M GROUND COVER AND SHRUB AREAS TO ALLOW FOR TWO INCHES (2 ") OF MULCH. 11. REPLACEMENT TREES PER TUKWILA ZONING CODE 1854.130 PARAGRAPH WS ARE LOCATED ON THE SOUTH SIDE OF 158TH STREET. SEE 5HEET L3. 12. COORDINATE TREE PLANTING NEAR RETANING WALLS WITH GEOGRIP 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 6" COMPACTED MOUN Pr I1 1II III o °/ A FINISH GRADE 2X DIA. ROOTBALL SIZE 2X DIA. ROOTBALL SIZE III — I I— I I 1 =1' '- 1= REMOVE TOP 1/2 OF BURLAP OR WIRE BASKET AFTER PLACEMENT B DECIDUOUS TREE STAKING N _T S 6" COMPACTED MOUND SET PLUMB AND 9" FROM TRUNK I0' -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 GROWN I 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 8' USE 4 TIES TOTAL. 10' -0" TREATED PEELER CORE PINE STAKES DRIVEN TO REFUSAL INTO UNDISTURBED SUBSOIL SUBSOIL MIN, 24" DEPTH SET ORIGINAL CROWN I INCH ABOVE GRADE 4" SAUCER —JUTE MESH EROSION CONTROL MAT - 6'x6' TOPSOIL PER TREE. ORIGINAL GRADE REMOVE 2/3 OF BURLAP OR ALL OF WIRE BASKET CONTAINER BEFORE PLANTING CONIFER PLANTING ON SLOPE NOT TO SCALE N.T.S. PLAN VIEW PAVEMENT/ CURB EDGE O EQUIDISTANT0 .0 A GROUNDCOVER SPACING NOT TO SCALE: FOLLOWING PLANTING, ANCHOR EROSION CONTROL MATTING WITH 9 STAPLES PER TREE MIN. 0 SHRUB /GROUNDCOVER SET ROOTBALL CROWN I INCH ABOVE GRADE 2" DEPTH BARK MULCH 6" DEPTH TOPSOIL THROUGHOUT SHRUB AND GROUNDCOVER BEDS REMOVE TOP I/3 BURLAP BEFORE PLANTING I < / (MN. 6" GREATER THAN ROOTBALL) SYMBOL BOTANICAL NAME EVERGREEN TREES \ \\ \III /8 CD - 111/// CALOCEDRUS DECURRENS 7 4IIII PT o PINUS THUNBERGIANA \p\ \III / //4IRI 0` 'RN P A e„ r ,, ti THUJA PLICATA 1 SUGA HETEROPHYLLA CUPRESSOCYPARIS LEYLANDII 44, I� �� SLR@ CUPRESSOCYPARIS LEYLANDII 1DEGI®UCtIS TREES FRAXINUS PENNSYLVANICA 'PATMORE' P.P. 4684 SNR GROUNDGOVER —ACER CIRCINATUM ACER RUBRUM 'OCTOBER G QUERCUS ROBUR 'FASTIGIATA' SKYROCKET OAK ACER RUBRUM 'SCARLET SENTINEL' FRAXINUS OXYCARPA 'RAY .OD' PRRUS CALLERYANA 'REDSPIRE' BERBER'S THUNBERGII 'ROSE GLOW' COTONEASTER DAMMERI CORNUS ALBA 'SIBIRICA' CORNUS STOLONIFERA 'FLAVIRAMEA' EUONYMOUS ALATA 'COMPACTA' MAI-IONIA AQUIFOLIUM 'COMPACTA' PHOTINIA GLABRA POLYSTICHUM MUNITUM PRUNUS LAUROCERASUS 'OTTO- LUYKEN' VACCINIUM OVATUM RHODODENDRON 'DORA AMATEIS' ROSACEAE ' ALTISSIMO' VIBURNUM DAVIDII VIBURNUM TNUS PRUNUS LUSITANICA PRUNUS LAUROCERASUS 'ZABELIANA' PARTHENOCISSUS TRICUSPIDATA O MYRICA CALIFORNICA ERICA CARNEA 'SPRINGWOOD WHITE' GAULTHERIA SHALLON EROSION CONTROL SEEDING COMMON NAME INCENSE CEDAR JAPANESE BLACK PINE WESTERN RED CEDAR WESTERN HEMLOCK LEYLAND CYPRESS LEYLAND CYPRESS HEATH SALAL VINE MAPLE RED JAPANESE BARBERRY BERBBERRY 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 DOH3D4 SKY ROCKET OAK SCARLET SENTINEL MAPLE RAYWOOD ASH REDSPIRE PEAR SEE SPECIFICATIONS FOR SEED MIX SIZE /CONDITIONS S' HT. 8' HT. 8' HT. 10' HT. MIN. 10' HT. MIN. 12' HT. 8' HT. 2" CAL. MIN. 2" CAL. MIN. 2" CAL. MIN. 2" CAL. MIN. 2" CAL. MIN. 18" HT. MIN. 12 " -I5" SP. MIN. 21 " -24" HT. MIN. 21 " -24" HT. MIN. 18" HT. MIN. IS HT. MIN. 21 " -24" HT. MIN. 12 " -15" SP. MIN. 12 " -15" SP. MIN. 18" -21" SP, MIN. 18 " -21" SP. MIN. 18" -21" HT. MIN, 12" SP. MIN, 18" HT. MIN. IS HT. MIN. 1 3" HT. MIN. 1 GAL. CONT. MIN. THREE RUNNERS AT MIN. 10" LENGTHS. 18" HT. MIN. 9" SP. MIN. 9" SP. MIN. SPACING OTY AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN 1 1/2" CALLS TRUNK MIN) AS AHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN 4' O.C. 4' O.C. 5' O.C. 5' O.C. 5' O.C. 3' O.C. 5' O.C. 3' O.C. 4' O.C. 4' O.C. 4' O.C. 3' O.C. 30" O.C. 4' O.C. 5' O.C. 4' O.G. 4' O.C. 5' O.C. 18" O.C. 18" O.C. 4 25 4 9 3 11 14 25 21 6 21 354 13 56 44 10 114 30 55 441 121 241 10 492 111 31 12 81 21 1,100 5,160 16,426 S.F. RECEIVED ;IV a T lEWE, DESIGNED DRAWN CHECKED 13W/ML MUSH DALE II/02/01 PRJ ND. 014 WORTHY AND ASSOCIATES LANDSCAPE AECBITECIVER RECREATIONAL PLANNING AND DESIGN 1988 FIRST AVENUE SUITE NUMBER BOB SEATTLE, WASHINGTON 98101 TEL906-198 -9970 FAX909 -498 -0907 QUIK PARK OF WASHINGTON LLC SRO SITE TUKWILA, WASHINGTON Landscape Details SHEET NO. L4 aERMR CENTER 4" PIPE IN 2" SLEEVE 1" PIPE IN 2" SLEEVE I" PIPE IN 2" SLEEVE Iis" PIPE IN 3" SLEEVE 1 PIPE IN 3'I SLEEVE P4" PIPE IN 3" SLEEVE SEE NOTE 1 PIPE N 4 '16 3" SLEEVE I" PIPE IN 2" SLEEVE C C C C C I C C C 2' PIPE IN 4' SLEEVE ie- I" PIPE IN 2" SLEEVE 2" PIPE IN 4" SLEEVE C C C C C C C C C 21/2" PIPE IN 6" SLEEVE 11/2" PIPE IN 3" S . / /rf / /ism /-r /. E4Ws! 3 4" PIPE IN 2" SLEEVE 3 4" PIPE IN 2" SLEEVE 3 4" PIPE IN 2" SLEEVE 3 4" PIPE IN 2" SLEEVE 3 4" PIPE IN 2" SLEEVE 3 4" PIPE IN 2' SLEEVE I" PIPE IN 2" SLEEVE SEE SHEET L7 —L9 FOR IRRIGATION SCHEDULE AND DETAILS. 3 4" PIPE IN 2" SLEEVE 3 4" PIPE IN 2" SLEEVE I" PIPE IN 2" SLEEVE 1" PIPE N 2" SLEEVE /4u �1 /4N C C C C 4 I INC C � / / / / / / /,1/a / /— / /1 / /'IIN 21/2" PIPE IN 6" SLEEVE 04" PIPE IN 3" SLEEVE r PIPE IN 2" SLEEVE 3 4" PIPE N r SLEEVE 3 "PI - ' 6" SLEEVE 1 3 3411 1l 1411 30 5" CPP 1v2" P1� 211 P 11 1(4" _ _ _1 3 4" PIPE IN 2" SLEEVE — t — 1'4" PIPE IN 3" SLEEVE or 3 4" PIPE N 2" SLEEVE 2" PIPE IN 4" SLEEVE 0' 10' 20' SCALE: I "= 20' -m" 1111111111, 111 1111 1,111 11 'r i1 111 i11 tl! 1 11 40' 3 4" PIPE IN 2" SLEEVE 2 PIPE N 6" SLEEVE 1,1 11 a 111 , n I MATCHLINE SEE SHEET L6 (.0 :::i' i OW N S OGyAN 3 'C UN CL 3 Co 1 I 1 3 " 4 4 P�— 18 +00 0111011.1111... ARIMMINNIE PERMIT CENTEF 6 S 158TH ST. RIM:331.53 !.0.328.95 �5 SIGN I.E NO. REVISION STATE OF WASHINGTON REGISTERED LANDSCAP_ STEPHEN GEORGE WORTIR CERTIFIED No. 235 DESIGNED DRAWN CHECKED me,. DATE 1 1/02101 PRJ ND. BW / FI- 01 -II WORTHY AND ASSOCIATES LANDSCAPE AHCtlITHCPUBE RECREATIONAL PLANNING AND DESIGN 1852 FIRST AVENUE SUITE NUMBER 606 SEATTLE. WASHINGTON 66101 TEL206948-9270 FAX.306- 496-0607 QUIK PARK OF WASHINGTON LLC SRO SITE TUKWILA, WASHINGTON IRRIGATION PLAN SHEET NO. L I PIPE IN 3" SLEEVE 2" PIPE IN 4" SLEEVE 2 \ DRIP CIRCUIT n 2" PIPE IN 4" SLEEVE DRIP SYSTEM 1" PIPE IN 2" SLEEVE SEE SHEET L7 -L9 FOR IRRIGATION SCHEDULE AND DETAILS. 3" PIPE IN 6" SLEEVE 3 R 21 "" 2 PIPE N 6" SLEEVE IPE IN 2" SLEEVE 3 4" PIPE IN 2" SLEEVE 111 3 4" PIPE IN 2" SLEEVE 3 4" PIPE IN 2" SLEEVE 3 4" PIPE IN 2" SLEEVE 1" PIPE IN 2" SLEEVE 1 1 4" PIPE IN 3" SLEEVE 1t 1 PIPE IN 3" SLEEVE 11/2" II /4 11 111 3/411 _ _� �� �- 3/49 3 4" PIPE N 2 SLEEVE 1" PIPE IN 2 SLEE % 1I2" PIPE IN 3" SLEEVE 1- J_ _L 2' PIPE N 4" SLEEVE 1" PIPE IN 2" SLEEVE C C C C C C C C 3 4" PIPE IN 2" SLEEVE 21/2" OF 111 11/ 2" PIPE IN 4" SLEEVE 1" PIPE IN 2' SLEEVE I'4" PIPE IN 3" SLEEVE 21/2" PIPE IN 6 " SLEEVE MIEN 3 4" 34 " r/i/� i /riA► /L/ x a I ' 4 " 1'4" PIPE IN •q 3" SLEEVE 1 3" SLEEVE OCATE CONTROLLER N ' TENANCE 1UILDI . VERIFY LOCATION WITH grI /I / / /I// /I /I/ /IIII A, /II I.I /I,�' /I / / / / /// /III / I►'II / I / .r - / /I /IiIIII.l i/I I // /I /II 111 111 3 ' / 4 n ,I � tt• liEM 3/4 �I _ �� gmErni $ � so — 1 3/41" 3 a \ / DRIP 0 CIRCUIT .2 DRIP SYSTEM DIAGRAM 1149 REVISION 3 4" PIPE IN 2" SLEEVE 11 \ INSTALL i c�iciGATION LATERALS AT 12" DEPTH i WHERE CONFLICT EXISTS WITH RETAINING WALL \\ GEOGRID. 1'4" 11/211 10/02/01 01 -11 DRIP 1 E w i .,., er r .a r l // i il lilllI�i - uu 6ur - - PT � ia1 CL PT PT , Q 13 +00 DRIP SYSTEM DRIP EMITTERS FOR TREES WORTHY AND ASSOCIATES LANDSCAPE ARCHITECTURE RECREATIONAL PLANNING AND DESIGN 1992 FIRST AVENUE BUTTE NUMBER 800 SEATTLE, WASHINGTON 99101 TEL.206- 440 -9270 FAX208 -948 -0807 IRRIGATION PLAN QUIK PARK OF WASHINGTON LLC SRO SITE TUKWILA, WASHINGTON I 1 1.1.111 1 1 1 1 111 1 RECEIVED 0' la � � ,� a 40' 3 11 1 INE I EEVE, WIRE SLEEVE SIMMININEI 2" PIPE N 4" SLEEVE, /4 I 1 14 I1 / 4 11 11, D DRIP SYSTEM 13 +00 DRIP EMITTERS FOR E IN :EVE 11 I.. 5 30.80 1C4 \ „ : I IRRIGATION REVISION PER ADDED TREES. INSTALL ADDITIONAL DRIP EMITTERS ON VALVE •0 AS REQUIRED, INSTALL PER DETAIL A 5HEET L9. o.,117 CENTEP 3 S. 3/ 3411 3 3 3411- •• �""I O (IRRIGATION NOTES 34 2" MAINLINE AND 1" PIPE IN 6" SLEEVE, 2" WIRE SLEEVE I 3411 3/ i x/77 —/777- TT7777—/— SEE SHEET L8 -L9 FOR IRRIGATION SCHEDULE AND DETAILS DX3" NIP SCH 80 PVC 50° SXT ELL SCH 40 PVC SCH 40 PVC PIPE LENGTH AS REQUIRED PVC FITTING 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 LATERAL ALIGNMENT 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. S. ADJUST AND RELOCATE IRRIGATION LINES WITH OWNER'S REPRESENTATIVE'S APPROVAL AS NECESSARY TO OBTAIN FULL WATER COVERAGE. DRIP EMITTERS TO BE LOCATED FOR OPTIMUM ROOT CONTACT. 1. ALL ELECTRIC VALVE WIRING SHALL BE IRRIGATION CONTROL CABLE TYPE "UP." 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. EACH VALVE SHALL BE CONNECTED TO A SEPARATE CONTROL WIRE. PROVIDE 120 VOLT A.G. POWER HOOK -UP TO THE CONTROLLER 10.ALL ELECTRIC JOINTS SHALL BE MADE USING THE APPROVED ELECTRICAL CONNECTORS. Il. EACH CONTROL VALVE SHALL BE INSTALLED IN A VALVE 50X. 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 IN5T ^1_LED 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 8E AT OPTIMUM LOCATION FOR ROOT SYSTEM CONTACT. I6.INSTALL IRRIGATION LATERALS AT 12" DEPTH WHERE CONFLICT EXISTS WITH RETAINING WALL GEOGRID. SEE WALL DETAILS FOR GEOGRID DEPTH. NOTE: USE PVC FEMALE REDUCING ADAPTERS AT BOTH INLET AND OUTLET SIDE OF VALVE FINISH GRADE TREES JUMBO VALVE BOX AND COVER WITH BOLT LOCK W/ JUMBO BOX EXTENSION SEE SPECIFICATIONS O AUTOMATIC GO1 \/ALl/E St=RAY C IRCUITS I/IiIE LATERAL PIPE LINE ;-• GRAVEL SUMP -6" DEPTH ° � � � 3 /4'' R WASHED (Voo C DRAIN ROCK 14 I UF UL COMMON WIRE (WHITE) 14 -I OF UL LEAD WIRE (RED) 14 -I UF UL SPARE WIRE (YELLOW) N.T.S. BARK MULCH CONTROL VALVE DX3" NIP SCH 50 PVC UNION SCH. 50 PVC NOTE: SEE DETAIL D SHEET L9 FOR DRIP CIRCUIT CONTROL VALVES I IC 4 TION REVISION PER TREES. INSTAL ADDITIONAL DRIPIEMITTERS ON VALVE M0 AS REQU RED, INSTALL PER DETAIL A SHEET LS. 18 +00 NO. REVISION STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHtfECT —razz DATE CERRFlED No. 235 DESIGNED DRAWN CHECKED SW/ML EMWHL ML/8W PRJ N0. WORTHY AND ASSOCIATES LANDSCAPE ARCMTPUTIME RECREATIONAL PLANNING AND DESIGN 1.982 FIRST AVENUE SUITE NUMBER 808 SEATTLE, WASHINGTON 98101 TELDOS -448 -9270 PAXS06- 448.0607 SCALE: 1 " =20' -0" 0' 10' 20' QUIK PARK OF WASHINGTON LLC SRO SITE TUKWILA, WASHINGTON IRRIGATION PLAN 40' SHEET NO. CONCRETE VAULT WITH LOCKING COVER, 25TA BY FOGTITE OR APPROVED EQUAL 10 ". PIT AND LID WITH BOLT LOCK 6" DIA. PVC SLEEVE 3" MIN SCH_ 80 PVC 90° ELL UNION EA. SIDE STRAINER 1 12" MIN. SHUT-OFF VALVE (GATE VALVE) 3 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 CONC. BLOCK SUPPORT AT EACH CORNER ®QuL E C1 -1ECD 'VAL 'VE ,4SSE I ■.T.S. MASTER VALVE JUMBO VALVE BOX AND COVER WITH BOLT LOCK W/ JUMBO BOX EXTENSIONS SEE SPECIFICATIONS FINISH GRAPE \� / // \\. / \ / / \ \� /\ PVC MALE ADAPTER 3" MAX. 12" .DEPTH PEA GRAVEL maim ; Ai t I. s / / / / / / � \ l H R TO 2 \/ REDUCING BO? SIDES 3 LINE \ / \ FROM DCVA 6" MIN. 30" MIN. 6" MIN. 2" DOUBLE CHECK VALVE ASSEMBLY FEBCO 850 U SYSTEM BLOW DOWN (I" QCV) 3" MIN. 3" TO 2" ADAPTERS BOTH ENDS OF DCV PERORATED 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 10% ABOVE LARGEST IRRIGATION CIRCUIT. TO AUTOMATIC IRRIGATION VALVES PVC MALE ADAPTER 3/4" WASHED DRAINROCK, 6" DEPTH. 0 1 1,4STEFR FLOW SE:NSOIR N.T.S. LEVELING SEE NOTE TO MASTER VALVE AND FLOW SENSOR 1 C °oo o°oo - ow) ga�s79 /- a0o a o�0o a0ooU0o PAD FILL. J/ 3' -0" MIN. SLEEVE - 6" *2 SEE NOTE 0 1 SCHEDULE 80 ) SLEEVE DETAIL NTS REVISION NO. RETAINING WALL FINISH GRADE =111 1 ? 11 111 - 11 " 2 1 IHIH1I. � Ik= l�lll = =11 PVC IRRIGATION VALVE SCHEDULE DETAIL VALVE • EST. GPM SIZE DESCRIPTION El 0 U IJ m to U U IRRIGATION LEGEND DETAIL SYMBOL MANUFACTURER MODEL NO/DESCRIPTION 0 IDCVAI 0 STATE OF WASHINGTON REGISTERED LANDSCAPE 4, WHITE STEPHEN GEORGE 'WO.RCY CERTIFIED No. 235 11.10 33.50 24.21 4288 66.18 22.20 82.11 2" 200 -PEES XCZ -100 COM 2" 200 -PEES 1 I50 -PEES 100 -PEES 150 -PEES 5921 5531 10.12 31.91 86.46 6922 1230 62.90 6280 85.02 RAINBIRD APPROVED © RAINBIRD IH I II 11, 1 150 - PEES -PRS -5 35 I I50- PEES -PRS -B 35 I II i n 11, 11, 2" 1 211 2" 2 " 11/2" P' 2 o DESIGNED DRAWN CHECKED DATE PRJ ND. BU4ML 5111MIL ML/SN II /ED /01 01 -II XCZ -I00 COM XCZ -I00 COM I50 -PEES 150 -PEES 200 -PEES I50 -PEES 200 -PEES 200 -PEES 200 -PEES 150 -PEES I50 -PEES 2" 200 -PEES 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 DI551) PSI COVER 35 SHRUBS / TREES 35 DRIP 35 LAWN 35 SHRUBS / TREES 35 SHRUBS / TREES 35 LAWN SHRUBS / TREES SHRUBS / TREES 35 DRIP 35 DRIP 35 SHRUBS /TREES 35 SHRUBS / TREES 35 SHRUBS / TREES 35 SHRUBS / TREES 35 SHRUBS / TREES 35 SHRUBS /TREES 35 SHRUBS /TREES 35 SHRUBS / TREES 35 SHRUBS /TREES 35 SHRUBS /TREES RAINBIRD FEB AUTOMATIC CONTROL VALVE - SEE VALVE SCHEDULE FOR VALVE SIZE AND MODEL DOUBLE CHECK VALVE ASSEMBLY 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 3to i+ FINISH GRADE 11 =111 111 - 111= )Ii -1iI- I' -6" MIN. WORTHY AND ASSOCIATES LANDSCAPE ABCIDTSCTURE RECREATIONAL PLANNER) AND DEERE P 1982 FIRST AVENUE SUITE NUMBER 000 SEATTLE. WASHINGTON 90101 TEL200- 1413-9270 PAL200.940.01301 IRRIGATION HEAD SCHEDULE DETAIL SYM. MANUF. MODEL NO. p RAINBIRD 1800- PRS -ISEST RAINBIRD 1800 -PRS -ISSST RAINBIRD 1800 -PRE -ISSST 191 RAINBIRD 1800- FRS-I5SST • RAINBIRD 1800 - PRO -ISO m RAINBIRD 1800- PRS -15T m RAINBIRD 1800 - PRO -ION RAINBIRD I800- PRO -I5TO RAINSIRD 1800- PRO.15F RAINBIRD 1800- SAM -6 -VAN ISODEG • RAINBIRD 1800- SAM -6 -VAN 90DEG ▪ RAINBIRD 1000-SAM-SO • RAINBIRD 1000-PRO-ST 4e RAINBIRD 1800- PRO -SH . RAINBIRD 1800 -PRO -SF ▪ RAINBIRD 1800- PRO -100 - RAINBIRD 1800 -PRE -ION O RAINBIRD 1800 - PRO -IOF • RAINBIRD 1800- PRS -I20 O RAINBIRD I800- PRS -I2T • RAINBIRD 1800- PRO -12H e RAINBIRD 1800 - PRO -12T0 • RAINBIRD 1800- PRO -127T O RAINSIRD 1800- PRS -12F S RAINBIRD I800- PRO -12 -VAN NOTE: USE 6" POP -UP RISERS IN SEEDED LAWN AREAS AND 12" POP -UP RISERS IN ALL SHRUB AREAS PIPE SIZING SCHEDULE FOR SCHEDULE 40 IPS PLASTIC PIPE PIPE SIZE FLOW RATE (GPM) 3, II 11, 0, 21/2" 3" I "x3" NIPPLE SCH. 80 PVC (2) I" 90° TxT SCH. 80 PVC (2)- PVC FITTING 0 -6 GPM 1 -10 GPM II -I8 GPM 19 -28 GPM 29 -48 GPM 49 -68 GPM 69 -110 GPM 3/4" ROUND WASHE DRAIN ROCK Q (QTY: 1.5 CF.) I 10" 4 AMETEK PIT AND LID WITH BOLT LOCK BARK MULCH 1 11 =ITI -1 i hTCC =TI1 -711" 2" MIN.'' III -111 1 111 ;,11 I QUICK COUPLER VALVE 0 4 x 30" REBAR STAKE STAINLESS STEEL HOSE CLAMPS (2) "x6" NIPPLE SCH 80 PVC I" 90° ELL SCH. 80 PVC �0 I "x3" NIPPLE SCH. 80 PVC (2) � °�I" 90' TxT SCH. 80 PVC (2) 1"x12" NIPPLE SCH. 80 PvC GPM P.S.I. COVERAGE 0.61 30 4'XI5' 1.21 30 45(30' 065 30 4'X30' 129 30 4'X30' 0.92 30 15' RAD. 1.23 30 15' RAD. 1.85 30 15' RAD. 218 30 15' RAD. 3.10 30 15' RAD. 0.60 30 6' RAD. 031 30 6' RAD. 026 30 8' RAD. 035 30 8' RAD. 052 30 8' RAD. 1.05 30 8' RAD. 035 30 10 RAD. 0.19 30 10 RAD. 158 30 10' RAD. 005 30 12' RAD. 0.81 30 12' RAD. 130 30 12' RAD. 1.55 30 12' RAD. 1.14 30 12' RAD. 200 30 12' RAD. 005 30 12' RAD. MAIN LIng -r QLIICi< COUi=LEF N.T.S. IRRIGATION SCHEDULE AND DETAILS RECEIVED CCITY, TLI ✓W!l PERMIT CENTS. QUIK PARK OF WASHINGTON LLC SRO SITE TUKWILA, WASHINGTON SHEET NO. LS 90° TXT ELL SCH 80 PVC NIPPLE SCH 80 PVC SLxSLxT PVC FITTING TREE JUMBO VALVE BOX W/ COVER AND BOLT LOCK SCH 40 PVC MAIN LINE AT 18" DEPTH EMITTER BOX /a" DISTRIBUTION TUBING EMITTER TEE EMITTER LOCATION (6) EMITTERS PER TREE 3 -INCH MIN. DEPTH OF 3/4 -INCH WASHED GRAVEL DRIfi=' EMITTEIRS POR Ti�EES SEE PLAN FOR TREE LOCATIONS 3" MIN. 11118Elgorgliat elm SINGLE- OUTLET EMITTER: RAIN BIRD XERI -BUG EMITTER XB -I0 (6) PER TREE V4 INCH TUBING STAKE: RAIN BIRD TS -025 MULTI- OUTLET EMISSION DEVICE: RAIN BIRD 6- OUTLET DISTRIBUTION MANIFOLD EMT -6X POLYFLEX RISER: RAIN BIRD FFR -12 (LENGTH AS REQUIRED) ��FINISH GRADE \ AUTO CONTROL VALVE ASSENBL'I' (DRIP CIRCUITS ONLY) N.T_S_ 120 GPI-I MINIMUM -900 GPH MAXIMUM EACH VALVE SUBTERRANEAN EMITTER BOX: RAIN BIRD SEB -6X RETROFIT PRESSURE REGULATOR: RAIN BIRD PRS -050 PVC LATERAL PIPE PVC SCH 80 CLOSE NIPPLE PVC 504 40 ELL RAINBIRD CONTROL ZONE KIT XCZ -I00 COM. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. SCH S0 PVC UNION 14 -I UF UL COMMON WIRE (WHITE) 14 -I UF UL LEAD WIRE (RED) 14 -I UF UL SPARE WIRE (YELLOW) MAINLINE - LATERAL PIPE LINE PLACE BRICK AT EACH CORNER (4) PER BOX 3 /4" WASHED DRAIN ROCK, 6" DEEP RAINBIRD XCZ —I00 COM AUTO CONTROL VALVE ASSEMBLY SEE DETAIL A SHEET 1 FOR SPRAY CIRCUIT CONTROL VALVES 12" MAX. FROM EDGE OF PAVING DRAIN/FLUSH VALVE III -111 I lls ; II1 -1 SPACE DRIPLINES 12" O.C. PARALLEL TO SLOPE \ S T STEN ID AGI Al 1 N.T.S. III MI1 MININ I' -6" MIN. TRIPLE SWING JOINT DO! �- FINISH GRADE 6" POP -UP HEAD 3 /4 "x3" NIPPLE SCH 80 PVC 3 /4" 90° ELL TXT SCH 40 PVC 3 /4" 90° STR ELL MARLEX (2) 3 /4 "x8" NIPPLE SCH 80 PVC LATERAL PIPE LINE IRizIC.ATION LAWN HEAD E SUJtNC —JOINT DETAIL N.T.S. FCs. MULCH COVER DRIP LINE WITH 2" OF BARK MULCH 0 697 6" DRAIN /LUSI --I VALVE N.T_S_ 18" MIN. TRIPLE SWING JOINT 1/2"x8" NIPPLE SCH 80 PVC STANDARD VALVE BOX WI COVER WITH BOLT LOCK 3 /4" PVC BALL VALVE 0 0 O ! . 0 3/4" WASHED DRAIN ROCK, 6" DEEP FINISH GRADE 12" POP -UP HEAD �- LATERAL PIPE LINE /2" 90° STR ELL MARLEX (3) I IziICAT f ON SI —I?U8 I --LEAD F SUJINC —JOFNT DETAfL N.T.S. FINISH GRADE (F.G.) MULCH 3 /4" x 5' GATES FLEXOGEN GARDEN HOSE 3 4" MA (MIPT x INS) NO. REVISION STATE OF WASHINGTON REGISTERED LANDSfi1PE ARCHR STEPHEN GEORGE iYORITT: CERTIFlED No. 238 DESIGNED DRAWN BUM CHECKED Eq,/8W DATE 11/03/01 PRJ NO. 01 -II WORTHY AND ASSOCIATES LANISCAPE AEC@1BLTUEE RECREATIONAL PLANNING AND DEMON 1982 FIRST AVENUE SUITE NUMBER 608 SEATTLE, WASHINGTON 98101 TEL.206918 -8270 PAX208- 448 -0607 QUIK PARK OF WASHINGTON LLC SRO SITE TUKWILA, WASHINGTON IRRIGATION DETAILS SHEET NO. L P.ECEIV'c0 Clry OF T::u';,II r PERMIT C,N E.: No. Date b .E. 354.7 B.E. 349.90 GRADING NOTES A. THE CONTRACTOR SHALL NOTIFY THE ON SITE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. B. MAXIMUM SLOPE STEEPNESS SHALL BE 24:IV FOR FINISHED CUT AND SLOPES. C. UNLESS OTHERWISE SPECIFIED, ALL EMBANKMENTS IN THE PLAN SET SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 2- 03.3(14)B OF THE WSDOT STANDARD SPECIFICATIONS. EMBANKMENT COMPACTIONS SHALL CONFORM TO SECTION 2- 03.3(14)C, METHOD B OF SAID STANDARD SPECIFICATIONS. D. EMBANKMENTS DESIGNED TO IMPOUND WATER SHALL BE COMPACTED TO 95% MAXIMUM DENSITY PER SECTION 2- 03.3(14)0, METHOD C OF WSDOT STANDARD SPECIFICATIONS. E. ALL AREAS RECEIVING FILL MATERIAL SHALL BE PREPARED BY REMOVING VEGETATION, NON— COMPLYING FILL, TOPSOIL AND OTHER UNSUITABLE MATERIAL, BY SCARIFYING THE SURFACE TO PROVIDE A BOND WITH THE NEW FILL, AND WHERE SLOPES ARE STEPER THAN 3A:I0 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 FROM ON —SITE EXCAVATION, AS APPROVED BY THE ENGINEER. Revision IWALL Al E. 368. B.E.360.1 Appr. SW 1/4, SEC 22, TWP 23, R 4 E, W.M. Perteet Engineering, Inc. MATCHLINE -SEE SHEET 2 SCALE IN FEET 10209 Bndgeport Way SW, Suite C -1, Lakewood, WA 98499 (253) 984 -7138 60 90 EXPIRES 9/2/2002 .0 H: 1.0 V TEMP. CONSTRUCTION EASEMENT PER K.C. REC. NO. 20010612001480 FELL LEGEND: 000.50 TOP OF PAVEMENT ELEVATION EXISTING PARKING IWSHII BIBLE CHURCH (SEE WALL PROFILE SHEETS FOR TOP OF WALL ELEVATIONS) T.E. XXX.XX TOP OF WALL ELEVATION `B.E. XXX.XX BOTTOM OF WALL ELEVATION DEWATERING NOTES I. THE GEOTECHNICAL REPORTS INDICATE THE PRESENCE OF SUBSURFACE WATER AT VARYING DEPTHS. DEWATERING MAY BE NECESSARY. 2. THE CONTRACTOR SHALL PROVIDE ALL DEWATERING WORK AND OTHER NECESSARY WORK TO ALLOW COMPLETION OF THE CONSTRUCTION OF THIS PROJECT. Drawn By KMH Designed By JJK Checked By RSH Approved By __110' --20' 25' LIMIT OF RESTORATION (WORST CASE 0 1.0 H:1.0 V) RESTORATION LINE TO BE ADJUSTED BASED ON ACTUAL LIMIT OF CUT. PARKING LOT PAVEMENT RESTORATION Date 04/01 04/01 04/01 SCALE 7' 1 " =30' Project Number 98802 SEE SHEET R3 EXIST. CURB ES 342 T.E. 342.59 56 33 B.E. 340.90 T.E. 349.95 B.E. 347.60 340 Nog DUST CONTROL NOTES OFF- AIRPORT PARKING SITE PLAN & RETAINING WALL WA L CONSTRUCTION SEQUENCE I. CONTRACTOR TO SCHEDULE AND ATTEND PRE — CONSTRUCTION MEETING WITH CITY OF TUWNILA, GEOTECHNICAL ENGINEER, CIVIL ENGINEER AND UTILITY COMPANIES. (CONTACT ENGINEER PRIOR TO ANY CHANGES OR MODIFICATIONS TO STORM DRAINAGE FACILITIES) 2. INSTALL ORANGE CONSTRUCTION FENCE AROUND THE WETLAND AREA AND BUFFER ZONE ADJACENT TO MITIGATED WETLAND. 3. SEE WALL SPECIFICATIONS SHEET 9A 4. SEE GRADING PLAN FOR TEMPORARY EROSION CONTROL. QUIK PARK OF WASHINGTON LLC SHEET OF 4 I. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE OF TEMPORARY GROUND COVER AND OTHER TEMPORARY i 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. 5 3. ALL TRUCK TRAFFIC MUST USE THE CONSTRUCTION ENTRANCE AS SHOWN ON THE T.E.S.C. PLANS TO PREVENT CARRYING MUD INTO STREET. 4. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS M ADJACENT TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC 0 SHALL BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON —SITE CONSTRUCTION. T.E. 329.50 T.E. 333.90 B.E. 328.5. B.E. 330 8 330 _ —a- 4 IP lh 3 J I i / / if ((■ I /I T.E. XXX /8.E. XXX 30 0 \ �r N RIM ^ MH_#260 ELEV =303. T.E. 316.54 B.E. 304.60 MATCHLINE -SEE SHEET 1 0 30 60 90 SCALE IN FEET N. Date Revision By Appr. Perteet Engineering, Inc. 10209 Bridgeport Way SW, Suite C -1, Lakewood, WA 98499 (253) 984 -7138 T.E. 313.88 B.E. 304.57 BILLBOARD EX. SSMH #261 RIM. EL. 301.40± L� 302 +% CAR PORTS � B.E. 330.80 - �w �', T.E. 333.80 � ' 330 .332.20 ►1'I��_�/�i IGN T.E. 333.35 B.E. 332.60 S 158TH ST. E7 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 FROM ON —SITE EXCAVATION, AS APPROVED BY THE ENGINEER. r OKW44 LEGEND : l 0 9 1002 XXX.XX TOP OF PAVEMENT ELEVATION " Mir (SEE WALL PROFILE SHEETS FOR TOP eR TOP OF WALL ELEVATIONS) T.E. XXX TOP OF WALL ELEVATION B.E. XXX BOTTOM OF WALL ELEVATION 194 SEE SHEET R3 1: &gokil Drawn By KMH Designed By JJK Checked By RSH Approved By Date 04/01 04/01 04/01 SCALE 1 " =30' Project Number 98802 QUIK PARK OF WASHINGTON LLC OFF- AIRPORT PARKING SITE PLAN & RETAINING WALLS SHEET 2 OF CB TYPE .1 RIM 349:70 IE 346.63 98 LF..12 "'. SD S= .0.8%. WCB ; 5 B RE 1 RIM 346.11 IE 341.00 L 0801 DRAINAGE REVISIONS 6 09 /o1 FLOW DISPERSIAL PIPE 10209 Bridgeport Way SW, Suite C -1, Lakewood, WA 98499 (253) 984 -7136 OFF- AIRPORT PARKING STORM DRAINAGE PLAN No. TYPE 2 CB WITH OIL WATER SEPARATOR Qt CB ;1 TYPE 2, 54 0 REUSE EXIST. CONTROL STRUCTURE OR INSTALL NEW PER CITY OF TUKWILA DWG. NO. DS -13 & DS -6 IE OUT = 342.25 (ADJUST PER EXIST. PIPE INVERT CONNECTION) Q 17 F 1 " SD S= 1% IE 344.17 IE 342.08 TYPE 2, 54"0 RIM 348.004 IE 344.83 (S) IE 340.90 (N) INSTALL OIL -WATER SEPARATOR PER CITY OF TUKWILA PER DWG NO. DS -13 & DS -6 WCR }� 1 CB TYPE 1 RIM 355.36 IE 352.86 © INSTALL FLOW DISPERSIAL PIPE PER DETAIL B so\ CB CB TYPE 1L RIM 351.0 4 IE 345.98 (S &N) CONSTRUCTION SEQUENCE IE 347.904 (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) 2. INSTALL AND 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. FILL AND GRADE SITE. 5. PRIOR TO PAVING SITE, CONTACT CITY FOR STORM DRAINAGE INSPECTION. 6. PAVE S. 158TH PER PLAN. DUST CONTROL NOTES 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. Date Revision CB #3 CB TYPE 2, 48 "0 RIM 354.304 IE 347.30 (N &S) SW 1/4, SEC 22, TWP 23, R 4 E, W.M. MATCHLINE -SEE SHEET P12 sommowassmatiVA s �� , ,,:,, ■∎1 � �� j� '� � _ •ROPERTY LINE _____ � �►� ►�v .jai � '.►•�i'r�i►O�" I a �,Iy 4.# �' I I�I�� Y• INSTALL CURB ,Sc ASPHALT OVERLAY. REGRADE TO DRAIN TO CB P, SHOWN CB TYPE 2 RIM 363.76 IE. 360.26 NE) IE 360.16 ( & NW) 0 30 60 90 SCALE IN FEET 71.20 4 IE 363.90 (SW) EASEM T SEE SHEET R3 GENERAL NOTES 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 DRAINAGE NOTES 0 REMOVE EXISTING DRAINAGE STRUCTURE O REMOVE EXISTING DRAINAGE PIPE O CONNECT TO EXISTING DRAINAGE STRUCTURE 0 INSTALL EXTRUDED CEMENT CONCRETE CURB TYPE 6 5K CONNECT EXISTING PIPE TO CATCH BASIN O INSTALL CLEAN OUT AT 300 FT INTERVALS 0 CONNECT TO EXISTING 18" CMP WITH FERNCO COUPLING. SCALE 1 " =30' Project Number 98802 6" DRAIN PIPE 6" PERFORATED UNDERDRAIN PIPE tvli* RECENEp CI71'CFTD4, Nov 132001 PER MITCENTER APPROVED UNDER PERMIT NO. MIO 1- 132. FOR INFORMATION ONLY QUIK PARK OF WASHINGTON LLC SHEET S WC CB RIM IE 3 6 F 12' SD CB ;8 CB TYPE 1 IM 324.95 IE 322 ;4 CB TYPE 1 RIM 324.45 IE 321.85 W) 3241E 321.75 (S) IE 321.65:(L) ECB ;9 CB TYPE 1 RIM 323.03 IE 320.45 8 LF 12" SD CB TYPE RIM 330.95 E 328.35 W) IE 328.35 N) 42 LF 12 5 411/ CIE/11 /Air A 1• r h Ir Ire r� r. Ir Ir , IE 315.88 TI VAULT IE 313.00 (5) �� 18 1 DETAILS S1 TO S7 59 'I 80' SOB #18 CONC. INLET 3P; 1 I 1 w � T . L SI P R D :T L F 0 DISPER I " E P R D AIL A TY'E WA E' •U RS 4 1 D S= 20.0% C: ; 5 CB TYPE 2 RIM 333.15 I E 331.54 (S) IE 328`.65 (5) .3 LF 12" SD S= 10% 2 LF 18 1 IF 12" SD 5.3% cn I: 312.20 (N) CB TYP RIM 32 IE 318. IE 318. INSTALL FLO PIPE PER DE 6' DRAIN PI E DE EDGE FLOW DISPERSAL PIPE FOOTING DRAIN FOR WALL B STRUCTURE CHANGE Revision X 3 , DRAINAGE NOTES Cl) INSTALL EXTRUDED CEMENT CONCRETE CURB TYPE 6 O INSTALL CLEAN OUT AT 600 FT. INTERVAL N RIM SSMki_ #260 ELEV= 303. 5 MATCHLINE -SEE SHEET P11 JJK Appr. 0 30 60 90 SCALE IN FEET Perteet Engineering, Inc. 0209 Bridgeport Way SW, Suite C -1, Lakewood, WA 98499 (253) 984 -7138 EXPIRES 1/15/03 GENERAL NOTES Drawn By Date KMH 10/01 Designed By NWC 10/01 Checked By RC 10/01 Approved By 302 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 1 " =30' Project Number 98802 EX. SSMH #261 RIM. EL. 301.40± P LCo) N a 6 302 CB TYPE 2 WITH SOLID LID RIM 313.90 IE 311.02 (5) IE 310.20 (N) IE 310.00 (W) 1 .45 5 (W) 0 (N) DISPERSIAL AIL B 0 S 158TH ST. SIGN , � 194 Py - ^� 0 stra y A. OFF- AIRPORT PARKING STORM DRAINAGE PLAN SEE SHEET R3 "Do tor War QUIK PARK OF WASHINGTON LLC RECE CITY CF TUKWIUI NOV 1 3 2001 PERMIT CENTER APPROVED UNDER PERMIT NO. MI01 -132. FOR INFORMATION ONLY SHEET P12 OF 9 6 SW SEC 22, TWP 23, R 4 E, W.M. / 'o o X4, /.* , \ (S' !,,,, ,. :1 6 - ;i 6 ia .. ►, - -� \- LIMIT OF TYPE 3 WETLAND PER B TWELVE - - A // \ cy & ASSOCIATES ON SITE FLAGGING \. Z 1 k rn t µ � . %. / ` 5039 S.F. - - -- � ------ --- — — . . - - I i --.. .."--:,___ -,.—. /J f P • III -- 1 —T,= til 1 -- r e 4.--..,-- .L. sc._ . IIP.Pr& ,''' ,./' 4a :I 1 arlea 11 an . ,,,/ • # / , ► c � r ir H ,I II iI , / h �,� • • • '_ ____ , ' . . IIII � - - 1 1 1 1 —) ; —� '- ) ( - -i (— x , ,,' � ' 1 I ��I� 1 lim, . 1 x 0 \ %,�, , 4 1 II , .. S',/ 14 MI in : I ,1 1111 MINI \ ( =, lid �� _ ) I— Ma - I 1 1 i j 1 \ 1 CONSTRUCTION NOTES GENERAL NOTES 0 30 60 90 Q \ 0 KOR N SEAL BOOT PIPE 1. SEE SHEET P35A FOR DETAILS SCALE IN FEET \ I \ CONNECTION, OR EQUAL. TA 10 +93 APPROVED UNDER PERMIT NO. MI01 —1 32. 360 340 ST. _ — — NE FINISH •BADE CLEAN OUT FOR INFORMATION ONLY RIM. 350.40 I.E. 334.67 60 ° --�_ 158"11, S 15a _ ° �12" SD L _ — 1 ALL ' FINI ,H GRADE „ ALL S�� Mill P FT /FT ■� 40 " w c20 e z g. E UT, — 7 6 F7 — -- IM � �' L — 0. 047: _ STA 10 MANHOL RIM 359 ■�� i 18 48' 0 ' - -- E 350.92 I 12" SD INE -i.,, E L 3 6.38 _ RIM. 3'8.20 _ E. 33 .37 I --- --- _ _ ` t .EN3 : -- . 2 E. 327. � � EXIST - - NG GRO ' ST S 3 +36 _ -- .— . _ 1 1 • PVC FT /FT - - ' 04 -- STA 15+ CLEAN 0 RIM. 321 LE,-3- - __ _ I RIM X38 31 :48" RIM 318 = e IE = 30 rAN OUT D FIT YATION, I.E. Jr. 3085 - - -- ' -� — 6 0476 FT/FT A 9 +18 RI 3 6 3 • /j7/ �0 �n.0476 F — �� /FT I= ;�� ` _ - ° LEAN OJT IM. 324 E__3_1_8 ' _ —_ -- 12" SD Lln 09 .30 N ALL 320 EEL CAS -� ■.� 1 .047 6 � /FT 1 RON 100 C -- — S l OG LF S = 0 S D LINE = TA 6+8 EXIST. SS H I {IM = 3.. �� ' / I INE p 00 /FT I v:--. 300— 8 +00 9 +00 ■ SSE SHE:T R3 13 - 00 ■ 12" SD LINE 44 L S = 6" PV 0.105 10 +00 11 +00 1200 4 14 +00 15 +00 16 +00 17 +00 , , w s : - ' "6 i1 Drawn By Date KMH 10/01 SCALE QUIK PARK OF WASHINGTON LLC SHEET P35 OF V Perteet Engineenng Inc. H :1 ° =30' V :1 ° =15' Project Number 98802 OFF— AIRPORT PARKING I RECENEO SEWER PLAN & PROFILE crZTUicwL, Nov 1 3 2001 - I I � `� Hf 2 C- 0 Designed By JJK 10/01 Checked By RSH /RC 10/01 10209 Bridgeport Way SW, Suite C -1, Lakewood, WA 98499 (253) 984 -7138 ,, � `, 0 1 N �\ AL E - 1.0 Approved By No. Dote Revision B Appr. 26 LF - 6" D.I. SEE DETAIL 40 LF - 8" D.1. JSE VERTICAL BENDS AS NECESSARY TO ACHIE GRADE IN THIS AREA 1-8" TEE, FLxFL 2 GATE VALVES,j1xMJ 1-8" ADAPTER, FI4MJ 1-THRUST BLOCK DESIGNED LMR DRAWN DRD 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 LE 16- STEEL CASING UNDER WALL r DETAIL #1 N.T.S. / • / •••/"/ L.., I it /1!!• 1-8"x6" TEE, MJxFL 1-FIRE HYDRANT ASSY' 1-THRUST BLOCK - / , 1 1- 1 11 .7rr 1 1, ! / fl ABANDON-011 R EXIST6" WTE ' 111.119---1-Htl -6 vE „ 1" SERvit_E- • \ \ • E'ASEitiENT (TYP) ,- r F.O.C. 15 P .0.T. \ 2-8---GATE VALVES, FLxMJ \ 1-Er 'TEE, FLxFL \ 1-e BLIND FLANGE -2-THRUST BLOCKS s „ w "2. - 2 0 0 I 1- 1 ---1 ! 1 r1H 1 Id, — cc cc c / / • CI C C „. / — / \ • , • \ / / 8" 90' BEND, RJ W/ DRAG BLOCK 8" 90• BEND, RJ W/ THRUST BLOCK Engineering • Penhallegon Associates Consulting Engineers, Inc. Surveying Planning O ,,,, PH: (425) Kirklan 827-7014 750 Sixth Street So. Kirkland, WA 98033 1-800-945-8408 d • Federal Way • Cle m (425) 827-5°43 SECTION 0 SCALE: NTS c: RETAINING WALL 1-8"x6" REDUCER, RJxFL T 1-FIRE HYDRANT ASSY. INSTALL STEEL CASING UNDER WALL L=. LF 1--45!--8"--BEND MJ 1-THRUST BLOCK King County Water District No. 125 1 5 S7'. , I ... cc rr , d Pf.H -/ •-• 1-45' 87 1-THRUST PROPOSED Rl END, 4 x6EE,--PbcFL 8" FLxMJ 1-45' 8" BEND, MJ 1-8- ADAPTER,.. LxMJ 1-THRUST BLOCK 1-FIRE HYDRANT ASSY. 1-THRUST BLOCK L JT I DETAIL #2 VICINITY MAP REFERENCE INFORMATION FIELD BOOK: XX-X SURV. CPU FILE: XXXXXXX.DWG DATUM: NGVD 1929 SOPPL. ADJ. 1947 , DATE AUG. 29, 2001 SCALE 1"-40' 8" D.I. 6" C.I. REMOVE EXIST, HYDRANT' 10" D.I. REMOVE PIPE & FITTINGS AS REQUIRED. CONNECT TO EXISTING 10" D.I. 1-10" SLEEVE, MJ 1-10"x8" REDUCER, MJxFL 1-8" GATE VALVE, FLxMJ 1-8" SPOOL 1-8"x6" TEE, MJxFL 1-FIRE HYDRANT ASSY, 1-THRUST BLOCK DETAIL #2 CHECKED LMR REVISED CONNEC110N 8 NW CORNER REVISED EXIST. HWD MAIN REVISION 8/01 DATE DH DH APP'S IEVIMI3 D3/04/03 I JOB NUMBER 01156.00 DWG NO. P1156WA.dwq SHEET 1 OF Approved By King County Water District No. 125 Date : 9/4/01 Call before you D/g. 1-800-424-5555 UNDERGROUND SERVICE HisA) QUICK PARK WATER EXTENSION GRAPHIC SCALE 40 0 20 40 80 ( IN FEET) 1 inch = 40 feet 3 (c4 cA M E1 411A NOV 1 3 2001 panwcENTER ANGLE METER STOP TE(CUBI CONCRETE METER BOX W/ HINGED TRAFFIC UD B91.5 FOGTITE OR EQUAL \■ l - I - 4' MI •y _ :II- I FIRE HYOflANi qTY 9TANDMO PER I� I� OIIARO P05T ) • _- h 4' -0' MIN. flADIUS H pF LEVFI. CRQUND M MAN FlRE YDRANT V • - O• - //- ` Wl� y_p• mi.. :'.: 8.. : -: :: .8.: mi A A - _ I -'.: : / ..‘ •\ .. .. NOTES: NEW SECTIONS OF WATER MAIN THAT ARE INSTALLED MEN EXPANDING A DISTRIBUTION SYSTEM MUST BE SEPARATED FROM THE EXISTING SYSTEM. UNTIL SATISFACTORY FLUSHING, DISINFECTION AND BACTERIOLOGICAL SAMPLING HAS BEEN COMPLET THE NEW WATER MAIN MUST BE CONSIDERED CONTAMINATED. IN ADDITION, THE THE CHLORINE CONCENTRATION USED FOR DISINFECTION PROCEDURES (MINIMUM 25 m9 /I) MAKER WATER THTER LINE WHEN FlLLING THE LY AND SUPPLY PIPIYDROSTATIC PRESSURE TESTING O L� AFTER SATISFACTORY TE INSTALLED SAMPLE RESULTS ARE OBTAINED FROM THE NEW WATER MAIN, SECTIONS MUST NS OF CONNECTING PIPE MUST BE INSTALLED BETWEEN IT AND THE EXISTING SYSTEM. BEFORE INSTALLATION, THE INTERIORS OF ALL PIPE AND FITTINGS USED TO MAKE ME CONNECTION MUST BE SWABBED OR SPRAYED N1 TH A 1R AVAILABLE CHLORINE SOLUTION. APPROVED BACKFLOW PREVENTION ASSEMBLY, FEBCO MODEL 825Y, 2" OR APPROVED EQUAL (ll �r 0 HYDRANT f (� '', .II p I' VALVE BOX TO BE OLYMPIC EARS TO BE AIJCNEO VAIN PIPE LINE FOUNDRY OR EQUAL I , v VERTICAL BLX FOR 17V.' - 2TK' - XX 30' BENDS CALVANIZEO(OR ASPHALT COATED STEEL), THREADED fl005 AND vIPE C AMPS ',I 'I, ,II., •111,111111 ' II _ II BOND 111 PIU9 ANCE A : / / 18" � .� /. �� 2' SQUARE �� :Z. 2 ( ) V B () WFi /%// (MCno) SAND >/ /.. % / /. / /. /./ < \� j\�% ✓ /. / /. / /� /� SEE DETAIL 1/3 TOTAL LENGTH/ / f CAPPROSS 0' BEN THRUST BLOCK -TABLE MU. Becrin9 Area Agolnat UndleluNea Sop a X SMALLER � SIZE PIPE C '. B ', . 4 a BN 1°_12 1B ?2 N yD - 11 V. qty„ 30 1 1Y 2215 Sp 22 N 30 ,� 3 0 VERTICAL 1 77 11 25 41 JO 32 BB 132 70 1 84 275 320 18D macs. B FOR 45' BENDS Y. ii 2 J 20 2S 2.0 AO rTr-- ( 1 ,%/ii>, � / � � � �� �� I • � M ARKER \` � /'� VALVE POST F1 - V FVATION ELAN. ri6'- [ DRAWL z -3 �•- .////71,2,,4+ W ro. po, ROCK OR y) ASPHALT COATED I Sln A (R) B (H C (0) D (R E (0) �I.1: 4' MIN. OVER LAP 4 3 ✓ /, ,' W'�ItieP I 1 1 CAP 1 1 _11.11= on, I ra 1au«o,„m ,A IIII'•I King County r 4 1�4• DIA. 1 MIN. T THICKNESS 1 SOLID METAL STCK / �� G // i\� act - T 1 >,>. 2 \�! \ NOTES: WNi P 05T SHALL BE q)NCRETE (MIN. B" PIA). POSTS SHALL BE 3 FEET FROM E CENTER OF 1ME HYDRANT ::. " r"r """ „°"`o aa, .,. /. v VB ��s....��. •Y ITT ow`f/ 11 GI� U ( �:/ 1 MI *New NOTES: 1. BEARING REA OF CONCRETE 1HRU5T -LOCK BSED ON 200 P9 PRESSURE AND SAFE SOIL BEMING A LOAD 22 I /2. BEND OF 2,000 A PWNDS PER SQUARE F00T. B 45' BEND 2 AREA ∎ BE A OJ im FO OT HER PIPE SIZES, PRESS AND 901E CONDITIONS. 3. q)NCRETE BLOCICINC SHALL BE CAST IN PLACE IND E NAVE A MINIMUM OF I/4 9WME FOOT BEARING 4 VALVE SHALL BE CLEM OF JOINTS Tp PERMIT TIMING UP .. a a •Are OP.O= /• q p ,,,,, VPs \•,,.2YO,aY,,.20„ ogre ,P. .0.20 r - � � ^\' MAY BE III I 1 - 2' IP f _____J __ 3/8 SET SCREW. � f II t `- 2 1/4 SQUARE INSIDE MEASUREMENT. 1 /B• MIN. THICKNESS 15 20 25 4.0 4.5 214 SUPPLY HOSE LENGTH AS RET IRED IEMPORMY TEST ORMPLU Y CAP / F BLOCKING � � � � ` U. :: DISC IF EE EN O W1MIN I a: THE EN O __ - 1 _ -___ _ ____ , III' M' -t III OPERATING NUT EXTENSION _ 8 "\ ` Al�7r\Y. AND S HA LL NOT BE IN DIREC U \ �j, /SO. WITH ANY DISCHARG POItis POSTS / ITHAMOR YDRANTS. VALVE MA KER POST FOGRTE pR MPROVED EQUAL PAINT AS SPEGFlED FOR HYDRMT QUMD POST. PMNT DISTANCE FROM TI1E VALVE MMKBt TO THE VALVE ON THE POST WI1H BLACK ENAMEL PAINT, USWC 2• HIGH NUMER VERTICAL BLO FOR i1Y', 22K' ND 30'. 45'. MD 90' BENDS • CONCRETE BLXXONG BASED ql 2 00 PSI PRESSURE AND 25 P51 CpILREIE, M 2000 PSF MIN. SOIL BEMING CMAgTY. • 90'VERTICAL BENDS NOT ALLOWED ON PIPE LMGER THAN B INCHES OIA `_ J di D19MMTL1Np OF JONT. I 1 5. CONTRACTOR SHALL INSTALL BLOCKING MEQUAIE milt , TO WITHSTAND FULL 1EST PRESSURE AS WELL A9 1D CONTNUWSLY WIIHSTANO OPERATION PRESSU UNDER ALL CONDITIONS OF SERVICE. 11 114' BEND 6 ' FOOTING; 1HERffORN EIGHT OF BLOCK MTH BE EQUAL IO 1HAN 1/2 K NE 0EPTM FROM T GROUND BASE. NEW WATER MNN TEMPORARY CAP 10' MAX HYDRANT TEE NOTES: 1. EXTENSIONS ARE REQUIRED WHEN THE VALVE NUT IS MORE THAN 5 FEET BELOW FlNISHED GRADE 2. ONLY ONE EXTENSION, MINIMUM OF 3 FEET LONG, TO BE USED PER VALVE. 4. ALL I E %TENS O ARE TO BT M PACE OF ANDEPTO O YA1H TWO STARS OF METAL PANET TYP. CR PLUG TEMP= TEST BLOCKING r l FILL wRFAGE ro nIE BLOCKS F0 0 OX 7. TNT OUMTITY OF OCRETE DEPENDS UPON THE "sTMCE BETWEEN THE PIPE C MND THE UNg5NR8FD SOIL I STD. DETAIL No. 6 I STD. DETAIL No. 8 STD. DETAIL No. 7 STD. DETAIL No. 8 HYDRANT IN CUT /FILL AREA I STD. DETAIL No. ♦ IL WATER MAIN FILLING DETAIL Wate King County Water Di stric t No. 125 �- NNW:mon AOOW.Iee e, a e on.wuw c VAL EXTENSION / s, iliIdIP Wat Di No. 125 P.ae.B.Waa Am... 3.,.. mow••. mn • nom..,» +w I VALVE MARKER /GUARD P08T8 4 W King County Water Distr No 125 E P•as.1T•a.a 400eleln DmeulB .es ba ....... p er m .. HORIZONTAL THRUST BLOCKING DETAIL d TABLE ! [ � 11 King county Water District No. 125 / Tom' Pa9W8yo9 VERTICAL THRUST BLOCKING DETAIL d TABL � . Uater Kin Count g r Wateo District No 1 25 Peale: Aao.Ota1 mn IP ...w M.e - r,° Arz ° 2/12/0, I TS " sn,cr Awn ton Ploy oATC I I a "aT P „ °� anTa„ n 02"/0/1' oArz ,,,.0., /.. ra. l I Bev.°. I a a rz T 212/08 OE.. ,� loE °BTU a.m�r mamma . i .0. n,2 ,+"� OA,2 APP.OM. m n ...., w ear's: a..nMM ,n:ro, ROT ,., . Iw Pn a,„ - „E n,wE 1P•n,,,•2Ya�Ov „20„ O A,F A•P.O PLOT = 2/1/.. so nM n,.a V'•s•. ° " wP m .,, M w 8 Y•,,.:YUOYw•m,e I a.re ,P..O.ra v., .r °T .,a w.,Y..,aYn.OY.,,2oT. ° " A° " " °"° „ eoe.w2iw Nrnvu•.nAe.nu ANGLE METER STOP TE(CUBI CONCRETE METER BOX W/ HINGED TRAFFIC UD B91.5 FOGTITE OR EQUAL VEER ANC. CHECK VALVE METER SNIVEL NUT x F.I.P. MUELLER H -14244 W MUELLER 15428 / MALE ADAPTER Fl NISH GRADE Kul ANGLE METER STOP SENSUS SEALED MUEER H -28 T CONCRETE METER BOX W/ TRAFF UD N0. 2 FOGTI O EQ I REGISTER PER ANNE CHECK_ MUELLER W/ M�' MALE FINISH GRADE 2' MIN. MEM ppOVIDE TINUST pLpgl QO O LET METEFLAGE ,„„,.,• - 18' FIRE HYDRANT TO 8E PAINTED WM ONO COATS OF • RUSTOIEUM 59 Y u.E W GLOSS. HYDRANTS ARE TO EQUAL MUELLER /A -2015, Up MUELLER M-419. TME ppt 9 SHAIL BRA54 SLEEVE. sIGeWAIx f KMG Ca CURB a GUTTER FINISHED PA ENT. 1H '- / ..‘ •\ .. .. SEE VALVE 80% DETAIL 6' RESNENT WEDGE GALE VALVE CAST IRON LEE I- - -• I4 CCMPRESSION CONNECTION, MUELLER 110 % M.I.P. H -15428 'a 90' ELBOW w F.I.P. x F.I.P. I , v / / / //i.% / 1 / / / / / / / /.Y // 6 X88 -':II %//. ml i ,,W � ,_. .. -� � ' • - • n il ! o q // ,, - //// /F 77 i_ �g �~ �� /%// m il 1 - RnjJ - 1� - m SAND 4r SAND STRAP C PRI VATE Irk PIPE SADDLE. SMITH GLAIR « � SE RVICE OR ROMAC COPP TUBING O, COMPRESSION CONNECTION, DUCTILE IRON MUELLER 110 X M.I.P. H -15428 WATERMAIN CLASS 52 90' ELBOW CORP. STOP F.I.P. x F.I.P. TAPER BY M.I.P. CLOSE NIPPLE, MUELLER H -9969 BRASS •fly Mln. 3' 8 Max. 50' (CEMENT UNED) / L DOUBLE PRIVATE .,e�70' MA�T 'K' - ING SERVICE PIPE COPPER TUB L.'41,•,;• \ \ 1 UNDISTURBED SOIL NOTES: B. C. . 4 P ,� ,s. ( Ifl� 111 MECHANICAL JOINT �� , - � �/ ,%/ii>, -- _ 1 ' \��\\\ MAIN '- (C " 3 .- �'' ((�-.1 �' " WA7ERMAIN CLASS 52 CORP. STOP CC BY FLARE, MUELLER . CC . H- 15000. DIRECT TAP TO NEW OR EXISTING MAIN • ONLY 'i ;M ri6'- [ DRAWL z -3 �•- .////71,2,,4+ W ro. po, ROCK OR y) ASPHALT COATED I STEEL SHACKLE SEE BLOCKING CONC. BLOCKING RODS. pETA1L DIM. 1' %1' %3' e' DIA OUCTIE UNDISTURBED IpW PIPE SqL FUNGE JOINT HYDRANTS SHALL BE EWJIPPED YAM TYN 2 1/Y N.S.T. HOSE PORTS MO ONE 5' SIORTZ PUMPER DISCHARGE CONNEC110N 5 1%4' MAIN OPENMG SHALL NAVE 18 ABpVE GRADE LE Ell mE CENTER OF TIE M PUMPER DI SCHARGE PORT. NHERE NO WPB IS INSTALLED, FIRE HYDRANT SHALL BE LOCATED (IN RELATION TO STREET CENTER UNE) CLOSE =Var. HYDRANT INSTALLATIONS TO BE PER Ial WUTDAEN STMDARD iS P. AND REQUIREMENTS OF TUKWILA MUNICIPAL CODE 14.24 AND qTY ORDINANCE Olt GTY OF SIEATAC flE 2 I STD. DETAIL No. 2 • 4Y SST KI AFuN TAC AND TUKWILA STD. DETAIL No. 3 IF EXISTING MAIN STD DETAIL No. 1 IS D.I. THERVnSE USE . O I SADDLE W/ CC THREAD A P'mWii•4oa A.aw.l., 3/4• d 1' DOMESTIC SERVICE DETAIL � l((Gk ;, iu,nl0 p( King County Water Di No. 125 n s i A S E = m9• ,r n,..N,a .m.m c..wu'I".e 1 -1/4' & 2' DOMESTIC SERVICE DETAIL ✓ /, ,' W'�ItieP 117E7 P�y.B,{m .moVW FIRE HYDRANT ASSEMBLY DETAIL •j 9 WI 3 1 King County Water District No. 125 vin OAR * snn, on, I ra 1au«o,„m ,A usixrT .wvxm0 King County 0-TX e=oM+a �.""..w1" a. � * 002. .a I m °. � qa � Coma., + �, a,a 00 .l. „, ml = r 0 s�....alaer , Ear c VV. aM Ox M DD„ I l °B1^1p$ " r"r """ „°"`o aa, .,. nu: NAVE v,Y•maYCww.2oa BRIE ,PRi°Y5 Water District N o. 125 PLOT .,. nM.A,. W,W„a \caV,•un •Are OP.O= nT. ,,,,, VPs \•,,.2YO,aY,,.20„ ogre ,P. .0.20 DESIGNED LAIR DRAWN CRW CHECKED LAIR SYM REVISION APP'D Engineering Planning Surveying Penhallegon Associates Consulting Engineers, Inc. 750 Sixth Street South Kirkland, WA 98033 www.poceengr9.com PH: (425) 827 -2014 1 -800- 945 -8408 FAX: (425) 827 -5043 Kirkland • Federal Way • Cie Eium JOB NUMBER 01156.00 DWG NO. PI157DET.DWG SHEET 2 OF 2 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, A21.11, B16.2, 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. 1 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS, CONNECTIONS, CUT -INS, AND LIVE TAPS. REFERENCE INFORMATION FIELD BOOK: XX -X SURV. CPU FILE: XXXXXXU.DWG DATUM: NOVD 1929 SUPPL. ADJ. 1947 DATE MAY, 2001 13. 3 1/2 FOOT MINIMUM COVER OVER ALL WATERMAIN PIPES. 14. DEVELOPER TO PAY FOR STATE, COUNTY AND CITY INSPECTION FEES. 15. ALL METER LOCATIONS TO BE COORDINATED WITH WATER DISTRICT NO. 125 SUPERINTENDENT. 16. ALL EXISTING FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMENCEMENT OF CONSTRUCTION. 17. NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY THE WD #125 SUPERINTENDENT OR DISTRICT ENGINEER. 18. REFER TO WD #125 CONDITIONS AND STANDARDS, FOR ALL REMAINING NOTES AND DETAILS. 19. PROVIDE 3/4" SERVICE LINE AND TAP CONNECTIONS FOR EACH EXISTING WATER METER. 20. MAXIMUM ALLOWABLE OPEN TRENCH SHALL BE 80', 21. STOCK PILES SHALL BE COVERED DURING ALL PERIODS OF PRECIPITATION. 22. 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. 23. ALL VALVES, FIRE HYDRANTS AND SERVICES TO THE METER STOP TO BE INCLUDED AS PART OF ALL PRESSURE AND PURITY TESTS. NO EXCEPTIONS. 24. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA REQUIREMENTS. 25. ALL PIPE AND APPURTENANCES TO BE TESTED WITHIN 10 FEET OF ANY CONNECTION POINTS UNLESS OTHERWISE APPROVED BY ENGINEER. 26. 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. 27. THE TESTING AND DISINFECTION OF THE WATER SYSTEM SHALL BE WITNESSED BY WATER DISTRICT NO 125. i QUICK PARK WATER DETAILS RECEIVED CCl'OFTUKWItA NOV 1 3 2001 PERMITCENTER File: DO 1 35mm • Drawing# 4 NOTE: ALT. 4 1072 SPACES 70 STALLS ARE ON 5% SLOPE 1002 STALLS ARE ON LESS THAN 3% SLOPE WALL HEIGHT STALLS 3% OR LESS (1002 STALLS) STALLS 3% TO 5% (70 STALLS) \ 1' Reference: Base drawing by Perteet Engineering, Inc., dated 5/99. ......... ........ 0 4, • ....... •• ....... • ......... •• ....... FIGURE 2 .„. .......... INCLUDING BOU.ARDS..t'Efr" APPROPRISTE PROTECTION „ .. * PROPANE - Wig WILL HAVE •._ ........... ..... ...... ... ............... ••••-• ..• •..•• •• ..... - FlitE . CODE"REOUIREMENTS ...... WAITS OF STREAM 0 INCH CHINA 1 5 6 91. VI. E i J. 8 9 t? E 3 1: --'0 , IIII . I I iiiIiiii P-1 ( 0 EXPLANATION: Vg 4 6,_. rn TEST PIT NUMBER AND - 1° """ APPROXIMATE LOCATION 4 80 _ 160 SCALE IN FEET