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Permit D01-363 - QUIK PARK - OFFICE
DO1-363 Quik Park Office Building 3610 S 158 St THIS CERTIFICATE ISSUED PURSUANT TO THE REQUIREMENTS OF SECTION 109 OF THE UNIFORM BUILDING CODE, 1997 EDITION, CERTIFYING THAT AT THE TIME OF ISSUANCE THIS STRUCTURE WAS IN COMPLIANCE WITH THE VARIOUS ORDINANCES OF THE CITY REGULATING BUILDING CONSTRUCTION OR USE. FOR THE FOLLOWING: Occupant /Tenant: Building Address: Parcel No.: Property Owner: Occupancy: Occupancy. Group:. . City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 QUIK PARK - OFFICE 3610 S 158 ST TUKW 2223049017 STERLING RECREATION 16 B CERTIFICATE OF OCCUPANCY Occupant Load: 29 doc: CertOcc Signature of Building Official Rx). D01 -363 Type of Construction: V -N Permit No.: D01 -363 Date THIS CERTIFICATE MUST BE CONSPICUOUSLY POSTED ON THE PREMISES Printed: 10 -29 -2002 Tenant: Name: Address: Public Works Activities: doc: Devperm City of'i'ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2223049017 Address: 3610 S 158 ST TUKW Suite No: QUIK PARK - OFFICE 3610 S 158 ST, TUKWILA WA DEVELOPMENT PERMIT W u. : WO Owner: 2 _ Name: STERLING RECREATION Phone: '� Address: PO BOX 91723, BELLEVUE WA cn d Z W ' Contact Person: _ Z Z 1- Name: MICHAEL AIPPERSBACH Phone: 206 523 -3764 Address: P.O. BOX 95429, SEATTLE, WA Z lil O uj Contractor: D p . Name: G L Y CONSTRUCTION INC Phone: O — Address: PO BOX 6728, BELLEVUE, WA ~` Contractor License No: GLYCOI *01809 Expiration Date: 09/30/2002 I 0 iH DESCRIPTION OF WORK: Z CONSTRUCTION OF A SINGLE STORY WOOD FRAMED OFFICE BUILDING TO SUPPORT PARKING LOT OPERATION. PW v w. INSPECTION OF DOWNSPOUTS. - I O Z Value of Construction: $70,560.00 Fees Collected: $1,334.24 Type of Fire Protection: AFA/SMOKE DETECT Uniform Building Code Edition: 1997 Type of Construction: V -N Occupancy per UBC: 16 Permit Number: DO1 -363 Issue Date: 12/21/2001 Permit Expires On: 06/19/2002 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: ** Continued Next Page ** �,.�..., „ .. . .. . ... M.. ....: ..• ,•••• . D01 -363 Printed: 12 -21 -2001 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: doe: Devperm itatte, D01 -363 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. Signature: Date: /2 -0/ Print Name: M ( c ,f 4 Q., A 5 3 1 / 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. Printed: 12 -21 -2001 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2223049017 Address: 3610 S 158 ST TUKW Suite No: Tenant: QUIK PARK - OFFICE PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: D01 -363 ISSUED 11/13/2001 12/21/2001 1: ** *BUILDING DEPARTMENT * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries inspected by that agency (248- 6630). 5: All mechanical work shall be under separate permit issued by the City of Tukwila. 6: 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. 7: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 8: 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. 9: 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. 10: Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 11: Readily accessible access to roof mounted equipment is required. 12: Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 13: Subgrade preparation including drainage, excavation, compaction, and fill requirement shall conform strictly with recommendations given in the soils report. 14: 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). 15: Structural observation shall be provided for this project. Architect or engineer responsible for the structural design shall submit a written statement to the Building Official in accordance with UBC - Sec. 307. 16: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 17: All wood to remain in placed concrete shall be treated wood. 18: 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. 19: There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. doc: Conditions D01 -363 Division. Plumbing will be inspected by and all electrical work will be Printed: 12 -21 -2001 • doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 20: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. 21: ** *FIRE DEPARTMENT CONDITIONS * ** 22: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 23: 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) 24: 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 than 4 inches. 25: 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) 26: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 27: 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) 28: 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) 29: 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) 30: Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207 -1212) 31: 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) 32: 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) 33: 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. 34: Local U.L. central station supervision is required. (City Ordinance #1900) 35: 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) 36: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 37: Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers D01 -363 Printed: 12 -21 -2001 Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 shall contrast with their background. (UFC 901.4.4) 38: For all commercial, multi - family and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of any building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measurd along the path of vehicular travel. (City Ordinance #1692) 39: Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped 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) 40: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 41: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 42: THESE PLANS WERE REVIEWED BY INSPECTOR 511. IF YOU HAVE ANY QUESTIONS, PLEASE CALL THE TUKWILA FIRE PREVENTION BUREAU AT (206)575 -4407. 43: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 44: CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILTIY INSPECTOR MR. GREG VILLANUEVA Qa (206)433 -0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. 45: ** *PLANNING DEPARTMENT CONDITIONS * ** 46: Appropriate vegetation is to be planted in the distrubed area of the Gilliam Creek buffer (caused by the installation of the two vault outfalls in the northwest corner of the site). The vegetation is to be planted per a City- approved plan and inspected by a representative of the City prior to the release of the Certificate of Occupancy on this building. 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. g;d1.4,(2_ /t1I0-1 , A/P e:08.4 ff D01 -363 Date: /2- Printed: 12 -21 -2001 . �.AV:rCiC:AG1'SXL1tG, d t 6tltiiu l' " ui ktiRt ~ w Ce J U 0 O �f7 w = J1— U) u. w O 2 g< F d . w Z � I-- O Z F— LU uj U � O N : F- w w H 0 . .. Z. w H =; O F' z Project Name/Tenant: lA6 F t e Value of Construction: �5 O� Site Address: Cit State /Zi 3 l J ��p Ia 4' 10 - S, r g Tax Parcel Number: Property Owner: STIZL.I�(7 t 012&M -II 1- Tl a t4 _ Phone: Ph (,42 . ) q% - a1roo Street Stat Address J CR ip: 610 — 1 o Ave Ms 'ewe � T F Fax : # (42.5 455 -81 f,05 Phone: L42s) % i - 8 77 Contractor: t�L`c Street Address: ^ l 1 101(1 A \jPi C r_ 1 ' I � ��� �i y St /zi p: , I i d'� I l�- (xyJl Fax #: C n25 �L 3_ % D g `i 'T Architect. Ca f v � t4 .dr c60 AlierCi ai -k )14C Phone: Cg (43 - 31 Z3 Street Address � 164 Ve ffS/Z: 7 Fax #: (.`� �) ( 43 _ 46e Engineer: Phone: Goo) 707 _ li_� Street Adl r0)9 -/ -F 0 r t< i tvi.eedIES----' ��,,VV �� < f� w . Y ey it S , , m 1 l Fax #: C —58 a Contact Person: J ,� ( r se ,f ,( T`1 (,� �(�j ,�-J� e � Phone: ( r C 2.4.J 23 � 374 Street Addres it S t /Zi : Fax #: 2.10 2 ,,, 4 - 3 3 Description of work to be done: 4 ct cim , , . c Y Ce, 1514./ -1 Surf ak- i (4(4 Existing use: ❑ Retail ❑ Restaurant ❑ ulti family ❑ Warehouse 11 Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel 4 Office ❑ School /College /University 11 Other VACIA Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel p Office ❑ School /College /University ❑ Other Will there be a change of use? y es . ❑ no If yes, extent of change: U .�G� l� �` Existing fire rotection features: ❑ sprinklers automatic fire alarm El none ,r4 other (specify) g protection Building Square Feet: 0 existing ) 1 2_,D new i D cei 7f Area of Construction: /i /2C Will there be storage of flammable /combustible hazardous Attach list of materials and stora • e location on se •arate material in the building? 8 1/2 X 11 .a. er indicatin. ❑ yes in no • uantities & Material Safes Data Sheets CITY OF T['(WILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 FOR STAFF USE ONLY Prttect Number: Permit Number: New Commercial / Addition / Multi - Family Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW'OF. THE FOLLOWING: (Additional reviews may be determined by the Public :Works: Department) El Channelization /Striping ❑ Curb cut/Access /Sidewalli , ❑1 Fire Loo /Hydrant (main to vault) #: Size(s): ❑ Flood Control Zone El Hauling S� La15d A1t�r ?n t 6- cubic yds. 0 Fill cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # 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: Ti NCPERMIT.DOC 1/29/97 IV >t:'VI.fkr..1tel* x.+,fn»;z'tRant; Date application expires: Application tta bken by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM •(*"• • {n,oxsru;r ; :I.V, .t`a.:^ ^4 v�:4•y fc'!. !�n_ ::! ? tld,,r�i. `t." ; {( . ti7r . ,.,!d BUILDING OWNER OR AUTHORIZED AGENT: 1 Date: /f'_l2.1)( Signature: r ,J7 /pe/ Print name: 44/ / -f L Ay ✓ 02513fral .Phone: 0 '3764• Fax #: t 2.06) 6337 Address: /? B QK o City /State /Zip: Janie ti .� 98 /15 - 24(0) ALL NEW COMMERCIAL/ADDITION /M 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 Q ❑ 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 decisions ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of 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 architect/engineer, or contractor licensed by of Washington a; notarized letter froin'the property owner aiuthorizing the agent to submit this permit application and obtain the permit will be required as part of thls 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 ww•eM`MYUI•k Vik• M' kM1Y. �}'.. 7t! nNl�• n} H.. t+ C41: tY1•'�[N}fY!%+Y)7MC.!'.\+'Y•. _�iJjMrcl;47 +t.`. >.vi?:�>'.•:Y.N 7r�;g1l.wrr } >.• .e...... Parcel No.: Address: Suite No: Applicant: Payee: ACCOUNT ITEM LIST: doc, Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 2223049017 3610 S 158 ST TUKW QUIK PARK - OFFICE STERLING REALTY ORGANIZATION Current Pmts Amount BUILDING - NONRES INSP FEE - STORM DRAIN PLAN CHECK - NONRES PLAN CHECK - UTILITY STATE BUILDING SURCHARGE RECEIPT 000/322.100 412/342.400 000/345.830 000/345.830 000/386.904 Permit Number: Status: Applied Date: Issue Date: Description Account Code 786.20 15.00 - 104.65 10.00 4.50 Total: 711.05 D01 -363 APPROVED 11/13/2001 N LL Receipt No.: R010001577 Payment Amount: 711.05 w 0 Initials: SKS Payment Date: 12/21/2001 11:38 AM g 5. Q User ID: 1165 Balance: $0.00 w d ` I- W Z . Z p.- O Z I— TRANSACTION LIST: D r7 Type Method Description , O N' Payment Check 278943 711.05 F V ; RD Pmts Re -Dist .00 I!- 0 '. 1962 12/21 9716 WT P7 a.12 -21 -2001 ..u, ur. n i. „ i:;. u>� tr.4. ?.1: 2�wfAt};.^ �': i.l i4 :i''d �.i f.:s Z , 4 ce 0 R W _J r ., .1 4P Ail 1716 *!k k * * * * * ** * * * * * ** Jc * * *4* *** * ** k* * *•k•k*** **** * * * ***A * *•k *•k * * ** * *** 1r CI: TY OF :TUKWILA, WA TRANSMIT kk-lr*kllc * * * *•kk * * * *•k ***• k*********= k*** kk* k * *4c** ****k'k ** * *kk **•k*** ** TRANSMIT Number: R0101448 Amount: 623.19 11/13/01 10:13 Payment Method: CHECK :: Notation: SRO/ AIPPERSBACH !nit: SE'S Permit No DO1 -363 Type: DEVPERM DEVELOPMENT PERMIT Parcel No 222304 -9027 Site Address: 3610:.5 158 ST Total :Fees: 1,586.44 This Payment 623.19 Total ALL Pmts: 623.19 Balance: 963.25. *•***'*•* k**'*•**•*'*•*•*'*•*•* ** *•** * * * *• * *• *** *•* * * *** *'* *fir * ***•* *• ** ** **it *•fir *'*'** Account Code Description Amount 000345.830. PLAN CHECK NONRES . 623.19 5 • Y� Q re W 6 J U U0 ■ CO CO ILI WI J W g J. co • '• = a. F_ W Z • 0 W U � o 1 - : W • w — ▪ Os Ili U N, z P {�I�( RlrK... `l T1C0 Type o p al a i A ress: (al n s t58 S i D Called V 2--- Special Instructions: Date Want,: / m Requ Pho c o S INSP CTION NO. Approved per applicable codes. u5'ltl tall,44.44,4z 4.0a . iM INSPECTION RECOI Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT (206)431 -3670 Corrections ons req ui prior to approval. COMMENTS: 0k /rh Date: /0 $47.00 REINSPECTIOM EE REQUIRED. Prior to inspection, fee must be paid at 1300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: !/ Pr ' :` k Type of Inspection: � � Ads: Date called: ty ? / Q?., Special instructions: Date wanted: { a.m. p.m. Requester: , tilit (L p ..e.it b Phone: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit D o t ' .�,. PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,01 � /a7. i -�nnhX C� inre -v� E( i/ /- -P\AAA wuliv Inspector: Date: j / L '� Jj 6z_ $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: Pro v , T oflnsp o c� - Pict , n� 4 . , SOD "5 Address: h Date Called: Special Instructions: Date Wanted: a m equester: la :L:_.._ . AA mi l ri► /il ___ Phone } No: INSPECTION RECO I Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 a‘yi. Approved per applicable codes. COMMENTS: El Corrections required prior to approval. Inspecto Date: i D 01 Receipt No.: n $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: DO! - 3103 PERMIT NO. (206)431 -3670 = I— . Z . cc i J U 00 W= W LL W J u_ Z � Z O 111 uj 0 to 0 I— I U . — O . al co = . O ~ z v Project:, •. v��l . Pe. t'L , T pe of Inspection: Y rIC\c,r . Address: + � : to b :S. .\ 5� � La n cls Date Called: t (0 -3 - 0 Z Special Instructions: Date Wanted: t , 1 a.m. n - "t — Q a p: r Regvester•. xi s it rill 0.1 JJ Phone No: 0 b - ao 0 - [fig 4-Kte Approved per applicable codes. INSPECTION RECO° Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: reUi, 1e 0 1:31Aot � la lea -o4� �eU I rte, e� I�.ssl�� i , nAI(cvl LO2 -0 L at c4 te,6cF N , Insp tor: r Date: 1 ') -f -OZ $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at b300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: DoI - 3(3 PERMIT NO. P oj ct: Type o Inspection: Address: ...... j � 3 7(f /' � �� Date Cal,�ed: /� G/ _ -- 40 ; special Instructions: Date Wanted: 0 rd v?- _ ( a.m_ ''- =p.m. Requester: � 7 al/1/ Ph / No: 4 LA j I • INSPECTION RECO Retain a copy with permit INSPEC ION CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., ##100, Tukwila, WA 98188 iv/ -343 IT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: J E c E e 7`,oP \ tO4 r cf, ( A , 0 - 6) t c, 4 i � % _�7' S 'e i `rS 5) ye,. r p r " 0 ,, , 1" 1 pector: ' ✓ C cA,/L.c Q S !� Pty Date: ° 7_,D_0 - $47.00 REINSPE ON FEE REQU RED. Prior to inspection, fee must be paid at b300 South (enter Blvd., S ite 100. Call to schedule reinspection. Receipt No.: Date: Z ` Ct w. -J 00 tno. W W , J� W 0 g 5. Wj `/ a Lu H Z ° . W w. 2 D. U� 0 - . I --. = w: f- V'. W . U O 1 ' . Z 4 Project: ,..„ v' C — ROAZ of Inspection: C tok I Address:. (01() S s s-�- Date Called: 8 - l9 -Q.2 Special Instructions: Date Wanted: 6 Requester: Phone No pproved per applicable codes. INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Corrections required prior to approval. COMMENTS: k P C .P 1 it et - v,r1 4$) P r r ,9 vv, 4 0Y - XCN � t 6rtl v ` f Pr t ci 1 \ () vv. • Ins pecto t n Q 1AI Date: P -ar _ `7 o $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: J (206)431 -3670 A Fi 0 „L , (a ii ... Type ofectiotA c : - .c .... i ' Ad ess: s (. t a 5 . \. g Date calle4r1 , 6, , Special instructions: , Date wanted: ' B -• 2O t..9 a.m. • Requester: = ‘,.es.C. vn....... Phone. • ' - 't1104J erri4AVP4.4.24 k4SAtiriqx,”.i.k iti6t4 :4 Vi.p,',4",:ra,I.W,4,,,,C,W,•4<tFiV4..:":1.?.4i0,0-.:■td:-A34:„! pproved per applicable codes. INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: • • $47.00 REINSPECTION FEE R QUIRED. Prior t at 6300 Southcenter Blvd., Suit 100. Call to sc eceipt No: 'Date: inSOection,fee must be paid'. edule'i • • „" Date: ERMIT NO. (206)431-3670 Correction0 prior to approval. • z re w 6 2 -J 0 O 0 (0 • LU UJI —I E- U) U. uj 0 2 7.1 u . < co 3 • LU I— 0 Z UJ uj 2 D O • C9, LU uj 0 U. 8 • l? I o 1- z P ect: + j . V i k- { Ct v L /gy ` Of ( Type of Inspection: 1 S` ,t S O. C f f 1 t Address: told S 1 51 s; Date c lec: D J oQ Special. instructions: Date me 1 , ( fc 40 p.m. Requ r: Dh GL to (A Phonq INSPECTION RECORD Retain a copy with permit ;.` INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Inspe Approved per applicable codes. corrections required prior to approval. COMMENTS: t No: 00 REINSPECTION FEE 300 Southcenter Blvd., EQUIRED. Prior to in uite 100. Call to sch Date: � / — 0.4 ection, fee must be paid ule reinspection. Date: (206)431 -3670 }`v_;��';alf j r? Z,: i";-•, s' rAiif+:; arPt :]��St >4 :k: tr Project: . W1- IJ2/ - ' B ac a Type of Inspection: t .- I -4 7u (( C. A Vi z ress: v /0 c :: i S • )/. Date calle :. / I 2i v z .c/ Special instructions: Date wan ed: 7 Requester: ti. a i f i . 1i! i INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OE TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. C orrections required prior to approval. COMMENTS: Inspector: Date: /_ �• �� $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: *77. C�'� •'ti�' 'r'.vi,.'.+i,.d�i�.�:4tia. :_ x.." �_. ii:: �.: 1 t:' r:. �f. s�: �c:;. �` �. �: ;,':� ° �::�u•��.•%s-."a"'u,.!.:i .∎ `:i14`v" 1 2: :'6 t.:a : A. 1 xvJ!•.+1i�.i txan' �: lu' �'. ctrl �• i":,; 1. �.+: �4: it: 3s- �,tY °c'ti�;r},'aob�i „ ;.� F�;a.' ��f u' -;;o tnc s �..b::+;.:� Project, , . G( (/r . Vic. - v' / mac... Type of Inspection: /r az J i : Address: i Q-q /U .S //f c�7 Date call ' . • G`- ' / 9 2 .: Special instructions: Date .wanted;. le, - 7/6, —OZ:' a.:. , pm Req uester. Phone: • • INSPECTION NO. 4,I: i h INSPECTION RECORD Retain a copy with permit II CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval.; COMMENTS: tk 1 ul Ins � ►Q`'\ " Z r, , , v� }('r �tl f-- 9 c v rl a 91prpv4A C p s L. St1G t� 1,04 l O vN • V‘54e-t 1 et r rA . $ --- nt n (OUP( Inspector: Rit _ _ / fj Date: (p 0 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: a ���i0c� ���rx�_lthS �� i'i1RI �'� e'�3:a7'satr:�k�1ti �. " e� ?�abS' fry '�;iY;,':�:�i:1�Y�•r':� �;�'�' P oject - •14 (Pi K Pa - - � i= ( Type of In p ction: � .)t 1/ _t�5 Address: Dat tali ,,/,, Special instructions:.. Date w nt a.m. Reques r: Phone. " e / 3t/C- lit/o 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwil ;'WW 98188 .. COMMENTS: Ol0Ov`S q vtcJ aY•Su 1-c (,, r owe, c l Lad v‘Pl0LU S 0 k._ 64 '\ Chi r tic ci �. '-PSS t.V 1N('(Ou) .s t' • Tares e ) 4- l T L c - Vic \I r) "\ V\ sA-r. 1 i-t0C rrtlr"r Inspector: Date: ifis. ( )9 _ e 2 Approved per applicable codes. $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: INSPECTION RECO Retain a copy with permit 'Corrections required prior to approval. ti?; MPi k� tL EDM' !T?.i' 'kW aC¢(u•el it 3: u drlt * ^! a1;` •ls X'' Ie� JU 00 U) 0: w= J u_ • w 2 g �. co = 0 ' W Z � ZI- U ' CI W UJ I I_ H O' • iii Z U = O ~ z 2ioject i: • Lug_ (puiV Type o Inspection: i /141/'k tti4L Adress: — ' ...-3(01() . .. . Dat c Iled: ,-: Wi•/02- Special instructions: .... • ... ., . Date wanted: OV ti": ,i1/02 P.rT17 Requester: c i 2,..)PtiaL7/t) Phone: lzs-f.3,1s--iy67 .• 7 r, INSPECTION RECORD Retain a copy with permit INSPECTION NO. 'CITY OF BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 61- PERMIT NO. (206)431-3670 :Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 7 0 P.5N-Nik ,01 sp t 2:INIA9. 7.00 REINSPECTION FEE REQUIRED. Pr' r to inspection, fee must be paid t 6300 Southcenter Blv ., Suite 100. Call tb schedule reinspection. .4ipt No: Date: r—/ -o Date: givor' b:r.o.11,1:;,AlociAk's4t 'Pr tec f' (11 ii Type of Inspection: km-yivy.ts Date called: AA Special instructions: Date wanted: ` , Requester:/f� .:... ' alit Phone 6 /' Q J INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 SoutHcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: AAA& CND. _ 00, atclVe • 3 47.00 REINSPECTION F REQUIRED. Prior o inspection, fee must be paid, t • 6300 Southcenter Blvd., uite100.. Call to s edule reirispection. Receipt No: Date: r • Date: Corrections. required prior to, approval: z w re 2 J U 00 ■ CO LLI H w � = w Z � O Z H 111 w t o U O— C H IU F H u. Z U = . O ~ z 1 sect pit Tye f In p ction• 3 10 S 158 5-/-- Da ca dL�� Special instructions: le ii- , r n. / r0r) m Dat w ed: �' ! a.m' p.m. Requeste S a wK? Pho ZS._ - L// INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. C i MENTS: (1 ND /2/7-)4f; % ADS u) / a . • Inspec .r: I I Date: / , .- 0-e 47.00 REINSPECTION FE REQUIRED. Prior inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eceipt No: Date: zz 5 W ' O 0 U) o W 2 , N LL w O u. < N d . = w . I- Z �: w� • w '0- O I- w w • U O I" z , t CO z Mitk fart, - Ty of I specti : A Atvaltrri Dat k 1 d 6 :1 7 5 6 .5 .- , 5 . 1 _ Special instructions: D a t;_dy nit 4 a . 2 0 P.m. Reveler% A' I aw 0 • PhOlebs- 3 0/62 7 ° (04 INSPECTION RECOR Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: PERMIT NO. (206)431-3670 Corrections required prior to approval.' lee- A o f 14-ppetyv p awf AAele4/4/ Date: '5 5 - 0 REINSPECTION FE REQUIRED. Priqr to inspection, fee must be paid a 6300 Southcenter Blvd. Suite 100. Call to schedule reinspection. ec ipt No: Date: Prot: ( / Type Inspe do r A es : Date call et}i 5 / 3 /6 0 j Specia instructions: p Date ' ate wanted: � /` /� : . m !(P/ p.m. Requester: t) / G � .,,11't- L Phone: 426 '�5s f (e>7 • INSPECTION NO. Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 1••••••4••.' arrY PERMI (206)431 -3670 Corrections required prior to approval. COMMENTS: Inspector: r� '-~ ?0V1h.1t Date: Jam 02 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectipn. Receipt No: Date: r rra4dc`t:ti�aS L:r::.r i ir1e:.14 .° .,.a;1'iAU;: 4 Y.:. �1„ ��`./ rk147�tEflr. idr.4.Vw::�i::,•.+F'i:i.;:f.!.: Jir'�n:.t.�.. CiSiM`:PiYni .a• v P - � , IC- Type ofins . c ( a ( Ia ,, ic.,✓ Date called4 ( . Special instructions: ?thdl.h.— C 7 1q V✓\ Date wanted] r . k., O Z Ca Reque��� n n (L ) 3 t-I-S -L q L9 COMMENTS: C 3 -' nQ \--" . ti—! c' . f 01•8 - -• UnnA, e , 1 specto . Date: ) 2 L CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECOR Retain a copy with permit PERMIT NO. (206)431 -367 Approved per applicable codes. U irorrections required prior to approval. 0 7.0 REINSPECTION FEE R Q Prior to $ spection, fee must be paid at 63 0 Southcenter Blvd., Suite 100. Call to schedule reinspection. Re eipt J4o: Date: vAi .;t ✓iyd; ;;i,.:.r:: %!4,ia Pr ect: GG � Ty tnspecti n: ' ; 1)0C) trtel.a A¢dl 1 0 5 ` lc le , c � 4 ' > Date called: I j-/ (71/ / O � `-4 l S instructions: Date. wanted• !r a.m lGt IVt t r Requester Ph)) `Ski1 ! 7 (`' 7 it Lj INSPECTI I N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: `) �"t " - �Il.t �✓Y oTL dT•-� .t�►� �9 ..Q , aZ:t - \ spector: D. C Date: 11-18 -02 $47.00 REINSPECTION FEE REQUI . no is•ection, fee must be pat at 6 uthcenter-Bfvd.; Lute 100. Call to schedule reinspection. Receipt No: Date: Oleo A i.4 1Tr7 .ik,Ita; eN .�:: �Y .�v: ..>,�:!'J�va`.^'.,«..��`u:�L �i'. i .` '.mow' k:9.R =it Project,. / I J �l ''i i' 4t' Type of Inspection: `� 5 U Address: /.5-r(4. s: � ?o1C, 5 l.`t. Date called: 4//0,2, Special instructions: Date wanted: /1 t/ a.m. p.m. Requester: Phone: INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION '6300 Southcenter Blvd, #100, Tukwila, WA 98188 COMMENTS: PERMIT NO. Approved per applicable codes. fl Corrections required prior to approval. / /6z- ,e), 5 - T" ii £D— ( fly. , . . 16 /t a A A1, ,S- ' C---t 1?) 5• �. �It.�.� -1 Inspector: Date: vi ; $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: " ` " lit, r� . o tegate ':' s., 'ir3 ` o6es (206)431 -3670 Pr:. Typeof tion: if, i 1 „...) I i Date calletf ? ep t Date wantet/( ca Special instructions: RequMeg aA0 P re e , : i 1 Citc 3 INSPECTION NO. INSPECTION RECOR Retain a copy with permit • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431-3670 Approved per applicable codes. 1 Corrections required prior to approval. COMMENTS: .cl C ,cuO pcia Ltx L.)3cA. /-6 C'3 td/1/%( DateLl 7 _ b? , IQ_S -t r: .00 REINSPECTION FEE EQUIRED. Prior t inspection, fee must be paid 6300 Southcenter Blvd., S ite 100. Call to sch dule reinspection. eipt No: Date: ••••* ti7V444‘,44W4;•,,4,:fir*441#1,tri; ,••••••1 ,• „. •••, , • • • t • • * • ' • • - j toya AU�iz 1 -� T pe of Insp cti r arg iyi view 1�� n 7: 0 15g Date called. / / O Z_ • Special instructions: 30 .. /2" p m, Date wanted: 41/02 .m Requester: Phone -,M1- 32o, ( 1 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: 4 0d-eot S (;Q, 1 1 YISpa 4r) \.e ve re et - c a ki s C y e t.t)A s hr)-l- ;- t4 Q *Pr c CA ire,�n�t ry Inspect b4ii�71GfiilaORSnVAiCY,.Jrrtr?}4�144..iC1.iT4 i / L 1 24 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: k� �ttt:tt,�c�vR? COMMENTS: / �r V _.". it/SQ t, --c 7.- ) -, e s',0„. P/ r J - .._Z 4.l�s ,pr 1 X4 /a- l r - � J/ ✓ ,eqs if - ' /0 49_o A s._t -- ,d 7 / . "'�'? /s Y L ! ^ ,es ' J/ / / ,Z C j7� iC.� /n/f ..5 €7 ,�• 7 ,/ / ;14.5"(;) -4' ivy- d Wit/ .s 1 a/c ' ,- ,- ;ii c'l ei d fr 4 / / a !,o -7 .? -� 7 e,7 i . n. P4 Q G �3 t, 6-1 . t'-p 4 a.m. p.m. Requ ssery -•fit l.� z , "D o /- 0r Proiect: .� P LC L 4 /' +&- Type of sp ction: 4!8$..4 Address: �. o�v /6 0/�� 4 bC74, Date called: S =0.2- Special instructions: �..25 3y,j`- /Y‘ 7- cG�i�° Date wanted: }c. U a.m. p.m. Requ ssery -•fit l.� z , "D o /- 0r INSPECTION NO. w,�i., Fah .3' •. i�}:iM. �'..�'..'. ..::.::'�' S INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 0 Approved per applicable codes. ❑ Corrections required.prior to approval. Date: 5 a 4, — Va _ 0 REINSPECTION F REQUIRED. Prioyfo inspection, fee must be paid t 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 Y? :: m',N./r•<.:1,7 4rJi. k. ..ar •.�':,. «-i. a . k r .. e,4,„‘41,:,, r Geo Engineers € . Consulting Engineers and Ceoscientists Report • Geotechnical Engineering Services Proposed Parking Lot • Tukwila, Washington RECEIVED CITY OF TUKWIL December 20, 1999 • z Z u.I 2 JU 00 = 1.1.1 I✓ (D u 0 : co d w Z H I— O Z ~ w U O - W 0 tL O -- Z W- = O z Geo,,Sr. Engineers Consulting Engineers and Geoscientists Z tu Republic Parking Offices in Washington, c/o Perteet Engineering, Inc. Oregon. and Alaska U O 10209 Bridgeport Way Southwest, Suite C -1 , to o Lakewood, Washington 98499 co Attention: George Reynolds w 0 2 Report 4 Geotechnical Engineering Services w D Proposed Parking Lot z w 1 Tukwila, Washington Z 1 _ , GEI File No. 7704 - 001 -00 z1- INTRODUCTION = o This report presents the results of our geotechnical evaluation for the proposed Republic V O N Parking Lot located north of the intersection of 160 Street and Military Road in SeaTac, 01-- w al Washington. The approximate location of the subject site is shown in Figure 1, the Vicinity Map. E- t? The proposed layout of the site with the approximate locations of our subsurface explorations is u' O shown in Figure 2, the Site Plan. v co We understand that you are considering construction of an asphalt -paved parking lot on the O 1- site. We also understand a portion of South 158 Street will be moved to the south. The southern Z and central portions of the site will be cut. .Based on information provided by you, we further 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 1 l 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. GeoEngineers. Inc. 8410 154th Avenue N.E. Redmond. WA 98052 Telephone (425) 861.6000 Fax (425) 861-6050 milv.geoengineers.com Printed on recycled poper. 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, l 999. 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 ] 980 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: 7704-001 aYan+rea p,w'J .mvogi, '?fir, mti►,gro srtsm vil l Mir i o trii 4 ',wi rac uNt Donor,+ -00 4.3494],'!pr!etrE.v fh ?$1►?5[c e d� e5 v 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 -1, TP -3, TP -4, TP -6, TP -7 and TP -9. Recessional outwash consists of a loose to medium dense mixture of sand with variable amounts of gravel and silt. The outwash was encountered to depths ranging from 3 to 6 feet below ground surface in these test pits. A small amount of fill soil was encountered in test pit TP -8. The fill soil was encountered to a depth of 3 feet below ground surface and appears to be related to a house which was located near this test pit location. Unweathered glacial till was encountered beneath the fill, recessional 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 -]0) to rapid (TP -7). Ground water seepage was most abundant in test pits TP -1, TP -6, TP -7 and TP -1l. 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 s i n e e r s wcz�ti tine AOIMMINOMMOMIMIIM cs tinn�w�racr r ee� z = w. re 6 J0• 00 W w J u-? 0 � • w z � E-- z t- w o. (A. o ff w w L I O • w v U— O z v 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 rtcccmmcnd 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 -OW -00 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 10 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 recommill 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 :m,� ��r• �; evtr��+ r�e�✓+ r+ �r�? .�"�mr.�:whr�;;z'aR+�ra�+,:fi 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 ranee 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 r be level and extend into the slope face until a vertical step of about 3 feet is constructed. The bench excavations must extend into medium dense to dense native soils. We recommend using a granular structural fill for the hillslope fills that contains no more than 5 percent by weight material which passes the No. 200 sieve for wet weather construction. During dry weather the fines content can be greater, providing that compaction is achieved. The fill should be placed in loose lifts of about 8 to 10 inches in thickness. Fill material placed within 2 feet below the bottom of the pavement structure should be compacted to at least 95 percent of the maximum dry density of the soil based on ASTM D 1557. Fill material placed at a depth greater than 2 feet below the bottom of the pavement structure should be compacted to 90 percent of this same standard. We recommend that fill material placed in the upper 1 foot of the proposed parking lot and street pavement areas consist of well - graded sand and gravel containing no more than 5 percent fines, based on the fraction passing the 3/4 -inch sieve. Fill placed below this layer can consist of on -site material or sillier imported material, providing that it can be conditioned to the proper moisture content and properly compacted. As stated in the previous sections, for wet weather placement, we recommend that all imported fill consist of sand or sand and gravel with less than 5 percent fines. Wall Fill Drainage We recommend that contour'subdrains should be installed at the rear of each bench to control anticipated ground water seepage. The subdrains should be installed concurrently with the fill. i The drain should consist of a free - draining sand and gravel drainage material, placed in a trench about 2 feet wide, fully encapsulated within a suitable geotextile filter fabric, such as Miraf_140N (or similar material). A heavy -wall perforated pipe should be installed near the bottom of each subdrain, underlain / by at least 3 inches of drainage material. Pipes should have minimum slopes of 1 percent and / should drain toward suitable collector and discharge points away from the fill section. All subdrain lines should include cleanout risers. Discharge pipes should be covered with heavy galvanized wire mesh to prevent rodent access.' Lateral Pressures The lateral soil pressures acting on the modular block walls will depend on the ground surface configuration behind the wall, and the amount of lateral wall movement that can occur G e o E n g i n e e r s i CR1Y7 ARIAy r�uno Xw7oftft eilmitH5mste"ISfi.9G' !' v,1•11 ti4' lf+F1'� File No: 7704 - 001 -00 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 File No: 7704 - 001 -00 Republic Parking "' 1 c/o Perteet Engineering. Inc. December 20, 1999 Page 8 If there are any changes in the loads, grades, locations, confidurations or type of facilities to be constructed, the conclusions and recommendations presented in this report might not be fully applicable. If such changes are made, we should be given the opportunity to review our conclusions and recommendations and to provide written modification or verification of these recommendations. When the design is finalized, we recommend that we be given the opportunity to review those portions of the specifications and drawings, which relate to geotechnical considerations to see that our recommendations have been interpreted and implemented as intended. There are possible variations in subsurface conditions between the locations of the explorations. Variations in subsurface soil and water conditions may also occur over time. Some contingency for unanticipated conditions should be included in the project budget and schedule. We recommend that sufficient monitoring, testing, and consultation be provided by our firm during construction, to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether or not earthwork and foundation installation activities comply with the contract plans and specifications. G e o E n g i n e e r s 44 ► File No: 7704 - 001-00 v Republic Parking c/o Perteet Engineering, Inc. December 20, 1999 Page 9 • Within the' limitations of scope, schedule, and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No other conditions, express or implied, should be understood. If there are any questions concerning this report or if we can provide additional services, please call. Attachments 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 ��V K enneth G. Buss Principal File No: 7704 - 001-00 0 0 — 0 0 0 0 (f) co ANN - :3-- • • • 1 1' i All ;4 . . shington,-t Memoria):1. Cern' • R 're o.fi Crest lig Gem .;• • L • MIS II • • : • • 111WASIEW • • le • • • lay .: . ; . • • • • If- .•. • - o s • N 1 , • • • • • • • • • • • • • "LE TACOMA • $ "•2‘ _ • • C.. :Reservoir \ C\ a - k•.; Reference: USGS 7.5' topographic quadrangle map "Des Moines, WA." 1949, revised in 1968 and 1973. - Geo E • ngineers A • .P'!. "‘A•Vtv, 0 11ffil Alt AIIIIIINTAMEMI 111.7 • SPARtit magma •• , I 2000 SCALE IN FEET • .2§ \•&. • tion 4000 VICINITY MAP FIGURE 1 1. . • :•••ts' "1!".°J.111.01.111rFilnil"4".1".""""*"""""""""'.....,. File: mm Drawing# I • SOIL CLASSIFICATION SYSTEM . - MAJOR DIVISIONS GROUP SYMBOL • GROUP NAME COARSE GRAINED SOILS More Than 50% Retained on No. 200 Sieve • CRAWL 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 INORGANIC ML SILT CL C LAY • Liquid Limit Less Than 50 ORGANIC OL ORGANIC SILT. ORGANIC CLAY More Tha • 50% Passes No. 200 Sieve SILT AND CLAY INORGANIC MH SILT OF HIGH PLASTICITY, ELASTIC SILT - CH CLAY OF HIGH PLASTICITY, FAT CLAY • Uquid Umit 50 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 D2488 -90. Moist - Damp, but no visible water 2. Soil classification using laboratory tests is based on ASTM 02487 -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. - . • pp Geo ��Engineers SOIL CLASSIFICATION SYSTEM FIGURE 3 ,,� ;;•• ivy,: :M�:l�,,a�tk^rrne;'aJ�:',:,.�`v LOG OF TEST PIT 01 Date Excavated: 11130/99 Logged by DJT quipment Trackhoe Surface Elevation(ft): 309 • • • 10— 15 20— r 10 0 a, C1 N A U, ! Date Excavated* E uipment Republic Parking 7704- 001 -00 J U L 0. to (9 tcf �I 41: SM SP -SM ML -J U 0. t9 ML ML ML ML SM is wn silty fine to coarse sand with oreamc material (loose. wet) Grayish blue line to coarse sand with silt. occasional - gravel and a trace of oreanic material (medium dense. moist to wet) Tannish gray and orange streaked silt with sand and occasional gravel (medium stiff moist) Bluish gray sandy silt with occasional crave) (stiff moist) - (till) _ 1 duty Reddish bro Job Number Material Description Test pit completed at a depth of 12.0 feet on 11::0'99. - Moderate around 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. 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 02 11/30/99 Logged by: DJT Trackhoe Surface Elevation(ft)* J - ^ Forest duty Mottled orange, gray and tan sih with sand (medium stiff moist) - Thvlottled orange, gray and-tan silt with occasional sand — (stiff moist) Engineers Material Description Bluish gray sandy silt with occasional fine crave! (stiff, moist) (till) Gray silty line to coarse sand with occasional gravel and cobbles (dense, moist) (till) Test pit completed at a depth of 13.0 feet on 1 1:30 Slow ground water seepage observed at a depth of 5.0 felt. No caving observed. Disturbed soil samples obtained at depths of 5.0 and 11.0 feet. ya�iKh} t4 ^.:. #r.:w,Y;?k°i•:R'n.�a: i a::.vSd;:Y;'T,r2, MEI Location U c 0 4 X elt O CC Y r a. u p a LOG OF TEST PIT FIGURE 4 u y c n w a > �- fn c g 0 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. —10 —15 —20 —10 —15 —20 risu!r� 'a!�'.A`4�.: s' ? i „'...�'.,,.,4y�twA �: ceJ Z z ~ UO 0 . J F N LL WO }} �' a = W Z F... 0 ' Z O ( . 0 1- W W Cu z = O z I . roIc:'t LOG OF TEST PIT 03 Date Excavated: 11 Logged by DJT quipment: Trackhoe Surface Elevation(ft) 31 u 20— u W L' 10 — LOG OF TEST PIT 04 Date Excavated: 11/30/99 Logged by: DJT auipment: Trackhoe Surface Elevation(ft): 342 Y E,,. P n o 5- 1 20 — O 0- = rn O Z a1 E m rn 0 O G 3 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. 0 a 0 Republic Parking d a. c A rn d c A rn 0 O co J U n t9 J A. C, t-1) SM ML 1.9 SM ML NNW amp Forest dull • _ Dark brown. red and gray silty fine coarse sand with occasional gravel and a trace of organic material =_ (loose. wet) ottled tan and orange sandy silt with occasional gravel (stif moist) (till) NEM Geo %0 Engineers ' Job Number 7704 - 001 -00 Material Description B l.orest dull rown and orance silty line to medium sand with a trace of organic material. occasional gravel and cobbles (loose. moist to wet) , oiled tan and orange silt with sand. occasional gavel and cobbles (sti$ moist) (till) Test pit completed at a depth of 12.5 feet on 1 1.'30'99. No ground water seepage observed. Slight caving observed at a depth of 3 feet. Disturbed soil sample obtained at u depth of 6.0 feet. Material Description 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. 7- Location ac 'T4 tK ?'�4k T.. . iffinMN.a ,V. ,, 0 FIGURE 5 Y 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 uc >� N si - LL SeaTac Other Tests And Notes Other Tests And Notes zit w W u_ z a W 0 0 x-10 —15 —20 MIR t- w iu u z x a w 0 0 -10 -15 _- 20 Date Excavated: luipment: i. o cv `.: -, = cu , — m o. d E i. • 3 Cn E _ iv m c 5— 10— ,n— 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. Date Excavated: E .figment w z° ` en W 6. _ J ? . C C s n en LL 0 C9 5 — 10 — 15— 20 — Republic Parking ri) SP -SM a 0 CD Job Number 7704- 001 -00 LOG OF TEST PIT 05 11/30/99 Logged by DJT Trackhoe Surface Elevation(ft)• =3 P1) ML SM ML IWO ,Engineers • e, Y �Y 'JU+Arf *E< Material Description sorest dull - an san }• sit wit occasions crave ImC ium sU moist) (till) - Test pit completed at a depth of 11.0 feet on 1130.'99. No around water seepage observed. No caving observed. Disturbed soil sample obtained at a depth of 6.0 feet. LOG OF TEST PIT 06 11/30/99 Logged by DJT Trackhoe Surface Elevation(ft) 328 Material Description \Forest dull • /— Grayish black line to coarse sand with silt and occasional gravel with organic material (loose, moist to wet) (fill) Reddish brown silty fine to coarse sand with occasional gravel and a trace of organic material (medium dense. -moist to %vet) (weathered till) ottled tan and orange sandy silt with occasional _gravel and cobbles (stiff moist) (till) Test pit completed at a depth of 10.0 feet on 11:30'99. Moderate around water seepage observed at a depth of 5.0 feet. Severe caving observed at a depth of 4.0 feet. 1:4 iu. .1i,94r .ocation Mir c e ax LOG OF TEST PIT FIGURE 6 Notes: The depths of the test pit logs are based on an average of measurements across the Lest pit and should be considered accurate to 0.5 foot. SeaTac Other Tests And Notes Other Tests And Notes -1 —15 —20 f- w w U- 2 1- a w O 0 -1 —15 —20 ►- w w U. Z x a w ci 0 Date Excavated* 11130/99 quipment* _ Trackhoe L• I W w a w 0 0 15 20 — LOG OF TEST PIT 08 mate Excavated: 11/30/99 Logged by: DJT quipment: Trackhoe Surface Elevation(ft): 348 n 0 z a, 0. N 0 z W 0. rn 0 0. 0 m 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. 0 0. 0 0 m Republic Parking N 0. E co U) d eo rn 0) J 0. 0 —J 0 0. 0 FL SM S M 1-L SM CONCRETE - SM SM _ Forest dull D a r k rown silty fine to coarse sand with occasional ` gravel and organic material (loose. moist to wet) \ (weathered till) — Grayish brown silty fine to coarse sand with gravel and - occasional cobbles (very dense, moist) (till) ARNIM Test pit completed at a'depth of 8.0 feet on 11130'99. Severe ground water seepage observed at a depth of 3.0 feet. Minor caving observed at a depth of 4.0 feet. —Forest duff' �— Reddish brown silty fine to coarse sand with occasional C crave) (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 fine to coarse sand with gravel and occasional cobbles (very dense. moist) (till) est pit completed at a depth of 7.5 feet on 11130!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. 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. �Engineers Job Number 7704 - 001 -00 LOG OF TEST PIT 07 Logged by DJT Surface Elevation(ft)• 334 Material Description Material Description SIt.' FN S l'Ct}'.' ft ,"6,,�,ep. 4l1 phYiflx!i ..:�.s�:,�:+r,: ..t'rr.•.•ar � sP;.,. :rr. Location 4 5 LOG OF TEST PIT FIGURE 7 oe a � a 7 � c c a C a. o. U, IV C w c > .- LL SeaTac Other Tests And Notes Other Tests And Notes X —15 —20 IMP I- w CL z a w 0 0 — 10 —15 —20 x LOG OF TEST PIT 09 Date Excavated: H 1 /30/99 Logged by DJT .quipment: Trackhoe Surface Elevation(ft)• 3;3 10— roiczt 0— I Date Excavated: Equipment: 10— z. cI v J 2 4- y 0 6� J a; a u) m o en Job Number Republic Parking 7704 -001 -00 r1) SM ML SM Forest dut eddis brown silty fine to coarse — N crave) (loose. moist) Monied sandy silt with occasional --� stiff moist) (till) Gray silty fine to coarse sand with (dense. moist) (till) v Material Description sand with occasional gravel (soli to medium Test pit completed at a depth of 9.0 feet on 11:30'99. No ground water seepage observed. No caving observed. Material Description occasional gravel Test pit completed at a depth of 7.0 feet on 11:30!99. Slow ground water seepage observed at a depth of 2.0 feet. No caving observed. Forest dull Gray silty tine to coarse sand with occasional grave) and _ 1 cobbles (medium dense. moist) (weathered till) /— Gray silty line to coarse sand with occasional gravel and — cobbles (very dense, moist) (till) .ocatton o_ I 4 SI c o` a � Y V L Ra > LL Notes: The depths of the test pit logs are based on an average of measurements across the test pit and should be considered accurate to 0.5 foot. LOG OF TEST PIT 10 11/30/99 Logged by: DJT Trackhoe Surface Elevation(ft) 350 U) a s > 'D 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. Geok0Engineers LOG OF TEST PIT FIGURE 8 'e }1:<1'. a' nr:i.� ara 'ui" • !'' +s ?ro,•;+.rnr „.w »1c4. s . +„,,, ., .., ,�...., ,r.- ., ,.. , a. z.. ,re i— w w LL Y a w 0 0 —10 —15 —20 w W U- z a w 0 0 —10 —15 —20 C 3 � • c 0 E rcc)ec3 • Republic Parking Date Excavated' 11/30/99 - quipment: Trackhoe w L' z 2 1 10— 0 z a to rn S Im r` m a to rn 0 J 0 0. to ill SM SP -SM SM 444,;, Engineers Job Number ocation 7704- 001 -00 I SeaTac LOG OF TEST PIT 11 Logged by: DJT Surface Etevation(ft): 342 Material Description Forest dub — Reddish brown silty fine to coarse sand with occasional gravel and trace of organic material (loose. moist) (weathered till) /^ — ottled orange and brown fine to medium sand with silt r • (medium dense. moist to wet) / Gray silty fine to coarse sand with occasional crave) and cobbles (dense, moist) (till) Test pit completed at a depth of 9.0 feet on I l.'30!99. Moderate ground water seepage observed at 4.0 feet. No caving observed. OEM U 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. Ylr<•i{: LOG OF TEST PIT FIGURE 9 — 10 — 1 —20 13A6I6 ret2 •1705lrot.4 (AEG I a 7. F?I'Ct o - $tAILPI110 Co Pe. UV.V .. ' WA . P n✓ Opp LAVE CO wait. 1013T = Wo'. I'oisT FL COPY RECEIVED - CITY OF TUKWIL NOV 1 3 2001 PERMIT CENTER SDI- 3G,3 W 6 ,i 0. U O U, U) W' W W O' g 7.1 a. z mo n o ' O • U) :DI- U' W! H V �" • L-1- • O lil z' U Ni Z • • 1 • • • t • ■ • LeAP.S 5. — rod • Liva tbAt, ...—: t ! ■ , . s s I i i I ^! 1 1. °9 /.1 1" ) - ■ . 1 ■ 1 ; • •-; (stow) ( 1 . ; • • • ; , • . • s . • . , 1 , : 1 ! • • , i . • . s • t 1 . ! • ; i • s . ! • ; ; 1 • •• • • • • 1. _ . ; = 21 fr isscor.. W')= 1 }Fs • _FgAIP LoAl . iMe14010. fie* irito 6140 woor? SU *NI STS := 1.1) 1. psr ...... ! I 1 S ; I • ...,t. •_;:. l_.........j .•,••• _ _,_...!........,!,..........._____,...._.__,, ....... .. ...,... i ;, , . . P._ .51121_0... ...„ .._ .......' , . .. . , . . . . ,• . ..• . , .... . . . ... . . . . , .. 10__14,.....:•(4 J. ,_,.... j ... , • • , • ; ; , ..i . I:* : . i ! , . • 1 .. , i i . : , 1 . •!. . , ___, s. : 1 . , 1 1 . ' : ' 1 , ' . '. • i ; ; t ; s t s i , : s ; ... ,.,.._..... :s_ ..... 1 . .!,_ !..____'..._... s ____; 1 s _______...„„ •..._ ••... , i , . • • r II i I ; . . . i r4 JV U O N 0 to W W =: J W L. Q' = O F.- W Z 1— O Z lIJ 0H ' .. W W U_ H 0 :. ti. Z co O Z itsotteR • 1.. 6.5x0 = 0.21(0 3,o rtY114 4 all I q � ins to (3 in 41.25 ;)c o 4 4 area o .0 ' vow � u.. w gQ I I- al Z � I - o : Z H. W w 0 H = U U N O , z ` ;rti "ta R2 x YJ�451y.k Sad vb 4Y d o +. SZ 4 L + 11 11 1 N'I5ga (1 " 44) M pdjiM • E 4 '01 ' • ;ISE . a :�..� i I i I 5 Z,; S . 15 9 4 sl 1 * 7.(0! . • isdog 447 'b " L� NI OK 400 (1 ' -4 og [ A !dt$d .'1 • .4._ . .i. ':-......, 51 4.„.., ,• .,. i . , , . , 1 , ,.. , • i .. • itt ,II t I b 51) %j 4 4 f. . ..# •-• 415 I% in • • ; . I : • . . . . . . . i . . : . . . . 110) 1 ; ....• ........ . : 4& .L• 460 rif F. att , •511 ! . ; . : „ • . , .....•0. .... ....... . . . • .. _ : i ---1 211-.9 (40 (1.61) 13 . ....._ ____ ........_........ ................. , , . , . • ! ; i ;. i • ; i ! i ' i 1.4ii 01 X 4 . i E 0101100 WINO MOM ■ra 12.1 (44 4146. 11) iri ' ' • 1 t1. VWAL .4 -) x 4 x Q•5' 14¢ AU,owa buvi4 retguicv. _ Vim p$F WIC{., v Ey, I2." .. 13A *E WiP1 .aii:`.4iia;; 1 44;+ !Sirt "x,r.'C`r.: Z • W' • g U 0 CO o cA • W W 0 u.a Z Z I- : o U O N O I—. Tw -0 L1! Z . U= O F " z Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R- values Roofs Over Attic 3610 South 158th Street 30.0 All Other Roofs For Building Dep �f�nlq� U tA NOV 1 3 2001 PERMIT CENTER_ Tukwila, NA 98188 Opaque Walls 11.0 Below Grade Walls 11.0 Floors Over Unconditioned Space Applicant Phone: (425) 455-8151 Slabs -on -Grade r° 1 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 Project Address Quik Park off- Airport Parking facility Date li 'l ��„ . 3610 South 158th Street 208.0 — 1492.0 X 100 = 13.9% For Building Dep �f�nlq� U tA NOV 1 3 2001 PERMIT CENTER_ Tukwila, NA 98188 Applicant Name: Sterling Realty organisation Applicant Address: Po Box 91723 Believe, 1a 98009 Applicant Phone: (425) 455-8151 r° 1 ( Wp y ' Space Heat Type 0 Electric resistance Q All other (see over for definitions) Glazing Area Calculation Note: Below grade walls may be included in the Gross Exterior Wall Area if they are Insulated to the level required for opaque wails. Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1. (roug o pen in g) Gross Exterior (vertical & overhd) divided by Wall Area times 100 equals X 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 qualifications. Enter requirements for each quarlfying 0 no assembly below. 1994 Washi ton State Nonresidential Ener Code Com.liance Form Envelope Summary Climate Zon ENV -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms Juno, 1995 !Project Description 51 New Building ❑ Addition Alteration ❑ Change of Use Compliance Option Prescriptive 0 Component Performance (See Decision Flowchart (over) for qualifications) ENVSTD (J 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 :1 +iiS:71Ls� DeAs-54.3 Al iredationiretElled? Ctaq.eWdits s( R41 R 30 atlii s R30 :.„„ rd 1Id Raasaerumrd x R19 Rid lays R40 ciaqueth s UQ60 Cazirg Oitaia Mat? Gmkg Vt. .0349%0.90 1.45 1.01 1523%0.75 1.40 1.00 AAm % 9i3C 004936 0.90 1.45 1.00 1520% 0.75 1.40 1.00 203Y /o 0.60 1.30 Q65 334CP/0 0.91 125 0.45 Al kaldicn Wiled? Ctaq.eWdits s( R41 R 30 atlii s R30 AI °therm* R21 Raasaerumrd x R19 Rid lays R40 ciaqueth s UQ60 GazirgOitala Mat? O Alea% \ U U 9-CC .0349%0.90 1.45 1.01 1523%0.75 1.40 1.00 203096 0.60 1.30 Q 304096 OM 125 0.45 Al 1mM:fat ktttilled? w311 e4) R Rdscheratics Rai pig! fr I illi R�ci 9 8110 Clazirg Oilatia fat? Gazing Wt. AAee % U U SHrC 0321'/x, 0.40 0.4) 1.00 Al kal ketalled? w311 e4) R Rdscheratics Rai Al H R30 R�ci 9 8110 Coq>edoas UM (lazing Ohteia Mat? Gairg Wt. C]i Am % u u six 0020% Q40 0.0.) 1.00 Envelope Summa (back) Climate Zon ENV -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms Decision Flowchart for. Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories comprise all space heating types: Other. Al 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) • 11' "fi r ! 6s 4 1994 Washi ton State Nonresidential Ener Code Com•liance Form 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 /fl of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating in variable air volume distribution systems. Concrete/Masonry Option* Assgmbly Description Wall Heat Capacity (HC) Assy.Tag HC" Totals Area (sf) Area weighted HC: divide total of (HC x area) by Total Area HC x Area June, 1995 'If the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. "For framed walls, assume HC =1.0 unless calculations are provided; for all other walls, use Section 2009. Okig '"Vg. AigiticA,tei 'A • Envelope UA Calcul . \ ns 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 Notes: If glazing area exceeds maximum allowed in is used, Target U- actors, SHGC and Glazing % will - f A a O 0 0 0 LL 0 m Q m a O 24 .Le 8 8 (.9 ci. 0) c c 0 c c 9 0 m rn 0) Building Component List components by assembly ID & page # U= U= U= U= U= U= U= U= U= U= U= U= U= U= U= U= R= 30.0 R= R= R= R= R= R= 19.0 R= R= R= R= R= R= R= R= R= R= R= R= R= R= 10.0 R= R= R= Plan ID: 1101 Plan ID: 1102 Plan ID: 1103 Plan ID: 1104 Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Woof Plan ID: Plan ID: Quik Park Off-Airport Parking facility Plan ID: Plan ID: Plan ID: Plan ID: Haw wall Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan ID: Plan lD, Ncw Plan ID: Plan ID: Plan ID: 1994 Washi ton State Nonresidential Ene Code Com•Iiance Form 1 0 Electric resistance QQ All other 13.9% Prop. I 40 . 0% Max.Target ()Yes Q No 0.490 0.490 0.490 0.490 Proposed UA 32.0 126.0 8.0 42.0 0.037 1344.0 0.062 1284.0 "Note: sum of Target Areas here should equal Target Opaque Wall Area (see back) Note: if insulated to levels required for opaque walls, list above with opaque walls Table, then calculate adjusted areas on back (over). If Concrete /Masonry Option be different than shown below. Refer to Table 13-1 for correct values. U -factor x Area (A) = UA (U x A) U- factor x Area (A) = UA (U x A) 0.540 188.0 Totals 3024.0 15.7 61.7 3.9 20.6 49.7 0.036 1344.0 79.6 0.140 1284.0 ** ,*• 101.5 For CMU walls, indicate core insulation material. For compliance: 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Targe Total UA. 332.8 Date For Building Department Use a 0.900 208.0 �fat 910 1st Totals 1 1/12/2001 Elea& !t&1 :a l Target UA OWEd s p a 7 t i t e T . 0 0 0 9 0 9so»r v 00 .. ewric te. e ct?c<Resi 0.540 188.0 lectric Rtsis 3024.0 179.8 r eTable;13 -1 for:radiantfloorvaluot June, 1995 187.2 a 101.5 16.4 Heath g 516.9 OG= 208.0 IOG= 1344.0 IVG= 1284.0 Climate Z e 1 ENV -SHGC 1994 Washington State Nonresidential Energy Code Compliance Forms o c o > c9 Vertical Glazing List components by assembly ID & page # ID: #101 ID: 0102 ID: 0103 iD: 0104 ID: ID: 'Note: Manufacturer's Sc may be used in lieu of SHGC. 208.0 For compliance: Totals 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. g t3 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 596.8 Roofs over Attics Other Roofs Walls) 1994 Washin ton State Nonresidential Ener Code Com • liance Form Proposed SHGC SHGC' x Area (A) = SHGC x A 1.000 32.0 32.0 1.000 126.0 126.0 1.000 8.0 8.0 1.000 42.0 42.0 Proposed 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 lithe 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. Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Max Glazing Area (Table 13 -1) I 1492.0 , X I 40.0% I ? I 100 I = ( 596.8 Target OG Area in Roofs over Attics 4 lesser 596.8 Proposed Opaque Area 1344.0 Proposed Opaque Area I. 1284.0 I 9 Other Roofs Max OG Remaining 596.8 Proposed OG Area Proposed VG Area 208.0 9 Walls Maximum Target Glazing Area 208.0 Target OG Area in Other Roofs lesser 596.8 Target OG Areal Target VG Area Target SHGC SHGC x Area (A) = SHGC x A 1.000 208.0 208.0 Totals Target SHGC SHGC x Area (A) = SHGC x A Totals Target VG Area Target Opaque Area Target Opaque Area 208.0 I =i'1 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. 208.0 ```acli�fasot�ytfa June, 1995 208.0 Note: OG = overhead glazing VG = vertical glazing For Target O G's, the lesser values are used both here and below. i Target Areas OK I zErvwn ei •gs1rNkl!f40o-r41?° 1 t c�iA, .` tS.W1.fi'ht°fi0'1m!„,.. Project Address Quik Park Off - Airport Parking Facility 1 Date 11/12/2001 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability Code tY I Section Component (yes, no, n.a.) J Information Required Location on Plans Building Department 9 P Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed 1302 Space heat type: If "Other ", indicate on plans that electric resistance heat is not allowed 1310.2 Semi- heated spaces Semi- heated spaces identified on plans if allowed 1311 Insulation 1311.1 Insul. Installation Indicate densities and clearances 1311.2 Roof /ceiling Insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts 1311.3 Wall insulation Indicate R -value on wall sections; Indicate face stapling of faced balls; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents 1311.5 Slab-on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected - 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official 1312 Glazing and doors Provide calculation of glazing area (Including both vertical vertical and overhead) as percent of gross wall area 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate If values are NFRC or default, if values are default then specify frame type, glazing layers, gapwldth, 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 strut. 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 /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 Building Permit Pla Checklist 1994 Washington State Energy Code Compliance Forms •• r I. 1 1 . •. . - ► •. - ,. - 1 • .,. - • ii • .. - • III ENV -CHK June, 1995 if "no" is shown for any question, provide explanation: ,01 {I ?i firi .., A I - . ... - • II • • 1 - I III 1994 Washington Slate Energy Code Compliance Forms 1 1 • . 1 • - .. 1 - . - 1 - Building Permit PI. . Checklist ENV -CHK June, 1995 Envelope - General Requirements 1311 Instiatlon 1311.1 Installation ! goirements: All insulaaticn materials shall be installed aocordmg to the marxifacturer's instructions to achieve proper densities, maintain clearaices, and maintain uniform R values. To the manirrum extent possible, instl dial shall eater d over the full component area to the intended R- value: 1311.2 Rod/Ceiling Insulation: Opera -flown or poured loose -fill insulaion maybe used in attic spaces where the sloped the ceiling is nct more than 3/12 and there is d least thirty inches of dee dstance from the top of the bottom dhad of the truss err cat ling joist to the underside d the sheathing d the rod ridge. When ea/everts ae installed baffling d the vent openings shall be presided so as to deflect the incoming dr above the surface d the insulation. Where lighting fixtures ere recessed into a suspended a exposed gnat eel rg, the rod /ce"ling assernblyshatl be insulated in a location other than directy on the suspended oeiirg. e eptiorr Type IC rated recessed I ighting fixtures. Where installed in wend framing, faced batt insulation shat be face stapled. 13113 Wall Insulatiortc Fxderbr well cavities isdated during framing shall befuly instated to the levds d the sunourding wails. Whei instated in wood framing, faced bett insulation shill be face stapled. Above grade eteria insulation shat be prdected. 1311.4 Fbor Insulation: Floor instiation shat be irstaled in a permanent manner in substantial contact with the surface being insulated. Insulation supports shah be irstdled so spacing is nct more than twenty - far inches on center. Instated istiaton shall nil Bock he airflow throughfoundaim vents. 1311.5 Slab-On-Grade Floor: Slab-on-grade insulatcn installed inside the foundation wrest shill edend downward from the top of the slab a minim= distance of twenty-four inches or to the tap d the foiling, w tidhe e is less. iisu/dion instated cutside the foundaticn shall eidend downward a ni ri num of twenty -far inches or to the f rostline, whichever is geater. Aboie gads insulation shat be protected. Exception: For mcrrdithic slabs, the insulation shall edend downward from the top d the slab to the bottkxn d the foiling. 1311.6 Radiant Roots (on err bdowgrade) Slab- ongrade insulation shat edend do inward iron the top d the slab a minimum distance of thirty -six indies o dotiriward to the tcp of the fcoting and haiaortal for an aggregate of not less than thirty -six inches. r required by the budding official where sill conditions warrant such i rsul dion, the entire area of a radiant floor shall be therm y isolated fran the son. W a sot gas contrd system is provided below the radiant floor, which results in increased emvectrve flaw below the radiant floor, he raciantfloor shall be thermally isdated from the subflocr gavel layer. 1312 Gtzi g and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U`Factors: U -fa: ors fcr gazing aid doers shat be determined, certified and labeled in acoordaice with Standard RS-31 by a certified independent agency licensed by theNatienat Fenestraion Rating Coulon (NFRC). Oompiance shall be based on Model Size AA or BB. Prcdud samples wed fcr U -facto ddernnatiahs spoil be Reduction line units a representative of units as purchased by the consumer a contractor. Unlabeled gazing and doss shall be assigned the defarlt U-factor in Section 2006. 1312.2 Solar Heat Gain Coefficient and Sharing Coefficient: Soler Heat Gain Coefficient (SHGC), shall be determined, certified and labeled in acoordaice with the National Fenestration Rati rg Carnal (NFRC) Sta tiara by a certified, independent agency, licensed by the NFRC. Exception: Shad rg coefficients (SC) shal be an a ceptatie alternate for complier* with soles heat gar n coefficient requirements. Shading coefficients for glazing shat be taken from Chapter 27 of Standad RS-27 or from the mawfacturer's test data 1313 Mdsture Contra 13131 Vapor Retarders Vapor retarders shat be instilled an the warm side (in winter) of itsuiaicn as required by this section. Ecaception: Vapor retarder installed will not mere than 1/3 of the nominal R -value betweai it and he conditioned space 1313.2 Roof/Ceiling Assentliees: Rod /cei rg assemdies where the ventilation space &bore the insulaien is less than an average of twelve inches shall be prodded with a va retarder. Rodkeiling assemblies withait a vented airspace, where nattier the rod deck nor the roof structure are made of woad, shall Provide a continuous vapor retarder with taped seam. Eraceptianc Vapor retarders need not be praidedwhere all of the insulation is instated between the rod meribraie and the studural roof dedc 1313.3 Walls Walls separating conditianed space from unoord'tticned space shall be Raided with a vapor retarder. 1313.4 Floors Floors separating caidticr ed space fromuneoriditicned space shall be provided with a vapor retarder. 1313.5 Crawl Spaces: A gerund carer of six ml (0.006 inch thick) black poyeth or appraed equal shall be hind aer the grotnd within aanrl spaces. The ground cover shat be overlapped twelve inches minimum d the joints and stall edend to the foundation waU, Enception: The ground cover may be omitted in crawl spaces if the aaNI space has a concrete slab floor with a miii un thickness of three and one-half inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements d this section shall apply b building elements sepaati rg eonciticned from unconditioned spaces. Exter'rcr joints aound winxbm and doo frames, comings between walls and foundation, between was aid rod and wall panels; openings at penetrations of utility services through walls, floors, and roofs, and all ether openings in the buidrg en elcpeshal be sealed, caulked, gasketed, or weatherstipped to lint air leakage. 13142 Glazing and Doors: Doors and operable glazing separating conditioned fran unconditioned space shall be weatherstripped. Faced windows shall be tight fitting with gals retaned by stops with sealant a caulking at around. Exception: Openings the ae required b be fre resi start. 1314.3 Boiling Assemblies Used as Ducts or Plenum: Guiding assemblies wed as ducts a plenums shat be sealed caulked, and gasketed to tint air leakage ~ W rt J o O 0 co 0 W H LL W O aa u. co = a I- III Z = I- O Z W n 0 O - D I- W W t 0 L —O W Z - • I O Z • Project Info Project Address own( PARK Orr- 71It1POhtT panxlNG rACxLITr Area In ft2 (or If for perimeter) Allowed Watts x ft (or x 10 Date IttVgif MAINTIMAWCZ ethxLOxNO 3 > sot b, z OLD MILITARY no. 750.0 900.0 For Building Dep 8g..1KW /LA NOV 1 32001 PERMIT e��rER • PY TUKWIL11, 1 Applicant Name: QU7K PARK Orr- AIRPORT wARxINO r11cuLITY Applicant Address: " F rom Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 900.0 Applicant Phone: H LE. •• Location Description Allowed Watts per ft or per If Area In ft2 (or If for perimeter) Allowed Watts x ft (or x 10 Covered Parking MAINTIMAWCZ ethxLOxNO 0.2 W/ft 750.0 900.0 Location (floor /room no.) Occupancy Description - Allowed Watts per ft2 Area in ftz Allowed x Area MAINTIMAWCZ ethxLOxNO 1.20 750.0 900.0 " F rom Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 900.0 Location (floor /room no.) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed V6- 4IT. TLUO. SURIACZ w /2 -r32Te c =r tuc. BALLh1.4T 9 62.0 558.0 • Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts A & 558.0 ` - eta Lighting Summary . . A, II. •I 1 • a•: •II• . f : . If LTG -SUM 1991 Washington State Nonresidential Energy Code Compliance Forms Project Description Compliance Option oen l- arKlno Maximum Allowed Lighting Wattage (Interior Proposed Lighting Wattage (Interior) used. Maximum Allowed Lighting Wattage (Exterior a Aiibis/I ' ` -A "!!'��� ^ /'YIq ` I!\A1 I.: I .. _ 4.. �•/ • New Building , _ _ , Q Prescriptive 0 Lighting Power Allowance Q Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) First Edition - June, 1998 Alteration Exceptions (check appropriate box) 0 No changes are being made to the lighting O Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Unf ?141.Pt 1 ,. . , n ' %IOr4 • Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed • rs- wt fa►r.L PACK W/1-50W LAW 3 65. 195.0 Total Proposed Watts may not exceed Total Mowed Watts for Exterior Total Proposed Watts 195. Outdoor Areas Bldg. (by facade) Bldg. (by perim) BUILDING PERT ETZR Note: for building exterior, choose either the facade area or the perimeter method, but not both) gy Code Compilanre Form 0.2 W /ft 0.25 W /ft 7.5 WAf 110.0 Total Mowed Watts 825.0 825.0 Proposed Lighting Wattage 1997 Washington State Nonre sidential E use mtgr ustea maximum input wattage. ror nxtures witn nara-w lieu UdUd ui uit; Exterior) default table in the NREC Technical Reference Manual may also be used. Prescriptive Spaces LPA 0 Warehouses, storage areas or aircraft storage hangers QQ other LPA Painting, welding, capenty, mechne shops 24 Pelee and fire stations. 1.2 ...: - ..s, :' rr • pis MIMI • r a -1 urns Hold banquet/canfaencelexhibitbn h- MIMI Assembly • . •.- , aucitcriums, gymnast - , theaters F' • • • • atones ME • • • �... • e n . Restaurants/bas 1 iraaff Arepair hatgas Cafeterias, fast fcod estabfishmen ■ Mill Retail A ' . M •nes, • - .._ +, • aces 11111=1111 Retai B ', Retai banlang • Gas stations, auto repair shops =MI cc : - • or s • - as :•. r r ens =•I Warehouses , storage areas c Libra • • . - s • • . - algas r • — See Nursing hares 1.5 Parking garages 51 cmn 1532 W hdesale stores (pallet rack shelving) 1.5 Mal concourses 1.4 Plans Submitted for Common Areas Onlf Schods buildings, sdnod classrooms, day care centers t:35 Canmon area, oorrdas, !arms (eacept mall oorcairse) J 0.8 Laundries 1.3 Toilet fealties s and washrooms 0.8 Office buidngs, offrcelactninistraive areas in facilities of other use types (including but rot united to schools, hospitals, institutions, museums, banks, chrrches) 12 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers QQ other Qualification Checklist Note: If occupancy type is "Other" and fixture answer Is checked, the number of fixtures in the space Is not limited 'oy 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 Watts, and • 4. Ballasts are electronic ballasts Y •. • Iii• •� - el' I . Lighting Summary (back) 1 • LTG -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms Table 15-1 Unit Lighting Power Allowance (LPA) for Interior Lighting 1. In cases in which a use is not mentioned specifically, the Unit PowerAllolaance 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 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 ofroom may be increased by two percent per foot of ceiling height above twelve feet 4. For all other spaces, such as seating and comma areas, use the Unit light PowerAlbxance 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 sulxnitted 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 wnunon 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 roan, the Unit Lighting Power Allowance is 1.0 watts per square foot 9. For indoor sport tournament courts with a§acent 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 displaywindow illumination installed within two feet of the window are exempt Retail A allows a Unit Lighting Power Allowance of LO watts per square foot. Ceiling mounted ac§ustable tungsten halogen and HID merchandise display illuminaries are exempt. Retail B allows a Unit Lighting Pow r 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, 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. Footnotes for Table T5-1 ••: •u•li•i : OM ot: t refiH;t .7Zra : �. i� j .�..•62122: n7 ' Y$' 1. First Edition -June, 1998 for I understond that the PInn port Buildings at . - 1• ClA • RECEIVED CITY OF TUKWILA NOV 1 3 2001 PERMIT CENTER a vin Jordan A.ssociates, Architecture Urban Planning Landscape Architecture Since 1970 ), AsiiO4 iga PROJECT MANUAL for Support Buildings at QUIK PARK an OFF- AIRPORT PARKING FACILITY Tukwila, Washington November 2001 Owner Sterling Realty Organization P.O. Box 9123 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 1 • DIVISION 2 - SITE 02830 Chain Link Fencing 3 DIVISION 3 - CONCRETE 03300 Cast -in -Place Concrete 13 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 Parl ff- Airport Parking Facility Pages 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 U :: U O ■ o W = H : N LL w O g • -J J. co a ; W : z � f- o z wuj • o O N • 1 w ur F- V. z 0 DIVISION 10 - SPECIALTIES 10440 Signage 1 10520 Portable Fire Extinguishers 2 10800 Toilet Accessories 2 DIVISION 11 - EQUIPMENT NOT USED Quik Par ff- Airport Parking Facility 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 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. B. 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; 2. Miscellaneous bolts, expansion anchors, washers, nuts, screws, etc. required for the attachment and installation of the chain link fencing items. Quality Assurance: 1. General: Provide chain link fence & gates as complete units produced by a single manufacturer, including necessary erection accessories, fittings, and fastenings. PART 2 - PRODUCTS 2.01 Materials: A. Chain Link Fence: SECTION 02830 CHAIN LINK FENCING Quick Park Off- Airport Parking Facility 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. 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 '1 2. 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. 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. 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. 6. Concrete: Provide concrete consisting of portland cement, ASTM C 150, 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. C. Unless otherwise indicated, excavate hole depths approximately 3" lower than post bottom, with bottom of posts set not less than 36" below finish grade surface. D. Place concrete around posts and vibrate or tamp for consolidation. Check each post for vertical and top alignment, and hold in position during placement and finishing operations. E. Fabric: Leave approximately 2" between finish grade and bottom salvage, unless otherwise indicated. Pull fabric taut and tie to posts, rails, and tension wires. Chain Link Fencing 02830.2 • F< ix e END OF CHAIN LINK FENCING 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. Chain Link Fencing 02830.3 • U O: V) w: ' w t t w 0 u- Q ~ _; Z I- 0 Z w w . o H - 0 W Z! 0 - t O Z -,. PART 1- GENERAL 1.01 General: 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; 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 ". d. ACI 347 "Recommended Practice for Concrete Formwork ". e. ACI 304 "Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete ". f. Concrete Reinforcing Steel Institute, "Manual of Standard Practice ". Concrete 03300.1 ACI 211, Standard Practices for Selecting Proportions for Normal, Heavyweight, and Mass Concrete. h. ASTM C -94, "Standard Specification for Ready -Mixed Concrete" 2. In case of conflict between the referenced standards, the more stringent requirements shall govern. g. 3. Workmanship: The Contractor is responsible for correction of concrete work that does not conform to the specified requirements, including strength, tolerances and finishes. Correct deficient concrete as directed by the Architect. • Submittals: PART 2 - PRODUCTS 2.01 Materials: A. Form Materials: Quik Park Off - Airport Parking Facility a. Submit to the Architect two (2) copies of manufacturer's printed batching and mixing instructions. Shop Drawings: Submit five (5) copies of shop drawings for steel reinforcing indicating all critical dimensions for determining fit and placement in the concrete work. All shop drawings must be approved prior to fabrication. 5. Inspection (By Owner): The Owner may engage the services of a testing agency to conduct inspection and testing of the concrete work and its placement to determine its compliance with these Specifications. The Contractor shall cooperate at all times with testing agency and provide required testing samples and access to all necessary areas of the Work. 1. Forms: Unless otherwise shown or specified, construct all formwork for exposed concrete surfaces with plywood, metal, metal - framed plywood - faced or other acceptable panel -type materials, to provide continuous, straight, smooth, exposed surfaces. Furnish in largest practicable sizes to minimize number of joints. Provide form material with sufficient thickness to withstand pressure of newly placed concrete without bow or deflection. Use overlaid plywood complying with U.S. Product Standard PS -1 "B -B High Density Overlaid Concrete Form ", Class I. Concrete 03300.2 W ; iv nom 2 uuJ U : U O' CO ■ o CO w J 5 2' VJ u 0 2 gQ co = d : w h- z �. I- O. z � L1.1 uj U 0 : . O - , O F-: w uj O• ui z U N O Wel Quik Park Off - Airport Parking Facility 2. Form Coatings: Provide commercial formulation form- coating compounds that will not bond with, stain, nor adversely affect concrete surfaces, and will not impair subsequent treatments of concrete surfaces requiring bond or adhesion, nor impede wetting of surfaces to be cured with water or curing compound. Reinforcing Materials: 1. Reinforcing Bars: Deformed steel bars, ASTM A615, Grade 60, f 60,000 PSI. Exceptions shall be column ties, bars to be field bent, and any other bars specifically so noted on the drawings shall be Grade 40, f 40,000 psi. 2. Welded Wire Mesh: Welded plain cold -drawn steel wire fabric, ASTM A185. 3. Steel Wire: ASTM A82, Plain cold -drawn steel. 4. Supports for Reinforcement: Provide supports for reinforcement including bolsters, chairs, spacers and other devices for spacing, supporting and fastening reinforcing bars in place. Use wire bar type supports complying with CRSI recommendations, unless otherwise specified. Wood, brick and other devices will not be acceptable. Concrete Materials: 1. Portland Cement: ASTM C 150, Type 1 -A, unless otherwise acceptable to the Architect. Use only one brand of cement throughout the project. 2. Aggregates: ASTM C33, and as herein specified. Provide aggregates from a single source. Local aggregates not complying with ASTM C33 but which have shown by special test or actual service to produce concrete of adequate strength and durability may be used when acceptable to the Architect. 3. Water: Clean, fresh, drinkable. 4. Air - Entraining Admixture: ASTM C260. 5. Superplasticizer: Shall be WRDA 19 Water- Reducing Admixture, complying with ASTM C494, Type A as manufactured by W.R. Grace Concrete Products, or approved equal. Calcium chloride will not be permitted in concrete, unless otherwise authorized in writing ll Architect. Concrete 03300.3 z le 2 00 (00, . J H Q w O ; �¢ H1 z � f- 0 z 2 U O ; 'O N . w W ; 1- U O W Z U N H � O D. Curing Materials: 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. rt 2, 2. Sheet Materials: Shall conform to ASTM C171. _i 0 CO 0 ' co ILI WI 1. Perimeter Insulation: Shall be 2" thick Styrofoam brand Square Edge, u_ cu 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 < approved equal. ci uj 2. Expansion Joint: Shall be 'A " thick fiber board pre-molded expansion z joint. 0 WW z 3. Compacted Crushed Rock: Shall be manufactured from ledge rock, talus, ° CO or gravel. 5/8"minus in size. The materials shall be uniform in quality and ig - "- substantially free from wood, roots, bark, and other extraneous material. r) , 4. Vapor Barrier: 6 Mil. thick clear polyethylene film, type recommended for below grade application. Ili 0 , 0 I 5. Concrete Sealer - Interior: Shall be Lapidolith chemical hardener and Penetrating Sealer 20 as manufactured by Sonneborn Building Products Div., or approved equal. E. Related materials: F. Proportioning and Design of Mixes: Quik Park Off-Airport Parking Facility 1. Design mixes to provide concrete with the following properties, as indicated on drawings and schedules: a. Concrete (Footings, Foundation, Floor Slabs and Walls): Concrete shall attain a 28 day strength of f = 3,000 psi and mix shall contain not less than 6 sacks of cement per cubic yard, nor more than 6 gallons of water per sack of cement. 2. Admixtures: Use air-entraining admixture in all concrete exposed to weather, unless otherwise shown or specified. Add air-entraining admixture at the manufacturer's prescribed rate to result in concrete at the point of placement having air content within the following limits (± 1%): Concrete 03300.4 tat PART 3 - EXECUTION 3.01 General: 5% for 1 '/2" to 2'/2" aggregate. 6% for 3/4" to 1" aggregate. 7% for 3/8" to 1/2" aggregate. Use admixtures for water - reducing and set - control in strict compliance with the manufacturer's directions. Use amounts of admixtures as recommended by the manufacturer for climatic conditions prevailing at the time of placing. Adjust quantities and types of admixtures as required to maintain quality control. 3. Slump Limits: Proportion and design mixes to result in concrete slump at the point of placement for the following limits: Floor slabs: 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 z a • Z 6 U0 U) p w i J N LI. w0 gQ co = W F-- _ z �. 0 z I U 0 co w U0 Cu U N ; 0 z • 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. C. Provisions for other Trades: Provide openings in concrete formwork to 1 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. B. Preparation: Quik Park Off- Airport Parking Facility 1. To minimize differential settlement it is essential that earth surfaces, upon which footings or slabs will be placed, be compacted to the approval of the Architect and in accordance with the compaction requirements established in Section 3.11 of this Specification. Z` a: 2 . 2. Verify that all compaction is complete and approved prior to placing u� compacted crushed rock or excavation for footings. v o uj C. Excavation: Excavate to the established lines and grades. Remove all loose soil. J I Where soft spots are encountered, remove all defective material and replace with 0 lean concrete at no additional cost to the Owner. g Q . ~ w A. Design, erect, support, brace, and maintain formwork to support vertical and z lateral loads that might be applied until such loads can be supported by the w o iu concrete structure. Construct formwork so concrete members and structures are of correct size, shape, alignment, elevation and position. v N O 0 Design formwork to be readily removable without impact, shock, or damage to = v cast -in -place concrete surfaces and adjacent materials. '- u. O z Construct forms complying with ACI 347, to sizes, shapes, lines, and dimensions 0 c shown; and to obtain accurate alignment, location, grades, level, and plumb work 0 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. 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: B. Control Joints: Shall be by one of the following methods: 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. 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 Z F Z ;. U O' N 0: • w= W LL w 0: u_ Q � 1— 0: Z 1— U 0 . N : 0 E- ,w uj u W Z O 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. B. Perimeter Insulation: Insulation shall be installed with mastic in locations shown on Drawings in accordance with Manufacturer's recommendations. 3.06 Concrete Pouring: - A. Concrete Placement: Quik Park Off - Airport Parking Facility 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. 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. 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 TV tOrvr z re W m J U U U CI LIJ J CO U- 0 J - a LO ` z � zo UJ U � '0 - OH w ui . L I 0 z . w O t ie O H z 3.07 Finishing: 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. A. Monolithic Slab Finishes: 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 �t5:.tis',:CdeU't1 Y�ur.YY 1{ "� YLl1D1�iL�Bn �A x..444AAnua'za.ktitttait C�`E1��'lY1G. Vi}�!! %. '' 4.' L�r�1i' f�`! AN' tPlL�st' S�J�tX77t�S18 "k1tYAifi:!�kkY,DPS6-04tx�"'S: . . '. •P z �z • w 6 O 0 0 co co uj 0. J I • w w 0 g • � co a . = w z �.: 1- 0 U i uj n o O N • F- X 0 IL. O ui z U = .; O H z 1 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 z P 6 0 0 cn 0 W z: J1- w 0 g - J LL. Q = d . z � E- 0 Z E-- D 0 ON O F- w • Lu II 0 . z w 0 1— z v 3.08 Removal of Forms: A. Removal of Forms: 3.09 Concrete Repair: A. Quik Park Off- Airport Parking Facility Provide moisture - retaining cover curing as follows: Cover concrete surfaces with moisture - retaining cover for curing concrete, placed in widest practicable width with all edges lapped at least 3" and sealed by waterproof tape or adhesive. Immediately repair any holes or tears during curing period using cover material and waterproof tape. w J U 0 t vo CI W . W =; I- : • u_ W 2 g J u. • a 1. Formwork for foundation walls may be removed after cumulatively curing Z at not less than 50° F., for 24 hours after placing concrete, provided z O concrete is sufficiently hard so it will not be damaged by form removal w operations, and provided that curing and protection operations are 2 o ' U maintained. O N' f- = U: LL O. 1. Clean and repair surfaces of forms to be reused in the work. Split, frayed, iii Z delaminated or otherwise damaged form facing material will not be v =' acceptable. Apply new form coating compound material to concrete r.: contact form surfaces as specified for new formwork. .. Reuse of Forms 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. 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 B. Concrete Surface Repairs: Quik Park Off - Airport Parking Facility 1. Patching Defective Areas: Repair and patch defective areas with cement mortar immediately after removal of forms, but only when acceptable to Architect. Cut honeycomb, rock pockets, and voids over 1/2" diameter, and holes left by tie rods and bolts, down to solid concrete, but in no case to a depth of less than 1". Make edges of cuts perpendicular to the concrete surface. Before placing cement mortar, thoroughly clean, dampen with water, and brush -coat the area to be patched with neat cement grout. 2. Repair of Unformed Surfaces: Test unformed surfaces, such as monolithic slabs, for smoothness and to verify surface plane to tolerances specified for each surface and finish. Correct low and high areas as herein specified. Test unformed surfaces sloped to drain for trueness of slope, in addition to smoothness, using a template having required slope. Repair finished unformed surfaces that contain defects that adversely affect durability of concrete. Surface defects, as such, include crazing, cracks in excess of 0.01" wide or which penetrate to reinforcement, spalling, pop -outs, honeycomb, rock pockets, and other objectionable conditions. 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 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 1 3.10 Sealing of Concrete: A. Backfilling: 3.11 Backfilling and Compaction: 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. A. Exterior: Seal exterior exposed concrete slabs with sealer in strict accordance with Manufacturer's recommendations. 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 H W . 00 ca w wO w = - z � o z1-- 0 O • w w w L I O • Z U O z PART 1 - GENERAL 1.01 General: PART 2 — PRODUCTS Section 05500 MISCELLENOUS METALS Quik Park Off - Airport Parking Facility A. Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the metal pipe, metal railing and miscellaneous metal work as shown on the Drawings and as specified herein. B. Codes and Standards: AISC "Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings "; AWS "Structural Welding Code "; comply with applicable provisions unless otherwise indicated. Shop Drawings: Show complete details and instructions for fabrication, - assembly, and installation. Furnish anchor bolts required for installation in other work; furnish templates for bolt installation. Inserts and Anchorages: Furnish inserts and anchoring devices to be built into other work for installation of miscellaneous metal items; coordinate delivery to job site to avoid delay. 2.01 Materials: A. Steel Plates, Shapes, Bars: ASTM A 36. B. Cold- Formed Steel Tubing: ASTM A 500, Grade B. C. Steel Pipe: ASTM A 53, Type E or S, Grade B. D. Structural Cold- Rolled Steel Sheets: ASTM A 570. E. Galvanized Structural Steel Sheets: ASTM A 446, Coating Designation G90. F. Galvanizing: ASTM A 386 for assembled products; A 153 for iron and steel hardware. Miscellaneous Metal 05500.1 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. - 1 Shop -paint all items not specified to be galvanized after fabrication. PART 3 — EXECUTION 3.01 Fabrication: Quik Park Off - Airport Parking Facility 1. Weld comers and seams continuously; grind exposed welds smooth and - flush. 2. 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. 1. Galvanize, unless otherwise indicated. Bearing Plates: Provide for steel items bearing on masonry or concrete, as shown. Drill plates to receive anchor bolts. 1. Galvanize after fabrication. 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. E. Miscellaneous Steel Trim: Fabricate to shapes and sizes as required for profiles shown; continuous welded joints and smooth exposed edges. Use concealed field splices wherever possible. Provide cutouts, fittings, and anchorages; coordinate assembly and installation with other work. Steel Pipe Railings: Fabricate to dimensions shown, with smooth bends and welded joints using 1 -1/2" steel pipe, unless otherwise shown. Secure posts and rail ends to building construction and grating as indicated. 1. Galvanize steel railings, including pipe, fittings, brackets, fasteners and other ferrous metal components. Miscellaneous Metal 05500.2 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. A. 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 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. PART 1 GENERAL 1.01 General: Section 06100 ROUGH CARPENTRY B. Work Included: The work of this Section shall include, but is not necessarily limited to the following: Wood framing for walls, ceilings & roofs; Backing for mounting toilet accessories; Roof & wall sheathing; Glued laminated beams; Pre - fabricated wood roof trusses; Wood columns, beams and headers; Framing anchors & beam seats; Glu -Lam connectors, anchors, accessories; Wood grounds, nailers, blocking, backing, furring, ledgers and sleepers; C. Related Work Specified Elsewhere: 1. Interior Trim: Section 06200 — Finish Carpentry 2. Exterior Trim: Section 07460 — Wood Siding & Trim 3. Plywood Soffits & Plywood Siding: Section 07460 — Wood Siding & Trim D. Quality Assurance: Quik Park Off - Airport Parking Facility 1. Lumber Standard: Comply with PS 20, except as otherwise indicated. 2. Sheathing Standard: Comply with PS 1 except as otherwise indicated. Factory-mark each piece of sheathing with type, grade, mill and grading agency, except omit marking from surfaces to be exposed with transparent finish or without finish. 3. Glu -Lam Standard: Except as otherwise indicated, comply with PS 56 "Structural Glue Laminated Timber ", including applicable reference standards cited therein. 4. Glu -Lam Manufacturer Qualification: Provide factory-glued timber units, Rough Carpentry 06100.1 • E. Submittals: Quik Park Off- Airport Parking Facility produced by an AITC- licensed firm, qualified to apply the AITC "Quality Inspected" mark, and operating in compliance with AITC 200 "Inspection Manual ". 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. G. Job Conditions: 1. Installer must examine the supporting structure provided by others and the conditions under which the carpentry work is to be installed, and notify the General Contractor in writing of conditions detrimental to the work. Do not proceed with the installation until unsatisfactory conditions have been corrected in a manner acceptable to the Installer. 2. Coordination: Fit carpentry work to other work; scribe and cope as Rough Carpentry 06100.2 } i :3i�al'+�9u111.7 #�+tS1+iL'wli 3`Yi�aiu`.W.YA'.:: PART 2 - PRODUCTS 2.01 Materials: 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. II -J C.) U 00 U) J H W0 1. Provide dressed lumber, S4S, unless otherwise shown or specified. 2 J 2. Provide seasoned lumber with 19% maximum moisture content at time of i a dr = w F-- ?1.- 3. Framing lumber shall be graded and marked in conformance with z O W.C.L.B. Standard Grading Rules for West Coast Lumber No.16, latest w w edition furnish to the following minimum standards: m o ` Use: Species Grade Fb: 0 "; 2 X Beams Hem -Fir No. 2 * 1000 Psi z 0 4 X Beams Douglas Fir No. 2 875 Psi 0 6 X Beams Douglas Fir No. 1 1350 Psi iii Z All Other Lumber Douglas Fir No. 2 2 _ z Lumber - General: Nominal sizes are indicated, except as shown by detail dimensions. Provide actual sizes as required by PS 20, for the moisture content specified for each use. Sheathing * 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 • 24F -V4 for simple spans and 24F -V8 for Cantilever and continuous spans. Fe 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. a; tu 2 . 00 co 0 uu) w J 1.- N 3. Seal Coat: After complete fabrication and sanding of each unit, and end- w O : coat sealing, apply a heavy saturation coat of penetrating sealer on all g surface of each unit. u_ _ d . 4. End -Cut Sealing: Immediately after end - cutting each member to final F _. 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. w o uj 5. All exterior beams and all beams exposed to moisture shall be pressure o • N : 0 O 1— w E. Pre - fabricated Wood Roof Trusses: Shall be designed by • v Y the manufacturer in I I with the "Design Specifications for Metal Plate Connected Wood Trusses, TPI -78" by the Truss Plate Institute for the spans and conditions shown v cn on the plans. Loading shall be as follows: iz � Q z 2. Appearance grade: Except as otherwise indicated, provide Architectural Appearance grade where exposed, and Industrial Appearance Grade beams where concealed, complying with AITC 110. treated as specified herein. Top chord live load 40 psf Top chord dead load 12 psf Bottom chord dead load 5 psf Total load 57 psf Quik Park Off - Airport Parking Facility 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 1. Finish: Except as otherwise indicated, finish each assembly and fastener prior to use by hand tool cleaning (SSPC -SP 2), solvent cleaning (SSPC- q F , : ` ; SP 1), phosphate pretreatment (SSPC -PT3), and painting with rust- : 1- w . inhibitive primer (FS TT -P- 57, Type II), 2.0 mils dry film thickness. 6 m Those in contact with masonry shall be hot dip galvanized in accordance -J o with ASTM A153. , co 0 J MI Timber Fasteners and Anchorages: Provide size and type as indicated and as co LL recommended by applicable standards, complying with applicable Federal w 0 . Specifications for nails, staples, screws, bolts, nuts, washers, and anchoring g n J ' devices. a , < co m H. Building Paper: 15# asphalt saturated fiberglass felt, nonperforated, ASTM D226. 1- w = . Z I.- I. Wood Treatment: z 1- w uj n o . 1. Preservative Treatment: Where lumber, plywood, engineered lumber U co (LVL, PSL) or glu -lams are exposed to weather, or in contact with o E- concrete or masonry, or are specified herein to be treated, they shall w w : comply with the applicable requirements of the American Wood v ' H Preservers Bureau requirements of the American Wood Preservers Bureau �" z z (AWPB). Mark each treated item to comply with the AWPB Quality v N Mark requirements for the specified requirements. Pressure -treat above 0 I ground items with water -borne preservatives complying with AWPB LP- z 2. After treatment, kiln dry to a maximum moisture content of 15 %. PART 3 - EXECUTION Quik Park Airport Parking Facility indicated, with steel bolts (ASTM A307), lag bolts (FS FF -B -561), and other standard fasteners as required. 2. Treat indicated items and the following: Complete fabrication of treated items prior to treatment, wherever possible. If cut after treatment, coat cut surfaces with heavy brush coat of same chemical used for treatment. Inspect each piece of lumber or plywood after drying and discard damaged or defective pieces. 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 .1Y4:+4�'wcKQ1�Y.i?CMCA.v�}gg1 Quik Park Off- Airport Parking Facility 3.01 General: A. General: Discard units of material with defects which might impair the quality of z the work, and units which are too small to fabricate the work with minimum 4 joints or the optimum joint arrangement. Set carpentry work accurately to required levels and lines, with members plumb and true and accurately cut and 6 = fitted. U O N 0 Securely attach carpentry work to substrates by anchoring and fastening as shown and as required by recognized standards. Use common wire nail, except as cn u_ u j 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. = w z� . Wood Nailers, Blocking, Backing, Furring and Sleepers: i,_„ O z� 1. Provide wherever shown or where required for attachment of other work. ? o Form to shapes as shown and cut as required for true line and level of U w work to be attached. Coordinate location with other work involved. o w W , 2. Attach to substrates as required to support applied loading. Countersink -- bolts and nuts flush with surfaces, unless otherwise shown. O U w O 3.02 Wood Framing: A. Wood Framing, General: 1. Provide framing members of sizes and on spacings shown and frame openings as shown, or, if not shown, comply with the recommendations of the "Manual for House Framing" of the National Forest Products Association. Do not splice structural members between supports. 2. Anchor and nail as shown, and to comply with the Recommended Nailing Schedule - Table I of the "Manual for House Framing" and other recommendations of the NFPA. 3. Firestop concealed spaces with wood blocking not less than 2" thick, if not blocked by other framing members. Provide blocking at each building story level and at ends of joist spans. 4. Wood Framing details not shown otherwise shall be constructed to the minimum standards of the Uniform Building Code. Minimum nailing, unless otherwise noted, shall conform to Table 23- II -B -1 of the 1997 UBC. Rough Carpentry 06100.6 :..S . ■ :; * .. W4YG� bti,(•".: 313:.> ;Nfitk.c.+:.tLu�t3'.;.Y,c �b�ytks3� 'rr)A " W6k'GASta 44 t z B. Stud Framing: Quik Park Off- Airport Parking Facility 1. General: Provide stud framing where shown. Use 2 x 4 or 2 x 6 studs as indicated, spaced 16" o.c. with wide face perpendicular to direction of wall or partition. Provide single bottom plate and double top plates 2" :.1- W thick by width of studs, except single top plate may be used for non -load- bearing partitions. Nail or anchor plates to supporting construction. 0 2. Construct corners and intersections with not less than three studs. Provide w miscellaneous backing and framing as required for support of facing materials, fixtures, specialty items and trim. w O a � LL = co _ d _ 3. Provide multiple 2 x 12 headers over and double studs each side of all ? 1._ openings in stud bearing walls unless noted otherwise. Frame openings w O with multiple studs and headers. Provide nailed header members of j o thickness equal to width of studs. Set headers on edge and support on jamb studs. o 4. Provide continuous solid blocking at mid - height of all stud walls over 8' 1- u. .. U N .. For non - bearing partitions, provide double jamb studs and headers not less 1 than 4" deep for openings 3' and less in width, and not less than 6" deep Z for wider openings. Provide continuous horizontal blocking row at mid- height of partitions over 8' high, using 2" thick members of same width as wall or partitions. in height. Rafter Framing: 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 _.a —_a i j 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. 3.03 Trusses/ Rafters: 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 drafters. 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 ". B. 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: blocking (2" thick by depth of joist) over supports. Quik Park Off - Airport Parking Facility 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 .r 3.06 Protection: 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. z;. � 6 JU 0 0 rnw A. General: Where approved particleboard is used for sheathing, Contractor shall take necessary measures to insure that material does not get wet. Contractor shall uj o . repair or replace any material that, in the opinion of the Architect, has been 2 damaged by exposure to weather. ga g wQ Roof Sheathing: Install panels with 1/8" spacing at end joints and 1/4" spacing at = w edge joints. Nailing shall be 10d (Common) at 6" o.c. at panel edges and 12" o.c. at intermediate supports. z O CU uj o . c C3 I Wall Sheathing: 1. General: Application shall be in accordance with APA's Design /Construction Guide: Residential & Commercial Form E30. w w 1- 2. Apply sheathing vertically direct to studs or truss framing. Allow 1/8" w Z Z joint spacing along panel ends and edges. Nail panels as indicated in the o _ ' Shearwall Schedule on the Structural Drawings. Z �; A. 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 A PART 1 - GENERAL 1.01 General: Section 06200 FINISH CARPENTRY Quik Park Off- Airport Parking Facility A. Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the Finish Carpentry work as shown on the Drawings and as specified herein. B. 1.02. Quality Assurance: Work Included: The work of this Section shall include, but is not limited to the following: Standing and running trim Counter tops Related Work Specified Elsewhere: 1. Plastic Laminate, Section 06240. 2. Pre- Manufactured Cabinets, Section 12300. A. Quality Standards: Except as otherwise shown or specified, comply with specified provisions of the following: Architectural Woodwork Institute (AWI) "Architectural Woodwork Quality Standards ", 6th Edition, Version 1.0, 1993. B. Job Conditions: The Installer must examine the substrates and conditions under which the work is to be installed; and notify the General Contractor of unsatisfactory conditions. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the Installer. C. Product Delivery, Storage, and Handling: Protect woodwork during storage and handling to prevent damage, soiling and deterioration. Do not take delivery of woodwork, until painting, wet work, grinding, and similar operations which could damage, soil, or deteriorate woodwork have been completed in installation areas. If items must be stored in other than installation areas, due to unforeseen circumstances, store in areas meeting requirements specified for installation areas. Finish Carpentry 06200.1 1.03 Submittals Quik Park Off - Airport Parking Facility A. Shop Drawings: Submit four (4) copies of shop drawings on all items of architectural woodwork. The woodwork Manufacturer is responsible for details and dimensions not controlled by job conditions and shall show on his shop drawings all required field measurements beyond his control. The Installer and the woodwork Manufacturer shall cooperate to establish and maintain these field dimensions. PART 2 - PRODUCTS 2.01 Materials: A. Wood: 2.02 Fabrication: A. General: 1. Standing and Running Trim: Custom Grade II Douglas Fir in accordance with the requirements of AWI Section 100. 2. Counter Tops: Core shall be medium density particleboard conforming to C.S. 236 -66 (type 1 -B -2). See Section 06240 for plastic laminate. 1. Design and Construction Features: Comply with the details shown for profile and construction of architectural woodwork; and, where not otherwise shown, comply with applicable Quality Standards, with alternate details at Fabricator's option, subject to approval by Architect. 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. Quality Standards: For the following types of Architectural woodwork, comply with the indicated standards as applicable. 1. Standing and Running Trim: AWI Section 300, Custom Grade. Fabricate wood trim to dimensions, profiles and details shown. Route or groove reverse side (backed out) of trim members to be applied to flat surfaces, except for members with ends exposed in the finished work. Finish Carpentry 06200.2 !ii %�•;�..; .. rr.., �:1+.`,w.w. 'i �'k' .1!; a. ;.1i;r1.�.4Q': +-. Y>>. d`.o.'a.tb+:e:.ilru:4:}.:xilia ; , C. Finish for Architectural Woodwork: PART 3 - EXECUTION 3.01 Execution: A. Preparation: 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. 3. Preparations for Finishing: Comply with AWI Quality Standards, Section 1500, for sanding, filling countersunk fasteners, back priming and similar preparations for the finishing of Architectural Woodwork, as applicable to each unit of work. 4. Finishes: All Architectural Woodwork shall be prefinished in accordance with AWI Transparent System Code TR -1, Custom Grade. Installation: Condition woodwork to average prevailing humidity conditions in installation areas prior to installing. Prior to installation of Architectural Woodwork, examine shop fabricated work for completion, and complete work as required, including back priming, and removal of packing. 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 D. 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. 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 aizti�� „�n...�ir• r, _ ',;: fvS: iii::•:.;.::ai::�u;J,,��:a't;.i PART 1 - GENERAL 1.01 General: A. PART 2 - MATERIALS Materials: A. Wainscoting on Restroom Walls; Countertops; Backsplash. Plastic Laminate: Section 06240 PLASTIC LAMINATE Related Work Specified Elsewhere: 1. Section 06200 - Finish Carpentry 2. Section 12300 - Pre - Manufactured Cabinets Quik Park Off- Airport Parking Facility Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the 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: 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 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 PART 3 - EXECUTION 3.01 General: END OF PLASTIC LAMINATE 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. Plastic Laminate 06240.2 j PART 1— GENERAL 1.01 General: A. Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the insulation work as shown on the Drawings and as specified herein. Section 07200 INSULATION Quik Park :f- Airport Parking Facility Provide insulation thickness indicated, or provide combination of thickness and k -value required to yield the "R" value indicated. C. Work includes provision of installation where indicated in the drawing. PART 2 — PRODUCTS 2.01 General Building Insulation: A. Batt Insulation: Preformed glass or mineral fiber batt, 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. PART 3 — EXECUTION 3.01 Installation: A. Comply with insulation manufacturer's printed instructions for the installation for each type of thermal insulation. Provide satisfactory anchorage or support for each unit. B. Do not block roof and wall venting system. If there is any doubt of the insulation blocking the venting system contact the General Contractor and Architect. END OF INSULATION Insulation 07200.1 z c w'. J U , UO CO o Ill I I-- u� w : w 2 g Q : co w z , 1= z I uj 2 U 0 w W . I U. I- -O O • PART 1- GENERAL 1.01 General: A. A. 1.03 References: A. B. 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. Submittals: Section 07310 ASPHALT SHINGLES Quik Park ff- 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. Related Work Specified Elsewhere: 1. Section 07620 - Sheet Metal Flashing & Trim. 1.02 Quality Assurance Applicator /Contractor shall supply Architect with verification of a minimum of five (5) years roofing experience. ASTM D 3161 -81, Standard Test Methods for Wind Resistance of Asphalt Shingles. ASTM D 3018 -89, Type 1, Specification for Class A Asphalt Shingles Surfaced With Mineral Granules. ASTM D 4869 -88, Type II, Standard Specification for Asphalt Saturated Organic Felt Shingle Underlayment Used in Roofing. D. ASTM D 4586 -86, Type II, Standard Specification for Asphalt Roof Cement, Asbestos Free. Asphalt Shingles 07310.1 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. 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 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. D. Handle carefully. Shingles can be broken in cold weather or their edges damaged in hot weather. PART 2 - MATERIALS 2.01 Materials: Quik Par, ,ff- Airport Parking Facility 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. A. Asphalt Shingles: Shall be "Oakridge Plus ", as manufactured by Owens - Corning Fiberglas, or approved equal. Color shall be as selected by Architect from Manufacturer's standard color choices. Shingle shall be Factory Laminated consisting of double layers of fiberglass mat, asphalt and granules. B. Underlayment: Shall be Number 301b. ASTM non - perforated organic felt. C. Mineral Surfaced Roll to match composition shingles as manufactured by Owens - Corning Fiberglas, or approved equal. Asphalt Shingles 07310.2 t 1 D. PART 3 - EXECUTION 3.01 General 3.03 Shingle Installation: 3.02 Underlayment Installation: Edge and Flashing shall be 26 gauge galvanized metal. Quik Par, ,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. Plastic Cement: ASTM D4586 -86, Type II. G. Vented Ridge Cap: Shall be the RidgeMaster Plus by Mid - America Building Products or approved equal. 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. 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. 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 3.05 Clean Up: Quik Park £f- Airport Parking Facility 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. E. 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: 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. A. Clean up wrappers and debris daily and leave completed installation clean and free of scraps, wrappers and other debris. B. Sweep or hose down completed roofing to remove loose or excess granules from roof and gutters. END OF ASPHALT SHINGLES Asphalt Shingles 07310.4 Esal S 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. 1.02 Quality Assurance: PART 2 - PRODUCTS 2.01 Materials: Wood Siding Wood Shingles Soffit Venting 1. Section 06100 2. Section 07620 - 3. Section 07920 - 4. Section 09250 - 4. Section 09900 - Section 07460 WOOD SIDING & TRIM Associates Work Specified Elsewhere: — Rough Carpentry Sheet Metal Flashing & Trim Sealants & Caulking Gypsum Wallboard Painting Quik Par, off- Airport Parking Facility Work Included: The work of this Section shall include, but is not limited to the following: 1. Standards: Siding shall be installed in conformance with W.W.P.A. Technical Guide TG -8 Natural Wood Siding 2. Product Handling: Keep materials dry during delivery and storage. Protect against exposure to weather and contact with damp or wet surfaces. Stack siding and provide air circulation within stacks. A. Wood Siding: Shall be Hardiplank Rustic Cedar Lap Siding, factory primed as manufactured by James Hardie, or approved equal. Siding & Trim 07460.1 B. Wood Shingles: Shall be Heritage Straight Edge Shingle Plank, factory primed, as manufactured by James Hardie, or approved equal. F. PART 3 - EXECUTION 3.01 Installation: A. Quik Park ,ff- Airport Parking Facility Exterior Trim: Shall be rough -sawn tight knot Cedar, sizes as indicated on the Drawings. z . n w: E. Soffit Venting: Shall be aluminum coated rolled 1/8" mesh screen as manufactured J v UO CO o CO N LL` w LL j co - a z I- F— O . z I- U 0 : O � 1 . General: Application shall be in accordance with W.W.P.A. Technical o — :. Guide TG -8 Natural Wood Siding. = v` 2. The wall space to be sided must have building and trim installed in w z : accordance with W.W.P.A. Technical Guide TG -8. All stud centerlines must 0 be located and marked from top to bottom using straight edge or chalk line. O ►- Nailing 1 -1/2" into solid wood stud is required. Use only blunt tipped, z 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. D. Building Paper: 15# asphalt saturated fiberglass felt, nonperforated by Northwest Metal Products Co., or approved equal Exposed Exterior Plywood: Shall be APA 303- 18 -S/W, ungrooved rough -sawn texture, 1/2" thick, plywood with shiplap edges. Siding: Exterior Trim: 1. Install the work plumb, level, true and straight, with no distortions. Install to a tolerance of 1/8" in 8' - 0" for plumb and level. 2. Scribe and cut work to fit adjoining work, and refinish cut surfaces or repair damaged finish at cuts. Siding & Trim 07460.2 • - "1 3.02 Protection: 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. 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 Quik Par; " \ff - Airport Parking Facility Siding & Trim 07460.3 1 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. B. 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. A. Galvanized Steel: Shall be zinc - coated, conforming to ASTM Designation A -93- 63T, commercial coating class with 1.25 oz. coating per square foot. All galvanized sheet metal shall be No 26 USS gauge. . Zinc Alloy: Shall be "Hydro -T- Metal ". Quik Par \ Airport Parking Facility Solder: Shall conform to ASTM Designation B32 -60A, alloy grade 50A. Flux: Shall be approved brand of non - corrosive flux or raw muriatic acid killed with zinc. Remove excess flux and neutralize surfaces after soldering. E. Nails, Bolts, Screws, and Rivets: Shall be of type best suited for the purpose and of composition that will not support galvanic action. F. Caulking: All caulking material shall be Dow Corning 790 Building Sealant, General Electric Silicone Construction 1200 Sealant, or approved equal. See Section 07920, Sealants & Caulking. G. Continuous Metal Gutters (Building): Shall be prefinished 0.032" thick aluminum, continuously formed gutters. Color White. Sheet Metal Flashing & Trim 07620.1 PART 3 - EXECUTION 3.01 Execution: Quik Parrff- Airport Parking Facility Metal Downspouts: Shall be prefinished 3" x 4" x .024" thick aluminum downspouts. Color White. General: Sheet metal flashing and trim shown on the Drawings is not intended to indicate all locations requiring flashing and trim. The subcontractor shall provide and install flashing and trim as required for complete and watertight structure in accordance with normal and prudent building practices. Workmanship: 1. All workmanship shall be equal to the best of standard practices in modern sheet metal shops. All sheet metal work shall be accurately formed to the dimensions and shapes required. Molded and broken members shall finish with true, straight and sharp lines and angles; and where intercepting each other, shall be coped to an accurate fit and securely soldered. All exposed edges of sheet metal work shall be turned back 1/2" unless otherwise detailed. 2. 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. D. Inspections: The Subcontractor shall carefully examine and, if necessary, test all sheet metal work specified herein, and this Subcontractor shall make all repairs to the work if necessary, leaving it in a condition satisfactory to the Architect. END OF FLASHING AND SHEET METAL Sheet Metal Flashing & Trim 07620.2 .:w:1.8 ni7yo • W PART 1 - GENERAL 1.01 General: PART 2 - PRODUCTS 2.01 Materials: PART 3 - EXECUTION 3.01 Execution: Section 07920 SEALANTS & CAULKING Quik Par m iff- Airport Parking Facility A. Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the Sealants & Caulking work as shown on the Drawings and as specified herein. Work Included: Priming and caulking expansion joints, control joints, seams, around doors and windows, building penetrations, joints between wood and concrete or masonry construction, and elsewhere as shown, or as necessary to provide weathertight building. Drawings do not indicate all locations requiring sealing or caulking. The subcontractor shall provide sealing and caulking as required for complete and watertight structure in accordance with normal and prudent building practices. A. Sealant: Shall be Silicone Construction Sealants by Corning, General Electric, or approved equal: color to be clear, unless noted otherwise. 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. A. Workmanship: 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 • mo w • 3 , 00 ,N °' w = wo a_¢'. :N D. = • • _; z � -o • •z s--; ILI • . • • 'O E H - - 0` uj z N. '0 ~' " z manufacturer's printed recommendations and as specified. Quik Pafff- Airport Parking Facility 2. All caulking work shall be done in accordance with the product 2. All surfaces to be caulked shall be cleaned and dry prior to caulking work. Clean metals with aromatic solvent. 3. Apply primer to concrete surfaces. Use nozzle width of proper size to fill joint neatly and completely. Minimum application temperature 40° F. 5. Tool joints smooth with beading tool. Surface of joint shall be slightly below adjacent surfaces. Care shall be taken to prevent smears on adjacent surfaces. Any smears shall be removed immediately. Use masking tape as necessary. Work shall be done prior to painting. Bond Breaker shall be used between sealant and expansion joint material, if recommended by sealant manufacturer. END OF SEALANTS & CAULKING Sealants & Caulking 07920.2 PART 1— GENERAL f .. z ; re 2 6 JU . U 0 N 0 cn w ; MI = J CO U w u.¢ 'CO d . � _ z 0 ' z w uj U 0. O y O I- = w '. A. Provide hollow metal doors and frames manufactured by a firm with not less than ~ �: LI O "; z Provide hollow metal doors and frames as herein specified. 1.01 General: 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. 1.02 Quality Assurance: B. 1.03. Submittals: Quik Pai )ff- Airport Parking Facility Section 08100 HOLLOW METAL DOORS & FRAMES 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. five years' successful experience in the production of this type of work. C. Inspection: Prior to installation of the hollow metal doors and frames, carefully examine the existing conditions and verify that the installation may properly commence. Do not install the work until all unsatisfactory conditions have been corrected. Commencement of the work shall constitute acceptance of the existing conditions. A. Manufacturer's Data - Hollow Metal Doors and Frames: For information only, submit three (3) copies of manufacturer's data for fabrication and installation instructions. B. Shop Drawings - Hollow Metal Doors and Frames: 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 Quik Parl ff-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 z • • . placement. it w a 0 0 A. Deliver hollow metal work cartoned or crated to provide protection during transit and job storage. • , --II— u) u _ w 0 B. Inspect hollow metal work upon delivery for damage. Minor damages may be • 2 g : repaired only upon approval by Owner. Remove and replace damaged items. • , u_ < C. Store doors and frames at the building site under cover. Place the units on at least -± a • • 1- w. 4" high wood sills or on the floors in a manner that will prevent rust and damage. • z Avoid the use of nonvented plastic or canvas shelters which could create a 1-- 0 • z 1-- humidity chamber. If the cardboard wrapper on the door becomes wet, remove 11.1 al 2 n the carton immediately. Provide a 1/4" space between stacked doors to promote D (3 • ° CO air circulation. , 0 — • 1.04 Delivery, Storage and Handling: • PART 2 - PRODUCTS • 2.01 Materials: 11110101sysemse 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 0 I L c / 3 • r ozo • ..z LLJ 0 C.) 1 O I— Quik Parl -.. 'ff- 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. D. Fabricate exterior doors, panels and frames from cold- rolled sheet 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: H. Shop Painting: 2.03 Hollow Metal Doors: 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. 1. Clean, treat, and paint exposed surfaces of fabricated hollow metal units, including galvanized surfaces. Clean steel surfaces of mill scale, rust, oil, grease, dirt and other foreign materials before the application of the shop coat of paint. 3. Apply shop coat of prime paint of even consistency to provide a uniformly finished surface ready to receive field- applied paint. A. Hollow Metal Doors: Shall be S.D.I. Grade II, Heavy- Duty, "Imperial ", Full Flush - Composite Construction, with Polyurethane Core, UL Labeled as indicated, A60 galvanized as noted on door schedule, with closer reinforcement Hollow Metal Doors & Frames 08100.3 2.04 Hollow Metal Frames: A. Quik Par; ff- Airport Parking Facility (if applicable), as manufactured by Ceco Corp., Curries Mfg., Inc., Overly Mfg. Co., Republic Builders Corp., Steelcraft, or approved equal, and shall conform to the following specifications: 1. Steel, in U.S. Standard gauges herein specified: Prime quality cold - rolled, pickled, annealed stretcher leveled steel; free from scale, pitting, rust, surface or internal defects. 2. Foam core, full thickness of door to reduce metallic ring and serve as an insulator. Minimum gauges: PART 3 - EXECUTION 3.01 Installation: A. Fabrication & Installation: 12 ga. Hardware reinforcement unless noted otherwise 14 ga. Lock Reinforcement 7 ga. Hinge Reinforcement 18 ga. Face Sheets 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. 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 .a.. .:i +n<61i;:•.: i� .24/.A.A:u .k'Y✓ +XW .A.AVW �,:. �:. �s:; ati,: �. :i;lt�tr�bk.: «u...Lv.�::�t,i' 4 .:: e✓,•;i ii�tw:'{.;.t. {�:; Quik Pari ff-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 C4 111 6 o J U' U 0 co 0 W = '. N u_ w 0 : g LL < D. 1- Z 0 z1- no 0 co: p- ' w w ~ . - 0 Z U Np z PART 1— GENERAL W � 1.01 General: 0 00 Description of Work: The work of this Section shall include all labor, materials c 0 A. PART 2 — PRODUCTS 2.01 Materials: A. Interior Flush Doors: Section 08210 WOOD DOORS Quik Par:. 'ff- Airport Parking Facility ' vo w and equipment required to complete the Wood Door work as shown on the ; . -1 1 Drawings and as specified herein. N w 0 2 � . Except as otherwise indicated, provide wood side panels and transom panels (if g ri . any) to match wood doors. Where indicated, provide louvers, glass and glazing, u- 3` and similar items into wood door construction. Finish is specified in Section 9T. z a 17, _ '. , 1. Prefit, premachine and prefinish wood doors at factory or shop, prior to i- 0 delivery. w w M 0 In addition to manufacturer's product data and instructions, submit samples 0 cn ; representative of each type of door and finish required. 0 H w W =0 Door Thickness: 1 -3/4" thick, except as otherwise indicated. u �: Warranty: Provide 2 -year warranty, agreeing to replace, refinish and reinstall v N `. defective doors, including doors which have warped or show photographing of 0 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. 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 Shop Finish: PART 3 - EXECUTION 3.01 Execution: A. Installation: standards of the Ponderosa Pine Woodwork Assoc., or the Fir and Hemlock Door Assoc.; prepared for transparent finish. 2. Use waterproof glue in the construction of stile - and -rail doors for exterior exposure. Z ' aa w. 1. Prefinish all wood doors at the door factory of finishing shop. v 0 0 • N L w O g J a. Provide finishes of the type indicated complying with door co P manufacturer's applicable standard finish specifications. F W _ . z � 1- o w ~ 1. Prefit and premachine all wood doors at the factory. n O S 2. Comply with the tolerance requirements of NWMA for pre - fitting. o Machine doors for hardware requiring cutting of doors. Comply with z c final hardware schedules and door frame shop drawings and with u hardware templates and other essential information required to ensure i z. proper fit of doors and hardware. O z 2. Comply with recommendations of AWI for factory finishing of doors including final sanding with No. 6/0 finishing paper immediately before the first application of finishing materials. Prefitting and Preparation for Hardware: Quik Par. )ff- Airport Parking Facility 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 Adjust and Clean: END OF WOOD DOORS Quik Pal )ff- Airport Parking Facility 4. 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. 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 r PART 1- GENERAL 1.01 General: 1.02 Section Includes: A. Sectional overhead doors, manually operated, with accessories and components. 1.03 Reference Standards: A. Section 08360 SECTIONAL OVERHEAD DOORS Quik Pa(hff- Airport Parking Facility A. Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the Sectional Overhead Door work as shown on the Drawings and as specified herein. 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 '+ �e:; 3xv14ti�::.,.,., w. ws....,.. uvu:: m. 11aS;. sici�S�xe:'++ tir .' Wi.di..wux .n 1.04 Quality Assurance: 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. f.. z : 6 w .JU UO NU w = . J �. • LL W 0 g LL < 3 = W z� F- 0 ' Z F- 2 O p 1. Design and installation details to withstand 18 PSF wind load. :,p • All details required for complete operation and installation. • v : . _ 0 Hardware locations. w Z' Type of metal and finish for door sections. z 5. Finish for miscellaneous components and accessories. Sectional Overhead Door: Type: Aluminum B. Mounting: Continuous tapered angle mounting for wood jambs. C. Material: Aluminum. D. Operation: Manual 1.06 Submittals: A. Shop Drawings: Clearly indicate the following: Quik Pan 'ff- Airport Parking Facility • 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 A. Crawford, Kinnear, Wayne Dalton or approved equal Aluminum sectional overhead doors complete as specified in this section, or approved equal. 2.02 Materials: 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" w wide, lower intermediate rail 1 13/16", upper intermediate rail 1 1/16" and center 6 D stile 3" wide. Stiles and rails joined together with self tapping screws. Panels -' v U 0 and glass to be completely enclosed by soft vinyl channels held in place by snap- , co W in rigid vinyl retainer. Doors 12' -3" and wider shall have 2 3/8" integral ui z H reinforcing rib in lower intermediate rail. Panel section 1/8" semi - tempered co u., u i hardboard with .019" stucco embossed aluminum backup sheets on each side of 2 0' hardboard to match specified bronze anodizing color of door. g ga co B. Finish: Extrusions etched and bronze anodized to meet specifications. 1 w z I C. Track: Track design shall be standard lift with 3.75:12 roof pitch. Vertical z O mounting angles be ASTM A -526 commercial quality steel, 12 gauge minimum w w thickness, G -60 hot - dipped galvanized. Track size shall be 3 ". Vertical track v o shall be graduated to provide wedge type weathertight closing with continuous 0 N ': tapered angle mounting for wood jambs, and shall be fully adjustable to seal door w w w at jambs. Horizontal track shall be reinforced with continuous angle of adequate H v length and gauge to help prevent deflection. u. n w z D. Hardware: Hinge and Roller Assembly: --, I 0 z 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. Counterbalance: Quik Park, if- Airport Parking Facility 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 2.03 Operation: A. Manual with pull rope. 2.04 Locks: A. Omitted. 2.05 Weather- stripping: A. B. PART 3 - EXECUTION 3.01 Installation A. General: ... Quik Pars, ;ff- Airport Parking Facility Doors shall be equipped with replaceable bottom section PVC vinyl "U" shaped astragal. Header and jambs shall be equipped with an aluminum/vinyl type seal. 1. Install doors in accordance with manufacturers instructions and standards. Installation shall be by an authorized Crawford/Kinnear/Wayne- Dalton representative. 2. 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 PART 1- GENERAL Q 1.01 General: . 6 Description of Work: The work of this Section shall include all labor, materials and o equipment required to complete the Vinyl Window work as shown on the Drawings : N co w and as specified herein. J • w Related Work Specified Elsewhere: w g Q 1. Section 07920 - Sealants & Caulking 2. Section 08810 - Glass & Glazing W Z �. Quality Assurance: z O w w 1. Codes and Standards: Comply with the provisions of the following codes, v specifications and standards, except as otherwise shown or specified: O N' ❑ a. Uniform Building Code, 1997 Edition. b. American Architectural Manufacturers Association (AAMA) w Z co Publication 101 V -86 A. Submittals: Section 08630 VINYL WINDOWS Quik Parl. ff- Airport Parking Facility 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. 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 }.i:::,...1. »Cdf u&, 11u i:.::,;e u9a.ti.':fush:.ttt:w:.i. iS:;ia7 • •U_ ••z • PART 2 - PRODUCTS 2.01 Materials: A. Vinyl Windows: Shall be Series 5320 Picture and Series 5520 Casement rigid polyvinyl chloride (PVC) windows as manufactured by Milgard Manufacturing, Inc., or approved equal. Windows shall be factory glazed with two sheets of %" gray tinted insulating glass for 1" overall thickness. Provide tempered safety glazing where required by code or industry safety standards. Sizes and configurations shall be as shown on the Drawings. Finish shall be white. PART 3 - EXECUTION 3.01 Installation: A. General: Comply with manufacturer's specifications and recommendations for installation of window units, hardware, operators, accessories and other window components. D. 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. E. Adjust operating sash and hardware to provide tight fit at contact points and weather - stripping. Lubricate hardware and moving parts. 3.02 Cleaning: Quik Pai. Jff- Airport Parking Facility w . 6 J o o w = -J w 0 • . LL. = W F- _ z � I- w uj 0 ' Windows shall be factory sized to fit in each framed opening so that they are 1/2" 0 I-, smaller than the framed (rough) opening to allow 1/4" clearance on all sides. = v (tolerance) ± 1/6") o 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 p H bottom. A. Clean interior and exterior glass surfaces jusy prior to Owner's acceptance of the building. Take care to avoid damage to protective coatings and finishes. Clean all interior and exterior PVC surfaces. END OF VINYL WINDOWS Vinyl Windows 08630.2 1- :ii�Ft�t«yi1 nti..t�"{ fit?,.. Y: i€ i:,. t',' �k°` e4R ,i,,: ^.i',t�`i,`h+ta:io'v%.;:. i+. ;y;7ar' 4.•rA* t,���+�ii -. '! v 1.01 General: PART 1 - GENERAL A. Related Documents: Part II, Section I of the Contract and Division l of these Specifications apply to the work specified in this section. B. Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the Finish Hardware work as shown on the Drawings and as specified herein. 1.02 Standards: A. Conform with requirements of Uniform Building Code as pertains to work specified hereunder. Section 08710 FINISH HARDWARE Quik Par; r ~ff- Airport Parking Facility 1. Provide all finish hardware and suitable fastenings for complete work in accordance with drawings and this section of the specifications. 2. Items not specifically mentioned, but necessary to complete the work, shall be furnished to match the items specified for similar locations in quality and finish. Related Work Specified Elsewhere: 1. Section 08100 - Hollow Metal Doors & Frames 2. Section 08200 - Wood Doors Construction Keying System: Provide separate keying system during construction. Cores for final keying system shall be installed at completion of construction. B. 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 .. s145. i. �5': esi :e:i,�t;'.,�,.�,'s:�::l::i.0 ri: f�> v f.SNu';:a:•.a�:.a:,�:rari:�!.i: 1 1.04 Submittals: A. Hardware Schedule: Submit four (4) copies of a full and complete schedule of hardware in compliance with the Specifications and Drawings. 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. 'PART 2 - PRODUCTS 2.01 Materials: Packing and Marking: Quik Par. iff- Airport Parking Facility 1. All hardware items to be packed in their original factory shipping cartons. 2. The hardware supplier shall mark each item of hardware individually for each opening as to location of installation in accordance with approved hardware schedule. A. General: Provide all screws, bolts and other accessories of suitable size and type necessary for complete installation of finish hardware. All fasteners shall be compatible in material and finish to match hardware associated with. 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 % 00 W =. CO W O. u_ ¢ a . 1- i z � H Z U = ; '0 H w H V . - O. 0 �.- z Quik Pai l lff- Airport Parking Facility 2.03 Manufacturers: 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. B. 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. 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. d. 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 ?(;y1t E. Kickplates: Shall be as Stainless Steel as manufactured by Hagar, or approved equal. Quik Par. )ff- 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. 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 2. Lever Handles: Between 36" and 48" to center of lever. 3. 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) 11/2 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 z�. w w : 6 0 0 co cn w w =, -J CO U- w 0 g ¢ . I—_ Z �. HO Z F— j; 0 co 0 F— w . H L0 ` LLi 0 N O z... v 1 HARDWARE GROUP E (Doors #109) 1 Bi -Fold Hardware - Hager 2 Finger Pulls PART 3 — EXECUTION 3.01 Submittals: QQ 2 . A. Finish Hardware: v o w= J H : w 2. Schedules must be completely detailed in vertical form including all g quantities, stock numbers, finishes, and sizes. List hardware for each � Q opening separately. = a . 3. Approval of the finish hardware schedule shall not relieve the Contractor ? 0 z o ` 4. After the schedules have been approved, make any necessary corrections v N and send two revised copies to the Owner for use during construction. o 1- w w 2 U LL 1. Hardware for application to metal shall be made to template. v 2. After receipt of the approved finish hardware schedule, provide hollow z 3.02 Handling: Quik Par. f- Airport Parking Facility 1. The Contractor shall submit to the Owner for approval, six (6) copies of a complete schedule of finish hardware required. Templates: of the responsibility of errors or omissions. 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. 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 each opening as to location of installation in accordance with approved hardware schedule. END OF FINISH HARDWARE Quik ff-Airport Parking Facility 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. B. Glazing of doors; Glazing of vinyl windows; Glazing of doors; Safety glazing. Section 08810 GLASS & GLAZING Related Work Specified Elsewhere: 1. Section 07920. - Sealants & Caulking 2. Section 08100 - Hollow Metal Doors & Frames 3. Section 08630 - Vinyl Windows, Quik Park -Jff- Airport Parking Facility Work Included: The work of this Section shall include, but is not limited to the following: 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. 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 Markings: Insure that all glass products are tagged with markings, which show proper installation locations. D. Defective Products: Items found to be defective, either through manufacturing, transit damage, field installation, etc., shall be replaced within a three (3) week period. If necessary, special shipment and manufacturing arrangements shall be made to accomplish this requirement. 1.04 Quality Assurance: A. References, Codes and Standards: Quik Park ff- Airport Parking Facility 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. 3. 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 6. ASTM F1233-93, Class I and II. Manufacturer's Technical Recommendations: 1. 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.) ids: �...:l 3� • :,.a..,i.�;i:SCt:i � tb3tr iii» s: silt s i; lz`.> �4,' iPi a'..:: iti;• ."i.S%hiu;[ii.e'.IiiL=.Y.1�u:ib '�• .�. :.ixu;:.YSa J. Glass & Glazing 08810.2 PART 2 - PRODUCTS 2.01 General: A. Manufacturer: Glass shall be manufactured by one of the following, or approved equal: ASG Industries, Inc.; C -E Glass Division; Libby- Owens -Ford Co.; PPG Industries, Guardian Industries. 2.02 Materials: A. Glass Types: B. Glazing Materials: Quik Par. Jff- Airport Parking Facility 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. 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 .S. .:%• .:siWai s.Ytlas:'icaS:`:a:�1eCv3 :a PART 3 - EXECUTION 3.01 Execution: Standards and Performance: 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. 4. 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. Inspect each piece of glass immediately before installation, and eliminate any which have observable edge damage or face imperfections. Preparation for Glazing: Quik Par )ff-Arrport Parking Facility 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 �w ` QQ M J U: 0 O' 0 : WI JI- w O: g co u_ ¢ I- z F I- 0 Z i- LU la 0 : O— 0 I w w. U. U. I - O U • O Z • END OF GLASS & GLAZING Quik Parl. - ff- Airport Parking Facility C. 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. 3. Sealant: Apply sealant at all inside corners. Cure, Protection and Cleaning: 1. Cure glazing sealants and compounds in compliance with manufacturer's instructions and recommendations, to obtain high early bond strength, internal cohesive strength and surface durability. 2. Protect exterior glass from breakage immediately upon installation, by attachment of crossed streamers to framing held away from glass. Do not apply markers of any type to surface of glass. 3. Remove and replace glass which is broken, chipped, cracked, abraded or damaged in other ways during the construction period, including natural causes, accidents, vandalism and theft. Maintain glass in a reasonably clean condition during construction, so that it will not be damaged by corrosive action and will not contribute (by wash -off) to the deterioration of glazing materials and other work. Wash and polish glass on both faces not more than four (4) days prior to Owner's acceptance of the work in each area. Glass & Glazing 08810.5 PART 1— GENERAL 1.01 General: PART 2 - PRODUCTS 2.01 Materials: Section 09250 GYPSUM WALLBOARD 1. Gypsum wallboard; 2. Exterior gypsum wallboard soffits; 3. Taping and texturing of all gypsum wallboard. Quik Par: ff- Airport Parking Facility A. Description of Work: The work of this Section shall include all labor, materials, equipment and appliances required to complete the Gypsum Wallboard work as indicated on the Drawings and as specified herein. B. Work Included: The following is a partial list of major items of work included in this Section: A. Gypsum Wallboard: Shall be 1/2" and 5/8" thick, with tapered long edges conforming to ASTM C -36, as manufactured by US Gypsum Co., Georgia - Pacific Corp., Flintkote Co., National Gypsum Co., or approved equal. B. Exterior Soffit Board: Shall be 5/8" exterior soffit board conforming to ASTM C- 931, as manufactured by US Gypsum Co., Georgia- Pacific Corp., Flintkote Co., National Gypsum Co., or approved equal. 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. 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 �in.:if.S.�S.. n., is t. r. ,� !,s:ey,e "" f2' ^ y,.Lt'•��w`e�.;:e. i :;:r.1]'s'.4t:';.�lun?7 Lktfii..:,3�.LI:'.:�'�"�" z i • 6D: v0- cn w. w o u_= H W Z 1- O. z ►- U o; • O —; ° U. W LU O. w z' N ! • O ~� z PART 3 - EXECUTION - 1 3.01 Execution: A. Surface Conditions: J Installation: 5. Attachments: Quik Park iff- Airport Parking Facility oc �. J0 U CO W I J • LL W o • Discrepancies: Do not install gypsum drywall until all unsatisfactory conditions ga have been corrected. a F w - _ z �. ; I-- o z uj C) - ; w W' 1 - • z : U 0 � z 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. 1. General: Install the gypsum wallboard with the separate boards in moderate contact but not forced into place. At internal and external corners, conceal the cut edges of the board by the overlapping covered edges of the abutting boards. Stagger the boards so that corners of any four boards will not meet at a common point except in vertical corners. 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. 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 Ai: 'r'r�.:.:n c. Adhesive: Apply in accordance with manufactures recommendations. Joint Treatment: 1. General: D. Corner Treatment: Quik Park if- 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. re 2 JU UO CO o 111, H' wallboard fits snugly against supporting framework. w O' b. In interior areas where joint treatment and compound finishing will be performed, maintain a temperature of not less than 55 Degrees F. for 24 = a hours prior to commencing treatment, for the entire period of treatment, I-- and until joint and finishing compounds have dried. O z F- c. Provide a minimum drying time of 24 hours between coats, with additional drying time in poorly ventilated areas. U O —` .o� Embedding Compound: Apply to gypsum wallboard joints and fastener heads in = v a. Inspect all areas to be joint treated, ascertaining that the gypsum 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, v N. apply a second coat of embedding compound to joints and fastener heads, P. I- , spreading in a thin uniform coat to not less than 6" wide. When thoroughly dry, z sandpaper to obtain uniformly smooth surfaces, taking all necessary care to not scuff the paper surface of the wallboard. Finishing Compound: After embedding compound is thoroughly dry and has been completely sanded, apply a coat of fmishing compound to not less than 12" wide. When thoroughly dry, sandpaper to obtain uniformly smooth surfaces, taking all necessary care to not scuff the paper surface of the wallboard. 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 Other Metal Trim: 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. Finish: Quik Park'''T- 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. 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 JU UO: .00 o W L; w o ga n • • '.c0 w.. • Z �— • M im' N ' • w w: U; - O, U t n; . 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 Acoustical Ceiling 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: Install acoustical ceiling tile and exposed suspension system as indicated on Drawings. 1.02 Quality Assurance: 1. A. Submittals: Submit two (2) samples of each product specified for Architect's approval prior to installation. References: 1. 3. PART 2 - PRODUCTS 2.01 Materials: A. Ceiling Tile: 1. Section 09510 ACOUSTICAL CEILINGS CISCA Ceiling Systems Installation Handbook. Quik Park off-Airport Parking Facility 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. 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 1Y+MU�av +♦. `.:.:at. J B. Suspension system: PART 3 - EXECUTION 3.01 General: A. 1. Suspension System: Shall be No. 7301, "Prelude XL" , 15/16" exposed tee grid system, white, as manufactured by Armstrong, or approved equal.. Inspection: Quik Park .iff- Airport Parking Facility 1. Examine areas to receive materials for conditions, which will adversely affect installation. Provide written report of discrepancies to General Contractor and Architect. 2. Do not start work until unsatisfactory conditions are corrected. Work to be concealed: Verify work above ceiling suspension system is complete and installed in manner, which will not affect layout and installation of suspension system components. Field dimensions shall be verified prior to installation. 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. 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 6 � w J U O 0 U) J E • U) u_ w g u. Q = F.- w Z z �. Z F LU Ili o • �- W W F u. u i z . U N. O ~ z END OF ACOUSTICAL CEILINGS Quik Park' If- 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. Acoustical Ceilings 09510.3 Quik Park Jff-Airport Parking Facility • PART 1- GENERAL 1.01 General: A. PART 2 - PRODUCTS 2.01 Materials: Section 09650 RESILIENT FLOORING 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. Work Included: The work of this Section shall include, but is not limited to the following: Vinyl Composition Tile (VCT) Rubber Base Submittals: A sample of each resilient flooring material and the cove base shall be submitted to the Architect for selection of patterns and colors. Vinyl Composition Tile (VCT): Shall be 1/8" gauge, 12" x 12 ", Imperial Texture, Vinyl Composition Tile as manufactured by Armstrong, or approved equal. Color shall be selected by Architect from manufacturer's standard choice of colors. Rubber Cove Base: Shall be 4" high rubber wall base as manufactured by Armstrong, or approved equal. Color shall be selected by Architect from manufacturer's standard choice of colors. Adhesive and Leveling Compound: Shall be as specified by the manufacturer for the specific type of surface on which the flooring or base is to be installed. Resilient Flooring 09650.1 PART 3 - EXECUTION 3.01 General: A. 3.02 Application: 3.03 Cleaning: Quik Park Jff- Airport Parking Facility 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. 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. 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. Rubber Base: Shall be installed after resilient flooring has been installed. Base shall be firmly cemented to wall and floor with waterproof cement recommended by the manufacturer. A. Immediately after the installation of the flooring and base is completed, the surface shall be thoroughly cleaned. All spots of adhesive shall be removed with a clean cloth, dampened with an approved cleaner, as recommended by the manufacturer of the flooring and base. Extra Tile: Installer shall leave an extra box of floor tile for the Owner. END OF RESILIENT FLOORING Resilient Flooring 09650.2 PART 1 - GENERAL 1.01 General: Section 09680 CARPETING Quik Park Jff- Airport Parking Facility A. Description of Work: The work of this Section shall include all materials required to complete the Carpeting work as specified herein. PART 2 - PRODUCTS: 2.01 Materials: A. Related Work: The Following is a list of related work specified elsewhere: 1. Section 09650 - Resilient Flooring, Familiarization with Work: Contractor shall be responsible for thoroughly familiarizing himself with the conditions of the building and the substrate on which the carpet is to be installed. Failure to do so shall not relieve the Contractor from completing the work of this section as indicated on the Drawings and as herein specified. Quality Assurance: 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. Carpet: 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 6 •.i O: • 00 N w: W =. W O, LQ • z d - •1 z � ►- O` Z I-• w La o. N; 0 w ut: w Z' : • z PART 3 - EXECUTION: 3.01 General: 3.02 Preparation of Surfaces: 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 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. Miscellaneous Materials: Other materials (primer, seam sealers, etc.) as required by the manufacturer or as required for a complete installation shall be as specified by the manufacturer. A. Delivery of Materials: Materials will be delivered to the site by others in the original packages or containers with the seals unbroken and with the manufacturer's brand name marked thereon. A. Preparation of Surfaces: Installation of carpeting shall not begin until work of all other trades (including work of painter) has been completed. Sub -floor shall be dry, cleaned of all old adhesive, grease, oil, dirt, and foreign matter, and swept clean. The area in which carpet is to be installed shall have a temperature of 65 to 70 degrees F. for at least 72 hours prior to start of work. Commencement of this work implies acceptance of the sub -floor surface by the carpet installer. 3.03 Application: A. Standard Carpet: Carpet installer shall be an approved installer of the carpet specified and shall have a minimum of 5 years experience installing the specific types of carpet supplied. Installation of the carpet shall be in strict accordance with the manufacturer's written requirements. 1. Scribe the carpet accurately to all vertical and adjacent horizontal surfaces. 2. Align the lines of carpet as woven, using no fill strips less than 6" in width, laying all carpet in the same direction unless specifically otherwise directed by the Architect. Carpeting 09680.2 Quik Parl ff- Airport Parking Facility 3. Installer shall inspect carpet as laid and shall not place any tile product that has been damaged, soiled or otherwise would be considered unacceptable to the Architect. Carpet arriving to the site damaged shall be replaced at no cost to the Owner. Protection: Provide covering for carpet after installation to easily withstand abuse of the anticipated construction process. 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 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. 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: 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. B. Section 09900 PAINTING Quik Park Jff- Airport Parking Facility Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the Painting work as shown on the Drawings and as specified herein. Work Included: The work of this Section shall include, but is not limited to the following: All exposed wallboard walls and ceilings; All interior standing and running trim; All exterior wood siding and trim; All exposed interior and exterior metal, including all hollow metal doors & frames; Touchup of all prefinished materials and equipment Painting 09900.1 1stissu: „/ w; U 0. to w =;. J N LL w 0, u_ Q _ d . Z 0 w w , 0 11 ,0 —: 0 i-- w w' z v - ` i off z 1.05 Environmental Requirements: • PART 2 - PRODUCTS 2.01 General: 2.02 Materials: A. All painting product disposal shall be in strict accordance with local codes and federal regulations. 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. A. Paint: All paint, unless specified otherwise, shall be the standard product of one of the following manufacturers: Behr Process Corp. Sherwin-Williams Co. Olympic Stain Pittsburgh Paint Co Pratt & Lambert Co. Wallboard: E. I. Dupont Co. Glidden Co. Parker Paint Mfg. Co. Preservative Paint. Rodda Paint Paints of other manufacturers may be substituted at the approval of the Architect. 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 b. Exterior Wood Siding & Trim: Paint: Exterior Satin Latex Enamel Quik Parr"If-Airport Parking Facility Painting 09900.2 " " ' • • G.; "; 't- Attt...14, ' _ ..2 Metal: a. Ferrous: B. Surface Preparation: 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 Miscellaneous Materials: Miscellaneous materials such as linseed oil, thinners, turpentine driers, colors, paste fillers, etc., if any, shall be the product of the same manufacturer of the paint used for this project. Such materials as are not manufactured by the paint manufacturer shall be of the best grade available; approval for use of such materials must be obtained from the Architect before being used. Colors: All colors shall as selected by the Architect from the manufacturer's standard colors. Undercoats shall be of slightly different color to permit identification. All colors shall be incorporated into the paint at the plant. No color mixing will be permitted at the job site unless specifically allowed by the Architect. PART 3 - EXECUTION 3.01 General: 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. 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 • • 1. Quik Part' ff- 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. 3. 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. 5. 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 more than 5 hours prior to application of paint. Aluminum (Unprimed): Prepare surface similar to galvanized metal then acid etch surface with clear phosphoric acid (Preservative Paint No. 28 -56 or approved equal). 3.02 Paint Schedule: Surface Material Coverage Rate Wallboard Primer 1 Coat @ MDF 1.0 Mil Finish 2 Coats @ MDF 1.0 Mils . Interior Unfinished: Wood Stain 1 Coat Sealer 1 Coat @ MDF 1.1 Mils Finish 2 Coats @ MDF 0.85 Mils 3. Exterior Wood Siding & Trim: Paint 2 Coats @ MDF 1.0 Mils Painting 09900.4 3.03 Protection: 3.04 Cleaning: Metal (Ferrous, Shop Primed) Metal (Ferrous, 3.05 Right of Rejection: Quik Par (�'ff- Airport Parking Facility Primer Touch -up Paint MDF 2.5 Mils 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 z W (6 g V O u,o. W J V) W = u. ¢ z al z E, z o ui U U 0 w z. Z ' 0 z ., zf ,. h I PART 1- GENERAL 1.01 General: PART 3 - EXECUTION 3.01 Installation: Section 10440 SIGNAGE 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 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: Identification System: Provide signs and identifications as follows: 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. END OF SIGNAGE Signage 10440.1 F.i 'J U'. U O' CO w w ._, IL ° D w =, Z H O: •..Z 0 ` - --? 1 w w_ H U! L I O. Z;. ui N, O f.. Z 1 PART 1— GENERAL 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. 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. PART 2 — PRODUCTS 2.01 Materials: A. Fire Extinguishers (FE): Provide fire extinguisher unit of types indicated for each fire extinguisher cabinet (FECB) and other locations indicated. PART 3 — EXECUTION 3.01 Installation: Section 10520 PORTABLE FIRE EXTINGUISHERS Quik Pul !if-Airport Parking Facility Manufacturers offering products to comply with requirements include the following: 1. Multi- Purpose Dry Chemical Type (2A- 10BC -FE): UL -rated 2 -A; 10 -BC, 101b. nominal capacity, in enameled steel container or as required by the Fire Marshal. (2 required) 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 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. B. Identify Fire Extinguisher with lettering spelling "FIRE EXTINGUISHER" printed on sign by silk - screen process, as selected by Architect from manufacturer's standard letter sizes, styles, colors and layouts. END OF PORTABLE FIRE EXTINGUISHERS Quik Park ff- Airport Parking Facility Portable Fire Extinguishers 10520.2 j PART 1 - GENERAL 1.01 General: PART 2 - PRODUCTS 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. 2.01 Materials: 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) Section 10800 TOILET ACCESSORIES Quik Park .off- Airport Parking Facility Paper Towel Dispenser: Shall be Model No. 0210 Paper Towel Dispenser, as manufactured by American Specialties, Inc., or approved equal. (2 required) 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) Toilet Seat Cover Dispenser: Shall be Model No. 0477 -SM Toilet Seat Cover Dispenser, as manufactured by American Specialties, Inc., or approved equal. (2 required) F. Waste Receptacles: Shall be Model No. 0812 Free Standing Swing Top Waste Receptacle, as manufactured by American Specialties, Inc., or approved equal. (2 required) H. Soap Dispenser (Wall Mounted): Shall be Model No. 0343, All Purpose Soap Dispenser, as manufactured by American Specialties, Inc., or approved equal. (2 required). I. 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 i :: ahi4: t.. YiJri�sNL�: �ru ':.itiiif�:iil'6/.ri'��li.iit: Toilet Accessories 10800.1 PART 3 - EXECUTION 3.01 Installation: Quik Pari' f- Airport Parking Facility 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 Toilet Accessories 10800.2 0 ;1 o • CO w o, � qq Z : 1- 0 Z w w ;. gy p ui Z U F-� f PART 1- GENERAL 1.02 Submittals: Quality Assurance: SECTION 12300 PRE- MANUFACTURED CABINETS Quick Pa. 3ff-Street Parking Facility w rt 1.01 General: 6 n UO 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 • f-. � LL shown on the Drawings and as specified herein. w 0 B. Work Included: The work of this Section shall include, but is not limited to the g u_ u) n = w Cabinet bases; ? Cabinet doors, drawers, shelves & associated hardware. z w uj Related Work Specified Elsewhere: v 0 - : O — . o i- l. Section 06200 - Finish Carpentry w w 2. Section 06240 - Plastic laminate • O w Z O F 1. Quality Standards: Except as otherwise shown or specified, comply with z specified provisions of the following: Architectural Woodwork Institute (AWI) "Architectural Woodwork Quality Standards ", 6th Edition, Version 1.0, 1993. Product Delivery, Storage, and Handling: Protect cabinets during transit, delivery, storage, and handling to prevent damage, soiling and deterioration. Do not deliver cabinets until painting, wet work, grinding and similar operations which could damage, soil, or deteriorate cabinets, have been completed in installation areas. If, due to unforeseen circumstances, cabinets must be stored in other than installation areas, store only in areas meeting requirements specified for installation areas. A. Shop Drawings: Submit four (4) copies of shop drawings for all Pre - Manufactured Cabinets. The Manufacturer is responsible for details and dimensions not controlled by job conditions; and shall show on his shop drawings Pre - Manufactured Cabinets 12300.1 •;;.+" n: : , . r` ir. �i} �nDi. rn4yi' sF':`. H•. ;'ri.::,'i <SF'LN�ir:c'; •rim ..,,. t Y .,. >,. .'. r4C z^ 12�. cr�, nM..:: r�e�; �+ 4 . 4' Fni,�';'+ `,ty�)'..+.�t= bs „5.ii. lbtr ^:X.`+c'�4."•Snv^: rSY't. ,:.z�;'l{,•yi:«,:5_ti�c:s 3 4 J 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. 1.03 Job Conditions: A. 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. PART 2 - PRODUCTS 2.01 Materials: A. Quick Pay.. } 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. 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. Cabinets: Shall be "Quest" Cabinets, Laminate Style, Q -70, with #552 pulls, as manufactured by Crystal Cabinets, Inc., (206) 747 -6171, or approved equal. 1. Construction: a. Sides, front and back of drawers shall be constructed of 1/2" white melamine laminate with a 1/4" thick bottom of the same material. Drawers shall be equipped with epoxy coated drawer slides with a maximum load capacity of 75 pounds. b. Cabinet construction shall be 3/4" particle board covered in melamine laminate for sides, top and bottom. Back shall be 1/2" particle board with melamine laminate on the interior surface. All joints shall be doweled and glued. c. Base cabinets shall have 3/4" thick stretchers. d. Finish: Cabinets shall be plastic laminate finished in colors and textures as indicated on the Finish Drawings e. Exposed cabinet edges and shelf edges shall be edge banded to match face panels. Pre - Manufactured Cabinets 12300.2 rel J U O 0 W i , � u.. . 0; u- <. co >> _ Z .I- 2 D w W` N O w z • •U N z PART 3 - EXECUTION 3.01 Execution: A. Installation: Quick Pt. Off- Street Parking Facility f. The cabinets shall have fully concealed, self - closing all steel hinges with 110° angle of opening; fully adjustable. z � w 6 0 0 ■ CO o ' 0) w 1. Install the work plumb, level, true, and straight, with no distortions. Shim , -I I as required using concealed shims. Install to a tolerance of 1/8" in 8' -0" CO O for plumb and level and with 1/16" maximum offset in flush adjoining surfaces, 1/8" maximum offsets in revealed adjoining surfaces. 1 N a Install without distortion so that doors and drawers will fit openings x w . properly and be accurately aligned. Adjust hardware to center doors and z i-.. drawers in openings and to provide unencumbered operation. Complete z 0 the installation of hardware and accessory items as indicated. w D 0 Adjustment, Cleaning, Finishing, and Protection: 0 �. 0 I- w W 1. Repair damaged and defective wood and laminate work wherever possible to eliminate defects functionally and visually; where not possible to repair — z properly, replace. Adjust joinery for uniform appearance. w N Clean hardware, lubricate and make final adjustments. z 3. Clean exposed and semi - exposed surfaces. Touch -up shop - applied finishes to restore damaged or soiled areas. Complete the finishing work specified as work of this Section, to whatever extent not completed at the shop or prior to installation of cabinets. 5. Protection: The Installer of cabinets shall advise Contractor of final protection and maintained conditions necessary to ensure that the work will be without damage or deterioration at the time of acceptance. END OF PRE - MANUFACTURED CABINETS Pre - Manufactured Cabinets 12300.3 %! r :'A: L'.'.tL/i;:., .ia' `..' • PART 1 - GENERAL 1.01 General: A. Section 15050 Quik Par, Jff- Airport Parking Facility BASIC MECHANICAL MATERIALS AND METHODS 2 6 U OO CI IL '. W z �. J N wO • d z �. 1.0 • Laws, codes, and ordinances take precedence over the Drawings and w w. Specifications. o o E, 1— Drawings: i w ' LL- O N ° O z Description of Work: The work of this Section shall include all labor, materials, equipment and appliances required to complete the Mechanical work as indicated on the Drawings and as specified herein. Ordinances and Permits: 1. Follow local and state requirements for all work, including City Mechanical Permit. 1. The drawings are to some extent diagrammatic and do not attempt to show exact details. 2. Verify all measurements and connections on the job, and check vertical clearances. 3. Architect will provide field measurements for fixture locations. Refer to the Specifications for other details of the job affecting the Mechanical work. Workmanship: 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. Submittals: Before ordering, submit an itemized list of equipment, including Manufacturer's specifications. Basic Materials and Methods Section 15050.1 PART 2 - PRODUCTS 2.01 General: A. Sleeves: Mechanical Equipment: Quik Park Off- Airport Parking Facility If the equipment selected by the Contractor varies in dimensions from the details on the drawings, the Contractor shall submit a drawing of the space, accurately to scale, showing all such equipment. This shall apply to both plans and sections. 1. Install 20 gage galvanized sleeves for piping through concrete or masonry. 3/8" clearance around pipe or covering. Except as noted in the foregoing, cut sleeves flush with surface. 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. . 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 Sil -fos or Sil -braz on all underground work. 50 -50 soft solder for above ground joints. Nibco copperized flux. 5. Use wrought couplings; swaged tube joints not permitted. Take care to avoid burning of piping. Install solder unions, ground joint or flanged where necessary for access to equipment or to disconnect for repairs. Iron Piping: 1. 2. Underground Drain Pipe: 1. Schedule 40 ABS piping and fittings. Clean Outs: 1. 2. Floor Drains: 1. Ream all pipe to full diameter. Use pipe dope on male threads of all screwed joints. Quik Park uff- Airport Parking Facility Floor: Cast -iron body and frame, with cleanout plug and adjustable round top to receive 1/8 -inch thick resilient floor finish. Plugs: Cast - bronze or brass, threads complying with ANSI B2.1, countersunk head. Cast -iron body and flashing collar. Five -inch diameter nickel bronze adjustable stainer head with secured square whole vandal proof grade. Provide trap primer connection. JR Smith 2005 -A -P -U 2" PART 3 - EXECUTION 3.01 General: A. Interference: Locate all piping to avoid conflict with fixtures to be installed after the rough installation of plumbing and piping. B. Protection and Cleaning: Protect all equipment from damage and against rust and dirt during progress of the job. Basic Materials and Methods Section 15050.3 C. As -Built Drawings: At completion of job, submit one set of blue or blueline prints on which the Contractor has drafted deviations from the original plans for concealed lines. Piping Installation: 1. Install drain lines to conform with the UPC. Quik Part. lift-Airport Parking Facility 2. Provide for all expansion, locating offsets and spring pieces where necessary. 5. 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. Change size in piping with reducing couplings; bushings not acceptable. Install all piping parallel with the building and other piping. 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. 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. • 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 rt UO : al J 2. I- w O w CO = cy Ili E _. Z �. HO Z F- o • 1- w Lu • U IL /6 w z. U =` O �; z F. Trap Primers: Quik Park ...if-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. 2. 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. Responsibility and Guarantees: 1. Make complete mechanical installation, connecting to equipment shown on the plans, or called for in the specifications. All work, material, and equipment to be free of defect. 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. END OF BASIC MATERIALS AND METHODS Basic Materials and Methods Section 15050.5 PART 1 - GENERAL 1.01 General: PART 2 - PRODUCTS Section 15400 PLUMBING A. Description of Work: The work of this Section shall include all labor, materials, equipment and appliances required to complete the Plumbing work as indicated on the Drawings and as specified herein. Work of this Section shall include: 1. Domestic supply, waste and vent piping. 2. Plumbing fixtures as scheduled. 2.01 Materials: A. Water Supply System: 1. Building Piping Material: a. Aboveground: Type "L" hard copper. Quik Parl f- Airport Parking Facility b. Wrought copper fittings. Bend piping with Senna Bender where practicable. c. Underground: Type "K" or "L" copper. d. Solder: Silver alloy solder for buried piping; 50 -50 tin -lead solder for aboveground. e. Brass I.P.S. nipples for fixture connections. f. Use insulating unions where joining dissimilar metals. Drainage and Vent Piping: 1. Drain, Waste and Vent Material: Acrylonitrile- butadiene - styrene (ABS) drain, waste and vent pipe and fittings conforming to ASTM D 2661. Plumbing 15400.1 Plumbing Fixtures: a. Obtain exact locations from architectural plans. b: Stop valve for each water connection for each fixture, including sinks, except where integral stops are specified. c. Where trim or rough is not specified, furnish all necessary for the completion of the job, and of the same quality as specified elsewhere. e. All trim chrome- plated. f. Escutcheon plates for exposed lines thru walls and floors. g. 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: Quik Park ..I ff- Airport Parking Facility All fixtures shall be white, acid - resisting enameled cast iron, unless noted otherwise. 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. 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 uFru+v ab�a��:,hr 7. • 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. Shut -off Valve: 6 Class 125, bronze, screw -in bonnet, solid wedge, rising stem, by v o moo 81 Nibco, or approved equal. w =, F- ; W u.; PART 3 - EXECUTION e. In -Line Water Heater: `u o Instant -Flow tankless electric water heater, Model S -60I, with 1.0 2 GPM Flow rate, 45 PSIG min. water pressure required with flow g control. (1 required) co i Hose Bibb z z Model 5609QT Series non - freeze wall hydrant with vacuum F- o; z breaker by Jay R. Smith, or approved equal. (2 required) w � Shut -off Valve 0 Class 125, bronze, screw -in bonnet, solid wedge, rising stem, by 81Nibco, or approved equal. _ v` O Floor Drain z • Zurn Model No. Z- 415 - =P floor drain with %2" trap primer v 0 connection by Zurn, or approved equal. (2 required) 0 H 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 Quik Parl ff- Airport Parking Facility Plumbing 15400.3 PART 1 - GENERAL HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) 1.01 General: 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. 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. C. Quality Assurance: 1. Section 15500 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. Quik Pars 'ff- Airport Parking Facility c. American Society of Heating and Refrigeration and Air - Conditioning Engineers (ASHRAE). e. ANSI/NFPA 90A: Installation of Air Conditioning and Ventilation Systems. Air- Conditioning and Refrigeration Institute (ARI). UL: Provide units and components that are labeled and listed by UL. 1.02. Submittals: 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 ' u. is i ;�•' ^'+�:rv"ia:i7.%::x, ` Z: 6 J 00. mo o= v)w =: J w 0; g J u- co cjr 1- w: z �.. I- 0 z � LLJ 'o co = U . IL Pi O iii Z. =' 0 H `. • 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 ug. 0 0 A. Split System Heat Pump: Shall be Model No. TWR030C 100A Condenser with ' w i TWE036C14 air handlerand auxiliary electric heat ( 12.0 KW, as manufactured by -J CO w_ The Trane Company, or approved equal. Air delivery shall be 1,200 CFM. w 0 B. Miscellaneous: Provide all miscellaneous items and appurtenances required for ga complete and operational heating and cooling system. All parts shall be as LL. a manufactured or approved by HVAC equipment manufacturer. Z �. I- I- w ill Do 3.01 Inspection: ‘ CO — o A. Examine areas and conditions under which units are to be installed. Do not x v ' proceed with work until unsatisfactory conditions have been corrected. ~ O z cn 0 I= A. General: Install unit in accordance with manufacturer's installation instructions. z Plumb and level, and firmly anchored in locations as indicated. Maintain manufacturer's recommended clearances. PART 3 — EXECUTION 3.02 Units: 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. C. Drain Piping: Provide trap at condensate drain; construct at least 25mm (1 inch) 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. 3.03 Spare Parts: deeper then fan pressure in inches of water. Quik Par,. Jff- Airport Parking Facility Heating, Ventilating, and Air Conditioning (HVAC) 15500.2 A. 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. 3.03 Insulation: A. Insulate piping, condensate drains, and all other associated appurtenances. 3.04 Cleaning: 3.05 Instruction: Quik Parkff- Airport Parking Facility 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. A. 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 T PART 1- GENERAL 1.01 General: A. Description of Work: The work of this Section shall include all labor, materials, equipment and appliances required to complete the Air Distribution work as indicated on the Drawings and as specified herein. 1. PART 2 - PRODUCTS 2.01 Materials: A. Ductwork: 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. Section 15800 AIR DISTRIBUTION Quik Park..ff- Airport Parking Facility Work Included: The following is a list of the major items of work included in this Section: a. Ductwork; b. Duct Insulation; c. . Dampers, Registers and Grilles; Exhaust Fans; e. All associated materials and miscellaneous items necessary for a complete air distribution system. 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 00 0 : co = J ,_ co w g J; cn I I- z � z � . �� U 0. tft w w LL ~; O . ui z ` O Z It 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, Genf lex, Atco, Flexmaster, Thermaflex, or approved equal. PART 3 - EXECUTION 3.01 General: 3. 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: Quik Park Jff- Airport Parking Facility 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. Dampers, Registers and Grilles: See Air Device Schedule on Mechanical Drawings. Exhaust Fans: See Exhaust Fan Schedule on Mechanical Drawings Air Distribution 15800.2 3.02 Ductwork: A. General: Contractor shall be responsible for complete air distribution system in accordance with state and local codes and best practices of the trade. 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. 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: A. General: Installation shall be in strict accordance with manufacturer's recommendations. B. Caulk and seal to sheet metal work to prevent leakage streaking. 3.04 Exhaust Fans: A. Installation: Install exhaust fans in accordance with manufacturer's instructions and applicable portions of this Specification. 3.05 Miscellaneous Construction: A. Registers and Grilles shall fit air -tight to all surfaces to which they are mounted. Provide sponge rubber gaskets under flange, where applicable. B. Fitting to Equipment: Contractor shall lay out duct work so all connections fit neatly, and correctly to all grilles, registers and equipment. The entire system shall be virtually air -tight and neat in appearance. C. Internal ends of slip joints shall be in direction of air flow. Quik Park .iff-Airport Parking Facility D. Testing: Pressure test completed ductwork system at a positive static pressure for 5 minutes with maximum air leakage not to exceed 1 percent of rated air flow. Air Distribution 15800.3 Balancing and Adjustment: Air balancing and adjustments shall be be performed by a firm certified by the National Environmental Balancing Bureau (NEBB) or Assoicated Air Balance Caouncil (AABC). Work shall be under the direct supervision of a person who has passed written and practical NEBB or AABC examinations for testing, adjusting and balancing of air systems. Submit written report documenting the balancing and adjustment of the air handling system. Verify that the air handling system is complete and operational. END OF AIR DISTRIBUTION "h Quik Park sift-Airport Parking Facility Air Distribution 15800.4 C.); v0 f W • WI W Oi ' u_ cc: ln D r y' • _• Z �. O Z W W n o Jo -: Vi Z 'O F"i 09/26/2002 16 :44 FAX 14258.616050 GeogEngineers GeoEngineers, Inc 8410 154th Avenue N.E. Redmond, WA 98052 Telephone (425) 861.6000 Pax (425) 861b050 www. Sterling Reality Organization (SRO) 600 — 106 Avenue Northeast P.O. Box 91723 Bellevue, Washington 98009 -1723 Attention: Michael Lancaster, CSM Mi01 - 0 - 18 M� 0I - 0'll Doi 33 D01 3(o'4 bo 1.- 3( • September 26, 2002 c ^xti;ra uiuiriRst33 y "vim °"A`! 'is 1z re w = QQ 1 V . U O 07 S ummary Letter Geotechnical Construction Observation and Testing 0 Quskc Park of Washington W Tukwila, Washington g — File No. 7704-001 -02 to • a ut z � I— O z no o I- = U LL O w Z U � 0 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 out 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 Recommendations" dated July 9, 2001. • Letter "Response to City of Tukwila Geotechnical Peer Review, Quik Park of Washington, Tukwila, Washington," dated July 13, 2001. • • Letter " Geotechnical Design Recommendations, South 158th Street Stormwater Vault, Qulk 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 "Quilt Park of Washington, Tukwila, South 158th Street Stormwater Vault, Results of Supplemental Test Pits," dated September 6, 2001. • RE EiVc'D OCT — 7 200z D PARTME NT 421 002 . .1 ..w� i' IK �� L' Il' ' .°�rv.ir.• amotFMMiN�['. 5 .1.� a•4f7�•r . '/ r :�'� ��" ����'{ rt�l�l��T. �' �b��' �cd�.?� /.l•���'14�a�.}�'�ItiVM� �w �.i��b�'AN1.h1�•3�'i�' i� � � ;�'• 09/28/2002 18 :44 FAX 14268818050 RI 003 Sterling Reality Organi......on September 26, 2002 Page 2 • Letter "Additional Design Calculations (revised), Keystone Retaining Wall at Office Building, Qui lc 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 backfill • tiered modular block wall (Wall G) subgrade, backfill and construction observations, • utility trench bacicfill, 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. 0toEnaineer: File No. 7704- 001-02 �:w F4.r'•'ij s tdts.�r�:iR�� diar w:,� z re Lu J O 0 w 0 w u. w 0 J u.? = f .. w Z = Z o Ili ui D p co O 0 I— I 0 O , Iii 0 =. O ~ . Z 09/26/2002 18:44 FAX 14258818050 Sterling Reality Orgaru.. September 26, 2002 Page 3 G e o E n v i n e e r s 2004 SOUTH 158 STREET RELOCATION (OFF -SITE WORK) Tiered Modular Block Retaining Wall (Wall G) We observed the footing subgrade conditions and baclling 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 %2 -inch- diameter steel probe rod, the footing subgradc was found to be firm and adequately prepared. The subgrade for the upper tier was prepared within the reinforced backfill zone for the lower wall. The upper tier subgrade condition was evaluated by probing using a %2 -inch- diameter steel probe rod and by performing in -place nuclear density tests and the upper tier footing subgrade was found to be adequately prepared_ We observed the placement of drainage material, placement and compaction of backfill within the reinforced zone and retained soil zones, and placement of the reinforcing geogrids on an intermittent basis. The backfill was evaluated by completing in place moisture density tests and by probing with a Y2- 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 V2-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. Vic No. 7704-001-02 Makit 08/26/2002 16:45 FAX 14258816050 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 ill 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 'V2 -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 constructed between August 17 and September 9, 2001. Wall D was constructed between June 18 and July 17, 2002. Wall E was constructed between June 19 and June 26, 2002, and Wa1I 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 'h- 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 bacicfill was evaluated by completing in -place moisture density tests and by probing with a ' /cinch- diameter steel probe rod. The wall backfill was compacted to at Least 90 percent of the maximum dry density, per ASTM D 1557. Ce0Ensinears 10 005 F11c'No. 7704 - 001-02 "1 i w X.N uai20/2U9 U :45 FAX 14258518050 Sterling Reality Orga_ _1tion 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 bacicfill were constructed in general accordance with the project plans and our recommendations. Stormwater Detention Vaults (Parking Lot) ' re w re 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 0 0 intermittently between October 17, 2001 and June 17, 2002. The vaults were constructed an stiff to ` vi w very stiff and/or dense undisturbed glacial soils. The wan backfill was placed in lifts and the —J H compaction was evaluated by completing in -place moisture density tests and by probing with a w O %cinch- diameter steel probe rod. The fill was compacted to at least 90 percent of the maximum dry 2 density per ASTM D1557 below a depth of 2 feet. In the upper 2 -feet, the fill was compacted to at g least 95 percent of the maximum dry density. d Based on our observations and evaluations it is our opinion that the vault subgrades were H = adequately prepared and the vault backfill has been adequately placed and compacted in general Z accordance with the project plans and our recommendations. w O Office and Maintenance Buildings — Footing and Subgrade Preparation v ° We observed the preparation of footing subgrade soils for the office and maintenance buildings, O N including placement of structural fill to achieve design grade. Structural fill, which was compacted to w w at least 95 percent of the MDD, was placed where needed to achieve grade. Observations of footing u. O 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 U founded on newly placed structural fill compacted to at least 95 percent of the MDD (per ASTM D O H 1557). We observed footing subgrade soil preparation and unsuitable soil overexcavation activities for Z 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 and April 10, 2002. The footing subgrade soils consist of structural fill composed of imported pitrun or on -site glacial till fill. The footing subgrade conditions were evaluated by probing with a /2- inch diameter steel probe rod and by performing in place density tests. Based on our observations and evaluations, it is our opinion that the footing subgrade soils were prepared in general accordance with the plans and our recommendations and are satisfactory for the design bearing capacity of 3,000 psf, as presented in the soils report Utility Trench 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 the project. Compaction of the 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 1)1557 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 l Zoos (rile No. 7704 - 001-02 uei coi cvuc 14):4C rt►e 144o00i0uou Sterling Reality Orgai '.ton 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 /3 -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. GeoEngineets 44 ► IQ 007 File No. 7704- 001-02 1:7 VO /LY/ LU. yU VAA l•iUUHivvvv ■ Sterling Reality Organ. an September 26, 2002 Page 7 It was a pleasure working with you on this project. If you have any questions regarding this summary letter, please contact us. KGO:RCM:KGB:nil Redm :\02\£uuls \770400102sumltr.doc Two copies submitted GeoBng1necri EXPIRES 4 / 11 / 03 Respectfully submitted, GeoEngineers, Inc. Robert C. Metcalfe, P.E. Geotechnical Engineer Kenneth G. Buss, P.E. Principal File No. 7704-001 -02 U; • •U0 c,,.; • W i. J � N. LL W 0 g u. = d; F— • _, z 1—.. 1-0 • Z W W. 2 U cr. ;0 N. 2 V l • • ll. O:. z ` _CO H � O i z MAYES TESTING ENGINEERS, INC. REGI_iVED yara •z r��r .., SEP 10 2002 Project : Client: Contractor Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. i (ASTM C1064) 67 ° F Quik Park Sterling Realty Organization Co. GLY Construction Co. Inc. [Water/ Cement Ratio: ' 5Date Received 0.360 __8/712002__ __8/7/_2002_ _8/7/2002_ _ 8/112002__ Remark: FC - Field Cure COMMUNITY CONCRETE LABORATORY TEST REPORT DEVELOPMENT 59 ° Partly Cloudy Concrete Stoneway 262992 5053 Slump (ASTM C143) Entrained Air (ASTM C231) 4 -3/4" 5.9 8 -8 -02 FIELD DATA LPlacement Location and Note Three island curbs for pay booth canopy facility. COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) ___0030__ 374 1 8/14/2002 ._7 ...1_929_40_. _6 x._1.2_ 6.01 28.37 _ 3280 _ 0030. .37492._ 9/4/2002_ 28 6x 6.01 _4560 . 07493_ _9./4/2002_ 28� 131260_ 6_x 12 _ 6.01 28.37 __ 4630__ 0030 L37494_, _9/4/2002__ _ _28._ 11_130.88.0.__ __6. x_12___1 6.01 J _28_37 _ 4610 Inspector(s): Erik Hansen Tested by: Matt Barker Project No: E1243 Issued on: Permit # Original: Revised: ❑ (ASTM C31 and C172) Actual I Mix Proportions: Design Strength (fc): i 2500 Psi @ 28 days Reviewed by: 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 Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,974.0 Ibs Fine Aggregate 1,276.0 Ibs Water 200.0 Ibs Fly Ash 85.0 Ibs Cement —Type I 470.0 Ibs WRA 28.0 Oz A/E Admix 4.0 Oz Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, In MAYES TESTING ENGINEERS, INC. 'SEP 1 2002 Project : Client: Contractor Air Temperature: 66 ° F Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. :(ASTM C 1064) 72 F ;Water / Cement Ratio: FC - Field Cure CONCRETE LABORATORY TEST REPORT Quik Park Sterling Realty Organization Co. GLY Construction Co. Inc. Cloudy Concrete Stoneway 262678 5053 r ' Slump Entrained Air (ASTM C 143) (ASTM C231) 5" 5% :Date Received 0.380 8 -6 -02 .Placement Location and Note i Slab on grade under canopy. Date Made Sample # Lab # __875L2002_ 0029 .37298_. 37299 Remark: 'Design Strength (fc): Inspector(s): Paul Myers Tested by: Chris Pratt Reviewed by: RE - IVED COMMUNITY DEVELOPMENT Project No: E1243 Issued on:- Permit # s): D01 -363 Original: Revised: ❑ FIELD DATA (ASTM C31 and C172) Actual ' Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement - -Type I WRA A/E Admix COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested Age (day) Load (Ibs) Size (in) Dia (in) 8/12/2002] ._ 7 I 92320 _ _I 6 x 1.2 6.03. _ _ 29 L .121390 6 x 12 6.01 9/3/2002 ._29_ L 122690 _6_x_ 12 06.01 _ 3000 Psi @ 28 days Surface Arca 28,56 28,37 _ L._28_37 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 Weight (per cu.yd) 1,978.0 lbs 1,275.0 Ibs 211.0 Ibs 85.0 lbs 470.0 Ibs 27.0 Oz 4.0 Oz Strength (psi) _3230 . 4280 _ 4320 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, In F= Z' mo 6 J 0: 0 0' tO W =; J1 . N w o LL Q. t » � • 2 d w H =, Z � , O. 0 I--' w W `: P. I z • U N' O Z MAYES TESTING ENGINEERS, INC. August 22, 2002 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Building Official REL.'IVED _AUG 2.6 2002 COMMUNITY DEVELOPMENT FINAL LETTER Re: Quick Park Permit # DOI -363 3610 South 158 St. DOI -364 Tukwila, WA DOI -365 MTE Project No. E1243 Gentlemen: 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 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 U O N W, W = w 0! 2 u_< co _ : Z mo o' Z W m W w'' O. Ill Z '0 f': 4 17 202 0123 7 2012 0023 4 17 2002 0023 4 1 210 00 MAYES TESTING ENGINEERS, INC. �.•:.�.. �cp'�c.'t'ta4YRa1r CONCRETE LABORATORY TEST REPORT Project : Quik Park Client: Sterling Realty Organization Co. Contractor GLY Construction Co. Inc. Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C 1064) 62 4 - 1/2" 5% [Water / Cement Ratio: 0.371 53 °F Overcast Concrete Stoneway 250087 5053 Slump Entrained Air (ASTM C143) I (ASTM C231) Date Received 4 -18 -02 Placement Location and Note' Maintenance building footings. Date Made Remark: FC - Field Cure Sample # 32235 3223_6 32237 _32238 4/24/2002 5/15/2002i 5/15/2_00_,21 5/15L2002] 7 28 28 28 Inspector(s): Yavita Kotomaim Tested by: Project No: Issued on: Permit # (s): Original: Revised: ❑ 40000 FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement - -Type I WRDA-64 Dar Air ;Design Strength (fc): COMPRESSION TEST RESULTS (ASTM C39 and C1231) Lab # Date Tested Age (day) Load (lbs) E1243 4 -25 -02 Size (in) 4x8 4x81 4x8 4 x 8 Reviewed by: Weight (per cu.yd) 1,975.0 1,274.0 206.0 84.0 471.0 28.0 3.0 lbs lbs Ibs lbs lbs Oz Oz 3000 Psi @ 28 days Dia (in) Surface Area Strength (psi) 4.01 12, 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 3170 Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, In RECEIVED NAY 3 0 2002 DEPARTMENT MAYES TESTING ENGINEERS, INC. Project : Quik Park Client: Sterling Realty Organization Co. Contractor GLY Construction Co. Inc. Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C 1064) I • 54 F [Water / Cement Ratio: 0.372 Date Made Sample # 3[2[2002 0020 312212002 0020 3/27/2002 0020 Remark: Office building footing. FC - Field Cure CONCRETE LABORATORY TEST REPORT 42 ° F Cloudy Concrete Stoneway 521 5053 Slump (ASTM C143) 4 - 3/4" :Date Received 3 -28 -02 [Placement Location and Note Lab # 31152 3U53 31154 Entrained Air (ASTM C231) % A/3[2002 A/24L2002 4/24/2002 Date Tested Age (day) Inspector(s): Beorn Edmonds Tested by: Chris Pratt Project No: E1243 Issued on: 4 -25 -02 Permit # (s): tD01' -36 Original: Revised: ❑ COMPRESSION TEST RESULTS (ASTM C39 and C1231) Load (lbs) Size (in) Reviewed by: FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement - -Type I & II WRA A/E Admix Dia (in) 7 ii 111880 6x 12 1 6031 2.8 !I 1 145 5 x 12_ [_6_02a 28 i s 143410 6 x 12 16.02 i 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 1,982.0 1,273.0 206.0 85.0 469.0 28.0 4.0 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Weight (per cu.yd) lbs Ibs Ibs Ibs Ibs Oz Oz [Design Strength (fc): 4000 Psi @ 28 days Surface Area Strength (psi) 28.5 3920 28.46 , 5120 28.46 1 5040 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, In RECEDED MAY 0 0 2002 BUILDING DEPARTMENT 1 ? : , Z�J;J.�nnl:nj U O. .0; to W W _ I- C LL: w O: • 2 7 W Q, • d = W • _ Z � 1- 0: z p , ;O NI W W': • . Z , ui U Ni O Z MAYES TESTING ENGINEERS, INC. . , Project : Quik Park Client: Sterling Realty Organization Co. Contractor GLY Construction Co. Inc. Air Temperature: Weather: Product: Si. ipplier Ticket Number : MixDesign ID : Sample Temp. (ASTM C 1064) Date Made 4M/2002 4/4/20_0_2 4/4/2002 4 /40002 FC - Field Cure 0.361 CONCRETE LABORATORY TEST REPORT 58 F Sunny Concrete. Stonewav 248442 5053 Sample # 0021 0021_ 0021 00211 Slump Entrained Air (ASTM C143) (ASTM C231) 4" 3% [Water / Cement Ratio: Date lieceWeCT 4-5-02 [Placement Location and Note Foundation for parking facility maintenance building. Lab # 31522 31523 31524 3 L525 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested Age (day) Load (Ibs) 4/1112002 7 45150 512/2002 _28 512/2002 28 5/2/2002 28 Inspector(s): Yavita Kotomaim Tested by: RECEIVED MY 3 0 2002. BUILDING DEPARTMENT [Design Strength (fc): Size (in) 8 4 x 4 x 8 4 x 8 Project No: E1243 Issued on: 4-12-02 Permit # (s): .D01-363 Original: Revised: EI FIELD DATA (ASTM C31 and C172) Design Mix Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement--Type I WRDA-64 Dar Air Reviewed by: _ Information in this report applies only to the actual samples tested and shall not be reproduced without the ap 4000 Psi @ 28 days Dia (in) 4.0 L Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 Weight (per cu.yd) 1,981.0 Ibs 1,272.0 Ibs 201.0 Ibs 86.0 Ibs 471.0 Ibs 28.0 Oz 4.0 Oz 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 Surface Area Strength (psi) 1243 ayes Testing Engineers, In tin - 4„ APR g 2062 Ly MAYES TESTING ENGINEERS, INC. QUICK PARK Sterling Realty Organization Co, Page 17 INSPECTION REPORT PROJECT NO.: E1243 PERMIT NO.: M101 -077 REVIEWED B ark 1F / (usha, P.E. L O TiflViit MAY Oa 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 4/17/02 Footings: Inspected re -steel for the footing to the maintenance building per detail 3/A304. Monitored the placement of (7) cubic yards of Stoneway mix #5053 (300psi), which was placed into the footing through a pump and mechanically vibrated. Tested (4' /z" slump, 62 °F temperature, 5% air) and prepared (4) 4x8" cylinders as representative sample of this specimen for lab analysis. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Yavita Kotomaimoce 4/19/02 Verified vapor barrier in place, and 6x6" welded wire fabric in slab -on -grade in office building. Monitored, sampled and tested (16 cubic yards of Stoneway mix #5053, placed in slab -on- grade. All concrete placed by pump and hand consolidated. Cast (4) 6x12" cylinders for strength tests. Concrete slump was 4 ", air was 5.9 %, and temperature was 57 °F. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Beorn Edmonds RECEIVED MAY 3 0 2002 DEPARTMENT i5 ��tJ S4.};,1. := " •?d�.h�m�.: t;? ,a. + :.k a , .. t. v, Nt��!x.+s.�a��wv:•tm;,`dc• ? »in: •a .,,.,. f< ` %, •aw:. v 7 12320_0_1 28 28 28 MAYES TESTING ENGINEERS, INC. . . Project : Quik Park Client: Sterling Realty Organization Co. Contractor GLY Construction Co. Inc. Air Temperature: Weather: Product: Supplier: Ticket Number: MixDesign ID : [ Sample Temp. (ASTM C 1064) 61 ° F 35% 1 Water / Cement Ratio: Date Received Placement Location and Note Curb and gutter south j Date Made 0.401 4 812 02 4 8 2002 4 8_L20_02 Remark: FC - Field Cure CONCRETE LABORATORY TEST REPORT Sample # 40 F Clear Concrete Miles 430448 043CA Slump (ASTM C143) 4-9-02 Entrained Air I (ASTM C23 1) FIELD (ASTM C31 COMPRESSION TEST RESULTS (ASTM C39 and C1231) Date Tested _4L1_5/200_2] 5/612002 I 5/6/2002_1 5/6120_421 Ti• Age (day) Load (Ibs) Inspector(s): Yavita Kotomaim Tested by: Chris Pratt Project No: E1243 Issued on: 4-17-02 Permit # (s): Original: Revised: El DATA and C172) Actual Mix Proportions: [Design Strength (fc): 3000 Psi @ 28 days Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, In RECEIVED MAY 3 0 2002 BUILDING DEPARTMENT Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Cement--Type I A/E Admix Size (in) Dia (in) 6 x 12 L6.01 62 6 x 12 6 x 12 Reviewed by: Weight (per cu.yd) 3,266.0 1,349.0 217.0 541.0 11.0 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 lbs Ibs Ibs Ibs Oz Surface Area Strength (psi) 28,37 I 4340 APR tqa nt 'cRTEET JOB NUMBER: 1 " t242 DATE: 1'7 2 , T- PROJECT' 001 � 1� PERMIT*: ti*Ol -- & 6" . WEATHER: c.c.I.r we 01A �a ARCH ,+e'er DIG: CONTR: &• TYPE OF INSPECTION: ' . / G. SAMPLES: '" 4 1 iP oc. € J APR-U4-'42 03:19PM FROM -GLY CONSTRUC"N - QUIK PARK MAYES =sum ENGINEERS, INC. 917- 134tt1 St. SW, Suite A-1 • Everett, WA 9824 10029 S. Tacoma way, Suite E-2 Tacoma, WA 904110 7911 NE 33ra Drive, Suva 190 Potlwntl, Of 872111 INSPECTOR: Vat 1%1— INSPECTOR: INSPECTOR: • ` . Pn 425`•742.9360 Fax 425.745 1737 Pro 269.664.3720 Fax 253 .*84.3707 Pn 503.281.7516 Fax 603261.7579 " NRS: NRS. .__._ NRS: SITE TIME: 1 - , TO: SUMMARY: NONCONFORMING CONDITIONS/CORRECTIVE ACTION TAKEN: 4254521964 RECEIVED CITY OF TUKW ILA f i; ° ; • t .ULL PERMIT CENTER .S? T - 144 P•01 /01 F -827 Pao_ _ t �— 5 s 4 4 " 00 0 1C ( Wt -tlot `tom wore, t v4" -t-i- •bvc c.A bri4 9A4cAr T •'�' iF.'�y - � j -� � ;. r? • �_x ,j.� •:i, -:: , = i:= . - frF :?7��,,;:.. -•17' .r.-U":: - .:.^ , ,•;- • f{ :`T . .1`•. ' : +: ,.cr.. • jY � ( i • .C.:i '�'• ':•. twZi �i ' " ��' i csr=: i¢ i� [`�t�� ^J:: ":::3::7'L��i�.; 17; 1�'�:1..'.S" z Z w 6 UO to W= J I- w gQ = � Z = t— Z° ww UC;) w . • 0 I— w 1— O . w Z H 2. 0 1— •Z Th MAYES TESTING ENGINEERS, INC. QUICK PARK Sterling Realty Organization Co. Page 16 INSPECTION REPORT PROJECT NO.: E1243 PERMIT NO.: : M101 =077. Ai REVIEWED BY: Ma A. Galusha, P.E. 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 Verified re -steel for the foundation wall of the parking facility maintenance building. Contractor placed (8) cubic yards of Stoneway mix #5053 (4000psi), which was placed in the wall above through a pump and mechanically vibrated. Tested (4" slump, 62 °F temperature, 3% air) and prepared four 4x8" as representative samples of this specimen for laboratory analysis. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Yavita Kotomaimoce 4/8/02 Monitored the placement of (80) cubic yards of Miles mix #043CA (3000psi), which was placed at the curb and gutter for the proposed S. 158 Street. Tested (1" slump, 61 °F temperature, 3.5% air) and prepared four 3x12" as representative samples of the specimen for laboratory analysis. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Yavita Kotomaimoce RECEIVED MAY 3 0 2002 BUILDING DEPARTMENT D 0 0, o Or . .N W, W =: UI �+ U.1 g J U.. a 1 I- _ Z I— 0 z � uf U ;0 I— - O ui z ' 0; 0I .z Quick Park Parking Lot 3610 South158th Street Tukwila, WA 98188 ns Dave Larson CITY OF TUKWILA 6300 SOUTHCENTER BLVD STE 100 TUKWILA, WA 98188 D Acknowledgement Required �qc�e� ran�mitted��a �'�„'n Information, As Requested WifittiallOfyi 001 1.0 lelgrbpakir For your information. Prolog Manager wil edOIVE 2 m i)U e Signature Printed on: 3/12/2002 GLY001 :a r ?v , :Tra nsmitt e d; Descrip o0" Letter regarding the tiered keystone walls at office building Quik Park of Washington dated 3/12/02 from Geo Engineers for your information. ' Or-J-363 Transmittal Cover Sheet Detailed, Grouped by Each Transmittal Number Project # 1331 GLY CONSTRUCTION, INC. Tel: 206 - 241 -3201 Fax: 206 - 241 -9181 Date: 3/19/2002 Reference Number: 0152 Alan Campbell GLY CONSTRUCTION, INC. PO BOX 6728 BELLEVUE, WA 98008 -0728 FD�'�i� er"etlyV Hand otes "WOW, N ote rack ng Nu ;sk ok R CE1 V MAR 15 2002 DEVE LOPMENT Signed Date Page 1 v11 t, i rt a.,�5,1. f wd: n �ti: d�» io'•.' t. idn:: t' 3' f:K�.s'Gr „a: Z W . 00. W =, W O' J u_ co a H Z p— 1- O .Z W U N. W W. —O ii Z t U N •Z Pages Date Description 1 2 3/12/02 3/12/02 Fax Transmittal Letter: Geotechnical Observation and Opinion Tiered Keystone Walls at Office Building 03/12/02 TUE 13:20 FAX 425 861 6050 Total Pages: 3 Geo Engineers FAX TRANSMITTAL To: Sterling Reality Organization Fax Number: 425 -455 -8165 Attention: Michael Lancaster Regarding: Letter Regarding the Tiered Keystone Walls at Office Building Quik Park of Washington GEO ENGINEERS 001 Comments: Please call if you have any questions or comments. CC: Michael Aippersbach 206 -524 -0337 (fax) Alan Campbell, GLY 206 -241 -9181 Signed: 425- 861 -6098 8410154` Avenue NE Redmond, WA 98052 Telephone: (425) 861 -6000 Fax: (425) 861 -6050 Date: March 12, 2002 File: 7704 - 001 -02 RECEIVED MAR 1 cd. 2001 - GLY DISCLAIMER This facsimile and any attachments are confidential and intended solely for the use of the individual or entity to whom they are addressed. 7ze5ii; 4lf�Jy' �} A1: �5�C41Nfidi/:L" � �'blYr:s`S'wG'iau "y eS Yx?S'T'..R Q _H ry W ' _i U U0 : CO 0 CO W • W =: J f' U) W 0 u. N H W z � F=O z � W uj D. U '0 - '0 H; W w: W O tll P 0 z 03/12/02 TUE 13:20 FAX 425 861 6050 .t1 . Geo ki.0 Engineers GeoEngineers, Inc. 8410 154th Avenue N.E. Redmond, WA 98052 Telephone (425) 861 -6000 Fax (425) 861-6050 Nlivw.geoengineers.com Sterling Reality Organization (SRO) 600 — 106 Avenue Northeast P.O. Box 91 723 Bellevue, Washington 98009 -1723 GEO ENGINEERS March 12, 2002 Geotechnical Observation and Opinion Tiered Keystone Walls at Office Building Quik Park of Washington Tukwila, Washington File No. 7704-001 -02 We have prepared this letter to summarize the existing condition of the tiered Keystone walls that are located on the east side of the future office building. This letter was prepared in response to a request by GLY Construction. We understand that the City of Tukwila requested a letter documenting that the tiered walls adjacent to the office building have been properly constructed at this time such that construction of the office building can commence. Our geotechnical representative has been on site on a part-time basis to observe backfill placement and compaction. In the area of the office building, we observed (1) removal of unsuitable fill below the building footprint and tiered wall area, (2) placement and compaction of structural fill below the building area, and (3) construction of the tiered walls including backfill placement and compaction and periodic observations regarding placement of the geogrid and wall drainage material. Our observations and compaction test results have been documented in our daily field reports. Based on our observations to date, the building pad and tiered walls have been constructed in accordance with our recommendations and the project plans. The tiered walls are almost finished except that a thickness of about two feet of backfill needs to be placed behind the upper wall and the cap blocks need to be installed on the wall. The uppermost geogrid has been placed, but it is exposed at this time. We previously gave the contractor permission to construct the east building footings directly on the upper geogrid. Because of the current weather conditions, prior to beginning construction of the building the entire building pad and especially the footing subgrades should be checked to verify that the subrgade soils are firm and suitable for construction. Soft or loose soils should be removed and replaced with suitable structural fill. We recommended that the geogrid be pulled IJ Attention: Michael Lancaster, CSM }, iv:., �, c..� a =�:,•Z �'..? Z'�"i:ar; ;�ra� Cr;+tfi;Ja: ib aikis au4iiti¢uT` k ti-, •Cfwu:A:�&3 �X Lti. ns�°.•i k�+";I51�u:;�S7n+{s?;k a"..w�if41:#atC.isAty.:,+ ;h1..D.grAi1,iU;,u i`n �1'i t k�:5d. z • ti' � t• �S�Nt ';�r':�'rxoakL^llJ�:�Es.'.:'v' R�:�t+il�: i5 03/12/02 TUE 13:21 FAX 425 861 6050 Sterling Reality Organe — lon March 12, 2002 Page 2 taut and staked prior to beginning construction of the building footings. In addition, the contractor should avoid damaging the geogrid by installing form stakes through the apertures of the geogrid and by placing at least a thin layer of sand or soil over the geogrid where work will occur. Although there are unfinished elements with respect to construction of the tiered Keystone walls, it is our opinion that the walls are structurally sound at this time and that construction of the office building can commence provided that the above recommendations are followed. Please give me a call if you have any questions regarding the content of this letter. RCM:KGB:ja Redm: \02 \1inal s1770400102L. d o c Two copies submitted GeoEngineers GEO ENGINEERS Sincerely, GeoEngineers, Inc. Robert C. Metcalfe, P.E. Geotechnical Engineer 324 EXPIRES 4 / 11 / 03 File No. 7704 - 001 - 02 j 003 t sci•�CnKi;•.�4` Hz� • J OF U 0' N Lth W =' 0' J; � d : H z �: • 1- 0 z � �j . U � 0 1--. W w . I u_ • ui • U N , z v Quick Park Parking Lot 3610 South158th Street Tukwila, WA 98188 Transmittal Cover Sheet Detailed, Grouped by Each Transmittal Number 1 Project # 1331 GLY CONSTRUCTION, INC. Tel: 206 - 241 -3201 Fax: 206 - 241 -9181 Date: 3/12/2002 Reference Number: 0149 &n_.. Jim Dunaway City of Tukwila El Acknowledgement Required ':f"�'^' 7f1C. Y'Nk ?fP- `+r"..d' X5.4 i�r rlransRIAR Fbr , As Requested Offiglir 001 1.0 Submittal Thank you, Alan Campbell 206 - 241 -3201 ence' , r lDescript oin Notescli . ^tiF+�c4L�t?7TT. -,!Jr' ^L.:. ruin. a�.mv'a...rR1•�.��MCi;m- ry -'- y'r+!`." ^,f7 .np'^nrzrxYV+, CALVIN JORDAN ASSOCIATES Jill Caouette INC GLY CONSTRUCTION, INC. Jerry Cochrun, Sr. MIEFIRMIZER Signature Prolog Manager Printed on: 3/12/2002 GLY001 Concrete for foundations 'rrensm tb Alan Campbell GLY CONSTRUCTION, INC. PO BOX 6728 BELLEVUE, WA 98008 -0728 1 1 Iffe. : v Hand Delivered ' "ml Status` Approved Please find 1 copy of the office building, canopy and garage concrete submittals as requested for your records.. They've been approved by Calvin Jordan - the owner's Architect. If you should have any questions please call me. Signed Date Page 1 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -363 PROJECT NAME: QUIK PARK — OFFICE BLDG SITE ADDRESS: 3610 SOUTH 158 STREET Original Plan Submittal Response to Correction Letter # DATE: 07 -26 -02 X Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: A Val AV & 1.4' Building Division Fire Prevention Publ1 Works 11-[PA .�- Structural ❑ Incomplete Planning Division Permit Coordinator DUE DATE: 7 -30-02 0 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route (7 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 08-27 -02 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ . Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 PERMIT COORD COPY z • Z w 6U O 0 NO LLI W I 1. W O u co =W F- z I ... H- O z LU • 0 O • N 0 F- W W L di Z . co O 1— Z Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Project Name: Project Address: Contact Person: Response to Incomplete Letter # / fo ?eV/5/ off / Response to Correction Letter # Revision # after Permit is Issued Summary of Revision: City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: pM- 3,o /9 5 . /58 o r Mci L 4 JPP s8 yeviie-4, / sc p/ .s fr-t 36 3 Phone Number: (2.V, ) 523 -376. ye RECEIVED CITY OF TU 4 P PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date f revision Received at the City of Tukwila Permit Center by: Entered in Sierra on 08/30/00 L`sttss;f`uae:Sa „ f;.+'iu, I. z mo w; Q J0 00 co w = J H A O J � co a. � Z 1 I- 0 Z �- uf . O N w w. 0: L w Z CO z ACTIVITY NUMBER: D01 -363 PROJECT NAME: QUIK PARK — OFFICE BLDG 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 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28.02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete REVIEWER'S INITIALS: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required DUE DATE: 7 -30 -02 DATE: Planning Division Permit Coordinator Not Applicable 11 Comments: ;Permit Center -Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: 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: \44.44 .-.140Z s1! ti i. >ifiis; ;P. z w cc -J UO U) 0` w J N LL W LL Q. Z d. I-- al Z z � I- 0 Z 1— w uj o , U 0 w I— 1 U. 0 I— W Z U= z DEPARTMENTS: - Building Division Public Works Complete ❑ Documents/routing slip.doc 2- 213.02 PLAN REVIEW /ROUTING SUP ACTIVITY NUMBER: D01 -363 PROJECT NAME: QUIK PARK - OFFICE BLDG SITE ADDRESS: 3610 SOUTH 158 STREET Original Plan Submittal DATE: 07 -26 -02 X Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) 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 ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: 5C REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 7 -30-02 Not Applicable ❑ DUE DATE: 08-27-02 A 7Z1) t /R3 f� DATE: 7730/0 ❑ Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D01 -363 PROJECT NAME: QUIK PARK - OFFICE BLDG 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 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Documents/routing sl ip.doc 2 -28.02 APPROVALS OR CORRECTIONS: PLAN REVIEW /ROUTING SLIP Fire Prevention ❑ Structural ❑ Incomplete Planning Division Permit Coordinator DUE DATE: 7 -30-02 Not Applicable ❑ 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 T REVIEWER'S INITIALS: REVIEWER'S INITIALS: DATE: 1 - Qlo 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: vAJX <Fjt'Y"'i ACTIVITY NUMBER: D01 -363 PROJECT NAME: QUIK PARK - OFFICE BLDG SITE ADDRESS: 3610 SOUTH 158 STREET Original Plan Submittal Response to Correction Letter# DATE: 07 -26 -02 X Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Comments: Permit: Center. Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg Fire 0 Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28.02 PLAN REVIEW /ROUTING SLIP Incomplete ❑ REVIEWER'S INITIALS: Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator ❑ DUE DATE: 7-30 -02 Not Applicable ❑ DATE: 1 /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 0 Ping ❑ PW ❑ Staff Initials: i�:ci?✓Ir:+:ix t1 "st! 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 -363 Quik Park — Office 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: Deb Ritter, Associate Planner, at (206) 431 -3670, if you have questions concerning the attached. Please address the above comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, _›aya-0 Stefania Spencer Permit Technician encl File: Permit File No. D01 -363 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 rt;;i{r,� >i :::sfi•j >i i .�di iit$ai::�i? k:P :.�.��l .iti`�.:� a�:r'di;Et 'd l'•\ 6 R 00 1 (n wi , J 1- uJ O: g J: u,. Q` D. a : t— _ . Z O O 0 N' w z •2 w 0~ ACTIVITY NUMBER: D01 -363 PROJECT NAME: QUIK PARK — OFFICE BUILDING SITE ADDRESS: 3610 SOUTH 158" STREET Original Plan Submittal DATE: 5 -10 -02 Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued DEPARTMENTS: Buildingvjsi In g Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete [r! Comments: Permit Center Use Only ‘INCOMPLETE LETTER MAILED: 5 LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping Er PW ❑ Staff Initials: 514- 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: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing siip.doc 2.28.02 PLAN REVIEW /ROUTING SLIP nlU � Fire Prevention Af - M-d- Structural ❑ PERMIT COORD COPY Planning ivision C F Permit oordinator DUE DATE: 5-14-02 DUE DATE: 6-11 -02 Not Applicable ❑ Not Approved (attach comments) ❑ DATE: k{l i x r, M,4e :4 <� ifirt.'db'km:C yi: Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: .5 °(9 Z Plan Check/Permit Number: ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # / after Permit is Issued Project Name: Project Address: Contact Person: Summary of Revision: s ex 4 City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 aoi k f. ik- 0 — 5 34 Atip ev -ska,k, de 042 N.41-44 j 217,.., svi" Phone Number: (20) 5z " RECEIVED CITY OF TUKWILA MAY 10 2nn2 PERMS Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: cir Entered in Sierra on 5 -t 0 - z 08/30/00 ACTIVITY NUMBER: D01 -363 DATE: 5 -10 -02 PROJECT NAME: QUIK PARK - OFFICE 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 REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete Planning Division Permit Coordinator DUE DATE: 5-14 -02 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ : Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 6-11 -02 APPROVALS OR CORRECTIONS: Approved V- Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: 5 I S/aa E Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: ;,. ':.'eL'•.+A:/. +27.SS.ac >a ?if iti;,'tC till'.ors's' find''c �tt��0$: SS' a�FdaLUi�?+!. i:; ri? 3: tt: 4.' liw;' FJa' 4; eu,t' 4 4o. G'. e`.6■i?i iz. wii± 4i;' 1.47C {l*t...ti I . %tl *.UL •w. 6 .J 00 • J E— w 2 u. = W = z 1- 0. Z I— w uj 2 0 • O D O f—: w w H 0 . — 0 tll z =, O I" Z Complete ❑ ACTIVITY NUMBER: D01 -363 DATE: 5 -10 -02 PROJECT NAME: QUIK PARK - OFFICE 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 ❑ APPROVALS OR CORRECTIONS: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ - -Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Str tur I eview Required ❑ No further Review Required REVIEWER'S INITIALS: 510 DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 Planning Division Permit Coordinator DUE DATE: 5-14 -02 DUE DATE: 6 -11 -02 Not Applicable ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: D01 -363 PROJECT NAME: QUIK PARK — OFFICE BUILDING SITE ADDRESS: 3610 SOUTH 158 STREET DATE: 5 -10 -02 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division Public Works ❑ Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete ❑ Incomplete Comments: PLAN REVIEW /ROUTING SLIP SCR, MUY10 oz._ Permit; Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: TOES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 REVIEWER'S INITIALS: DUE DATE: 5-14 -02 Not Applicable ❑ DATE: C-; —I`l" o ff. 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: : {aiz3: a.ta;i.:...Jn`.rii�au,9i53 ` 7i 51+d:Ai ti7; +.# 4*i§ �67:�e`�'r2^.�ev;✓,��r�;ZS+e1& �f' �^'t}'. l! f?::` s%: a1�t` ��f"' I: �' r4 ";�4fii::zw z . w —J C.) UO N om. cow • J 1— • c o u- W u_? co d = W ►— _ z Z O W 0 1— W W Z u. 0 tll Z N • O z Background Information: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS DATE: May 14, 2002 APPLICANT: Sterling Realty Organization RE: Quik Park — Office Bldg (D01 -363) 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. 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 flt "11 .3 NI �7 xmr.vw.a^cem �wrxar:sxn. I IMR111§,Vr•. z z : re w UO co O co J • u w O = d: � z z � I— O . w ~ U O 7 O I- w W U LL 0 ' Z • = 0 H z Quik Park Office Bldg. DO , ,63 May 14, 2002 Page 2 Next Step: f. The stairs leading from the office building to the lower level will be eliminated. There will no longer be a pedestrian access between the office building and the lower level for employees or patrons. You are to submit the information requested under Item 2 below directly to Deborah Ritter under Design Review File L99 -0010. Once this information has been reviewed and approved in writing by the Department of Community Development, you may then resubmit again under separate cover to the Permit Coordinator to reflect requested revisions to D01 -363, D01 -364 and 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. u O - _ 3. The following changes will be required to D01 -363 after you have obtained administrative -L approval of your proposed design changes. While the changes are not required at this 0 F- time, you may wish to review the following items: Courtesy Comments: The pay booth has been slightly enlarged and a ticket dispenser and bollards have been added. a. Please revise Sheet A101 to indicate the following: i) Label "Propane Tank 1" and "Propane Tank 2" on the plan. ii) Provide a label to indicate "Propane Tank 2" on the "Propane /Recycling Enclosure Plan ". b. The revisions regarding the footprints and locations of the enlarged maintenance building and the two propane tanks (as shown on Site Plan Sheet A101) are not reflected on the Landscaping Plans (Sheets L1, L2, L3) or Irrigation Plans (L5, L6, L7). Please correct this discrepancy. c. You have not provided revised a site plan or revised elevations, sections, details or planting plans to illustrate the design of the office building and associated retaining walls once the stairs have been eliminated. This design change must be properly represented on all applicable sheets. d. The revisions regarding the footprints and locations of the enlarged maintenance building and the two propane tanks (as shown on Site Plan Sheet A101) are not reflected on Sheet E -2 (Electrical Site Plan). w Q : 2 JU U 0 V) 0. la W 1.- N u_ w 0 u- ¢. U o. z d Fw Z = F- 0 Z O D- o w w = U H ACTIVITY NUMBER: D01 -363 PROJECT NAME: QUIK PARK - OFFICE BUILDING SITE ADDRESS: 3610 SOUTH 158 STREET Original Plan Submittal Response to Correction Letter # DATE: 5 -10 -02 Response to Incomplete Letter # X Revision # 1 After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Co ❑ 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 ❑ DATE: c/I¢ 702,- REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete Planning Division DUE DATE: 5-14 -02 DUE DATE: 6 -11 -02 ❑ Permit Coordinator ❑ Not Applicable ❑ Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 DATE: ACTIVITY NUMBER: D01 -363 DATE: 11 -15 -01 PROJECT NAME: QUICK PARK OFFICE BUILDING SITE ADDRESS: 3610 SOUTH 158 STREET ),„,_,Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter #, DEPARTMENTS: Alkk Izi uilding Division ublic Wor s TAIA � & r DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Approved Approved \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions CORRECTION DETERMINATION: Fire Prevention ,4w - L l -30-0 Structural Incomplete Approved with Conditions TUES /THURS ROUT NG: Please Route Structural Review Required REVIEWER'S INITIALS: 1 n ,Revision # After Permit Is Issued Planning Divisio (z Permit Coordinator DUE DATE: 11-1 5-01 Not Applicable Comments: No further Review Required DATE: DUE DATE 12 -13 -01 Not Approved (attach comments) Not Approved (attach comments) REVIEWER'S INITIALS: DATE: REVIEWER'S INITIALS: DATE: DUE DATE t+.:s'.tE`w;,G,�,y:„;�{;�t:;,: r'. c:::' i+ , 'i;u.i.ti`x %'s;ri: }+�,'a {,:4:, b'fi`<•a5 .`t PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -363 DATE: 11 -15 -01 PROJECT NAME: QUICK PARK OFFICE BUILDING SITE ADDRESS: 3610 SOUTH 158T STREET XX Original Plan Submittal DEPARTMENTS: Building Division Public Works Complete Comments: Please Route Approved Approved \PRROUTE.DOC 5/99 Response to Correction. Letter # TUES /THURS ROUTING: REVIEWER'S INITIALS: REVIEWER'S INITIALS: CORRECTION DETERMINATION: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions Approved with Conditions Response to Incomplete. Letter # Revision # After Permit Is Issued Planning Division n Permit Coordinator DUE DATE: 11-15-01 DATE: l Not Applicable No further Revie Required DUE DATE 12 -13 -01 Not Approved (attac com ents) DATE: l Not Approved (attach comments) REVIEWER'S INITIALS: DATE: �t w ki A- 4 \Lc 544 (.44 .1( ? mot - 078 n 1 I DUE DATE °SPS' Al) • 0 p t. Mk MOT- 67E3 4 13X Axi4 s ' ST< PERMI1'NO.: 1)1 t ~ 34 BUILDING I'LIt11.1I'I.'S INSPECTIONS ■ ❑ 00001 Progress Inspection Slaters 00002 Pre-construction ❑ 00003 Investigation ❑ 00001 OK to Occupy ❑ 00005 Remove Slop \Volk Order ❑ 00006 follow -up (] 00007 Pre-Move Inspection O 00050 1VSI C Residential ❑ 00060 WA Ventilation /Indoor i \(C: ❑ 00070 NI,EA Inspeclion /Nlo(hrlar Slruct ❑ 00071 Mobile 1 Ionic Tic Down Insp 00072 Marriage Lines 00090 Rested 00095 Fooling Drains 00100 Foundation Footings 00200 Foundal ion wails ❑ 00250 Foundation Insulation 00300 Concrete Slab /Slab insulation 00350 Crawl Space 00400 Shear \Val( Nailing 00150 Plywood Wail Sheathing 00500 hoof Sheathing. Nailing 00525 Plywood Deck Nailing 00556 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation /Alf'f'ypes 00700 Framing 00750 ROUT 7Cci1inr! Insulation lour Insulation 0(1801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 C;lazing Inspection 00815 Lighting and Controls 00900 Suspended Ceiling 01000 Interior Wallboard Fastening O 01001 Exterior Wallboard Fastening ❑ 01 110 Pre- tvlovc Inspection O 01 1 15 Motor Inspection ❑ 01120 Pre-Demo ❑ 01140 Pre- rrroof U 01400 Final -Fire 01700 [ final- Iluil(ling ❑ 01900 Final- Rcroof (] ,03100 Site Visit 04000 Special - Concrete 04001 Special-Bolts in Concrete 04001 Special -Fvlom /Resist Colic Frame 04003 Special -Reinf Steel Prestress 04004 Special- \Vcl(ling 04005 Special -high- Strength Bolting 04006 ' Special- Stinclural Masonry 04007 Special -Rein f Gypsum Concrete 04008 Special- Insulating Cone Fill 04009 Special -Spray Fireproofing 04010 Speeiall filing, l'icrs, Caissons 04011 Special-Sholcr etc 04012 Special - Grading, Excav /Fill 04013 Special - Retaining Wall 04014 Special- Panels 04015 Special -Smoke Control System 5se, vvyk biA ?o,Be Itcril it Mo 1� 073 TENANT NAME: Qtc.% ,% /2 e/cP /C6' /_ CONI)I'1•IONS 0001 No changes In plans unless approved by 1)Idg Div 0010 Special inspection required, notify Bldg Div 0011 Special inspector shall submit final signed report 0012 Special ceiling grid & light fixture shall meet Iatcral bracing ❑ 0013 Partition w ;ells attached to ceiling grid O U{ { Readily accessible access to roof mounted equipment (1(115 Engineered Truss drawings &, calcs shall be o11 site [j 0016 Exposed insulation backing material ;, 0017 Snbgradc preparation including drainage. excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof 0019 All construction to be done in conformance ‘v/approved ❑ "No work shall be dope in addition to those modifications..." (1002 Plumbing permits shall be obtained Through King Cu 0020 Structural tibscrvation shall be provided for this project 0021 A All fo od preparation establishments must have King Co 0022 Fire retardant treated wood shall have flame spread of _ 0 0024 All s (12.3 Notify Building Division prior to placing any concrcic � P)' applied fire inspected ❑ pplied I proofin g• shall be special I insp • (1025 All wood to remain in placed concrcic shall be treated [� 0026 All structural masonry shall be special inspected 0027 Validity of Permit ❑ 1)028 Rack storage requires separate permit 0003 Electrical permits obtained Through l., &I 0030 No occupancy ol•building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations. flat concrete (]• 0036 Manufacturers installation instructions required on site Do "Il f(,I maximum allowed per 1997 WA Slate Energy Code OU35 C'onLact 1'W Div to obtain insp for wafer /sewer connect ❑ 0(138 A (2 Of O will be required for this permit ❑ (1039 Final approval for all T1 w /in the limits of the SC (Mall OU(ld All mechanical work shall be under separate permit ❑ 0040 All construction noise 10 be in compliance with 8.2 T1'{C 0041 Ventilation is required for all new rooms & spaces (1005 All permits, insp records & approved plans available (1006 All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plunlhing permit from King Co" ❑ "Anchoring •- All new construct and substantial improvement shall b anchored to prevent flotation" ❑ 1)007 All structural welding shall be (lone by \VA13O certified.. inspector ❑ 0008 All high - strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected • 0031 Comply with requirements of'I TMC 16.04 (] 0034 Removal of septic tanks require approval and compliance with King Co I Ica11h Dept. ❑ "Obtain required inspections from appropriate water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...... [J "Water heater shall be anchored...." ❑ "Rcroof' ■, ■ Date: I 71121/01 Date: 17' -0 v: v 4,r. rw rAVi sf: N std sz re 2 � 0 s N 0 J I H LL: W } g J I_ a 2 ° li— _ Z � W O uj • 0 U W W • U ro Z W O ▪ F. ACTIVITY NUMBER: D01 -363 DATE: 11 -15 -01 PROJECT NAME: QUICK PARK OFFICE BUILDING SITE ADDRESS: 3610 SOUTH 158 STREET XX Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After. Permit Is Issued DEPARTMENTS: Building Division Public Works Complete PLAN REVIEW /ROUTING SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete TUES /THURS ROUTING: Please Route n Structural Review Required APPROVALS OR CORRECTIONS: (ten days) Approved REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 Approved with Conditions s/J Planning Division Permit Coordinator DUE DATE: 11-1 5-01 Not Applicable No further Review Required DUE DATE 12 -13 -01 Not Approved (attach comments) DATE: f / - 30 "O I Approved with Conditions ri Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Comments: n REVIEWER'S INITIALS: DATE: DUE DATE ACTIVITY NUMBER: D01 -363 DATE: 11 -15 -01 PROJECT NAME: QUICK PARK OFFICE BUILDING 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 Complete TUES /THURS ROUTING: Please Route Approved n n APPROVALS OR CORRECTIONS: (ten days) REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Structural Review Required Approved with Conditions CORRECTION DETERMINATION: Approved ri Approved with Conditions Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11-1 5-01 Incomplete ri Not Applicable Comments: SPA 'C on No further Review Required REVIEWER'S INITIALS: DATE: _ DUE DATE 12 -13-01 Not Approved (attach comments) DATE: v.- s -o) DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: 4 4;40 - 24r 1 i.f }.P.4 • Ciiy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS DATE: December 5, 2001 APPLICANT: Sterling Realty Organization RE: Quik Park — Office (D01 -363) 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. This permit is approved with the following condition: Appropriate vegetation is to be planted in the disturbed area of the Gilliam Creek buffer (caused by the installation of the two vault outfalls in the northwest corner of the site). The vegetation is to be planted per a City- approved plan and inspected by a representative of the City prior to the release of the Certificate of Occupancy on this building. cc: Gary Schulz, Urban Environmentalist Dave McPherson, Associate Engineer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: D01 -363 DATE: 11 -15 -01 PROJECT NAME: QUICK PARK OFFICE BUILDING SITE ADDRESS: 3610 SOUTH 158 STREET XX l Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # ,Revision #; After Permit Is Issued DEPARTMENTS: Building Division Ft Public Works PLAN REVIEW/ROUTING SLIP Structural DETERMINATION OF COMPLETENESS: (Tue ., Thurs.) DUE DATE: 11-15 -01 Complete ri Incomplete Not Applicable 1 I Comments: / TUES /THURS ROUTING: Please Route ivr Structural Review Required REVIEWER'S INITIALS:. APPROVALS OR CORRECTIONS: (ten days) Approved Approved \PRROUTE.DOC 5/99 II Fire Prevention Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved with Conditions REVIEWER'S INITIALS: Planning Division ri Permit Coordinator No further Review Required DATE: 1$ • 3. a DUE DATE 12 -13 -01 Not Approved (attach comments) DATE: J2/r1/o i DUE DATE Not Approved (attach comments) [1 DATE: i7ae3i;:9tt�:.t:t:; {d4:t+rr� sir' »4 1 4 1 u c 'is!.a' %d,.; Revision D Date S I I Staff i Date ''Staff t 5 5-10-0z + + S SKS 1 8' -? -OZ I . .SeS Summary of Revision: , D DOE/4d e egsW6ES /fS WoTED o A/ , /?0 St Received By: Revision Date ! Staff Staff No. I Received I Initials Issued Date Sta I Initials I Summary of Revision: • Received By: Revision Date Staff Date 1 Staff No. ' . Received Initials Issued 1 Initials 1 I I Summary of Revision: Received By: Revision Date Staff Date Staff No. Received Initials Issued Initials Summary of Revision: Received By: Revision Date Staff I Date Staff No. Received Initials Issued Initials , 1 I Summary of Revision: Received By: PROJECT NAME: Qu.tk + t 0.41ce PERM , :,'JO:.. DO 1- 363 Site Address: 3610 5. 158'.` ST- REVISION LOG Original Issue Date: 12 -21 -D 1 (ple s print) (please print) (please print) (please print) . }5' * iii, ': r .,.. � . .. .. Via: : .z?�:Z' iti�lS�; sv RlIn7 ;:�?,�rt$sY;1n�^�.k���7i7tiin� `�+t'�`:r',!.'�rt�wi�«� �� f�k Revision Date Staff Date 1 Staff No. ' . Received Initials Issued 1 Initials 1 I I Summary of Revision: Received By: Revision Date Staff Date Staff No. Received Initials Issued Initials Summary of Revision: Received By: Revision Date Staff I Date Staff No. Received Initials Issued Initials , 1 I Summary of Revision: Received By: PROJECT NAME: Qu.tk + t 0.41ce PERM , :,'JO:.. DO 1- 363 Site Address: 3610 5. 158'.` ST- REVISION LOG Original Issue Date: 12 -21 -D 1 (ple s print) (please print) (please print) (please print) . }5' * iii, ': r .,.. � . .. .. Via: : .z?�:Z' iti�lS�; sv RlIn7 ;:�?,�rt$sY;1n�^�.k���7i7tiin� `�+t'�`:r',!.'�rt�wi�«� �� f�k Revision Date Staff Date Staff No. Received Initials Issued Initials Summary of Revision: Received By: Revision Date Staff I Date Staff No. Received Initials Issued Initials , 1 I Summary of Revision: Received By: PROJECT NAME: Qu.tk + t 0.41ce PERM , :,'JO:.. DO 1- 363 Site Address: 3610 5. 158'.` ST- REVISION LOG Original Issue Date: 12 -21 -D 1 (ple s print) (please print) (please print) (please print) . }5' * iii, ': r .,.. � . .. .. Via: : .z?�:Z' iti�lS�; sv RlIn7 ;:�?,�rt$sY;1n�^�.k���7i7tiin� `�+t'�`:r',!.'�rt�wi�«� �� f�k Revision Date Staff I Date Staff No. Received Initials Issued Initials , 1 I Summary of Revision: Received By: PROJECT NAME: Qu.tk + t 0.41ce PERM , :,'JO:.. DO 1- 363 Site Address: 3610 5. 158'.` ST- REVISION LOG Original Issue Date: 12 -21 -D 1 (ple s print) (please print) (please print) (please print) . }5' * iii, ': r .,.. � . .. .. Via: : .z?�:Z' iti�lS�; sv RlIn7 ;:�?,�rt$sY;1n�^�.k���7i7tiin� `�+t'�`:r',!.'�rt�wi�«� �� f�k PROJECT NAME: Qu.tk + t 0.41ce PERM , :,'JO:.. DO 1- 363 Site Address: 3610 5. 158'.` ST- REVISION LOG Original Issue Date: 12 -21 -D 1 (ple s print) (please print) (please print) (please print) . }5' * iii, ': r .,.. � . .. .. Via: : .z?�:Z' iti�lS�; sv RlIn7 ;:�?,�rt$sY;1n�^�.k���7i7tiin� `�+t'�`:r',!.'�rt�wi�«� �� f�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 To Glazing 30.0 All Other Roofs Concrete/Masonry Option Tukwila, NA 98188 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 Project Address Quik Park Ott- Airport Parking lacility Date 3/11/2002 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 To Glazing 3610 South 158th Street For Building Department Use RECEIVED CITY OF TUKWILA MAY 1 0 002 PERMIT CENTER Concrete/Masonry Option Tukwila, NA 98188 Applicant Name: s terling Realty Organisation Applicant Address: Po Box 91723 Bellevue, WA 99009 Applicant Phone: (425) 455 -9151 Space Heat Type Q Electric resistance Q All other (see over for definitions) Glazing Area Calculation Note: Below grade wails maybe inducted 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 To Glazing 208.0 — 1612.5 X 100 = 12. 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 qualifications. Enter requirements for each qualifying Q no assembly below. ¢.' Envelope Summar Climate Zon. ENV -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms (Project Description New Building ❑ Addition ❑ Alteration ❑ Change of Use Compliance Option 0 Prescriptive ❑ Component Performance (See Dedsion Flowchart (over) for qualifications) ❑ ENVSTD ❑ Systems Analysis Seml- heated space* Minimum Insulation R- values Roofs Over Semi- Heated Spaces' *Refer to Section 1310 for qualifications and requirements Notes: 994 Wash o S ate Nonresidential E er Code Com • Iiance For REvisioN NO 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 CITY Gf TU`t'.1 V N'W it:. A -- 6 22C2 r C�1\I1 FILE CQPY June, 1995 V' I lmqr Z W re 0 O to J = t— . N � W O 2 LL Q to � Z C7 I— W Z = I•- O Z W U O 0 I- W H� 0 .. Z W O Z 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 Descripttoij 0 , Assy.Tag HC" Area (sf) HC x Area C Mat? trgOibria Mat? Claim Vert CH Area % U U 9-G 03.15% 0.90 1.45 1.00 152316 0.75 1.40 1.00 230% 0.60 1.30 0.65 3440% 0.53 125 0.45 f Al iralationirttlalled? C xia.sa Wills Rd1 �i- 1 t -8 -811 R:cfsaherrEttis R33 Al rlhatoofs R21 Roasoverumrri�. R19 9a a R10 Cpeq.edoars MO C Mat? trgOibria Mat? Claim Vert CH Area % U U 9-G 03.15% 0.90 1.45 1.00 152316 0.75 1.40 1.00 230% 0.60 1.30 0.65 3440% 0.53 125 0.45 /ill kalalia kiddied? C xia.sa Wills Rd1 Etlavgai3vells(et) R-10 R:cfsaherrEttis R33 Al rlhatoofs R21 Roasoverumrri�. R19 9a a R10 Cpeq.edoars MO C Mat? a Awe % U U 9-CC W-15% 0.90 1.45 1.03 1520',6 0.75 1.40 1.00 203P/0 QED 1.30 0.66 304096 0.53 125 0.45 ft kalaticnIn:Idled? QDROUB Wills R•19 IstaronyvelisIrt) U0.19 Btlorvgrarbv�eil 9 itdso.eratics R33 P41 nth:roofs R3 Sab3ongade R10 R d R•10 Cpaquecb s UQ60 GaargOitaia Mat? Gazing Wirt t:H Am% U U S- 002Y /e 0.40 0.80 1.00 All 'midi mIrtdalled? CpxpeWills R19 Belagadevlall e4) R10 Belavga hvells (dh)R•19 Rxfsoverattis R38 All dtuicofs R30 Floorso.a R30 Fbl k s R10 Cpaqua doss U0.83 Galarg Oitaia Mat? Gaamr�q Vat CH Auea% U U 912C 0027"/0 0.40 0.80 1.00 Envelope Summa back) Climate Zone. ENV -SUM 1994 Washington State Nonresidential Energy Code Compliance Forms Decision Flowchart for Prescriptive Option Use this flowchart to determine if project qualifies for the optional Prescriptive Option. If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building envelope requirements, the following two categories comprise all space heating types: Other. All other space heating systems including gas, solid fuel, oil, and propane space heating systems and those systems listed In the exception to electric resistance. (continued at right) 1994 Washin ton State Nonresidential Ener Code Com • liance Form Yes i Carporut s� I% Total a 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. i n' 3.: i1`.:{:; li: �t '•'ii.'I:�ihS.�.^>.;�it`V,i�ti'. k.:Jtt1.4i 994 in ton S ate Nonresidential Ener Code Com • ' For • Envelope UA Calcul . • ns Climate Zonel ENV -UA 1994 Washington State Nonresidential Energy Code Compliance Forms June, 1995 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. 8 c 0.490 0.490 0.490 0.490 32.0 126.0 8.0 42.0 15.7 61.7 3.9 20.6 0 0 .e 6 d E cD 0 8 0 k Gtr 5 d Q �o O Building Component List components by assembly ID & page # Quik Park Off - Airport Barking Facility U= Plan ID:liol U= Plan ID: *102 U= Plan ID: *lo3 U= Plan ID: *104 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: 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: New 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: New R= Plan ID: R= Plan ID: R= Plan ID: Q Electric resistance QQ All other 12. 9% Prop. I 40. 0 % Max.Target Q Yes 0 No Proposed UA U -factor x Area (A) = UA (U x A) 0.033 1344.0 44.4 0.052 1404.5 I Target Opaque Wall Area (see back) 73.0 R= Plan ID: R= Plan ID: R= Plan ID: 1 Note: if insulated to levels required for opaque walls, list above with opaque walls 0.100 344.0 34.4 f 3300.5 253.7 Date 3/11/2002 For Building Department Use Target UA U -factor x Area (A) = UA (U x A) 0.900 208.0 187.2 0.036 1344.0 48.4 1404.5 196.6 0.540 344.0 185.8 070 fnrradi Roar values 1 3300.5 618.0 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 Target Total UA. • Totals ENV -SHGC 1994 Washington State Nonresidential Energy Code Compliance Forms 994 Washi ton State Nonreside tial Ener• Code Corn • Hance Form Climate Z. Vertical Glazing List components by assembly ID & page # 11 c e N > (7 ID: 0101 ID: 0102 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 1.000 208.0 208.0 208.0 208.0 '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: Proposed SHGC SHGC* x Area (A) = SHGC x A 1 Target SHGC SHGC x Area (A) = SHGC x A 1 'Note: Manufacturer's SC may be used in lieu of SHGC. Totals For compliance: 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed in Table 13 -1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area I 645.0 I Roofs over Attics Other Roofs Walls' Proposed Areas: Numbered values are used In calculations below. Roofs over Attics Other Roofs Walls Max Glazing Area (Table 13 -1) I 1612.5 I X 40.09 I? I 100 I = I 645.0 I Target OG Area in Roofs over Attics lesser 645.0 Proposed Opaque Area 1344.0 Proposed Opaque Area I 1404.5 i ;1 Max OG Remaining 645.0 I Proposed OG Area Proposed VG Area Maximum Target Glazing Area Target OG Area in Other Roofs II lesser 645.0 y Target OG Areal Target VG Area Target VG Area = iiOO Q Totals Totals Target Opaque Area Target Opaque Area I • 208.0 I ? 1 208.0 I = 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 00 Area are also used In the applicable Target SHGC calculations above. June, 1995 Note: OG = overhead glazing VG = vertical glazing For Target O G's, the lesser values are used both here and below. 1 Target Areas OK I 4 ktkc�i'J .}h '1'nm �.G.' • r u.;; st 0G= VG= 208.0 (0G= 1344.0 ` 1404.5 ENV -SHGC 1994 Washington State Nonresidential Energy Code Compliance Forms 994 Washi ton State Nonreside tial Ener• Code Corn • Hance Form Climate Z. Vertical Glazing List components by assembly ID & page # 11 c e N > (7 ID: 0101 ID: 0102 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 1.000 208.0 208.0 208.0 208.0 '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: Proposed SHGC SHGC* x Area (A) = SHGC x A 1 Target SHGC SHGC x Area (A) = SHGC x A 1 'Note: Manufacturer's SC may be used in lieu of SHGC. Totals For compliance: 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed in Table 13 -1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Glazing Area Opaque Area Gross Exterior Wall Area I 645.0 I Roofs over Attics Other Roofs Walls' Proposed Areas: Numbered values are used In calculations below. Roofs over Attics Other Roofs Walls Max Glazing Area (Table 13 -1) I 1612.5 I X 40.09 I? I 100 I = I 645.0 I Target OG Area in Roofs over Attics lesser 645.0 Proposed Opaque Area 1344.0 Proposed Opaque Area I 1404.5 i ;1 Max OG Remaining 645.0 I Proposed OG Area Proposed VG Area Maximum Target Glazing Area Target OG Area in Other Roofs II lesser 645.0 y Target OG Areal Target VG Area Target VG Area = iiOO Q Totals Totals Target Opaque Area Target Opaque Area I • 208.0 I ? 1 208.0 I = 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 00 Area are also used In the applicable Target SHGC calculations above. June, 1995 Note: OG = overhead glazing VG = vertical glazing For Target O G's, the lesser values are used both here and below. 1 Target Areas OK I 4 ktkc�i'J .}h '1'nm �.G.' • r u.;; st ProJeCtAddress Quik Park Off- Airport Parking Facility Date 3/11/2002 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability Code (yes, no, n.a.) Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301 -1314) 1301 Scope Unconditioned spaces identified on plans if allowed 1302 Space heat type: If "Other", indicate on plans that electric resistance heat is not allowed 1310.2 Semi - heated spaces Semi- heated spaces Identified on plans if allowed 1311 Insulation 1311.1 Insul. installation Indicate densities and clearances 1311.2 Roof /ceiling Insul. Indicate R -value on roof sections for attics and other roofs; Indicate clearances for attic insulation; Indicate baffles if eave vents installed; Indicate face stapling of faced batts 1311.3 Wall insulation Indicate R -value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken In ENVSTD; 1311.4 Floor insulation Indicate R -value on floor sections; Indicate substantial contact with surface; Indicate supports not more than 24" o.c.; Indicate that insulation does not block airflow through foundation vents 1311.5 Slab -on -grade floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected 1311.6 Radiant floor Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official 1312 Glazing and doors Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area 1312.1 U- factors Indicate glazing and door U- factors on glazing and door schedule (provide area - weighted calculations as necessary); Indicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low-e coatings, gas fillings 1312.2 SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area - weighted 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 Wall vapor retarder Indicate vapor retarder on wall section 1313.4 Floor vapor retarder Indicate vapor retarder on floor section 1313.5 Crawl space vap. ret. Indicate six mil black polyethylene overlapped 12" on ground 1314 Air leakage 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping 1314.2 Glazing /door sealing Indicate weatherstripping 1314.3 Assemb. as ducts Indicate sealing, caulking and gasketing PRESCRIPTIVE /COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34) Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary 1 Building Permit Pia' Checklist 1994 Washington State Energy Code Compliance Forms 1•• A- 1 1• •1 - • ► •I • I -1 - 1- • 1,. •11 -1 - • II • ENV -CHK June, 1995 If "no" is shown for any question, provide explanation: Building Permit Rae Checklist 1994 Washington State Energy Code Compliance Forms " r 1 .. • 1 . - ► .. - • - • Of' . 11 . .. - • I • ENV -CHK June, 1995 Envelope -General Requirements 1311 Insulation 1311.1 installation Rsequiremerts M insulation rmaterids shall be installed aocorc#ng to the manufacture's instructions to achieve props densities, maintain deaaices, and manta n uniform R- values. To the maiirumextett possible, insr/ation shat extend over the full component area to the irtended R value: 1311.2 Rod/ Ceiling Insulation Open-bairn or poured loose -fill insulation maybe used in attic spaces where the slope the caning is not more than 3/12 and there is at least thirty inches of dea dstance from the top of the bottom chord of the truss or oil ling joist to the underside cf the sheathing at the rod ridge. When ewe verts are installed baffling d the vent openings shall be provided so as b detect the incoming air above the surface of the insulation. Where lighting foctures are recessed into a suspended a exposed aid cars the rod /ceiling assembly shall be insulated in a location other than directly on time suspended oeiirg. Exception Type IC rated recessed Igtling fixtures. Where installed in wood framing, faced batt insulation shall be face stapled. . 1311.3 Wall Insulator: Extebr well cavities isdated during f Tarring shall be fully insulated to the levels d the surrounding web. When instated in wood framing, faced bait insulation shall be face stapled. Above grade eiteria irsulationshall be protected. 1311.4 Fbor Insulation: Floor insulation shall be installed in a permanent manner in substartial contact with the surface being insulated. Irsulatbn supports shall be istdled so spacing is not more than twenty - four inches on center. IstdNed insulation shilI nil bock he airflow through foundation vents. 1311.5 Slab-On-Gra ie Floor: Slab-on-grade insulation installed inside the foundation wall shall extend downward from the top of the slab a minirxm distance of twenty-four inches or to the tap d the feotirg, wtidhever is Tess. hscla ioninstalled outside the foundation shall edemd doNrwad a ri ri RUM of tweriy -far inches or to the firstling whichever is grater. Above grade insulation shah be protected. Exception: Fa mcndihic slabs, the insulation shah eleid downward from the top of the slab to the bottom d the fading. 1311.6 Radant Floors (on or belowgrade): Slab-on -grade insulation shall extend downward from the tcp d the slab a minimum distance of tarty -se- iidhes a downward to the tcp of the footing avid hamontal for an aggregated rid less that thirty-six indies. f required by the buiding official whaesal conditions warrant such i set Won, the entire area of a radiant floe- shill be thermally isolated from the son. Where a son gas contrd system is provided below the radiant floor, wtidh results in increased convective flow blow the radiant floor, tie radiant floor shall bethermally isoated from thesub•floor gavel layer. 1312 Glazing and Doors 13121 Standard Procedure for Detemiination of Glazing and Door U- Factors: U4dctors fa gazing and doors shall be detemined, certified and labeled h accordance with Standard RS-31 by a oertfied independent agency licensed by the National Fenestration Rating Could (NFRC). Gbrp&anee shall be based on Model Sine AAor BB. Product samples used for U -factor determinations shat be production line units or representative of units as purchased by the consume or contractor. Unithded giaarg and dens shall be assigned the defailt U- factor in Section 2006. 1312.2 Solar Heat Gain Coeifident and Shading Coefficient: Sole Heat Gain Coefficient (SHGC), shall be determined, certified and labeled in accordance with the National Fenestration Ratirg Council (NFRC) Standard by a certified, independent agency, licensed by the NFRC. Exception: Shadng coefficients (SC) shall be an wceptalle alternate for oompl iaice with sofa heat gain coefficient requaenmemts. Shading coefficients fa glazing shat be taken from Chapter 27 of Standard RS-27 or from the manufacturer's test data 1313 Mdsture Contrd 13131 Vapor Retarders Va retarders shill be instil led an the warm side (in winter) of insulation as required by this section. Eicepticn: Vapor retarder installed with not more than 1/3 of the romind R -value between it and the cc ditbned space: 1313.2 RooUCelling Assemblies: Rod /ceN'i rg assemblies where the ventilation space above the insulation is less than an aver - me of twelve i>dnes shall be provided with a va retarder. Rod/ceiling assemblies without a vented airspace, where neither the roof deck nor the roof structure are made of wood, shall provide a eortiruous vapor retarder with taped sears. Exception: Vapor retarders need rot be provided where all of the insulation is installed between the rod membrane and the structural roof dedc 1313.3 Walls Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.4 Floors Floors separating caditioned space from unoorhitioned space shall be provided with a vapor retarder. 1313.5 Crawl Spaces: A gcund cover d six nil (0.006 inch thick) black polyet Nene or approved aqua shall be laid over the giound within oraM spaces. The ground cover shall be overlapped twelve inches minimum at time joints and shall extend to the fourdatiai wall. Enception: The ground corer may be omitted in crawl spaces if the oraM space has a concrete slab floor with a minimum thickness of three and one -half inches. 1314 Air Leakage 1314.1 Building Envelope The requirements of this section shah apply b txilding elements sepaating condtimed from unconditioned spaces. Exterior joints aound windows and door frames, openings between was and fkxndd ion, between wails and rod and wall panels; openings at penetrations of utility services through walls, floors, and roofs; and all other openings in thie buidrg envelope shall be sealed, caulked, gasketed, or weatherstipped to limit all lea 13142 Glazing and Doors: Doors and operable glazing separating conditioned from urconditaned space shall be weatherstripped. Feed wi rdows shall be tight felting with g ass retained by stops with sealant or caulking all around. Em eption: Openings that are required b be fire resi start. 1314.3 Bunking Assemblies Used as Ducts or Plenums: Building assembles used a; ducts or plenums shall be sealed, caulked, and gasketed to limit air leakage. j;.�'•.f ;4,uiai.::iM.= s+»1n4 r�.�.},'''a- ."�::r�:;&:1Fi�a:kr '. u»fl`�rikau'+:au' '�,,'.':x:t:1 . .i'. N?'ikx.'74: 04111:6 541,. W. EvL.v15s+3kNffF.'astolliki Project Info Project Address QIIIK PARK OFF - AIRPORT PARKING FACILITY Date 3/13/2002 9 160th. & OLD MILITARY RD. ForBuilcinDOFp MAY 1 0 2002 PERMIT CENTER TUKWILA, WASHINGTON Applicant Nam (MIK PARK OFF - AIRPORT PARKING FACILITY Applicant Address: Applicant Phone: 1994 Was ngton State Nonresidential Energy Code Compliance Form Envelope Summary Climate Zon ENV -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms First Edition - June, 1998 a:44W;ar..d tV.:' f�.:�nwr�itz'r•2.r ;;;:!'., Project Info Project Address QUIK PARK OFF - AIRPORT PARKING FACILITY Date 3/13/2002 Allowed Watts x ft (or x If) S 160th. & OLD MILITARY R. For Building Department Use RECEIVED CITY OF TUKWILA MAY I 0 Z002 PERMIT CENTFR 0.2 W /ft TUKWILA, WASHINGTON Applicant Name: QUIK PARK OFF - AIRPORT PARKING FACILITY Applicant Address: 0.2 W /ft Applicant Phone: 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 OFFICE BUILDING 0.2 W /ft 1120.0 1344.0 Open Parking 0.2 W /ft Outdoor Areas 0 W /ft Location (floor /room no.) Occupancy Description Allowed Watts per ft ** Area in ft Allowed x Area OFFICE BUILDING 1.20 1120.0 1344.0 ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 1344.0 b allasts Location Number of Watts/ Watts (floor /room no.) Fixture Description Fixtures Fixture Proposed FI- 4FT.FLUO.SURFACE W/3 -F32T8 & ELEC.BALLAST 12 87.0 1044.0 F2 - CAN LIGHT - CFL 5 26.0 130.0 F3- 4FT.FLUO.WALL W/1 -F32T8 &ELEC.BALLAST 1 32.0 32.0 F4 - 4FT FLUO. WRAP W /2- F32T8 &ELEC. BALLAST 2 64.0 128.0 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 1334.0 1997 Washington State Nonresidential Energy Code Compliance Forms 1997 Washington State Nonresidential Energy Code Compliance Form Lighting Summary LTG -SUM (Project Description New Building El Addition Alteration Compliance Option O Prescriptive Q Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) [1] No changes are being made to the lighting n Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior only, the detault table In the NREC Technical Reference manual ma also Proposed Lighting Wattage (Interior) be used. Maximum Allowed Lighting Wattage (Exterior) First Edition - June, 1998 a °�Z.�fiffif�zk S?� .a Doi -3t�3 1997 Washington State Nonresidential Energy Code Compliance Forms 1997 Washington State Nonresidential Energy Code Compliance Form Lighting Summary LTG -SUM (Project Description New Building El Addition Alteration Compliance Option O Prescriptive Q Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) [1] No changes are being made to the lighting n Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior only, the detault table In the NREC Technical Reference manual ma also Proposed Lighting Wattage (Interior) be used. Maximum Allowed Lighting Wattage (Exterior) First Edition - June, 1998 a °�Z.�fiffif�zk S?� .a Doi -3t�3 Location Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed F5- MX WALL PACK W /1 -50W LAMP 2 65.0 130.0 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 130.0 Bldg. (by facade) Bldg. (by perim) 0.25 W /t, BUILDING PERIMETER 7.5 W /If 172.0 Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts 1290.0 1290.0 1997 Wachipgton State Nonresidential Energy Code Comp nce Form Use mfgr listed maximum input wattage. For fixtures with hard -wired oailasts only, Proposed Lighting Wattage (Exterior) the default table in the NREC Technical Reference Manual may also be used. RECEIVED CITY OF Tt ortnni MAY 1 0 2001 PERMIT CEN j.. Use' LPA (W /ft Use' LPA (W/ft Painting, welding, carpentry, machine shops 2.3 Police and fire stations' 1.2 Barber shops, beauty shops 2 Atria (atriums) 1 Hotel banquet/conference /exhibition hall 2 Assembly spaces', auditoriums, gymnasia', theaters 1 Laboratories 2 Process plants 1 Aircraft repar hangars 1.5 Restaurants/bars' 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 areas 0.5 Libraries' 1.5 Aircraft sbrage hangars 0.4 Nursing homes 1.5 Parking garages See Section 1532 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas OnIy' Schools buildings, school classrooms, daycare centers 1.35 Ccmnmon 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: 0 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 Complirince Form Lighting Summary . ack) 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 Footnotes for Table 15 -1 1. In cases in which a use is not mentioned specifically, the Unit PowerAllonnnce 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 maybe increased by two percent per foot of ceiling height above twelve feet. flfl,A� C17V1C TU EQ a 4. For all other spaces, such as seating and common areas, use the Unrit Light Power Alloltance for assembly. M Y 1 ?ors 5. Watts per square foot of room may be increased by two percent per foot ofceiling height above nine feet. 6. Includes pump area under canopy. PER �Lf /r czNrs 7. In cases in which a lighting plan is submitted for only a portion ofa floor, a Unit Lighting Power Allowance of 1.35 may be 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 1-IID 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. l b.. cti tra' V'S'L *AA aii ::.n&i,J Project Address QUIK PARR 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 (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING C ONTROLS (Section 1513) yea 1513.1 Local control /access Schedule with type, indicate locations yes 1513.2 Area controls Maximum limit per switch yes 1513.3 Daylight zone control Schedule with type and features, indicate locations yes vertical glazing Indicate vertical glazing on plans yes overhead glazing Indicate overhead glazing on plans n.a. 1513.4 Display /exhib /special Indicate separate controls 1513.5 Exterior shut -off Schedule with type and features, indicate location yes (a) timerw /backup Indicate location (b) photocell. Indicate location 1513.6 Inter. auto shut -off Indicate location n.a. 1513.6.1 (a) occup. sensors Schedule with type and locations n.a. 1513.6.2 (b) auto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans yea Lighting Sum. Form Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture yes 1 I Elec motor efficiency MECH -MOT or Equipment Schedule with hp, rpm, efficiency 1997 Wac." -in ton State Nonresidential Ener• Code Comnitgnce Form Lighting Permit Plan hecklist Forms LTG -C H K First Edition - June, 1998 1997 Washington State Nonresidential Energy C If "no" is circled for any question, provide explanation: CITY OF TU A MAy 1 0 2002 PERMIT CENTER 1 n�':at {t.; pia:': t: ;r st, Project: QUIK PARK OFF - AIRPORT PARKING FACILITY Office and Maintenance Buildings Addendum Date: SPECIFICATIONS: December 6, 2001 From: Calvin Jordan Associates, Inc To: ALL PLAN HOLDERS: ADDENDUM NO. 1 Quik Park Off - Airport Parking Facility FILE COPY Notice is hereby given to all plan holders of record on this date that the following Addendum shall supplement and supersede (if in conflict) all affected portions of the contract documents and previous addendum, if any, on the above referenced project Replace Section 08360, Sectional Overhead Doors with attached the Section 08360, Overhead Doors, in its entirety. -�D �i1� C1 PPPR p‘ END OF ADDENDUM NO. 1 REVISION N0.! RECEIVED CITY OF TUKWILA MAY 1 0 2002 PERMIT CENTER Addendum No 1 Page 1 of 3 'bOl- :.G:t....,.<r , .., ,...�..i.rei . ,: Y... �� ., J,f ; ,r, +.;•f- .rv„�ri:e:�r, at.Mt4:%N.YXlri'i�*.t i4i a �stirS'rt ::+44, 11,1 Ay; PART 1 - GENERAL 1.01 General: 1.02 Section Includes: B. Shop Drawings: Section 08360 OVERHEAD DOORS Quik Park Off Parking Facility A. Description of Work: The work of this Section shall include all labor, materials and equipment required to complete the Sectional Overhead Door work as shown on the Drawings and as specified herein. A. Sectional overhead doors, manually operated, with accessories and components. 1.03 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. 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 D -J 0 00 t ° U) W CO IL 0 g < 1— ILI Z 1`2 11.1 D 0 u) 0 1— Ili al I 0 1— r - 0 • Z o PART 2 - PRODUCTS 2.01 Materials: 1. Track: Shall be 3" standard lift track. PART 3 EXECUTION 3.01 Installation: END OF OVERHEAD DOORS Quik i ...xc 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. Finish: Shall be factory finished baked -on polyester coating. Operation: Manual with pull rope. II. Weather- stripping: A replaceable PVC vinyl "U" shaped astragal shall be installed on the bottom edge of each door. 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 .s,,..,.•. ��..«i,...5�Y9!:'tY:#?SF. yfA'!'{t'f ?.�S �:ri FAJ7 °�e�:e�?xaa.. Yta:tX?t�•�v:'�3.,n.::C::',^"�, •i•��:�vSf� If Project: QUIK PARK OFF - AIRPORT PARKING FACILITY CITY Office, Maintenance, and Pay Booth & Canopy Buildings Addendum Date: February 18, 2002 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: 1. Section 10800 — Toilet Accessories: A. 2.01. Revise as follows: Toilet Tissue Dispenser: Shall be Model No. 0697GAL Stainless Steel Shelf and Toilet Paper Holder, as manufactured by American Specialties, Inc., or approved equal. (2 required) (1 required) REVISION a. c. e. f. h. Paper Towel Dispenser: Shall be Model No. 0210 Paper Towel Dispenser, as manufactured by American Specialties, Inc., or approved equal. (2-required) (1 required) 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. (mask - required) (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. (2 d-) (1 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) (1 required) Soap Dispenser (Wall Mounted): Shall be Model No. 0343, All Purpose Soap Dispenser, as manufactured by American N 0. ! ADDENDUM NO. 2 Quik 1...K Off - Airport Parking Facility AUG - 6 2002 ks OLD 064 Dm Addendum No. 2 Page 1 of 9 rn; •u s 4t .peK, y isns,':� , r1esrtic;`e'.t8?aaal.s�, xititJ c Section 15400 — Plumbing: Quik Park Off - Airport Parking Facility Specialties, Inc., or approved equal. (2 required). (1 required) Mirrors: Shall be 1/4" thick quality polished plate glass, silver coated and hermetically sealed with a uniform coating of electrolytic copper plating, guaranteed for 15 years against silver spoilage. Mirrors shall meet Federal Specification #DD -M -411 B. Mirrors shall be mounted with continuous top and bottom "J" channels and wall mounting brackets. Mirrors shall be locked to brackets by means of theft - resistant set screws. See Drawings for mirror sizes. Verify sizes in field prior to fabrication. (2-required) (1 required) 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: eentrol. (1 e d) ren 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 �....,53..i:a ...; �Savi :6L:n'J:dtai�n ?'�twn:L +j'3. kk7; fy,. 1 Quik Park Off - Airport Parking Facility 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. B. 2.01 Revise as follows: a. Air Handling Unit: Shall be Model No. TWR030C100A Condenser with Model No. YCCO30F 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. 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 ;4ix.k 'tii:r:. + �a»�.1't%iea^it+,�'deti .;7tb l�i�:3v'.i+hit'J'3si'isR4;ixi:, €$i`SiL3M.±RgF9KLM1�`fF*'tM)b't :l�.ddn +, Ru^�FC+'i$'CIn+�CbK :Mww+a++++wn v DRAWINGS: Add Section 15617, Electric Heating Equipment, see attached. Add Section 15620 Gas -Fired Radiant Heaters, see attached. 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 (S 1) Quik Park Off - Airport Parking Facility The following drawings have been revised; see the appropriate revised drawing set: Addendum No. 2 Page 4 of 9 no W, 6 U O mo w: w =; J H N LL.: W O g z d E F.. W Z F- O Z w w D o; = V;; u. O . u Z O • *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 l Off Airport Parking Facility *Denotes new sheet number, (old number in parenthesis) use sheet title for clarification. Addendum No. 2 Page 5 of 9 PART 1- GENERAL 1.01 General: A. 1.02. Submittals: B. PART 2 — PRODUCTS Description of Work: The work of this Section shall include all labor, materials, equipment and appliances required to complete the Electric Heating Equipment work as indicated on the Drawings and as specified herein. Warranties: One (1) year factory warranty on the all products. One (1) year service and maintenance guarantee by Contractor for the Electric Heating Equipment installation. Quality Assurance: Section 15617 ELECTRIC HEATING EQUIPMENT Quik Park Off - Airport Parking Facility Codes and Standards: Comply with the provisions of the following codes, specifications and standards, except as otherwise shown or specified: a. Uniform Mechanical Code. b. National Electrical Code c. ANSI/NFPA 90A: Installation of Air Conditioning and Ventilation Systems d. UL: Provide units and components that are labeled and listed by UL. 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. Shop Drawings: Submit six (6) copies of manufacturer's assembly -type Shop Drawings indication dimensions, required clearances, and methods of assembly of components. 3.3 Electrical Heating Equipment: Addendum No. 2 Page 6 of 9 3.01 Inspection: 3.02 Units: PART 3 — EXECUTION 3.3 Installation: A. Quik Park Off - Airport Parking Facility Duct Heater: Shall be Model No. 1201 HF -.510W 10H -241 RT 1 A, 0.5 KW, 1 phase, 120 volt HF Open Coil Duct Heater with thermostat, as manufactured by Markel, or approved equal. B. Electric Unit Heaters: Shall be Model No. LPW1227T, 120 volt, recessed wall heater with fan and built -in thermostat, as manufactured by King Electrical Mfg. Co., or approved equal. Electric unit heater shall be field adjusted to provide 2000 watts. 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. 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. 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. 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 :4k:.�J'u1y PART 1- GENERAL 1 1- w . JU : A. Description of Work: The work of this Section shall include all labor, materials, v o equipment and appliances required to complete Gas -Fired Radiant Heater work as ' u) w indicated on the Drawings and as specified herein. , J 1 u) u_ — o B. Warranties: One (1) year factory warranty on the all products. One (1) year 2 service and maintenance guarantee by Contractor for the Gas -Fired Radiant g Q Heater installation. co d = w H C. Quality Assurance: z F ; z I- 1. Codes and Standards: Comply with the provisions of the following codes, w o o . specifications and standards, except as otherwise shown or specified: v so a. Uniform Mechanical Code. w W u j b. Uniform Plumbing Code 1— 2 c. UL: Provide units and components that are labeled and listed by Y-- 0, UL. w U) F- _ 5 1.01 General: 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. PART 2 — PRODUCTS Section 15620 GAS -FIRED RADIANT HEATERS Quik Parts Off - Airport Parking Facility 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. 2.01 Gas -Fired Radiant Heaters: Addendum No. 2 Page 8 of 9 3.02 Installation of Units: Quik l Off Airport Parking Facility Gas -Fired Radiant Heaters: Shall be Model No. TR 50 -20 (1 required) and TR 75 -30 (2 required) Tubular Radiant Heaters, with factory installed propane gas feature, as manufactured by Reznor, or approved equal. 1. The burner control system shall have a 24 -volt transformer; a spark ignited, intermittent safety pilot with electronic flame supervision; redundant single -stage combination gas valve; a burner -on indicator light; sight glass for observing flame; a power burner with post purge; a differential air pressure switch to measure combustion air; a safety interlock switch on the service door; a test port with removable cover; and a terminal board for connection of remote thermostat. 2. Controls: Shall have field installed thermostat and relay kit for automatic operation. PART 3 - EXECUTION 3.01 Inspection: A. Examine areas and conditions under units are to be installed. Do not proceed with work until unsatisfactory conditions have been corrected. A. General: Install unit in accordance with manufacturer's installation instructions. Plumb and level, and firmly anchored in locations as indicated. Maintain manufacturer's recommended clearances. Venting: Install required venting in accordance with manufacturer's instructions and applicable local, state and national codes. C. 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 l- w ,n~ • U 00 . 00 w ul (J) w 0: ga N w z �. z0 w 2 o uj 0 O E- w ua � U .z w N . O z 1 Project: QUIK PARK OFF - AIRPORT PARKING FACILITY Addendum Date: March 19, 2002 From: Calvin Jordan Associates, Inc To: ALL PLAN HOLDERS: SPECIFICATIONS: 1. Addendum No. 2 Section 15620 — Gas -Fired Radiant Heaters: DRAWINGS: CITY OF TAR#AA Office, Maintenance, and Pay Booth & Canopy Buildings APPROVED A301 — FLOOR PLAN & FND. PLAN (REVISED): A401/E7 — PAY BOOTH & CANOPY PLAN (REVISED): REVSION \ ADDENDUM NO. 3 Quik Park Off - Airport Parking Facility AUG - 6 2002 tu ts WILD e 15NG DM51O 4 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 I FILE COPY 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. RFCE1VED CITY OF TU \WILA MAY 10 2002 1. A202 — REFLECTED CEILING PLAN: PERMIT CENTER a. Revise in legend "Area of 2x4 suspended ceiling grid @ 9' -0 ", uno." to read "Area of 2x4 suspended ceiling grid @ 8' -6 "." a. Install an exterior hose bib on the southwest wall of Maintenance Building. Locate 11' -11" from southern most corner of building and connect perpendicular to nearest water line location. See civil plans for water line information. a. Install two (2) additional bollards to be located on either side of the 18" concrete pad shown at the westernmost egress point, to protect gate arm column. Addendum No. 3 Page 1 of 2 ...'!W'.r,.•x!;,1'•+. City :Yikr:tlf:;i�7.['.:�- ieP'}P 1- L.SaJ r.2 ia.d7M tk4v +tlYab ...... ...J . MON" A407/A601 — PAY BOOTH PLANS (REVISED): Quik 1-w 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". w J U' U O ' w = . w 2 u. A408 — PAY BOOTH SECTIONS (REVISED): N a = w . a. Untitled wall section should be labeled "2/A409 Wall Section 1"=1'-0".". Revise z ~' label; "R -30 insulation leave 1" min. clear" to read "R -38 roof insulation leave w o I" min. clear". ? o O co A409 — PAY BOOTH SECTIONS (REVISED): c = v 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 =, z A407/A408/A601 — PAY BOOTH PLANS (REVISED): a. On Sheet A407, delete window type "H" from floor plan, east elevation and west elevation. b. On Sheet A408, delete window type "H" from pay booth section 1/A404. c.. On Sheet A601, delete window type "H" from the Window Schedule and shown in Window Types. A410 — DETAILS: a. Detail No. 3, H. Slider Sill/Header Detail; at the interior sill revise label "5/8" GWB" to read "1x6 wood trim ". END OF ADDENDUM NO. 3 Addendum No. 3 Page 2 of 2 Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtubs and /or shower 4 2 U Dental units 1 1 0 Dishwasher 4 2 0 0 Drinking fountain (each head) 1 1 .% Hose bibb (interior) 5 3 Clotheswasher or laundry tub 4 2 Q Sink, bar or lavatory 2 1 1 r✓/ Sink, clinic, flushing 10 10 Sink, kitchen 4 2 / Sink, other 4 2 2 ? Sink wash, circle spray 4 4 g Urinal, flush tank 3 3 Urinal, wall or stall 5 5 5 Water closet, tank 5 3 /0 Water closet, flush valve 10 6 V Non ?.sidential Sewer Use Cert cation (To be completed for all new sewer connections, reconnections or change of use of existing connectionsRECEWED This form does not apply to repairs or replacements of existing sewer connections within five years of disci c )TUKWILA Pursuant to King County Ordinance No. 11034, all sewer customers who establish a new service which uses metroggl) s1w e20 facilities after February 1, 1990 shall be subject to a capacity charge. The amount of the charge is established annudlry the g County Council but is limited by state law to 510.50 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 EPlit4AIRG LATER 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) Owner's Name Property Tax ID ft Property Legal Address: (Last, First, Middle Initial) Building Name (if applicable) 0 tri Subdivision Name Lot # Party to be Billed (if different from owner) Subdiv. # Block # Party's Mailing Address: Property Street Address City, State, Zip Owner's Phone Number ( ) or Property Contact Phone # ( ) Owner's Mailing Address (if different from above) City or Sewer District Date of Connection Side Sewer Permit # Demolition of pre - existing building? ❑ Yes ❑ No Demolition Permit # A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units 1058 (Rev. 2 /00) 20 Total Fixture Units 2 Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units /r /5 RCE For King County use: Account # Monthly Rate Six Month Due White — King County flperAWRIftWAIW B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: 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) B 0 1 RCE 0 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 Cal Uirl Signature of Owner/ Representativ ,a1 (Nr, , 4Yc llU'►, G, h'1G, Print Name of Owner/ Representative // Date Yellow — Local Sewer Agency Pink Se er Customer s rr :;so?St a, ',.,Cl;''t!:,gh, rfv., t.SYydL'.y'-v.` 1ely RCE Ur I UK WILA Permit Center 6300 Southcent.., • Boulevard, Suite 100; Tukwila, WA 98186 . Telephone: (206) 431 -3670 PROJECT Il: H-lla 4 -2 -9) Certificate of Water Availability (Required only if outside City of Tukwila water utility district) PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): Owner informations' Name: sire t44 raw Q ' , (S(✓0 Address: ro pox 9 112 3 / due 9660 Phone: (425) 455 — SIOD Owner /Agent Si atu Agent/Contact Person: \C\0. " / Name: M(Ct4Aft- mere st3AG -t Address: f D 'a» 95 ¢291 Sf fL6 /6 f45 —24f4 Phone: ( A ) 5 / 3 316 f^1 f e (20(0)54 - 6337 This certificate is for the purposes of: ❑ Residential Building Permit ❑ Commercial/Industrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision Other D'66(4 1k) 1 VItW 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: PART B: (To be completed by water utility district) The proposed project is located within tt, WIIQ • • (City /County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: (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 • /S9O gpm at 20 psi residual for a duration of 2 hours at a velocity of C7 fps as documented by the attached calculations. I hereby certify that the above information is true and correct. ki Agency /Phone 2.06 — 2.4c2 - fcsi7 Date PART C: (To be completed by governing jurisdiction) Minimum water system improvements: (At least equal to 82 above) (Use separate sheet if more room is needed) Cray OF __RECEIVED I,q NOV 132001 Water Availability: ❑ Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. A• enc /Phone WTRAVA!L.DOC 6/5/96 � has.:, C' t: A'? r',. bM4t" ef; e$C' fi: f<. si" sf;`,; v�Cu, l?. A: iatis�' iYiP'. v r3.+ ie. 7dix1K.a' „ r ` v wl,�lr4"�f3e'•`�Y+S�.V` di ei' if: PERMIT CENTER Date Ofr 3(.3 at t,tl °F •.�.t.'�rrr,. ;ic <a'�n'r,.nt;�:�`u�� �t',.'aLf N'�,7U"r'` Part A: (To Be Completed by Applicant) Purpose of Certificate: . IQ Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision . . ❑ Rezone Proposed Use: ❑ Residential Single Family ❑ Residential Multi- Family Commercial ❑ Other Applicants Name: fl; j,a Ar ers bac-Li Phone: CaOc) 5 -3769. •. Property Address or Approximate Location: c6Vt cl Lcwiu 4- C1a, k_ - /`t+e4*„,. N, s ,J,. : S- )40447 44-) b'7 Legal Description(Attach Map and Legal Description if necessary): rvc_1p r{ itnc.14ed Part B: (To Be Completed by Sewer Agency) /1 1. 15e1 a. Sewer Service will be provided by side sewer connection only to anexisting 6 , size sewer 0 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to 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 aboveis checked) 51 a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, ' OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment, 3.. 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, $1090 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co/Metro without notice.) b. Easements: ❑ Required 4 May be Required c. Other: LL LL l COST b4oc -d Oti •77 hive, COti h± 'WORKINO TOWARD A SETTER ENVIRONMENT SEWER DISTRICT dal ° se 14810 Military Road South RECEiveb P.O. Box 69550 Crry of TUKWHA Tukwila, WA 98168 N p V 1 3 2001 Phone: (206) 242.3236 Fax: (206) 242 -1527 PERMIT CENTER CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY Certificate of Sewer Availability OR • ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year fro date of sigpNture By As fldt + Mot, Title 314/ / Date ru 0 Y 1 1 • • • • • 1 .1 1104. s S:ISS TH sr- i • 1. t. • J sr. .I. �ff t �tG� PP '$J t kJ Cr • P 1 tuf30A :. 50WL /NG AL: .7.'} RESTALIRAv Jo I. SUE RUNG THEM RES La t00 Ac. s ' •.tf, rz0 ,rl' f,r5 _ i • # 1 0 6 1 � � ti l SIERLINT; 11Hf.Ali >r k i . b. % Existing 116 4` % t"' Parking u4 , ■ c \ Lot 1 • \ , \, STERLING iPT ‘'..7..- V;$ 1 III I' PAP): 1M61 SfERt1 filtMRES Co. •of r l , O SiLLBOARDS 1 pr r - f 6544 /6 t. LIMIT CHURCH +ti6H1S PRESS c *OKI' 1 ... Cr .0041 E .1.c c z g 11 ' '' , • . --S • ••••414 ti z I, • r • =Z= EXHIBIT A ,. SA .Y J • 1 i COAST TO CO HARDWARE .4 /•o V .� J &C AUTO . 1 1 , �7 ks DOLLAR AST Ac. JL REM' -A-CAR 1.71 AC. 4 50 f " ....' . _ • ...._. .... ...., IMMO• rr . r. _... • ,. o , ..•• . roam • Prepared by Michael Aippersbach & Associates ..�,.� 1 071J sT. 1111111J•r1•I!I/1; ()1I1..4.41 11•..:..f.1.. • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. I It /587 !-i • CONSTRUCTION e • 4 • F625.052.000 (8/97) ':: • . F62 5.052.000 (8197) DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL ' REGIST .: # .:_. J EXP..: DATE CC01•,. `09 /3 . EFFECTI.VE;DATE } :09/29/1999 • G L, :Y CONSTRUCTION INC PO':BOX 6728 BELLEVUE':WA' 980 =0728 sign tur REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1.. GLYCOI *01809'09/30/2002 EFFECTIVE DATE 09/29/1999 G L Y CONSTRUCTION INC PO BOX .6728 BELLEVUE WA 98008 =0.728 Signature Issued by 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 �� � � aU 0 Notary Title My appointment expires 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 Please Remove And Sign Identification Card Before Placing In Billfold iri4alaS,Wn'''t . w . 2 0 0 w = w O u Q • d I- Ill zH I- O Z I- = 0 I — — ; u' O . . z U. 0 1- H Z •i•:,t9.'•FF:•'za � ..i•.yn4: �. .ty:sy.:•y ; i•• Yid i n.... /.�...•...,: i.7h;N. i% yf �i� y ;L{, y , ; . M$'ri�.•,ti;.y$�:•Y 2•w•`�:: f. F:*.� \':•+•Fi ?Fi3s3�ti' <,� y:.r.. •at istrat on ti;stlw3t:4 "rrvu }V+iL' K4414 . 4es% a j„ ; A7a0% W alance Due: $ ?ADZ Need Current Contractor Registration Card: ❑ Yes Need to Enter Contractor Information in Sierra: ❑ Yes 1115,11 0 . . •. S' «f, ss�;z,:'w. _k ':,,+'e n1ri: %ra'ax:FL•,.t�;;�i rrr:}:w.=•; ,:� Laih.?rFk37:.sc%; 3 k:.ia.NK: wx* +c. e DRAWING INDEX PROJECT INFORMATION: ARCHITECTURAL DRAWINGS THAT PORTION CF nE SOUTH HALF OF TIE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, WW, DESCRIBED AS FOLLOW. BFI AT 77E SOUTHWEST CORNER OF THE TRACT 119 OF SUNNYSIDE GARDENS, DIVISION X0.1 AS PER THE PUT' 2 RL' RI VOLUTE 25 OF PLATS ON PAGE S T RECORDS OF K C T 119 A DISTANCE H2 FAST TO L BEGINNING A NORM DIT ' S CURVE 70 FAT ALONG TIE VEST LINE OF SAID 1. TRACT F EET AND 7 . H 324.. U EARS E UT DSOF 413.30 FEET AND TO WHICH POINT A RADIAL UNE R EDRS V F E CLI N NEST HAVING A H SO A N11 2N6 SOUIN 2 AND EAST SAD PPM EN PN TIE EOLITH MARGIN OF SECONDARY SGTE HIGHWAY NO.. T C AS NO. 545 8Y THEN E AND DECREE C ADE AND MARGIN JUNE 21, 1960 IN LING COUNTY SUPERIOR COURT CAUSE N0. 545600; THEN. scum T S. ON SAID MARGIN FEET THROUGH A CENTRAL ANGLE OF 1'50'22'; CEDE ALONG 5 TTENCE. 8 SAD A MARGIN AT RIGHT SAID E SO x01.0 FEET 1' EAST 215OP FEET. HENCE LES AT R SAD N NO AT RNiIT ANGLES SOUTH FEET; HENCE AT MGM ANGLES SOUTH 0 ANGLES NORTH 2 3759 EAST 116 FEEPARE. THENCE AT MGM (1'29'01' EAST 118.18 FEET; THENCE SOUTH 1653 NEST 14771 FEET: THRICE SOUTH 5210 2 NEST 14537 FEET TO A UNE WHICH IS PARALLEL WITH AHD UES 15 FEET SOUTHWEST OF THE SOUTHWEST SIGNT-OF -WAY MARGIN OF VAUTm OLD NOITART ROA.; TE.ICE SOUTH 3757'54' EAST ALONG SAO LOE 1661.0 FEET HENCE SOUTH 1558'59' EAST 4194 FEET TO A LBE WHICH IS PARALLEL WITH AND LIES 23 FEET SOUTHWEST OF THE THENCE EDT 3757 EAST ALONG s L 4033 T: HEENNCE SOUTH 11'21'06' (TEST 199.21 FEET TP ME NORTH MARGIN OF SOUTH 180TH STREET' DEICE SOUTH 8438'54' EAST ALONG SAD NORTH MARGIN 43.34 FEET: NORTH 5329'37' EAST 24.19 FEET: n8lict FEE THENCE NORTH '. EAST 175.54 T: THENCE NORTH Grubb EAST 18355 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 220.50 RID ' TWICE EASTERLY ALONG SAD CURVE 95.19 FEET THROUGH A CENTRAL ANGIE OF 24'44 TWICE SOUTH 118'1347' FAST 45.48 FEET TO THE BEG° ENG OF A CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 14430 FEET; THENCE EASTERLY. NNTIEASiw.Y AND NORTHERLY ALONG SAID CURVE 232.66 FEET THROUGH A MURAL ANGLE OF 9215'14': THENCE NORTH 11729'0' WEST 218.93 FEET: HENCE SOUTH 8418'13' EAU' 681.9 FEET TO THE SOUTHERLY EXTENSION OF THE WEST UNE OF SAID TRACT 119; DEICE NORM 01•01'12' FAST ALONG SID EXTENSION 300 FEET TO THE POINT OF BEGINNING. COMEDIC 4193. SQUARE FEET MORE OF TE55 SITUATE I KING COUNTY. STALE OF NASIBDDN. PROPERTY ADD6E594 PROPERTY 0 CONTACT V,D 1�_ 3610 S 158DL STREET TURD.. 981 SLFRFlIC REALTY ORRVR7RON (SRO) BE BOX . WA G 98009 (tTS) 455 -8169 1 t ASSOC.. SSOC PP Bmc a 1as (�m6 523 -3764 P BOX 5179 BDlEVUE,9 11 4455 art OF 1U101@A 20100 CODE RC (REGIONAL CONERCM!) PET- ABEPRT PASaIG FACIN, lip OFFICE 15' -a OFFI 111977111870 35' SETBACKS AIEAS W°=- PAR FRNF (PARK9O) 114 PROPOSED 20' REQUIRED FON (BIIRDRLG) 20' 1NOPOSED REOIAPFD BAR ) )� 20s' PRPPOS�D ID' REQUIRED RESUMED at 74 PROPOSE 1,p; DURUM E* y120 S.F. FDDIPi TOTAL FLOOR AREA: 1,120 SF- 41 y- 1 , PARED STALLS 1963 FROFOSER 254 /XN 776 fEGLRAR. iPACT, 3 HANDICAP PAWING STALLS 3 REWIRED FOR OFFICE l F. 3 F 1,000 SE USE. 1997 WORM BIR.ODLG CODE 8 V „ 126W R mR SHEET A001 TITLE SHEET SHEET A002 GENERAL NOTES SHEET A101 SITE PLAN SHEET A201 ENLARGED SITE PLAN & FLOOR PLAN SHEET A202 OFFICE REFLECTED CEILING PLAN SHEET A203 ELEVATIONS SHEET A204 ELEVATIONS SHEET A205 SECTIONS SHEET A20 INTERIOR ELEVATIONS SHEET A207 FOUNDATION PLAN SHEET A208 ROOF FRAMING PLAN SHEET A209 HVAC PLAN SHEET A601 DOOR AND WINDOW SCHEDULE SHEET A701 DETAILS SHEET A702 DETAILS ELECTRICAL DRAWINGS OCCUPANCY 111.. 20X08. TYPE OF USE; GIRDING HEIGHT. SHEET ED SYMBOLS & ABBREVIATIONS SHEET E1 SCHEDULES SHEET E2 ELECTRICAL SITE PLAN SHEET E3 3 ONE LINE DIAGRAM & PNL SCHEDS POWER & LIGHTING PLANS- OFFICE SHEE SHEET E6 DETAILS SHEET E8 SERVICE ENTRANCE DETAILS SHEET El0 SECURITY SYSTEM DETAILS CIVIL DRAWINGS , yam '„„ E2Q�AEA}+ .rte 71 � 8 __ .- 1.120 5. F 2 STORES/ ate . SEE ATTACHED LANDSCAPE DRAWINGS SEE ATTACHED GENERAL NOTES: -4 L Dot ALL WORK SHALL CONFORM TO THE UNIFORM BUILDING CODE, CORVENT ADDITION & TO ALL APPLICABLE MECHANICAL ELECTRICAL AND ENERGY CODES. CONTRACTOR 15 RESPONSIBLE TO SEE THAT WORK IN THE FIELD IS DONE IN ACCORDANCE WITH ALL CURRENT APPLICABLE NATIONAL, STATE AND LOCAL CODES, ORDINANCES, REQUIREMENTS, ETC. ARE SPECIFICALLY SHOWN ON DRAWINGS AND /OR CALLED FOR IN THE SPECIFICATIONS. 2. THESE PLANS AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF CALVIN JORDAN ASSOCIATES, INC. (ARCHITECT). ANY REPRODUCTION, MODIFICATION, DISCLOSURE AND /OR USE OF THESE MATERIALS (OR ANY PORTION THEREOF) WITHOUT THE ARCHITECT'S PRIOR WRITTEN CONSENT IS STRICTLY PROHIBITED. 3. DRAWINGS SHOULD NOT BE SCALED. (N.T.S. INDICATES NOT TO SCALE "). THE LISTED DIMENSIONS SHALL GOVERN, UNLESS NOTED OTHERWISE. 4. ARCHITECTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH CIVIL, STRUCTURAL ELECTRICAL AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. FOR ADDITIONAL GENERAL NOTES, SEE STRUCTURAL, ELECTRICAL AND MECHANICAL DRAWINGS. 5. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK DESCRIBED IN THE CONTRACT DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS SHOWN OR IMPLIED ON THE DRAWINGS AND SPECIFICATIONS AS WELL AS THE EXISTING WORK AND PHYSICAL CONDITIONS OF THE SITE. IN THE EVENT OF DISCREPANCIES BETWEEN THE DRAWINGS AND SPECIFICATIONS IN THIS PACKAGE, PLEASE NOTIFY ARCHITECT IMMEDIATELY. 6. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, OR PROCEDURES REQUIRED TO PERFORM THE WORK. 7. CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS AND FACILITIES TO REMAIN THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL REPAIR AND/OR REPLACE, AT CONTRACTORS EXPENSE, ANY EXISTING ITEMS AND FACILITIES TO REMAIN THAT ARE DAMAGED BY CONTRACTOR'S OPERATIONS TO THE SATISFACTION OF THE OWNER. 8. PRIOR TO EXCAVATION, THE CONTRACTOR SHALL DETERMINE AND VERIFY LOCATIONS OF UTILITY SERVICES IN ALL AREAS' TO BE 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. 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 C AS- BUILT° MODIFICATIONS, INCLUDING MODIFICATIONS TO THE WORK OF ALL SUBCONTRACTORS, SHOULD BE CLEARLY NOTED ON THESE PLANS. J L 3(03 OFF - AIRPORT PARKING FACILITY OFFICE FACILITY 3610 SOUTH 158TH STREET TUKWILA WASHINGTON 98188 ■ catvut jordanAeeodates, �- CO/MACE CAL MILAN Lvov s 444 ++(®140 a 1a (W ea mr a+9 Perteet Engineering, Inc. WES Bridgeport lhly 61T. Salte C-1 Hlm71ood, WA 9.9 (ass) 599 -OS95 Casne Engineering, Inc. 355118,Ave 13e1e50,WA98005 SESule100 (425)4543555 DETAIL NLAMBER DETAIL 4 TiTLE NAME CALL OUT SCALE SHEET NUMBER WWERE DETAIL 15 CUT WORTHY AND ASSOCIATES L1d■ea -a Arelt0eekme ItAmwHen21 PlamE1R and Bed. 1944 Pint Avenue Suite N ®3 b 606 98101 Seattle, WA 96101 (206) 448 -9270 i SEPARATE PEWIT R .QUIRED FOR: 1 [I'1 MECHANICA � CIR j cL ICAL APLUMBiN GAS PIPING CITY OF TUKWILA BUILDING DIV9S10..d AREA MAR APPROVALS: i . _ r I unders'-..., ha ` the - ,heck approvers &e subject to e. s a- cns and applroval of plans does not autn -.._ the v cfation Of-any adopted code or cd'nanne. Roca t of con- tractors copy of approved pl.. ackncwf �x+. By V�4'Gf344- Date -1 - � y Permit No. 7O13(» Cam' N.T.E. TUKWILA WASHINGTON PROJECT SITE DATE: DATE: DATE: CI 'l % ��� IL1 MAY ,r L L'ti? PERMIT CrIVTEh. DIVISION 1 GENERAL REQUIREMENT 1.0 STRUCTURAL NOTES ANY DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS. THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT CONTRACTORS RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION BRACING, FORMWORK AND TEMPORARY CONSTRUCTION SHORING. 1.1 1.2 BIDDERS WARRANTY BY THE ACT OF SUBMITTING A BID FOR THE PROPOSED CONTRACT. THE CONTRACTOR WARRANTS THAT: 1.2.6 NEITHER THE. CONTRACTOR NOR ANY OF HIS EMPLOYEES, AGENTS, INTENDED SUPPLIERS, OR SUBCONTRACTORS HAVE SCALED THESE DRAWINGS TO OBTAIN REQUIRED DIMENSIONS; FURTHER THAT. 1.2.7 THE BID FIGURE IS BASED SOLELY UPON THE CONSTRUCTION CONTRACT DOCUMENTS AND PROPERLY ISSUED WRITTEN OR VERBAL REPRESENTATIONS. 1.3 CODES GENERAL CONDITIONS "THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ", AIA DOCUMENT A201 -1997, FIFTEENTH EDDITION, ARTICLES 1 THROUGH 14 INCLUSIVE, AS APPLIED TO THE CONTRACT FOR THE CONSTRUCTION OF THE SHELL AND CORE FOR THIS BUILDING, ARE FULLY BINDING TO THIS WORK AS WELL. THE CONTRACTOR AND ALL SUB - CONTRACTORS SHALL READ AND BE GOVERNED BY THEM. WORK SHALL BE CONDUCTED UNDER SEPARATE PERMIT. 1.2.1 THE CONTRACTOR AND ALL SUBCONTRACTORS HE INTENDS TO USE HAVE CAREFULLY AND THOROUGHLY REVIEWED THE DRAWINGS AND STRUCTURAL NOTES AND HAVE FOUND THEM COMPLETE AND FREE FROM AMBIGUITIES AND SUFFICIENT FOR THE PURPOSE INTENDED; FURTHER THAT. 1.2.2 THE CONTRACTOR HAS CAREFULLY EXAMINED THE SITE OF THE WORK AND THAT FROM - HIS OWN INVESTIGATIONS. HE HAS SATISFIED HIMSELF AS TO THE NATURE AND LOCATION OF THE WORK. AS TO THE CHARACTER QUALITY, QUANTITIES OF MATERIAL AND DIFFICULTIES TO BE ENCOUNTERED. AS TO THE EXTENT OF EQUIPMENT AND OTHER FACILITIES NEEDED FOR THE PERFORMANCE OF THE WORK AND AS TO THE FENERAL AND LOCAL CONDITIONS, AND OTHER ITEMS WHICH MAY IN ANY WAY AFFECT THE WORK OR ITS PERFORMANCE; FURTHER THAT. 1.2.3 THE CONTRACTOR AND ALL WORKMEN HE INTENDS TO USE ARE SKILLED AND EXPERIENCED IN THE TYPE OF CONSTRUCTION REPRESENTED BY THE DRAWINGS AND DOCUMENTS BID UPON; FURTHER THAT. 1.2.4 NEITHER THE CONTRACTOR NOR ANY OF HIS EMPLOYEES, AGENTS, INTENDED SUPPLIERS, OR SUBCONTRACTORS HAVE REUED UPON ANY VERBAL REPRESENTATIONS ALLEGEDLY AUTHORIZED OR UNAUTHORIZED FROM THE OWNER OR HIS EMPLOYEES OR AGENTS, INCLUDING THE ARCHITECT OR ENGINEERS IN ASSEMBLING THE BID FIGURES; FURTHER THAT. 1.2.5 THE CONTRACTOR AND ALL SUBCONTRACTORS HE INTENDS TO USE (INCLUDING AGENTS AND SUPPLIERS) ARE AWARE OF AND ACKNOWLEDGE THAT CLOSE COORDINATION AMONG ARCHITECTURAL, MECHANICAL /ELECTRICAL AND STRUCTURAL DRAWINGS ARE REQUIRED FOR THE FOLLOWING: - DETERMINATION OF ALL COLUMN LOCATIONS AND SIZES. - DETERMINATION OF TOP OF FLOOR, TOP OF STEEL, WALL PLATE, AND TOP OF BEAM ELEVATIONS. - VERIFICATION OF ALL DIMENSIONS. THE CONTRACTOR AND ALL SUB CONTRACTORS HE INTENDS TO USE (INCLUDING HIS AGENTS AND SUPPLIERS) SHALL MAKE CONSIDERATION FOR AND INCLUDE MONIES FOR THE ABOVE IN THE PREPARATION OF THEIR BIDS. THIS REQUIREMENT SHALL SUPERSEDE ANY CONTAINED IN THE AISC "MANUAL OF STEEL CONSTRUCTION "; FURTHER THAT. 1.3.1 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 OF2 ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. NOTIFY THE ARCHITECT OF ALL CONFUCTS. WORK SHALL BE CONDUCTED UNDER SEPARATE PERMIT. 1.3.2 DESIGN CRITERIA UNIFORM LOADS: LOCATION ROOF OFFICE SLAB ON GRADE 1.3.4 LATERAL LOADS: LIVE LOAD 25 PSF 50 PSF 125 PSF WIND: PER UBC SECTION 1613 -1623 BASIC WIND SPEED : 80 EXPOSURE: B IMPORTANCE FACTOR: 0.3 DEAD LOAD ACTUAL ACTUAL ACTUAL 1.3.3 CONCENTRATED LOADS: ALL MANUFACTURERS OF PRE - ENGINEERED COMPONENTS OR SYSTEMS SHALL LOCATE, COORDINATE, VERIFY WEIGHTS, ETC, OF MECHANICAL UNITS OR OTHER CONCENTRATED LOADS AND DESIGN THEIR SYSTEM FOR THESE LOADS. 1.3.5 SEISMIC: PER UBC SECTION 1624 -1633 ZONE : 3 IMPORTANCE FACTOR: 0.3 FOR PIPES, DUCTS AND MECHANICAL EQUIPMENT SUPPORTED OR BRACED FROM STRUCTURE: CONFORM TO SHEET METAL INDUSTRY FUND & PLUMBING AND PIPING INDUSTRY COUNCIL INC. PUBLICATION "GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING PIPING SYSTEMS" SPRINKLER LINE ATTACHMENTS SHALL CONFORM TO NEPA PAMPHLET 13. 1.4 SOIL DATA ALLOWABLE SOIL PRESSURE 2000 PSF ASSUMED. ALLOW 33 -1/3% INCREASE FOR LOADS FROM WIND OR SEISMIC ORIGIN. 1.5 INSPECTION /TESTING REQUIREMENTS SEE DRAWINGS, SPECIFICATIONS AND UBC SECTIONS 108 AND 1701, AND AS OUTLINED BELOW. 1.5.1 FOUNDATION INSPECTION BY BUILDING OFFICIAL TO BE MADE AFTER EXCAVATIONS ARE COMPLETE AND FORMWORK AND REINFORCEMENT ARE IN PLACE. 1.5.2 CONCRETE SLAB OR UNDER FLOOR INSPECTION BY BUILDING OFFICIAL TO BE MADE AFTER ALL UNDER SLAB ACCESSORIES (INCLUDING REINFORCEMENT) ARE PLACED AND PRIOR TO CONCRETE SLAB POUR. 1.5.3 FRAME INSPECTIONS BY BUILDING OFFICIAL TO BE MADE AFTER ALL FRAMING IS COMPLETE AND ALL PIPES, DUCTS, ELECTRICAL, PLUMBING, ETC, ARE INSTALLED AND PRIOR TO COVER. 1.5.4 THE FOLLOWING ITEMS SHALL BE TESTED AND VERIFIED BY A TESTING AGENCY EMPLOYED BY THE BUILDING OWNER IN ACCORDANCE WITH THE UNIFORM BUILDING CODE. 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 1.7 MISCELLANEOUS 1.9 1.7.1 VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD 1.7.2 VERIFY SIZE AND LOCATION OF ALL OPENINGS IN THE FLOORS, ROOF AND WALLS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. 1.7.3 CONSTRUCTION DETAILS NOT SPECIFICALLY' SHOWN ON THE DRAWINGS SHALL FOLLOW SIMILAR DETAILS OF SECTIONS OF. THIS PROJECT AS APPROVED BY THE ARCHITECT /ENGINEER. 1.7.4 SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF OPENINGS NOT DIMENSIONED OR SHOWN ON STRUCTURAL PLANS. 1.7.5 THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE REQUIRED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS RESPONCIBILITY INCLUDES BUT IS NOT LIMITED TO JOB SITE SAFETY: ERECTION MEANS, METHODS, AND SEQUENCES; TEMPORARY SHORING, FORMWORK, AND BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. 1.8 DRAWINGS AND SPECIFICATIONS THE CONTRACTOR SHALL COORDINATE THE PLUMBING, MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS WITH THESE DRAWINGS AND THE TENANT IMPROVEMENT SPECIFICATIONS AND SHALL NOTIFY THE ARCHITECT OF ALL DISCREPANCIES WITH A WRITTEN REQUEST FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER, TENANT OR THE ARCHITECT. WORK SHALL BE CONDUCTED UNDER SEPARATE PERMIT. 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 MUWON AS SHOWN. WORK SHALL BE CONDUCTED UNDER SEPARATE PERMIT. 1.10 ABBREVIATIONS THROUGHOUT THE DRAWINGS ARE ABBREVIATIONS WHICH ARE IN COMMON USE. THE UST OF ABBREVIATIONS PROVIDED IS NOT INTENDED TO BE COMPLETE OR REPRESENTATIVE OF CONDITIONS OR MATERIALS ACTUALLY USED ON THE PROJECT. THE ARCHITECT WILL DEFINE THE INTENT OF ANY IN QUESTION. WORK SHALL BE CONDUCTED UNDER SEPARATE PERMIT. 1.11 COORDINATION THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND VERIFICATION OF THE WORK OF ALL TRADES TO ASSURE COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. 1.12 FIRE PROTECTION WHERE NECESSARY, PROVIDE FIRE PROTECTION AT ALL PENETRATIONS OF FIRE RATED ELEMENTS AS REQUIRED BY THE GOVERING AUTHORITY. 1.13 GENERAL CONSTRUCTION .13.1 THE CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATIONS OF STRUCTURAL, MECHANICAL AND ELECTRICAL ELEMENTS PRIOR TO DRILLING OR CUTTING OF SLABS OR STRUCTURAL MEMBERS. NOTIFY THE ARCHITECT OF ANY CONFLICTS PRIOR TO BEGINNING WORK. .13.2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WALL BLOCKING AS REQUIRED FOR ALL WALL AND CEILING MOUNTED ITEMS. .13.3 ALL CONSTRUCTION SHALL BE STABILIZED AGAINST LATERAL MOVEMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE LATEST ADOPTED EDITION OF THE UBC IN THE LOCAL JURISDICTION. .13.4 CEILING HEIGHTS, WHERE INDICATED, ARE FROM SUB FLOOR TO BOTTOM OF CEILING GRID OR OTHER FINISHED SURFACE. .13.5 MECHANICAL, ELECTRICAL, VERTICAL TRANSPORTATION AND SPRINKLER WORK SHALL BE CONDUCTED UNDER SEPARATE PERMIT. D 0 k 3(53 ABBREVIATIONS AIR CONDITIONING ACOUSTICAL CEILING TILE ADJUSTABLE /ADJACENT ALTFRMATT ANGLE ANOD® APPROXIMATELY ARCHITECTURAL AT KR LAY IF LTG KITCHEN IAMINATE LOW. FEET LIGHTING AC ACT ADJ ALT ALUM ANOU APPROX ARCH O BLDG BJCG BM E Ag�� T auc CAB CJ CLR CLG CLOS CCP COL CONC CONST CONT CoORD CPT CT DET DIA DIM 96 DWG EA El E ELEC ELEV EQ EXIST FIN FLIT FLUOR FDIC FT FTIC FORK GUIDING BLOCIONG BEAM BUILDING STANDARD BASEMENT CABINET CIRCULATION CONTROL JOINT CLEAR OR CLEARANCE CEILING CLOSET CONTRACT CHANGE PROPOSAL COLUMN CONCRETE CONSTRUCTION colTTINUOUS COORDINATE CARPET CERAMS 7. DETAIL DIAMETER DIMENSION DOWN DOOR DRAWING EAST EACH EXPANSION JOINT ELEVATION (HEIGHT) ELECTRIC ELEVATION (VIEW) EQUAL EXISTING FINISH FLOOR FLUORESCENT FURNISHED BY OWNER. INSTALLED BY CONTRACTOR FOOT /FEET FURNISHED BY TENANT INSTALLED CONTRACTOR FURNISH FURNISHINGS GA GAUGE GALV GALVANIZED GL GLASS /GLAZING GWB GYPSUM WALL BOARD HCW HOLLOW CORE WOOD HD HARD HOW HARDWARE HOR HORIZONTAL HM HOLLOW METAL HT HEIGHT HVAC HEATING VENTILATION AND AIR CONDITIONING IN INCH INCAN INCANDESCENT INCL INCLUDE INSTIL INSULATION INSTL INSTALLATION JB JUNCTION BOX JT JOINT MAT MAX LECH MED MFR MISC MUD MTL N/A NIC NO NOM NON COMB NTS WAG GPP owc P PER, P -MALI PLOD PRL Fr RB REFIT REINF REO'D REV R SCHED S SECT sHr sIM 90 srD STG SUSP TEL TEMP THERMO TYP VAR VD VCT VEN VERT VND y�� W 0 We WD MATERIAL MAXIMUM MECHANICAL MEDIUM MEZZANINE MANUFACTURER MISCELLANEOUS ANEOUS MOUNTED METAL NORTH NOT APPLICABLE NOT IN 'CONTRACT NUMBER NOMINAL NOT COMBUSTIBLE NOT TO SCALE ON CENTER OPENING ORIGINAL PERMANENT PERPENDICULAR PLASTIC LAMINATE PLYWOOD POLISHED PAIR PAINT RADIUS RUBBER BASE REFRIGERATOR REINFORCING REQUIRED REVISION ROOM ROUGH OPENING SOUTH SCHEDULE SOLID CORE WOOD SECTION SHEET SIYRAR SHEET METAL SQUARE STANDARD STEEL STORAGE SUSPENDED TELEPHONE TEMPERED THERMOSTAT TYPICAL VARIES VAPOR BARRIER VINYL COMPOSITION TILE VENEER VERTICAL VENDING MACHINE � /WATT/WIDTH WITHOUT WALLCOVERING WOOD REGEIVfl� MAY 1 PEN4Ai� �c�•1i Ei i Calvin ;ordain Associates, Inc. ARCHITECTURE URBAN PLANN LANDSCAPE ARCHITECTURE 75049 HS BST/BED >m BSLLKII .. 98007 P (425) 343 4617 Tel (425) 043 9123 0-1.5 666 u 00Ierfv1,a. DATE IEIR 2002 sc. AS DHgW DRAYIR 15 CONTRACT 0110. COPYRIGHT 2002 cHK CIA INC. REVISED PERMIT SET KEY INDEX QUICK PARK OFF - AIRPORT PARKING FACILITY 3610 S 158TH STREET TUK1MLA, WASHINGTON GENERAL NOTES SHEET A002 1 c c < c 16' x 10' do +lc c icic 155th STREET MAINTENANCE BUILDING SITE OFFICE 4 PAT IBOOTI-I CANOPY SITE PAY BOOTH CANOPY 2B' x 64' PROPERTY LINE S. 16,0th STREET .?„ cic ciclelc I J J I cl cicIcle0c1c1c1c1.1c1c1c1cl =lc SITE FLAN DD 1 CCCCC SOUTH ELEVATION SIMILIAR 111/OUT GATE 0 NORTI-4 ELEVATION C) EAST/WEST ELEVATION S ' PROFANE/RECYCLING ENCLOSURE FLAN 14 "= 1 ' — °" 5 HIGH CHAIN LINK FENCE WITH SLATS GATE 8 HIGH CHAIN LINK FENCE WITH SLATS 1 Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15048 PE BEEIRED 113/13‘83E 90087 Fax (425) 843 4811 r (25) B. 3123 aradteds.j.-iaccaux 111114.111■11■11■=11■ A02/18/02 INCREASE !BUILDING SIZE *MOVE TANK ENCLOSURE &02/18/02 ELIMINATE STAIRS 02/18/02 ADD NEW TANK ENCLOSURE 1■1=111■11■ REVISED PERMIT SET KEY INDEX QUICK PARK OFF-AIRPORT PARKING FACILITY 3610 S. 158TH STREET TUKWILA, WASHINGTON SITE PLAN SHEET A101 101 RE= ARICATED METAL\ STAIRS TO LOWER PARKING LEVEL, SEE DETAIL GUARDRAIL • 42 ", HANDRAIL a 36 ", SEE DETAIL OUTSIDE EDGE OF BUILDING, SEE FLOOR PLAN BELOW DOWNSPOUT TO TIGHT LINE CONCRETE K LANDSCAPING BELOW AT PARKING LEVEL LANDSCAPING BELOW AT INTERMEDIATE. LEVEL DDiN3 KEYSTONE WALL BELOW, SEE EAST ELEVATION AND CIVIL DRAWINGS DOWNSPOUT TO TIGHT LINE 6" CONCRETE PAD FOR CONDENSER UNIT, FOLLOW KEYSTONE WALL TO CORNER OF OFFICE I DOWNSPOUT TC TIGHT LINE, 1 CONNECT TO CATCH BASIN, SEE CIVIL SITE PLAN FOR LOC TION. CJ 1 EJ KEYSTONE RETAINING WALLS, SEE CIVIL DRAWNGS LANDSCAPE AREA 4 RISERS a 6 3 RUN a B" HDA EJ 3•_2" FLOOIR FLAN LDMG TO SITE SEWER j ENLARGED SITE FLAN 5' -0" LUNCH/ BREAK ROOM 1 102 2' -2" li " =I' - O" CABINET t COUNTER 5'-0" 1j4 ii � 0 16' -0" 5' -0" 2x4 a 24" OG a 8' -0" APP, SEE SECTION ACCOUNTING X1041 5' -0" 2' -1 - 22" ._ 5' -8" LOBBY ( 102 ' -24 ". 3 NOTES: CURB BELOW, SEE CIVIL DRAWINGS 2` -3" CANOPY FOR PAY BOOTH OFFICE 1105 5' -0" 5'- 3' -3" 5' -0" 1. SEE INTERIOR ELEVATIONS FOR ALL TOILET ROOM ACCESSORY CALL -OUTS AND DIMENSIONS. OFFICE 1 106 1 B '_ 9 " ELEC. in ROOM 11011 8'_10" 1 — 4x SHEET 4 a" PLYWOOD $P•IP�T'SON HOLD ► . TYP, 5�E SHEET A206 ' DETAIL. HDA 6 HDA ROOF OVERHANG CURB, SEE CIVIL DRAWINGS • Calvin Jordan Associates Inc. ARCH /TECI i>YL URBAN PLANNING LANDSCAPE ARCHITECTURE 1504s FE EWE. E. BSIEliEVTIK VA. 99007 Fax (425) 643 4907 76. ( 643 9223 E-IWE aec ejs- inerna= A02118102 EL6•NINA.TE STAIRS t MODIFY LAND6M 02/18/02 REDUCE WIDTH 3 02/18102 ENLARGE PAD Q4 02/1S/02 REVISED INTERIOR ROOMS RE1 REVISED PERMIT SET KEY INDEX QUICK PARK OFF- AIRPORT PARKING FACILITY 3610 S 15817-I STREET TUKWILA, WASHINGTON ENLARGED SITE PLAN & OFFICE FLOOR PLAN DATE FEB2002 SCALE 1/40.I' -0• DRAW; x; CONTRACT VW COPYRIGHT 2002 CHIC SHEET A201 REFLECTED CE LING FLAN LEGEND SURFACE OR PENDANT MOUNTED LUMINAIRE RECESSED FLOURSCENT 2x4 LUMINAIRE WRAP - AROUND FLOURSCENT Ix4 LUMINAIRE AREA OF 2x4 SUSPENDED CEILING GRID 6 S' -0 ", UNO_ EXHAUST FAN D IFFUSER RETURN AIR FIRE ALARM THERMAL DETECTOR FIRE ALARM SMOKE SENSOR X �Cl a NOTES I_ 5 43" GWS CEILING TO SE ATTACHED TO UNDERSIDE OF TRUSS_ 2_ SEE ELECTRICAL SWEET ES FOR FIXTURE INFORMATION_ v =1= D D -3(Q 3 RECEIVED Cftt OE Tt/KW1UA MAY 1 0 ?002 PERMIT CENTER • Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 BE BILMJES w HELM= TA MIXT/ Per (425) 943 4.7 Tel (425) 343 3113 DATE FEB 2002 SCALE 4 i'•r_0• mow CONTRACT 0110 COPYRIGHT 2002 CIA INC. REVISED PERMIT SET KEY INDEX L02/I8/02 REVISED INTERIOR QUICK PARK OFF - AIRPORT PARKING FACILITY 36105 15817-1 STREET TUKWIL , WASHINGTON REFLECTED CEILING PLAN SHEET A202 3 GABLE END TRIM DETAIL SEE WEST ELEVATION FOR CALL -OUTS SEE SOUTH ELEVATION FOR CALL -OUTS PAY BOOTH AND CANOPY BEHIND FRESH AIR INTAKE, SEE I-1VAC PLAN O NORTH ELEVATION -■ 1 ;f I I I I it I� L1 1111 11 I I "11 1' it+ 11 IIl it i tI!i 1 !1; 1 111I L 111! 13 3 3 33 1 11� 1 1 I I 11 11 !I ,! 11 11 11' 1 II I1 • 1 A 1 1 I' 1 1'ai l l i 11 1 I1 111111 1L11 11116 1 Ikl 11 IIII 13 11 11 1111 it III I I1 11111 f \\ 1 1 I I I i 1 1 1 1 1 1 r I I 1 I i I 1 a 1 1 i ===IIMIIIMMI ---- - --- -- IN I I_ ___________0___________0_ - - - -- _____o_____o________s_= I_� =M- 1 �Mw���M�MM��M�M� . ME 1 I 1 1 I I 1 STAIRS TO LOWER PAr,.ING- LEVEL 1 417 1 417® v rstrl%tt — 3(o 3 O EAST ELEVATION I it r -a " RECENE MAY .1 r mn, PERMIT CE:,,., 000 ZW _ g as u_ wtc0 1 ,0° W � Q hi (' � = I) + , ±i9 1 I �� 1 i I I r .m..l i � 1 ) ��'`�MI�� - -Z 11111=illarl111111111==11111111111111111111111111111== =MB= ===MMINIIIII=MNIMMIIIMINE=== IIIIIIIIIIMINIIIIIMINKI IIIIIPW1r! - - LL ; 11 musimommmuir II IIMPOPIW W ■ Calvin Jordan Associate Inc. ABCH ITECTUEE URBAN PLANNINu LANDSCAPE ARCH ITECTURE 75049 IR 7AL/WD 757 Ham& 98007 P (425) 943 4807 'Ie! (42+) ea 3123 3- 18..x- -;oar 02118102 ELIMMATE STAIRS AND mw LANDQV REVISED PERMIT SET KEY INDEX QUICK PARK OFF - AIRPORT PARKING FACILITY 3610 S 158TH STREET TUKWILA, WASHINGTON BUILDING ELEVATIONS DATE FEB 8002 SCALE 1/41 - O' DRA>,H9 CU9T6Acr Oil® COPYRIGHT 2002 CIA. 9� SHEET A203 48P1-IALT SHINGLES lx4 CEDAR WINDOW TRIM (TY1.) WOOD SIDING 0 SOUTH ELEVATION WEST ELEVATION 0 , 0 A 0 D 1 NO 3 VENTED RIDGE lx2 CEDAR TRIM lx3 CEDAR TRIM ASPHALT SHINGLES 5/4x8 CEDAR TRIM (BEHIND FASCIA) CEDAR SHINGLES 5/4x8 CEDAR TRIM 5/4X10 CEDAR FASCIA lx4 CEDAR WINDOW TRIM (TYP) 1x4 CEDAR CORNER TRIM (TYP) WOOD SIDING TIGHT LINE TO STORM DRAIN SLIEVE THROUGH CONCRETE DECK ■ KEYSTONE WALL BY OTHERS CURB BELOW BY OTHERS DRIVE c MAY j 0 ;,700? PERMIT CENTEA ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 NZ MAW RD RELLEVIA WA. Fax (425) 643 4607 Td (425) 643 11 23 74.-May, arehitectweejs-ivr-twww ■1111■11M11 2270 REGISTERED GARRY D. MOORE STAIEOFWASHINGTCA A02/18/02 ELIMINATE STAIRS AND MODIFY LANDING MNIMi■■ REVISED PERMIT SET KEY INDEX IMNIN11111=■=1•■ QUICK PARK OFF-AIRPORT PARKING FACILITY 3610 S. 15871-1 STREET TUKWILA, WASHINGTON MIM■11•111111.1=1■11011 BUILDING ELEVATIONS 1■11111■11•1111111 Dam Fa3 20¢6 SCALE DRAWN JG CONTRACT 9R0 COPYRIGHT 2002 CHIC SHEET A204 1 AutoCad Files\Park & Fly\CAD\Revised Permit Set\Office\0110-A206.dwg Wed Feb 27 OE 46,39 2002 1111•111n11•1111111111110•11111111111=111=10 F , 11W liteltititiWRIT ,IlitaltylVIVII1W 111T11111% I WiWiialtnitiitiWOMM2/10111101Wi I L ifi TYP. 1:4 g • 6 C5 2 o M a 13 m w I jr MAW IWAWLWAMMIM/11111/M 1 :WW11,1101100111,0,10111111/10111,01MVIT THESE DRAuJINGSHAvEi5EEN IN FULL SIZE AND HALF SIZE. IF THE DRAWING 'roll ARE LOOKING AT 15 arZ 24' X 35°, IT HAS BEEN REDUCED TO HALF SIZE Do NOT REFER To THE ARCHITECTURAL ScALE ON THE INDIvIDUAL'DRAWING OR DETAIL PLEASE USE APPROPRIATE GRAPHIC SCALE FOR ALL DIMENSIONS OF THE DRAWING 1 z 111 6 m m GLUE PLASTIC LAMINATE URINAL 4" RUBBER BASE O UNISEX RESTROOM SOUTH LUALL 1103 GUS PAPER TOWEL DISPENSER PLASTIC LAMINATE RUBBER BASE O 4 UNISEX RESTROOM WEST WALL X1031 1/4 1 FF. 1 1 1_ 0 11 11031 TOILET 2° LAMINATED BACKSPLASH REFRIGERATOR, BY OILNER , BOTTOM OF GWB CEILING PLASTIC LAMINATE URINAL TOILET PAPER DISPENSER RUBBER BASE O UNISEX I I /IRESTROOM EAST L 1/411 =I' -011 LAMINATED COUNTERTOP, SEE DETAIL CABINETS I 2 ( GWB LIGHT FIXTURE MIRROR PAPER TOWEL DISPENSER SOAP DISPENSER FF. -_ PLASTIC LAMINATE 8 1_ 6 " BOTTOM OF SUSPENDED CEILING 4" RUBBER BASE LUNG /E EAK ROOM 1 SOUTH{ WALL 1/4" =11_011 RUBBER BASE INSULATE EXPOSED PIPES, TYPICAL -0 °k BOTTOM OF GM CEILING GRAB BAR TO LET PAPER DISPENSER SEAT COVER DISPENSER O UNISEX RESTROOM NORTH WALL FF. 1/4 " =1•_0" DOk3(9 MAY 1 0 ?002 PFRMIT CENTER 1 DATE FEB 1002 SCAM �a DEANE JC, IW CONTRACT MO COPYRIGHT 1202 CHIS Cu INC. CaLvin Jordan Associate* Inc. ARCHITECTURE DEBAR PLANNING LANDSCAPE ARCHITECTURE L5040 to BRAM. 2 MI.= la 98007 Pax (425) 843 4607 Tel (425) 043 8223 13-111. cjet-faccom 02/1a/02 REVISE INTERIOR REVISED PERMIT SET KEY INDEX QUICK PARK OFF-AIRPORT PARKING FACILITY 3610 S. 15871-1 STREET TUKWILA, WASHINGTON INTERIOR ELEVATIONS o (REVISED) SHEET A206 11 J ►.L Qa c a ° c c _ c .. < PLACE ALTERNATING CORNER BARS AS SHCUN - • NOTES I) VERTICAL REIFF SNOIIN IS ADDITIONAL IF NORMAL REIFF IS NOT .1 PROFR92 LOCATION. 2) CORNER BARS ARE SAME SIZE I SPADING AS HORIZONTAL REPFORCHE NT. 3) SO' HOOKS MAY BE SUMMERED FOR CORERBARS - SEE NOTE 5- 4) REI FAT ALL WALL CORNERS, ENDS, AND INTERSECTIONS SHALL BE FABRICATED AND FLACED N ACCORDANCE WITH APPROPRIATE DETAIL SHORN 5) USE ACI MN 50' HOOK FOR alf3EDT'ENT LESS THAN 48 x BAR AREA PAST FACE OF WALL. b) CONCRETE WALLS SHWN. 1) WALL DETAILS SHOLLN, FOOTINU DETAILS SIMILAR 18` • - — •— ` ' --� I 22: -44• D D 4 VD r-1-1 2, MN < I /r G MAX TTP MM I50' FIOOK LAP 4S x BAR AREA HOW REIFF LAP Z4 DIA � r I UU �� HOWZ I 4 • 4�4 c c �c ', n J ml ,L 4 .4 _ 6 MIN. HULK -OUT CID FOR DOOR, SEE DETAIL BELOW 110 DOWN 6X6 10 k''° SE SECTIONS FOUNDATION. .� SI. O �pp6 W/ STEP DOWN FOUNDATION, FOR DOOR, / SEE SECTIONS 6• MM. TAIL BELOW SEE DETAIL BELOW 6" PERIMETER WALL FOUNDATION 1111114 12 SPREAD FOOTINCs 19' -a" 18` 3' -1• I 22: -44• FOUNDAT ION FLAN 48 x BAR AREA (E' MW TTPICFL ALL CORNER BARS x BAR AREA CE' MIN) TYPICAL SPLICE IA8.E55 NOTED ODN9ZIME ACI MN CLR • MAX TYFIOAL RE INFO CEMENT FLAGING LD ETA IL N.T.S. l /4 =I' -0e T0-0" D01- Vs" SA LOUT X IS SLAB THICKIE55 - II<" MN - FILL WITH MASTIC - SAWCUT MUST BE MADE WITH6N 4 TO 12 HOURS AFTER CONC HARDENS - BLADES 514AU. NOT BE BLUNT AS TO CAUSE CHIPPING OF CONC. SLAB REUF ACROSS JOINT TYPICAL CONTROL JOINT T'O'PICAL SECTIONS T S_A8 TOOLED JOINT • \ /R =T's' 2X4 SHEAR KET TYPICAL CONSTRUCTION JOINT N.T.S. i - SIDE9kWC EXTERIOR WALL M EI TYPICAL DOOR &!CK -CUT THRESHOLD RERFORP.ED SLAB Mega VAPOR BARRIER FOUNDATION EXPANSION JOT 6° EUCK -OUT en , MAY 1 0 7007 PERMIT CENTER � W W =' W � m o Tofts 0 1g k s !at O NZ W � ■ Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 EE HEL/1ED mx TrELEEPOR TA 99932 Fez (425) 543 4807 Tel (42 5) 843 2123 fame.2 2276 REGISTERED : 4;10'M MOORE STATE DFNASIMIGDNI REVISED PERMIT SET KEY INDEX QUICK PARK OFF - AIRPORT PARKING FACILITY 3610 S. 15811-1 STREET TUKWILA, WASHINGTON FOUNDATION PLAN DATE FEB 2002 SCALE Ui °•1' -0• DRANK JG CONTRACT One COPYRIGHT 2002 CHIC C1� INC. SHEET A207 ROOF FRAMING PLAN LOCATE 14EADBPS AT TOP OF WALL OR TOP OF OFENING AT CONTRACTORS OPTION INLESS OT1-ERWISE NDICATED BY ENGINEER OR ARCHITECT. FOR CONECTION OF HDR FLUSH WI TOP OF WALL E (3) STUD RU WT I TO WALL PL AFB STUDS R IW 16d A l TAPICAL 5 MP5( EACIAI WHEFE WIDTH S : -B . ELEVATION USE ' PLYWOOD W/ Rd / 7 — * EDGE 6" OL. AND 12" OL. FIELD FEARING WALL I - (2)16d TAP N.T.5_ SIMPSON FDA �WHERE ACD- 5EE PLANS. PROVIDE (3) STUDS MIN - GIRDER TRUSSES TO SUPPORT HVAC UNIT — 2x4 ®24" 0L. BETUEEN GIRDER TRUSSES D01 - 3(9 3 SECTION FOR TTPICAL INSTALLATION EMBEDDED ANCFIOR N.T.5_ EPDXY OPTION ROOF OVERHAN MAY 0 200? AERLA TEa i Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 75049 NB SBd>2I )3/ 101123101K, WA 93007 Yss (425) 543 4607 Tel (425) 643 3173 PIRA e..LAA R -IDe_eo@ / 02/18/02 REVISE 14VAC IIE:IGH4T AND 517E REVISED PERMIT SET KEY INDEX QUICK PARK OFF- AIRPORT PARKING FACILITY 3610 5. 158774 STREET TUKWILA, WASHINGTON ROOF FRAMING PLAN DATE TES 2002 SCAM DRAIN JC Manor 010 COPYRIGHT 2602 CNA CIA MC. SHEET A208 ed Feb 27 OMB: I i 19! COL UW (U FWD E - SEE 2 617E OF iOD - LAM R'OC I A35 AT I(2)16d -- MAILS i sYP I - E �m (F� J N LL's R44 a a , _ 2 �.t I COL )PEKING ROOF FRAMING PLAN LOCATE 14EADBPS AT TOP OF WALL OR TOP OF OFENING AT CONTRACTORS OPTION INLESS OT1-ERWISE NDICATED BY ENGINEER OR ARCHITECT. FOR CONECTION OF HDR FLUSH WI TOP OF WALL E (3) STUD RU WT I TO WALL PL AFB STUDS R IW 16d A l TAPICAL 5 MP5( EACIAI WHEFE WIDTH S : -B . ELEVATION USE ' PLYWOOD W/ Rd / 7 — * EDGE 6" OL. AND 12" OL. FIELD FEARING WALL I - (2)16d TAP N.T.5_ SIMPSON FDA �WHERE ACD- 5EE PLANS. PROVIDE (3) STUDS MIN - GIRDER TRUSSES TO SUPPORT HVAC UNIT — 2x4 ®24" 0L. BETUEEN GIRDER TRUSSES D01 - 3(9 3 SECTION FOR TTPICAL INSTALLATION EMBEDDED ANCFIOR N.T.5_ EPDXY OPTION ROOF OVERHAN MAY 0 200? AERLA TEa i Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 75049 NB SBd>2I )3/ 101123101K, WA 93007 Yss (425) 543 4607 Tel (425) 643 3173 PIRA e..LAA R -IDe_eo@ / 02/18/02 REVISE 14VAC IIE:IGH4T AND 517E REVISED PERMIT SET KEY INDEX QUICK PARK OFF- AIRPORT PARKING FACILITY 3610 5. 158774 STREET TUKWILA, WASHINGTON ROOF FRAMING PLAN DATE TES 2002 SCAM DRAIN JC Manor 010 COPYRIGHT 2602 CNA CIA MC. SHEET A208 ed Feb 27 OMB: KEYED NOTES THIS SHEET AIR DEVICE SCHEDULE: O 12X12 OUTSIDE AIR DUCT THROUGH ROOF TO ROOF TOP AIR INTAKE HOOD: GREE -ECK •F-U THROAT AREA 100 THROAT SIZE I2X12. STATIC PRESSURE DROP 03 s 400 CFM O 12" O EXHAUST DUCT THROUGH ROOF TO A GOOSENECK FITTNG. O REFRIGERANT PIPING TIGHT ON WALL UP INTO ATTIC SPACE TO THE AIR HANDLER PROVIDE INSULATION AS REQUIRED PER ENERGY CODE. SIZE PIPING FER 414 UNIT MANUFACTURERS INSTRUCTIONS. DD 1: MODEL DP DIRECTIONAL DIFRISERS, BY A4EMOSTAT, OR EQUAL. 0-2: MODEL OF DIRECTIONAL DIFPLI RS, BY AHEMIOSTAT, OR EQUAL R -I: MODEL GC50L FOR LAY -N CEILING, BY Ai- IETIOSTAT, OR EQUAL. EXHAUST FAN SCHEDULE= EF -I: DIRECT DRIVE (CEILING MOUNTED E( LAI TO GREENHECK 5P, INLINE EQUAL TO GREENI4ECK (SPJ 5•� 8 ' CIS I=IVAC FLAN R - I 24:24 IN-LINE 200 CR1 • 025" S.P. IA ° = 1,OD O 9x9 120 AH -L- SPLIT SYSTEM HEAT PUMP SCHEDULE: CDU -I: CONDENSING. UNIT TRANE MODEL TUR030C100A 200/230 VOLTS, 1 PHASE, LRA: 19 AMPS AIR HANDLING UNIT: TRANE MODEL YCCO30 IL SEER 10.00, COP 300 RATED COOLINCx 29200 BMW RATED HEATING: 32,000 B1tIN D -1 9x9 I60 � 1" CO CONCRETE PAD FOR CONDENSER UNIT GENERAL NOTES THIS SI - IEET: A. LINE SUPPLY t RETURN AIR DUCT MAINS WITH I" DUCT LINER INSULATION. BRANCHES TO DIFFUSERS SHALL BE WRAPPED UNLESS EXPOSED. B. PROVIDE INSULATION ON ALL DUCT WORK AS REQUIRED BY THIS DRAWING t AS FER ENERGY CODE. C CONDITIONS SHORN ON TI-E PLANS RELATIVE TO THE WORK TO BE ARE BASED ON TIE BEST IN FOR'1ATIO N AVAILABLE BUT ARE SUBJECT TO VERIFICATION. V3'RiFY LOCATIONS AND ELEVATIONS CF UTILITES CORRECT DEFICIENCIES CAUSED BY FAILURE TO PERFORM SUCH VERIFICATIONS AT NO EXPENSE TO OWNER IMMEDIATELY NOTIFY ENGINEER OF CONDITIONS IN CONFLICT WITH THE PLANS_ D. COORDINATE INSTALLATION OF DUCRUORK EQUIPMENT, ETC WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS PRIOR TO INSTALLATION. E. PROVIDE CEILING ACCESS PANELS FOR ALL DUCT DAMPERS OR CONCEALED VOLUME DAMPER REGULATORS LOCATED ABOVE INACCESSIBLE CEILING SYSTEMS. F_ PROVIDE INSULATION ON ALL DUCT 5"STEMS AS PER THE LATEST EDITION OF THE UBL_ AND THE NONRESIDENTIAL ENERGY CODE. PROVIDE MINIMLA1 R -33 DUCT INSULATION ON ALL SUPPLY AND RETURN DUCTS WITHN THE CONDITIONED SPACE- NSULATION NOT REOLIRED FOR RELIEF OR EXHAUST DUCTS_ G. MECHANICAL CONTRACTOR TO PROVIDE ALL DUCTWORK TRANSITIONS AS REQUIRED. H. PROVIDE MECHANICAL EQUIPMENT, DUCTWORK AND MATERIALS IN ACCORDANCE WITH APPLICABLE CODES, .REGULATIONS, STANDARDS, AUTHORITY HAYING JURISDICTION'S REQUIREMENTS AND AS OTHERWISE RECOMMENDED OR DIRECTED BY MANUFACTURERS. VERIFY SERVICE ACCESS TO ALL EQUIPMENT AND PROVIDE CLEARANCES AS DIRECTED. BY MANUFACTURERS. L INSTALL THERMOSTATS AT 4' -0" AFF_ PER ADA REQUIREMENTS UNLESS OTHERWISE NOTED ON DRAWINGS. J. SEE ELECTRICAL SHEET ES FOR CLEARANCES TO METERS AND PANELS WITH CDU -L' RECEIVED CITY OF TUK`MLA MAY 1 0 2002. PERMIT CENTER 1 Calvin Jordan Associates, Inc. ARCHITECTURE URBAN FLANNIKG LANDSCAPE ARCHITECTURE 15040 MR BER/BRIA 1021 ID37EV08 RA 99067 For (425} E43 sear T t (4zh 943 3123 13 arch210.4114A 2270 REGISIEREO LT GARRY D. MOORE 500E CfWOMEN 02/I4/02 REVISE INTERIOR REVISED PERMIT SET KEY INDEX QUICK PARK OFF- AIRPORT PARKING FACILITY 3610 S. 158T11 STREET TUKWILA, WASHINGTON HVAC PLAN o (REVISED) OATS FEB 2002 RCUa b °•r -o° DRAIN JG CONTRACT Om COMMIT 2002 CU. INC. SHEET A209 DOOR SCHEDULE OFFICE I O MARK DOOR WALL FRAME HDWE GROUP COMMENTS / REMARKS SIZE THK. MATERIAL TYPE CLOSER FIRE RATING GLAZING GROUP MATERIAL MAT. THE. DETAIL TYPE 101 3 1 WOOD A - - YES EXT. HM. 1 6/102 A A 4' - 0" 102 3 1 ° P4" WOOD A - - YES EXT. HM 1 6/102 A A 103 3 P4" WOOD 5 - - NO NT. HM. AN 8/102 A C 104 3 ° 1 ° P4" WOOD A - - TES INT. HM. 54" 8/102 A 5 I - 10" 105 3 1 ° 1 WOOD A - - YES NT. OM. 5 8!102 A B 1 105 3 P4" WOOD A - - YES INT. HM. 5 8/102 A B 101 3 1 1 WOOD B - - NO INT_ I-U1 5 8/102 A 5 105 2 ° 6 e R4" WOOD C - - NO INT. HM_ 5 8/102 B E (2) BI -FOLD MAINTENANCE 110 3 14" METAL D - - NO EXT. -IRE 5'4" 5/101 A A ill 12 ° I0 ° - STEEL E - - NO EXT. STEEL 5 1/101 - - OVERHEAD GARAGE DOI 112 11 . 10 . - STEEL F - - NO = . STEEL 5 1/101 - - OVERHEAD GARAGE DOI I PAY BOOTH 113 3 IN WOOD A - - TES EXT. HM. 1 6/102 A A WINDOW SCHEDULE OFFICE I 0 MARK WINDOW SIZE (R.O. / M.o.) WINDOW GLAZING COMMENTS / REMARKS WIDTH HEIGTH 'OPERATION FRAME DETAIL GLASS THICKNESS A 5' - 0" 4' - 0" FIXED /ARK VINYL - INSUL. V B 5' - 0" 4' - 0" FDEED /AWN VINYL - INSUL. I" C 6' - 0" 4' - 0" FIXED /ALLN. VINYL - NSUL. P D 2' - 0" 4' - 0" FIXED VINYL - INSUL I" PAY BOOTH E I - 10" 4' - 0" .FIXED VINYL - R•SI.IL. I" F 1' - 8" 4' - 0" FIXED VINYL - INSUL. 1 G 4' - 0" 4' - 0" HZ SLIDER VNYL - INSUL. I" OPEN SIDE ON NORTH END, BOTH WINDOWS H J 2' - 10" 4' - 0" FIXED VINYL - INSUL I" KEY: HM. HOLLOW METAL G.WB. GYPSUM WALLBOARD N/A NOT APPLICABLE RD. ROUGH OPENING EXT. EXTERIOR INT. INTERIOR Door /I- lardware Notes L WOOD DOORS TO BE STAINED ARE PLAN SLICED PREMIUM GRADE EPERER READY TO FINISH. 2. WOOD DOORS TO BE PAINTED ARE PAINT GRADE DOORS READY TO FINISH. 3. ALL EXIT DOORS ARE TO BE OPENABLE FROM THE INSIDE WIT1 -TOUT TFL USE OF A KEY OR SPECIAL KNOWLEDGE. 4. MAXIMUM EFFORT REQUIRED TO OPEN ANY DOOR SHALL NOT EXCEED A FIFTEEN POUND PRESSURE. DOORS ON AN ACCESSIBLE ROUTE OF TRAVEL SHALL NOT EXCEED A FIVE POUND OPENING PRESSURE. DOOR TYPES: 3' -0" NOTES: L CONTRACTOR TO VERIFY ALL ROUGH OPENINGS PRIOR TO CONSTRUCTION, FABRICATION OR INSTALLATION OF FRAME'S AND DOORS. 2. DETAILS ONCE TYPICAL RETALIATION- CONTRACTOR TO FIELD VERIFY. O O DOOi2 FRAME TYPES: 3 . -4 " 4. -4" 3' -0" WIND TYPES: 11' -0" 2' -0" 5' -0 2'-0' 2' -10" D01 -3(03 4' -0" MAY 1 p 2000 RERMH CENTER I ■ Calvin Jordan Associate* Inc. AECH ITECTITRE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 1E B& ) !O aP7rvenP. TA 89007 1e: (425) 843 48177 Tel 1 843 ffi23 K-SEE mcT --SI V1 GARRY D. MOORE STATE OFMASNDM8 IA 02115102 REVISE OPERATION Z AND ADDED WINDOWS, RE- SIZED" ADDED AND RENUMBERED DOORS REVISED PERMIT SET KEY INDEX QUICK PARK OFF- AIRPORT PARKING FACILITY 3610 S. 158TH STREET TUKWILA WASHINGTON WINDOW & DOOR SCHD. A (REVISED) DATE PEES 2002 SCALE DRAW X CONTR.. 011® COPYRIGHT 2002 CRS . CtA ING SHEET A601 60' aa ALL WAYS BROOM FINISH 7 I I ., ■ 1 CP ° .8 - u (7, 3 0 00oqcf ... al a ■S 0 111F1111E11 1E11E11E11E111E11 _11E_IIFIIL=_IIEllE7-.1 11E111E11E-111E-111-_=.:11 EnEramik 11E11E111_111-L-11-1L-= .1' 11 1-=-11111-111=111=111=111=111=111=111– 1 11E111=111111-E-111 1 111 111E111=111_=111E111=111 1=1 – 111E-E-111E-10_111-= - 111=E111-1 - 111_=_1111 1_ Ell1== Elll 111_ IEE111E111E-111'= \____ 4• CONCRETE SLAB, SEE STRICTURAL SHEET FOR REIWORCIESNT 4° • CRUSHED ROCK BASE REGRADE - COMPACTED TO SE% OF MAXE1I1 DRY DENSITY UPPER LAND METAL DECK STAIR LANDING ETAIL ETAIL CORNER TRIM GALE END RIM DETAIL TYPICAL DLXN-RLN S CONECTION AT LANDING CEDAR SHINGLES FLASI-ING 5/4 x W CEDAR TPJ11 WOOD SIDSS N," GLIB GA. 1 /2" PLYWOOD POURED CONCRETE TREAD 1 "=1 A DE-ST-0 3". V-0" DE-WA-05 0 Iv TOP GUARDRAIL 2" DIAMETER. vERTICAL PICKETS DIAMETER, TOP HANDRAIL AND ALL OTHER STRANDS 55 DIAMETER STAIR • ETAL CONTROL JO INT YPICAL LARGEID E-WA-04 STAIR DETAIL 1 -2 , RADIUS TOOLED EDGES *57 4VI=7 F_IF= ll'.,-iii..im111111111=111=111=1 NOTE %PROVIDE EXPANSION JOINTS IS'-o o. 4 CONTROL JOINTS * -O SALUCUT OR JOINT EV JOINT FILLER AND SEALANT * E2G.0sED AREAS 4" cONC WALK, SLOPE PER PLAN, STIFF BROOM FINISH FINISHED GRADE TOP OF CRUSHED ROCK BASE DE- - M•1-! ,, 3 3/5" l'-0" DE-ST-04 R-B BAIT INSULATION SHEATHING GOOD SEDNG PLASM% REOLURED MEN EXTERIOR GRADE IS LESS THAN 3 EXPABION JOINT CONCWTE SLAB 2 BASE DOuNSPoUT TIGHT TO STORM DRAB FILTER FABRIC allm U,200' TOP oF PNSHED R.00R 2- .4 BARS CONT. HOW. ke x to. AB. 4 OD AND U FROM ENDS 2x6 PT. SILL CAULK 4• CONCRETE SLAB ON GRADE W/ 6x6 I0/10 UMF r PJGID INSULATION ME_ vAFOR BARRIER C.,RANILAR FILL CONCRETE FOJNDATIoN AND FOOTING WITH NO 4 BARE! DONE N WALL FERFaZATIED FOOT DRAM CONNECT TO STORM CRAIN 0 I OUNDATION WA 3412.11_0n DE-FM-05 TYP_ CONCRETE rITY1=). EXPANSION ALKWAY DE -I-�2 JOINT DE-51-01 ETAIL TOOLED EDGES, RADIUS, CONTINUOUS EACH EDGE 1=111=111=111=111E111 i• tux. 4• CRUSHED ROCK BASE FREMOLDED EXPANSION JONT, FILL TOP OF JOINT WITH RAVING JOINT SEALANT CONCRETE SIDEWALK SEE STRUCTURAL SHEET FOR WIT-ORCENDIT SUBGRADE - COMPACTED TO S5% OF MAXIMUM DRY DENSITY TOP GE FINISHED azADE / PE 1.4 TRIM, GIST END. TYPICAL / LI Y 1.4 MRS CORERS, TYPICAL cAnn. MAY 1 o no PERMIT CENTER 0 2002 ENTEp _152. W I N D O W TRIM INISI=1 DETAIL a 1 2 zIE WiE 92 e3 )94 LIIIT NTS 11; / 11 Fr_ el 6 2i Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITEcTETEE 15049 NE IMMO Ni BELLEW], lel 913007 Fox (425) 643 4807 Tel (425) 643 3123 13-16. orchDeeN1114,ine_cosa 02/68/02 ELIMINATE STAIRS ■1111111111=■••■ QUICK PARK OFF•AIRPORT PARKING FACILITY 3610 5.158TH STREET TUKWILA WASHINGTON DATE FEB 2002 SCAIE DRAW .1111 CONTRACT ODD COPYRIGHT 2002 CJA. RTC. II 2270 I RE !STEREO GARRY D. MOORE STATE OF INASANGTON REVISED PERMIT SET KEY INDEX DETAILS SHEET A701 i _, DOOR LEAF / — METAL THRESHOLD, INTERIOR PF]MKO 2005D5 / TYPICAL SPLAY BRACING DETAIL SUSPENDED CEILING SYSTEM PREFABRICATED tea-. P �s GUS, SEISMIC -1-1 WIRE € R -30 INSULATION LEAVE 1° MN CLEAR SOLID BLOCKING WITH VENT HOLES , TYP. FRE- FABRICATED LOCKING PIN \ w.� ...V.1 • I /� �' SPLAY BRACE IW RE NOT T ' O i b §i!'' PLYWOOD ROOF SHEATHNG //, ;, • MAX CROSS OR RVTBN£R LE7JC / UNDERLAYMENT / 040,a• _ + �� J� \ \ \ \\ i �. " 1 5,, TRUSSES 0 24° O.C. ASPHALT SHINGLE ' ' `_1, ; % SIMPSON ANCHOR MAIN RIMIER MAIN RUNNER —J —CROSS RUNNER ACOUSTICAL PANEL CUNT- NORIZ. STRUT TO PREVENT SPREADING G OF RUNNERS LOGGING CLIP TO FASTEN GROSS RUNNER TO MAIN RIUP SUSPENDED CL DETAIL AT WALL FLASH ii METAL GU17ER. 2x10 FASCIA 2xb TAIL d ? ,�- / I )4x8 TRIM 2'_p• — s 1 ` X S DB (VW ELATE �_" GUB 12 WALL AU E f ... �•ax- ��!!�'•s: 0' -0` / � %) iblib / %NC) /// �1 0 a , TD. CONCRETE c SLAB e a a a � SET N MASTIC SEALANT \ NO. 10 x IyD" FFBI15, PHILLIPS (FACTORY FRONDED) 1 U • EXPANNSICi4 JOINT / ~ _ R BAIT SPLICES AND INTERSECTICTI ONS OF RUNNERS SHALL BE HANGER WIRE ALLOW. TENSION ATTACHED WIT}7 MECHANICAL 0 12 RD" INTERLOCKING CONNECTORS SUCH AS POP RIVETS, 2250 SCREWS, PM, PLATES ' 10 300' WITH BENT TABS, OR OT44ER APPROVED CONNECTORS. DESIGN CONNECTORS FOR 2X DESIGN LOAD OR ULTIMATE AXIAL TENSION OR COMPRESSION (MINIMUM! b0 POUNDS). ' -19 INSULATION 1 /2' - Ys ":^ . >:. -� ., s+'� " ._ .,. ,., ►�I SHEATHING O VERT -TANG I STUD f WOOD STUD LUA WOOD SIDNG O TIRES =4OLD DET4FL BATT INSULATION 51 STUD V GIB SEALANT WNDOW JAMB CAULK NAIL -ON FN 1x4 TRIM 1 16 " SHEATHING TYPICAL SILL/ �� a EADER DERAIL HALF TYPICAL DE -DR -04 4 CEILING GRID Vi GLASS U AT SHIM ENTIRE WIDTH OF SILL 1 L CAULK 54 TRIM I5' %BATWING A WINDOW SILL I.1 SEALANT WOOD SIDING `i'e' PLYWOOD ROOF SINEATHNG 2x4 a 24' OL. JOIST HANGERS HVAC UNIT 4' -0" 3 " =1' -0" SUPPORT AT DE -U N l4 -15 vAC UNIT CW f DE -CL -02 OCE IL INS SEALANT 4,' GRUB NAIL -ON FN TIC 3 " =1' -0" TYPICAL SILL/ 3 " =1' =r -0" lO JAM,B DETAIL DE -WN -02 e E, DEIR DETAIL DE-UN-01 �I EAD (TIMELY) DE -DR -08 GIRDER TRUSSES 2x4 a S O.G. U) Di' PLYWOOD JOIST HANGERS 3 " =1' -0" DE -CL -01 3 j4 ".1 OCOUNTEfRTOF 1 " =1' -0" DE- 11114-01 LOUDER C45INETS DE -CA -13 WHORL RILL WIDTH STUDS TO MATCH WALL STUDS AT TOP AND BOTTOM OF OFE NBJ4 FROVIDE (2) TODIAILS EA arc. - TYPICAL NOTE SEE MEET 5202 FOR TYPICAL BEARS* WALL ELEVATION. VENTED RIDGE ETA IL ULTIPLE LUINDO,U RAM ING DETAIL METAL EULLNOSE TRIM 5' -0" AFF. TOP OF LAMINATED WAINSCOT, SEE FINISH SCHEDULE LAMINATED WAINSCOT 5 4," GEE 3 STUD WALL DOMINATED WAINSCOT 3 4"' 1 DE-1F -02 N.T.S. DE -FR -0I ROOF EAVE JAMB /IEAD DE -RF -0I TRUSS OR BLOCKING CEILSIA GRID ANGULAR TRIM SEE REFLECTED CEILING FLANS ALSO ACOUSTICAL TILE GUS 3 n 11'1 1y N LL J 0 a Z 2 Q O Z w (i 22 g Q. O i QM I F. 0 sd XTERIOR DOOR 3 " =I' DE -DR -06 oN Va w as o� sQ MA T 0 .1 N Q a N � LL 0 ID N O uu Z N er 3"=1 -0 2 DE -WA -02 111, HALF DE-WA-03 cy -FICAL TERIOR WALL Calvin Jordan Associate* Inc. ARCHITECTURE URBAN PLANNERS LANDSCAPE ARCHITECTURE 15040 NS WPM ED USURVUP TA WW1 Fax (425) 843� 4607 �7d (415 043 3123 P ISK o.-uuww-y - SI 02116/02 ADD DETAIL UN -I5 REVISED PERMIT SET KEY INDEX QUICK PARK OFF-AIRPORT PARKING FACILITY 3610 S 15811-I STREET 11JKWILA, WASHINGTON DATE FED 2002 SCALE AD 8H2.111 OMAN JG. NI CONTRACT 020 COPMEHT 20102 CBE CD. INC. DETAILS SHEET A702 ct et • SPECIAL PURPOSE RECEPTACLE, RATING AS Q PUSHBUTTON BUZZER BELL $3 $4 $K $M C WIRING DEVICE LEGEND DUPLEX RECEPTACLE: 125V, 20A, 18" A.F.F 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. RECESSED FLOOR DUPLEX RECEPTACLE RECESSED FLOOR DOUBLE DUPLEX RECEPTACLE POWER TYPE PLUG STRIP, LENGTH APPROXIMATELY AS SHOWN POWER /TELECOM TYPE PLUG STRIP, LENGTH APPROXIMATELY AS SHOWN SINGLE POLE SWITCH DUAL LEVEL SWITCH THREE WAY SWITCH FOUR WAY SWITCH DIMMER SWITCH KEY OPERATED SWITCH MOMENTARY CONTACT SWITCH PILOT LIGHT SWITCH $T SPRING WOUND TIMER SWITCH • PHOTOCELL OCCUPANCY SENSOR, CEILING MOUNTED OCCUPANCY SENSOR, WALL MOUNTED OCCUPANCY SENSOR AND OVERRIDE SWITCH COMMUNICATIONS LEGEND U.O.N. INDICATED WALL MOUNTED TELEPHONE OUTLET 18" A.F.F. U.O.N., STUB 3/4" C.O. INTO ACCESSIBLE CEIUNG SPACE WALL MOUNTED DATA OUTLET 18" A.F.F. U.O.N., STUB 3/4" C.O. INTO ACCESSIBLE CEIUNG SPACE As, WALL MOUNTED COMBINATION TELEPHONE /DATA DUPLEX OUTLET, 18" A.F.F. U.O.N., STUB 1" C.O. INTO ACCESSIBLE CEILING SPACE I. )� TELEVISION CIRCUIT WALL OUTLET STUB 3/4" C.O. ELI INTO ACCESSIBLE CEILING SPACE QT THERMOSTAT OUTLET - BACK BOX ONLY. COORD WITH DIV_ 15 WALL MOUNTED CLOCK CEILING MOUNTED SPEAKER WALL MOUNTED SPEAKER /CLOCK COMBINATION RECESSED TELEPHONE AND DATA FLOOR BOX, RUN CONDUIT UNDER FLOOR AND STUB 3/4" C.O. INTO ACCESSIBLE CEILING SPACE I - T T T REVENUE SYSTEM WALL BOX, 18" A.F.F., U.O.N. PROVIDE FLUSH 6 "46" 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. 1-11 XX SS J -BOX FOR SECURITY SYSTEM DEVICE (PROVIDED BY OTHERS), SEE XX SCHEMATIC DIAGRAM SHEET E10. XX DENOTES DEVICE 1_D_ CP COURTESY PHONE BY OTHERS. SEE SHEET E10 FOR COURTESY PHONE RISER DIAGRAM. FIRE ALARM LEGEND a F FIRE ALARM COMBINATION STROBE /HORN, CANDELA AS NOTED 100 (15/75 MIN. IF NOT SHOWN) 5:100 FIRE ALARM WALL MOUNTED STROBE, CANDELA AS NOTED (15/75 MIN. IF NOT SHOWN) El FIRE ALARM PULL SWITCH • FIRE ALARM THERMAL DETECTOR II FIRE ALARM SMOKE SENSOR ABBREVIATIONS AFF AIC ATS BP C. CB CCTV CO COMM CPLC DP FAAP FACP FATC F.C.1.0. F.O.I.C. G GFI GFP GND CRS HTR If IG J -BOX OR JB LCP LTG MCA MCC MDP MLO MOP MTD MTS NIC N.T.S. OC OD OH PIV PNL RECEPT SB, SWBD SD SG SW TEL TJB TYP TVSS U.O.N. UG VD VFD WCR WP XFMR 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 AMPACTTY 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 SWFFCHGEAR 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 FUSE, RATING AND TYPE AS INDICATED SWITCH, NUMBER OF POLES AND RATING AS INDICATED TRANSFORMER, SIZE AS INDICATED. PRIMARY, SECONDARY AND GROUND CONDUCTOR SIZES AS INDICATED ON TRANSFORMER SCHEDULE AUTOMATIC TRANSFER SWITCH 'V ELECTRIC MOTOR $M MOTOR RATED SWITCH WITH THERMAL OVERLOAD PROTECTION I--U DISCONNECT SWITCH WITHOUT FUSE Deo SIZE AS INDICATED_ DISCONNECT SWITCH WITH FUSE(S). SIZES AS INDICATED. COMBINATION STARTER WITH SWITCH, FUSE(S), CONTACTOR AND THERMAL OVERLOAD PROTECTION. SIZES -AS. INDICATED. JUNCTION BOX, CEILING MOUNTED JUNCTION BOX, WALL MOUNTED JUNCTION BOX, FLOOR BOX CONDUIT CONCEALED IN WALLS OR CEILING CONDUIT UNDER FLOOR, IN FLOOR SLAB, OR UNDERGROUND SEE DETAIL 1, SHEET E6 — R— CONDUIT TO BE REMOVED — E— CONDUIT EXISTING TO REMAIN — SD— STORM DRAIN PIPE -X - -X- SECURITY SYSTEM WIRE, SECURED TO FENCE a —0 CONDUIT LIP CONDUIT DOWN - CONDUIT CAPPED SHUNT TRIP PUSHBUTTON OR KEY - SWITCH TRANSFORMER �sr FLUSH MOUNTED PANELBOARD SURFACE MOUNTED PANELBOARD TERMINAL CABINET ® DISTRIBUTION PANELBOARD /SWITCHBOARD /MCC KILOWATT -HOUR DEMAND METER (DIAGRAM SYMBOL) 8 KILOWATT -HOUR DEMAND METER (PLAN SYMBOL) GROUNDING ELECTRODE; SIZE, TYPE AND INSTALLATION PER NEC 250 SEE DETAIL 3, SHEET E6 DOt-3 WIRING DEVICE SUBSCRIPT LEGEND C eEGFI PIEIG CZWP IG $a ABOVE COUNTER, +6" ABOVE BACKSPLASH C = CEILING MOUNTED GFI = GROUND FAULT CIRCUIT INTERRUPTER = ISOLATED GROUND WP = WEATHERPROOF a = LOWER CASE LETTER INDICATES SWITCH CONTROL 6 NUMBER INDICATES CIRCUIT NUMBER IG = ISOLATED GROUND (ONE OF DOUBLE DUPLEX) a LOWER CASE LETTER. INDICATES SWITCH CONTROL GENERAL LEGEND 300G ) CIRCUIT RATING, SEE WIRING SCHEDULE 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 1 0 F1(PB1 -2a) LIGHTING FIXTURE, TYPICAL "Fl" INDICATES TYPE PER FIXTURE. SCHEDULE. "PB1" INDICATES POWER SOURCE. "2" INDICATES CIRCUIT NUMBER. "a" INDICATES SWITCHING. RECEPTACLE, TYPICAL "PB1" INDICATES POWER SOURCE. PB "4" INDICATES CIRCUIT NUMBER. / , EQUIPMENT OR HOMERUN, TYPICAL "PB1" INDICATES POWER SOURCE. PB1 -6 ° 6" INDICATES CIRCUIT NUMBER. DRAWING LIST E -0 E -1 SYMBOLS AND ABBREVIATIONS SCHEDULES E -2 I SITE PLAN E -3 E -4 E -10 ONE LINE DIAGRAM & PANEL SCHEDULES POWER, LIGHTING, & SPECIAL SYSTEMS PLANS - OFFICE E -5 POWER, LIGHTING, & SPECIAL SYSTEMS PLANS - MAINTENANCE E -6 DETAILS E -7 Iv POWER, LIGHTING, & SPECIAL SYSTEM PLANS — CANOPY v � E -8 SERVICE ENTRANCE DETAILS E -9 I REVENUE SYSTEM DETAILS SECURITY SYSTEM DETAILS 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_ UGHTING FIXTURES SHOWN ON DRAWINGS FOR QUANTITY AND CIRCUITING ONLY. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND CEILING TYPES. 4. ALL FEEDERS AND BRANCH CIRCUITS SHALL CONTAIN AN EQUIPMENT GROUND CONDUCTOR SIZED PER NEC TABLE 250 -122. 5. ALL SINGLE PHASE LOADS SHALL BE SERVED BY A DEDICATED NEUTRAL (I.E. EACH SINGLE PHASE CIRCUIT SHALL CONTAIN A SEPARATE NEUTRAL). 6_ ALL BRANCH CIRCUITS SHALL BE 3/4 "C. 2 #12, 112G 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 AMPACITTES SHALL BE TAKEN FROM THE 60 COLUMN OF NEC TABLE 310 -16. ALL EQUIPMENT SHOWN IN BOLD IS TO BE PROVIDED AND INSTALLED BY CONTRACTOR UNLESS OTHERWISE NOTED. 8. ALL EMPTY CONDUITS SHALL BE CAPPED AND PROVIDED WITH 100-LB WEIGHT PULL STRING. LABEL CONDUIT CAPS WITH PERMANENT MARKER. FLAG NOTES SEE SECURITY SYSTEM DETAIL 1, SHEET ET 0. PROVIDE A COMPLETE FIRE ALARM SYSTEM (ALL MATERIALS AND LABOR) MEETING ALL APPUCABLE REQUIREMENTS OF THE CITY OF TUKWILA. CONTRACTOR TO PROVIDE COMPLETE PHONE /DATA SYSTEM FROM OUTLET TO TTB. PROVIDE POLES WITH FACTORY CUT HOLES TO ALLOW SECURITY CAMERA POWER AND COMMUNICATION CONDUCTORS TO EXIT THE POLE. RECENED CITY pc TUKWIL A MAY 1 0 2002 PERMIT CENTER CONSTRUCTION DOCUMENT EXPIRES 4/13/02 i Calvin Jordan Associate* Inc. ARCHITECTURE 'URBAN PLANNING LANDSCAPE ARCHITECTURE NE BEWREDWI ffiCFawZ. WA 98007 Fax (425) B43 4IWS Tel (425) 843 5023 0-1/a. archajaGeoLcous CASNE ENGINEERING, INC. 355 11810 AVE SE; SUITE WO BEILE1VE WA 98005 (425) 454 -3555 A MD W OF EEI5 El—E70 DATE 3/01/02 SCALE WA DRAWN AM, CONTRACT 0111 -016 comic. 2001 CH% NAT GSA, NF KEY INDEX QUIK PARK OFF — AIRPORT PARKING FACILITY S 160th & OLD MILITARY RD. TUKWILA, WASHINGTON SYMBOLS 8c B, 3REVIATIONS SHEET EO LIGHTING FIXTURE SCHEDULE SYMBOL TYPE DESCRIPTION LAMP FIXTU WATTAGG E E MANUFACTURER (OR EQUAL) MOUNTING NOTES VCLTAOF 0 F1 RECESSED 2X4 FLUORESCENT FIXTURE WITH LA ACRYLIC LENS, ELECTRONIC BALLAST & T8 LAMPS (3) 32W T8 SPX35 89 LITHONIA 2SPG- 332- FW -Al2- 120 -GEB (EL) RECESSED • INDICATES FIXTURE WITH BATTERY PACK (EL) 120 0 F2 ROUND RECESSED DOWNUGHT WITH COMPACT FLUORESCENT LAMP (i) 26W CFL 30 LITHONIA LP6F- 26DDT- 120 -HPF RECESSED 120 F3 2 -FT. WALL- MOUNTED VANITY LUMINAIRE, WITH ELECTRONIC BALLAST & T8 LAMPS (2) 20W 520 44 LITHONIA WP- 220 -DO -120 -GEB WALL VERIFY MOUNTING HEIGHT 120 F4 4 -FT, 2 LAMP LOW PROFILE WRAPAROUND FLUORESCENT FIXTURE WITH ELECTRONIC BALLAST & T8 LAMPS (2) 32W T8 SPX35 64 LITHONIA LB- 232 - 120 -GEB (EL) SURFACE ® INDICATES FIXTURE WITH BATTERY PACK (EL) 120 lO I FO F5 EXTERIOR H.I.D. WALL PACK 1 -50W 65 LITHONIA TWA -50- 120 -DF- CRT -DBL WALL 120 I 0 1 F6 48" LONG 2 LAMP INDUSTRIAL FLUORESCENT FIXTURE WITH 8% UPLIGHT AND ELECTRONIC BALLAST (2) 38W 72 LITHONIA LA -248- 120 -GEB SURFACE 120 ;0' 0 : C F7 METAL HALIDE PARKING LOT LIGHT (1) 350W 400 LITHONIA #KVF350M- SYMFL- 240 -SPO9- SCWA -DBB, EQUAL OR POLE O PULSE START, TYPE V. DISTRIBUTION, FLAT LENS, 2 FIXTURES PER 39' POLE 240 - - - - - - - - - - - D> - I -O- F9 F10 METAL HALIDE CANOPY LIGHT PORCELAIN LAMP SOCKET WITH PULL CHAIN (1) 175W (1) 60W 200 60 KIM LIGHTING WD14D3/175MH120/DB -P - - - LITHONIA VR3C -100M- 120- QRS -LP1 - WALL - - - - SURFACE TYPE III DISTRIBUTION, FORWARD THROW INDICATED BY ARROW DIRECTION - - - - - - - 120 PULL CHAIN , tir �.s 120 ct et • SPECIAL PURPOSE RECEPTACLE, RATING AS Q PUSHBUTTON BUZZER BELL $3 $4 $K $M C WIRING DEVICE LEGEND DUPLEX RECEPTACLE: 125V, 20A, 18" A.F.F 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. RECESSED FLOOR DUPLEX RECEPTACLE RECESSED FLOOR DOUBLE DUPLEX RECEPTACLE POWER TYPE PLUG STRIP, LENGTH APPROXIMATELY AS SHOWN POWER /TELECOM TYPE PLUG STRIP, LENGTH APPROXIMATELY AS SHOWN SINGLE POLE SWITCH DUAL LEVEL SWITCH THREE WAY SWITCH FOUR WAY SWITCH DIMMER SWITCH KEY OPERATED SWITCH MOMENTARY CONTACT SWITCH PILOT LIGHT SWITCH $T SPRING WOUND TIMER SWITCH • PHOTOCELL OCCUPANCY SENSOR, CEILING MOUNTED OCCUPANCY SENSOR, WALL MOUNTED OCCUPANCY SENSOR AND OVERRIDE SWITCH COMMUNICATIONS LEGEND U.O.N. INDICATED WALL MOUNTED TELEPHONE OUTLET 18" A.F.F. U.O.N., STUB 3/4" C.O. INTO ACCESSIBLE CEIUNG SPACE WALL MOUNTED DATA OUTLET 18" A.F.F. U.O.N., STUB 3/4" C.O. INTO ACCESSIBLE CEIUNG SPACE As, WALL MOUNTED COMBINATION TELEPHONE /DATA DUPLEX OUTLET, 18" A.F.F. U.O.N., STUB 1" C.O. INTO ACCESSIBLE CEILING SPACE I. )� TELEVISION CIRCUIT WALL OUTLET STUB 3/4" C.O. ELI INTO ACCESSIBLE CEILING SPACE QT THERMOSTAT OUTLET - BACK BOX ONLY. COORD WITH DIV_ 15 WALL MOUNTED CLOCK CEILING MOUNTED SPEAKER WALL MOUNTED SPEAKER /CLOCK COMBINATION RECESSED TELEPHONE AND DATA FLOOR BOX, RUN CONDUIT UNDER FLOOR AND STUB 3/4" C.O. INTO ACCESSIBLE CEILING SPACE I - T T T REVENUE SYSTEM WALL BOX, 18" A.F.F., U.O.N. PROVIDE FLUSH 6 "46" 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. 1-11 XX SS J -BOX FOR SECURITY SYSTEM DEVICE (PROVIDED BY OTHERS), SEE XX SCHEMATIC DIAGRAM SHEET E10. XX DENOTES DEVICE 1_D_ CP COURTESY PHONE BY OTHERS. SEE SHEET E10 FOR COURTESY PHONE RISER DIAGRAM. FIRE ALARM LEGEND a F FIRE ALARM COMBINATION STROBE /HORN, CANDELA AS NOTED 100 (15/75 MIN. IF NOT SHOWN) 5:100 FIRE ALARM WALL MOUNTED STROBE, CANDELA AS NOTED (15/75 MIN. IF NOT SHOWN) El FIRE ALARM PULL SWITCH • FIRE ALARM THERMAL DETECTOR II FIRE ALARM SMOKE SENSOR ABBREVIATIONS AFF AIC ATS BP C. CB CCTV CO COMM CPLC DP FAAP FACP FATC F.C.1.0. F.O.I.C. G GFI GFP GND CRS HTR If IG J -BOX OR JB LCP LTG MCA MCC MDP MLO MOP MTD MTS NIC N.T.S. OC OD OH PIV PNL RECEPT SB, SWBD SD SG SW TEL TJB TYP TVSS U.O.N. UG VD VFD WCR WP XFMR 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 AMPACTTY 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 SWFFCHGEAR 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 FUSE, RATING AND TYPE AS INDICATED SWITCH, NUMBER OF POLES AND RATING AS INDICATED TRANSFORMER, SIZE AS INDICATED. PRIMARY, SECONDARY AND GROUND CONDUCTOR SIZES AS INDICATED ON TRANSFORMER SCHEDULE AUTOMATIC TRANSFER SWITCH 'V ELECTRIC MOTOR $M MOTOR RATED SWITCH WITH THERMAL OVERLOAD PROTECTION I--U DISCONNECT SWITCH WITHOUT FUSE Deo SIZE AS INDICATED_ DISCONNECT SWITCH WITH FUSE(S). SIZES AS INDICATED. COMBINATION STARTER WITH SWITCH, FUSE(S), CONTACTOR AND THERMAL OVERLOAD PROTECTION. SIZES -AS. INDICATED. JUNCTION BOX, CEILING MOUNTED JUNCTION BOX, WALL MOUNTED JUNCTION BOX, FLOOR BOX CONDUIT CONCEALED IN WALLS OR CEILING CONDUIT UNDER FLOOR, IN FLOOR SLAB, OR UNDERGROUND SEE DETAIL 1, SHEET E6 — R— CONDUIT TO BE REMOVED — E— CONDUIT EXISTING TO REMAIN — SD— STORM DRAIN PIPE -X - -X- SECURITY SYSTEM WIRE, SECURED TO FENCE a —0 CONDUIT LIP CONDUIT DOWN - CONDUIT CAPPED SHUNT TRIP PUSHBUTTON OR KEY - SWITCH TRANSFORMER �sr FLUSH MOUNTED PANELBOARD SURFACE MOUNTED PANELBOARD TERMINAL CABINET ® DISTRIBUTION PANELBOARD /SWITCHBOARD /MCC KILOWATT -HOUR DEMAND METER (DIAGRAM SYMBOL) 8 KILOWATT -HOUR DEMAND METER (PLAN SYMBOL) GROUNDING ELECTRODE; SIZE, TYPE AND INSTALLATION PER NEC 250 SEE DETAIL 3, SHEET E6 DOt-3 WIRING DEVICE SUBSCRIPT LEGEND C eEGFI PIEIG CZWP IG $a ABOVE COUNTER, +6" ABOVE BACKSPLASH C = CEILING MOUNTED GFI = GROUND FAULT CIRCUIT INTERRUPTER = ISOLATED GROUND WP = WEATHERPROOF a = LOWER CASE LETTER INDICATES SWITCH CONTROL 6 NUMBER INDICATES CIRCUIT NUMBER IG = ISOLATED GROUND (ONE OF DOUBLE DUPLEX) a LOWER CASE LETTER. INDICATES SWITCH CONTROL GENERAL LEGEND 300G ) CIRCUIT RATING, SEE WIRING SCHEDULE 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 1 0 F1(PB1 -2a) LIGHTING FIXTURE, TYPICAL "Fl" INDICATES TYPE PER FIXTURE. SCHEDULE. "PB1" INDICATES POWER SOURCE. "2" INDICATES CIRCUIT NUMBER. "a" INDICATES SWITCHING. RECEPTACLE, TYPICAL "PB1" INDICATES POWER SOURCE. PB "4" INDICATES CIRCUIT NUMBER. / , EQUIPMENT OR HOMERUN, TYPICAL "PB1" INDICATES POWER SOURCE. PB1 -6 ° 6" INDICATES CIRCUIT NUMBER. DRAWING LIST E -0 E -1 SYMBOLS AND ABBREVIATIONS SCHEDULES E -2 I SITE PLAN E -3 E -4 E -10 ONE LINE DIAGRAM & PANEL SCHEDULES POWER, LIGHTING, & SPECIAL SYSTEMS PLANS - OFFICE E -5 POWER, LIGHTING, & SPECIAL SYSTEMS PLANS - MAINTENANCE E -6 DETAILS E -7 Iv POWER, LIGHTING, & SPECIAL SYSTEM PLANS — CANOPY v � E -8 SERVICE ENTRANCE DETAILS E -9 I REVENUE SYSTEM DETAILS SECURITY SYSTEM DETAILS 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_ UGHTING FIXTURES SHOWN ON DRAWINGS FOR QUANTITY AND CIRCUITING ONLY. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND CEILING TYPES. 4. ALL FEEDERS AND BRANCH CIRCUITS SHALL CONTAIN AN EQUIPMENT GROUND CONDUCTOR SIZED PER NEC TABLE 250 -122. 5. ALL SINGLE PHASE LOADS SHALL BE SERVED BY A DEDICATED NEUTRAL (I.E. EACH SINGLE PHASE CIRCUIT SHALL CONTAIN A SEPARATE NEUTRAL). 6_ ALL BRANCH CIRCUITS SHALL BE 3/4 "C. 2 #12, 112G 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 AMPACITTES SHALL BE TAKEN FROM THE 60 COLUMN OF NEC TABLE 310 -16. ALL EQUIPMENT SHOWN IN BOLD IS TO BE PROVIDED AND INSTALLED BY CONTRACTOR UNLESS OTHERWISE NOTED. 8. ALL EMPTY CONDUITS SHALL BE CAPPED AND PROVIDED WITH 100-LB WEIGHT PULL STRING. LABEL CONDUIT CAPS WITH PERMANENT MARKER. FLAG NOTES SEE SECURITY SYSTEM DETAIL 1, SHEET ET 0. PROVIDE A COMPLETE FIRE ALARM SYSTEM (ALL MATERIALS AND LABOR) MEETING ALL APPUCABLE REQUIREMENTS OF THE CITY OF TUKWILA. CONTRACTOR TO PROVIDE COMPLETE PHONE /DATA SYSTEM FROM OUTLET TO TTB. PROVIDE POLES WITH FACTORY CUT HOLES TO ALLOW SECURITY CAMERA POWER AND COMMUNICATION CONDUCTORS TO EXIT THE POLE. RECENED CITY pc TUKWIL A MAY 1 0 2002 PERMIT CENTER CONSTRUCTION DOCUMENT EXPIRES 4/13/02 i Calvin Jordan Associate* Inc. ARCHITECTURE 'URBAN PLANNING LANDSCAPE ARCHITECTURE NE BEWREDWI ffiCFawZ. WA 98007 Fax (425) B43 4IWS Tel (425) 843 5023 0-1/a. archajaGeoLcous CASNE ENGINEERING, INC. 355 11810 AVE SE; SUITE WO BEILE1VE WA 98005 (425) 454 -3555 A MD W OF EEI5 El—E70 DATE 3/01/02 SCALE WA DRAWN AM, CONTRACT 0111 -016 comic. 2001 CH% NAT GSA, NF KEY INDEX QUIK PARK OFF — AIRPORT PARKING FACILITY S 160th & OLD MILITARY RD. TUKWILA, WASHINGTON SYMBOLS 8c B, 3REVIATIONS SHEET EO WIRING SCHEDULE CIRCUIT RATING CONDUIT CONDUCTORS NONE N G NG NGI NNG NNGI PHASE/ NEUTRAL GROUND/ IG 15 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 12 12 20 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 12 12 30 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 10 10 40 3/4" 3/4" 3/4" 1" 1" 1" 1" 8 10 50 1" 1" 1" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 6 10 60 1" 1 -1/4" 1 -1/4" 1-1/4" 1 -1/2" 1 -1/2" 1-1/2" 4 10 70 1" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/2" 1 -1/2" 1 -1/2" 4 8 80 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/2" 2" 2" 2" 2 8 90 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/2" 2" 2" 2" 2 8 100 1 -1/4" 1 -1/2" 1 -1/2" 2" 2" 2" 2 - 1/2" 1 8 110 1 -1/4" 1 -1/2" 1 -1/2" 2" 2" 2" 2 -1/2" 1 6 125 1 -1/4" 1 -1/2" 1 -1/2" 2" 2" 2" 2 -1/2" 1 6 150 1 -1/2" 2" 2" 2" 2 -1/2" 2 -1/2" 2 -1/2" 1/0 6 175 1 -1/2" 2" 2" 2 2 -1/2" 2 -1/2" 2 -1/2" 2/0 6 200 2" 2" 2" 2 -1/2" 2 -1/2" 2 -1/2" 3" 3/0 6 225 2" 2 -1/2" 2 -1/2" 2 -1/2" 3" 3" 3" 4/0 4 250 2 -1/2" 2 -1/2" 2 -1/2" 3" 3" 3" 3 -1/2" 250 4 300 2 -1/2" 3" 3" 3 -1/2" 3 -1/2" 3 -1/2" 4 350 4 350 3" 3 -1/2" 3 -1/2" 4" 4" 4" 5" 500 2 400 2 x 2" 2 x 2" 2 x 2" 2 x 2 -1/2" 2 x 2 -1/2 2 x 2 -1/2 2 x 3" 3/0 2 450 2 x 2 -1/2" 2 x 2 -1/2" 2 x 2 -1/2" 2 x 2 -1/2" 2 x 3" 2 x 3" 2 x 3 4/0 2 500 2 x 2 -1/2" 2 x 2 -1/2" 2 x 2 -1/2" 2 x 3" 2 x 3" 2 x 3" 2 x 3 -1/2" 250 1 600 2 x 2 -1/2" 2 x 3" 2 x 3" 2 x 3 -1/2" 2 x 3 -1/2" 2 x 3 -1/2" 2 x 4" 350 1 700 2 x 3" 2 x 3-1/2" 2x3 -1/2" 2x4" 2 x 4" 2 x 4" 2x5" 500 1/0 800 3 x 2.5" 3 x 3" 3 x 3" 3 x 3" 3 x 3 -1/2" 3 x 3 -1/2" 3 x 3 -1/2" 300 1/0 1000 3 x 3" 3 x 3" 3 x 3" 3 x 3 -1/2" 3 x 4" 3 x 4" 3 x 4" 400 2/0 1200 4 x 25" 4 x 3" 4 x 3" 4 x 3 -1/2" 4 x 3 -1/2" 4 x 3 -1/2" 4 x 4" 350 3/0 1600 5 x 3" 5 x 3" 5 x 3" 5 x 3 - 1/2" 5 x 4' 5 x 4" 5 x 4" 400 4/0 2000 6 x 3 -1/2" 6 x 3 -1/2" 6 x 3 -1/2" 6 x 4" 6 x 4" 6 x 4" 6 x 5" 500 250 2500 7 x 3 -1/2" 7 x 3 -1/2" 7 x 3 -1/2" 7 x 4" 7 x 4" 7 x 4" 7 x 4" 500 350 3000 8 x 3 -1/2" 8 x 3 -1/2" 8 x 3 -1/2" 8 x 4" 8 x 4" 8 x 4" 8 x 4" 500 400 TRANSFORMER FEEDER CONFIGURATION KEY TRANSFORMER IDENTIFICATION PREFIX FEEDER CONFIGURATION PRIMARY SECONDARY T 3 PHASE CONDUCTORS CONDUIT GROUND (CIRCUS SUBSCRIPT: NONE) 3 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 CONDUCTOR 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 1CIGROU ING OU CNO ) TNNGI 3 PHASE CONDUCTORS 1 GROUNDING CONDUCTOR. (CIRCUIT SUBSCRIPT: 0) 3 PHASE CONDUCTORS 2 NEUTRAL CONDUCTOR 1 GROUNDING CONDUCTOR 1 ISOLATED GROUNDING CONDUCTOR (CIRCUIT SUBSCRIPT: NNGI) CIRCUIT IDENTIFICATION KEY SUBSCRIPT CONDUCTORS PER CONDUIT NONE PHASE CONDUCTORS, CONDUIT GROUND N PHASE CONDUCTORS, 1 NEUTRAL CONDUCTOR, CONDUIT GROUND G PHASE CONDUCTORS, 1 GROUNDING CONDUCTOR NG PHASE CONDUCTORS, 1 NEUTRAL CONDUCTOR, 1 GROUNDING CONDUCTOR NGI PHASE CONDUCTORS, 1 NEUTRAL CONDUCTOR, 1 GROUNDING CONDUCTOR, 1 ISOLATED GROUNDING CONDUCTOR NNG PHASE CONDUCTORS, 2 NEUTRAL CONDUCTORS, 1 GROUNDING CONDUCTOR NNGI PHASE CONDUCTORS, 2 NEUTRAL CONDUCTORS, 1 GROUNDING CONDUCTOR, 1 ISOLATED GROUNDING CONDUCTOR DESIGNATION CDU - AH -1 WALL HEATER DUCT HEATER RADIANT HEATERS HP FUN KW TOTAL KVA 0.5 2.0 0.4 4.3 4.8 0.5 2.0 120 240 0.4 VOLT PH 240 240 120 EQUIPMENT CONNECTION SCHEDULE POWER SOURCE P -30,32 P =31,33 PB -11 PB -13 M - 9 MCA 18 20.1 4.2 16.7 BRANCH MOP CONNECTION CIRCUIT BRANCH CWR TYPE PROTECTION CIRCUIT SWITCH FUSE (SEE NOTE -1) REMARKS 30 30 20 25 DS DS 30 30 20 25 20 30G 30G 20G 25G 200 30 30 EC EC EC EC EC NEMA 3R, a OUTSIDE ATTIC SPACE a NOTE -1 CONTROL WIRING AND CONDUIT RESPONSIBILITY: EC= ELECTRICAL CONTRACTOR; MC= MECHANICAL CONTRACTOR FLAG NOTES CONFIRM DISCONNECT SWITCH REQUIREMENTS WITH MECHANICAL. UNIT SUBMITTAL PRIOR TO ORDERING. TRANSFORMER SCHEDULE KVA 3 6 9 15 30 45 75 112 -1/2 150 225 300 500 750 CIRCUIT AMPACITY 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 2500 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 - 1 #3/0 3/4"C- 1 #3/0 3/4 "C - 1 #3/0 SPC DS FDS M CONNECTION TYPES LEGEND — o tj SINGLE POINT CONNECTION S I L _ J 0 DISCONNECT SWITCH (- J • I L -J -a o FUSED DISCONNECT SWITCH S L -J tI t ) COMBINATION MOTOR STARTER (SEE MOTOR CONNECTION SCHEDULES) MMS 0 MANUAL MOTOR SWITCH l2 00 T 4 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 -1/2 2 3 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 15W 15A 15A 20A 30A 35A 50A 70A 70A 100A 100A 100A 125A 150A 200A 300A 300A 400A MOTOR CIRCUIT 200 200 200 200 200 200 200 20G 20G 300 40G 500 500 700 90G 100G 1250 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 12A 17.5A 20A 30A 40A 50A 60A 80A 100A 100A 150A 175A 200A 250A 350A STARTER SIZE (NEMA) 2 2 2 3 3 3 4 4 4 5 5 MOTOR OVERLOAD PROTECTION (SEE NOTE -3) NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -3 NOTE -1 THERMAL. MAGNETIC BREAKER TRIP RATING. NOTE -2 DUAL ELEMENT TIME DELAY FUSE. NOTE -3 SIZE THERMAL OVERLOAD RELAYS USING TABLE FURNISHED WITH STARTER AND FULL LOAD CURRENT MARKED ON MOTOR NAMEPLATE. MOTOR CONNECTION SCHEDULE (MCS) - 208V, 3 -PH HP 1/2 3/4 1 - 1/2 2 3 5 7 -1/2 10 15 20 25 30 40 50 60 75 MOTOR FEEDER SHORT CIRCUIT AND GROUND FAULT PROTECTION (SEE NOTE -1) 15A 15A 15A 15A 15A 20A 35A 50A 50A 90A 125A 125A 150A 200A 400A 400A 400A MOTOR CIRCUIT 20G 30A 20G 30A 20G 20G 20G 200 30G 40G 400 600 800 100G 125G 225G 3000 SWITCH 30A 30A 30A 30A 30A 60A 60A 60A 100A 100A 200A 150G 2000 200A 200A 400A 400A MOTOR BRANCH CIRCUIT SHORT CIRCUIT AND GROUND FAULT PROTECTION (SEE NOTE -2) 3.5A 5A 10A 6.25 12A 17.5A 25A 40A 50A 60A 90A 100A 125A 175A STARTER SIZE (NEMA) 2 2 3 3 4 250A 4 200A 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 -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. RECEIVE, CITY OF TUNWIIA MAY 1 0 )00( PERMIT CENTER I CONSTRUCTION. DOCUMENT 'ORES 4/13/02 X O d w O } S N o= N Z NO J J lu m u1 K1- DF N O w 1-n i R ■ Calvin Jordan. Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15046 AE BE1./BED RD BELLEVUE, WA 9Ram Fax 025) 5a01 4807 Tel (425) 843 3123 E-Van, erehejsenoLeem DATE NOW. SCAM WA DRAWN J.PADON CONTRACT 0111 -016 COPYRIGHT 2001 CHx SAT G4 INC. GASNE ENGINEERING, INC. 355 1185$ AVE 5E 935E 100 BELLEVUE, WA 98005 (425) 454 -3555 Q ReASIO80 KEY INDEX QUIK PARK OFF- AIRPORT PARKING FACILITY S 160th & OLD MILITARY RD. TUKWILA, WASHINGTON ;,SCHEDULES SHEET El i 4 7 `2[E7 �2E7 CANOPY CANOPY F7(P- 12,14) '} Eo F7(P- 12,14) F7(P- 16,18). EO3��C,F7(P 16,18) F7(P .12,14) F7(P- 12,14) 'y F7(P- 16.18) F7(P- 12,14) F7(P- 16,18) MAINTENANCE' 1 Y 2 y3 E21E5 E21E5 5 BUILDING M -12 02 C1 M -12 M -12 F7(P- 20,22) F7(P- 16,18) F7(P- 20.22) F7(P- 16.18) t - G1 TO PNL -P ,. F7(P- 20,22) F7(P-- 20,22)'' F7(P- 24,26) SITE PLAN GRAPHIC SCALE: 20' 40' 80' 160' F7(P -24,26) M -12 F7(P-24,26) D ACKERLY SIGN P -35,37 5. COORDINATE TRENCHING WITH IRRIGATION PLANS (L6) AND IRRIGATION CONTRACTOR. COORDINATE TRENCHING WITH LANDSCAPE PLANS. DO NOT ROUTE CONDUIT UNDERNEATH TREES. FLAG NOTES • PERMANENT POWER FEED TO ACKERLY SIGN. INTERCEPT EXISTING TIMER BOX. REMOVE TEMPORARY POWER FEED. • ROUTING IS DIAGRAMMATIC. CONTRACTOR TO ADJUST ROUTING TO MEET FIELD CONDITIONS. SEE AND COORDINATE WITH CASNE ENGINEERING DRAWINGS UG -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. GENERAL NOTES 1. CON TACT INFORMATION: AT &T: CRAIG RALSTON (253) 437 -6895 (OFF), (206) 423 -7794 (CELL) CITY OF TUKWILA: DAVE McPHERSON (206)433 -0179 QWEST: RICHARD CLARY (206) 345 -4476 SEATTLE CITY LIGHT: ANN ALBERTSON (206) 386 -4274 2. COORDINATE UNDERGROUND CONDUIT INSTALLATION WITH CIVIL DRAWINGS AND OTHER UNDERGROUND UTILITIES SUCH AS STORM DRAINS. 3. SEE GENERAL NOTE 6, SHEET ED FOR DERATING MULTIPLE CONDUCTORS IN ONE CONDUIT. 4. SEE DETAIL 1, SHEET E6 FOR CONDUIT INSTALLATION RECEI'JED GTY OF TUKVAUI JUL 2 6 2002 PERMIT CENTER INCOMPLETE CONSTRUCTION DOCUMENT EXPIRES 4/13/02 Calvin. Jordan Associates, Inc. ARCHITECTURE URHAN PLANNING LANDSCAPE ARCHITECTURE 15049 NE He6/RE6 RD 5. EV0E.Ra 98007 Per (425) 843 4807 Tel (425) 843 3123 e - unu ercncp.otco>m CASNE ENGINEERING, INC_ 355 118TH AVE SE. SUITE 100 BEIIEVUE. WA 98005 025) 454- -3555 A AOOOLON c OF NOPY PLAN t to la 02 � 1&orTm ar�7� BACKGROUND KEY INDEX QUIK PARK OFF— AIRPORT PARKING FACILITY S 160th & OLD MILITARY RD. TUKWILA, WASHINGTON IJE PLAN missiliPmsmows DATE 3/0V02 SCALE 1 DRAWN Ar/EK C CONTRACT 0111 -016 COPYRIGHT 2001 CRK BAT GA INC. SHEET E2 PANEL: P BUS RATING 400 MA N: MLO AIC: 18000 CONSTRUCTION: - VOLTS: 120/240 PH: 1 WIRE: 3 CIRCUITS: 42 MOUNTED:SURFACE LUG FED: NONE DESCRI TION BKR A B BKR DESCRIPTION # 1 RECEPT UNCH /BRKRM 20/ 1080 1 1556 P -16,18 20/1 LIGHTING BLDG -INT 2 C •T O::Y X 0 ASTRONOMICAL CLOCK 900 128 20 1 UGHTING BLDG -EXT 4 5 MISC OS WTR HTR NQMEND • • emu' r RLI,UBI 9 MISC AL BFG VENDING • 20/1 800 I - 1200 • • SPARE - SPARE - 8 10 11 SPARE - 20 1 -0 :•• 11ELPPU A 1 G • G 0 1 13 RECEPT OFF /104 105 20 1080 1800 - - LIGHTING CKT 12 P2 14 15 RECEPT OFF ;106 20/ 540 1 1600 20/2 UGHTIN0 PKG LOT 16 17 RECEPT ID'S 20/ 600 A1600 /- LIGHTING CKT 16 P2 18 9 MECH GARB DISP 20 600 1 1200 20/2 - - LIGHTING PKG LOT LIGHTING CKT 20 P2 20 22 21 RECEPT K TCHEN GFI MUM 900 1200 23 MISC 158 400 600 'A LIGHTING PKG LOT 24 25 MISC S RVER • 600 600 LIGHTING CKT 24 P2 26 27 MISC F 29 MISC F EE -ST SIGN EE -ST SIGN •��I ``•'/■ 0• i•• 1 000 240 20 1 30 2 MISC CRAWL SPACE MECH COU -1 28 30 31 MECH A -1 • I • • PL GET 30_p2- MEC RECEPT 3 33 MECH CKT 31 P2 2412 180�I IEMI GA SRV ENTR ,' 104 34 36 35 MISC ACKERLY SIGN • • • [ • • 37 ', 3 P 39 SPARE - - 20 1 09.0 5,09 - 13952 i• U 200 2 el C PANEL P2 40 41(SPARE - I 7884 /- - CKT 40 P2 42 5 PHASE 1• .207_1 S 66: TYPE CONNECTED D LIGHTING 15240 RECEPT 8460 MECH 14544 MISC 24940 KITCHEN 0 COMPUTER 0 3' 2232 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 2 TOTAL VA 63184 TOTAL VA 68200 TOTAL AMP 263 TOTAL AMP 284 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 PANEL: P2 BUS RATING 225 MA N: MLO AIC: 10000 CONSTRUCTION: CONSTRUCTION VOLTS: 120/208 PH: 1 WIRE: 3 CIRCUITS: 30 MOUNTED: MOUNTED LUG FED: NONE DESCRIPTION BKR A B BKR DESCRIPTION # 1 PANEL M 60/2. 6472 1 6260 60/2 PANEL PB 2 3 - CKT 39 P2 [ 4000 13384 /- - GET 28 P2 4 5 MISC SEC RECORD 20/1 390 1 100 20/1 MISC SEC -PARK LOT 6 7 MISC REV SYS 20/1 500 I - 20/1 SPARE - 8 9 SPA - 20/1. - 1 730 20/1 MISC SEC- CANPY /OFF10 11 SPA - 20/1 - - 20/1 SPARE - 12 13 SPA - 20/1. - I - 20/1 SPARE - 14 15 SPA - 20/1 - I - 20/1 SPARE - 16 17 SPA - 20/1 - I - 20/1 SPARE - 18 19 SPA - 20/1 - I - 20/1 SPARE - 20 21 SPA - 20/1 - I - 20 1 SPARE - 22 23 SPA - 20/1 - J - 2071 SPARE - 24 25 SPAR - 20/I - - 20/1 SPARE - 26 27 SPAR - 20/1 - I - 20/1 SPARE - 28 29 SPA - 20/1 - - 20/1 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 UTILITY XFMR ,-- IN VAULT SCL1 8 T. I I 1 L--J •• 400NG 1 1 1 ALTERNATE POWER 1 \ 1 SERVICE ENTRANCE I I DISCONNECT 1 I 1 100A, 3W, 10 FREE - STANDING SIGN ACKERLY SIGN PANEL: PB BUS RATING 60 VOLTS: 120/208 PH :1 MAIN: MLO WIRE: 3 AIC: 10000 CIRCUITS: 24 CONSTRUCTION: CONSTRUCTION MOUNTED: FLUSH LUG FED: NONE DESCRIPTION MECH GATE ARMS MECH CKT 1 P2 MECH REV SYS MECH CKT 5 P2 MECH EXH FAN MECH DUCT HEATR UGNDNG PAYBOOTH SPARE PHASE VA TOTALS 625 1 1600 375 1 360 300 1 500 2000 1 500 625 1 240 375 1 500 500 1 1000 DESCRIPTION LIGHTING CANOPY LIGHTS MISC SEC MONITORS MISC COMP /SEC SYS MISC SIGN RCPT SIGN RCPT CANOPY SIGN RADIO /REV SYS SPARE SPARE - SPARE SPARE SPARE TYPE CONNECTED UGHDNG 1744 RECEPT 0 MECH 4800 MISC 3100 KITCHEN 0 COMPUTER 0 TOTAL VA 9644 TOTAL AMP 46 DEMAND X 125% 10KVA AT 100 %, REST AT 50% 1255 OF LARGEST, REST AT 100% X 100% (98 CKTS) X 65% X 100% NEC 2180 0 5300 3100 0 0 TOTAL VA 10580 TOTAL AMP 51 PANEL PB <10000A 200 PARKING LOT LIGHTS, TYP. CIRCUITS: PNL -P LCP 400A, 120/240V, 10, 3W, AIC= 18KAIC r tc--1-# )*-1-# P -12,14 P -16,18 P -20,22 P -24,26 720 1152 720 1 2700 1080A_ 100 RECEPT RECEPT RECEPT MISC MISC SPARE RECEPT S RECEPT W RECEPT NE IRRIG CNTRL 880 FORS 20/1 20/1 20/1 540 1 260 200 1 2700 20 1 20/1 30/2 LIGHTING LIGHTING MISC MISC MISC MISC INTERIOR EXTERIOR COMPRESSOR CKT 6 P2 PRK LOT SEC PRK LOT SEC PANEL: M BUS RATING 60 VOLTS: 120/240 PH:1 20 1 20 1 1080 1 100 20/1 MISC PRK LOT SEC 20/1 - _ 300 20/1 MISC PRK LOT SEC I A - - T� - r I - - SPACE - 5 7 11 151SPACE 5 MAN: 60 WIRE: 3 AIC: 10000 CIRCUITS: 20 171SPACE 19ISPACE PHASE VA TOTALSI 6472 CONSTRUCTION: - MOUNTED: FLUSH LUG FED: NONE 2 4 10 12 14 16 -/- SPACE 18 - 1 - - /- ISPACE 20 4000 TYPE UGHT1NG RECEPT MECH MISC KITCHEN COMPUTER CONNECTED 1412 1980 0 7080 0 0 TOTAL VA 10472 TOTAL AMP 44 DEMAND X 125% 10KVA AT 100 %, REST AT 50% 125% OF LARGEST, REST AT 100% X 100% (98 CKTS) X 65% X100% NEC 1765 1980 0 7080 0 0 TOTAL VA 10825 TOTAL AMP 45 7 0) O) O� n ONE LINE DIASRAM EX�E3 N.T.S. 001 -3(o <10000A 200A. 120/240V. 10. 3W, AIC= 10KAIC PANEL M FLAG NOTES SEE PANEL SCHEDULE FOR DEVICE RATINGS. DO NOT PROVIDE MAIN BONDING JUMPER. CONDUCTORS HAVE INCREASED FOR VOLTAGE DROP. PROVIDE U.O.N. AT ALL LOCATION 200 I> 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. I> 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. � v v v v NOT USED. "S.E." RATED DISCONNECT. 10 CONTRACTOR TO REMOVE MAIN BONDING JUMPER. FUTURE, BY OTHERS. MAXIMUM SIZE: it 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 I EXPIRES 4 /13 /02 Y O A LL w Li l r • Calvin Jordan Associate* Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15(149 RS e8L/® HD 8ELLEV1. AA 96007 F (425) 843 4807 7e3 (425) 643 3121 P MMA ereLepbmLmDs CASNE ENGINEERING, INC. 355 1187H AVE 5E SUITE l00' BELLEWE WA 98605 (425)454 -3555 RBASION TO CANOPY PLAN 1 2/18/02 /3, CHANGE OF P.O.A WATER •EAER ,/2/18/02 •2 /1 MIERIO02 ADMEN 2fl8A P2 ADOMON + 2/18/02 IRDAIFD LOADS S 2/18/02 KEY INDEX QUIK PARK OFF - AIRPORT PARKING FACILITY S 160th & OLD MILITARY RD. ..• 1 TUKWILA, WASHINGTON ONE LINE DIAGRAM & ti�'NL SCHEDS DAffi'"3 /OV02 scAuR WA DRAWN JlA7a CONTRACT 0111 -016 COPYRIGRT 2001 CNN DAT SHEET E3 1 cT -- 41(P -20,b) ` F1(P -2a,b) 0 F2JP -2c) P -3 WP /GE] TO PAYBOOTH MONITORS F7 (P -2c) TO MAINT BLDG PNL -M — P - 3 I IOPT6 I I Q ' p LC P -15 OFACE TTB P -23 issi I Iii iE1si O / ' I I f I I _ , i{ _I i ii Lk- F1(P 2c), i- i I F jl. F10(P - 28) \ 0 F2 P - 2c { F1( ) ! Ii E 1 1(P -2k.1) �b =2 1) 1 li AI 1 , �. P J 1 _ F4(P -2) E4 E8 E4 E8 0 FREE STANDING SIGN P -30,32 GENERAL NOTES 1. CONDUIT ROUTINGS ARE DIAGRAMATIC. 2. BRANCH CIRCUITS ARE NOT SHOWN. 3. COORDINATE ALL FIRE ALARM WORK WITH NORM BERG AT SIEMENS (425) 882 -0712, OR EQUAL. FL AS NOTES D 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. STUB UP 4" CONDUIT +6" A.F.F. AND CAP ADJACENT TO TTB 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. 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. > 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 > NOT USED. 12 COORDINATE WITH UTILITY REPRESENTATIVE. SEE CASNE DRAWING UG -E1, SEPARATELY ISSUED PLAN SET. LOCATED IN ATTIC SPACE. [2> DEDICATED RECEPTACLE FOR POINT-OF- SOURCE WATER HEATER. 1:22> DEDICATED DUPLEX RECEPTACLE FOR REVENUE SYSTEM. 16 DEDICATED DOUBLE DUPLEX RECEPTACLE FOR SECURITY RECORDERS. [2> STUB (2) SPARE CONDUITS FOR FUTURE EXPANSION INTO FLOOR_ CAP CONDUIT. ROUTE CONDUITS EAST TO HANDHOLE. SEE DETAIL 2, SHEET E7. [1> ROUTE LOW VOLTAGE WIRING FOR OFFICE CAMERAS TO FLUSH J -BOX IN WALL. COORDINATE WITH SECURITY SYSTEM INSTALLER. SEE SCHEMATIC DIAGRAM SHEET E10. [2> LOCATE WITHIN 25' OF HVAC UNIT, E21E4 F'01AIER FLAN GRAPHIC SCALE: 0 1' 2' 0 1' 2' n 1' 9' 4 E2 E4 ' GRAPHIC SCALE: 4' E21E4 ' GRAPHIC SCALE: 8' 8 L I OHT I NO FLAN R' 16' SPECIAL SYSTEMS fi'LAN 16' 1R' 0 TO SECURITY SYSTEM DEVICES< 1 ° C FOR FIRE ALARM F (P -4 )9 1 ° C FOR PHONE TO MAINTENANCE BLDG. 001 -3( �LWP' L TO Ah &T HANDHOLE ATTt 1"C 'SPARE TO PAY BOOTH ELE . !_1 1 1 "C FOR PHONE a Ii I 1 TO PAY BOOTH TO PAY BOOTH PNL -PB TO QWEST HANDHOLE 01 SEE ELEC. SITE PLAN E2 CONSTRUCTION DOCUMENT 1 EXPIRES 4/13/02 Calvin Jordan. Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15040 NE ENZE/1660 ED ffiaz7a$ . 9e6o7 Per (425) 643 4607 Tel (425) 643 3123 e15. arcbajagooLcoas CASNE ENGINEERING, INC. 355 118TH AVE SE 31T2E 100 BELLEVUE WA 98005 (4251 454 -3555 L 2 /cE �vsgNs MAY 1 0 ma? PERMITCEMT, KEY INDEX QUIK PARK OFF - AIRPORT PARKING FACILITY S 160th & OLD MILITARY RD. TUKWILA, WASHINGTON PWR, LTG & SPEC. SYS. :PLANS- OFFICE scud 001 CONTRACT 0III -016 COPYRIGHT 3001 CHR OAT SHEET E4 BY OTHERS TRENCH DETAIL E1 E6 l If NEUTRAL 7— SURFACE IN ACCORDANCE WITH FINAL REQUIREMENTS -SOD IN / LAWN AREAS, ASPHALT IN PAVED f 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 GROUNDING ELECTRODE - CONNECT TO MADE ELECTRODE, BUILDING STEEL, AND METAL UNDERGROUND WATER PIPE MEtlING THE SYSTEM REQUIREMENTS OF NEC 250 -50 UTILITY TRANSFORMER BY OTHERS PROVIDE MAIN BONDING JUMPER SIZED PER NEC 250 -28, U.O.N. BONDING JUMPER SIZED PER NEC 250 -122 N.T.S. n GROUNDING DETAILa E3 E6 N.T.5. 30" 5 HANDHOLE METALLIC SHRINKAGE RESISTANT GROUT CHAMFER A 36" DIA. SECTION VIEW POLE COVER PLATE BUSHING LEVELING NUTS (TYP.) POLE BASE PLATE CONDUIT r� POLE SASE DETA I L E2 E6 VERIFY 36" OF SLACK CONDUCTORS AT BASE OF POLE. PROTECT WITH PLASTIC COVERING AND PLUG CONDUITS UNTIL POLE INSTALLATION TO PREVENT WATER COLLECTING IN CONDUITS. (3) #30 REINFORCING STEEL HOOPS WITHIN TOP 5" PVC CONNECTION ROUND FORMED CONCRETE BASE GRADE GALV. RIGID STEEL CONDUIT ANCHOR BOLTS SUPPLIED WITH POLE, INSTALL PER MANUFACTURERS INSTRUCTIONS PLAN VIEW N.T.S. VERIFY 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 A 01 -3( E2 E6 4 TSP #18 MONITORING PANEL CKT. P -38 2 #14 THNN, TYP. #16 AWG, TYP. FIRE ALARM RISER FLAG NOTES D. SCHEDULE 40 PVC CONDUIT (EXCEPT CONDUIT SWEEP /TRANSITION TO POLE BASE, WHICH SHALL BE GRS CONDUIT). SEE LIGHTING FIXTURE SCHEDULE. SEE ONE LINE DIAGRAM FOR ADDITIONAL REQUIREMENTS. COORDINATE WITH SCL. NOT USED. NOT USED NOT USED NOT USED NOT USED NOT USED. > COORDINATE WITH OWNER FOR INSTALLATION OF COMMUNICATION CONDUITS THAT MUST BE ROUTED WITHIN THE POLE BASE FOR SECURITY DEVICES AND COURTESY PHONE WIRING. N.T.5. CONSTRUCTION DOCUMENT $r EXPIRES 4/13/02 Calvin jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15649 HE TEE /RED S6 BELLEVITE, to WOW P (4TH 643 4661 TN (425} 843 923 E aic5ajaiaoECeDa `l DATE 310V02 SCALE WA DEANE JJBXK CONTRACT 0111 -016 COPYRIGHT 2001 CAE SAT CIA INC. CASNE ENGINEERING, INC. 35.5 ITBIIH AVE SE WIRE TOO EIELLEWE WA 98005 (425) 454 -3555 Q G / GENER ` AL REVISIONS KEY INDEX QUIK PARK OFF— AIRPORT PARKING FACILITY S 160th & OLD MILITARY RD. TUKWILA, WASHINGTON DETAILS SHEET E6 PNL —P2 PNL —P MTS LCP 13" MIN. CLEAR SERVICE ENTRAGE 1 E4 E8 DETAIL FLAN GRAPHIC SCALE: 0 3" 6" 2' 3' GENERATOR INLET BELOW CIRCUIT BREAKER POWER SERVICE E "' CE DISCONNECT NORMAL POWER SERVICE ENTRANCE DISCONNECT CT & METER 42" MIN. CLEAR 4' CDU DO CDU SLC METER NORMAL POWER >I> SERVICE ENTRANCE DISCONNECT — 0 3" 6" E4 E8 ELEVATION GRAPHIC SCALE: 2' BUILDING L_ SERVICE ENTRANGE 3' 3�3 I 1 MTS 1 LOCATED 0i INTERIOR WALL IOF ELECTRICAL ROOM I 4' ALTERNATE POWER SERVICE ENTRANCE <<::: DISCONNECT n n n n n A n n A A A A A A A A A A A A A A. A A. A A A A A A. A .A. A A A A A A A A A. A A A A A. A A A A A A A n FL AS NOTES VERIFY AND COORDINATE INSTALLATION REQUIREMENTS WITH SCL DIMENSIONS ARE APPROXIMATE. PROVIDE PHENOLIC LABELING WITH INDIACTED DESCRIPTION. MOUNT EQUIPMENT TO ALLOW DIRECT CONDUIT ENTRY INTO MTS LOCATED ON INSIDE WALL. INLET FOR GENERATOR CONNECTION. CONSTRUCTION DOCUMENT I EXPIRES 4/13/02 0 Calvin Jordan. Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15048 H6 DEFIEND RD mm. AA 99007 Fax (425) 943 Tel (42�i 943 3123 YrYe� ardwiaamPeom CASNE ENGINEERING, INC. 355 TTBTH AlE SATE 1O0 8ELLE14. WA 98005 (425) 454 -3555 QA90a1N OF ADM.. POYIER MI/iy 1 r 20c2 KEY INDEX QUIK PARK OFF - AIRPORT PARKING FACILITY S 160th & OLD MILITARY RD. TUKWILA, WASHINGTON EINISEINELIESKSIENIERSDINISKSIESEIN SERVICE Ty, NTRANCE 4 44, TAILS DATE 3/0V02 SCALE WA DRAW CONTRACT 0111 -016 COPYRIGHT 2001 CRK xa GA INC. SHEET E8 CABLE TYPE LEGEND <I SYMBOL DESCRIPTION CABLE TYPE �— BY OWNER N/A B 1 COAXIAL CABLE < COMMUNICATION �— 1 TWISTED SHIELDED PAIR, #18 COMMUNICATION -0- 1 CAT 3 PHONE CABLE COMMUNICATION --�— 8 #16 COMMUNICATION �— 6 COAXIAL CABLE I6 COMMUNICATION —�H -- 1 TWISTED PAIR #18 LOW VOLTAGE CAMERA POWER ZJ— 1 TWISTED PAIR #14 LOW VOLTAGE POWER �— 1 TWISTED PAIR #16 1 TWISTED PAIR #14 LOW VOLTAGE POWER SECURITY SYSTEM LOCATION SCHEDULE DEVICE MOUNTING LOCATION Al PARKING LOT — 35' ABOVE GROUND ON POLE A2 PARKING LOT — 35' ABOVE GROUND ON POLE B1 1' BELOW ROOF ON SHOP WALL 52 1 ' BELOW ROOF ON SHOP WALL Cl PARKING LOT — 35' ABOVE GROUND ON POLE C2 PARKING LOT —, 35' ABOVE GROUND ON POLE D1 PARKING LOT — 35' ABOVE GROUND ON POLE El PARKING LOT — 35' ABOVE 'GROUND ON POLE Fl PARKING LOT — 35' ABOVE GROUND ON POLE F2 PARKING LOT — 35' ABOVEGROUND ON. POLE G1 6" FROM TOP OF POLE G2 6" FROM TOP OF POLE H1 6" FROM TOP OF POLE 11 1' BELOW ROOF ON CANOPY END J1 PARKING LOT — 35' ON POLE K1 CANOPY SUPPORT COLUMN — 8' A.F.F. K2 CANOPY SUPPORT COLUMN — 8' A.F.F. M1 CANOPY SUPPORT COLUMN — 8' A.F.F. N1 CANOPY SUPPORT COLUMN — 8' A.F.F. N2 CANOPY SUPPORT COLUMN — 8' AEI_ 01 PAY BOOTH CEILING — CASHIER P1 PAY BOOTH CEILING — DOOR Q1 PAY BOOTH CEILING — CUSTOMER 51 OFFICE BLDG CEILING — FRONT DOOR T1 OFFICE BLDG CEILING — EMPLOYEE DOOR a PARKING LOT A2 V A2 SS B2 SS—♦ B1 C2 Cl D1 E1 F1 SS SS SS F2 G2 V 01 H1 11 J1 RM. 104 EZ 03A PAYBOOTH l( MONITORS OFFICE 04 S1 a 03B a T1 0 LOW VOLTAGE POWER SUPPLY (BY OTHERS) LOW VOLTAGE POWER SUPPLY (BY OTHERS) PAY. BOOTH 01 P1 01 E lm SS SS 0 0 a 0 a SEGURI TY SYSTEM <I 0 0 1 E2E10 SGHEMATIG DI AGRAM 0 N.T.S. DRIVE LANES K1 K2 N2 0 N1 0 • 0 PAYPOINT V M1 a 11301-3(03 A B C CP CP CP PERIMETER m • tri COURTESY PHONE E2 170 RISER 171 AG RAM I J III - m ga 0 m N.T.S. FLAS NOTES D' MULTIPLE CONDUCTORS SHOWN AS SINGLE LINE FOR DIAGRAMMATIC CLARITY. STUB UP CONDUIT BETWEEN PAYPOINT AND. GATE ARM, .14 "FROM PAYPOINT AND .20 "FROM WEST CURB. D COURTESY PHONE WIRE CAN BE ROUTED WITH SECURITY OR OTHER COMMUNICATION WIRING. MINIMUM CONDUIT SIZE SHALL BE 3/4 ", STUB CONDUB UP INTO POLE BASE TO ALLOW WIRING TO BE CONCEALED BY THE POLE. COORDINATE PHONE MOUNTING LOCATION. WITH THE OWNER. > NEMA 3R J —BOX. SECURE TO FENCE POST GROUND LEVEL. LABEL COVER WITH WHITE ON BLACK PHENOLIC LABEL READING ,"SECURITY SYSTEM" 3/8" LETTERING. SECURE TO BOX COVER WITH CORROSION. RESISTANT SCREWS. WIRE PER MANUFACTURER. UNDERGROUND 1" PVC CONDUIT TRANSITION TO 1" GRS CONDUIT FOR SWEEP TO J— BOXES.' 3/4 ".. CONDUIT WITH PULL WIRE TO ACCESSIBLE CEILING OR CRAWL SPACE.:.. WIRE ONLY IN CEILING SPACE. PROVIDE THREADED NIPPLES WITH SEALTITE FITTINGS FOR EACH CABLE TYPE AS DEFINED BY TYRE CABLE TYPE LEGEND. ROUTE CAMERA COMMUNICATION AND POWER CONDUIT CONCEALED WITHIN THE CANOPY: HOME' RUN CONDUITS TO THE PAYBOOTH .THEN .TO OFFICE AS REQUIRED BY SCHEMATIC DIAGRAM.TERMINATE CONDUIT WITH FOUR SQUARE BOX.' THREADED FOR (2) -3/4" CONDUITS FOR. THE CAMERAS. 11 PROVIDE J —BOX IN WALL AT BOTTOM. RIGHT CORNER OF WINDOW, BELOW THE WINDOW. �.. ROUTE CAMERA COMMUNICATION AND POWER CONDUIT IN SURFACE RACEWAY, 3/4" EMT. > NEMA OR FIBERGLASS ENCLOSURE WITH VANDAL RESISTANT SCREWS, HINGED PADLOCKABLE DOOR, AND INTERIOR SUBPANEL FOR EQUIPMENT MOUNTING, MINIMUM SIZE SHALL BE 20" X 10"W X 8 "D. > CONTRACTOR TO PROVIDE 16' POLE ON ROLE BASE PER DETAIL 6 SHEET E6.. POLE SHALL BE MINIMUM 4 "O.D. AT TOR SEE FLAG NOTE 4, SHEET E0. > ALL WIRE LISTED IN THE TABLE CAN BE ROUTED. TOGETHER IN ONE CONDUIT. DO, NOT EXCEED 40% FILL. > CABLE SHALL BE WEST PENN OR EQUAL. FOR LESS THAN 1500' USE #6325; FOR MORE THAN 1500' USE #1130. > CONFIRM WIRE TYPE /REQUIREMENTS WITH SECURITY SYSTEM INSTALLER PRIOR TO ORDERING. > THIS DIAGRAM SHOWS WIRING REQUIREMENTS FOR COMMUNICATION AND LOW VOLTAGE POWER CONDUCTORS. 120V POWER WIRING REQUIREMENTS ARE SHOWN ON THE SITE PLAN AND ASSOCIATED DETAILS. CONSTRUCTION DOCUMENT v • Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15049 N6 IMAM1$ HELEEVER wA moor P (425) 643 4607 Td (425)'643 3/23 aac5cj.OnoLmm GASNE ENGINEERING, INC_ 355 118111 AVE 5'E 5Ut1E 106 BEILEVTJE. WA 98005 (425) 454 -3555 Qom OF sEctorr 515 DUAL sHEEr KEY INDEX QUIK PARK OFF — AIRPORT PARKING FACILITY S 160th & OLD MILITARY RD. TUKWILA, WASHINGTON SECURITY s,. SYSTEM DETAILS DATE 3/01/02 6CA1.6 WA DRAW.�.1 cONTRACI' o1i -016 COPYRIGHT .2001 CHK SAT SHEET E10 i 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+00 367.75 52+25 357.00 52+50 356.25 52 +75 355.50 53+00 354.75 53+25 354.00 53+50 353.25 53+75 352.50 54+00 351.75 54+25 351.00 54+50 350.25 54 +75 349.50 55+00 348.75 55+25 348.00 55+50 347.25 55+75 346.50 56+00 345.75 56+25 345.00 56 +50 344.25 56+75 343.50 57+00 342.87 57 +25 342.48 57 +50 342.21, 57+75 341_94 58+00 344_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 '315.15 66 +75 315.35' 67+00 31555 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 3321.93 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 3 GRADING NOTES A. THE CONTRACTOR SHALL NOTIFY TIE ENGINEER IN THE EVENT 0R''DISCOVERY OF POOR SOILS. G1 IJ TER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS_ B. WXmu1 SLOPE STEEPI(ESS SHALL BE 2H_ IV PER FINISHED COT Alp SLOPES_ C. (IN1.ESS OTHER*ISE SPECIFIED. ALL ENB*1Edi:NTS IN THE PLAN SET SHALL BE CO4STT61C1ED IN ACCQIDANCE SW 1/4, Perteet Engineering, Inc. 11M110 ih+deiM.l 4v 41. 6II. 0_1. '..I.I,MYmd.'.BA GRAOP MB OR/ -7198 SEC 22, TWP 23, R 4 E, W.M. 7 E 11334.5231 MATCHLINE -SEE SHEET P10 30 60'' 90 SCALE N FEET DO1 -363 Dr own By Dote T oro' n04 By 1 CHHdnd By MAC 20. sr-ALE -30' QUIK PARK OF WASHINGTON LLC OFF - AIRPORT PARKING SITE PLAN SHEET P9. -OF Perteet Engineering, Inc. 0209 ®ridreport Voy 8M. Bulls C -I. Loke*ead. IA 98490 (268) 984 -9188 rfraiwo ffri mewled By MC Checked By HSH Annet.od Ay GRIUNI @n1 3GN6302 Ore. By Dote ,z m J 302 CAR PORTS EX. SSMH #261 RIM. EL. 301.40± CAR PORTS 33o- 3 3s SCALE r_30 S 158TH ST. SIGN f1;11i[ EDGE 51•I• 19-f 0.3155 CF-r8.95 1EM GRADING NOTES A. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS. GINUDNATER OR DISCREPAI(CIES ]14 THE EXISTING ,CONDITIONS AS NOTED GO THE PLANS B- 'IlAXIWI SLOPE STEEPNESS SNkL.BE 2H_IV FOR FINISIED CUT Alp SLOPES_ C_ IMLESS OTIERkISE SPECIFIED, ALL EIeOINTS TO TIE PLAN SET SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 2- 03 3(14)8 OF,TNE *DOT STA*ARD SPECIFICATIONS. EuBANKVENT COVPACTIONS SHALL CONFORM TO SECTION 2-OS 3(14)C. WITCO B OF SAID STANDARD SPECIFICATILA 0 EIeA44ENTS' DESIGNED TO IMPOUND WATER WALL BE COIA'ACTED TO DEN IAAXIYM DENSITY PER SECTION 2 05.3(14)C. IIETNDD C OF #SOOT STAIpARD'SPECIFICATId(S_ E. ALL AREAS RECEIVING FILL OTERIAL SHALL BE PREPARED BY RENDVING „YEGETATICII. NON- OfWLYING TOPSOIL A1) OTTER UNSUITABLE MATERIAL, BY SCARIFYING THE SURFACE TO PROVIDE A 01$) WITH TIE NE* FILL. AA(T ERE SLOPES ARE STEPER THAN 3H_1W A ALL STE SUBGRADESSURFACES SHALL BE APPROVED BY THE CEOTECIVIICAL ENGINEER PRIOR TO PLACING FILL. GENERAL GRADING NOTES I STOCKPILES FOR' THIS PROJECT SHALL.. BE LOCATED. IN TIE PROPOSED PARKING LOT AREAS: 2_ THE FILL',IAATERIAL FOR THIS PROJECT WILL BE SUITABLE SOILS ERN CO-SITE. EXCAVATION. AS APPROVED BY TIE ENGINEER_ 1E329. LEGEND: iCOLXX TOP OF PAVEMENT ELEVATION SEE SHEET R3 QUIK PARK OF WASHINGTON LLC OFF— AIRPORT PARKING SITE PLAN RECENED CITY OF TUnWILA MAY 1 0 2002 PERMIT CENTER APPROVED UNDER PERMIT NO MI0 1 —078. FOR INFORMATION ONLY SHEET Rio O F 74 MST TO SCALE 21/2" isb. Hash or darts to I gime fr sprb9pIcelis mod chips for Tel - irom 70p ,Ctil Tap soi thurlop to be roneb,e1 I. feratier TREE PLANTING DETAIL LIMIT OF TYPE 3 WETLAND PER BJWELVE & ASSOCIATES ON SITE FLAGGING 5039 S.F. -C- - C- - C- 1 _C- -C- - - C- -Co- - C- -C-- 2. Stream edge to be protected by sediment control fencing during clearing and planting. 3. All areas disturbed during constuction will be restored. Notes: 1. Mechanically clear all blackberry within stream area. 0 10 20 30 40 ■=■==3 SCALE: r - 20" 0 3 (0 3 BUFFER AREA SEED MX (All buffer creas criskrbed dung caist) 25Z F A 6 rjos B rm t 2 r's 25Z Perervid Rye Elymus crams 25Z kkin fescue Festuca idahaensis 25z Red Feats Festuca rubs Seeding Intm 3lb/1000 sq.' feet FLANTING,LIST GINTY PLANT NAME ST7F SPACING 15 Black Cottcraval as sham Pcpulus baisamffera 15 Polk as shows Salk lesiandre .401Z, MAY 1 0 2002 PERMIT CENTER U) z 0 Z6 LU < <I <1 <I z 0 Z < 1-1-- Z I Q _I 0 LLi CI: 0 _ < 0 H CI) Cr) 0 ofsio G S CLU Job No. A0 Designed By: Drawn By CM_ Checked by Dabs: 3/5/02 IT L4 FOR PLANT LIST, NOTE: ALL LANDSCAPE BEDS TO RECEIVE FULL AUTOMATIC IRRIGATION SYSTEM UNLESS NOTED OTHERWISE. TYPICAL ALL OTES \D DETAILS CLIMBING VINES AT BASE OF WALL PARKING ISLAND TREE SUBSTITUTION, SEE SHEET L4 8 HIGH WOOD SCEENING FEI'4CE SEE CIVIL PLAN. 15" CPI' I I x x 0 0 0 0 - 1111111111 — 1•111111 Uih SCALE: l".20'-0" ' ' ' 101111 10)' 20' 4 0 NO. REVISION TREE SUBOTIILITIoN D UNE SEE SHEET SATE I SINE OF W/SHINGTON 3/05/02 LANDSCAILMT REGISFERED BENI/MCA DRAVN own.. CI.ECKEll Hue. - 1111111. - WORTHY AND ASSOCIATES LANDWAPX nacinTscruma ReciillAmortm. pumarro Don. _ - — ° 8 32 87 -7■ -7 / mew - 1 0 0- to;o INCOMPL LTR# TE QUIK PARK OF WASHINGTON LLC SRO SITE PR L 1NE . .t. TICti PERT S 158T 1 8+0 ci4gRa, JUL 2 6 2002 PERMIT CENTER SHEET NO 0 FREE STANDING CEDAR TRELLIS 4 TOTAL), SEE ' IL ON SHEET L3 L4 FOR PLANT LIST, NOTES A\ PARKING ISLAND TREE SUBSTITUTION SEE SHEET SEE SHEET L1 -TAILS \-P PROPERTY LINE REVISION DATE TREE 8UN8TITUTION 3/05/02 I srnTe of REm�ExEn WORTHY AND ASSOCIATES QUIK PARK OF WASHINGTON LLC -X RERMITCENTER EXIS TREE SCALE: I I" = 2ID' ->DII INCOMPLETE JUL 2 6 2OOZ LTR# NO. i.LP�lr� ! TRELLIS STRUCTURES _ EEN BUILDING WINDOWS. INAL LAYOUT SUBJECT TO OWNER ACCEPTANCE. 71_0' OR gl_Oo OUTSIDE TO OUTSID SEE SKETCH ABOVE =X- x x - y L4 FOR PLA \T LIST, NOTES AND DETAILS IT 1 'ALTISSIMO' CLAMING ROSE PLANTS TRAINEDI EACH TRELLIS STRUCTURE ❑❑DDDDD❑ ❑❑ ❑L =D❑❑ ❑ ❑ ❑ ❑ ❑D ❑C M❑ ❑❑ ❑❑❑❑❑❑❑ 12" DIA. x 3' DEEP CONCRETE FOOTINGS. COORDINATE WITH WALL GEOGRID MATERIALS AND FOOTINGS NOTE: CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR OWNER'S ACCEPTANCE PRIOR TO FABRICATION *EPLACEMENT TREES. SE NOTE 11 N . S BEET L4. DETAIL ON SHEET L3 I. DISCREPANCIES BETWEEN PLANS AND SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S RE RESENTATIVE 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 (1852.040) 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 1554.130 PARAGRAPH 3.8 LOCATED SOUTH OF 155TH STREET. SEE SHEET L3. I. N0. I REVISIDN SfNE OF WASHINGTON DES QFL Y G./BW� CEMENT . SEE T +1-ON- SHEET L4. TEMPORARY IRRIGATION-- DURING - ESTABLISH-ME PERIOD. - - - - LTR# INC0MPjETE �c �_ ^,IN ,FiumIL9 JUL 2 6 2002 SCALE: 1 "= 20' -0" 0' 10' 20' 40' • ,,,.,...r • mT,el I OUIK PARK OF WASHINGTON LLC I sHEETNa PLANTING NOTES 1. 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 15 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 OF ALL NOXIOUS WEEDS AND NON SELECT GROWTH 4_ PLANTING TO TAKE PLACE FROM SEPTEMBER 15T1-1 TO JUNE BTH. S. ALL TREE, GROUND COVER AND 54-1RU8 PLANTING AREAS TO CONTAIN 2" DEPTH BARK MULCH 6_ LAYOUT CF ALL PLANT MATERIAL TO BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL DEBRIS AND EXCESS SOIL OCCASIONED BY THIS PROJECT. 8. DISCREPANCIES BETWEEN PLANS AND SITE CONDITIONS 514ALL BE BROUGHT TO THE ATTENTION OF TILE OWNER PRIOR TO PROCEEDING. 3 VERIFY LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. 10. OWNER TO APPROVE GRADING PRIOR TO PLANT Y &TALLATION. FINISH GRADE SHALL 8E THREE INCHES (3 ") BELOW TOP OF CURB OR PAVING IN GROUND COVER AND SHRUB AREAS TO ALLOW FOR TWO INCHES (2 ") OF MULCH. Ii. REPLACEMENT TREES PER TUKWILA ZONING CODE 1854.130 PARAGRAPH 313 ARE LOCATED ON THE SOUTH 510E OF 158TH' STREET. SEE' SHEET L3. 12_ COORDINATE TREE PLANTING NEAR RETAINYNG 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 2X DIA. ROOTBALL SIZE 6" COMPACTED MOUND— TREE TIE CI-IAINLOCK PLASTIC LOCKING ROPE REMOVE TOP 1/2 OF BURLAP OR WIRE BASKET AFTER PLACEMENT DECIDUOUS TREE STAKING 1�l_T_S_ NOTE: 1_) ALL TREE AND SHRUBS ON SLOPES GREATER THAN 4:1 SLOPE. 2.) 2 STAKES AND 2 TIES TYPICAL, TREES OVER 8' USE 4 TIES TOTAL_ ‘,41 I I1TI1 IL. 2X. DIA. ROOTBALL SIZE 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 TOPSOIL ORIGINAL GRADE JUTE MESH EROSION CONTROL MAT - 6'x6' PER TREE. REMOVE 2/3 OF BURLAP OR ALL OF WIRE BASKET CONTAINER BEFORE PLANTING #1011 111 - 1 - 1'1 I11 A R 1TIk 101 011\ 1 ('1I /11"11''' 6" COMPACTED MOUND PLAN VIEW SET PLUME AND 9" FROM TRUNK 10' -0" BVC TREATED STAKES' (2) DRIVEN TO REFUSAL INTO UNDISTURBED SUBSOIL MIN. 24" DEPTH. TREE STAKES SHALL BE TRIMMED TO 12 CUT, TOPS AND STAINED BROWN. SET ORIGINAL CROWN 1 INCH ABOVE GRADE 2" DEPTH BARK MULCH 0 PAVEMENT/ CURB EDGE 0 EQUIDISTAN.O. GROUNDCOVER SPACING ............. .. ..,. i i ii i 0 ii i ii i i i i i%i i i i iii 2" CAL. MIN. FRAXINUS OXYCARPA 'RA SKY ROCKET OAK SCARLET SENTINEL MAPLE RAYWOOD ASH REDSPIRE PEAR 2" CAL. MIN. 2" CAL. MIN. 2" CAL. MIN. NOT TO SCALE SHRUB /GROUNDCOVER N.T.S. FOLLOWING PLANTING, ANCHOR EROSION CONTROL MATTING WITH 9 STAPLES PER TREE MIN. =1�1 1i1 -11�- REMOVE TOP 1/3 BURLAP BEFORE PLANTING (MIN. 6" GREATER THAN ROOTBALL) N0. SET ROOTBALL CROUJN I INCH ABOVE GRADE 2" DEPTH BARK MULCH 6" DEPTH TOPSOIL THROUGHOUT SHRUB AND GROUNDCOVER BEDS REVISION PATE TREE SUBSTITUTION 3/06/02 SYMBOL BOTANICAL' NAME EVERGREEN TREES = co ` CALOCEDRUS DECURRENS 4 IY iii PT = FINUS THUNBERGIANA I �THUJA PLICATA I C ) CUPRESSOCYPARIS LEYLAND!! �jgj\1Y(yL� 0 = CUPRESSOCYPARIS LEYLAND!! DEGIDUZ7 IS TREES O -ACER CIRCINATUM ACER,RJSRUM 'OCTOBER 9 0 0 0 0 ® VIBURNUM TINUS 0 PRUNUS LUSITANICA 0 PRUNUS LAUROCERASUS 'ZABEL;ANA' A PARTHENOCISSUS TRICUSPIDATA 0 GROUNDCOVER SUGA HETEROPHYLLA VIBURNUM DAVIDII MYRICA CALIFORNICA / / / ry /�j��%/ \� \ \\ STATE ANAGAAP AT BERBER'S THUNBERGII 'ROSE GLOW' COTONEASTER DAMMERI COf 1US ALB, 'SIBIRICA' GOWUS STOLONIFERA 'FLAVIRAMEA' MOWMOUS ALATA 'COMPACTA' MAHONIA AQUIFOLIUM 'COMPACTA' PHOTINIA GLABRA POLYSTICI -UJ1 MUNITUM PRIJrAJS LAUROCERASUS 'OTTO- LUYKEN' VACCINIUM OVATUM RHODODENDRON 'DORA AMATEIS' ROSACEAE ' ALTISSIMO' ERICA CARNEA 'SPRINGWOOD WHITE' GAULTHERIA SHALLON EROSION CONTROL SEEDING DESIGNED tzeew COMMON NAME INCENSE CEDAR JAPANESE SLACK PINE WESTERN RED CEDAR WESTERN HEMLOCK LEYLAND CYPRESS LEYLAND CYPRESS RED JAPANESE BARBERRY BEARBERRY COTONEASTER CORAL TATARIAN DOGWOOD YELLOW -TWIG DOGWOOD COMPACT BURNING BUSH COMPACT OREGON GRAPE JAPANESE PHOTINIA SWORD FERN OTTO- LUYKEN LAUREL EVERGREEN HUCKLEBERRY RHODODENDRON ALTISSIMO CLIMBING ROSE DAVID VIBURNUM LAURUSTINUS PORTUGAL LAUREL ZABEL LAUREL BOSTON IVY PACIFIC WAX MYRTLE HEATH SALAL VINE MAPLE SEE SPECIFICATIONS FOR SEED MIX WORTHY AND, ASSOCIATES SIZE /CONDITIONS 9" SP. MIN. 8' HT. AS SHOWN 4 10' HT. MIN. AS SHOWN 9 10' HT. MIN. 12' HT. 8' HT. 18" HT. MIN. 12"-15" SF. MIN. 21 " -24" HT. MN. 21 " -24" HT. MIN. 18" 1-1T. MIN. 18" HT. MIN. 21 " -24" HT. MIN. 12 " -I5" SP. MIN. 12" -15" SP MIN. 18" -21" SP. MIN. 18" -21" SP. MIN. 18'' -21" HT. MIN. 12" SP. MIN. 18" HT. MIN. 18" HT_ MIN. IS HT. MIN. 1 GAL. CONT. MIN. THREE RUNNERS AT MIN. 10" LENGTHS. 18" HT. MIN. 9" SP. MIN. SPACING QT"( 8' HT_ AS SHOUT 4 8' HT. AS 51-101114 25 AS SHOWN 3 AS SHOWN fT AS SHOWN 14 1 1/2" CAL.(3 TRUNK MIN) AS AHOWN 25 2" CAL. MIN. AS SHOWN 21 AS SHOWN 6 AS SHOWN 21 AS SHOWN 4' 0.0_ 4' 0.G_ 5' O.G. 5' O.C. 5' O.C. 3' O.C. 5' O.C. 3' O.G. 4' O.C. 4' O.C. 4' O.C. 3' O.G. 30" O.C. 4' O.G. 6' O.C. 4' O.G. 4' O.G. 5' O.C. IS" O.C. 18" O.C. Gn 00 R n t' n,lr INCOMPLET LT R# - —y-� QUIK PARK OF WASHINGTON LLC 364 13 56 44 10 114 30 55 441 121 241 10 492 111 31 12 81 21 1,100 5,160 16,426 SF_ RECEI \EC cnr eE HINT,,,, JUL 2 6 2002 P CEh�En. 131-mef NO 1 dor 3, • 11 13111111Ith 1,1 ' ow 11 34_1. 41 , = 7 1 1 = 41 1 1 :41.5•1 i ° 1E17 • • • •, • m .• .• • .• ,• • 3 4 " PIPE IN 2" SLEEVE or a c cc c c c c c c c c 341. I" PIPE IN 2" SLEEVE I" PIPE IN 2" SLEEVE l'4 " 11/2 PIPE IN 3" SLEEVE ri ri 11 3, • = = .= _ ! I dolif CC C C C CC 3411 2" SLEEVE 1" PIPE N 2" SLEEVE 1 2" PIPE IN 4" SLEEVE cccc 34 II si t1 ilP Jor 3 3 I" PIPE IN 2" SLEEVE 3 4" PIPE N 2" SLEEVE CCCC 21/2" PIPE IN 6" SLEEVE c CCCCC 3, • 1 os 11 0' 1 11 11 i. 14 tor iI C C C C C 1 PIPE 114 SI_EEVE 3, • I" PIPE 114 2° SLEEVE "4« CCCCC 21/2" PIPE IN 6" SLEEVE 21 3, • 1" 1 I” 1.IPE IN o • 2" SLEEVE 3 3" 0 2" SLEEVE 1 1 4 ., 3" PIPE IN 6" SLEEVE 3 4" PIPE IN 2" SLEEVE 1" PIPE IN 3, • 3411 1 1: 1 11/2" PIPE IN 13" SLEEVE " 114 aCl in 3" 34 se 3• PIPE IN 6" SLEEVE . 2" z 3411 34 11/2" " 1141r 2 " I 11/2" 1: I 34 3 I 11 4 2 4" "411 "4" ". 11/2" 1 3411 04" 1 • 3 4 • 34 • 3411 l 1/2 " 4 .,1•,•• 34 F .... ........ .Ar.avAr.■.r .... /.■Are 4/ ,#, AV w 4 - ■•• 4r ,, Ar .■■ SEE NOTE 34 • I 01 4 "16 IC C C CC C C C C C C— C- -C -C —C—C— C-- C- ell -C -C-- -G-- -G -G —C ---C— C G- G- -G- -G- - _c_ C C C 34 C C 3 4" PIPE IN 2" SLEEVE 234""SPLEIPEEVEN 2 SI_EEVE 2., 1" PIPE IN 1"P 3 " S P L E PE E N X 234""SPLEIPEEVEN 2 " PIPE 2" L a 4 " " PIPE EV 1 CCCCCCCCCC C C C c c ' C c c c 3 e CC CCC 3/cccc 34 c 3 • 34 el 11 3 ,, PIPE IN ' 3 4" PIPE IN 2" SLEEVE 34.. 3 4" PIPE IN 2" SLEEVE 1° PIPE IN 2" SLEEVE C C C C C C C C C C l'4" PIPE IN 3" SLEEVE 3 4" PIPE IN 2" SLEEVE 4/ cccc 3, .11 3 4" PIPE 114 2" SLEEVE 0" 1 3 4" PIPE IN 2" SLEEVE 1 PIPE IN 3" SLEEvE 2" PIPE 114 4" SLEEVE 34 C C C C C SEE SHEET L7—L9 FOR IRRIGATION SCHEDULE AND DETAILS. SCALE: 1.20-0" I'1111411,11111,1,1h14 " c c CC CC 1" PIPE IN 2" SLEEVE 2 .; PIPE IN 4" SLEEVE MATCHIJNE SEE WEE L6 fr 34 • REVISION 14" PIPE IN 3" SLEEVE c c C 34. 4- c c e 3 • STATE OF WASHINGTON 1 PIPE IN "16 3' SLEEVE c cc c c c 3 4" PIPE IN T' SLEEVE •Fsifico 21/2" PIPE IN 6" SLEEVE 3, o C C INC 6 2" bLEtVE 3 4 11 N SEE NOTE N \ 0 0 0 WCIR TT-TV A NTTI A CbCT A PLQ 3411 3,4 • 11/2" 11/2" 2" 0 2" Ikt" 11/2" 34. 1 1 /4 . 2" I 11/2" 3411 N\I INCOMPLETE V( 18+00 JUL 2 6 2002 PERMIT C.,TER 1 QUIK PARK OF WASHINGTON LLC /31-EEET N 2" PIPE IN 4" SLEEVE \ SEE NOTE •16 DRIP CIRCUIT "2 3 4 " 1 PIPE IN 3° SLEEVE 1 3 4" PIPE IN 2" SLEEVE 1" PIPE IN SEE NOTE 2" SLEEVE 1 16 114 NO REVISION ® 2" MAINLINE IN 4" SLEEVE, 2" WIRE 1 SLEEVE 3 4" PIPE N 2" SLEEVE COORDINATE BACK OF SIDEWALK IRRIGATION PIPING WITI -1 RETAINING WALL 'GEOGRID_ 11, 2' PIPE' IN 4° SLEEVE 1° PIPE IN 2" SLEEVE 1 V1" SEE SHEET L7 -L9 FOR IRRIGATION SCHEDULE AND DETAILS. 14 PIPE IN 3° SLEEVE II c c c c c c cc c CC CC C C CC C C C: C C C CC 3 4" PIPE IN 2" SLEEVE 411M DRIP SYSTEM 13 +00 11 34 3" PIPE IN 6" SLEEVE SCALE: 1 "= 20' -0" 34 3 4" PIPE IN SEE NOTE 2" SLEEVE "16 11/2" PIPE IN 3" SLEEVE SEE NOTE "16 11 1 L• ATE CONTROLLER I % MAINTENANCE ILDING. VERIFY EXACT LOCATION WITH OWNER 11 3 P EEVE; WIRE SLEE 2" PIPE IN 4" SLEEVE, // Z// / '� 3 4" 3 4" PIPE IN 2" SLEEVE DRIP RCUIT '2 DRIP SYSTEM 3 4" PIPE IN SLEEVE SEE SHEET L5 _ 3 4" PIPE IN 2" SLEEVE 1-363 WORTHY AND ASSOCTATFS 34" 1'/4" 3 4. INCOMPLETE 4/ l QUIK PARK OF WASHINGTON LLC PERNI'GENIE 0' 10' 20' 40' c14 70 is JUL 2 6 2062 SHEET NO. 11 IN EEvE, WIRE SLEE 11, 11 11, I I 4 " II , ' NOTE: USE PVC FEMALE REDUCING ADAPTERS AT BOTH INLET AND OUTLET SIDE OF VALVE DRIP SYSTEM DRIP EMITTERS FOR TREES E IN :EVE 3 • 4/ /1IIII■■■■■■■■ 3 , 4 "^ (Rf IGAT1ON NOTES CIRCUIT x'22 7 3 4" PIPE IN-V 2" SLEEVE 1" PIPE IN SEE NOTE 2" SLEEVE "I6 2" MAINLINE AND r PIPE IN 6" SLEEVE, 2" WIRE SLEEVE 34" .4 SEE SHEET I. PLANS ARE DIAGRAMMATIC. IRRIGATION COMPONENTS SHOWN IN PAVED AREAS FOR ILLUSTRATION PURPOSES ONLY. ALL COMPONENTS SHALL SE INSTALLED IN LANDSCAPE AREA EXCEPT LINES SHOWN IN SLEEVES_ CONFIRM MAINLINE AND WITH OWNER'S REPRESENTATIVE PRIOR TO CONSTRICTION_ 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 CONSTRICTION. 3. ALL WIRES AND PIPES UNDER PAVED AREAS TO BE INSTALLED IN SLEEVES. 4. NO ROCKS, BOULDERS, OR EXTRANEOUS MATERIALS TO BE USED IN BACKFILLING OF TRENCHES. 5. ALL LINES SHALL BE THOROUGHLY FLUSHED PRIOR TO INSTALLATION OF DRIP TUBING. 6_ ADJUST AND RELOCATE IRRIGATION LINES WITH OWNER'S REPRESENTATIVE'S APPROVAL AS NECESSARY TO OBTAIN FULL WATER COVERAGE. DRIP EMITTERS TO WE LOCATED FOR OPTIMUM ROOT CONTACT. I. ALL ELECTRIC VALVE WIRING SHALL BE IRRIGATION CONTROL CABLE TYPE "UF." DIRECT BURIAL. CONTROL WIRES SHALL BE A DIFFERENT COLOR THAN GROUND WIRE ALL WIRES SHALL BE LAID IN MAINLINE TRENCHES. ALL WIRE SIZE IS "14 UNLESS OTHERWISE SPECIFIER W. EACH VALVE SHALL BE CONNECTED TO A SEPARATE CONTROL WIRE. 9- PROVIDE 120 VOLT A.C. POWER HOOK -UP TO THE CONTROLLER 10.ALL ELECTRIC JOINTS SHALL BE MADE USING THE APPROvED ELECTRICAL CONNECTORS. II- EACH CONTROL VALVE SHALL BE INSTALLED IN A VALVE BOX. ALL VALVE BOXES SHOULD LOCK. 12- ALL IRRIGATION LINES AND RELATED EQUIPMENT SHALL WE INSTALLED AS SHOUIN ON THE DETAILS. 13_ ALL DRIP COMPONENTS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN RECOMMENDATION. 14. ALL DRIP TUBING SHALL BE 'STAPLED/PINNED' TO GROUND WITH R13-TDS -050 TIE DOWN STAKES AT 10' INTERVALS. 15, PRESSURE TEST MAINLINE AND PROVE ENTIRE IRRIGATION SYSTEM FUNCTIONAL AFTFF2 PI AAITIhk ANJP7 m.in. Tn NIC,TAI I ATIrNJ nC MI11 / C•ITTCOQ. C,LI AI I RC AT r1PTI t IP4 I rl/`AT /V.1 =no 1,2" �..� DX3" NIP SCH W0 PVC 90' SXT ELL SCH 40 PVC SCH 40 PVC PIPE LENGTH AS REQUIRED PVC FITTING MAINLINE FINISH GRADE AUTOMATIC GONT12OL VALlvE NOTE. SPRAY C I F2GU f TS N_T_S_ SEE DETAIL D SHEET L9 FOR DRIP CIRCUIT CONTROL VALVES LATERAL ALIGNMENT REVISION SCHEDULE AND DETAILS VEL SUMP .— — 3 •ROUND WASHE EPTI ! _O 64.. sOc.0 DRAIN ROCK 14 -I OF UL COMr1ON WIRE (WHITE) 14 -i OF UL LEAD WIRE (RED) \\ 14 -1 OF UL SPARE WIRE (YELLOW) SLUE "F' WASlWGTON alto I ear. '4 BARK MULCH CONTROL VALVE DX3" NIP SCH 80 PVC UNION SCH. 80 PVC LATERAL PIPE LINE IRRIGATION REVISION PER ADDED TREF-S- INSTALL ADDITIONAL DRIP EMITTERS ON VALVE no AS - I - REQUIRED, INSTALL PER DETAIL A SHEET L. ( IRRIGATION REVISION PER ADDED TREES. INSTALL ADDITIONAL DRIP EMITTERS ON VALVE '10 AS REQUIRED, INSTALL PER DETAIL A SHEET L. INCOMPLETE JU( 262092 LTR# PERI7 SCALE: 1" =20' -0" 0' 10' 20' (_lTTTIZ PAPIZ n ' UUTACT TINTCP(YNT T T (� 40' SET NO " COPPER 3" MIN. CONCRETE VAULT WITH LOCKING COVER, 25TA BY FOGTITE OR APPROVED EQUAL I0 "m PIT AND LID WITH BOLT LOCK 3" SERVICE FROM METER 3" LINE FROM DCVA CONC. BLOCK SUPPORT AT EACH CORNER 11 6" DIA. PVC SLEEVE 3" MIN SHUT-OFF TE VA LvE) 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, A DOUBLE ASSEMB_ `r" N_T_S- — JUMBO VALVE BOX AND COVER WITH BOLT LOCK W/ JUMBO BOX EXTENSIONS SEE SPECIFICATIONS FINISH GRADE SCH. 80 PVC 90' ELL UNION 3' MAX. EA. SIDE —� - STRAINER 12" MIN. 3" TO 2" ADAPTERS 6011H ENDS OF DCv — PVC MALE ADAPTER 12"-DEPTH PEA GRAVEL- _ 3" TO 2" REDUCING ADAPTERS, BOTH SIDES 3/4" WASHED DRAINROCK, 6" DEPTH. 2" DOUBLE CHECK VALVE ASSEMBLY FEBCO 850 U SYSTEM BLOW DOWN (I" QCV) -TALI - S- PERFORATED 3" PVC SDR35 DRAIN TO DAYLIGHT TO EAST OF VAULT —IR 220P -2 2" FLOW SENSOR BY DATA INDUSTRIAL OR APPROVED EQUAL. INSTALL PER MANUFACTURERS RECOMMENDATIONS. SEE APPLICATION NOTE 43 BY DATA INDUSTRIAL IN SPECIFICATIONS. SET MAXIMUM FLOW AT 10% ABOVE LARGEST IRRIGATION CIRCUIT_ TO AUTOMATIC IRRIGATION VALVES O i"I,4STER 7,4L\/E ,4ND FLOW SENSOfR PVC MALE ADAPTER LEVELING PAD FILL. SEE! NOTE °2 3' - 0" MN. SEE NOTE 0 1 @ SLEEVE DETAIL NTS NO, RETAINING WALL REVISION 12" MN. FNISH GRADE SLEEVE -, 6 SCHEDULE 80, PVC IRRIGATION VALVE SCHEDULE DETAIL VALVE N EST. GPM SIZE DESCRIPTION PSI COVER 52.11 2" 200-PEES 35 SHRUBS / TREES XCZ- I00 ICOM 35 DRIP 1110 2" 200 -PEB 35 LAWN Ei 3350 11/2" 150 -PEB 35 !, SHRUBS /' TREES O 2421 1" 100 -PE5 35 SHRUB HRUBS / TREES ▪ 42.88 P2" 150 -PEB' 35 LAWN 66.18 lie" 150- FEB -PRS -13 35 SHRUBS / TREES 2220 1 150 - PEB -PRS -13 35, SHRUBS / TREES I" XCZ -100 COM 35'' DRIP I" XCZ -I00 COM 35, DRIP 5921 I 150 -PE5 351 SHRUBS / TREES 5531 I1/2" 150-FEB 35' SHRUBS/ TREES 10.12 2" 200-PEE 35 SHRUBS / TREES 31.91 I 150 -PEB 35 SHRUBS / TREES_ 86.46 2" 200 -PE5 35 SHRUBS / TREES ® 6922 2" 200 -FEB 35 SHRUBS / TREES 1230 2" 200-FEB 35 SHRUBS /TREES 62.90 11/2" 150 -PEB 35 SHRUBS /TREES 6280 12" ',150-PE B 35 SHRUBS / TREES 85.02 2" 200 -PEB 35 SHRUBS /TREES' 0 0 I" IRRIGATION LEGEND DETAIL, SYMBOL MAMPAGTuRisx MODEL NOJDESCRIPTION' I'AI RAINBIRD FEB AUTOMATIC CONTROL, VALVE - SEE VALVE SCHEDULE FOR, VALVE SIZE AND MODEL APPROVED DOUBLE CHECK VALVE ASSEMBLY © RAMBIRO RAMBIRD CONTROLLER MODEL 'ES P -MC24 art (24 STATION, WALL MOUNT) APPROXIMATE LOCATION OF WATER METER SERVICE_ II A RAINBIRD QUICK COUPLER 44NP (QC) 3" MAa4LS�E APPROVED SCHEDULE 40 PVC MAINLINE sj7 ate. 1I:,I APPROVED SCHEDULE 40 PVC LATERAL APPROVED SCI-1 40 PVC SLEEVE SIZE AS SHOWN SIZE 2X DIAMETER OF PIPE MN. W� APPROVED SCH 40 PVC WIRE SLEEVE STATE OF WASHINGTON RE(SIERED - 3(03 NOTES. I. SCHEDULE 50 PVC CASING SHALL EXTEND THE FULL WIDTH OF THE LEVELING PAD FILL AND SHALL BE A MNIMUM OF 3 FEET LONG. 2. BACIFILL AROUND THE SLEEVE SHALL CONSIST OF LEVELING PAD FILL COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM DI551) 1= FINISH GRADE WORTHY AND ASSOCTATF,S IRRIGATION HEAD SCHEDULE DETAIL SYN. MANUF. MODEL NO. p RAINBIRD' 1800- FRS -IEEST 061 30 RAINSIRD 1800 - FRS -15SST 121 30 I� RAINBIRD 1800- FRS -IESST 0.69 30 W RAINBIRD 1800 - FRS -15SST 135 30 RAINBIRD' 1800- PRS -15Q 092 30 RAINBIRD 1800- PRS -15T 123 30 RAINBIRD 1800- FRS -15H 185 30 RAINBIRD 1800- FRS-15TQ 2:18 30 RAINBIRD 1800- PRE -I5F 310 30 m RAINBIRD 1800- SAM -6 -VAN I80DEG 060 30 tr RAINBIRD 1800- SAM -6 -VAN 90DEG 031 • RAINBIRD 1800- SAM -SQ 026 ▪ RAINBIRD 1800 FRS -8T 035 0.52 t05 ▪ RAINBIRD' 1800- PRS -10Q 039 • RAINBIRD 1800- PRS -IOH 019 ® RAINBIRD 1800- PRS -10F 158 ® RAINBIRD 1800- FRS -12Q 065 a RAINBIRD 1800- PR5-12T 0B1 RAINBIRD 1800= PR8 -12H 130 e RAINBIRD 1800 PRS -I2TQ 1.95 RAINBIRD 1800- FRS -I2TT 1.14 O RAINBIRD 1800- PRS -12F 260 O RAINBIRD 18000- PRS -12 -VAN 0.55 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 4" 0 -6 GPM I " 1 -10 GPM I' 11 -18 GPM 1 19 -28 GPM 2" 29 -48 GPM 212" 49 -68 GF'M 3.. 69-110 GPM' I' -6" MN. WASHED WA WASHED DRAM ROCK 0 (QTY. 15 CF.) I "x3" NIPPLE SCH. 80 PVC' (2) IN 90" TxT SCH. 80 PVC (2) PVC FITTING ▪ RAINBIRD 1800- PRS -8H • RAINBIRD 1800- 19R5-BF QUL,CK COLIF'LER VAL V 10". AMETEK PIT AND LID WITH BOLT LOCK GR.! P.5.L COVERAGE 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 BARK MULCH QUICK COUPLER VALVE *4 x 30" REBAR STAKE STAINLESS STEEL HOSE CLAMPS (2) 0 1 "x6" NIPPLE SCH 80 PVC 90' ELL SCH. 80 PVC NIPPLE SCH. 80 PVC (2) –1" 90' TxT SCH. 80 PVC (2) I "X12" NIPPLE 501-1. 80 PVC 45:15 47:30' 47:30' 47x30 I5 RAD_ Be RAD_ 15' RAD_ Lea' RAD 15' RAE 5' RAP. 6' RAD_ 8' RAP S' RAD_ 8' RAD. 8' RAD- 10 RAP. 10' RAD_ 10' RAD_ IT RAD_ 12' RAP_ 12' RAD_ 12' RAD. 12' RAD_ 12' RAD. IT RAD_ MAIN L L� 11 aUG _S 2.M rf,•,td JUL 2 6 .. T'' ..- 0 3 '' 'I PERM. INCOMIDI TF LTR # N . T .S. QUIK PARK OF WASHINGTON LLC 3t-EET NO 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 l /4" DISTRIBUTION TUBING EMITTER .o 1174 1111 mss. j / \/ TREE EMITTER LOCATION (6) EMITTERS PER TREE SINGLE- OUTLET EMITTER RAIN BIRD XERI -BUG EMITTER X13-I0 (6) PER TREE I/4 INCH TUBING STAKE RAIN BIRD T5 -025 MULTI- OUTLET EMISSION DEVICE: RAM BIRD 6- OUTLET DISTRIBUTION MANIFOLD EMT -6X POLTFLEX RISER: RAIN BIRD FFR -12 (LENGTH AS REQUIRED) FINISH GRADE = \ SUBTERRANEAN EMITTER BOX RAIN BIRD SEB -bX H RETROFIT PRESSURE REGULATOR MIK RAIN BIRD PRS -050 ` k 0 ! :. ! :..•,,5 !. !red 3 -INCH MIN. DEPTH OF 3/4 -INCH WASHED GRAVEL O D�Ifi� EMITTEFRS FG TfREES SEE 1='L AN POD TREE LOCATIONS — L • 1 PVC LATERAL FIFE PVC SCH 80 GLOSS NIPPLE PVC SCH 40 ELL RAINBIRD CONTROL ZONE KIT XCZ -I00 COM. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. SCH 80 PVC UNION 14 -I UF UL COMMON WIRE (WHITE) % 14 -I UF UL LEAD WIRE (RED) 14 -I OF UL SPARE WIRE (YELLOW) LATERAL PIPE LINE PLACE BRICK AT EACH CORNER (4) PER BOX 3 /4" WASHED DRAIN ROCK, 6" DEEP Cy LITO CONTiOL 'vALYE ,4SSEM1=3L-r' SEE DETAIL A SHEET FOR SPRAY CIRCUIT IF CIRCUITS oNLI') N.T.S_ CONTROL VALVES 120 GPH MINIMUM - 900 GPI-1 MAXIMUM EACH VALVE 12" MAX. FROM EDGE OF PAVING MAINLINE RAINBIRD xcz - 100 CON AUTO CONTROL VALVE ASSEMBLY REVISION maisoner SPACE' DRIPLINES 12" O.C. PARALLEL TO SLOPE SYSTEM D I ACzIZ,4M N_T_S_ DO I -310 3 - 1 - FINISH GRADE DRAIN/FLUSH VALVE I' - MIN_ i, 3 4"x3" NIPPLE 5C14 80 PVC 3 j4" � ELL TXT 5C14 40 PVC 6" POP - UP HEAD 3 4" 90' STR ELL MARLEX (2) 3 4 "x8" NIPPLE SCI-180 PVC LATERAL PIPE LINE TRIPLE SWING JOINT IRRIGATION LAWN HET4D SUJINGc- JOINT DETAIL N_T,S_ STALE OF WASHINGTON BMW. I COVER DRIP LINE STANDARD VALVE BOX WI WITH 2" OF BARK MULCH COVER WITH BOLT LOCK 3 4" PVC BALL VALVE MULCH FG. N_T_S_ 18" MN. MULCH TRIPLE SWING JOINT 1/2"x8" NIPPLE SCH 80 PVC SA/(TA TIjS7 A NTT mL+o n 344' WASI -LED DRAIN ROCK 6" DEEP i ALN LUSI -I "AL_"/E FINISH GRADE 12" POP -UP HEAD FINISH GRADE (FAG.) rig" 90' STR ELL MARLEX (3) IRRIC- CATION SI -1RU8 I-4E AD SWINGE -JOINT DETAIL N:T_S_ 3 4" x 5' GATES FLEXOGEN GARDEN HOSE 3 4' MA (MIPT'x INS.) LATERAL PIPE LINE IN R oMPLI =rC GM of Tti'iti a-A ?GRTRED AUG - s 2(152 NI w mu Ra dtt CF G �(4LT:,„ JUL 2 6 2002 PERklf Tc, QUIK PARK OF WASHINGTON LLC MLR 2" MN. SUCK -GUT FOR DOOR, SEE DETAIL BELOW - STEP DOWN FOUNDATION, SEE SECTIGNS iy AG MN CLR Y�• MAX FOUNDATION FLAN 48 x BAR AREA !B• MN) TYPICAL ALL CORER BARS b" PERU''ETER WALL:. FOUNDATION WITH 12" SPREAD FOOTING 48 x BAR AREA ns• nwlYeku. SPLICE BLESS - NOTED OBEBLISE TYPICAL _f REINFORCEMENT PLACING DETAIL '4 ° =I' -0•' n SL ppE at b)b STEP DOWN- FOUNDATION, SEE SECTIONS SLAB ACROSS J TYPICAL CONTROL JOINT K' swan' x L5 SLAB nit03ES6 Ike MN - FILL WIN MASTIC - SAW YOST BE MADE ISM 4 TO II ROIRS AFIELDQC HAREMS - . MANES GNAW NOT BE BUNT AS TO CAUSE CNIFFIN G - OF LOlG TYPICAL SECTIONS 2". MIN. SUCK -OUT FOR DOOR. SEE DETAIL SELOW • JI y t r r. P:0 2 -x vz STOP SSLAABB _l JOINT 9 A R KEY r rer - w,, C. TRL'^TI,M JOINT NITS. ,- TOOLED I R•I . SIDEWALK EXTERIOR WALL "ft isyst ■ TYPICAL POOR BUCK -OUT THFESNOLD REINFORCED 5LA8. Maga 2•MN. BASE VAPOR BARRIER '� FANDATICN ExPAll5l04 JOPR '.... REC EIVED CITYOFTUKWILA NOV 1 3 2001 PERMIT CENTER 0 2 u_ 0: Q � G RO liIVIILk =_ 2 Q.2'. DEC 2 11131 W~ N6 INS Yti• .) GARRY D. MOCK �muY Calvin Jordan Associates, Mc. ARCHI TECTGAZ URBAN PLANNING LANDSCAPE ARCHITECTURE 78013 7R BQjmm: mums WA me: lez (425) 643 T@ (CM 643 3361 . 3.-1663 arebe3.434164 QUIK PARK OFF- AIRPORT PARKING FACILITY 3610 S 15811-1 STREET TUKWILA, WASHINGTON Dan NO. 3361 6aay'.4••r -o• - • NOTES.. I) VERTICAL RENT 5HGIN 5 DDMONAL F NOR1AL REIF 15 NOT IN PROPER LOCATION. 2) COR82 BARS ARE SAFE SIZE t: SPACING AS HORIZONTAL RESFORCENENT. E SSTMITED 3) 50• NOOKK.1 may BIE FOR CORERBAFB - SE NOTE 5. 4) RERFAT ALL WALL OORNERS, ENDS, AND U11BRSEC KINS SMALL BE FABRICA`.ED /Mm PLACED. N' ACCORDANCE WITH APPROPRIATE DETAIL SNWN. 5) LEE ACI MN SD' MOCK FOR EI'EEDI'EIT LESS TNAN 48 x BAR AREA PAST FACE OF WALL. 6) CONCRETE IOUS SHORN • 1) WALL DETALS SHOD{ FOOTING DETAILS SMILAR �. PLACE ALTERNATING CORER r R/nR5 AS SHOW - _ _ • ': ° , k I, MN I .,---- = I - S MAx 27P MN E0' HOOK LAP 48 x BAR AREA NORZ REINF IU/MORiZ IA RED MLR 2" MN. SUCK -GUT FOR DOOR, SEE DETAIL BELOW - STEP DOWN FOUNDATION, SEE SECTIGNS iy AG MN CLR Y�• MAX FOUNDATION FLAN 48 x BAR AREA !B• MN) TYPICAL ALL CORER BARS b" PERU''ETER WALL:. FOUNDATION WITH 12" SPREAD FOOTING 48 x BAR AREA ns• nwlYeku. SPLICE BLESS - NOTED OBEBLISE TYPICAL _f REINFORCEMENT PLACING DETAIL '4 ° =I' -0•' n SL ppE at b)b STEP DOWN- FOUNDATION, SEE SECTIONS SLAB ACROSS J TYPICAL CONTROL JOINT K' swan' x L5 SLAB nit03ES6 Ike MN - FILL WIN MASTIC - SAW YOST BE MADE ISM 4 TO II ROIRS AFIELDQC HAREMS - . MANES GNAW NOT BE BUNT AS TO CAUSE CNIFFIN G - OF LOlG TYPICAL SECTIONS 2". MIN. SUCK -OUT FOR DOOR. SEE DETAIL SELOW • JI y t r r. P:0 2 -x vz STOP SSLAABB _l JOINT 9 A R KEY r rer - w,, C. TRL'^TI,M JOINT NITS. ,- TOOLED I R•I . SIDEWALK EXTERIOR WALL "ft isyst ■ TYPICAL POOR BUCK -OUT THFESNOLD REINFORCED 5LA8. Maga 2•MN. BASE VAPOR BARRIER '� FANDATICN ExPAll5l04 JOPR '.... REC EIVED CITYOFTUKWILA NOV 1 3 2001 PERMIT CENTER 0 2 u_ 0: Q � G RO liIVIILk =_ 2 Q.2'. DEC 2 11131 W~ N6 INS Yti• .) GARRY D. MOCK �muY Calvin Jordan Associates, Mc. ARCHI TECTGAZ URBAN PLANNING LANDSCAPE ARCHITECTURE 78013 7R BQjmm: mums WA me: lez (425) 643 T@ (CM 643 3361 . 3.-1663 arebe3.434164 QUIK PARK OFF- AIRPORT PARKING FACILITY 3610 S 15811-1 STREET TUKWILA, WASHINGTON Dan NO. 3361 6aay'.4••r -o• PLAN ROOF FRAMING LOCATE HEADERS AT TOP CF WALL OR TOP OF OPEN1/4 AT CLTNTRACTOR5 OPTION aims OTF6aU5E INDICATED BY BNGPIffR OR ARCHITECT FOR CONECTIC N OF FOR FLUSH IV TOP OF WALL E (3) STIR 3.1 CAL — TYP U17. W (U NU NT STD To VALL E - Sff PLAN FOR 517E CF SECS FEUD - LAM I Ed AT CC TYPICAL SU'PSOs A35 AT EACH EU.COL WE OPBNMG WIDTH EXCEEDS SLIP ELEVATION ,— USE 4 /". PLYWOOD W/ Sd • EDGE b" OL. AND 12 ". O.C. FIELD GA -07 T SS 32' -0" W� " = 1' -0a T1'P. PEAL ING WALL SECTION N.T.S. 2A O�- GIRDER TRIESES'TO SUPPORT 1-11/AC WIT 1-14/AC LEST - ITEr LBS flat VERIFY .e.G1 1LEIGMT AND WADER 3 - 24B 2x4,• 24. OL. BESUEEN 6IRDER.TRU56ES SIMPSON I$)A FIDLDOILF1 SEE FLA*1 e S !# I`IB- I-1D24 9 ° -14D2A BOLT LL£AD - UH WASHER', EMBEDDED ANCHOR - - - 2x TRIP R TO MATCH STUD 1120/14 ' \- (U HOR2 ALL WIDTH STUDS, I N TO MATCH WALL EWE AT TOP AND 501 OF OPtEa - .PROVIDE (2) TCBNA LS EA BeD - TYPCAL (2) 5d TGELAILS SIMPSCN ILDA SEE PLANS. 1 F WDE 1 1 (3) STUDS MM - i FOR TYPICAL: MSTALLATION r— (2) 3r'e 113-1.tI2A (3) 2xb FILL MGT 5TW5. Ilk W( MIN 911 EDGE I NALWs AT EA4.2x 4 it 8' - 4LD2A — � 1 I mo" NILTI HR C - I00 r EPOxi N.T.5. ROOF OVERHANG RAKE i Calvin Jordan Associates, Inc. ARCHPTECTEEE UR3AN- PLANNING LANDSCAPE ARCHITECTURE R e.1/»sa MIMIC 1A MOT yes Oa) ese sear ea cos) sasus T INt arebejoesalesa . W ( R l ® W Qa =�1 ~ U D a - � 9 11111 O � J IT! 0 O J i QUIK PARK ° OFF - AIRPORT PARKING FACILITY 0 m Q, 4 � 3610 S158171 STREET TUKWILA. WASHINGTON y DEC 20 2 :71 Wu Q w RECENEp CITYOFTUKWILA = NOV 1 3 2001 n y I ME NOY Wei Iron la•.P-0• GARRY0_MOORE' STATE OF KEY INDEX I sliKET <EYED NOTES fl-41G SWEET - Sue 12xI2 OUTSIDE AIR DUCT TwRcur..14 ROOF TO ROOF • TOP AIR INTAKE HOOD: GREEN I-FECK • 1.141 THROAT AREA 100 THROAT SIZE 12X/2. STATIC PRESSURE DROP .03 4/ 400 C1 • EXHAUST DUCT 'THROUGH ROOF TO A GOOSENECK FITTING_ ,0 REFRIGERANT PIPING TIGHT ON WALL UP INTO ATTIC SPACE TO TIE AIR HANDLER. PROVIDE INSULATION AS REQUIRED PER ENERGY" CODE. SIZE PIPING FER A44 UNIT MANUFACTURERS INSTRUCTIONS. 4l fR DEVICE SCPEDULE D-1• MODEL Di. DIRECTIONAL DIFRISERS, BY APETIOSTAT, OR EQUAL. D-2: MODEL DF DIRECTIONAL DIFFUSERS, ST AHEMOSTAT, OR EQUAL R-I: MODEL GCSOL FOR LAY-IN CEILING, BY AHEMOSTAT, OR EQUAL. E X I FAN SCI EF-I: DIRECT DRIVE (CEILING MOUNTED EQUAL TO GREENHECK INLINE EQUAL TO GREEN-ECK (SP.) R-I D.2 200 CR1 • 025° Sp_ I-4 VAC PLAN 2444 to. 40 1;.10-/`1, IN-LINE , 200 CR1 • 025" S.F. 6-1 8,03 12xIS ISO' 1, I Eke THERMOSTAT cl) 6-0 D I 6 SPLIT SYSTEM EAT PUMP SCPEDJLE: 4, CONDENSING UNIT TRANS MODEL TILRO30C100A 200/230 VOLTS,. I PHASE. LRA, 15 AMPS S AIR HANDLING (NIT. TRANE MODEL TUJM=036cI4 AUXILIARY ELECTRIC HEAT Mg, KUJ SEER: 10.635, COF: 3.00 RATED COOLING 25000 RATED HEATING. 28,800 CFM: 1200 D-I 6x* 80 x SLON 6" CONCRETE PAD FOR CONDENSER UNIT GENERAL NOTES 1 51 A. LINE SUPPLY 4 RETURN AIR DUCT MANS WITH I DUCT LINER INSULATION BRANCHES TO DIFRISER5 SHALL BE WRAPPED UNLESS. ExPOSED. B. PROVIDE INSULATION ON ALL DUCT WORC AS REQUIRED BY THIS DRAWING 4 45 PER ENERGY CODE. Q CONDITIONS SHOUN ON TI-E PLANS RELATIVE TO THE WORK TO BE PERFORMED ARE BASED ay TIE BEST, INFOWATION AVAILABLE BUT ARE SUBJECT TO VERIFICATION. VERIFY LOCATIONS AND ELEVATIONS OF UTILITIES_ CORRECT CTICIENICIE5 CAUSED Sr FAILURE TO FEWORM SUCH vERIFTCATION5 AT NO EXPENSE TO rIMEDIATELY NOWT ENGNEER OF CONDITIONS IN CONFLICT WITH THE PLANS. D. COORDINATE INSTALLATION OF DUCTWORK, EQUIPMENT, ETC. WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL SYSTEMS PRIOR TO INSTALLATION E. PROVIDE CEILING ACCESS PANELS FOR ALL DUCT DAMPERS OR CONCEALED voLume DAMPER REGULATORS LOCATED ABOVE INACCESSIBLE CEILING SYSTEMS. PROVIDE INSULATION ON ALL DUCT SYSTEMS AS FER THE LATEST EDITION OF THE SOC. AND THE NONRESIDENTIAL ENERGY CODE. PROVIDE MINIMUM R-3.3 DUCT INSULATION ON ALL SUPPLY AND RETURN DUCTS tUITI4111 TFIE CONDITIONED SPACE_ INSULATION NOT REQUIRED FOR RELIEF OR EXHAUST DUCTS. G. MECHANICAL CONTRACTOR TO PROVIDE ALL DUCTWORK TRANSITIONS AS REQUIRED. PROVIDE MECHANICAL E0.11PMENT, DUCTWORK, AND MATERIALS IN ACCORDANCE WITH AFPLICABLE CODES, REGULATIONS, STANDARDS, AUTHORITY HAVING JURISDICTION'S REQUIREMENTS AND AS OTHERWISE RECOM1ENDED OR DIRECTED Sr MANUFACTURERS. VERIFY SERVICE ACCESS TO ALL EQUIPMENT AND PROVIDE CLEARANCES AS DIRECTED BY MANUFACTURERS. T: INSTALL THERIOSTAT5 AT 4'-0 4F.F. FER ADA REQUIREMENTS UNLESS OTHERDISE NOTED ON DRAWINGS. 1 / 9 w 16 t 1 '1 0 zIE ! ,11 9 Lk: 9 hi tj 4 RECEIVED CITY OF TUKWILA NOV 1 3 2001 ILI' ti 6 PERMIT CENTER , -§ I-. 9 w DAIS NOV 2001 I MAUS Calvin Jordan Associates, Inc. ARCHITECTURE URBAN PLANNING LANDSCAPE ARCHITECTURE 15040 PS 55050 81 INENDUE. WA 96067 Paz (426) 50 4667 01 WO 643 323 g—Naa esebellasetocea KEY INDEX 11■1111111111M111111=111■ QUIK PARK OFF-AIRPORT PARKING FACILITY 3610 S 15811-I STREET TIJICWIIA, WASHINGTON HVAC PLAN 11■■moommommomm SHEET 143 LF 12" SD S =5.2•. W -IN RIM 3 .. I .50 CB TYPE 1 RIM 337.95 IE 334.70 18 LF i12" SD S= 1.5% 3 74LFi12" SD =. 3.9% 3A WCB 5 B TYPE. 1 RIM 346.11 IE 341.00 108 LF 12 " "5 S= 2.4'. B TYPE "1 RIM 342.07 IE 337.85 98'.LE.12" SD:S=..0.8% SCALE IN' FEET E TYPE 2 CB WITH OIL WATER SEPARATOR Q1 CB 1 TYPE 2, 54"W 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) 1 17 F12" SD S1 % IE 344.17 IE 342.08 8 LF 18" SD S = 8.3% A ' CB TYPE 2, 54"W RIM 348.00± IE 344.83 (S) IE 340.90 (N) INSTALL OIL -WATER SEPARATOR PER COY OF TUKWILA PER DWG. NO. DS -13 & DS -6 WCB1 CB TYPE 1 RIM 355.36 IE 352.86 l A INSTALL FLOW DISPERSIAL PIPE PER DETAIL B C CB TYPE 11 RIM 351.0 ± IE 345.98 (S&N) CONSTRUCTION SEQUENCE IE 347.90± (6' EXIST.) 1. CONTRACTOR TO SCHEDULE AND ATTEND PRE - CONSTRUCTION MEETING WITH CITY OF TUKWILA, GEOTECHNICAL ENGINEER, CIVIL ENGINEER AND UTIUTY 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 UNE_ 4. CONSTRUCT CURB & GUTTER AND SIDEWALK PER PLAN. 4. FILL AND GRADE SITE. 5. PRIOR TO PAVING SITE, CONTACT COY 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. CB ; 3 CB TYPE 2, 48 "4 RIM 354.30± IE 347.30 (N &S) 08/01 09/01 DRAINAGE REVISIONS FLOW DISPERSIAL PIPE NWC RC ' W 1/4, SEC 22,1 TWP1 23 R 4 E, W! M: MATCHLINE -SEE SHEET P12 Perteet Engineering, Inca CB TYPE 2 RIM 363.76 IE. 360.26 (NE) IE 360.16 (S & NW) 0209 Bridgeport Way SW, Suite C -1, Lakewood, WA 98499 (253) 984 -7138 A 71.20 363.90 (S W) 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: Drown By KMH Designed By NWC, RC Approved By Dote 08/01 08/01 08/01 DRAINAGE NOTES lO REMOVE EXISTING DRAINAGE STRUCTURE, O REMOVE EXISTING DRAINAGE PIPE O CONNECT TO EXISTING DRAINAGE STRUCTURE 0 INSTALL EXTRUDED CEMENT CONCRETE CURB TYPE 6 O CONNECT EXISTING PIPE TO CATCH BASIN INSTALL CLEAN OUT AT 300 FT INTERVALS CONNECT TO EXISTING 18" CMP WITHI FERNCO COUPLING. SCALE Project _ Number - INSTALL CURB & ASPHALT OVERLAY. REGRADE TO DRAIN TO CB AS SHOWN I ga 34_ 6' DRAIN PIPE 340- 42� 6" PERFORATED - UNDERDRAIN PIPE QUIK PARK OF WASHINGTON LLC OFF - AIRPORT PARKING STORM DRAINAGE PLAN I RECEIVED CITY OFTUKWI A J NOV 1 3 2001 PERMrrCENTER APPROVED UNDER PERMIT NO MIO1 -1 I FOR INFORMATION ONLY SHEET P11 OF LIMIT OF'TYP i � �' P .- & ASSOCIATES ON SITE FLAGGING 5039 S.F. 22,, TWP 23, R 4 E, W. 36 34 320 300 - -a FINISH BADE STA 10 +93 CLEAN OUT RIM. 350.40 I.E. 334.67 CONSTRUCTION NOTES Q KOR -N -SEAL BOOT PIPE CONNECTION, OR EQUAL GENERAL NOTES 1. SEE SHEET P35A FOR DETAILS 30 60 90.. SCALE IN FEET f( �y:., = q31 APPROVED UNDER PERMIT NO. MI01 -132. FOR INFORMATION ONLY 8 +00 9 +00 10 +00 11 +00 12 +00 Perteet Engineering, Inc. 10209 Bridgeport .Way SW, Suite Cl -, Lakewood, WA 98499 (253) 984 -7138 14 +00 Drawn By Dote KMH 10/01 Designed By JJK 10/01 Checked By RSH /RC .10/01. Approved By SCALE H V :1 " =15'. Project Number aan� 15 + Do 16 +00 QU1K PARK OF WASHINGTON LLC OFF— AIRPORT PARKING RECEIVED SEWER PLAN & PROFILE CITY DFTOK NOV 1 3 2001 17 +00 SHEET P35 OF 60 20 00 o - -�_- 2" SD LINE . 102 �'' _ - r-- - - - - -- -____� ALL FINISH GRAD IT STA 11 20 ■�� ■■ i i� � UT I = 0 0476 }7 I S 1 0 .047E F �V Ta ■ ' 1 �' -�- -- 12 .92 NE7 EL36.38 I : RIM. 3'8 20 I E. 33 37 ` _ - , IM 27 5 E 327.85 ExI51ING STA 3 +36 l > j ■■ 16 j A 9 ' T 37 S = 1.0476 1 �����Ils+ /FTJ ® -- ___�- ���= '� EEL CAS ■ . arkindilill �E SHE :T R3 ■: - -_--_ 0476 - C - JFl ® - - S! I - - T00- - - - 6° ::•. _ 13 M RIM. 00 i 3.08 �� — _. - -- _ -T- T � '� �1 0 LEAN 0 IM. 324 - -- SD u - G • 04 - - - E -_ ? TA 15+ _ •D LINE � = lini0=30.24„,Nrim=...05 J , 04 STA 48" 09 :. ! . INES Ff ALL S• •Y XIST SS = ; I , H I s, _ E - T -- I (CLEAN 0 (RIM. 321 t T - I i , MANHOL' RIM 318 31809 44 L I6" P V S - 0.105 FAN OUT LD FIT 'ATION, ' IM Y I.E. ■ S RI +18 . 36t3 MANHO RIM.359. _ ■ 111 AMIE ® S ® ' • PVC 0.04 FT . /FT ®® 0 T0 LF S 0 C pV 0 476 a 1 I I I 12 SD' LINE I LIMIT OF'TYP i � �' P .- & ASSOCIATES ON SITE FLAGGING 5039 S.F. 22,, TWP 23, R 4 E, W. 36 34 320 300 - -a FINISH BADE STA 10 +93 CLEAN OUT RIM. 350.40 I.E. 334.67 CONSTRUCTION NOTES Q KOR -N -SEAL BOOT PIPE CONNECTION, OR EQUAL GENERAL NOTES 1. SEE SHEET P35A FOR DETAILS 30 60 90.. SCALE IN FEET f( �y:., = q31 APPROVED UNDER PERMIT NO. MI01 -132. FOR INFORMATION ONLY 8 +00 9 +00 10 +00 11 +00 12 +00 Perteet Engineering, Inc. 10209 Bridgeport .Way SW, Suite Cl -, Lakewood, WA 98499 (253) 984 -7138 14 +00 Drawn By Dote KMH 10/01 Designed By JJK 10/01 Checked By RSH /RC .10/01. Approved By SCALE H V :1 " =15'. Project Number aan� 15 + Do 16 +00 QU1K PARK OF WASHINGTON LLC OFF— AIRPORT PARKING RECEIVED SEWER PLAN & PROFILE CITY DFTOK NOV 1 3 2001 17 +00 SHEET P35 OF 60 20 00 DATE AUG. 29, ',2001 Call before you Dig" 1-800-424-5555 UNDERGROUND SERVICE (USA) JOB NUMBER 01156.00 40 15- 8" D.I. USE VERTICAL BENDS AS NECESSARY TO ACHIE GRADE IN THIS AREA 26LF -6" D.I. SEE DETAIL #1 — •.„ ,( 1 -8" TEE, FLxFL 4 _ 2 -8" GATE VALVES,:�FLXMJ 1 -B ADAPTER, F1 44J 1- THRUST 'BLOCK DESIGNED LIAR DRAWN DRD tAENT (TIP) CONNECT TO EXIST. 6" C.I. 1 -8 "x6 " , REDUCER, MJxFL 1 -6" 45' BEND, FLxMJ 1 -6" 45° BEND, MJxMJ MJ SLEEVE 2- THRUST BLOCKS INSTALL 20 LF 16" STEEL CASING UNDER WALL DETAIL *1 N.T.S. 1-8"x6" TEE. MJxFL 1 -FIRE HYDRANT ASSY 1- THRUST BLOCK REVISED CONNEC11ON @ NW CORNER ji I HAD MAIN S 60TH S1 7 _ I I H 11 I J = _ _ !1. t 1 _.r4 -.. _ -J Ow 5.1,00 2- r-GA1E VALVES, FLAW 1 -8" TEE, FLxFL -R " 1-8" BLIND FLANGE RUST BLOCKS 8" 90' BEND, RJ WI THRUST BLOCK UNDER WALL 8 90' BEND, RJ WI DRAG BLOCK Engineering Planning Surveying Penhallegon Associates Consulting Engineers, Inc. 750 S#h Street South Ki I° NA 98033 w p ceen PH (451 827 -2014 7 -800 945 -80.08 FAX: (425) 827 -5043 RETAINING, WALL' SECTION A SCALE: NTS f `i 17LF8D.I - 45_ -8'- BEND,' MJ 1- THRUST BLOCK 1 -8"x6" REDUCER, RJxFL 1 -FIRE, HYDRANT ASSY. INSTALL STEEL CASING King County Water District 1 -8 TEE, ktxFL HALT BEND. MJ 1 -8 1 -45 1 - ADAP T ER MJ 8" " ADAPER, J 1- THRUST BLOCK 1 -FIRE HYDRANT ASSY. BLOCK DETAIL #2 REFERENCE INFORMATION FIELD BOOK: XX -X SURV CPU FILE: ^ T XXXXXXX.DWG Ls - REMOVE EXIST. HYDRAN 8" D.I. 10" D.I. 3 C 3IE* 6 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 QUICK PARK WATER EXTENSION GRAPHIC SCALE 0 20 ao INT ME NO = � ( FEET) I Sash = 40 feet Approved By King County Water District No. 125 Date : 9/4/01 BO C Receive) FTUILA NOV 1 3 2001 PERMITCENTER 2 S •OLY !AVM MAIN IS N D.L. OTHERWISE REA SADDLE W/ CC THREAD I 8TD DETAIL Na 7 ACE.. Planalne tm • wuw 8/4 3 1• DOMESTIC SERVICE DETAIL PLOT DATE INg•ii, map. a I m Ams Zang County Water District No. 125 DESIGNED LIAR SPAWN I`.RW ANGLE METER STOP F.I.P. x METER RARE MUELLER H- 14286 CONCRETE METER BOX W/ TRAFFIC UD NO. 2 FOOTTE OR EQUAL SENSUS SEALED REOMER METER (MUBIDFFET} W BE SUPPLIED Bl' DEVELOPER ANGLE CHECK VALVE METER FLANGE x F.I.P. MUELLER H -14244 MUELLER 18428 MALE ADAPTER WISH MADE a COMPRESSION CONNECTION, MUELLER 90• ELBOW ELP. x FIP. DOUBLE STRAP SADDLE SMTH BUN COPPER TUBING OR ROM. NON COMPRESSION CONNECTION. WATERMAN YUElAIIt 110 z MAP. H -15428 4A55 52 90° ELBOW CQP. SHOP FIP. x FIP. TAPER BY M.I.P. MUELLER H -9969 CLOSE NM. BRASS PRIVATE SFRMCE PIPE 1 STD. DETAIL No. 2 55 1 -1/2 3 2• DOMESTIC SERVICE DETAIL > oaussIsa vex Tang .County Water District No. 125 Engineering Planning Surveying Penhallegon Associates Consulting Engineers, Inc. 70 Sixth Street South Kirkland, :98033 . www P r . 9 s c^ m (Orr. 3' t Mmr. 5V F _ S <OIt7Z • at ima.NT TO BE PANTED ,■■1 TWO COATS OF' RUSIOUBAr gig NUN S. NOW W6 PM TO ESARL YELLER /A-2M15 HYDRANTS S COWRY. ATLWA SPECFMATIONS C 502 -sk SHALL BE OpWR� TEE ND SHALL IRATE A TWD IRE E MEMO. ftAME MIN SELF O 7FW� AT B E OATH FACTORY OR TI E D S O SHIL.HAVE A DRY =BET Y1M iAC1ORY Fl1ED IEERYFt 50 cNG APPBO To O OF M I STEAL T THE 141T T S'OP GE a SA OF HAW A EACH 7E 7XE N1D 6 TER/ SNAIL HAYE.A BRASS SLEEVE q C LTIIMiY SEE ' TEN FAMED PAW.. OMB At P�i°rww�er t w. PEA GEUVEE art 2 - S / III jANCOI �; NA9em Boat C s/� ro 37 ASPN L E ED Nn.sMaa CONO BLOCIONG RD➢S B UNDLSmFBED DN , 1X7'%3 SOB. NOTES SEE MECO. LINVISTIMBED FLAME MPH SQL. HYD RANTS SHALL BE EQUIPPED WTH I2 T N5.x 105E PS AM OE 4 SIDINZ IIIZA C15aM,ttE PORT, AND STALL HAVE A 1 4 PENTA GON 1 OPERA CRI E k RUE C G RADE O BE CRIER I BOITO1 CONNECBON AND 5,1/4 MAIN VALV£. OPEIaUG ND:SMLL HATE 78 ABO1E GRADE LOVE W BE W1®R OF liE PUMPER DISa1MGEPOtT. i INHERE N o QUR8 t OURER IS INSTALLED, FTE HSRSc SHOAL BE LOGTED tu ROA7101 W SRiffT L911ER L■EL CLOS ro PR OPERTY UNE H Y DR ANT OUST 110NS ro BE PER `TI65 STAMARO PLAN MO REOLI INNS 6'RAItA Y ■EGPAL:,ImE 1424 NO. CITY ORDINANCE OR CITY OF gi1TM : . PE01i 1QtIS. N' EAST dTIES.OF SEATAC AND TUKWILA SST KING COUNTY 87D. DETAIL NO. 8 WEDGE GATE VALVE CAST IRON TEE W 9 Q • igeS FIRE HYDRAN ASSEMBLY DETAIL war An nn King County Water District WATER DISTRICT NO.125 STANDARD NOTES: 1. APPROXIMATE LOCATIONS OF EXISTING. UTILITIES NAVE 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, B16.2,1 816.4 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 UVE TAPS TO BE MADE BY CONTRACTOR. WD #125 SUPERINTENDENT AND ENGINEER MUST BE NOTIFIED 48 HOURS IN ADVANCE. 10. CAST IRON MECHANICAL JOINT SLEEVE COUPLINGS REQUIRED. 11. TAPPING SLEEVES SHALL BE MUELLER CAST IRON, JCM EPDXY COATED STEEL,' OR ROMAC SST WITH STAINLESS STEEL FLANGE. 12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL ' EXISTING PIPE TYPES AND SIZES FOR COUPLINGS CONNECTIONS, CUT -INS, AND UVE TAPS.! DATE SORV. (7U' FILE: XXXXXXX.DWG, SCALE MAY, 2001 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 3 '1 /2 FOOT MiNIMUM COVER OVER ALL WA PIPES. DEVELOPER TO PAY FOR. STATE, COUNTY AND CITY INSPECTION FEES. ALL METER LOCATIONS TO BE COORDINATED tWIN WATER DISTRICT NO. 125 SUPERINTENDENT. ALL EXISTING FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMENCEMENT OF CONSTRUCTION, NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY IRIS WD #125 SUPERINTENDENT OR DISTRICT ENGINEER. REFER TO WD #125.'.CONDITIONS AND STANDARDS, FOR ALL REMAINING NOTES AND DETAILS. PROVIDE 3/4" SERVICE LINE AND TAP CONNECTIONS FOR EACH EXISBPIG WATER METER. MAXIMUM ALLOWABLE OPEN TRENCH SHALL BE 80'. STOCK PILES SHALL BE COVERED DURING ALL PERIODS OF PRECIPITATION_ MODIFIED PROCTOR COMPACTION AND MOISTURE CONTROL TEST REQUIRED AND COPIES OF TEST REPORTS SUBMITTED TO THE DISTRICT ENGINEER. ALL COMPACTION UNDER PAVED AND TRAFFIC AREAS SHALL BE 95% MAXIMUM DENSITY MODIFIED PROCTOR PER ASTM D -1557_ ALL OTHER TO BE AREAS 90% MAXIMUM DENSITY MODIFIED PROCTOR. ALL VALVES, FIRE HYDRANTS AND SERVICES TO THE METER STOP TO BE INCLUDED AS PART OF ALL PRESSURE AND PURITY TESTS. NO EXCEPTIONS. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA REQUIREMENTS. ALL PIPE AND APPURTENANCES TO BE TESTED WITHIN 10 FEEL OF ANY CONNECTION': POINTS UNLESS OTHERWISE APPROVED BY ENGINEER, CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, VALVES OR OTHER APPURTENANCES WHERE INTERNAL FORCES REQUIRE RESTRAINT. BLOCKING SHALL BE IN ACCORDANCE WITH WATER DISTRICT NO. 125 STANDARDS. THE TESTING AND DISINFECTION OF THE WATER SYSTEM SHALL BE WITNESSED BY WATER DISTRICT NO 125. REFERENCE INFORMAiION FIELD BOOK:' ` XX -X QUICK PARK WATER DETAILS RECENED CITY OFTUKWILA NOV 1 3 2001 PERMIT CENTER JOB NUMBER 01156.00 DYE NO.:P115NECDWG Ott GUMD PER POST ‘-0 EL G 6lENEE GROUND AROAROUND fWE tiwRANT ' _ :t: : : if_ B B NpEm NEW RATED F OF WATER YAW L. THAT ARE UNM SAT VA CTOR FLUSH( A DISIfDDUBON .SYSTEM TER( LO BE FLUSHING. RED C O NTAL D AND . tNE ADDITION. HAS VALVE BOX TO BE OLYMPIC FOUNDRY OR EQUAL E ARS TO BE ALIGNED NTH PIPE LINE FOR ITV: - 22H' - 30' BOLDS OALYAN RCOS N . HP CLAM SIEB). TWEAGED RDDS AID HP CLAMS 01 D T::: CFI SIMMER '.I� t� INTERIMS OF AU_ PPE NO trims USED R DE. CONNECTION SWABBED SPRAYED WITH .A 1% PREVENTION ASSEMBLY. FEBC IMEL B2. 2. OR APPR EQUAL - N EW �, , ■ ■1 • / F� mt .. U :' I ' -IOU •. � ONI M I FLI..ALTERNATIVES / DISCHARGE I IN I I I � AL I ` � N _ 1 I - I L r MI 3'-D' 10 18 19 -zo' 24 nY. S 6o tiYa 22H tlg ftig • Fgg zze a3D ,28 320 =44 gn, RR glA ggg gg;_g5,2 .7,r4 T,:V2 21T g g - 4 S tg o44 g`A g 6 l` i�1 - i� I•� MARKER DI '� VALVE POST E LEVAT ION _ P LAN 411 Y.K..1‘.0:t1,_,MatikIsti ^. " . ggRAggVg Os .T (R - 4 ° . MIN. OVERLAP I (• I ® � - i - - -' 1.114111111 C II� II D I /( _[ r UPI.- :.. suasitss j f saL / / / � sours YET/W. STOCK / f _ MI iY,>y�Ya -- a' uw. .- CUT -..1 -..1 'p �l N HOTE4 0 WARD POSE MULL BE CONCRETE OS. e° OIA11 PoSFS SHALL FE 3 fFEi FROM 11E CENTER CF TIE HYLTANT i' , 1 �/ 19 mI■.- vI,.,l NOTES 1. muss AREA OF CONCRETE 7NRU5T -BIOOC B.. Oi 20o P 9 S A UND P . M SAFE SOLI a AmD W. W. u. EELD 22 1/2' BEND GE 2000 POROS PER SOME FDOT. 2 AREA MUST BE ADAISIED FOR OTHER PPE SITES, PRESSURES AND SOL' COMMONS BLD 3 CONBLOOMS wc SIISHALL t EE CASs W PLACE AID E - ACANST TIE FlTOUG. 4 BLOCK SNAIL BEAR AGAIN iDBNGS ON 9W1 A CIEM F JOINTS ro PEORT TAIOD UP °�""' GE's 5. COHIRACTOR SHALL INSTALL BLOCIOUG ADEQUATE �I,,,'�� TO WTNSTAM FULL TEST PRESSURE AS WELL. AS m CONTINUOUSLY WRIST*. OPEDATIOU PRIMATE MDEIR ALL CONDITIONS OF STRWCE, 11 1/4' BEND 6. THRUST BLOC( IS CONSIDERED TO ACT AS A SPREAD FWTW THEREFORE HOG. OF BLOCK MUST BE EON. m OR LESS MAN T/2 TE DEPTH FROM ME GROUND SURFACE ro 1HE S.00K'S BASE VERTICAL BLOCKING FOR 45 BENDS.. - ! : . / 0. D , ON F:/ Ig t 3 l E1PORARY LEST EE O 251, 4PR.Y HOSE TEMPORARY CLIP �- OR RIB` - 1hV '1 NEW MOUNT BAY BE USFB FM PPE I VIM VIM OFiO F 71E DID PPE I �.1 I I I ' r� ' E Y lP. H _ _ - _ 1----__-, _ - 3/B' SEF SCREW I 2 1/4 SQUARE INSIDE YEASI1flEI11DNT. N` 2 .TRUE 7 5;2:ig = * gU4 20 . t0 45 \ \ i � 6 lin �+ .,. _ 1 /.A - AND .....L NOT BE W DIRECT L4E VADI ANY DISCHARGE PERIL POSTS SHALL BE 6 FEET 1.011G 3-J t/2 FEET SHALL FE BLEED. PANED F■!mR SHALL BE AS FIR INSH tIiS VALVE YAHOOS POST FUME OR APHtAMR.. FOR HYDRANT EQUAL PAINT As s F GUARD POST. PANT DLSTANLE FROM THE VALVE YARIOR m TtE VKVE ON 7FE POST WITi1 BLACK DUAML PANT, USING YHVH MLA/ERNS �,� I I I I I Il- t /B' Mw. THI(](NESS A VALVE OPERATING NUT EXTENSION. NOTE: 3C. CONCRETE BLOOMS BASED ON 200 PS. PR 2000 PSF AT ESS A 2600 BEANNG CAPApTY. S CONCRETE AND N. SOLI • 90° VERTICAL PPE LARGER A 451 L AND DaOO If74; 22TT - BADS NOT ALL.. THAN a INCH. DIA 1`� NEW WATER HYDRANT TEE 1E11PORARY CAP 10' MAX. NOTES 1. EXTENSIONS ARE REWIRED WHEN THE VALVE :.NUT .IS MORE THAN 5 FEET BELOW FINISHED GLADE 2 ONLY ONE EXTENSION, MINIMUM OF 3. FEET LONG, TO BE USED PER VALVE. 3. MAXIMUM DISTANCE BETWEEN OPERATING NUT OF EXTENSION AND FINISH. GRADE TO. BE 2 FEET. ARE TO BE MADE OF STEEL AND PAINTED WITH TWO COATS OF METAL PA 4. ALL EXTENSIONS NT , OR PLUG TEMPORARY TEST BLOCJON - FILL I STD. DETAIL No. 7 STD. DETAIL No. 8 I STD. DETAIL No. 8 7 7ME QUANTITY OF CONCRETE DEPENDS UPON HALE DLSEANCE EEiWED1 THE PIPE AM ME UNDIMMED SOL I STD, DETAIL No. 8 - HYDRANT IN CUT /FILL AREA I STD. DETAIL No. 4 FWEAH eon Awooktr Inglomx, Boo. VALVE MARKER / D UARD PO8T8 u ,; (Gag District Water.. District Na. 125 P P.... p /sdAW fSxd MN1L ,Iw..e PLm1c a,...... HORIZONTAL THRUST BLOCKING DETAIL d1 T I., l 'i Count W ': Districts i Na No .'.,125 y'L-E P mNDYOU: nmlFlr a RO.PDNnY. �Wo.w, : . r sum. I...+..:.. ��,� VERTICAL THRUST BLOCKING DETAIL S TABLE : , „ . Count y rate District. Water No. 125 LIWABrm 1saYfi ,, i LQ . . � WATER MAIN FILLING DETAIL ', c Fa ng.. County Pa'A:Bgcc CNN U!>r(LD m °�- -�-°. amwua.... VALVE EXTENSION DETAIL King County Water District �. N. 125 war tux :A.,. a ,..w a rm. a m.o '. I..... I Pa I � I a:naa r.w.me,.. Rarer vro. awe o..1wK � T. I. I KM oa a.re =nv..' ow,.N a ura a<a® K., .a. �� I'. I a..c Oar o .>E :nrw au w aural auras .. K.,, � a,I,�a I � I rear AwWrm. TswdBer to.... � aAre sn./ wuw a m ® a a� m wm aae, �rwE... i. Voz�+.ra�wwaor..� w,E .,w�An Water Di strict Na No. ,125 �. ,s , r v�a.w =r =��a\.1am>e , I MP wnr :Oar ,s : „x..aa wavA. awee. oA,E Nxvxo war: rur xulr yrn.N.:waw.mrs � „ewlm K,s � Vas..�.nuawsmr. 2 S •OLY !AVM MAIN IS N D.L. OTHERWISE REA SADDLE W/ CC THREAD I 8TD DETAIL Na 7 ACE.. Planalne tm • wuw 8/4 3 1• DOMESTIC SERVICE DETAIL PLOT DATE INg•ii, map. a I m Ams Zang County Water District No. 125 DESIGNED LIAR SPAWN I`.RW ANGLE METER STOP F.I.P. x METER RARE MUELLER H- 14286 CONCRETE METER BOX W/ TRAFFIC UD NO. 2 FOOTTE OR EQUAL SENSUS SEALED REOMER METER (MUBIDFFET} W BE SUPPLIED Bl' DEVELOPER ANGLE CHECK VALVE METER FLANGE x F.I.P. MUELLER H -14244 MUELLER 18428 MALE ADAPTER WISH MADE a COMPRESSION CONNECTION, MUELLER 90• ELBOW ELP. x FIP. DOUBLE STRAP SADDLE SMTH BUN COPPER TUBING OR ROM. NON COMPRESSION CONNECTION. WATERMAN YUElAIIt 110 z MAP. H -15428 4A55 52 90° ELBOW CQP. SHOP FIP. x FIP. TAPER BY M.I.P. MUELLER H -9969 CLOSE NM. BRASS PRIVATE SFRMCE PIPE 1 STD. DETAIL No. 2 55 1 -1/2 3 2• DOMESTIC SERVICE DETAIL > oaussIsa vex Tang .County Water District No. 125 Engineering Planning Surveying Penhallegon Associates Consulting Engineers, Inc. 70 Sixth Street South Kirkland, :98033 . www P r . 9 s c^ m (Orr. 3' t Mmr. 5V F _ S <OIt7Z • at ima.NT TO BE PANTED ,■■1 TWO COATS OF' RUSIOUBAr gig NUN S. NOW W6 PM TO ESARL YELLER /A-2M15 HYDRANTS S COWRY. ATLWA SPECFMATIONS C 502 -sk SHALL BE OpWR� TEE ND SHALL IRATE A TWD IRE E MEMO. ftAME MIN SELF O 7FW� AT B E OATH FACTORY OR TI E D S O SHIL.HAVE A DRY =BET Y1M iAC1ORY Fl1ED IEERYFt 50 cNG APPBO To O OF M I STEAL T THE 141T T S'OP GE a SA OF HAW A EACH 7E 7XE N1D 6 TER/ SNAIL HAYE.A BRASS SLEEVE q C LTIIMiY SEE ' TEN FAMED PAW.. OMB At P�i°rww�er t w. PEA GEUVEE art 2 - S / III jANCOI �; NA9em Boat C s/� ro 37 ASPN L E ED Nn.sMaa CONO BLOCIONG RD➢S B UNDLSmFBED DN , 1X7'%3 SOB. NOTES SEE MECO. LINVISTIMBED FLAME MPH SQL. HYD RANTS SHALL BE EQUIPPED WTH I2 T N5.x 105E PS AM OE 4 SIDINZ IIIZA C15aM,ttE PORT, AND STALL HAVE A 1 4 PENTA GON 1 OPERA CRI E k RUE C G RADE O BE CRIER I BOITO1 CONNECBON AND 5,1/4 MAIN VALV£. OPEIaUG ND:SMLL HATE 78 ABO1E GRADE LOVE W BE W1®R OF liE PUMPER DISa1MGEPOtT. i INHERE N o QUR8 t OURER IS INSTALLED, FTE HSRSc SHOAL BE LOGTED tu ROA7101 W SRiffT L911ER L■EL CLOS ro PR OPERTY UNE H Y DR ANT OUST 110NS ro BE PER `TI65 STAMARO PLAN MO REOLI INNS 6'RAItA Y ■EGPAL:,ImE 1424 NO. CITY ORDINANCE OR CITY OF gi1TM : . PE01i 1QtIS. N' EAST dTIES.OF SEATAC AND TUKWILA SST KING COUNTY 87D. DETAIL NO. 8 WEDGE GATE VALVE CAST IRON TEE W 9 Q • igeS FIRE HYDRAN ASSEMBLY DETAIL war An nn King County Water District WATER DISTRICT NO.125 STANDARD NOTES: 1. APPROXIMATE LOCATIONS OF EXISTING. UTILITIES NAVE 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, B16.2,1 816.4 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 UVE TAPS TO BE MADE BY CONTRACTOR. WD #125 SUPERINTENDENT AND ENGINEER MUST BE NOTIFIED 48 HOURS IN ADVANCE. 10. CAST IRON MECHANICAL JOINT SLEEVE COUPLINGS REQUIRED. 11. TAPPING SLEEVES SHALL BE MUELLER CAST IRON, JCM EPDXY COATED STEEL,' OR ROMAC SST WITH STAINLESS STEEL FLANGE. 12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL ' EXISTING PIPE TYPES AND SIZES FOR COUPLINGS CONNECTIONS, CUT -INS, AND UVE TAPS.! DATE SORV. (7U' FILE: XXXXXXX.DWG, SCALE MAY, 2001 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 3 '1 /2 FOOT MiNIMUM COVER OVER ALL WA PIPES. DEVELOPER TO PAY FOR. STATE, COUNTY AND CITY INSPECTION FEES. ALL METER LOCATIONS TO BE COORDINATED tWIN WATER DISTRICT NO. 125 SUPERINTENDENT. ALL EXISTING FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR TO COMMENCEMENT OF CONSTRUCTION, NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY IRIS WD #125 SUPERINTENDENT OR DISTRICT ENGINEER. REFER TO WD #125.'.CONDITIONS AND STANDARDS, FOR ALL REMAINING NOTES AND DETAILS. PROVIDE 3/4" SERVICE LINE AND TAP CONNECTIONS FOR EACH EXISBPIG WATER METER. MAXIMUM ALLOWABLE OPEN TRENCH SHALL BE 80'. STOCK PILES SHALL BE COVERED DURING ALL PERIODS OF PRECIPITATION_ MODIFIED PROCTOR COMPACTION AND MOISTURE CONTROL TEST REQUIRED AND COPIES OF TEST REPORTS SUBMITTED TO THE DISTRICT ENGINEER. ALL COMPACTION UNDER PAVED AND TRAFFIC AREAS SHALL BE 95% MAXIMUM DENSITY MODIFIED PROCTOR PER ASTM D -1557_ ALL OTHER TO BE AREAS 90% MAXIMUM DENSITY MODIFIED PROCTOR. ALL VALVES, FIRE HYDRANTS AND SERVICES TO THE METER STOP TO BE INCLUDED AS PART OF ALL PRESSURE AND PURITY TESTS. NO EXCEPTIONS. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH CITY OF TUKWILA REQUIREMENTS. ALL PIPE AND APPURTENANCES TO BE TESTED WITHIN 10 FEEL OF ANY CONNECTION': POINTS UNLESS OTHERWISE APPROVED BY ENGINEER, CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, VALVES OR OTHER APPURTENANCES WHERE INTERNAL FORCES REQUIRE RESTRAINT. BLOCKING SHALL BE IN ACCORDANCE WITH WATER DISTRICT NO. 125 STANDARDS. THE TESTING AND DISINFECTION OF THE WATER SYSTEM SHALL BE WITNESSED BY WATER DISTRICT NO 125. REFERENCE INFORMAiION FIELD BOOK:' ` XX -X QUICK PARK WATER DETAILS RECENED CITY OFTUKWILA NOV 1 3 2001 PERMIT CENTER JOB NUMBER 01156.00 DYE NO.:P115NECDWG , File: DO 1 --- 3(03 35mm Drawin # 4 • 0 0 0 0 N NOTE: ALT. 4 1072 SPACES 70 STALLS ARE ON 5% SLOPE 1002 STALLS ARE ON LESS THAN 3% SLOPE Reference: Base drawing by Perteet Engineering, Inc., dated 5/99. . . . - . •., .•. ••• ..... ••• • ............ I INK-FENCE ......... •• • ..... SITE PLAN FIGURE 2 I I . ITT INCH o CHINA RECYCLE/ 14PSTER- , , ...... ''• --" „.• .... . NoPmE T»4K vau. HAvE ..... ........... ■ •■• ./ .•.. •••••■••••••••••• ...... APPROPRIATE PROTECTION " -"" • ... ••••••■• /. ...... INCLUDING BOLI.ARDS..PER • --"••" M •-•-• / -- FIRE - CODE - REOUMENTS - -•••• . - . ..... 6 1 g 7 , 91. CI. Zi , 01. • 9 9 ti Z • " - • .~........ ........ ..... ....... "' . ........ LE 0 EXPLANATION: PE • • 4, TEST PIT NUMBER AND 1 APPROXIMATE LOCATION 80_ 4 z SCALE IN FEET 160