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HomeMy WebLinkAboutPermit D03-043 - RIVERPOINT CORPORATE CENTER - RENOVATIONThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D03 -043 Riverpoint Corporate Center 18200 Cascade Avenue RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 168 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. RIVERPOINT CORPORATE CENTER U 18200 CASCADE O J F- N LL AVENUE W 0 uj0 g u. • d Z� F- O Z W uj op • N O - W • uj -O w 0 D03 -043 z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7888900170 Address: 18200 CASCADE AV TUKW Suite No: Tenant: Name: RIVERPOINT CORPORATE CENTER Address: 18200 CASCADE AV S, TUKW ILA, WA DEVELOPMENT PERMIT Owner: Name: LIMAR REALTY CORP #34 Address: 1730 S EL CAMINO REAL #400, SAN MATEO CA Contact Person: Name: DAVID HOLMES Address: 777 108 AV NE, SUITE 400, BELLEVUE WA Contractor: Name: G L Y CONSTRUCTION INC Address: PO BOX 6728, BELLEVUE, WA Contractor License No: GLYCOI *01809 DESCRIPTION OF WORK: RENOVATION OF EXISTING OFFICE BUILDING INCLUDING SITE WORK. PUBLIC WORKS ACTIVITIES INCLUDE MINOR LAND ALTERING, EROSION CONTROL /STORM DRAINAGE AND LANDSCAPE IRRIGATION MODIFICATIONS. Value of Construction: 1,025,926.00 Fees Collected: $10,076.57 Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 Type of Construction: V -N Occupancy per UBC: 0016 doc: Devperm Public Works Activities: Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Flood Control Zone: N Hauling: N Land Altering: N Landscape Irrigation: N Moving Oversize Load: N Sanitary Side Sewer: N Sewer Main Extension: N Storm Drainage: N Street Use: N Water Main Extension: N Water Meter: Channelization / Striping: D03 -043 Number: 0 Start Time: Volumes: Cut Start Time: Private: N Private: N ** Continued Next Page ** Permit Number: D03 -043 Issue Date: 04/08/2003 Permit Expires On: 10/05/2003 Phone: Phone: 425 - 889 -3318 Phone: Expiration Date:09 /30/2004 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: N Public: N Printed: 04 -08 -2003 Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or t perfo rk. I am authorized to sign and obtain this development permit. Signature: �,L � Date: Print Name: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Lm AD �R�1L Date: f��D3 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. D03 -043 Printed: 04 -08 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 7888900170 Permit Number: D03 -043 Address: 18200 CASCADE AV TUKW Status: ISSUED Suite No: Applied Date: 02/04/2003 Tenant: RIVERPOINT CORPORATE CENTER Issue Date: 04/08/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835- 1111). 4: All mechanical work shall be under separate permit issued by the City of Tukwila. 5: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 6: All structural concrete shall be special inspected (UBC - Sec. 306(a)1). 7: All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). 8: All high- strength bolting shall be special inspected (UBC - Sec. 306(a)6). 9: Bolts installed in concrete shall be special inspected (UBC Sec. 1701.5.2). 10: 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. 11: 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. 12: Any new ceiling grid and Tight fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 13: Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 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: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 16: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 17: ** *FIRE DEPARTMENT CONDITIONS * ** doc: Conditions D03 -043 Printed: 04 -08 -2003 >..^,cNJ�.. ♦41�: M�..�•� :�,+d.. .:i:4.viw�ia51S 1 ux l 4M43 M�I NV>.ry Mot City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 I Tukwila, WA 98188 / (206) 431 -3670 18: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 19: ** *FIRE EXTINGUISHERS * ** - UFC Article 10 and NFPA 10. 20: Maintain fire extinguisher coverage throughout. 21: 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) 22: 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. 23: 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) 24: Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 25: * ** EXITS * ** - UFC Article 12 26: No point in a sprinklered building may be more than 250 feet from an exit, measured along the path of travel. (UBC 1004.2.5.2.2) 27: Exit doors shall swing in the direction of exit travel when serving any hazardous area or when serving an occupant load of 50 or more. (UBC 1003.3.1.5) 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: Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) 32: Manual operated edge- or surface - mounted flush bolts and surface bolts are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no door knob or surface- mounted hardware. The unlatching of any leaf shall not require more than one operation. (UFC 1207.3) 33: When two or more exits from a story are required and when two or more exits from a room or an area are required, exit signs shall be illuminated. (UBC 1003.2.8.4) 34: * ** SPRINKLER SYSTEMS * ** - UFC ARTICLE 10 - NFPA 13 35: Maintian sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 36: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and doc: Conditions D03 -043 ry +Nrttx*."ix: ny x •,t7:A� Printed: 04 -08 -2003 City of Tukwila • Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recorgnized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1901) 37: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 38: Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 5.5.3.1) 39: Local U.L. central station supervision is required. (City Ordinance #1901) 40: Contact the Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1900 and #1901) 41: ** *FIRE ALARM SYSTEMS * ** - City Ordinance #1646 - NFPA 72 42: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition /relocation of walls, closets or partitions may require relocating and /or adding automatic fire detectors. 43: Maintain fire alarm system audible /visual notification. Addition /relocation of walls or partitions may require relocation and /or addition of audible /visual notification devices. 44: 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) 45: Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) 46: ** *ELECTRICAL * ** UFC Article 85 - NPFA 70 - NEC 47: All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 48: * ** BUILDING CONSTRUCTION * ** - (UFC, UBC) 49: Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 1111.1) 50: When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of Uniform Building Code 803. 51: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of the Uniform Building Code. (UBC 804.1) 52: When fire resistive floor or floor ceiling assemblies are required to prevent the vertical and horizontal spread of fire and smoke, the assembly shall be maintained. (UBC 710.2) 53: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 54: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of doc: Conditions ir: : ..ka to i s iB D03 -043 Vrti:w7'r•SI,00 ct*tro++n Printed: 04 -08 -2003 such condition or violation. City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 55: These plans were reviewed by Inspector 510. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 56: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 57: Contractor shall notify Public Works Utility Inspector at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 58: Any material spilled onto any street shall be cleaned up immediately. 59: Clean and remove debris from City catch basin in and around hauling routes. Provide adequate temporary access as not to interfere with other vehicle movement or cause trucks to travel over curbs. All vehicles must make a complete stop prior to entering public right -of -way. 60: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 61: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 62: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. 63: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 64: All double check valve assemblies shall be approved by the State Department of Health. 65: APPLICANT SHALL SUBMIT BACKFLOW TEST REPORT TO THE CITY UTILITIES INSPECTOR FOR THE fire loop system a State Department of Health approved double check detector valve assembly. This shall be done prior to the Final Inspection. 66: APPLICANT SHALL SUBMIT TO THE CITY Utilities Inspector BACKFLOW TEST REPORT FOR LANDSCAPE RRIGATION DOUBLE CHECK VALVE ASSEMBLY. This shall be done prior to the Final Inspection. 67: No excavation of any kind is permitted into the river dike /levee system for installation of the stairway access to the trail. 68: The Landscaping Declaration and Landscaping Checklist must be completed and returned prior to final landscaping inspection. 69: Any tree pruning shall be conducted by a certified arborist. 70: 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. doc: Conditions D03 -043 VI tit At Printed: 04 -08 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Conditions ,0•W D03 -043 Date: 1 ~ Og p3 Printed: 04 -08 -2003 Site Address: Tenant Name: Name: Company Name: Mailing Address: Company Name: Mailing Address: Contact Person: la pplicationslpennit application (1.2003) 1/2003 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd:, Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** Z o o �i A�12 /&'\ 1- . Pen Mechanical Permit No. Suite Number: Building PermitNo. 5—Cs Public Works Permit No (For office use; only). King Co Assessor's Tax No.: 18 8 8 °/ D - D / 7 - 01 Floor: ew Tenant: .... Yes [..No Property Owners Name: / //,M,4--jt. (Z. (-L- - ( A t2ri Mailing Address: • 1 0 fd F L. l A -Milo fz- lZ. t-pc-- 1 1'0C ' • 7 C � 60f( City Slate D 0 V fi -.'i G /o Go G ti'-'i lidervrE1 Telephone: 1 5%4 "3-- / & Mailing Address: 111 - /O.°' it Ayr. /4 Pp& Ono -L 1..EAf O tL I4 4..q&00 I City State Zip E -Mail Address: cJ Vt o I %lie . Cot. L /Fl h W ci -4L 1-44-14 . e-1r f Fax Number: 1 -/t6"--62- , 7 11 6 , ' L`/ C - .3 c aTl C G I DO — Il (oh �F .s7 LLF L ' 6'1 I4 g &oo4 City State Zip Contact Person: ? 0 61L$-. 3fr1t -. Day Telephone: y z5- 4 "5 -13 877 E -Mail Address: 17p re. C h LY , Go?-► Fax Number: 1 -7 1 Z5 -- - 1 -7 1 5 -7 7 — 56 t' C Contractor Registration Number: It L`/ G D [ r?l t, 0' Expiration Date: 4 / ' 0 - 0 T * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ARCHITECT AI1plans niust be Wet stamped. by.Architect: Co L L I ,kJ IAle g.-r2.. M A-7G - 77 7- log 6- 'too ram -Lt.i ! un- 1,14. of 800e City Stat Zip IA-q t r:7 AWL. fr 6-d2 Day Telephone: 425- se - I E -Mail Address: d 14 o I Wt Go e. C. W arr..4 4,4 -rl.6a c Number: 25 - 172 4 v - q l I (o ENGINEER OF RECORD -All plans must be wet stamped by Engineer of Record Company Name: P C. t ,i>+t 4 1 /4 Fai_irLy Mailing Address: 2 aZ1 1.16,z, W ) -0-t) 1 ..20d VL u I u IL, I I,.I& G7 &o0 ''J City State Zip Contact Person: J2- 0 4 riAg -- tTrt- rt --(L/ /mil 4 A Day Telephone: '/Z 5- 827- ZZ ' E -Mail Address: Fax Number: #2. -b-2 81 e, 6. '4ea,,Nt?:' Page 1 MA 4,3tcvmpt!'iti'. YMtOIVItt ttklkkf!OtTOMPtsa BUILDING. PERMIT INFORMATION - 206 - 431 - 3670 Valuation of Project (contractor's bid price): $ 1 ) f 2 S 26 • Existing Building Valuation: $ 4 i ) 0 CO -, trere, , Scope of Work (please provide detailed information): (Z-K44 er4A— — i a7.t , 4i'4 1 I Ltd/ / I l.[ 4- r7 /1-4 4.. /i7t.. W QYL-) c- Will there be new rack storage? 0... Yes '.. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 8 Compact: VS" ' Handicap: Will there be a change in use? ❑...Yes ❑ .. No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ..Sprinklers ❑...Automatic Fire Alarm ❑...None O.. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ' 0.. Yes D...No ■ If "yes" attach list of materials and storage locations on a separate 8 -1/2 x II paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water 0 .. City of Tukwila Water District 0.. Water District #125 0... Highline Water District O.:. City of Renton Water District Sewer 0.: City of Tukwila Sewer District O .. Val Vue Sewer District ❑...City of Renton Sewer District O...City of Seattle Sewer District 0.. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) bpphatiuns\pennit application (1-2003) 112003 Page 2 G• ; 3:�aa s 4t i GS . C6n tio.Sn ca: .-- -, •• • ∎∎••∎•• : w.::. LS.: v.•::.:, a.: t: u:' a, .«A'v.oa,u.G.;.;a�..�LL.:..w. =,. t.:.ru,i:.s...w, r ..;..+....:..i.,.... • ..✓ .....0 • .. ;.*..,.... ,. „�. ,r., +.«....�.. .: r•r•a •+ n� 'sxawvtiF +�r'�t�i F.t '�c}!+.'iY t+vin'{,Yt+ F��M^+aY.r Existing Interior Remodel Addition to Existing Structure . New Type of Construction per UBC Type of Occupancy per UBC 1" Floor 2(, 2,i /,Y del \J- N E 2 Floor 3 Floor Floors , thru Basement Accessory Structure* Attached Garage . . , Detached Garage • Attached Carport Detached. Carport Covered Deck • Uncovered Deck BUILDING. PERMIT INFORMATION - 206 - 431 - 3670 Valuation of Project (contractor's bid price): $ 1 ) f 2 S 26 • Existing Building Valuation: $ 4 i ) 0 CO -, trere, , Scope of Work (please provide detailed information): (Z-K44 er4A— — i a7.t , 4i'4 1 I Ltd/ / I l.[ 4- r7 /1-4 4.. /i7t.. W QYL-) c- Will there be new rack storage? 0... Yes '.. No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 8 Compact: VS" ' Handicap: Will there be a change in use? ❑...Yes ❑ .. No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ..Sprinklers ❑...Automatic Fire Alarm ❑...None O.. Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ' 0.. Yes D...No ■ If "yes" attach list of materials and storage locations on a separate 8 -1/2 x II paper indicating quantities and Material Safety Data Sheets. UTILITY DISTRICTS: Note: If the utility district is not City of Tukwila, you must provide written verification and approval from that utility district at the time of permit application. Water 0 .. City of Tukwila Water District 0.. Water District #125 0... Highline Water District O.:. City of Renton Water District Sewer 0.: City of Tukwila Sewer District O .. Val Vue Sewer District ❑...City of Renton Sewer District O...City of Seattle Sewer District 0.. Septic System (If property is served by a septic system, 2 copies of approved septic design from King County Health Department must be submitted at the time of permit application) bpphatiuns\pennit application (1-2003) 112003 Page 2 G• ; 3:�aa s 4t i GS . C6n tio.Sn ca: .-- -, •• • ∎∎••∎•• : w.::. LS.: v.•::.:, a.: t: u:' a, .«A'v.oa,u.G.;.;a�..�LL.:..w. =,. t.:.ru,i:.s...w, r ..;..+....:..i.,.... • ..✓ .....0 • .. ;.*..,.... ,. „�. ,r., +.«....�.. .: r•r•a •+ n� 'sxawvtiF +�r'�t�i F.t '�c}!+.'iY t+vin'{,Yt+ F��M^+aY.r PUBLIC. W.ORKSPERMIT INFORMATION -r .206- 433 -0179 Scope of Work (please provide detailed information): Street Use: ❑ .. Street Use Land Altering and /or Hauling: ❑ .. Land Altering: 0... Cut Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: \ipplications\pertnit application (1-2003) 1/2003 Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. ❑... Channelization /Striping Storm Drainage: ❑ .. Storm Drainage ❑...Flood Control Zone Water ... ❑ 0... Curb cut/Access /Sidewalk cubic yards ❑... Fill cubic yards ❑ .. Hauling Sewer Information: ❑ .. City of Tukwila Sewer District ❑.. Val Vue Sewer District ❑...City of Renton Sewer District ❑ ..City of Seattle Sewer District ❑.. Sanitary Side Sewer ❑ .. Sewer Main Extension ❑ .. Private ❑.. Public Water Information: ❑ .. City of Tukwila Water District ❑.. Water District #125 ❑... Highline Water District 0... City of Renton Water District ❑ .. Water Main Extension ❑ .. Private ❑ ... Public ❑ .. Water Meter/Exempt: Size(s): ❑ .. Deduct ❑...Water Only ❑ .. Water Meter Permanent #: Size(s): ❑ .. Water Meter Temporary #: Size(s): ❑ .. Est. Quantity: gallons ❑ .. Fire Loop/Hydrant (main to vault) #: Size(s): ❑ .. Landscaping Irrigation ❑ .. Miscellaneous: City Sewer ... ❑ Sewage Treatment ❑ Page 3 Day Telephone: Day Telephone: City State Fire Line .... ❑ Zip State Zip .,..._......_._..:.....si•:.i:J _.�..1:<v...i,.; .w «...::;�:.,....i.t:u r... t�atii :i,i �ua.:rk. [%... sibs: l".: 3u:. �1. .:..2:�X..kii..Hia.c..11d.�.rr: ` t':k.;ab:•a.a.it• :: i::.:tlL;i::it:iri:.lutii�ir + � w.i_.,� A e ::.+: Unit Type:. Qty Unit Type: Qty Unit Type: Qty Boiler /Compressor: Qty Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall /Floor Mounted Heater Ventilation System . 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: city Day Telephone: Fax Number: State Zip Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New ....0 Replacement ....E) Commercial: New ....0 Replacement ....El Fuel Type: Electric 0 Gas.... J Other: Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES Applicable to all this application 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. 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. BUI Signatu Print Name: NG OWNER OR • UTH I t ' • ENT: r %1 ��` \ �� Date: - e. Mailing Address: 117- t og Tt Ate/ et, 1i -c-ur 400 lapplications\permit application (1.2003) 1/2003 Page 4 Day Telephone: '/Z — >3 ¢, c7 6 U , e Soo& I State Zip City Date Application Accepted: c fr Date Application Expires: Staff Initials: ...vrt.�rav r. a•Fwxm Asub Aitt* ∎01 .041,t4r0 l`1 ' - i � t+as•....• s, rrzrYa f^t Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: Payee: TRANSACTION LIST: Type Method ACCOUNT ITEM LIST: Description doc: Receipt Payment City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 7888900170 18200 CASCADE AV TUKW RIVERPOINT CORPORATE CENTER R03 -00121 SKS 1165 LIMAR REALTY GROUP Check 36668 BUILDING - NONRES PLAN CHECK - NONRES Description RECEIPT Account Code 000/322.100 000/345.830 Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 4,067.00 Current Pmts 368.08 3,698.92 Total: 4,067.00 D03 -043 PENDING 02/04/2003 4,067.00 2:0 02/07 :`;'j..:j TOTAL 4067.00 02/04/2003 04:24 PM $5,327.07 Printed: 02 -04 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: Initials: User ID: TRANSACTION LIST: Type ACCOUNT ITEM LIST: Description doc: Receipt Payment Payment City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 7888900170 18200 CASCADE AV TUKW RIVERPOINT CORPORATE CENTER R03 -00441 SKS 1165 Payee: GLY CONSTRUCTION INC Method Check Check BUILDING - NONRES BUILDING INVESTIGATION PW BASE APPLICATION FEE PW LAND ALT PERMIT FEE PW LAND ALT PLAN REVIEW PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE Description 12386 4073 RECEIPT Account Code 000/322.100 000/322.800 000/322.100 000/342.400 000/345.830 000/342.400 000/345.830 000/386.904 Permit Number: Status: Applied Date: Issue Date: Payment Amount: 6,009.57 Payment Date: Balance: Amount 47.00 5,962.57 Current Pmts 5,322.57 47.00 250.00 37.00 23.50 162.50 162.50 4.50 Total: 6,009.57 D03 -043 APPROVED 02/04/2003 04/08/2003 02:23 PM $0.00 7442 04/09 9716 TOTAL 6009.57 Printed: 04-08-2003 . 114.4■44. .44a116444-A, COMMENTS: Type of Inspection: ti L f Address: l t (g703 3 Ct,Aso 4e Aix? d: Date Calle y- 29 -0gi — 1.4\1 Special \l C Qmac...; c .- r 6\4. 7 -() 1- ( .i P,7-,,,i,-1-1:14x,,e- --'= -'UY r k oject: 1 it e,r' +�Y• `) i NI-I- ('ewe, Type of Inspection: ti L Address: l t (g703 3 Ct,Aso 4e Aix? d: Date Calle y- 29 -0gi Special Date Wanted: L- /— 2 — 0 cl a.m. p.m. Requester: Phone No: L ily - -5 -; 7 spe tor: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 pproved per applicable codes. ❑ Corrections required prior to approval. Da te: El 47,100 REINSPECTION FEE REQUIRED. Prior to nspection, fee mu t be id at 6300 Southcenter Blvd., Suite 100. Call (206)431 -3670 schedule reinspection. Receipt No.: Date: kg!, ::�4:'s'±. i`a.K�i;ta ".�;�eufi3 `. ;, r':4 k.:�'� �Si :,�:..'S.•'::.. Pro t; Ty e of Insp cti n. Ad r ss: -2 aile (:4 7V . Date d: 1 /O 3 Special Instructions: Date Wanted: 0/b/1)) a.m. Cp FPf : Requester: TUdd -P j( Phone No: 1 1 7 ) 5 ` 71 p6 ` 7 5, is INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. COMMENTS: c * D ) . Inspector: $47.00 REINSPECTION paid at b300 Southcent INSPECTION RECORD Retain a copy with permit I NA> Date: X Corrections required prior to approval. el.,/ efro , " S 1 .) -j if e ley /.../- Avirm p... iip.p. , . , - S ,i--t,S-"--q -4 e-f- c-i/e G%', /-, h ift �� �'�c- ° mil . Syt. ,` S /, .4-14.1 7. due,/ tor yzkeVi 5 J/• M rte, / �.>rr- ► i ?-•-) . fp7 -C.2S . REQUIRED. Prior to inspection, fee must be Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: S s ect: Ty a of Inspection: I Le tiA,( 11 V15 .-- r r e ;b R Cawwa / 4 ,,,., 5 Date Called: q i is l ei Special Instructions: Date Wanted: 'a.m �� q �V� p.m. Requester: ter _, 1 Phone 4Z5_ 65- 7a5-- F c.., INSPECTION RECORD f • / Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDINGDIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I �. PERMIT (206)431 -3670 0 A pproved per applicable codes. J Corrections required prior to approval. Date: J Ei $47.0 EINSPECTION FED REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr c : U fr,07 -- 0),/ Typ of Inspection: C/67./.4/6 eovE le Address: 0/441Z-7- ' j--, 1 - Date CCalled: C - O df,�f i 7 -ft d3 Special instructions: /r ipe_ Date Wanted: a.m. —�. .... p.m; Requester: Db Ph ne No: S 74 �'" - ,g2.5 INSPECTION NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 C EZApproved per applicable codes. INSPECTION RECORD Retain a copy with permit (206)431 -3670 Corrections required prior to approval. C COMMENTS: Try L 2 Sys r - A • ector: $47.00 REINSPECTIO paid at 6300 Southc eceipt No.: Date: FEE REQUIRED.)rior to inspection, fee must be nter Blvd., Suite 100. Call to schedule reinspection. Date: Pro a 1. l - ' /1J 7 7 1 f ; Type' f Inspection: . S ,c /L-/ /J 1 s z c/9 DateIailed _ f Special Instructions: • . / o Gy LS Date Wa ted: . r Curl. p.m. Requester r � P hoyfe NT 7 5 7S 7c: INSPE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: $47.00 REINSPECT( N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit (2 1 6)431 -3670 Pr j t: ‘ ( V L Type of Inspection: Ai Addre . Date Ca S ecial nstructions: p Date' Ianted: { ?in. 7 ( 3(I'Q? L:m. Requester: % .4 ". e�hS P o� -7ro -7 sa INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ©Corrections required prior to approval. COMMENTS ,/ - 7i - e-7e I-I 4- ( 7 Ce" / t4_5 r sot.-/ RoA tV r. 7 C -61 2, 3 ' ?4? ,.t fly _ 0 $4O REINSPECTIO$ FEE REQUIRED. P rior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pr t:` • Type of Inspection: Add c• O � ,4.r. Date Called: '(-?o j ) Special Instructions: Date Wanted: / o3 = I ?(! /_p...m... Re Tte g 4 Phone No:' ! (1.4 ) -1 / � - 7,) 5, INSPECTION RECORD Retain a copy with permit c3 1)43 INSPECTIOR NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)4 PERMIT NO Date: Ei $47.1: REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 -3670 4 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: za z eV2 Receipt No.: Date: Pr ' at: Jr(\ PeYvL- Type n v. ection: f A Called: 7 Splcial Instructions: Date Wanted: 7 / / / a.m. p Requester Phome No: (n INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431- 670 INSPECTION RECORD Retain a copy with permit Approved per applicable codes/ COMMENTS: J 1.0 44 • / C?-'? A..,,/4',� 1. $47.0 1 REINSPECTIO IFEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcen Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • `, . r:5' -• �ii l�lrl � � • i 4 Corrections required prior to approval. D PERMIT N 1 COMMENTS: , ^� -- \ e ? J T i _ . P� )c % t ( . --�� 0 .) a.A.azi -x3 � 1 ,.L L- --1 -. A Q a U v Date Call d. .2.- ) 9._Al cam..- li D (r\ ■ A 6 Y Z - (Z.. 1„A.N.1 O tAtt_cp,ruk c5 wt C_Lt_e�P „ -41e A...eti; . !c)._ o csi r Phone No L I '7 7(to - 7 a 52 Prp. ct: r e r poi � 1 - �' Ty e of Inspection: ( I ? _,QS - ( .I IC( -i n en T r s: c asco v Date Call d. Special Instructions: (l) Date a / f v a:m. V m. Requester Phone No L I '7 7(to - 7 a 52 r r I i ECTIONlRECORD Retain a copy with permit INSPECTION NO. � � SS CITY OF TUKWILA �LDIN�DIION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 r03- 0/-13 PERMIT ” (206)431 -3670 Approved per applicable codes. J Corrections required prior to approval. Ins c or: 11 Y 47.00 REINSPECTION F E REQUIRED. Pri)to inspection, fee must be paid at 6300 Southcenter Ivd., Suite 100. all to schedule reinspection. Receipt No.: Date: - 7 /)b /h a 4..) r.&.. Date: r • • COMMENTS: Type of Inspection: ifOkYli he. 1 U r 1 Address: I S?00 Q..acc orip .1\k/ . kit W (A \ \ / - 7- - 7- a 3 Special Instructions: ( nffe4 av\ --it 0 ---)--. g - 0 ) \At/ lAr‘ * 7_ Vs , f. ( r At c-r s c,t.1 ' 1v\t) 1 (AA if oc \- r 0 ...Q._ d -c-- 1010191 c o IN\())-e 4'f' 011•• oot,p?r Ilk! r el .. !,.,. Project.— . -1 "\\ver -01v,--1 Type of Inspection: ifOkYli he. Address: I S?00 Q..acc orip .1\k/ Date Called: - 7- - 7- a 3 Special Instructions: Date Wanted: ---)--. g - 0 ) a.m. p.m. Requester: 7 Phone No: INSPECTION NO. pproved per.applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 (206)431-3670 Ei Corrections required prior to approval: Inspector Date: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: lypiect: ( tudeD. a . Type, of i .i.atiti6orpic/ Date Called: 1..g 343 dress: cnauctions: At pec a Sr A cv4. 4 , (1.4. Date Wanted: I / rin3 Requester t.' n.■1 P r L ag) 7(.05 — L i( 0064 F. , INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit • COMMENT)) _ t-z-974 17 6;4.6 23 if 01// 7 d eXe." (206)431-3670 Corrections required prior to approval. E1 S47.00 REINSPECTIO FEE, REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter BlVd., Suite 100. Call to schedule reinspection. Receipt No.: Date: :24 , Pro Act: AIVer p01 - Type_pf Inspection: i // ..: / 0 ‘li c (f / Adckeg *, oW0 roSeah XLI Date Callt / 0 Special Instructions: . Date Wanted: / / 03 Cr 1 P.m. Requester: ,_ / i C7/ 7 Phoney? _ 76,3 ____ . 7_,,z..44..? INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 ' Approved per applicable codes. INSPECTION RECORD Retain a copy with permit .1 4 Air • .41A A, OF " e $47.01 REINSPECTIO EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: / - /MO 44-1 < )--? 4 /d . fr? 10 c-AA -1 ;;,;. ' /1.■ Corrections required prior to approval. a • I 1- re 2 6 0 o • 0 O C (I) LU W I LL. W 0 LL. < • cg al z o z w ui O 0 0 O ( L' 0 I— , W ill i I 0 I— 77 — 0 ..: Z ILI t o 0 P I O /— Project: Myer poo i Type of Inspection: F A 010.ni rur re Acdress: co ccisild AL/ ce, Date Card: i --, (0 )3 / 5 C2 Special Instructions: . Date tited:1 U 3 (P 11 Requester 700( Phone _NoL -) c - 7Vc - -7 INSPE ION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 Approved per applicable codes. Corrections required prior to approval. COMMENTS: / 1-- n /4 Ph\ Date4 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • • • • -:••• INSPECTION RECORD Retain a copy with permit PERMIT,N (206 431-3670 • • • • , - ,• • ' • COMMENTS:/ z J ,./� l /( /��e... G /yz. Jr� -/ /4 _i )5.7 // �c./ R .// e /)--, e al,,/, e zC*_. C g ,/ /6 Li) „EA . :Y/ ; 14( A 4�,A/t.11/ Cr L ,t ,� 4e. i r€C.i 0vC7?,, 2.t( r:0491:77„ !� . V � � J t A 0- ,S / zp, R -Om- 07 _, 1\ A I T-f , P n ect: 1Ver- poIvit Tyr of Inspection: 1- r-(`- IM \ t i- IcI Addr s. )5 (_0� C(,cue A Date Called• Lr / I Special Instructions: Date Want d: (r a.m. Requester: d CI Phone N -7 _ � r� 4655 !fry - /,,g !� . t�- INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Inspector INSPECTION RECORD Retain a copy with'permit I�/ Date: Corrections required prior to approval. $47.00`REINSPEC7 j7 REQ T' ED. Pr ior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: P c Colo,/► l C 4- TYP f Insp�ctjon; (1 /1 Q Address: Date C Ile 5 (5 / o :, Special Instructions: p DW - @ I v 01 UC ,3O 4' Date Wanted: 5 I 1 Request 1 Da ra-t-Pit Ph eNo: (1 i a 5) 7 (6 — 7,)5.2 INSPECTION NO. El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Corrections required prior to approval. COMMENTS: 9 -eAJ -4) 1/0A(A-t s 3 I -) spec $47 00 REINSPECTION EE REQUIRED. P id at 6300 Southcenter Blvd., Suite 10 Receipt No.: D 1 f or to inspection, fee must be Call to schedule reinspection. Date: N. a.•�rug.j Prpj ct: M t/Cr�oi✓� C /� Type of Inspec on: r /2uI €7 771 t00 /ily Address: /S ?co ('sra Al roc t/ Date Call : J � Special Instructions: Pa/ I✓ e_, /2: 5?, / /no c - /l�l /lt f ih 4! I' S/ �c v Date Want : ? a.m. G 7 3 Request ___V ar e • 1 Phone /� - 76.5 72 , 2 El Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20•)43 $47.f1D%R` PJSPECTI0 FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. El Corrections required prior to approval. COMMENTS: m C✓ U 4,0 ft9.- Date: Receipt No.: Date: Pr ject: 6' vE . t U t Ot Type -of Inspeff do �� �)>1(1( t: ()1�'1� (1( Address: !DD 1 eSc/P /� AV Date C�1Ied -� 5 J 03 Special Instructions: Ulk ✓ n-) t;l FS TG s i vj C- - - S'i4E. Date Wan ed: �` e / 0 P.m. Regy. r 10 C ( P- r Q 4r Pl,o- la 30 5 r -- 7. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 1 6)431 -3670 Approved per applicable codes. Ej Corrections required prior to approval. COMMENTS: c p vvve\-Q (r� S PGA, Y? 0 O 4�Pr k (AI v n Pc `�-0v M Cn\ .p ■ Pe r i con. v\ CA 5t • Ai d 4C1 PJ A r Inspector:C Date: s to El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Proje t: • .....:' y - / i iiie, (:."'_ (..."'.:-: 6 Type of Inspection: . ...- • ..4 ---,,■;.-- . , r'. 1 ',% 4 ?.'..-- , 7;■... 4,7-4„ , I 2 Ad ress: , ,,aer--(,,x,f e ' d / kee,K) C..-2e-r, 4_. Date Called: '</- - ----- Special Instructions: c : '-- Date Warvi: ....- -eV- P ('a.m. Pan. Requester: ‘,./ re-3`....e.:- ...-;,-..h.'-. Phone Np*— -,-/. - 7 , -- -:. t.`,.;— 70.5 4 3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PER (206)4313670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: .00 REINSPECT N FEE REOt IRED. Prior to inspection, fee must be id at 6300 Southcenter Blvd., uite 100. Call to schedule reinspection. R ceipt No.: Date: — — Date: Project: i i ver pal nt Type.of Inspection: inif ct LA Address: 8200 /+_ scade A S l. � Date Called 4-1 1-03 Special Instructions: Date Wanted: 61,...n. -Q3 p.m. 14_ 04 Requester:Todd ParKer Phone No: 1+25-76.5-72.52 X03 -D43 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. Nt) COMMENTS: -K‘.411 TAR5157 46103 w • Inspector: Date: 1/ 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter.Bivd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project* Type off ectio Address: / c, //i; - /r/ Date Called � �x 3 Special Instructions: 1 2 Date Wan t � /1� � a.m. P Requester Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit . .Z�13. -oy3 PER IT ' (206)431 -3670 Approved per applicable codes. 'Corrections required prior to approval. $47.00 REINSPECTION I E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: I Pl L2 crtA. J) /1, MW PA7 � i 'f ve,"9!4 lr i 49 , 5 ' / r? /' &,/' ea S ' - / - t?r-- 4 • � '- '- Inspector L Proj i pa.�� Typ Inspection:' M t71/& ..S /p liibi / 4 D/W7` — Address. _ � 2D� �i�s 4' Date Calied: /'� _, Special Instructions: Date Want d / m �p.m. Requester: �V/ Phone N ' 5 7 %5 - 7 5,? yi.. Approved per applicable codes. COM ENTS: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: , --y.e23 Corrections required prior to approval. DI $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206)431 -3670 COMMENTS: Type of Inspection: • \._a4 "I.5(�. 06. - i, F ( , I Gitw aU , ituAtd 5 L,1 r ) t 1, h°-a t `;p - OA A /UA.... I (14t Scal ( 9 hulk . Special Instructions: C " 4 -I sue Date anted: 572. y . 0 1 4 a.m. p.m. Requester: • 1t h(:)• (1 GA S - T cL-c., ti24( -b -u ict (Au.).-; a 6-1 - 110 `( G1ouMm,(at awe..(-- 'fi. -- f ., 1a y, r1--- (ATT x.v" v (1,( J hf 'v1arz lk. r OY 1-- 0,•,,& l --- '' - M p 1(Gl ory pun, ' 144 _ l W'LA... X.- Proj t: / ,,, Nedp,)Ii 1j*- Wf? /air Type of Inspection: • \._a4 "I.5(�. 06. - i, F ( , I Address: C P ..- 03)-03 * t$3OO 1 Date Called: i 5) 17 to (4 Special Instructions: C " 4 -I sue Date anted: 572. y . 0 1 4 a.m. p.m. Requester: • 1t h(:)• (1 GA S Phone No: 9 15 -- Trl - 3 3 (g INSPECTION NO. INSPECTION RECORD Retain a copy with permit T )0 3 _ 0 '13 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 0 Approved per applicable codes. 0 Corrections required prior to approval. Inspector: 04 49-( CAA/mil Date: 12 n $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: ccit'irP) /96,g- 6,,,rri-A--, A), Li (..D4K -A4-,.. e,Al 5 c Add E o � O Cascade. fve 1cDJ2-1 /c cs ( , r14A Sys t v Au.iw. i ,( $ 1N T i_,q- 1 di�io� _F,,„,,4 i ID/Li/61, -rt . tG„. Project: Pi )verpo i nt Type of Inspection: t . I-) ha l Add E o � O Cascade. fve Date Called: 10-4-03 Special Instructions: Date Wanted: a_ZZr 03 a.m. Requester: Todd Parker Phone No: 42-5 5 -725 fr i INSPECTION RECORD Retain a copy with permit D03-0 43 PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. JJ Corrections required prior to approval. Inspector: 6�1 Date: 6 - 0-)0 1 ) 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Guet �.c.;`.:<Cw:;'t..��; Ws�.d,"�'rt•Fn " "ushf�.'� -r �R�^�t:�'�+;Y�4t�:w�:r, Project Name Address I f-' C U ' A c c t ID A t1 Suite # Retain - current_ inspection - schedule Needs shift inspection x Approved without correction notice Approved with correction notice issued Sprinklers: `% Fire Alarm: A'19/ Hood & Duct: A Halon: Al Monitor: / i % Pre -Fire: f Permits: Authorized'Signature FINALAPP.FRM City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM ` . ) C: / / • f� J / f'' Rev. 2/19/98 Permit No. 'T). ( E Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 - 575.4439 LR G LINEAR REALTY GROUP November 15, 2004 Stefania Spencer Permit Technician CITY OF TUKWILA 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 re: Permit No. D03 -043 18200 Cascade Avenue Dear Stefania: 411 Borel Avenue, Sulte 616 San Mateo, CA 94402 (650) 525 - 9100/x329 • Fax (650) 525 -9811 We are in receipt of your letter dated November 2, 2004 in regard to the outstanding permit for the above property. Our contractor has advised us that a copy of the Final City Inspection was hand delivered on Friday, November 12, 2004. Please advise if not received. If there are any further questions or concerns regarding this project, please contact the Project Manager for GLY Construction, Dave McGovern, at (425) 451 -8877. Thank you and please copy our office on any future correspondence with GLY Construction. Sincerely, LIMAR REALTY GROUP 1j ^ 1 C �i Kellie St. Clair Property Management Assistant cc: Dave McGovern, GLY Construction David Holmes, Collin Woerman F:LLIMARIPROPERTY MANAGEMENTIKELLIEcity of Tukwiladoc VIA US MIAL DCI ENGINEERS ■oopmv D' AMATO CONVERSANO INC. I understand ....,�•lals are that +b.r .� tC • fro; Limar Tukwila Remodel 18200 &18300 Cascade Avenue South Tukwila, WA 98188 Structural Calculations Permit Submittal for I EXPIRES 4/29/ bf Prepared by DCI 4 \14 1 44. i 27, 2003 DCI Job # 02 -11 -163 I. Alark 1)Amato, PC. • Guy el. Conversano, I'. Ii. Elizabeth A. lenscn, P.E. • Roger I.. Ileerintia, PI:. Mark U. Arlen, P.E. • Harry h 11, P.C. • 'Trop C. Bean, P.E. lino C. xhi. I'h.I)., PE. • Richard L. Ilemmen, PE. CITY OF TUKWILA APPROVED APR — /6 Hui!: ♦ v.a+ .r ,..L',:�Tt`. a ;1'x'.'3 CI NROF TUk04Ca FEB 0 ? peR CE NTE R E6RDdII Li Li FEB 1 0 2003 REID MIDDLETON, INC. D ItI0'borC)43 2821 NORI'iRIIP WAY • SIiI'I'E 200 • 13ELI.I:VLII:, WA 98004 -1496 • PHONE: (425) 827 -2238 • FAX: ('125) 827 -8986 wt:::;�,:k;s.�.� ta,;.ts..awM��t�.da,a •w:sicri��[:.:�,a V � DCI ENGINEERS 11101111.61. CONVERSANO INC. Project No. Project Subject Sheet No. Date By F e. L t of Y Ao-sr) tr.... - 9 -.‘1zs'r NrAt.J\ p ti'0 et..1 . w0 s...1 12 211) DCI.ENGINEERS II D'AMATO CONVERSANO INC, Project vtiw1L_DA Subject Project No. b2 -1 \ — 1103 Sheet No. Date 1 — Q , — v2 By L � so..\>� vF Cra i - .1uPY: LOt'S ?a L�An % s P ad Y4\b>k i2 O 1p.1 1N1UN : 4b0+- �x9 c ��- �►�C '-t U / �a - ,s:. (0%lozYLt f . - „1, -02apl- t' -t ; U Luri)(t X1 L110 `�7a� 1 t•_. iJHt{'« G.: w�1r. Sn: lt4'. 4;..' aua:..:: ticGJ i :.:isi.. >.viva..;::'...L�.::..' 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K k. e ,2`�l ��z 1 L„,% �3 ".\) x "; L o , s 1J ``\ S � 4 ' �Ib -lK ` I 4 J \ t V1 K J TJ e-r) ve. 4.T L 41 1 X 1 �� CIZ 7C1U) O L b , Lo L L 01") L.11: t,c( L.4\ l exL Y 25 Fo ►JET _T�vca ►,= PL 3 � \_-1 ; , _ =' D . k Z ;}- cc w QQ � J U O 0 W = w 0 g • � u. = • a I - w z = zI U 0 0 0 H. w u .. z 0 z D'AMATO CONVERSANO INC. Project L ►.. ►a CL, \ l,sN• Subject .L\14 - yr .7 it kA-11, Lt, L s . �T�N ' \L) Lor„,,.9 f�- DCI ENGINEERS - 2 , 3 (7-+ - W � = (1 2. 4-') L 1, "1-. 14 ST 2�l / Lila w-lpr -\(%b.4.4) .L taN —c,,k\ l■-k tk., (p ■ t '1 CS, I "h (2 4 1 1 00c.,11e-`41.)6 OA Le.)4,17,) L it-t P.. ri 1.: �w '�i1i.'r`.s'3'.i;msil:.2,'3 ?'vi '�L•"::1 r:.itcw :ii,s,3J'. +:1wt::Yn:.'.11.'iYi� .. 1 Project No. Z -1 l - \tn . ; 9 c J vJ t \'- 2 X Co Sheet No. Date '7 —� —v•7 By .'P. �• .4T . ,"7 ti c -� �'� bt DCFENCINEERS D ' A M AT O C O N V E R S A N O INC. Project No. 6� — \ \- Project Lel 1 -1/4►m Subject Sheet No. (A Date ` -11 -02 By C .■••• ; ?moo \i' ``. 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N- u,-)Alu;‘, 1% AS 14 "--- 1 &CI (_ \ 1 J 1111: .74- 0 i 5 =7 U , S _ S/ 1, ,J r p t ".0..1%Q \2p x , -l.`‘ &)) • US I (\\- - V(Ip 1 3‘m P� - 'uL L L .�zu�,z t 1-4 ��t�v� : c� E >c t s ZST\ �1 b t , V CCU °\ ,) L u �( -L. su Qb,k 1r- L� SStb• (>% 5�� -u u1(SVb ( . . T 3 la 4;\ el y41- z c__ — .i wk ilT', 4;FJr�?s ?; �i,F.�l:.;'•��.i•:�'i,:;:yoi:: tai. :.�aWtr:.iien:ti3::.;,:�r: &,."�' . < L,i;w�,�:: DCI ENGINEERS • D'AMATO CONVERSANO INC. Project Subject C�4�ul� S c A Way _ ( e2. - S �� \ 3� � = -1 se/C'r `5 It v■-• ( `1 \ = (ata,--/s1\ 12�K WD� \N1 t l.. 1 \ b oo \ V.N � \ 33 o s /h 2 , - �,- �� \s�� �.� \t - ? 1L� 1'. �� �-� • L -\ c - t1 a - =M' '*1� Tu not = " /. L4 4 4 LO 1$14 4 S /s /AT 4/SO S/cr 24 .. ) C 4 .se\ ---_ _ 7 (04 t/`/`I - / FLZcxd •'T v- \ LL.. r F -C "1"�� l.. 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(-1SO ■-' ►'J P L (2, L l2 '%16� ��; a s."\ �-� o ►le. z � w 6 00 CO 0 U) w 0 2 LQ co = Z = I- 0 W ~ u j U � 0 0 _ I- ww u. w U =. O~ z DCI.ENGINEERS D'AMATO CONVERSANO INC. Project No. Project L 1Ln Subject C111.J O p STO \ 1T Sheet No. e \o Date S -22 -o By t:: 5 \`j1J Lb AG Cr 1 �>J O Q- L JET R- yt L. D Au O 1L- `Y--`- �E s%L>s F02_ _p/ it l 6x \ U Lo sl (_3(,*( 2 z v� - 7 1)00 0 4 e_k- ('•' 'X b135) (k:-) \ex 41. i-Ak\ h ( - cis y � - �l � (?) =cam Icti -. 2 ,4 f 2-t Jt�s , / N t .k\LT\ 1a•' - \'S 0 \P t 1CN, L4` c_4C I�� �J��'r\tatnl Mara. 'fight,,. e., 11(o4: l_)lL: ! ^ 6t-7tia DCI ENGINEERS IN D'AMATO CONVERSANO INC. Project No. Protct Subject Co a)1 Sheet No. \\ Date \2 p.s ►JOB . % ►.owl F ilia_ r r. u �' �►�r� ? y ►- \c�v�uP�f ,25 �r> V Z. ' S to \I\s/e..w..A0,1).„/ (11 jrs) s z C a>J \ „ ESLEr> - O\ v `? - o- s�e6TW 1 'v = ( v S 1, 01 W � 2 12)10 , ►�11 \ Lb .'6(;) ca.1 \r/ = L) ( a •1 w V--1\ = 2 , I - \ 3,• - S . 4-T e S ej ^, e_ 5Tc,C.._E.n 1 - tL ). I. - 10,K � AX IVY:, ��� v }�✓�L.�� J.a r /( U e ,_, L(2)1-': s � D 1(- 1°x- T q--1 AC,f CJfTS Gf � ti ,2— t�1 z rx U O 00 N CO al W I CO LL WO J LL = W F- 1. Z � � W ~ 0 N ' o I- w • W W Z w U= O~ z Project Subject Pv DCI ENGINEERS \ ' t6 ' IN D'AMA,TO CONVERSANO INC. 4 4-4 .0r�( 110-NkZnk) ,(s s , �� L-7 ..- 3 , \ k• i.- y. J 012°L o' \ v '- J ' 6 ,7 _ at ; �' - 1c.1, 'Lp�G -tZ��F COL. , /4-,w9 6o-t- w1.._LA 14 t \ : \ ? o\J \b� 2 k E-7c-r -P■ S Dula 41t�T 1�Y 1v 1n. 1otJ �x - Lc\ Cam? Ly J� j ? c»-& U= r f t 14 4 A '7c sac_, \r/ 4 4 v � kZy ■ k‹,,. N_ L Uo1 L2 (v, e)?;1 PL. Project No. 02 -\ \ - \( 'Z) u 2. coc;ti +\,.s 11LN " Y 1.7 (rJ y 13 2— - �� Pi (0 �? v Sheet No. e-S12 Date 2)-1-1 - o '2.._. By AT- re.�:'W.� > =r, *��f: isiaSi F; lz�Aiiva}). Gic: t: t�:, U �:; c: .L:`.i:.wi.�;e::d{�wc�u +c..,.i. J «�6w,i.�,:.,.�,t:ta: DCI ENGINEERS IN D'AMATO CONVERSANO INC. Project No. Project - - \LC Subject C'.ac - a o P Y Sheet No. (iSi 3 Date - 23 - 0 - 2,_ By i� p R ,��2 -y (qk )( q.46\ teie) 001 e . - L(5), 3 S') l_...scs-z51N 1 05 1X33 7 0 , 1z. old 6t( - zo . 1 Os vJ� acL �7 o. k. -V4 E L.) t L eawc. " (-(3CD 1- 1 o c)c 4 - oo L-t)tc_Be. DCI'ENGINEERS IN D'AMATO CONVERSANO INC. Project No. o' - - \ \- Project 1,..ka+y. — \ --- \JvvJ << A Subject c \Oy Sheet. No. CS Date , — 'z 3 -02 By 1-.p �GlV+�G �- 'V'✓ 4 4 T- \ 1 . < ►���� ; (2,-1 vs)(. (� t ,.L,4 ")( w U ‘co)(_ 0. (0 ( A.% is� = �.c Pt- t- C (Der `z= (\u411" \3 (o,, t�a'���3t��� \Z k(,ti�U) i3 � �� c� k x.� � (.. 0 r3\ �J�S \'otJ �.. - 2i 2-5 \� 13a. TT R- -0v ,S) \� J � v / K (2-9 LY\ :12.C,LT\US. 6,7 (_-`�) ZrZs ' (0 7D 1J. 5 ' f YZ-o v (e„,) / 5u ��- r p ,� T6 A LL c)v ut' CO ,L iA R -E ALiu w De 1S = 0 eic •. DCI ENGINEERS IS D'AMATO CONVERSANO INC. Project No. Project AO— - 534.. , a ILA Subject 0 Sheet. No. Date ea --2,4 By 9 \ L . t ` - s Pl. 1.1 i sk , L L Q-C) . . . Number of Modes N1 Reaction 3 Load Cornbination Number :,: ' : : ?' 1: Acceleration of Gravity — -I. • °;'.:-I. sM2', , :.Reaction:..:. 32.2 (ft/secA2) Convergence Tolerances :..:::+ ..::..: . .. . ..0.001., Converge Work Vectors N2 No M1 N1 Reaction Reaction -.026 Reaction 1. .: „ — -I. • °;'.:-I. sM2', , :.Reaction:..:. .. ' . 'Reaction . , .. M2 "SEC1:.. _ 11 N2 Reaction 1.. M1 SEC1 12 -.026 -.026 1. 1. 0 — -I. • °;'.:-I. sM2', :: -1 Z :. `:. 0. .. M2 "SEC1:.. _ 11 1. 1.. 0: M1 Z -.026 -.026 0 I 0 — -I. • °;'.:-I. sM2', :: -1 Z :. `:. -.026 -.026 Company : D'Amato Conversano, Inc. Designer : Dean L Schremp Job Number : Member ASD AISI 99 Code Checks, By Combination LC Member Label Code Chk Loc Shear Chk Loc Dir ASD Eqn. Message (ft) (ft) Member ASD AISI 99 Code Details, By Combination LC Member Label Pn Tn Mn y -y Mn z -z Cb Cm y -y Cm z -z (k) (k) (k -ft) (k -ft) No Data to Print... Alternate Shapes BLC No. Section Member Set Label SEC1 1 M2 HSS4X2X2 HSS4X2X2 TU4X2X2 1 HSS4X3X2 Basic Load Case Data 1 1 None 3 1 2 Boundary Conditions Joint Label Basic Load Case Description Steel Design / NDS Parameters Member Label Rigid Diaphragms Master Joint No Diaphragms Defined... Member Direct Distributed Loads Cate • or : None BLC 1 : Member Label Dynamics Input No Data to Print... X Translation Replacement Category Category Code Description Y Translation ( Win ) Section Length Lb y -y Set le2 () ( ft ) Direction ft Rigid Plane Rigidity Option (XY, YZ, ZX) ([Pllane / fMiembrane) Start Magnitude k/ft. F Z Translation ( Win ) Lb z -z let ( ft ) Suggested Alternate Shapes 1st Choice 2nd Choice Gravity Inactive? End Magnitude ( k/ft . F) MX Rotation ( k- ft/rad Load Type Totals Direct X Y Z Joint Point Dist. Area Surf. Start Location ( ft or % 3rd Choice MY Rotation ( k- ft/rad RISA -3D Version 4.5b [J:\2002 Projects \02 -11 -163 Limar Tukwila \Storefront Column 2.r3d] July 25, 2002 9:00 AM Checked By: MZ Rotation (k- ft/rad) L_comp Cm y -y Cb Sway le_bend K y -y K z -z CH Cm z -z B y z R (ft ) End Location (ft or %) p •.. 1 / 4.. u `(a Page 1 Steel Code N1 ASD: AISC 9th, AISI 99 AllowableStress:lncreas• Factor: (ASIF) ' -.008 4:333,:,:..'''' ; ' :. ,. :. ,'... Include Shear Deformation 1. :.... Yes ; ' 0 , =.008' IncludeWarpinq`'.... .0, ,'.:. :Yes_: • : , , . 0 .. , .. 0 ..... -. Display Sections for Member Calcs 5 0 0 Max - .Internal Section&for Member: Calcs . , :97: , :'. . • ,:;, Redesign Sections Yes P= Delta:AnalysisTolerance.: .... • .. '.0 :50 % "_ ...... ...`. ... Vertical Axis Y Area l "oad •Mesh m..2 .14 "4 " " .. Merge Tolerance (in) .12 1 N1 0 0 -.008 No 0 - 4.582e -3 0 0 1. :.... .,::N2,;::- ; ' 0 , =.008' `! .0, ,'.:. . 7.414e -3 0 .. , .. 0 1 N3 0 0 0 - 2.998e -3 0 0 N1 0 0 0 0 No N3 0 23 0 0 No [ D)isp N2 L Y -4 N2 L Z° 1.4.. N2 L Mx 4 1 N1 0 0 .279 0 0 0 4.. N3.::.•.. 0 4 .086 0 0 0. 1 N2 0 0 -.996 0 0 0 1 Totals: 0 4 -.802 1 COG (ft): X: 0 Y: 12 Z: 0 Company : D'Amato Conversano, Inc. Designer : Dean L Schremp Job Number : RSA/Frequencies Materials (General) Material Label Young's Modulus (ksi) 29000 STL Global Joint Coordinates Joint Label Joint Displacements, By Combination LC Joint Label X Translation Y Translation Z Translation (in) (in) (in) Joint Loads /Enforced Displacements, Category : None, BLC 1: Joint Label [L]oad,[M]ass,or Direction Magnitude lacement (k, k -ft, in, rad, k *s ^2 /ft Reactions, By Combination LC Joint Label Load Combinations Num 1 Description X Coordinate ( ft ) X Force :a�iyi'ffbNn No Response Spectra/Frequency Results Available... Shear Modulus (ksi) 11154 Y Coordinate ( Y Force C Env WS PD SRSS CD IYI 1 BLC 1 RISA -3D Version 4.5b [J:\2002 Projects \02 -11 -163 LimarTukwila \Storefront Column 2.r3d] Page 2 Poisson's Thermal Coef. Ratio (per 10A5 F) .3 .65 Z Coordinate ( ft ) Z Force Factor 1 X Rotation ( radians ) X Moment ( - F Weight Density (k/ft ^ 3) .49 Joint Temperature Y Rotation ( radians ) Y Moment ( - July 25, 2002 9:00 AM Checked By: L 11 Yield Stress (ksi) 36 Detach from Diaphragm Z Rotation (radians) Z Moment (k -ft) BLC Factor BLC Factor BLC Factor r"�;�K'J?` FO iw> A:5a;"er,!Mgn.Merrsr �,r,"■%r ?'4 if M 1 N1 0 0 .279 0 0 0 4.. N3.::.•.. 0 4 .086 0 0 0. 1 N2 0 0 -.996 0 0 0 1 Totals: 0 4 -.802 1 COG (ft): X: 0 Y: 12 Z: 0 Company : D'Amato Conversano, Inc. Designer : Dean L Schremp Job Number : RSA/Frequencies Materials (General) Material Label Young's Modulus (ksi) 29000 STL Global Joint Coordinates Joint Label Joint Displacements, By Combination LC Joint Label X Translation Y Translation Z Translation (in) (in) (in) Joint Loads /Enforced Displacements, Category : None, BLC 1: Joint Label [L]oad,[M]ass,or Direction Magnitude lacement (k, k -ft, in, rad, k *s ^2 /ft Reactions, By Combination LC Joint Label Load Combinations Num 1 Description X Coordinate ( ft ) X Force :a�iyi'ffbNn No Response Spectra/Frequency Results Available... Shear Modulus (ksi) 11154 Y Coordinate ( Y Force C Env WS PD SRSS CD IYI 1 BLC 1 RISA -3D Version 4.5b [J:\2002 Projects \02 -11 -163 LimarTukwila \Storefront Column 2.r3d] Page 2 Poisson's Thermal Coef. Ratio (per 10A5 F) .3 .65 Z Coordinate ( ft ) Z Force Factor 1 X Rotation ( radians ) X Moment ( - F Weight Density (k/ft ^ 3) .49 Joint Temperature Y Rotation ( radians ) Y Moment ( - July 25, 2002 9:00 AM Checked By: L 11 Yield Stress (ksi) 36 Detach from Diaphragm Z Rotation (radians) Z Moment (k -ft) BLC Factor BLC Factor BLC Factor r"�;�K'J?` FO iw> A:5a;"er,!Mgn.Merrsr �,r,"■%r ?'4 if M Company : D'Amato Conversano, Inc. Designer : Dean L Schremp Job Number : RSA/Frequencies Materials (General) Material Label Young's Modulus (ksi) 29000 STL Global Joint Coordinates Joint Label Joint Displacements, By Combination LC Joint Label X Translation Y Translation Z Translation (in) (in) (in) Joint Loads /Enforced Displacements, Category : None, BLC 1: Joint Label [L]oad,[M]ass,or Direction Magnitude lacement (k, k -ft, in, rad, k *s ^2 /ft Reactions, By Combination LC Joint Label Load Combinations Num 1 Description X Coordinate ( ft ) X Force :a�iyi'ffbNn No Response Spectra/Frequency Results Available... Shear Modulus (ksi) 11154 Y Coordinate ( Y Force C Env WS PD SRSS CD IYI 1 BLC 1 RISA -3D Version 4.5b [J:\2002 Projects \02 -11 -163 LimarTukwila \Storefront Column 2.r3d] Page 2 Poisson's Thermal Coef. Ratio (per 10A5 F) .3 .65 Z Coordinate ( ft ) Z Force Factor 1 X Rotation ( radians ) X Moment ( - F Weight Density (k/ft ^ 3) .49 Joint Temperature Y Rotation ( radians ) Y Moment ( - July 25, 2002 9:00 AM Checked By: L 11 Yield Stress (ksi) 36 Detach from Diaphragm Z Rotation (radians) Z Moment (k -ft) BLC Factor BLC Factor BLC Factor r"�;�K'J?` FO iw> A:5a;"er,!Mgn.Merrsr �,r,"■%r ?'4 if M Company : D'Amato Conversano, Inc. Designer : Dean L Schremp Job Number : Material Takeoff Material Shape STL I TU4X3X3 Member Deflections, By Combination LC Member Label Section x- Translation 1 M1 1 3 5 2 3; .. ;5• ; -.008 -;008 -.008 -.008 -.002 -.152 -.232 -.008 0 -.006 .15 ' = :004 .16. .095 0 0 0 0 0 0 0 0 0 NC :947:673 620.891 ;758.145 NC NC.. 882.291 1384.101 NC NC NC NC NC NC NC .NC NC • (in) Member Section Forces, BY Combination LC Member Label Section Axial Shear y -y 1 M1 1 3 5 2 4 0 0 0 -4 -4 .201 .123 .045 -.033 .372 .3 :229 .157 •.086 0 0 0 0 0 0 0 0 0 0 0 0 -1.209 -1.462 -1.482 2.518 1.594 .866 '• .335 () (k) .279 Member Stresses B Combination Axial Shear y -y Shear z -z Bending y -top Bending y -bot Bending z -top Bending z -bot (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) LC Member Label Section 1 M1 M2 1 3 5 2 4 0 0' 0 0 1.674:: -1.674 - 1.674. . -1.674 • 1.674 ' .224 .099 .036 -.026 .298 .24 .183 .126 .069 0 0 0 0 0 0 0 3.31.1 5.548 6.711 ; 6.8 11.556 -7.313 -3.973 -1.535 -5.548 6.7.11 -6.8 11.556 7.313 3.973 : 1.535 0 0 0 0 0 0 0 0 0 Member Section Torsion, By Combination LC Member Label Section M1 1 2. 3 4 5 .1 2 3 Torque (k -ft) 0 0 0 0 0 0 Length 23 y- Translation (in) 0 Torsion Shear (ksi) 0 0 0 0 0 0 0 0. ytit; +5'. � �� `Y''a �,��? r1` tie'. n jf� 3.`` I s * ss ^ S t'gav r{. ^�:' . }. ,n•:r��r}•�,.� t!U; y'j -� Ra i s *.s �t x r.wr. �.ci�s�rrrrw�w rrr��r ■ o ..+. wiw�inam +ar•+mm..:,,...aw....,- .wm,•.. y -y Warp Shear (ksi) NC NC LZ o`sr z- Translation (in) 0 Shear z -z (k) 0 NC NC NC NC NC NC Weight () .187 x- Rotation radians) 0 Torque (k -ft) 0 z -z Warp Shear (ksi) NC NC • NC NC NC NC NC NC July 25, 2002 9:00 AM Checked By: (n) Uy Ratio NC NC NC NC NC NC (n) Uz Ratio Moment y -y Moment z -z (k -ft) (k -ft) 0 0 z -Bot Warp Bend z -Top Warp Bend Jksi) (ksi) NC NC NC: NC.: NC NC`' NC NC NC NC RISA -3D Version 4.5b [J:\2002 Projects \02 -11 -163 Limar Tukwila \Storefront Column 2.r3d] Page 3 .. ....... SEC1 TU4X3X3 STL 2.39 1.2 1.2 3.34 5.23 6.67 • ,, SEC2 5 . STL 1. 1.2 ,.12 1 . .1 1: •90.::: SEC3 , STL • STL 1 1.2 1.2 1 1 1 11 . M1 N1 4 0 0 1 NC NC NC NC • 5 . 0 : 0 NC :, NC... . NC NC M1 N1 N2 90 SEC1 STL Y 12 :M2 .. .:N2•:'.':'.: - N3 . •90.::: SEC1 .. , STL • Y 11 . Company : D'Amato Conversano, Inc. Designer : Dean L Schremp Job Number : Member Section Torsion, By Combination, (continued) LC Member Label Section Torque Torsion Shear y -y Warp Shear z -z Warp Shear z -Bot Warp Bend z -Top Warp Bend ( ) (ksi) (ksi) (ksi) (ksi) (ksi) Member Data X -Axis Shape / Material Phys End Releases Member Label I Joint J Joint K Joint Rotate Section Set Memb I -End J -End ( degrees) Set TOM xvz x x xvz Mode Shapes Joint Label No Mode Shape Results Available... Moving Loads Tag Pattern Label Increment Both 1st Joint 2nd Joint 3rd Joint 4th Joint 5th Joint ft Ways? 6th Joint 7th Joint 8th Joint 9th Joint 10th Joint No Data to Print ... Plate Corner Forces, By Combination LC Plate Label Plate /Shell Forces B Combination LC Plate Label LC Plate Label Redesign Criteria Section Set Max Depth (in) Sections Section Label X Translation Database Shape Joint Label X Force Y Force Z Force MX Moment MY Moment MZ Moment (k) (k) (k) (k -ft) (k -ft) (k -ft) No Data to Print... Ox ay Mx My Mxy Fx Fy Fxy (k/ft) (k/ft) (k -ft/ft) (k -ft/ft) (k -ft/ft) (k/ft) (k/ft) (k/ft) No Data to Print... Plate /Shell Principal Stresses, By Combination Surface Sigmal mop / [B]ottom (ksi) No Data to Print... Plate /Shell Elements Plate Label A Joint B Joint C Joint D Joint Material Set Thickness Stress Location Inactive? (in) 'R' 'S' No Data to Print ... SEC1 I 4 4 .95 RISA -3D Version 4.5b [J:\2002 Projects \02 -11 -163 LimarTukwila \Storefront Column 2.r3d] Page 4 k -ft Y Translation Min Depth (in) Material Label Max Width (in) Area in ^2 Z Translation SA(yy) SA(zz) X Rotation Sigma2 Tau Max Angle Von Mises (ksi) (ksi) (radians) (ksi) Min Width (in) I y - in^4 Y Rotation July 25, 2002 9:00 AM Checked By: End Offsets Inactive I -End J -End Code Length in in (ft) I z -z inA4 Z Rotation Max Code Check Min Code Check J (Torsion) T/C in ^4) Onl �.e...e.w�.w.+a 1 M1 M1 28.793 .239 28.793 28.793 10.75 .012 0 y H1-2 1 , t M2 .. •; ; ::;1;28.793 423:. ` A :016' •0' . . , ..:' . H2 -1 ` 1 M1 13.358 28.793 28.793 28.793 1 .6 .85 '; 1~ : ! R; .... M2.t,, .: .: ; ; ::;1;28.793 " ' ::. 31:672:.:.: . 1;75: - ,= ,. . , ..:' :6.: ` . { .85.`_ LC Member Label Code Chk Loc Shear Chk Loc Dir ASD Eqn. ( ft ) ( ) Company : D'Amato Conversano, Inc. Designer : Dean L Schremp Job Number : Member AISC ASD 9th Code Checks, By Combination Member AISC ASD 9th Code Details, BY Combination LC Member Label Fa ksi No Data to Print... Member NDS Code Checks, By Combination Wood Material Parameters Ft ksi Fb y -y ( ksi ) ft Fb z -z ( ksi ) Cb July 25, 2002 9:00 AM Checked By: Message Cm y -y Cm z -z Story Drift, By Combination LC Story X Direction Y Direction Z Direction Number Joint Label Drift % of Ht. Joint Label Drift % of Ht. Joint Label Drift % of Ht. (in) (in) (in) No Stories Defined... LC Member Label Code Chk Loc Shear Chk Loc Dir Eqn Message (ft) (ft) Member NDS Code Details, By Combination LC Member Label Fc' Ft' Fb1' Fb2' Fv' RB CL CP (ksi) (ksi) (ksi) (ksi) (ksi) No Data to Print... Wood Set NDS Species Therm Weight Label Database Fb Ft Fv Fc E Poisson's Coef. Density (ksi) (ksi) (ksi) (ksi) (ksi) Cm Cr E_mod Ratio (10 ^5 F) (k/ft^3) No Data to Print ... RISA -3D Version 4.5b [J:\2002 Projects \02 -11 -163 Limar Tukwila \Storefront Column 2.r3d] Page 5 Number of Modes N1 3 Reaction Reaction M2i: Load.Combination Number , :;' 1 . , ., „ ' i.. N3,.. . Acceleration of Gravity ' ;' r.. 32.2 (ft/secA2) 0.001.:: .• • . ....... .: ...' Convergence Tolerance ....... ; °t - ;: Converge Work Vectors I 1 .. No M1 N1 Reaction Reaction Reaction M2i: 1. 1. Reaction „ ' i.. N3,.. . . : eaction _ R • ' ;' r.. : Reaction ; ? <.... .. _ . :... . • M1 SEC1 12 -.043 0 I 0 M2i: 1. 1. 0. M2 " , r 'SEC1' . ,1 ;1, ;" 1 . I 1 .. 0. M1 Z -.043 -.043 0 I 0 M2i: Z ".._ . .043. G Company : D'Amato Conversano, Inc. August 22, 2002 Designer : Dean L Schremp 1:25 PM Job Number : Checked By: Member ASD AISI 99 Code Checks, By Combination LC Member Label Code Chk Loc Shear Chk Loc Dir ASD Eqn. Message (ft) (ft) No Data to Print... Member ASD AISI 99 Code Details, By Combination LC Member Label Pn Tn Mn y -y Mn z -z Cb Cm y -y Cm z -z (k) (k) (k -ft) (k -ft) No Data to Print... Alternate Shapes Section Member Set Label Replacement SEC1 I M1 I HSS10X3.5X3 Basic Load Case Data BLC No. Basic Load Case Description 1 I None 3 2 I Boundary Conditions Joint Label X Translation ( Win ) Steel Design / NDS Parameters Member Label Rigid Diaphragms Master Joint Section Set Category Category Code Description Y Translation ( Win ) Length Lb y -y le2 (ft) ( ft ) Suggested Alternate Shapes 1st Choice 2nd Choice Z Translation ( Win ) Lb z -z let ( ft ) Gravity MX Rotation ( k- ft/rad Rigid Plane Rigidity Option (XY, YZ, ZX) ([Pilane / [M]embrane) No Diaphragms Defined... Inactive? Member Direct Distributed Loads, Category : None, BLC 1 : Member Label Direction Start Magnitude End Magnitude (k/ft , F) (k/ft . F) Dynamics Input HSS10X3.5X3 I TU10X3X3 I HSS9X5X3 3rd Choice Load Type Totals Direct X Y Z Joint Point Dist. Area Surf. Start Location ( ft or % MY Rotation ( k- ft/rad MZ Rotation ( k- ft/rad L_comp Cm y -y Cb Sway le_bend K y -y K z -z CH Cm z -z B y z R ( ft ) RISA -3D Version 4.5b [J:\2002 Projects \02 -11 -163 Limar Tukwila\Storefront Column 1.r3d] End Location (ft or %) Page 1 Steel Code ASD: AISC 9th, AISI 99 Allowable `Str"ess,Increasefactor (ASIFF '•. 1•: 333: ` • >'. , "'-•;�� : " : :;: ; ': Include Shear Deformation Yes '.1....i , _ • i. N2:.: Include :Warping • • ,:: ; -- •. ;,; . ; .Yes •. .428• 1:304e -3 Display Sections for Member Calcs 5 1 N3 Max JnternarSectionslor Member'Calcs. :97 -' .. • 0 4.239e -3 Redesign Sections Yes X: 0 Y: 12 P -Delta Analysis Tolerance- ..... • :: .. ° . , '.::::: - ‘z ii ° .0:50. /0�: ., :;• ., y ;; • Vertical Axis Y Areatoad;Mesh:'(in ^2) _ ....... i 1:44' ..:'' ;? , ~ .... ° ....• Merge Tolerance (in) .12 1 N1 0 0 0 - 5.128e -3 0 0 '.1....i , _ • i. N2:.: .. 0 ... .- :007:. .428• 1:304e -3 0 0 , 1 N3 0 -.007 0 4.239e -3 0 0 N1 0 0 0 0 No N2 ..... „ 0.' 12. 0 ... '0':.... : No , N3 0 23 0 0 No N2 L Y -10.7 N2 L .. .... :',Z,;''.= -2.2. N2 L Mx 11 1 N1 0 10.7 2.025 0 0 0 - . :1:';= , .:..; :. 0 . 0;: ' :1:164 ; , " : 0 :. p 1 Totals: 0 10.7 3.189 1 COG (ft): X: 0 Y: 12 Z: 0 Company : D'Amato Conversano, Inc. Designer : Dean L Schremp Job Number : RSA/Frequencies No Response Spectra/Frequency Results Available... Materials (General) Global Material Label STL Joint Coordinates Joint Label Young's Modulus (ksi) 29000 X Coordinate ( ft ) Joint Displacements, By Combination Shear Modulus Poisson's (ksi) Ratio 11154 I .3 Y Coordinate ( ft ) Z Coordinate ( ft ) LC Joint Label X Translation Y Translation Z Translation Joint Label in Reactions. By Combination LC Joint Label X Force (k) Load Combinations in (in Y Force (k1 �CSxxS,rj4Mrft t 1M' '.: I$ Z Force (kl Thermal Coef. (per 10 F) .65 Joint Loads /Enforced Displacements, Category : None, BLC 1 : [L]oad,[M]ass,or Direction ( Dlisalacement X Rotation (ra Magnitude k, k -ft , in, rad, k *s ^?Jft X Moment ( - ft 1 Weight Density (k/ft ^3) .49 Joint Temperature Y Rotation RISA -3D Version 4.5b (J:\2002 Projects \02 -11 -163 Limar Tukwila \Storefront Column 1.r3d] Y Moment ( - 6 - August 22, 2002 1:25 PM Checked By: Yield Stress (ksi) 36 Detach from Z Rotation Z Moment ( k -ft Num Description Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor 1 1 1 Page 2 •1..+�,.tehw_ +: 114. —..: tu..• u::, �rYi .- "a::.t�•tKArra.Ft�5tw4+cwu.0 ( Company : D'Amato Conversano, Inc. Designer Dean L Schremp Job Number : Material Takeoff LC Material Member Label Section LC Member Label Section Shape Member Deflections. By Combination x-Translation (in) 0 Length (ft) STL TU10X6X4 23 .594 y-Translation (in) 0 1 M1 1 3 1 2 4 -.004 : .005 -.007 • -.007 -.007 • • -.331 • -.428 -.363 -.138 •:•• 0 0 0 . . 0 0 0 L• • • • 0 0 0 NC 951 1229.589 •'''1420:372-1: NC 3110.443 4220.215 NC NC NC NC NC • '; NC: NC • Member Section Forces, By Combination LC Member Label Section Axial Shear y-y (k) (k) z-Translation (in) 0 Shear z-z (k) Weight (k) x-Rotation radians Torque (k-ft) c kSk":" August 22, 2002 1:25 PM Checked By: (n) Uy Ratio (n) Liz Ratio Moment y-y Moment z-z k-ft) (k-ft) 1 M1 1 3 5 2 :••••••3•••::';:r.i 4 • 10.7 10.7 10.7 10.7 0 0 2.025 • 1:896 Y; 1.767 1.509 -.809 .:. • -1.046 -1.164. 0 0 0 0 0 0 0 0 • ... 0 • 0 0 0 0 . 0 .: 0 .; 0 0 ••' -11.376 .• • ••.•:' -16.483;••• -21.203 -10.203:'." • . -8.14 • -3.039 Member Stresses, By Combination LC Member Label Section Axial ksi Shear y-y ( ksi ) Member Section Torsion, By Combination Torque k-ft) Shear z-z Bending y-top Bending y-bot Bending z-top Bending z-bot ( ksi) (ksi) (ksi) (ksi) (ksi Torsion Shear y-y Warp Shear z-z Warp Shear z-Bot Warp Bend z-Top Warp Bend (ksi) (ksi) (ksi) (ksi) (ksi) 1 M1 M2 1 2 3 5 2 0 0 0 0 0 0 0 0 0 0 0 0' NC NC NC. NC NC. NC • NC NC "; •••• •• NC 'NC • •, NC • :•NIC • • NC NC •• NC •:: HNC • NC • '•• NC.. NC •::;. NC' • .• • NC • • •••-.NC"-- NC NC , NC NC NC NC NC NC RISA-3D Version 4.5b [J:\2002 Projects\02-11-163 Limar Tukwila\Storetront Column 1.r3d] Page 3 M4WM15q04R + • M1 1 1.41 .486 0 0 0 0 0 .....-',./....::,,,...-, ",•-":',:t..: :'.•.;i . . 1•.41 . • • • ..: .455 . ..: . ..........0 '. • .: • , • - 3:426 .• . •." : .. ':.:...• .:•-0•• • :;..........0 ..;'....:......-.: 3 1.41 .424 0 6.627 -6.627 0 0 .....•:,..:•-;.'......:...!,"...•-•:.:: • • ...: 4::•- :.:'.. . , .:393 - -:.‘,........ .'... :,'.-:- i - 9:602 1:1- . • •••-9.602, :,. • • ...• -0.• • '. -.0 ..••,- ' - 5 1.41 .362 0 12.351 -12.351 0 0 '...•....; ":. , ' ' :',--M2 ',...•-: 1 • ., .: ....';','''...:'''.'0.....:: .- '. ,:166 ..:..... -...;-.......,: '. .....,••,. -. , :5:944 ....., ::. • ,-5.944 : - .' 0 •.., :." -. .-..•... ....0-•-... .'.. 2 0 -.194 0 4.742 -4.742 0 0 ;.;;-;-,-.;:.-:::-. :.!*...",....;.!.....•.,.:..!.. ;';',: ,. .•.'.....:.-0...'.,"' . -: , : .....-:223:. '-::: ..-- ,3.351 .. • -.::-3.351 -: -- ..... • ",-. - ....." -:.... - •.0 4 0 -.251 0 1.77 -1.77 0 0 ( Company : D'Amato Conversano, Inc. Designer Dean L Schremp Job Number : Material Takeoff LC Material Member Label Section LC Member Label Section Shape Member Deflections. By Combination x-Translation (in) 0 Length (ft) STL TU10X6X4 23 .594 y-Translation (in) 0 1 M1 1 3 1 2 4 -.004 : .005 -.007 • -.007 -.007 • • -.331 • -.428 -.363 -.138 •:•• 0 0 0 . . 0 0 0 L• • • • 0 0 0 NC 951 1229.589 •'''1420:372-1: NC 3110.443 4220.215 NC NC NC NC NC • '; NC: NC • Member Section Forces, By Combination LC Member Label Section Axial Shear y-y (k) (k) z-Translation (in) 0 Shear z-z (k) Weight (k) x-Rotation radians Torque (k-ft) c kSk":" August 22, 2002 1:25 PM Checked By: (n) Uy Ratio (n) Liz Ratio Moment y-y Moment z-z k-ft) (k-ft) 1 M1 1 3 5 2 :••••••3•••::';:r.i 4 • 10.7 10.7 10.7 10.7 0 0 2.025 • 1:896 Y; 1.767 1.509 -.809 .:. • -1.046 -1.164. 0 0 0 0 0 0 0 0 • ... 0 • 0 0 0 0 . 0 .: 0 .; 0 0 ••' -11.376 .• • ••.•:' -16.483;••• -21.203 -10.203:'." • . -8.14 • -3.039 Member Stresses, By Combination LC Member Label Section Axial ksi Shear y-y ( ksi ) Member Section Torsion, By Combination Torque k-ft) Shear z-z Bending y-top Bending y-bot Bending z-top Bending z-bot ( ksi) (ksi) (ksi) (ksi) (ksi Torsion Shear y-y Warp Shear z-z Warp Shear z-Bot Warp Bend z-Top Warp Bend (ksi) (ksi) (ksi) (ksi) (ksi) 1 M1 M2 1 2 3 5 2 0 0 0 0 0 0 0 0 0 0 0 0' NC NC NC. NC NC. NC • NC NC "; •••• •• NC 'NC • •, NC • :•NIC • • NC NC •• NC •:: HNC • NC • '•• NC.. NC •::;. NC' • .• • NC • • •••-.NC"-- NC NC , NC NC NC NC NC NC RISA-3D Version 4.5b [J:\2002 Projects\02-11-163 Limar Tukwila\Storetront Column 1.r3d] Page 3 M4WM15q04R + • SEC1 TU10X6X4 STL 7.59 1.2 1.2 46.9 103 103 °;- 1 '. .. SEC2 I:. . ,.... , '' STL . 1 • ...1'.2 1..2 1 , .1 . . 1 , . . SEC3 ... STL 1 1.2 1.2 1 1 1 M1 N1 4 0 0 NC NC NC NC °;- 5 . 0 . 0 . NC NC NC NC M1 N1 N2 90 SEC1 STL Y , < :;;M2 . ..:. N2 ;; ;.' :.�<*; ;N3 ...... ... , .:.907; . SEC1• ,. STL ..Y. ... . • . _ ... . . 1 •. 1 X -Axis Shape / Material Phys End Releases Member Label I Joint J Joint K Joint Rotate Section Set Memb I -End J -End ( deg rees) Set TO xvz x xyz xy: Company : D'Amato Conversano, Inc. Designer : Dean L Schremp Job Number : Member Section Torsion, By Combination, (continued) LC Member Label Section Torque Torsion Shear y -y Warp Shear z -z Warp Shear z -Bot Warp Bend z -Top Warp Bend Member Data Mode Shapes Joint Label Moving Loads X Translation k -ft Plate Corner Forces, By Combination Plate /Shell Forces, By Combination Plate /Shell Elements Redesign Criteria Sections Section Label Database Shape 7 Y Translation Tag Pattern Label Increment Both 1st Joint ft Ways? 6th Joint Plate /Shell Principal Stresses, By Combination Material Label Area in ^2 Z Translation 2nd Joint 7th Joint SA(yy) SA(zz) X Rotation 3rd Joint 8th Joint I y - inA4 August 22, 2002 1:25 PM Checked By: End Offsets Inactive I -End J -End Code Length Y Rotation Z Rotation No Mode Shape Results Available... 4th Joint 9th Joint 5th Joint 10th Joint No Data to Print ... LC Plate Label Joint Label X Force Y Force Z Force MX Moment MY Moment MZ Moment (k) (k) (k) (k -ft) (k -ft) (k -ft) No Data to Print... LC Plate Label Ox Qy Mx My Mxy Fx Fy Fxy (k/ft) (k/ft) (k -ft/ft) (k -ft/ft) (k -ft/ft) (k/ft) (k/ft) (k/ft) No Data to Print... LC Plate Label Surface Sigmal Sigma2 Tau Max Angle Von Mises fTlop / f Bottom (ksi) (ksi) (ksi) (radians) (ksi) No Data to Print... Plate Label A Joint B Joint C Joint D Joint Material Set Thickness Stress Location Inactive? (in) 'R' 'S' No Data to Print ... Section Set Max Depth Min Depth Max Width Min Width Max Code Check Min Code Check (in) (in) (in) (in) SEC1 I 12 I 6 I I I .95 I z -z inA4 J (Torsion) T/C inA4 1 OnI RISA -3D Version 4.5b [J:\2002 Projects \02 -11 -163 Limar Tukwila \Storefront Column 1.r3d] Page 4 � 1T .» zt: X 1%7i:ek r ' >i!4:, u51.; r "M ?,9: llg4 2°01,1,,,9, ? ";? d Ccr` =•` y '3' §' ,•Y, 1V9,1!1M t "iri.4, 1 M1 .439 12 .025 0 1.75 y H1-2 l. 1 N '? 1; ik '. M2': . .,'- :188 .::0'.. ., :015.... • .11 ...6 :;. I y i.; H 1' -2 - .... • , : 1 M1 23.497 28.793 28.793 31.672 1.75 .6 .85 l. 1 N _! „, ..... ,M2i'. r . • t •:24:092:,. - .....:28:793 ..... . 1:28:793 ,':31:672,:,;:,.., f„1175 ...., ...6 :;. 85 -, a ;:; Company : D'Amato Conversano, Inc. Designer : Dean L Schremp Job Number : Member AISC ASD 9th Code Checks, By Combination LC Member Label Code Chk Loc Shear Chk Loc Dir ASD Eqn. ft Member AISC ASD 9th Code Details, By Combination LC Member Label Fa Ft Fb y -y ksi) (ksi) (ksi Story Drift B Combination LC Story X Direction Y Direction Z Direction Number Joint Label Drift % of Ht. Joint Label Drift % of Ht. Joint Label Drift % of Ht. (in) (in) (in) I No Stories Defined... Member NDS Code Checks, By Combination ft Fb z -z ( ksi ) Cb LC Member Label Code Chk Loc Shear Chk Loc Dir Eqn (ft) (ft) Member NDS Code Details, By Combination LC Member Label Fc' Ft' Fb1' (ksi) (ksi) (ksi) Wood Material Parameters Wood Set NDS Species Label Database Fb2' (ksi) Fv' (ksi) RB RISA -3D Version 4.5b [J:\2002 Projects \02 -11 -163 Limar Tukwila\Storefront Column 1.r3d] LL S August 22, 2002 1:25 PM Checked By: Message Cm y -y Cm z -z CL Message No Data to Print... CP No Data to Print... Therm Weight Fb Ft Fv Fc E Poisson's Coef. Density (ksi) (ksi) (ksi) (ksi) (ksi) Cm Cr E_mod Ratio (10 ^5 F) (k/ft^3) No Data to Print ... Page 5 To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Rev: 510303 User. KW-0503315, Ver5.1.3. 22•Jun•1999, WIn32 (e) 1983.99 ENERCALC General Footing Analysis & Design Page 1 c: \enercalc \ Ilmar tukwlla.ecw:Calculations Description Footing for Column C2 [General Information Allowable Soil Bearing 1,200.0 psf Short Temi Increase 1.000 Base Pedestal Height 0.000 in Seismic Zone 3 0.00 psf Overburden Weight Live & Short Term Combined f'c Fy Concrete Weight 3,000.0 psi 60,000.0 psi 150.00 pcf [Loads Applied Vertical Load... Dead Load Live Load Short Term Load Applied Moments... Dead Load Live Load Short Term Applied Shears... Dead Load Live Load Short Term Summary 4.25ft x 4.25ft Footing, 4.25ft x 4.25ft Footing, Max Soil Pressure Allowable "X' Ecc, of Resultant "Y' Ecc, of Resultant X -X Min. Stability Ratio Y -Y Min. Stability Ratio Shear Forces ACI 9 - Two - Way Shear 9.66 psi One -Way Shears... Vu @ Left 3.86 psi Vu @ Right 3.86 psi Vu @ Top 0.00 psi Vu @ Bottom 1.72 psi 4.000 k k k Creates Rotation about Y -Y Axis (pressures @ left & right) k -ft k -ft k -ft Creates Rotation about Y -Y Axis (pressures @ left & right) k k k 12.0in Thick, 12.0in Thick, DL +LL 1,099.2 1,200.0 0.000 in 14.010 in No Overturning No Overturning w/ Column Support w/ Column Suppo DL +LL +ST 1,099.2 psf 1,200.0 psf 0.000 In 14.010 in 1.500 :1 e Title : Dsgnr: Description : Scope : ACI 9-2 ACI 9-3 11.25 psi 7.23 psi Calculations are designed to ACI 318 -95 and 1997 UBC Requirements i Dimensions... Width along X -X Axis Length along Y -Y Axis Footing Thickness Col Dim. Along X -X Axis Col Dim. Along Y -Y Axis Biaxial Applied Loads Min Steel % Rebar Center To Edge Distance 3.86 psi 2.48 psi 3.86 psi 2.48 psi 0.00 psi 0.00 psi 1.72 psi 1.11 psi Moments ACI 9-1 ACI 9-2 ACI 9-3 Mu @ Left 0.56 k -ft 0.56 k -ft 0.36 k -ft Mu @ Right 0.56 k -ft 0.56 k -ft 0.36 k -ft Mu @ Top 0.00 k -ft 0.00 k -ft 0.00 k -ft Mu @ Bottom -0.22 k -ft -0.22 k -ft -0.14 k -ft 1-1 ...ecc along X -X Axis ...ecc along Y -Y Axis Shear Stresses.... 1 -Way 2 -Way 0.000 in 23.500 in Creates Rotation about X -X Axis (pressures @ top & bot) k -ft k -ft k -ft Creates Rotation about X -X Axis (pressures @ top & bot) k k k 6.00 x 6.00in x 0.0in high Max Mu Required Steel Area Vn ' Phi 186.23 psi 93.11 psi 93.11 psi 93.11 psi 93.11 psi Ru / Phi 8.5 psi 8.5 psi 0.0 psi 3.3 psi Actual Vu 3.861 11.249 Job # Date: 9:44AM, 25 JUL 02 4.250 ft 4.250 ft 12.00 in 6.00 in 6.00 in 0.0014 3.50 in Y Static Ecc > Height/6 Allowable 0.555 k -ft per ft 0.143 in2 per ft Vn ' Phi 93.113 psi 186.226 psi [Footing Design As Req'd 0.14 in2 per ft 0.14 in2 per ft 0.01 in2 per ft -0.14 in2 per ft S�1 LSD - h/ 4N) 647-7. To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Rev: 510303 User. KW-0603315, Ver 5.1.3, 22.Jun -1999, Wh32 _ (c) 1983.99 ENERCALC General Footing Analysis & Design Page 2 c: \enercalc \ Iimar tukwlla.ecw:Caiculations Description Soil Pressure Summary Service Load Soil Pressures DL + LL DL +LL +ST Factored Load Soil Pressures ACI Eq. 9 -1 ACI Eq. 9 -2 ACI Eq. 9 -3 ACI 9 -1 & 9 -2 DL ACI 9 -1 & 9-2 LL ACI 9 -1 & 9-2 ST ....seismic = ST : Footing for Column C2 1.400 1.700 1.700 1.100 Bottom - 0.00 0.00 0.00 0.00 0.00 Scope: Top -Rig 1,099.19 1,099.19 1,538.86 1,538.86 989.27 ACI 9 -2 Group Factor • ACI 9 -3 Dead Load Factor ACI 9 -3 Short Term Factor Title : Dsgnr: Description : ACI Factors (per ACI, applied internally to entered loads) 1 0.750 0.900 1.300 Bottom - 0.00 0.00 0.00 0.00 0.00 Job # Date: 9:44AM, 25 JUL 02 Top -Lef 1,099.19 psf 1,099.19 psf 1,538.86 psf 1,538.86 psf 989.27 psf UBC 1921.2.7 "1.4" Factor UBC 1921.2.7 "0.9" Factor 1.400 0.900 �.�L'?Y:.uLi�3:L:/Y , '.v.ut ,+.J,...3 it:W ts:.:=. we✓ 13:.: w.+ 'r73+iNi+a.1:.:.0::.�.aa'u:...� litw'�(v��:ula..w,w!.c;..l:�C:: Z i i- W re 6 J U U U 0 W = J - C u- WO 2 u. co 2 I- U- Z = I- O ZF- W W U � O 5 O I- LL' u j I- U. O .•Z W UT O F—. Z To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Rev: 510303 User. KW-0603315, Ver5.1.3. 22.Jun-1999, WIn32 (e) 1983.99 ENERCALC General Footing Analysis & Design Page 1 c: \enercalc \Iimar tukwlla.ecw:Calculatlons Description [General Information Calculations are designed to ACI 318 -95 and 1997 UBC Requirements Allowable Soil Bearing Short Term Increase Base Pedestal Height Seismic Zone Overburden Weight Live & Short Term Combined fc Fy Concrete Weight [Loads I Applied Vertical Load... Dead Load Live Load Short Term Load Applied Moments... Dead Load Live Load Short Term Applied Shears... Dead Load Live Load Short Term Summary Footing for Column C1 Shear Forces ACI 9 -1 Two -Way Shear 17.75 psi One -Way Shears... Vu @ Left 8.08 psi Vu @ Right 8.08 psi Vu @ Top 7.08 psi Vu @ Bottom 7.08 psi Moments ACI 9 -1 Mu @ Left 1.09 k -ft Mu @ Right 1.09 k -ft Mu @ Top 0.96 k -ft Mu @ Bottom 0.96 k -ft X -X Min. Stability Ratio No Overturning Y -Y Min. Stability Ratio No Overturning DL +LL Max Soil Pressure 1,023.5 Allowable 1,200.0 "X' Ecc, of Resultant 0.000 in "Y' Ecc, of Resultant 0.000 in 1,200.0 psf 1.330 0.000 in 4 0.00 psf 3,000.0 psi 60,000.0 psi 150.00 pcf 10.700 k k k Creates Rotation about Y -Y Axis (pressures @ left & right) k -ft k -ft k -ft Creates Rotation about Y -Y Axis (pressures @ left & right) k k k 3.50ft x 3.50ft Footing, 12.0in Thick, w/ Column Support 10.00 x 12.00in x 0.0in high DL +LL +ST 1,023.5 psf 1,596.0 psf 0.000 in 0.000 in 1.500 :1 Title : Dsgnr: Description : Scope : ACI 9-2 ACI 9-3 17.75 psi 11.41 psi 8.08 psi 5.19 psi 8.08 psi 5.19 psi 7.08 psi 4.55 psi 7.08 psi 4.55 psi ACI 9 -2 ACI 9 -3 1.09 k -ft 0.70 k -ft 1.09 k -ft 0.70 k -ft 0.96 k -ft 0.61 k -ft 0.96 k -ft 0.61 k -ft Dimensions... Width along X -X Axis Length along Y -Y Axis Footing Thickness Col Dim. Along X -X Axis Col Dim. Along Y -Y Axis Min Steel % Rebar Center To Edge Distance ...ecc along X -X Axis 0.000 in ...ecc along Y -Y Axis 0.000 in Creates Rotation about X -X Axis (pressures @ top & bot) k -ft k -ft k -ft Creates Rotation about X -X Axis (pressures @ top & bot) k k k Max Mu Required Steel Area Shear Stresses.... 1 -Way 2 -Way Vn * Phi 186.23 psi 93.11 psi 93.11 psi 93.11 psi 93.11 psi Ru / Phi 16.7 psi 16.7 psi 14.7 psi 14.7 psi Job # Date: 3:26PM, 25 JUL 02 3.500 ft 3.500 ft 12.00 in 10.00 in 12.00 in 0.0014 3.50 in Actual Allowable 1.087 k -ft per ft 0.143 in2 per ft Vu Vn * Phi 8.078 93.113 psi 17.753 186.226 psi As Req'd 0.14 in2 per ft 0.14 in2 per ft 0.14 in2 per ft 0.14 in2 per ft Footing Design OK Footing Design z ~ w _iO 00 0 W = J i- (f) tL W° < I Z � I- O Z I- W U � O- D I- W W H� u' O .. z U - o H O z To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Rev: 510303 User. KW- 0603315, Ver5.1.3, 22•Jun•1999. WIn32 _ (c) 1983.99 ENERCALC General Footing Analysis & Design Page 2 II c: \ enercalc \Timor tukwIlmecw:Calculations Description Soil Pressure Summary Service Load Soil Pressures DL + LL DL +LL +ST Factored Load Soil Pressures ACI Eq. 9 -1 ACI Eq. 9 -2 ACI Eq. 9 -3 ACI Factors (per ACI, applied internally to entered loads) ACI 9 -1 & 9 -2 DL ACI 9 -1 & 9 -2 LL ACI 9 -1 & 9 -2 ST ....seismic = ST " : Footing for Column 01 1.400 1.700 1.700 1.100 Left 1,023.47 1,023.47 1,432.86 1,432.86 921.12 Right 1,023.47 1,023.47 1,432.86 1,432.86 921.12 ACI 9 -2 Group Factor ACI 9 -3 Dead Load Factor ACI 9 -3 Short Term Factor Title : Dsgnr: Description : Scope : 0.750 0.900 1.300 Top 1,023.47 1,023.47 1,432.86 1,432.86 921.12 Job # Date: 3:26PM, 25 JUL 02 Bottom 1,023.47 psf 1,023.47 psf 1,432.86 psf 1,432.86 psf 921.12 psf UBC 1921.2.7 "1.4" Factor UBC 1921.2.7 "0.9" Factor 1.400 0.900 08/22/02 PCACOL V3.00 - PORTLAND CEMENT ASSOCIATION - Page 1 "16:33:58 Licensed to: Your company name, City, ST untitled 0000000 00000 00000 00000 00000 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0000000 00 00 00 00 0000000 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00000 00 00 00000 00000 00000 (TM) Computer program for the Strength Design of Reinforced Concrete Sections Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the PCACOL(tm) computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the PCACOL(tm) program. Although PCA has endeavored to produce PCACOL(tm) error free, the program is not and can't be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the PCACOL(tm) program. �ti \'. .tY . l,.i.M+.�✓: ?tiiit..5i t.:,y 3 08/22/02 PCACOL V3.00 - PORTLAND CEMENT ASSOCIATION - 16:33:58 Licensed to: Your company name, City, ST General Information: File Name: untitled.col Project: Column: Code: ACI 318 -95 Run Option: Investigation Run Axis: X -axis Material Properties: f'c = 3 ksi Ec = 3122.02 ksi fc = 2.55 ksi Ultimate strain = 0.003 in /in Betel = 0.85 Section: Rectangular: Width = 16 in Gross section area, Ag = 256 inA2 Ix = 5461.33 inA4 Xo = 0 in Reinforcement: Rebar Database: ASTM A615 Size Diam (in) Area (inA2) # 3 0.38 0.11 # 4 0.50 0.20 # 6 0.75 0.44 # 7 0.88 0.60 # 9 1.13 1.00 # 10 1.27 1.27 # 14 1.69 2.25 # 18 2.26 4.00 Confinement: Tied; #3 ties with #10 bars, #4 with larger bars. phi(a) = 0.8, phi(b) = 0.9, • phi(c) = 0.7 Layout: Rectangular Pattern: Sides Different (Cover to transverse reinforcement) Total steel area, As.= 3.52 inA2 at 1.38% Top Bottom Left Right Bars 3 # 6 3 # 6 Cover(in) 1.5 1.5 Load Combinations: U1 = 1.400 *Dead + U2 = 1.050 *Dead + U3 = 1.050 *Dead + U4 = 0.900 *Dead + Service Loads: Load Axial Load No. Case kip 1 Dead Live Latl Size Diam (in) Area (inA2) Size Diam (in) Area (inA2) 1.700 *Live + 0.000 *Lateral 1.275 *Live + 1.275 *Lateral 0.000 *Live + 1.275 *Lateral 0.000 *Live + 1.300 *Lateral 3.3 0.0 0.0 Mx 8 Top k -ft 0.0 0.0 0.0 Engineer: Units: English Slenderness: Not considered Column Type: Structural fy = 60 ksi Es = 29000 ksi Rupture strain = Infinity Depth = 16 in Iy = 5461.33 in ^4 Yo = 0 in Mx 8 Bot k -ft 0.0 0.0 35.1 My 8 Top k -ft # 5 0.63 # 8 1.00 # 11 1.41 0.0 0.0 0.0 My 8 Bot k-ft 0.0 0.0 0.0 Page 2 untitled 0.31 0.79 1.56 � 1, . 4 ; jr, :f:i 4 : riir1:3 }li'U 08/22/02 PCACOL V3.00 - PORTLAND CEMENT ASSOCIATION - Page 3 ,'16:33:58 Licensed to: Your company name, City, ST untitled Factored Loads and Moments with Corresponding Capacities: (see user's manual for notation) Load Pu Mux fMnx No. Combo kip k -ft k -ft fMn /Mu 1 1 U1 2 U2 3 U3 4 U4 4.6 3.5 3.5 3.0 0.0 44.8 44.8 45.6 * ** Program completed as requested! * ** 99.8 999.999 99.5 2.223 99.5 2.223 99.4 2.178 0 0 0 y 0 +x 0 O 0 0 16 x 16 in Code: ACI 318 -95 Units: English Run axis: About X -axis Run option: Investigation mderness: Not considered Column type: Structural Bars: ASTM A615 Date: 08/22/02 Time: 16:34:14 PCACOL V3.00 (PCA 1999) - Licensed to: Your company name, City, ST File: C : \PROGRA- 1 \PCACOL \DATA \LIMAR.COL Project: Column: f'c = 3 ksi fy = 60 ksi - c = 3122 ksi Es = 29000 ksi fc = 2.55 ksi e_u = 0.003 in /in Beta1 = 0 85 P (kip) 600 -, -200 - 140 Mx (k -ff) e_rup = Infinity Engineer: Ag = 256 inA2 As = 3.52 in ^2 Xo = 0.00 in Yo = 0.00 in Clear spacing = 5 00 in 8 #6 bars Rho = 1.38% Ix = 5461.33 inA4 ly = 5461.33 inA4 Clear cover =1 88 in Jb . tk:s.i. To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Rev: 510303 User. KW- 0603315. Ver5.1.3, 22- Jun -1999, Wh32 (c) 1983-99 ENERCALC Description Allowable Soil Bearing Short Terri Increase Base Pedestal Height Seismic Zone Applied Shears... Dead Load Live Load Short Term Summary Max Soil Pressure Allowable "X' Ecc, of Resultant "Y' Ecc, of Resultant X -X Min. Stability Ratio Y -Y Min. Stability Ratio Shear Forces Two -Way Shear One -Way Shears... Vu @ Left Vu ® Right Vu ® Top Vu ® Bottom Moments Mu ® Left Mu © Right Mu © Top Mu e© Bottom Footing for Concrete Column No Overturning 2.079 Applied Moments... Dead Load Live Load Short Term Applied Vertical Load... Dead Load Live Load Short Term Load Overburden Weight Live & Short Term Combined f'c Fy Concrete Weight ACI 9 -1 73.35 psi 19.36 psi 19.36 psi 19.36 psi 19.36 psi ACI 9 -1 3.48 k -ft 3.48 k -ft 3.48 k -ft 3.48 k -ft General Footing Analysis & Design General Information Calculations are designed to ACI 318 -95 and 1997 UBC Requirements 7 2,000.0 psf 1.330 0.000 in 3 75.00 psf 3,000.0 psi 60,000.0 psi 150.00 pcf 18.400 k 3.200 k k Creates Rotation about Y -Y Axis (pressures ® left & right) k -ft k -ft 35.100 k -ft Creates Rotation about Y -Y Axis (pressures © left & right) k k k DL +LL DL +LL +ST 1,008.7 2,591.1 psf 2,000.0 2,660.0 psf 0.000 in 15.150 in 0.000 in 0.000 in 1.500 :1 Title : Dsgnr: Description : Scope: ACI 9-2 ACI 9-3 71.90 psi 39.39 psi 44.10 psi 24.68 psi -4.12 psi -2.75 psi 18.76 psi 10.27 psi 18.76 psi 10.27 psi ACI9 -2 ACI9 -3 -0.65 k -ft -0.44 k -ft 8.04 k -ft 4.50 k -ft 3.37 k -ft 1.85 k -ft 3.37 k -ft 1.85 k -ft Dimensions... Width along X -X Axis Length along Y -Y Axis Footing Thickness Col Dim. Along X -X Axis Col Dim. Along Y -Y Axis Min Steel % Rebar Center To Edge Distance Job # Date: 5:08PM, 22 AUG 02 Page 1 c: \enercalc \Iimar tukwlla.ecw:Calculatlons 5.250 ft 5.250 ft 12.00 in 3.50 in 3.50 in 0.0014 3.50 in r Loads ...ecc along X -X Axis 0.000 in ...ecc along Y -Y Axis 0.000 in Creates Rotation about X -X Axis (pressures @ top & bot) k -ft k -ft k -ft Creates Rotation about X -X Axis (pressures © top & bot) k k k 5.25ft x 5.25ft Footing, 12.0in Thick, w/ Column Support 3.50 x 3.50in x 0.0in high Max Mu Required Steel Area Shear Stresses.... 1 -Way 2 -Way Vn ' Phi 186.23 psi 93.11 psi 93.11 psi 93.11 psi 93.11 psi Ru / Phi 53.5 psi 123.7 psi 53.5 psi 53.5 psi Vu 44.096 73.349 X Short Ecc > Width /6 Actual Allowable 8.042 k -ft per ft 0.287 in2 per ft Vn ' Phi 93.113 psi 186.226 psi As Req'd 0.14 in2 per ft 0.29 in2 per ft 0.14 in2 per ft 0.14 in2 per ft Footing Design ' To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Description Service Load Soil Pressures DL +LL DL +LL +ST Factored Load Soil Pressures ACI Eq. 9 -1 ACI Eq. 9 -2 ACI Eq. 9 -3 ACI 9 -1 & 9 -2 DL ACI 9 -1 & 9 -2 LL ACI 9 -1 & 9 -2 ST ....seismic = ST' : Footing for Concrete Column 1.400 1.700 1.700 1.100 Left 1,008.67 0.00 1,446.97 0.00 0.00 Right 1,008.67 2,591.12 1,446.97 3,627.57 2,063.59 ACI 9 -2 Group Factor ACI 9 -3 Dead Load Factor ACI 9 -3 Short Term Factor Title : Dsgnr: Description : Scope : 0.750 0.900 1.300 Top 1,008.67 1,008.67 1,446.97 1,412.14 803.32 Job # Date: 5:08PM, 22 AUG 02 Bottom 1,008.67 psf 1,008.67 psf 1,446.97 psf 1,412.14 psf 803.32 psf UBC 1921.2.7 "1.4" Factor UBC 1921.2.7 "0.9" Factor 1.400 0.900 Rev: 510303 User. KW- 0603315, Ver 5.1.3. 22-Jun-1999, W1n32 _ (c) 1983.99 ENERCALC General Footing Analysis & Design Page 2 c: \enercalc \Ilmar tukwilo.ecw:Calculatlons [Soil Pressure Summary L ACI Factors (per ACI, applied Internally to entered loads) DCI :ENGINEERS E D , AmATo .CONVERSANO INC. Project No. Project Subject t� 1Z.141o� Val* Sheet No. Po\ Date 7 - cr7 By % LT1W`1 >Tk. �12 1 4. co►��+�ti-�U� �u� ZXas a,/ "0,c. 5 /lb" (i.? e gjQ. �O VE /b 1/4- 4 -It r , = L'E r.t L V,,,\x a.01 \( = Iboa.� (2.4'T = 2(c:u L ' .t,1ti w 1 Nom► F� 9_ t &vp0 aL 1 0 0 = \ y / aE! ;4_.1' tv w �lfl� - c- L 7s p — O.t4. T= I.2 ��� L \411` ( 121 4 L \ c, , 14, Z LA (� `^ L '"? 51) pv v.! wE (2.(z,L,Iv41- L- -o 'szo v3 \(A) v - >.- (\- ?) ( ` 1 _ �t E a � r •efq t:.;w s i'u i,i, 7!;;; A:,s.L nt- DCI ENGINEERS la D'AMATO CONVERSANO INC. Project No. Project Subject Sheet No. Date By ( 2. 4 4T 1L\ `isi t Y .CzrtV27 \ 0. (2.o -7. .. I u°V ?o rkx 3,6 u N■ (_)( \ + (LA teN%%).6, (x11. 14.{ 16-74 i 6 1 -N L.-A A- 2 X�" -1-, 3� -� �1 �'�'�X - b = -'�X 325 3 %X e6-7 bo)( G'‘`/( 0 ' / 9 $ 2 \ (s s 4A) tfi.."0 - A" 3 1. . ►t) Z,c 7q 0 _, 00441, 4 p, V \. ut-, W C-0 N \ �s . 0, 0 \ C Ls> Vbk / .1, t' 012,...1tA S L i 2-Co6 1.(' �^ / A 415 t LonoN V'4 z t, 24i5 1nI tJ \t--% 12.) \ , 1 '1.41) (." \ I 5-1.-‘4 DCI ENGINEERS IN D'AMATO CONVERSANO INC. Project No. Project L- \,►,,,,bz T t( L\ L..,4 Subject Sheet No. Date "2- By , /LT- (s )( o , r /1141-)( Z7.etV ( /2 "`Jt) t J ( \ tav0, ` -`tE5 4- f Co 0l&I)`4(/ ) (1 00 tSs t ' \ b ►�,�,� y o,a, t 12-6 6"u-) L 411-1?_\ (i) LIL) 05‘%( (241z-:- (.2 tt ) (-kbk231Y4') S N\1.. I, b ki Ve.A.t)1:1:7 4') 1 " Q-\=. O 4 _ - ,LI4k� - � t1 � k '� (' At.w u: "7c O. 0 V L. S e 2- t) �, � � a 14/ 1 (I ► iboittc..) p aE. s'i � = 1 `7‘ � as, ' e' ''°'. 's- ) \ ��y- ����a� e, 0..4 k, tx - E 1 /IO 12_ s►rZs 6 ,k ( DCI ENGINEERS D'AMATO CONVERSANO INC. Project No. b2 -\\- 11 Project Lte auk w 1 '_y Subject C- ,z,1,E Sheet No. Date `t - 22 - B peQ Tyr•- u��.12_ t� l 4 S (.1 Wit. v 5 JL \ C� va ( ( v (')t \ " 0 1 . c6\ 14) S$Sts) si,s L 2 ps--( est. 4. ■.0 ts?,t)( 1-4.7 = S,1sK 14-3 Y• a.x c Vbo k aK K L_ = \• o 2 � X 1z f � \, � �v = k�.� \ a � 0 �1 b.tS�tLS )0,,\ ,�5 2't ) I s, I1 \ S, t L's vr�.S.� «'•mow" ..3w.1.v ew...�,..,..yA...i:.3: } ;f i e..uw.:01e, a$%,,b:. DCI ENGINEERS D'AMATO CONVERSANO INC. Project No. Project L ► 1 0..I2,_ 1 1C 'ht L—Y:\ Subject Sheet No. Date By 1 , p.- s = 1 4 % - i ,�� \ " ? o il .-=""? C) k, , w \ 1LE. IA = " ' e 4Ah L = (, S•K /L: �-� �,, 6-141 s t; .j\ ( - '1) .� L' L , \s` ttl Est s, \ t l t-r\ ( 4 $a�l �touvX� Q;')GAt\ l 3c, s'k'\ be LIE Col- 414 a_c r\(9..) 1, \K o 7 t K1 (!? �� :��`s,,ZS� LL) =� 1.1 ”-ov%n E.. lo '��. la E �lco3J ts �L � Z)ln• %s)(vn:,Y < CS`7S) c\ - Z. la z S x =7 - 2 , 62 s X la (6 , q ■-1 X - x = 7 Q N ' L 1 o%. 2-7 so d ...wuSYS:. �•.;wi':t •.4.. ;4.4%iFJ VbZwWY.�.RiXlJi:iY DCI ENGINEERS IIM A M A T O C O N V E R S A N O INC. Project No. 02- \ \ lc3 Project Subject girt-1 Sheet No. Date 7 - Z3—O't- By n �uw A ibt -tc_ �`csa,�ou 2. 2.4_15 _ 2 z 1 5 - 34�a � 3 x • 2 -3 �zls -x tA, t...\,p W NL'L 1 9 Y C ( gd.^r C e -1' II_ U 0 V u 0 r 2320 3z 2.tbo -• 193 LASto t3 Z • bfLx � ct W \ /Lao ----3 >) � ' 4 te c k \=.4r Q ! - � 0 v-titT \N \ \ \J t3 I , 3�k '•■ t Qtsk; C. Ave._ \ab LA At- Pu4-4..„.. v..k = ?k_ _ 11k `lo i�.� _ Ito S `�•`' Lk -C. _ 'L \ c\ou V. • w QT `CS �Lt 11_ \x -0 c..1.V l� -`C5 V LG.- t /.2 -. Ot SS z � re 6)-1 QQ � J U O 0 C o W J = I-- N u. w 2 u_Q co = a ;w Z I- 1-O w ~ O P- O H w • w w z LL I U= o � z DCI ENGINEERS D'AMATO CONVERSANO INC. Project No. Project ‘- ‘N- i,.,2• TLJtcw“. -ta Subject La Sheet No. Date `r - 22 - By IQs ►u O/ /iS Y. -DVrpE /4 /1 O 4\J L = x 00_X — c3gx = �� =7 — o 7 c,(43)( 2 ' Z. \ V ,c• i , a c c5 ? v a R,`t_. 0 0 0 0 Lk.. to - \.s- Xf1) Lk,s- x/3 (,\ t o cz5x� (, a cit eebk - %sc., = U r 3 Ce X 4i, ce3C. 1(— .-r-(1 CL> 101 M,% � `c": Z t)7. VS1) ' 7 I \ 6\ DCI ENGINEERS D'AMATO CONVERSANO INC. Project No. L2— Project Ti yew `LA Subject Po be Sheet No. Date `7 - By S J:: 302 -4 /i4.c4 - ccA So� 41 5 11 &-K2 do ( ) -' /z.' X Loa L (A1t1 Sad `)� fL, 'Zv ,v) J JLT L 4a --t1 '' � 3 co ,> ' () 'LC•.1 � �� ^ sA C i 5 /x'1- 1 ' Z�cc u•�. a•. y:.H r...+... �c .:;:J:.'.v1= ,:w£:,r' Rio.: tJ:.1.' is ,d'L4iz::'::'ti�::�.;�:au%r:., Number of Modes Reaction Reaction Reaction Reaction 3 Load'Combi .nation Number.. . : Reaction Reaction : , :::': . Reaction .. .... : ... Acceleration of Gravity :,...:, ` . ;; ;:.:° :: 32.2 (ft/sec ^2) • 0:001:•'.' ;,... ::i .::: .. , Convergence.Tolerance: .. Converge Work Vectors No N1 Reaction Reaction Reaction Reaction .. :!,:''..,:: N2 . _ . : Reaction Reaction : , :::': . Reaction .. .... : ... Company : D'Amato Conversano, Inc. July 22, 2002 Designer : Dean L Schremp 1:13 PM Job Number : Checked By: Member ASD AISI 99 Code Checks, By Combination LC Member Label Code Chk Loc Shear Chk Loc Dir ASD Eqn. Message (ft) (ft) Member ASD AISI 99 Code Details, By Combination LC Member Label Pn Tn Mn y -y Mn z -z Cb Cm y -y Cm z -z (k) (k) (k -ft) (k -ft) No Data to Print... I Alternate Shapes BLC No. Section Set Redesign Not Performed... Basic Load Case Data Basic Load Case Description 1 I None 2 1 Boundary Conditions Joint Label Steel Design / NDS Parameters Member Label M1 SEC1 27 10. Rigid Diaphragms Master Joint Member Direct Distributed Loads, Category : None, BLC 1 • Start Magnitude End Magnitude Wft, F) (k/ft, F) Member Label M1 Y { -.358 I -.358 0 0 Dynamics Input RSA/Frequencies No Data to Print... X Translation ( Win ) Section Set Member Label Direction Length (ft) Replacement Load Type Totals Category Category Gravity Direct Code Description X Y Z Joint Point Dist. Area Surf. Y Translation ( Win ) Lb y -y le2 (ft) Rigid Plane Rigidity Option (XY, YZ, ZX) ([P)lane / [Miembrane) No Diaphragms Defined... No Response Spectra/Frequency Results Available... RISA -3D Version 4.5b [C: \RISA \Limar Stair Glulam.r3d] r�L!`i �!Su..k;'AfLf:9T.r!y . y 1z1 Suggested Alternate Shapes 1st Choice 2nd Choice Z Translation ( Win ) Lb z -z let (ft) Inactive? MX Rotation ( k- ft/rad Start Location (ft or %) MY Rotation ( ft/rad) 3rd Choice L_comp Cm y -y Cb Sway le_bend K y -y K z -z CH Cm z -z B y z (ft) End Location (ft or% MZ Rotation (k.ft(rad1 Page 1 R Steel Code ASD: AISC 9th, AISI 99 Allowable Stress'Increase: Factor (ASIF) • '1..333'.' Include Shear Deformation Yes 0 0 0 0 NC Include Warping; . :.: '; : , :.:; : Yes . . :. ` 2 ., : , ' ':' - 147.115:. Display Sections for Member Calcs 5 ... 0 0 2.202. ' NC Z: 0 Mak Internal: Sections'for:Member. Calcs : 97:':: '::' : ; :: ; , ; .r : • Redesign Sections Yes 1.645 NC 4 P- Delta'Analysis : Tolerance. , ' = .'•` -:. , ;' '0.50 4 V ; i - 136:258. , 0 :. :: 0 ` Vertical Axis Y AreaLoad :Mesh` (in ^2).... .. `144 Merge Tolerance (in) .12 1 M1 1 0 0 0 0 0 0 0 NC NC 1:;.; :. ` 2 ., : , ' ':' - 147.115:. 0 . .. ... 0 0 2.202. ' NC Z: 0 3 0 - 196.953 0 0 1.645 NC 4 0 . - 136:258. , 0 :. :: 0 ` 2.378. NC 1 0 N1 0 0 0 N2 0 0 0 0 -2.111e+0 1:;.; ; . , : N2 „ ' : :: 0 • .. ; .. p ::: 0 0 • 0 1.868e +0 N1 0 0 0 0 No N2 ; 2' . .... . 0:.... .. 0 0 No 1 N1 0 0 1... . r,, ....., . ,. -N2 :....... : 0 .. 5 533 0 0. p' 1 Totals: 0 15.966 0 1 COG (ft): X: 9.357 Y: 0 Z: 0 Company : D'Amato Conversano, Inc. Designer : Dean L Schremp Job Number : Materials (General) Material Label Young's Modulus (ksi) 1 Global STL Shear Modulus (ksi) 11154 Joint Coordinates Joint Label X Coordinate (ft ) Y Coordinate (ft Poisson's Ratio .3 Z Coordinate Thermal Coef. (per 10^5 F) .65 Weight Density (k/ft^3) .49 Joint Temperature July 22, 2002 1:13 PM Checked By: Yield Stress (ksi) 36 Detach from Joint Displacements, By Combination LC Joint Label X Translation Y Translation ( ) in in Z Translation Reactions, By Combination LC Joint Label X Force (k) Y Force (k) Z Force (k) Load Combinations Num Description Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor 1 1 1 Material Takeoff Material Shape Length (ft) STL ) Misc I 27 .092 Member Deflections, By Combination LC Member Label Section x- Translation y- Translation z- Translation in (in (in) RISA -3D Version 4.5b [C: \RISA \Limar Stair Glulam.r3d] j3 X Rotation X Moment ( - Weight (k) radian Y Rotation Y Moment (k - t ) Z Rotation Z Moment (k - t ) x- Rotation (n) Uy Ratio (n) Liz Ratio Page 2 xgt*''w.4rG�:.,+„ S+'•' �e. Ytss+ uw7�' rSi+ t;.... , .�xa..ti;;;9)� ":�'sNSd7G "�.ttd: °. 4':�.r r�r4fli Ya,.br"' ni rr s�r+rwr�e�, 1 M1 1 0 0 NC NC NC NC 0 'r. 2:.:, ::;.. ' ; 0...:... _ 0., . .. !" 2 0 :.." ..1.:.7.16.'' '- . 3 0 0 NC NC NC NC 3 4 „ . . :;0., 0. " NC:: . NC . NC .:. NC I - 42.073 5 0 0 NC NC NC NC 1 M1 1 0 10.433 0 0 0 NC 0 NC . !" 2 0 :.." ..1.:.7.16.'' '- . ` _ . ' 0 0: ,•NC .." •- 38.642 NC : 3 0 -.7 0 0 0 I - 42.073 NC ....... :.4:"• 0 :. :, .- 3.11 & :, 0 ; , 0" : 0 ..- NC 29.192 :. . 5 0 -5.533 0 0 0 NC 0 NC 1 M1 1 0 12.52 0 NC NC NC NC !" ''''':2 0 :.." :;2.06.:. '- . ` _ . ' 0 .;.NC ,•NC .." ' NC. ' . NC : 3 0 -.84 0 NC NC NC NC ....... 4 . 0' - 3.74..., 0: , " .NC . NC NC • NC • 5 0 -6.64 0 NC NC NC NC Company : D'Amato Conversano, Inc. Designer : Dean L Schremp Job Number : Member Deflections, By Combination, LC Member Label Section Member Section Forces, By Combination LC Member Label Section Axial (k) Member Stresses, By Combination LC Member Label Section Axial Shear y -y (ksi) (ksi) Member Section Torsion, By Combination LC Member Label Section Torque Member Data Member Label I Joint Moving Loads Mode Shapes Joint Label J Joint 5 X -Axis Shape / Material Phys End Releases K Joint Rotate Section Set Memb I -End J -End degrees Set TOM xyz xyz xyz xyz S STL I Y M1 I N1 I N2 27 X Translation x- Translation (in) 0 k -ft (continued) y- Translation (in) 0 Shear y -y (k) Y Translation No Mode Shape Results Available... Tag Pattern Label Increment Both 1st Joint ft Ways? 6th Joint No Data to Print ... Plate Corner Forces, By Combination LC Plate Label Joint Label X Force No Data to Print... Plate /Shell Forces, By Combination LC Plate Label Qx Qy (k/ft) (k/ft) No Data to Print... (k) (k) Mx (k- ft/ft) RISA -3D Version 4.5b [C: \RISA \Limar Stair Glulam.r3d] k;t : Shear z -z (ksi) z- Translation in 0 Shear z -z Z Translation 2nd Joint 7th Joint x- Rotation (radians) 0 Torque /k_ft1 July 22, 2002 1:13 PM Checked By: (n) Uy Ratio (n) Uz Ratio NC Moment y -y (k_ft1 NC Moment z -z (t .ft1 Bending y -top Bending y -bot Bending z -top Bending z -bot Torsion Shear y -y Warp Shear z -z Warp Shear z -Bot Warp Bend z -Top Warp Bend (ksi) (ksi) (ksi) X Rotation 3rd Joint 8th Joint End Offsets Inactive I -End J -End Code Length (in) (in) (ft) Y Rotation 4th Joint 9th Joint Z Rotation 5th Joint 10th Joint Y Force Z Force MX Moment MY Moment MZ Moment (k) (k -ft) (k -ft) (k -ft) My (k -ft/ft) Mxy (k -ft/ft) Fx (k/ft) Fy (k/ft) Fxy (k/ft) Page 3 SEC1 N1 STL 1 1.2 1.2 1 1 1 Y:: ' if ;?SEC2 ?f: ' ' ... .:STL ' •r° 1' .. :1:2 , .. ' . Z':± 1 1 ,. 1 SECS STL 1 1.2 1.2 1 1 1 M1 N1 N2 Y -3.15 1 M1',..,: f , . tr:.. = Ni . Na Y:: Company : D'Amato Conversano, Inc. Designer : Dean L Schremp Job Number : Plate/Shell Principal Stresses, By Combination LC Plate Label Surface Sigmal Sigma2 Tau Max Angle Von Mises mop / IB)ottom (ksi) (ksi) (ksi) (radians) (ksi) No Data to Print... Plate /Shell Elements Plate Label A Joint B Joint C Joint D Joint Material Set Thickness Stress Location Inactive? (in) 'R' 'S' Member Point Loads, Category : None, BLC 1 : Member Label I Joint J Joint Redesign Criteria Sections Section Label LC Member Label No Data to Print ... Section Set Max Depth Min Depth Max Width Min Width (in) (in) (in) (in) Database Shane Code Chk Material Label Member AISC ASD 9th Code Checks, By Combination Loc (ft) Area in ^2 Shear Chk Member AISC ASD 9th Code Details, By Combination LC Member Label Fa Ft Fb y -y (ksi) (ksi) (ksi) I I Member NDS Code Checks, By Combination RISA -3D Version 4.5b [C: \RISA \Limar Stair Glulam.r3d] Fb2' (ksi) Loc (ft) Direction Magnitude SA(yy) SA(zz) I y -y Fb z -z (ksi) Dir Fv' (ksi) inA4 ASD Eqn. Cb LC Member Label Code Chk Loc Shear Chk Loc Dir Eqn (ft) (ft) k. k -ft RB July 22, 2002 1:13 PM Checked By: Max Code Check Min Code Check No Data to Print ... I z -z in^4 Cm y -y Location (ft or % CL Message Message J (Torsion) T/C inA4 Onl 1 I M1 I- Steel code ... - Steel code check not calculate... 1 I M1 I Story Drift, By Combination LC Story X Direction Y Direction Z Direction Number Joint Label Drift % of Ht. Joint Label Drift % of Ht. Joint Label Drift % of Ht. (in) (in) (in) No Stories Defined... No Data to Print... Member NDS Code Details, By Combination LC Member Label Fc' Ft' Fb1' (ksi) (ksi) (ksi) No Data to Print... Cm z -z CP Page 4 .1} t t ° n . iG?l a n. ro F. t?5 1f(SSPKItZt k1/i nKrv. '1? Company : D'Amato Conversano, Inc. July 22, 2002 Designer : Dean L Schremp 1:13 PM Job Number : Checked By: Wood Material Parameters Wood Set NDS Species Therm Weight Label Database Fb Ft Fv Fc E Poisson's Coef. Density (ksi) (ksi) ksi ksi ksi Cm Cr E mod Ratio 10 ^5 F k/ft^3 Z No Data to Print ... .1 Z 2 W U 00 (1) W = 1. U LL w 0 } J CO LL =: Z 0 F- Z Z F.. 1- 0 Z F-- 0 O N O I— W W . H -- P—"' Lu 0 t" RISA -3D Version 4.5b [C: \RISA \Limar Stair Glulam.r3d] Page 5 z • I l DCI'ENGINEERS II D ' A M A T O C O N V E R S A N O INC. Project Subject \ ,L 1 �l Q_� "1 am t'o LAI (j o� ����'• . , ►,,gt, v s '4\1 < ( \ (.2 \-- 2 w is / tr YV :�u_'/ �'c 4 6 t. /ill Li 44 11. 3z ‘ V-CT GOO koo 9% W%•.p t tJ &CSC : At ����` \`1 ,lo -1- ed ES K \ . � 8, 6-11. - X 1.4 \'_ 3 `•_ tom - 1 - 4\ \ E r I AL 1. -41Ar) . \s /41- ' , 1- t -e1.., 3,aS— Project No. Sheet No. S M Z.� ‘'L. Date By Ls Zo. en_ Lp ci ss b ' LOW aa., S \ use �..: r z Iz 00 CO W g Q. = I- al Z = 1- O w 0 CI o 1- WW H � 0 W Z N 0 DCI ENGINEERS D'AMATO CONVERSANO INC, Project No. e - 2 - -11 — Z Project Subject gsT'ANiL Sheet No. Date - ? — — By tp /4'c \ o v-) \ = (22 `v,et- Lo Q 611.04. 010 2 ,3 LA* 61fL.(- 0 ' \ ►��. 7/r( 2,2s (21 % \ 14) - aS') 2`3-k -\,1 1_\'1 Cb 1 -1 + t} 1 06 (1 1'1. s' , (6.1 , -1-F 0 , °t) bkl1t'12. t5') /T.-. 1 S , b k •CSC 7o L- s,(8)Lbl \ of Lo L'3>r,\ \\o ►- C¢a- - T - 1‘...tiv LO 0,7CATnt _7 b ► 2s2- v� L.�L111� Gnu = u CI CD 012- (p ,- -7)(e, L„)(,‘,6)\/.1 t ( '.6 1(. : il 1 � 3 ■•■1 P %, 23 l,aa.W D L \ C1 7 a?ct. - Ip lA - %R `NP ACS, c 11r 0 Q� \Z A ( 4.T) 2 f7 , 4 a or S CN `N � M C._+_Wn \ V�v 44.. - -10-4 01.-1 ( to t1 6 `, 1 - 0 I' \``\ 1211- 5 "O` tt (, \4-• 1 4 11, I��la���T11 211s�T� � \ (Di& I 1 CU I k) c./kfl IU1 2�/ ef)( t�Z l l Isai -1 1 /1' Z _I W CL 2 J U 00 N J 1 - H w d w z � I- o Z ~ U � o w - o �" Z DCI ENGINEERS IN D ' A M A T O C O N V E R S A N O INC. Project No. 02 - \b-L Project Subject Sheet No. S3 Date — 7-11— 0 2 By 1? = l(4$ , k.• p �u Szv.rA, C_.m L c•�).). .? O i iEe 2- ‘ O 4 t:, a ,k /3 e- K k.4 e . — ' - - < . <. 1Q-' ", 6 t 2 a-I `.\ 4 - - ;\ -. - ' t Lc\ = % - X13 \ 3 - A 'L - C) , ° l - e 6a,caX osct -� 5 tL 1) W b d \. 01 -1L6 - 1(. LI\ DCI ENGINEERS D'AMATO CONVERSANO INC. Project No. of - \\ -\Lo 3 Project Subject Sheet No. Date -7_ By l i b ( `\ \ ---�5 c-)9 L "Pl g /1- fir _ S o 1l `b k k. C6 11-5) (_ u 01,- -)1 2- -z. \S p°'\ 1p=. (a , L. `5 L\sL,. 6 , = 3 s p12ov - 7 - v1/ t sAt_Is --AL e ouosc\Jc.J Pk; 1 = 3co O psL Cs.,-) L.0 L 0).‘L, \oti 5 /\b" ? �a� �•. In w l sT (p L1, Oft 3 x3-< 3 h� 0Sl11._ =7u 1�2 te-'L-r v, L,-7i14..1 @At. p�����������'��1�a��,�2, - TcLV' 2- 2 co La)L �z)CY\ L odi\LI, u.\,-\ L c k a -X/1, C ° \ 112 - A )c /1 1 \ - 2-tb cc '1.k- - 32. )4 9 v o ,/ e j 0-4 Lo ")L3k.) ?9.. r)\/1 1) C L-)(7 -x 3/1L %.„," L. o►-•., z I- W -J C.) O 0 CD W= LL w0 • }} g J LL co = w F- 2 z �.. Z ° III III O 22 C O H W uj H U IL I ui z DCI ENGINEERS IN D'AMATO CONVERSANO INC. Project No. Project tAQ. v Subject DF ���►, Sheet No. S S' Date —7- 2 4-01_ By C3;.\�\ Ott.AV u s —� ? 1 0 vi) k... 3/ r a j ,, (i )L b itb)% , . (.)-A xto 8e4 v►43�3�S��a `G "\ N5� 6 Or11 L a t 4 = 1 2.111_ \<;'\ c.�. x ac_. I\ CA ‘tAt--b CA Pt), /V= 1 t to‘ 0 0 0 N2,`" � `C - - LL 1- R,,t�.;- 3 4A, `/ 4k Y , _ \C, % 1 4a '2- 1 Y Z re U o 0 co I • u_ w 0 2 LLQ co = a W z � z 2� U � o � w � - �o w z U O ~ Z DGI ENGINEERS IN D ' A M A T O C O N V E R S A N O INC. Project No. U1 - \\ -\L„,1 Project L ! & TukW \ �-� Subject Sheet No. Date By = +L Q 5 4 4 Q- J l \K, F riTT- ( 19 1S`I �3 = -'? P ; —1S (12 4 4 / , • \ s Z‘ y - Ita q -1: - ,��4 111 17,.7` ►may \ L) -\ , t,L /eb V P 1- A - (k In -\ IS i rte.; 1 g b ( s1 C'o(-)1, sib" ?LA �EN5�u1.� 7,-L m oo 14XI 7 /e& (Lt ._. 4.., �_.._....... �...__.. •...��......._..._�,�:.,�::�;`, �w�::�._::i:.�Y;:<i �� :»sue::.. »�::,.ar- �d:wri�ai; ,F- W re Q f JU U 0 U WI CO u W D = d . 1— W Z = � W ~ • W • 0 co 0 1— U. WW Z . U= O ~ z DCI.ENGINEERS IN D ' A M A T O C O N V E R S A N O INC. Project No. Project Subject �sa\bJ Sheet No. S Date -1a -o2 -.-. 3 (. .. 2 1 L >L. O.\ s1 � ?TY _ 1a ,''s&` c Q 1\ ( -Yk.C1 1W ,bID )( 411c , \..._ I b . (o (o GC'JC, =7 o . P d z,— / 'S = �, (-Pc /c& A 15 -x, / 1 \ 1. � -- L k W \ - S ( 01/4 49 is I \ 3,1 5 I s C.) — 0 f 7 M ,: - 0 1'6 L .\\ _33`' 9 ^ Lto1 331 O 7- (.1 1-f"1\" (6‘‘ z 00 0 W= i W0 u.? I z � zE- W ui 0 0— ❑ H W I LL H — w z C z 0 z To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Title : Dsgnr: Description : Scope : Job # Date: 5:01 PM, 24 JUL 02 Rev: 510303 User. KW- 0603315. Ver5.1.3.22- Jun -1999. W1n32 (c) 1983-99 ENERCALC General Footing Analysis & Design Page 1 c: \ enercalc \Ilmar tukwila.ecw:Calculotions Description General Information Calculations are designed to ACI 318.95 and 1997 UBC Requirements Allowable Soil Bearing Short Term Increase Base Pedestal Height Seismic Zone Overburden Weight Live & Short Term Combined f'c Fy Concrete Weight [Loads Applied Vertical Load... Dead Load Live Load Short Term Load Applied Moments... Dead Load Live Load Short Term Applied Shears... Dead Load Live Load Short Term Summary X -X Min. Stability Ratio Y -Y Min. Stability Ratio Stair Landing Footing I DL +LL Max Soil Pressure 1,675.0 Allowable 2,000.0 "X' Ecc, of Resultant 7.577 in "Y' Ecc, of Resultant 0.000 in Shear Forces ACI 9-1 Two -Way Shear 6.54 psi One -Way Shears... Vu @ Left 4.28 psi Vu @ Right -0.85 psi Vu ® Top 1.71 psi Vu @ Bottom 1.71 psi Moments ACI 9.1 Mu ® Left -0.20 k -ft Mu @ Right 2.19 k -ft Mu @ Top 0.99 k -ft Mu ® Bottom 0.99 k -ft 2,000.0 psf 1.330 0.000 in 3 190.00 psf 3,000.0 psi 60,000.0 psi 150.00 pcf 2.800 k 5.700 k k Creates Rotation about Y -Y Axis (pressures CO left & right) 3.400 k -ft 6.700 k -ft 6.600 k -ft Creates Rotation about Y -Y Axis (pressures © left & right) k k k No Overturning 2.011 DL +LL +ST 2,321.2 psf 2,660.0 psf 12.528 in 0.000 in 1.500 :1 5.81 psi 2.08 psi -1.39 psi -0.89 psi 1.49 psi 0.30 psi 1.49 psi 0.30 psi ACI9 -2 ACI9 -3 -0.73 k -ft -0.48 k -ft 2.86 k -ft 1.01 k -ft 0.87 k -ft 0.18 k -ft 0.87 k -ft 0.18 k -ft Dimensions... Width along X -X Axis Length along Y -Y Axis Footing Thickness Col Dim. Along X -X Axis Col Dim. Along Y -Y Axis Min Steel Rebar Center To Edge Distance ...ecc along X -X Axis 0.000 in ...ecc along Y -Y Axis 0.000 in 4.25ft x 4.25ft Footing, 18.0in Thick, w/ Column Support 12.00 x 12.00in x 0.0in high Max Mu Required Steel Area Shear Stresses.... 1 -Way 2 -Way Creates Rotation about X -X Axis (pressures @ top & bot) k -ft k -ft k -ft Creates Rotation about X -X Axis (pressures © top & bot) k k k Actual 4.250 ft 4.250 ft 18.00 in 12.00 in 12.00 in 0.0014 3.50 in X Short Ecc > Width /6 Allowable 2.856 k -ft per ft 0.244 in2 per ft Vu 5.806 6.536 Vn Phi 93.113 psi 186.226 psi 'looting Design ACI 9 -2 ACI 9 -3 Vn ' Phl 6.03 psi 1.34 psi 186.23 psi 93.11 psi 93.11 psi 93.11 psi 93.11 psi Ru / Phi As Reci'd 3.9 psi -0.24 in2 per ft 15.1 psi 0.24 in2 per ft 5.3 psi 0.24 in2 per ft 5.3 psi 0.24 in2 per ft C3iwl G�YJ' 31rolt�1+"i21R ': To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Description Service Load Soil Pressures DL + LL DL + LL + ST Factored Load Soil Pressures ACI Eq. 9 -1 ACI Eq. 9 -2 ACI Eq. 9 -3 ACI 9 -1 & 9 -2 DL ACI 9 -1 & 9 -2 LL ACI 9 -1 & 9 -2 ST .,,.seismic = ST' : Stair Landing Footing 1.400 1.700 1.700 1.100 Left 96.17 0.00 144.92 0.00 0.00 Right 1,675.00 2,321.19 2,524.07 3,249.66 1,344.65 ACI 9 -2 Group Factor ACI 9 -3 Dead Load Factor ACI 9 -3 Short Term Factor Title : Dsgnr: Description : Scope : Job # Date: 5:01 PM, 24 JUL 02 s Rev: 510303 User. KW.0503315, Ver 5.1.3, 22Jun•1999, W1n32 (c) 198399 ENERCALC General Footing Analysis & Design Page 2 c: \ enercolcUimar tukwilo.ecw:Calculations [Soil Pressure Summary Top 885.59 885.59 1,334.49 1,239.82 513.02 Bottom 885.59 psf 885.59 psf 1,334.49 psf 1,239.82 psf 513.02 psf ACI Factors (per ACI, applied internally to entered loads) 0.750 0.900 1.300 UBC 1921.2.7 "1.4" Factor UBC 1921.2.7 "0.9" Factor 1.400 0.900 Number of Modes 3 Load Combination Number`.:: 1 + . Acceleration of Gravity 32.2 (ft/secA2) Convergence:Tolerance - .:. :.. ....... ..:.0.001; , ... . . Converge Work Vectors No Company : D'Amato Conversano, Inc. Designer : Dean L Schremp Job Number : Member ASD AISI 99 Code Checks. By Combination LC Member Label Code Chk Loc Shear Chk Loc Dir ASD Eqn. Message (ft) (ft) No Data to Print... Member ASD AISI 99 Code Details, By Combination LC Member Label Pn Tn Mn y -y Mn z -z Cb Cm y -y Cm z -z (k) (k) (k -ft) (k -ft No Data to Print... Alternate Shapes Section Member Suggested Alternate Shapes Set Label Replacement 1st Choice 2nd Choice 3rd Choice SEC1 N/A I No acceptable shapes found... Basic Load Case Data BLC No. Basic Load Case Description 1 None 2 Boundary Conditions Joint Label N1 Steel Design / NDS Parameters Member Section Length Lb y -y Lb z -z L_comp Cm y -y Cb Sway Label Set let let le_bend K y -y K z -z CH Cm z -z B y z R (ft) (ft) (ft) (ft) M1 I SEC1 5.83 1. 0. Rigid Diaphragms Master Joint Dynamics Input RSA/Frequencies Materials (General) Material Label Young's Modulus (ksi) Category Category Code Description X Translation Y Translation Z Translation MX Rotation k/in Win k/in (k- ft/rad) Reaction Reaction Reaction I Reaction Rigid Plane Rigidity Option (XY, YZ, ZX) QPilane / [M]embrane) No Diaphragms Defined... Gravity Inactive? Load Type Totals Direct X Y Z Joint Point Dist. Area Surf. Shear Modulus Poisson's Thermal Coef. (ksi) Ratio (per 10^5 F Y.7 . E'Y�'k.+>4."?1 h 7 'ism') +!i!' MY Rotation (k- ft/rad) Reaction Weight Density (k/ft ^3) RISA -3D Version 4.5b [J :\2002 Projects \02 -11 -163 Limar Tukwila \Stair Landing Column.r3d] July 24, 2002 5:04 PM Checked By: MZ Rotation (k- ft/rad) Reaction Yield Stress (ksi) 36 STL I 29000 I 11154 I .3 ) .65 I .49 Page 1 a No Response Spectra/Frequency Results Available... Steel Code ASD: AISC 9th, AISI 99 1,333 . Allowable'Stress' Increase Factor (ASI F) : ::•. Include Shear Deformation Yes Include: Warping;; '::. .::" .:' :." :. Yes . Display Sections for Member Calcs 5 MAX riternal :Sections for Member: Calcs.-..H 97' `: •• :: . :.•,.. Redesign Sections Yes P -Delta •Analysis Tolerance _ , , ; 0 +50 %:. :.` . : ° : Vertical Axis Y • Area :L•oad Mesh (in ^2r :.... . ...... . .. 144, ::: ` . . _ _.. Merge Tolerance (in) .12 1 N1 Ni 0 0 0 0 . No 0 . 0 • :0 . -- _, 0 _ 0 .._, .1.'; : :,; :..;;:N2;: ; ;:233'• ' 002. ,: , •0 •0 4798.152 :.; 0 :' 18:669e-3 N2 N1 0 0 _.. ti_:..., - ;:N2 . , 2:. . 0 0 No it N2 • :0 �� - 583 .. ' 0 0 No N2 L Y -8.5 _.. ti_:..., - ;:N2 . , 2:. . . L .. ....... • .. , • Mz . 16.7 ' .. 1 N1 0 8.5 0 0 0 -16.7 1 Totals: 0 8.5 0 NC 1 COG (ft): X: 0 Y: 5.83 Z: 0 :. 1 M1 1 0 0 0 0 NC NC ,015. :. :.' 0 . ': •. :0 .: , 4798.152 NC 3 -.001 .058 0 0 1199.538 NC ,.. 4 . ... =:002 :131 0 0.: • 533.128 NC 5 -.002 .233 0 0 299.885 NC Company : D'Amato Conversano, Inc. Designer : Dean L Schremp Job Number : Global Joint Coordinates Joint Label X Coordinate ( ft ) Joint Displacements, By Combination LC Joint Label X Translation Y Translation in Joint Loads /Enforced Displacements, Category : None, BLC 1 : Joint Label [L]oad,[M]ass,or Direction Magnitude fDlisalacement (k. k -ft. in. rad- k's Reactions, By Combination LC Joint Label X Force (k) Load Combinations Num Description I 1 I III! 1 1 1 Material Takeoff Material Shape Length (ft) STL I PIPE_8.0 J 5.83 Member Deflections, By Combination LC Member Label Section x- Translation y- Translation Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor in Y Coordinate in Y Force (k) in .a . V t� =.1 #l!�r4'. L ¢ t .` % n:±..... MMit IVM.. r;iYc,�r�, ±� ryvr ?;v�*' • 4 41. , Z Force (k) Z Coordinate Z Translation X Rotation X Moment /k.ftl Weight (k) Joint Temperature .167 Y Rotation Y Moment /k_ft1 RISA -3D Version 4.5b [J:\2002 Projects \02 -11 -163 Limar Tukwila \Stair Landing Column.r3d] July 24, 2002 5:04 PM Checked By: Detach from Z Rotation Z Moment /k.ftl z- Translation x- Rotation (n) Uy Ratio (n) Uz Ratio in (radians) Page 2 1 M1 1 8.5 0 0 0 0 -16.7 0 .922 - 11.922 8 :5 0... 0 0 .• . 0 .. ; .... -16.7 . . .:':• 3 8.5 0 0 0 0 -16.7 . . ,:,. , .4 . 8:5 i0 '.0.. 0:.. ;,0 NC 3 1.012 5 8.5 0 0 0 0 -16.7 1 M1 1 0 0 NC NC NC NC 0 .922 - 11.922 . 0 0 .:':• 3 0 0 NC NC NC NC . . r' . 4 .. :. 0 - 0. ', =NC . 'NC. ...NC.. NC 3 1.012 5 0 0 NC NC NC NC 1 M1 1 1.012 0 0 .922 - 11.922 0 0 .:':• , :3.2:.. •::1.012' : .:..,,. 0::;: ` .0: , . :".11:922 .:- 11:922 0 0'. 3 1.012 0 0 11.922 - 11.922 0 0 ,...; ::.:;'. ;,'`,..: 4 - 1 ":012;x; _; . .. •;'0: � • .. 0 -.':11.922 ' .. . ... . 2 , • - 11':92 ., .. :0 • "0 "' .. .. 5 1.012 0 0 11.922 - 11.922 I 0 0 Company : D'Amato Conversano, Inc. Designer : Dean L Schremp Job Number : Member Section Forces, By Combination LC Member Label Section Axial Shear y -y Member Stresses, By Combination LC Member Label Section Axial Shear y -y Shear z -z Bending y -top Bending y -bot Bending z -top Bending z -bot (ksi) (ksi) (ksi (ksi) 11 (ks Member Section Torsion, By Combination LC Member Label Section Torque k -ft Shear z -z Torque (k_ff1 July 24, 2002 5:04 PM Checked By: Moment y -y (k_ff1 Moment z -z Torsion Shear y -y Warp Shear z -z Warp Shear z -Bot Warp Bend z -Top Warp Bend ( ksi) (ksi) (ksi ( ksi) (ksi) Member Data X -Axis Shape / Material Phys End Releases K Joint Rotate Section Set Memb I -End J -End degrees Set TOM xyz xyz xyz xyz M1 I N1 I N2 I I SEC1 STL I Y Member Label I Joint 5.83 Mode Sha • es Joint Label No Mode Shape Results Available... Moving Loads Tag J Joint X Translation Pattern Label Increment Both 1st Joint ft Ways? 6th Joint No Data to Print ... Plate Corner Forces, By Combination Y Translation Plate /Shell Principal Stresses, By Combination Z Translation 2nd Joint 7th Joint X Rotation 3rd Joint 8th Joint Plate /Shell Forces, By Combination LC Plate Label Qx Qy Mx My Mxy Fx (k/ft) (k/ft) (k- ft/ft) (k- ft/ft) (k- ft/ft) (k/ft) End Offsets Inactive I -End J -End Code Length (in) (in) (ft) Y Rotation 4th Joint 9th Joint Fy (k/ft) Z Rotation 5th Joint 10th Joint LC Plate Label Joint Label X Force Y Force Z Force MX Moment MY Moment MZ Moment (k) (k) (k) (k -ft) (k -ft) (k -ft) No Data to Print... Fxy (k/ft) No Data to Print... LC Plate Label Surface Sigmal Sigma2 Tau Max Angle Von Mises Mop I (Blottom (ksi) Jksi) (ksi) (radians) (ksi) No Data to Print... RISA -3D Version 4.5b [J:\2002 Projects \02 -11 -163 Limar Tukwila \Stair Landing Column.r3d] 4L/ � Y kt` n!' e� 1M r 4 ' .•-. r +�a.w6n.+U1an'Y'nro- ewy'..r - -ur. Page 3 SEC1 PIPE_8.0 STL 8.399 1.2 1.2 72.489 72.489 144.978 t :SEC2ii .:.,. , ' , :.1, t ..:... .. . : , ., - ... � s: STL .. " '.71::::- :: ; �::.t2. ,'";:. _ • , ,1 - ... .' .. - • . 1 SECS STL 1 1.2 1.2 1 1 1 Company : D'Amato Conversano, Inc. Designer : Dean L Schremp Job Number : Plate/Shell Elements Plate Label A Joint B Joint C Joint D Joint Material Set Thickness Stress Location Inactive? (in) 'R' 'S' No Data to Print ... Redesign Criteria Section Set Max Depth Min Depth Max Width (in) (in) (in) SEC1 I 8 I 4 I 8 Sections Section Label Member AISC ASD 9th Code Checks, By Combination Loc Shear Chk Loc (ft) (ft) LC Member Label Database Shape Code Chk Member AISC ASD 9th Code Details, By Combination LC Member Label Fa Ft Fb y -y (ksi) (ksi) (ksi) I 1 1 M1 I 20.36 I 21.6 I 23.76 No Stories Defined... Member NDS Code Checks, By Combination Wood Material Parameters Material Label Area in A2 Fb2' (ksi) Fb z -z (ksi) Min Width (in) 4 SA(yy) SA(zz) Dir I y -y inA4 ASD Eqn. 1 M1 I .551 0 .000 0 I H1 -3 Cb Max Code Check Min Code Check 23.76 I 1 I .6 Story Drift, By Combination LC Story X Direction Y Direction Z Direction Number Joint Label Drift % of Ht. Joint Label Drift % of Ht. Joint Label Drift % of Ht. (in) (in) (in) LC Member Label Code Chk Loc Shear Chk Loc Dir Eqn (ft) (ft) No Data to Print... Member NDS Code Details, By Combination LC Member Label Fc' Ft' Fbi' (ksi) (ksi) (ksi) No Data to Print... Fv' (ksi) RB July 24, 2002 5:04 PM Checked By: .95 I z -z J (Torsion) T/C Message Cm y -y Cm z -z CL Message 1 CP RISA -3D Version 4.5b [J:\2002 Projects \02 -11 -163 Limar Tukwila \Stair Landing Column.r3d] Page 4 Wood Set NDS Species Therm Weight Label Database Fb Ft Fv Fc E Poisson's Coef. Density (ksi) (ksi) (ksi) (ksi) (ksi) Cm Cr E mod Ratio (10^5 F) (k/ft^3) No Data to Print ... y. -'` �i, , AVP: 1 " S ' - h `1iE'°r T`!?r i' IZZ.V5. 51'2”. �� : ' � ......w- `.. - ^ � ..............- ....�....w».. "' +r.: +•,f��>>v?� ri7^ �T� r ro s DCI ENGINEERS IN D'AMATO CONVERSANO INC. Project No. Project Subject 1 —A- O LA V t. F-- rr" F-rL Sheet No. Date O'L By 56,1/4 L& N� n-7<- iJ ti � S \ �t -� S' �d�►, i 1 B /4. ()-> f t -►..\L I W J U O 0 cn W= J H w 0 � a cn = z � 1- 0 z1- W U O , O -. • 1- w • w . W Z U N O • ~ z To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Rev: 510303 User. I(W-0603315, Ver 5,1.3.22•Jur1-1999. Wi■32 (c) 1953.99 ENERCALC General Footing Analysis & Design Page 1 II c: \enercalc \Ilmar tukwila.ecw:Calculations Description L Genea1 Information Calculations are designed to ACI 318 -95 and 1997 UBC Requirements Allowable Soil Bearing Short Term Increase Base Pedestal Height Seismic Zone Overburden Weight Live & Short Term Combined fc Fy Concrete Weight Loads r Applied Vertical Load... Dead Load Live Load Short Term Load Applied Moments... Dead Load Live Load Short Term Applied Shears... Dead Load Live Load Short Term Summary Max Soil Pressure Allowable "X' Ecc, of Resultant "Y' Ecc, of Resultant X -X Min. Stability Ratio Y -Y Min. Stability Ratio Monument Footing Shear Forces ACI 9 -1 Two -Way Shear 0.00 psi One -Way Shears... Vu © Left 0.00 psi Vu © Right 0.00 psi Vu © Top 0.00 psi Vu © Bottom 0.00 psi Moments ACI 9 -1 Mu ® Left 0.04 k -ft Mu © Right 0.04 k -ft Mu ® Top 0.02 k -ft Mu ® Bottom 0.02 k -ft 1,200.0 psf 1.330 0.000 in 3 0.00 psf 3,000.0 psi 60,000.0 psi 150.00 pcf 0.200 k k k Creates Rotation about Y -Y Axis (pressures © left & right) k -ft k -ft 0.200 k -ft Creates Rotation about Y -Y Axis (pressures © left & right) k k k 1.33ft x 1.00ft Footing, 24.0in Thick, w/ Column Support 2.00 x 2.00in x 0.0in high DL +LL DL +LL +ST 450.4 1,206.0 psf 1,200.0 1,596.0 psf 0.000 in 4.007 in 0.000 in 0.000 in No Overturning 1.992 1.500 :1 Title : Dsgnr: Description : Scope : Footing Design r ACI 9-2 ACI 9-3 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi ACI 9-2 ACI 9-3 -0.07 k -ft -0.04 k -ft 0.16 k -ft 0.10 k -ft 0.02 k -ft 0.01 k -ft 0.02 k -ft 0.01 k -ft Dimensions... Width along X -X Axis Length along Y -Y Axis Footing Thickness Col Dim. Along X -X Axis Col Dim. Along Y -Y Axis Min Steel % Rebar Center To Edge Distance ...ecc along X -X Axis 0.000 in ...ecc along Y -Y Axis 0.000 in Shear Stresses.... 1 -Way 2 -Way Creates Rotation about X -X Axis (pressures © top & bot) k -ft k -ft k -ft Creates Rotation about X -X Axis (pressures @I top & bot) k k k Max Mu Required Steel Area Vn * Phi 186.23 psi 93.11 psi 93.11 psi 93.11 psi 93.11 psi Ru / Phi 0.2 psi 0.4 psi 0.0 psi 0.0 psi Actual Job # Date: 1:09PM, 23 AUG 02 1.330 ft 1.000 ft 24.00 in 2.00 in 2.00 in 0.0014 3.50 in X Short Ecc > Width /6 Allowable 0.162 k -ft per ft 0.344 in2 per ft Vu 0.000 0.000 Vn Phi 93.113 psi 186.226 psi As Req'd -0.34 in2 per ft 0.34 in2 per ft 0.34 in2 per ft 0.34 in2 per ft '.i1l+;a:•13S+i.:'luS+q` u:w .ltM; t{r,'{ To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Description Service Load Soil Pressures DL + LL DL +LL +ST Factored Load Soil Pressures ACI Eq. 9 -1 ACI Eq. 9 -2 ACI Eq. 9 -3 ACI 9 -1 & 9 -2 DL ACI 9 -1 & 9 -2 LL ACI 9 -1 & 9 -2 ST ....seismic = ST • : Monument Footing 1.400 1.700 1.700 1.100 Left 450.38 0.00 630.53 0.00 0.00 Right . 450.38 1,206.04 630.53 1,688.46 1,085.44 ACI 9 -2 Group Factor ACI 9 -3 Dead Load Factor ACI 9 -3 Short Term Factor Title : Dsgnr: Description : Scope: Rev: 510303 User. KW-0603315, Ver 5.1.3, 22- Jun -1999. W1n32 (c) 1983.99 ENERCALC General Footing Analysis & Design Page 2 c, \ enercalc \Iimar tukwila.ecw :Calculations Soil Pressure Summary Top 450.38 450.38 630.53 630.53 405.34 Job # Date: 1:09PM, 23 AUG 02 Bottom 450.38 psf 450.38 psf 630.53 psf 630.53 psf 405.34 psf ACI Factors (per ACI, applied internally to entered loads) UBC 1921.2.7 "1.4" Factor 0.750 0.900 UBC 1921.2.7 "0.9" Factor 0.900 1.300 1.400 iE.ut..1 a.�.:.l..i✓lv s..t .L %Aft "st au+u.:uui3+4YCld DCI ENGINEERS E D'AMATO CONVERSANO INC. Project No. \.t 2 Project L1kA rAw 71.)vcy- !\ �Y.ti Subject Sheet No. Date By c--\1 1 vzs,c l�E1 'r \/ \or.) �- 4n \u V '• o• (Zz L1i2\ vFF\,f -ti1L. I 7 t5 " -14 Lam-4 D� 4 L -L FU2 L C � cl* ri C..6,"\N L - 12-r, pc,T,i)(k L 4 C3,75:-.0qp (3. 0\0,y c ,o)Lo, 1 i4 t,s` �c.a(i Oil. S L brbw.? L 10-N W? L\ C k • C01---1o1.3 L To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Rev: 510303 User. KW-0603315. Ver 5.1.3.22•Jun•1999. W1n32 (c) 1983.99 ENERCALC Cantilevered Retaining Wall Design Page 1 1 c: \enercalc \limar tukwila.ecw:Calculations Description Criteria r Retained Height Wall height above soil Slope Behind Wall Height of Soil over Toe Soil Density Wind on Stem Trash enclosure wall. 7.50 ft 0.00 ft = 0.00: 1 6.00 in 110.00 pcf 0.0 psf Lateral Load Applied to Stem Design Summary r Total Bearing Load = 1,824 lbs ...resultant ecc. = 6.54 in Soil Pressure CI Toe = 1,724 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored © Toe = 2,380 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 5.5 psi OK Footing Shear ® Heel = 13.8 psi OK Allowable = 93.1 psi Wall Stability Ratios Overturning = 1.80 OK Sliding = 1.62 OK Sliding Caics (Vertical Component Used) Lateral Sliding Force = 337.5 lbs less 100% Passive Force= - 0.0 lbs less 100% Friction Force= - 547.3 lbs Added Force Req'd = 0.0 lbs OK ....for 1.5 : 1 Stability = 0.0 lbs OK Footing Design Results M Toe Factored Pressure = 2,380 Mu' : Upward = 1,003 Mu' : Downward = . 144 Mu: Design = 859 Actual 1 -Way Shear = 5.52 Allow 1 -Way Shear = 93.11 Toe Reinforcing = None Spec'd Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Heel 0 psf 0 ft-# 726 ft-# 726 ft-# 13.81 psi 93.11 psi Soil Data Allow Soil Bearing Equivalent Fluid Pressure Heel Active Pressure Toe Active Pressure Passive Pressure Water height over heel FootingliSoil Friction Soil height to ignore for passive pressure Lateral Load Title : Dsgnr: Description : Scope : = 2,000.0 psf Method = 0.0 = 0.0 = 0.0 = 0.0 ft = 0.300 = 0.00 in 45.0 #/ft Stem Construction I Design height Wall Material Above "Ht" Thickness Rebar Size Rebar Spacing Rebar Placed at Design Data fb /FB + fa/Fa = Total Force © Section lbs = Moment....Actual ft-# = Moment Allowable = Shear Actual psi = Shear Allowable psi = Bar Develop ABOVE Ht. in = Bar Lap /Hook BELOW Ht. in = Wall Weight = Rebar Depth 'd' in = Masonry Data Top Stem Stem OK ft = 0.00 = Concrete 6.00 # 4 12.00 Center fm psi = Fs psi = Solid Grouting = Special Inspection = Modular Ratio 'n' Short Term Factor = Equiv. Solid Thick. _ Masonry Block Type = Normal Weight Concrete Data fc Fy Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S ' Fr Heel: Not req'd, Mu < S ' Fr Key: No key defined 0.853 573.8 2,151.6 2,523.0 15.9 93.1 17.09 6.47 72.5 3.00 psi = 3,000.0 psi = 60,000.0 Job # Date: 10:56AM, 23 AUG 02 Footing Strengths & Dimensions I f'c = 3,000 psi Min. As% Toe Width Heel Width Total Footing Width Fy = Footing Thickness = 60,000 psi 0.0014 1.00 ft 1.50 2.50 12.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft Cover @ Top = 3.00 in © Btm.= 3.00 in ...Height to Top = 7.50 ft ...Height to Bottom = 0.00 ft 1 r i To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. Rev: 510303 User. KW. 0603315, Ver 5.1.3.22-Jun -1999, WW2 (C) 1983.99 ENERCALC Cantilevered Retaining Wall Design Page 2 c: \enercalc \Iimar tukwlla.ecw:Calculations Description _ Summary of Overturning & Resisting Forces & Moments I Item Trash enclosure wall. OVERTURNING Force Distance Moment lbs ft ft-# Heel Active Pressure = Toe Active Pressure = Surcharge Over Toe = Adjacent Footing Load = Added Lateral Load = 337.5 4.75 Load © Stem Above Soil = SeismicLoad = Total = 337.5 Resisting/Overturning Ratio Vertical Loads used for Soil Pressure = O.T.M. = 1,603.1 1.80 1,824.3 lbs Vertical component of active pressure used for soil pressure 1,603.1 Title : Dsgnr: Description : Scope : Job # Date: 10:56AM, 23 AUG 02 RESISTING Force Distance lbs ft Moment ft-# 1,650.0 Soil Over Heel = 825.0 2.00 Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = 0.00 Soil Over Toe = 55.0 0.50 27.5 Surcharge Over Toe = Stem Weight(s) = 543.8 1.25 679.7 Earth ® Stem Transitions = Footing Weight = 375.0 1.25 468.7 Key Weight = Vert. Component = 25.6 2.50 63.9 Total = 1,824.3 lbs R.M.= 2,889.9 Project Info Project Address Riverpoint Corporate Center Date 1 -17 -03 c/ryo 18200 Cascade Avenue SE For Building Department Use FB 0 pF RM/T CF WA 98004 Tukwila. WA 98188 Applicant Name: CollinsWoerman Applicant Address: 777 108th Ave NE, Suite 400, Bellevue, Applicant Phone: 495-889-1' 113 Alteration Exceptions (check appropriate box) • ❑ No changes are being made to the lighting 12 Less than 60% of the fixtures are new, and installed lighting wattage is not being Increased g g Location Allowed (floor /room no.) Occupancy Description Watts per ft "" Area in ft Allowed x Area 1st Fl nor Office 1.20 14,858 17,830 2nd Floor Lobby 1 -70 608 730 '" From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 18,560 _ Location Number of Watts/ Watts (floor /room no.) Fixture Description Fixtures Fixture Proposed Bee attached (A - J21 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 14,396 Allowed Watts Area in ft Allowed Watts Location Description per ft or per If (or If for perimeter) x ft (or x If) Covered Parking 2 (standard paint) 0.2 W/ft Parking 2 (reflective paint) 0.3 W/ft Parking 0.2 W /ft Outdoor Areas Main Entry 0.2 W /ft 950 190 Bldg. (by facade) 0.25 W /Wife Bldg. (by perim) 7.5 W /If Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts 190 v v v Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Entry K 1 120 120 Entry M 1 20 20 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 1 40 2001 Washington State Nonresidential Energy Code Compliance Forms 2001 Was 'noton State Nonresidential Ener Code Co .fiance Firm Lighting Summary LTG -SUM First Edition. June 2001 Project Description ❑ New Building ❑ Addition ® Alteration ❑ Plans Included If plans not included, refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option Q Prescriptive Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over), Indicate Prescriptive & LPA spaces clearly on plans.) Maximum Allowed Li tin Watta (Interior) Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. Provosed Lighting Wattage (Interi ist all fixtures. For exempt lighting, not exception and leave Watts /Fixture blank. Maximum Allowed Lighting Wattage (Exterior Use mfgr listed maximum input wattage, For fixtures with hard -wired ballasts only, Provosed Lighting Wattag ( Exterior) the default table in the NREC Technical Reference Manual may also be used. T 0,/<A 2003 W _ Location Number of Watts/ Watts (floor /room no.) Fixture Description Fixtures Fixture Proposed Bee attached (A - J21 Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 14,396 Allowed Watts Area in ft Allowed Watts Location Description per ft or per If (or If for perimeter) x ft (or x If) Covered Parking 2 (standard paint) 0.2 W/ft Parking 2 (reflective paint) 0.3 W/ft Parking 0.2 W /ft Outdoor Areas Main Entry 0.2 W /ft 950 190 Bldg. (by facade) 0.25 W /Wife Bldg. (by perim) 7.5 W /If Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts 190 v v v Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Entry K 1 120 120 Entry M 1 20 20 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 1 40 2001 Washington State Nonresidential Energy Code Compliance Forms 2001 Was 'noton State Nonresidential Ener Code Co .fiance Firm Lighting Summary LTG -SUM First Edition. June 2001 Project Description ❑ New Building ❑ Addition ® Alteration ❑ Plans Included If plans not included, refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option Q Prescriptive Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over), Indicate Prescriptive & LPA spaces clearly on plans.) Maximum Allowed Li tin Watta (Interior) Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. Provosed Lighting Wattage (Interi ist all fixtures. For exempt lighting, not exception and leave Watts /Fixture blank. Maximum Allowed Lighting Wattage (Exterior Use mfgr listed maximum input wattage, For fixtures with hard -wired ballasts only, Provosed Lighting Wattag ( Exterior) the default table in the NREC Technical Reference Manual may also be used. T 0,/<A 2003 W Allowed Watts Area in ft Allowed Watts Location Description per ft or per If (or If for perimeter) x ft (or x If) Covered Parking 2 (standard paint) 0.2 W/ft Parking 2 (reflective paint) 0.3 W/ft Parking 0.2 W /ft Outdoor Areas Main Entry 0.2 W /ft 950 190 Bldg. (by facade) 0.25 W /Wife Bldg. (by perim) 7.5 W /If Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts 190 v v v Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Entry K 1 120 120 Entry M 1 20 20 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 1 40 2001 Washington State Nonresidential Energy Code Compliance Forms 2001 Was 'noton State Nonresidential Ener Code Co .fiance Firm Lighting Summary LTG -SUM First Edition. June 2001 Project Description ❑ New Building ❑ Addition ® Alteration ❑ Plans Included If plans not included, refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option Q Prescriptive Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over), Indicate Prescriptive & LPA spaces clearly on plans.) Maximum Allowed Li tin Watta (Interior) Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. Provosed Lighting Wattage (Interi ist all fixtures. For exempt lighting, not exception and leave Watts /Fixture blank. Maximum Allowed Lighting Wattage (Exterior Use mfgr listed maximum input wattage, For fixtures with hard -wired ballasts only, Provosed Lighting Wattag ( Exterior) the default table in the NREC Technical Reference Manual may also be used. T 0,/<A 2003 W v v v Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Entry K 1 120 120 Entry M 1 20 20 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 1 40 2001 Washington State Nonresidential Energy Code Compliance Forms 2001 Was 'noton State Nonresidential Ener Code Co .fiance Firm Lighting Summary LTG -SUM First Edition. June 2001 Project Description ❑ New Building ❑ Addition ® Alteration ❑ Plans Included If plans not included, refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option Q Prescriptive Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over), Indicate Prescriptive & LPA spaces clearly on plans.) Maximum Allowed Li tin Watta (Interior) Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. Provosed Lighting Wattage (Interi ist all fixtures. For exempt lighting, not exception and leave Watts /Fixture blank. Maximum Allowed Lighting Wattage (Exterior Use mfgr listed maximum input wattage, For fixtures with hard -wired ballasts only, Provosed Lighting Wattag ( Exterior) the default table in the NREC Technical Reference Manual may also be used. T 0,/<A 2003 W 2001 Washington State Nonresidential Energy Code Compliance Forms 2001 Was 'noton State Nonresidential Ener Code Co .fiance Firm Lighting Summary LTG -SUM First Edition. June 2001 Project Description ❑ New Building ❑ Addition ® Alteration ❑ Plans Included If plans not included, refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option Q Prescriptive Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over), Indicate Prescriptive & LPA spaces clearly on plans.) Maximum Allowed Li tin Watta (Interior) Notes: 1. Use manufacturer's listed maximum input wattage. For hard -wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. Include exit lights unless less than 5 watts per fixture. Provosed Lighting Wattage (Interi ist all fixtures. For exempt lighting, not exception and leave Watts /Fixture blank. Maximum Allowed Lighting Wattage (Exterior Use mfgr listed maximum input wattage, For fixtures with hard -wired ballasts only, Provosed Lighting Wattag ( Exterior) the default table in the NREC Technical Reference Manual may also be used. T 0,/<A 2003 W Use LPA`. (W/sf) Use' LPA` (W/sf) Painting, welding, carpentry, machine shoos 2.3 Police and fire stations" 1.5 Barber shoos, beauty shops 2.0 Atria (atriums) 1.0 Hotel banauet/conference /exhibition hall'" 2.0 Assembly spaces', auditoriums, gymnasia', heaters 1.0 Laboratories 2.0 Group R -1 common areas 1.0 Aircraft repair hangars 1.5 Process plants 1,0 Cafeterias. fast food establishments' 1.5 Restaurants/bars' 1.0 Factories, workshoos. handlinvreas 1.5 Locker and /or shower facilities 0.8 Gas stations, auto repair shops I 1.5 Warehouses ', storage areas 0.5 Institutions 1.5 Aircraft storage hangars 0.4 Libraries' 1.5 Retail' retail banking 1.5 Nursing homes and hotel /motel guest rooms 1.5 Parking garages See Section 1532 Wholesale stores (pallet rack shelving) 1.5 Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildings (Group E occupancy only), school classrooms. day care centers 1.35 Main floor building lobbies' (except mall concourses) 1.2 Laundries 1.3 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0,8 Office buildings, office /administrative areas in facilities of other use types (Including but not limited to schools hospitals, Institutions, museums, banks, churches) ' ' 1.2 Footnotes for Table 15 -1 2001 Washington Slate Nonresidential Energy Code Compliance Farms 2001 Washin ton State Nonresidential Ener. Code Com.liance Form Lighting Summary (back) LTG -SUM First Edition • June 2001 Prescriptive Spaces Occupancy: 0 Warehouses, storage areas or aircraft storage hangers 0 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: TABLE 15 -1 Unit Lighting Power Allowance (LPA ❑ 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 -1, T -2, T•4, T -5, T -6, T -8 3. Lamps are 5 -50 Watts, and 4. Ballasts are electronic ballasts 5. Exit lights < 5 watts /fixture 6. Screw -in compact fluorescent fixtures do not qualify In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet, 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Includes pump area under canopy. 7) In cases In which a lighting plan is submitted for only a portion of a 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 Llghting,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) Display window illumination Installed within 2 feet of the window, lighting for free - standing display where the lighting moves with the display, and building showcase illumination where the lighting is enclosed within the showcase are exempt. An additional 1.5 w /ft of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling- mounted track or directly on or recessed Into the ceiling itself (not on the wall). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two points of track attachment). c) fitted with tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only If the lighting is actually installed, 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. 1) RiverPoint Corporate Center 17 January 2003 Lighting Summary Proposed Lighting Wattage (Interior) Location fixture description number of watts /fixture watts Fixtures proposed Office A 141 64 9,024 Conference A2 9 80 720 Corridor B 18 27 486 Lobby /Restroom C 46 32 1,472 Restroom D 19 70 1,330 Restroom E 4 75 300 Conference F 4 50 200 Conference /Corridor G 9 32 288 Restroom H 4 64 256 Restroom J1 6 32 192 Restroom J2 4 32 128 Total Proposed Watts 14,396 Proposed Lighting Wattage (Exterior) Location fixture description number of watts /fixture watts Fixtures proposed Main Entry K 1 120 120 Main Entry M 1 20 20 Total Proposed Watts 140 Note: 1) See attached Light Fixture Schedule, dated 8.1.02, for fixture specification and details. P;22:02029t1fs RiverPoint Corporate Center 17 January 2003 Lighting Summary Proposed Lighting Wattage (Interior) 1 Location fixture description number of watts /fixture watts w re Fixtures proposed D Office A 141 64 9,024 o . Conference A2 9 80 720 0 Corridor B 18 27 486 w i Lo bby /Restroom C 46 32 1,472 10 o Restroom D 19 70 1,330 W Restroom E 4 75 300 Conference F 4 50 200 a. Conference /Corridor G 9 32 288 E cl Restroom H 4 64 256 Z I . Restroom J1 6 32 192 H o Restroom J2 4 32 128 z 1- 111 Total Proposed Watts 14,396 D 0 O S r i , O I-- WW H U `L 0 Location fixture description number of watts /fixture watts z Fixtures proposed w S.2 Main Entry K 1 120 120 0 m Main Entry M 1 20 20 z Proposed Lighting Wattage (Exterior) Total Proposed Watts 140 Note: 1) See attached Light Fixture Schedule, dated 8.1.02, for fixture specification and details. P:22:02029tIfs Al 2x4 Direct/Indirect Lightolier CRS Recessed Direct/Indirect TB fluor 2x32W White Microperforated Mesh A2 2x2 Direct/Indirect Lightotier CRS Recessed Direct/Indirect T8 fluor 2x 40W White Microperforated Mesh Double Wall Wash B 1 x 1 Parabolic Columbia C1212; 12" x 12" parabolic C fluor 27wTT White w/ LID reflector C Downlight Lightolier Calculite:8021 CCLP:6" Aperture C fluor 32TRT Comfort Clear Polished Flange D Downlight Lightolier Calculite:DL61 CL:DL6A 70HC M Hallide 70W White Lobby 2 -story space E Downlight tbd Component part of shower tbd tbd tbd Wet use; in showers F Accent Lithonia DLV Series Low Voltage Downlight Halogen MR 16/50W White Locker Room /Conference Room G Wall Washer Lightolier Calculite:8021WWCCLP:6" Aperture C fluor 32W Comfort Clear Polished Flange H Wall light Corelite Class A Wall Perf AW -SP -T8 T8 fluor 2x32W White Restroom J1 Recessed Perim. Lithonia RP- 2 -RS -S -PBL T8 fluor 32W White enamel Restroom Vanity J2 Recessed Perim. Lithonia RP- 2 -RS -S -PBL T8 fluor 32W White enamel Locker Room Vanity K Pendant LBL Lighting Batons Halogen 12x10W Satin Chrome Black Lobby 30" Ht. L Exterior Bollard Arch Landscape Ltg. LL -31 / 50MH - 120/277 M Hallide 50W M Recessed Accent Kim LTV761- PR- 50HAL120 w/ TR60 trim ring Halogen PAR 20 Die -cast brass Beam throw to column face N Exterior Parking Lot Arch Landscape Ltg. AL -01 B / Reflector Type A M Hallide 100W Bronze Anodized SQAS - 4007 -16' pole / T2 Tenon LIGHT FIXTURE SCHEDULE RIVERPOINT CORP CENTER 8.1.02 Fixture No. Type Manufacturer Model Type Lamp Dimmer Finish Watts LIMAR REALTY Remarks MAYES TESTING ENGINEERS, INC. aa�;h' RYpik ,� September 18, 2003 City of Tukwila Building Department 6200 South Center Blvd Tukwila, WA 98188 -8188 Attn.: Bill Rambo Re: Riverpoint Cnrn Center 18200 Cascade Avenue South Tukwila, WA MTE Project No. E3121 Gentlemen: This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent you. To the best of our knowledge, all work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes. Special inspection was provided for: We trust that this provides you with the information that you require. Should you have any questions, give us a call. Sincerely, Soil Bearing Capacity Reinforced Concrete Structural Steel Wedding and Bolting Ultrasonic Testing MAYES TESTING ENGINEERS, INC. Michael S. Dolder, P.E. Vice President MSD:rsm Cc: David Holmes - Collins Woreman Todd Parker -GLY SEp 2 2 2003 FINAL LETTER Permit No. D03 -043 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 MAYES TESTING ENGINEERS, INC Project : Client: Client Address: 1730 S. El Camino Real Suite 400 San Mateo, WA 94402 Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) Riverpointe Corporate Center GLY Construction Co. Inc. - Bellevue 61 °F Clear Concrete Miles 102785 0604af3 Slu Entrained Air (ASTM C143) (ASTM C231) 61 ° [Water / Cement Ratio: 0.414 [Placement Location and Notes j Dumpster enclosure footings, next to building 18200. 3 -1/2" 4 % Date Receive 5 -8 -03 .. (et'l ,..�:7 "4' :: . [Design Strength (t'c): COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) 5/7/2003 0004 496621 5/14/2003 1 7 93170 1 6 x 12 5/7/2003 0004 49663 _ 6/4/2003 28 129174 1 6 x 12 5/7/2003 0004 49664 1 6/4/2003 28 120806 1 6 x 12 0004 49665 6/4/2003 1 28 128103 1 6 x 12 1 Remark: 5/7/2003 Inspector(s): Paul Myers Tested by: Cheri Willett 5.99 5.99 5.99 5.99 Reviewed by: NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Project No: E3121 Issued on: 6 -5 -03 Permit # (s): Original: Revised: ❑ FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement - -Type I & II Polyheed 997 A/E Admix Dia (in) Surface Area Strength (psi) Failure Code 28.18 28.18 I 28.18 28.18 Weight (per cu.yd) 1,867.0 1,324.0 213.0 88.0 426.0 16.0 5.0 3000 Psi @ 28 days 3310 4580 4290 4550 lbs lbs lbs lbs lbs Oz Oz Everett Office 917 - 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 4=;,tz " " Michael S. Dolder, P.E. Technical Director Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 Ake gw �l �+ +�r anu kstsw.aaa +S� whxa a wxa c knd u : ,t..._M..s RECEIVE MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #. Owner: Architect: Engineer: Contractor: Page 10 Date: Weather: Inspection: REVIEWED BY: E3121 imar Realty Collins Woerman DCI GLY Construction Co., Inc. — Bellevue 8/21/03 Indoors Welding NT CORPORATE CENTER de Avenue S, Tukwila, WA y of Tukwila) ark A.iGalusha, P.E. cc: Bldg Dept -City of ukwila, Tom Bennett -Limar Realty, David Holmes - Collins Woerman, Bryan Haakenson -GLY Construction 'Everett Office SEP 2 10 917 -134th Street SW ( t ren WA 98204 A -1 COMMUNITY ph 425.742.9360 AEVELOPMEN 1ax 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 Onsite at Riverpoint Corporate Center for ultrasonic weld inspection of CP welds in accordance with AWS D1.1 -00 specifications. Inspections performed on stair #3 channel splice. Channel splice is C12x20.7. Splice inspected was between 1 and ground floor, westernmost channel at approximately C.2/7.5 grid lines. Also, UT tested base plate extension for slotted holes in column at C.2/5.5. No problems noted. See attached UT Report for details. Welding continues on web stiffeners. Verified welder Stephen Jones possesses a current WABO card. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Mark Vassallo Piece No. Weld No. Defect No. A B C D Skip Distance Length of Defect Surface Dist Length of Sound Path Depth from Surface A X Y Thick- ness Joint ID Acc Rej Comments Defect Level Ref Level Atten Level Defect Rating Tf,Bf,Web 54 5/16 CP X Channel Splice Stair #3 54 CP X @ Approximately C.217.5 54 1/2 CP X Base Plate Extension Model: Serial No.: UT Equipment: USN - 50L Transducer: Frequency: Size: 5/8 x 5/8 Test Block or Reference: iiW Long Shear ❑ Method Used: Other ❑ Angle: 70 00P8H0 2.25 MAYES TESTING ENGINEERS, INC 917 134th St. SW, Suite A -1 Everett, WA 98204 10029 S. Tacoma Way, Suite E - Tacoma, WA 98299 7911 NE 33 rdDrive, Suite 190 Portland, OR 97211 Inspector: M. Vassallo Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 Decibels Report of Ultrasonic Examination Page: 1 of 1 Client: GLY MTE Project #: E3121 Project: Welding Process: Type Material: Date: 8 -21 -03 Riverpoint Corp. Center SMAW Carbon Steel Inches Notes: Sketch: Specifications: Section or Shape: AWS D1.1 -00 Channel, Plate MTE Form" 094 Rev 2, 5/02 MAYES TESTING ENGINEERS, INC Project : Riverpointe Corporate Center Client: Limar Realty Client Address: 1730 S. El Camino Real Suite 400 San Mateo, CA 94402 Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) I 62 ° GLY Construction Co. Inc. - Bellevue Water / Cement Ratio: 1 1 [Date Receive 7 -25 -03 0.394 [Placement Location and Notes j Lower half of stairway on the north end of the site, column for a sign on the east side of the site near the West Valley Highway. Date Made 7/24/2003 7/24/2003 7/24/2003 L7/24/2003 j Remark: Sample # Lab # 0007 0007 0007 53 ° F Clear Concrete Miles 28994 0645AF6 Slump (ASTM C143) 6" Entrained Air (ASTM C231) 4.9 % FIELD DATA (ASTM C31 and C172) Design I Mix Proportions: Ingredient Coarse Aggregate 3/4" 1,850.0 lbs Fine Aggregate 1,302.0 lbs Water 222.0 lbs Fly Ash 62.0 lbs Cement - -Type I & II 501.0 lbs MRWRA 34.0 Oz A/E Admix 5.0 Oz [Design Strength (?c): COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 53530 7/31/2003 [ 7 - j[ 924467 6 x 12 L53531 8/21/2003 213 111760 1 6 x 12 53532 L8/21 /2003 28 109380 I 6 x 12 Inspector(s): C.Trip Edgerton Tested by: Chris Pratt 5.99 28.18 6.00 6.00 0007 1 53533 1 8/21/2003 1 28 [114450 1 6 x 12 11 6.00 1 [ 28.27 j 1 4050 I Reviewed by: Original: Revised: ❑ 28.27 28.27 NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure RECEIVED SEP 2 2003 COMMUNITY DEVELOPMENT Project No: E3121 Weight (per cu.yd) 3000 Psi @ 28 days 3280 1 1 1 [ 3870 I Michael S. Dolder, P.E. Technical Director Everett Office 917 - 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 fn SS+'tii• MAYES TESTING ENGINEERS, INC. , MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 2 Date: Weather: Inspection: E3074 M D03 -149 (Cit UM OF FLIGHT LOBBY EXPANSION rginal Way S., Tukwila, WA of Tukwila) u - urn of Flight NBBJ - Seattle MKA - Seattle Sellen Construction Co, Inc. 8/25/03 Clear Reinforcing Steel / Reinforced Concrete RECEIVE SEP 2 2003 COMMUNITY DEVELOPMENT Everett Office 917-134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Tacoma Office 10029 S. Tacoma Way Suite E -2 Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 A) Conducted reinforcing steel inspection of lobby extension spread footings at grids N1 /A, E1.1 /EA, E1.1 /EB, E1.1 /EC. Reinforcing steel placement per details 13/S401, 18/S401. No exceptions were noted. B) Witnessed placement of, tested, sampled, and cast one set of (4) 4x8" test cylinders of Cadman mix #340161. Mix placed via forklift bucket and was mechanically consolidated as specified. Total of (13) cubic yards of mix #340161 placed at spread footing locations as described in paragraph "A" of this report. No exceptions were noted. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. REVIEWED BY: alusha, P.E. INSPECTOR: Del Spicer cc: Bldg Dept -City of kwila, Julie Lawton- Museum of Flight, Barney Mansavage -NBBJ, Brian Glover -MKA, Al Bergman - Sellen 11 -02 -2004 DAVID HOLMES 777 108 AV NE, SUITE 400 BELLEVUE WA 98004 RE: Permit No. D03 -043 18200 CASCADE AV TUKW Dear Permit Holder: city of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based • on the above, you are hereby advised to: Call the City of Tukwila Permit Center at 206 - 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one - time extension up to 180 days. Extension requests must be in writin.e and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 12/06/2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer, Permit Technician xc: Permit File No. D03 -043 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 -431 -3665 MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 3 Date: Weather: Inspection: Date: Weather: Inspection: REVIEWED BY: E3121 RIVERPOINT CORPORATE CENTER 18200 Cascade Avenue S, Tukwila, WA D03 -043 (City of Tukwila) Limar Realty Collins Woerman DCI GLY Construction Co., Inc. — Bellevue 5/14/03 Cloudy Rebar / Epoxy 5/16/03 Overcast Reinforced Concrete / Welding Galusha, P.E. INSPECTOR: Tom Cain Verified clearances and cleanliness of formed tapered column at C -9. Reinforcing steel previously approved. Monitored placement, by crane and bucket, of concrete mix supplied by Miles S/G into this column. Concrete was consolidated by vibration. Cast one set of test samples for laboratory analysis. Inspected and approved welds on glu -lam beam seats. All weldments exceed minimum size called for, and are visually free of defects and inclusions. INSPECTOR: Arnie Pitzen cc: Bldg Dept -City •f Tukwila, Tom Bennett -Limar Realty, David Holmes - Collins Woerman, Bryan Haakenson -GLY Construction 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 Inspected reinforcing for tapered column, vicinity of grids C /9, and found reinforcing cage to be according to approved plans prior to closing. Also, inspected installation of epoxied bolts for weld plates at 2 floor at D /10 and C/9.5 attachment to tilt panel wall. Contractor installed (6)'/8" diameter rod bolts per 9/S3.1 at each location. Embedment was 3%" minimum using specified epoxy (Hilti HY -150) into well - cleaned holes. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. MAYES TESTING ENGINEERS, INC. N.W., :. , ..ar::- • , gy 0 9 2003 D MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 1 Date: Weather: Inspection: Date: Weather: Inspection: REVIEWED BY: E3121 RIVERPOINT CORPORATE CENTER 18200 Cascade Avenue Tukwila, WA D03 -043 (City of Tukwil Limar Realty Collins Woerman DCI GLY Construction Co., Inc. — Bellevue 4/30/03 Overcast Soil Bearing Onsite as requested to verify soil subgrade for spread footings at the lobby expansion area. Footings are located at C.3/8.8; D /9; C.5/11.5 and C.5/11. Structural notes for project require allowable foundation pressure to be 2000psf. Used a T -probe to verify a solid and unyielding footing subgrade, meeting the 2000psf requirement. No exceptions were noted and contractor began to place reinforcing steel. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. 5/1/03 Sunny / 65 °F Reinforcing Steel / Concrete alusha, P.E. RECEIVED INSPECTOR: Paul Myers Verified reinforcing steel per plans for column bases located at grids 9 and 11 for steel columns and South of grid 9 between grids C and D for the concrete column base. Contractor placed both with (10) cubic yards of Miles mix #50596 with 5" slump and 68 °F temperature. Concrete was placed directly from the chute and vibrated in place. Cylinders were cast for 7- and 28 -day specimens for 3000psi. Contractor also placed planter footings after the column bases for a total of (14) cubic yards. No discrepancies noted. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. INSPECTOR: Lonny Morrison cc: Bldg Dept -City . f ukwila, Tom Bennett -Limar Realty, David Holmes- Collins Woerman, Bryan Haakenson -GLY Construction 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 'e;:G:.�.i: ��' "i•'..':c »4�:1:1:J.':.is� . rdl. l:..G�3:ti.- aiiu.' �..� MAYES TESTING ENGINEERS, INC. 1 •i •, ;.i: /µWt r�S - 4, 1414 . 3 .. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 4 Date: Weather: Inspection: REVIEWED BY: cc: Bldg Dept -City E3121 RIVERPOINT CORPORATE CENTER 18200 Cascade Avenue S, Tukyula, WA 003 -043 (City of Tukwila) Limar Realty Collins Woerman DCI GLY Construction Co., Inc. — Bellevue 6/13/03 Cloudy Epoxy Grouting sha, P.E. f wiia, Tom Bennett -Limar Realty, David Holmes - Collins Woerman, Bryan Haakenso -GLY Construction 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 Observed epoxy grouting of threaded rod for anchoring base plate of tube steel columns at C /9, 11.4/D, B.5/11.4, and for stairs at approximately 11/C.5 grid area. All per S2.1 and 18/3.1. Also, epoxy grouted beams for 2 floor supports to tilt -up walls at C/9 and at D/11.4, diagonal steel at 9/D area, and column to tilt -up at roof level at D /9. All per 17/S2.1, 16/S3.1 and 13/S3.1. All holes were blown, brushed and /or vacuumed clean of debris and water, and then filled with Hilti HY -150. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. INSPECTOR: Lisa Pyper iA�uic't[,:a :wCr..iu.+cypLr:ix p4�.t { %inJt .9. i MAYES TESTING ENGINEERS, INC Project : Client: Client Address: 1730 S. El Camino Real Suite 400 San Mateo, WA 94402 Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 63 ° Water / Cement Ratio: Date Receive 0.257 5 -17 -03 Placement Location and Notes Tapered column at C -9. Date Made I 5/16/2003 0005 50061 1 5/23/2003 I 7 I 5/16/2003 0005 50062 6/13/2003 28 5/16/2003 0005 50063 1 6/13/2003 [ 28 5/16/2003 1 0005 500641 6/13/2003 128,J Remark: Riverpointe Corporate Center GLY Construction Co. Inc. - Bellevue Sample # 48 °F Overcast Concrete Miles 16473 0645 of 6 1 Slump Entrained Air (ASTM C143) (ASTM C231) 4" COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code Inspector(s): Arnie Pitzen Tested by: Cheri Willett FIELD DATA (ASTM C31 and C172) Actual l Mix Proportions: Ingredient Coarse Aggregate Fine Aggregate Water Fly Ash Cement - -Type I & II Polyheed A/E Admix Design Strength (?c): 1 46890 1 4 x 8 59500 I 4 x 8 59450 I 4 x 8 55500 I 4 x 8 4.02 4.02 4.02 4.02 Reviewed by: NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Project No: E3121 Issued on: 6 -16 -03 Permit # (s): D03 043 Original: Revised: ❑ 12.69 12.69 I 12.69 12.69 Weight (per cu.yd) 1,765.0 lbs 1,066.0 lbs 147.0 lbs 95.0 lbs 476.0 lbs 34.0 Oz 20.0 Oz 4000 Psi @ 28 days 3690 , 4690 4680 4370 Michael S. Dolder, P.E. Technical Director Everett Office 917 - 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 • Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7 -0 l� L�;::i.,.k�bU"w',•i:�if `�:Y >+'.tu',+'�'fr�::u�dtiHYr`� ::11w'��'wi'Wnr ti LZi a4�*+�'t'i. MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 2 Date: Weather: Inspection: Date: Weather: Inspection: E3121 RIVERPOINT CORPORATE CENTER 18200 Cascade Avenue D03 -043 (City of Tukwila wila, WA Lima Realty Collins Woerman DCI GLY Construction Co., Inc. — Bellevue 5/6/03 Partly Cloudy Reinforcing Steel / Reinforced Concrete 5/7/03 Clear Reinforced Concrete / Soils RECEIVED Everett Office MAY 16 20 3 th Street SW COMMUNITY Everett, WA 98204 - J 425.742.9360 DEVELOPMEN 25,746,173 tax 425.745.1737 Field test results are as follows: slump — 5 '/z "; ambient air temperature — 48 °F; sample temperature - 60 °F; air entrainment — 5.8 %; and truck ticket #102668. INSPECTOR: Del Spicer 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 Conducted final reinforcing steel inspection for entryway slabs -on -grade at grids C to D.3/9 to 9.3, B.6 to D/10.9 to 11.2 of Building #2. After addressing some minor clearance issues, no excep- tions noted to details on approved drawings. Witness placement of, tested, sampled, and cast one set of (4) 4x8" test cylinders of Miles mix #0645af6. Mix was placed via truck chute into locations mentioned above, and was mechanically consolidated as specified. A total of (20) cubic yards were placed. No exceptions were noted. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. Used a T -probe to verify a suitable subgrade for footings for Dumpster enclosure next to Bldg. 18200. Soil subgrade was found to be solid and unyielding. Performed a final inspection of reinforcing steel in footings for Dumpster enclosure next to Bldg. 18200. All reinforcing steel was placed according to plan and specifications. No exceptions were noted. Monitored the placement of (6) cubic yards of Miles concrete mix #0640af3, 3000psi, into Dumpster footings. Concrete was placed by chute and mechanical consolidation was used. Sampled concrete and cast (4) 6x12" concrete test cylinders. To the best of our knowledge, all items inspected today are in conformance with approved plans and specifications. REVIEWED BY: l alusha, P.E. INSPECTOR: Paul Myers cc: Bldg Dept -City f Tukwila, Tom Bennett -Limar Realty, David Holmes - Collins Woerman, Bryan Haakenson -GLY Construction •j'4,yir: one S' Z'li MAYES TESTING ENGINEERS, INC Project : Riverpointe Corporate Center Client: Limar Realty Client Address: 1730 S. El Camino Real Suite 400 San Mateo, WA 94402 Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : [Water / Cement Ratio: L 0.431 GLY Construction Co. Inc. - Bellevue 63 °F Sunny Concrete Miles 100660 50596 MixDesign ID : Sp Te. (AS le 0106 ((ASTM Slump C143) 68 5" [Date Receive 5 -2 -03 Entrained Air (ASTM C231) Inspector(s): Lonny Morrison Tested by: Yavita Kotomaim RECEIVED MAY 16 2003 COMMUNITY DEVELOPMENT Project No: E3121 Issued on: 5 -12 -03 Permit # (s): D03 043 Original: Revised: ❑ FIELD DATA (ASTM C31 and C172) Actual I Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 3/4" 1,866.0 lbs Fine Aggregate 1,323.0 lbs Water 223.0 lbs Fly Ash 90.0 lbs Cement —Type I & I I 428.0 lbs Polyheed 997 16.0 Oz [Design Strength (Pc): 3000 Psi @ 28 days (Placement Location and Notes j Column bases at grids 9 and 11 for steel columns and south grid 9 between C and D for one concrete column. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area F 0002 49482 1 5/8/2003 7 j 43685 14 x 8 1[4.02 1 L 12.69 L 5/1/2003 0002 149483 1 5/29/2003 1 28 IL ( 4 x 8 L 5/1/2003 0002 4948 28 IL 1 4 x 8 I P _] L5/1/2003 [ 0002 149485 1 6/26/2003 1 56 1P 1 4 x 8 1 1 J Remark: Reviewed by: NOTES: Failure descriptions for samples tested with neoprene pads are not reported. ' S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Strength (psi) Failure Code L 3440 1 [ _ _1 ' L IC echnic Everett Office 917 - 134th Street SW Suite Al Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 PC �-o,�; H. S, D Dolder, P.E. Director Information in this report applies only to the actual samples tested and shall nol be reproduced without the approval of Mayes Testing Engineers, Inc. mu. Form #150. Rev 3. 7.0 MAYES TESTING ENGINEERS, INC Project : Riverpointe Corporate Center Client: Limar Realty Client Address: 1730 S. El Camino Real Suite 400 San Mateo, WA 94402 Contractor: GLY Construction Co. Inc. - Bellevue Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) Date Made Sample # 0002 5/1/2003 0002 5/1/2003 0002 5/1/2003 Remark: 63 ° F Sunny Concrete Miles 100660 50596 ( Slump (ASTM C143) (ASTM C231) Entrained Air 68 ° [Water / Cement Ratio: LL 0.431 [Placement Location and Notes j Column bases at grids 9 and 11 for steel columns and south grid 9 between C and D for one concrete column. 5" Date Receive 5 - 2 - 03 5/1/2003 494821 5/8/2003 49483 1 5/29/2003 49484 j 5/29/2003 28 0002 49485 1 5/29/2003 28 Inspector(s): Lonny Morrison Tested by: Israel Estrada RECEIVED COMMUNITY DEVELOPMENT FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement —Type I & II Polyheed 997 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 7 28 [Design Strength (fc): 43685 1 4x8 63227 1 4 x 8 61834 T4x8 65174 L 4 x 8 4.02 4.05 4.05 4.05 Reviewed by: Original: Revised: ❑ NOTES: Failure descriptions for samples tested with neoprene pads are not reported. * S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Project No: E3121 Issued on: 6 -2 -03 Permit # (s� � 3,Q43 12.69 12.88 12.88 12.88 Weight (per cu.yd) 1,866.0 1,323.0 223.0 90.0 428.0 16.0 3000 Psi @ 28 days 3440 4910 4800 50601 lbs lbs lbs lbs lbs Oz Michael S. Dolder, P.E. Technical Director Everett Office 917 - 134th Street SW Suite Al Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 J Information In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC Project : Client: Client Address: 1730 S. El Camino Real Suite 400 San Mateo, WA 94402 Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 60 ° F [Water / Cement Ratio: 0.280 Date Made L5/6/2003 5/6/2003 5/6/2003 Remark: Sample # Riverpointe Corporate Center GLY Construction Co. Inc. - Bellevue 0003 48 °F Partly Cloudy Concrete Miles 102668 0645 of 6 Slump (ASTM C143) 5 -1/2" Date Receive i 5 -7 -03 I Entrained Air (ASTM C231) [Placement Location and Notes Entry way slabs on grade for building #2 at grids C- D.3/9 -.93, B.6- D/10.9 -11.2. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 49639 1 5/13/2003 0003 49640 6/3/2003 7 28 0003 1496411 6/3/2003 28 5/6/2003 0003 496421 6/3/2003 128 Inspector(s): Del Spicer Tested by: Cheri Willett 49950 1 4 x 8 61701 1 4 x 8 65888 1 4 x 8 66420 1 4 x 8 4.03 4.01 4.01 4.01 Reviewed NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Project No: E3121 Issued on: 6 -3 -03 Permit # (s): D03 043 L 12.63 0 Original: Revised: ❑ FIELD DATA (ASTM C31 and C172) Design Mix Proportions: Ingredient Coarse Aggregate 1" Fine Aggregate Water Fly Ash Cement —Type I & II Polyheed 997 5.8 % A/E Admix Weight (per cu.yd) 1,866.0 lbs 1,345.0 lbs 158.0 lbs 94.0 lbs 470.0 lbs 34.0 Oz 5.0 Oz [Design Strength (fc): 1 3000 Psi @ 28 days 12.76 12.63 12.63 3920 4890 5220 5260 Michael S. Dolder, P.E. Technical Director Everett Office 917 - 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 x 14:11: .4;44,L4144'44413■0.4,13 •iii:i.:3::9:xii:#) t2. MAYES TESTING ENGINEERS, INC Project : Riverpointe Corporate Center Client: Limar Realty Client Address: 1730 S. El Camino Real Suite 400 San Mateo, WA 94402 Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 60 ° F GLY Construction Co. Inc. - Bellevue 48 °F Partly Cloudy Concrete Miles 102668 0645 of 6 [(AST Slump M C143) ( 5 - 1/2" 5.8 % [Water / Cement Ratio: [Date Receive 0.280 5 -7 -03 Placement Location and Notes Entry way slabs on grade for building #2 at grids C- D.3/9 -.93, B.6- D/10.9 -11.2. Date Made Sample # 0003 49639 5/13/2003 I 7 1 49640 6/3/2003 128 5/6/2003 0003 49641 1 6/3/2003 128 5/6/2003 0003 49642 7/1/2003 I 56 Remark: 5/6/2003 5/6/2003 0003 Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code Inspector(s): Tested by: Del Spicer Chris Pratt FIELD DATA (ASTM C31 and C172) Design 1 Mix Proportions: Ingredient Weight (per cu.yd) Coarse Aggregate 1" 1,866.0 lbs Fine Aggregate 1,345.0 lbs Water 158.0 lbs Fly Ash 94.0 lbs Cement - -Type I & I I 470.0 lbs Polyheed 997 34.0 Oz A/E Admix 5.0 Oz COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Design Strength (Pc): 3000 Psi @ 28 days 49950 I 4 x 8 4x8 4x8 I 4x8 l i 4.03 Reviewed by NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Project No: E3121 - Issued on: 5 -15 -03 Permit # (s): D03 0 Original: Revised: ❑ 12.76 3920 Everett Office 917 - 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 [ r J L_ J [___J • � E&P /I.S, D, el S. Dolder, P.E. chnical Director Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7-0 a 1 :Sct x wrc� MAYES TESTING ENGINEERS, INC • Project : Riverpointe Corporate Center Client: Limar Realty Client Address: 1730 S. El Camino Real Suite 400 San Mateo, WA 94402 Contractor: GLY Construction Co. Inc. - Bellevue Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 61 °F 61 °F Clear Concrete Miles 102785 0604af3 Slump Air (ASTM C143) [Entrained (ASTM C231) 3 -1/2" 4 % Water / Cement Ratio: [Date Receive 5 -8 -03 0.414 ;Placement Location and Notes j Dumpster enclosure footings, next to building 18200. 28 Inspector(s): Paul Myers Tested by: Chris Pratt FIELD DATA (ASTM C31 and C172) Original: Revised: ❑ Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement - -Type I & II Polyheed 997 A/E Admix [ Design Strength (fc): COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Made Sample # Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 5/7/2003 0004 4966215/14/2003 TT 1 93170 J 6 x 12 5/7/20037 0004 496631 6/4/2003 1_28 1 6 x 12 5/7/20031 0004 49664 6/4/2003 [ 5/7/2003 ] 0004 496651 7/2/2003 56 Remark: 1 6x12 J 6x12 1 [5.99 L Reviewed by: II J NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Project No: E3121 Issued on: 5 -15 -03 Permit # (s): D03 043 Weight (per cu.yd) 1,867.0 1,324.0 213.0 88.0 426.0 16.0 5.0 lbs lbs lbs lbs lbs Oz Oz 3000 Psi @ 28 days 28.18 1 [ 33101 F ]" I S. Dolder, P. hnical Director Everett Office 917 - 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 J • /c :N 5,D, Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7 -0 s'.T.:L L.':aAk,,. = MAYES TESTING ENGINEERS, INC Project : Riverpointe Corporate Center Client: Limar Realty Client Address: 1730 S. El Camino Real Suite 400 San Mateo, WA 94402 Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 63 ° Water / Cement Ratio: Date Receive i Placement Location and Notes' Tapered column at C -9. Date Made 5/16/2003 0005 150061 5/23/2003 7 5/16/2003 Remark: 0.257 5/16/2003 GLY Construction Co. Inc. - Bellevue Sample # 48 °F Overcast Concrete Miles 16473 0645 of 6 0005 0005 Slump Entraine (ASTM C143) (ASTM 4" 5 - 17 - 03 50062 1 6/13/2003 d Air C231) 28 5/16/2003 0005 50063 6/13/2003 28 50064 17/11/2003 1 56 L Inspector(s): Arnie Pitzen Tested by: Chris Pratt FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Ingredient Coarse Aggregate Fine Aggregate Water Fly Ash Cement —Type I & II Polyheed A/E Admix Design Strength (ft): 46890 4x8 14 x 8 II 4x8 i I 4 x 8 II 4.02 Reviewed by: NOTES: Failure descriptions for samples tested with neoprene pads are not reported, S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Project No: E3121 Issued on: 5 -27 -03 Permit # (s): D03 043 Original: Revised: ❑ 4000 Psi @ 28 days COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Lab # Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 12.69 Weight (per cu.yd) 1,765.0 lbs 1,066.0 lbs 147.0 lbs 95.0 lbs 476.0 lbs 34.0 Oz 20.0 Oz 3690 J Michael S. Dolder, P.E. Technical Director Everett Office 917 - 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form 0150, Rev 3. 7.0 MA YES TESTING ENGINEERS, INC. V MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 5 Date: Weather: Inspection: Date: Weather: Inspection: REVIEWED BY: cc: Bldg Dept -City Bryan Haakens E3121 RIVERPOINT CORPORATE CENTER 18200 Cascade Avenue S, Tukwila, WA D03 -043 (City of Tukwila Limar Realty Collins Woerman DCI GLY Construction Co., Inc. — Bellevue 6/27/03 Clear Welding / Grout Preliminary Inspection Complete welds noted above at stairs. 6/30/03 Rain Ultrasonic RF CF Tacoma Office 10029 S. Tacoma Way 1/ Suite E -2 D Tacoma, WA 98499 ph 253.584.3720 fax 253.584.3707 C O�,0tij I 1) . FN,>^ Inspected field welding for new staircase and landing; tube steel frames for store front window systems; 2x4 post under existing glu -lam; and canopy at entry. Found welds in accordance with approved plans; engineer's stamped sketches; and visually acceptable per AWS D1.1, except at East channel stringer to bent plate at 2 floor level — complete weld "all- around" per 14/S3.1; and West channel splice (complete penetration weld) at intermediate landing level — complete full penetration weld. Also, noted all base plates have been grouted with nonshrink grout (Target Nonshrink Grout) and can be poured back now. NONCONFORMING CONDITIONS /CORRECTIVE ACTION TAKEN: Repair crack in vertical weld. INSPECTOR: Tom Cain Arrived at the River Pointe Corporation Center in Tukwila for ultrasonic testing of welding on canopy welds. A small channel pieces was splice - welded to the fascia channel, which was cut too short for proper fit -up. The contractor does not have an engineer directive for this change. Inspection was performed on top and bottom flanges and the web section. A crack 3" long was noted visually and verified with magnetic particle testing. UT found the top and bottom flanges acceptable. The vertical weld is unacceptable due to a crack. See attached UT Report for results. INSPECTOR: Mike Virgilio ukwila, Tom Bennett -Limar Realty, David Holmes - Collins Woerman, n -GLY Construction Everett Office 917 -134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Portland Office 7911 NE 33rd Drive Suite 190 Portland, OR 97211 ph 503.281.7515 fax 503.281.7579 :4zta6r: Piece No. Weld No. Defect No. A B C D Skip Distance Length of Defect Surface Dist Length of Sound Path Depth from Surface A X Y Thick- ness Joint ID Acc Rej Comments Defect Level Ref Level Atten Level Defect Rating CANOPY TF 54 X BF 54 X Web 54 X REJECT VISUALLY Model: Serial No.: UT Equipment: USN5OL Transducer: Frequency: Size: 5/8 x 5/8 Test Block or Reference: IIW Long Shear Method Used: Other Angle: 70 00N9HK 2.25 ' MAYES TESTING ENGINEERS, INC 917 134th St. SW, Suite A -1 Everett, WA 98204 10029 S. Tacoma Way, Suite E -2 Tacoma, WA 98299 7911 NE 33 rd Drive, Suite 190 Portland, OR 97211 Inspector: M. Virgilio Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 Decibels Report of Ultrasonic Examination Page: Client: Project: River Pointe Corp. Center Welding Process: Type Material: Date: 6 -30 -03 FCAW CS Inches Notes: Sketch: MTE Project #: Specifications: Section or Shape: 1 of 1 E3121 AWS D1.1 Channel 4 MTE Form# 094 Rev 2, 5/02 z I • I- `~ W 6 JU O 0 W 1- U) W W O } J a. N I I— w Z = I— O Z • ~ no U O - • 1- w W H � IL — O .. z W 0 z AUG. 7. 2003 1:48PM COLLINS 3 z COLLINSWOERMAN aRCIITECTIIIE • FLAMES • IITEQ101 IEIIC 777100TH AVENUE NORTHEAST • SUITE 400 BELLEVUE WASHINGTON • 99094-811e T • 425 999 3383 F • 425 920 9118 • COLLINSWOERMAN,COM TRANSMITTAL TO • Bob Benedicto AT • City of Tukwila Department of Community Development PHONE • 206 FROM . David Holmes PROJECT • Limar Tukwila NUMBER OF PAGES INCLUDING COVER • 3 RECEIVED AUG 07 2003 COMMUNITY DEVELOPMENT NO. 0220 P. 1/3 X FACSIMILE MEM DATE • 7 August 2003 ADDRESS • 6300 Southcenter Blvd. Tukwila, WA 98188 FACSIMILE • 206 -431 -3665 REGARDING • 8-6-03 Meeting PROJECT NUMBER • 02029 Bob -- James Walker and myself appreciated the opportunity to discuss th you and Dave Larsen. As discussed yesterday, I am attaching the drawing used in the the fire -rated door, which isolates the Mail Room from the rated corridor. __ e CC • Tom Benne Limar Bryan Haakenson, GLY James Walker COPIES SENT VIA • FACSIMILE This facsimile transmission contains information which may be confidential or privileged The information is Intended to be for the use of the individual or entity named above. If you are not the intended recipient please be aware that any disclosure, copying, distribution or use of the contents of this Information is prohibited If you have received this facsimile in error, please notify us by telephone. COLLINSWOERMAN IS A WASHINGTON CORPORATION. DD iverpoint projectlwith e to install The following Is a summary of items discussed and agreed upon: 1. The current Lobby envelope is adequate in regard to the fire resistance and the addition of the fire /smoke dampers. 2. Provide a fire /smoke damper function test and insure the dampers are tied into the fire alarm system. 3. Final Inspections are required for Planning, Public Works, Fire, Plumbing, and Electrical. 4. Provide a final Testing/Inspection letter of compliance. 5. The ceiling assembly inspection was approved on 8 -5 -03. 6. Test the emergency lighting. 7. Glazing elements to be inspected. 8. Confirm that the Fire Alarm has ADA compliant horns, strobes, etc., if required by code. 9. Confirm that the existing Fire Protection Sprinkler system is code compliant with the removal of the previous Boeing wall partitions (both for coverage and over-coverage), the Fire Department will inspect. The project team looks forward to an expeditious and uneventful completion to this renovation project. COURIER POST ELECTRONIC PNConosOloknee \04079FB &doc AUG. 7,2003 1:49PM - COLLINSWOERMAN mrs1117010 Rlverpotnt Corporate Center 18200 8 18300 Cascade AVE south Tukwila. WA 96188 RFI et 0008.1 Answer Company COLLINS WOERMAN 777108T14 AVE NS STE 400 BELLEVUE, WA 98004 Co-Raspondant Subjeel Man Room at Rated Corridor Cc: Company Name Question Answered By David Holmes Prolog Manager P r eQ on, 5129/2003 GLYINT Detailed. RPIs Grouped by RFI Number Project Y $092 GLY CONSTRUCTION INC Tel: 42.5.251.8105 Fax: 425251.014 Author RA Number Dlacl pti Architectural Contact Name Copies Notes As the frame is a long lead Item, please respond as soon as possible. suggestion _ •i0r�a�oa�. - NO. 0220uo4.' P. 2/3:82 Request for Information 00081 Data Created: S129/2003 Author company Authored Ey GLY CONSTRUCTION, INC. Todd Parker PO B0x.8728 8ELLEVUE, WA 98008 -0728 Category Date Required: 8/2/2003 RFI B Addresse • the Citys RegLirernonts fat having a mai room adjacent to Ma rated corridor. The Inspector has now requested that a door be added to separate this room from the corridor. Please confirm the decision to add a 3'•0' x7'.0 Rated Hollow Metal Frame with Sidefite at the opening between the mailroom and Corridor 117. This hollow metal frame would be Identical to the frame for Conference 102. Answer Data Answered: C o1:; .l . 64'?4G P- 4 , 14I PA- 611 tsNi A eoir t4K40.1 T ` r _ q _ 4.1 t. R-OD1'4 01`67 -� -�.-� co ft.. t- T11 G 1 o- 0 Page 1 AUG, 7. 2003 1:49PM COLLINSWOERMAN f � r - -- � r - - � I II t RFL 36x18 36x24 i c: y NATE CT qI FFUSER ATIOrJ KISTING L 36x28 �oz 240 i lw�dA�w�N�eYfu Na 0220 P. 3/3 EXISTING 6 c� nnD D- rICTrRC MAYES TESTING ENGINEERS, INC ' Project : Riverpointe Corporate Center Client: Limar Realty Client Address: 1730 S. El Camino Real Suite 400 San Mateo, WA 94402 Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 62 ° Water / Cement Ratio: 1 1 Date Receive 7 -25 -03 Date Made 0.394 7/24/2003 1 0007 0007 7/24/2003 7/24/2003 1 0007 GLY Construction Co. Inc. - Bellevue 53 °F Clear Concrete Miles 28994 0645AF6 Slump (ASTM C143) (ASTM Entrained C23 1) 6" 4.9 % Sample # Lab # 53530 53531 53532 7/24/2003 1 0007 L53533 1 9/18/2003 1 581 Remark: Inspector(s): Tested by: 7/31/2003 8/21/2003 8/21/2003 28 28 C.Trip Edgerton Jesse Kane • t 4 FIELD DATA (ASTM C31 and C172) Design Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement - -Type I & II MRWRA A/E Admix Design Strength (Pc): [Placement Location and Notes j Lower half of stairway on the north end of the site, column for a sign on the east side of the site near the West Valley Highway. COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 7 [ 92440 1 6 x 12 75.991 I 28.18 I I6x12 1 6x12 6x12 L-J 1 Reviewed b : NOTES: Failure descriptions for samples tested with neoprene pads are not reported. S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Project No: E3121 Issued on: 8 -1 -03 9Ailf Permit # (s): D03 04 Original: Revised: ❑ Weight (per cu.yd) 1,850.0 lbs 1,302.0 lbs 222.0 lbs 62.0 lbs 501.0 lbs 34.0 Oz 5.0 Oz 3000 Psi @ 28 days 1 L_ [ - �_ 1 _ 1 L 1 • 3280 Michael S. Dolder, P.E. Technical Director Everett Office ' 917 - 134th Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 Information in this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 MAYES TESTING ENGINEERS, INC Project : Riverpointe Corporate Center Client: Limar Realty Client Address: 1730 S. El Camino Real Suite 400 San Mateo, WA 94402 Contractor: Air Temperature: Weather: Product: Supplier: Ticket Number : MixDesign ID : Sample Temp. (ASTM C1064) 65 ° Water / Cement Ratio: Date Made 7/8/2003 0005 52651 7/8/2003 1 0005 152650 7/8/2003 Remark: 0.259 GLY Construction Co. Inc. - Bellevue 64 ° F Cloudy Concrete Miles 105729 0645AF6 Slump Entrained Air (ASTM C143) ( (ASTM C231) 5 -1/4" 4•5 % Date Receive 1 7 - 9 - 03 Placement Location and Notes Sample # Lab # 7/15/2003 1 7 J 8/5/2003 1 28 0005 52652 8/5/2003 28 Inspector(s): Mark Rossow Tested by: Chris Pratt FIELD DATA (ASTM C31 and C172) Actual Mix Proportions: Ingredient Coarse Aggregate 3/4" Fine Aggregate Water Fly Ash Cement - -Type I Polyheed 997 A/E Admix [Design Strength (Pc): Trash enclosure walls and sign monument less top 1 ft under signs. Project No: E3121 Issued on: 8 -5 -03 Permit # (s): D03 043 COMPRESSION TEST RESULTS (ASTM C39, C1231, and C617 when applicable) Date Tested Age (day) Load (Ibs) Size (in) Dia (in) Surface Area Strength (psi) Failure Code 87990 1 6 x 12 120276 6x12 122990 1 6 x 12 Original: Revised: ❑ FEW 1 28.27 28.46 I 6.02 6.02 Reviewed by: 28.46 NOTES: Failure descriptions for samples tested with neoprene pads are not reported. * S = Shear, C = Cone, CSp = Cone and Split, CSh = Cone and Shear, Col = Columnar FC - Field Cure Weight (per cu.yd) 1,864.0 1,308.0 146.0 63.0 500.0 34.0 5.0 lbs lbs lbs lbs lbs Oz Oz 3000 Psi @ 28 days 3110 4230 b4320 Michael S. Dolder, P.E. Technical Director Everett Office 917 - 1341h Street SW Suite A -1 Everett, WA 98204 ph 425.742.9360 fax 425.745.1737 r J* Informati on In this report applies only to the actual samples tested and shall not be reproduced without the approval of Mayes Testing Engineers, Inc. MTE Form #150, Rev 3, 7.0 [,; `? L414a+.sys >t`' Kn:zfa:aar.;V#3 si rl'i:.., MAYES TESTING ENGINEERS, INC. EIMMENEMEMMTEMITC:VP;ZIF.IT.: ; MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 8 Date: Weather: Inspection: Preliminary Inspection REVIEWED BY: E3121 RIVERPOINT CORPORATE CENTER 18200 Cascade Avenue S, Tukwila, WA D03 -043 (City of Tuk jl Limar Realty Collins Woerman DCI GLY Construction Co., Inc. — Bellevue 7/16/03 Clear Welding Onsite for reinspection with ultrasonics of crack in web on report dated 6 -30 -03 by Mike Virgilio (MTE). Performed reinspection of channel splice on canopy at SW corner of grid 9 line, reference S2.1 drawing — partial 2 floor framing plan. Inspections performed in accordance with AWS D1.1 -00 specifications on C12x25 extension to HSS 4x12x5/16. All welding inspected was found acceptable. Crack has been removed. Additional UT required on CP welds of stair channels upon completion of welding. INSPECTOR: Mark Vassallo cc: Bldg Dept -City of ' ukwila, Tom Bennett -Limar Realty, David Holmes - Collins Woerman, Bryan Haakenson -LY Construction 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 - .. 7�wua :s..r...,,a40 i..ni+: , S: u' a:,. wE:+ it;:;:..: ii; ru: si:: I ,51L7 ',i, Piece No. Weld No. Defect No. A B C D Skip Distance Length of Defect Surface Dist Length of Sound Path Depth from Surface A X Y Thick- ness Joint ID Acc Rej Comments Defect Level Ref Level Atten Level Defect Rating T,B,Web R1 55 3/8 CP X Channel splice S of 9 -line Model: Serial No.: UT Equipment: USN5OL Transducer: Frequency: Size: 5/8 x 5/8 Test Block or Reference: 11W Long Shear LI Method Used: Other LI Angle: 70 00P8H0 2.25 4 MAYES TESTING ENGINEERS, INC 917 134th St. SW, Suite A - Everett, WA 98204 10029 S. Tacoma Way, Suite E - Tacoma, WA 98299 7911 NE 33 Drive, Suite 190 Portland, OR 97211 Inspector: M. Vassallo Ph 425.742.9360 Fax 425.745.1737 Ph 253.584.3720 Fax 253.584.3707 Ph 503.281.7515 Fax 503.281.7579 Decibels Report of Ultrasonic Examination Page: Client: GLY MTE Project #: Project: Welding Process: Type Material: Date: 7 =16 -03 Riverpoint Corp. Center • FCAW Carbon Steel Inches Notes: Dwg. S2.1 - Partial 2nd floor framing plan Sketch: Specifications: Section or Shape: 1 of 1 E3121 AWS D1.1-00 Channel MTE Formit 094 Rev 2, 5/02 z ;} W QQ J U O N D J � N W u. N � _ w z = I- O W ~ W U � O N O H W w H r- ..z W • = 0 I z MAYES TESTING ENGINEERS, INC. MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 9 Date: Weather: Inspection: REVIEWED BY: E3121 RIVERPOINT CORPORATE CENTER 18200 Cascade Avenue S, Tukwila, WA D03-043 (City of Tukwila) Limar Realty Collins Woerman DCI GLY Construction Co., Inc. — Bellevue 7124103 Clear Reinforced Concrete The contractor placed approximately (5) cubic yards of concrete mix #0645af6 produced and delivered by Miles Concrete in the lower half of a stairway on the North end of the site, and in a column for a sign on the East side of the site, near West Valley Highway. Reinforcing for the stairwell was as per approved plans and specifications. The column was found to have (4) vertical #6 bars with a #3 stirrup about every 12 ". Clearances were good. This column form was closed prior to inspection. A sample of this mix was found to have a temperature of 62 °F, a 6" slump, and 4.9% entrained air. Four cylinders were cast for laboratory- curing and compressive tests. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. ark A. alusha, P.E. cc: Bldg Dept -City o ukwila, Tom Bennett -Limar Realty, David Holmes - Collins Woerman, Bryan Haakenson -GLY Construction INSPECTOR: C. "Trip" Edgerton 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 tx • • 4 S MAYES TESTING ENGINEERS, INC. t�[t��G�'•r..�s�n l�v�.����aa.t f: 3�:j.�„ ,...... 'i -' MTE No.: Project: Address: Permit #: Owner: Architect: Engineer: Contractor: Page 7 Date: Weather: Inspection: 0121 RIVERPOINT CORPORATE CENTER 18200 - - • e ' ' - • e S, Tukwila, WA 3 -043 (City of Tukwi ar Realty Collins V o- ' an DCI GLY Construction Co., Inc. — Bellevue 7/8103 Cloudy / 64 °F Reinforced Concrete INSPECTOR: Mark Rossow / // REVIEWED BY: WA' _ .,..4../ ar ..; cc: Bldg Dept -City i f Tukwila, Tom Bennett -Limar Realty, David Holmes - Collins Woerman, Bryan Haakens -GLY Construction alusha, P.E. Everett Office 917-134th Street SW Suite Al - 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 Sampled and observed 8 cubic yards of Miles mix #0645AF6 for trash enclosure walls. Entrained air measured at 4.5 vol %. Cast (3) 6x12" cylinders with 3000psi required. Reinforcement items of 7 -7 -03 "preliminary" report completed before placement by bucket with mechanical consolidation. This order of concrete also placed for monument at signs, less top 1' under signs. Reinforcing dowels, (4) #6, for pylon above, provided. Top 1' below sing anchorages doweled for, with double row of #4 bar, 8" spread. Noted that design by National Sign includes anchorage below, not to pylon. To the best of our knowledge, items inspected this date are in accordance with approved plans and specifications. MAYES TESTING ENGINEERS, INC. o MTE No.: E3121 ' Project: RIVERPOINT CORPORATE CENTER oo�� <� Address: :200,Cascade Aven ' - , kwila, WA F<oyF)- Permit #: D03 -043 (City of Tukwila) NT Owner: Architect: Collins Woerman Engineer: DCI Contractor: GLY Construction Co., Inc. — Bellevue Page 6 Date: 7/7/03 Weather: Cloudy Inspection: R/S Inspected reinforcement for trash enclosure walls, while work in progress for concrete tomorrow. Items in progress include: 1) Top Nelson stud plate at 6' long wall not hard on form to exclude concrete paste. 2) Centering of wall top bars when form finished — bottom centering is correct already. 3) Provide top -most horizontal at 6' wall section. 4) Providing or moving (2) #4 added verticals to back up the stud plates that are at both faces of 6' wall section. 5) Noted exposed vertical concrete requires air entrainment too per general notes. Preliminary Inspection REVIEWED BY: ar' . alusha, P.E. cc: Bldg Dept -City o 'kwila, Tom Bennett -Limar Realty, David Holmes - Collins Woerman, Bryan Haakenson -GLY Construction INSPECTOR: Mark Rossow 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 v. iYiG /li'i4e.v^^M•msi%;'�':f�'i.:Li February 2, 2004 David Holmes 777 108th Avenue NE, #400 Belleuve, WA 98004 RE: Permit Application No. D03 -043 18200 Cascade Avenue Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to April 19, 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. D03 -043 Bob Benedicto, Building Official City of Tukwila Department of Community Development Steve Lancaster, Director • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 - 3665 4.4•44,..,,L-1..6" • March 10, 2004 Mr. David P. Holmes Collins Woerman Architecture 777 108` Avenue NE, Suite 400 Bellevue, WA 98004 -5118 RE: Request for Extension — Permit No. D03 -043 — 18200/18300 Cascade Avenue South Dear Mr. Holmes: This letter is in response to your written request for an extension to Permit No. D03 -043. Based on the information received, the City of Tukwila Building Division will be extending your permit to September 8, 2004. Please be advised that this will be the only extension granted for this project and no further notice will be Qiven prior to the expiration date. A new permit and associated fees will be required after the above -noted expiration date. If you should have any questions, please contact our office at (206) 431 -3670. Robert Benedicto Building Official /sks File: Permit No. D03 -043 Guy of Tukwila Department of Community Development Steve Lancaster, Director Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206- 431 -3665 .. �1:;:"., 1. 4:.........:;. iLu:,,: iJ... a, r'::: a; :.tah:;:ik:,c�...s.,..•;'al.... :,•:l;:�rai:i,c�wa . wn�...., .;.,"_...:.:..:>>,.:.: w+.•::. ns: w. saaca ..ax,r±•::Y:t'x>:SiyS..a•,. sik6•..i:.�.'.: C c L LI NS ARCHITECTURE PLANNING INTERIOR DESIGN rn 777 108TH AVENUE NORTHEAST • SUITE 400 D BELLEVUE WASHINGTON • 98004.5118 Z T • 425 889 3333 F • 425 828 9116 • COLLINSWOERMAN.COM 4 March 2004 Bob Benedicto Building Official City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Proj: RiverPoint Corporate Center 18200 & 18300 Cascade Ave. So. Tukwila, WA 98188 RE: Permit Application No. D03 -043 Request for Permit Extension Dear Bob: RECEIVED MAR 0 5 2004 COMMUNITY DEVELOPMENT In response to Stefania Spencer's February 2, 2004, letter regarding a lack of a final inspection, I am writing you this letter to request a Permit Extension due to field corrections to the building required by the Inspector. The correction involves the addition of emergency lighting for the exit passage way. This change has resulted in complications both for the general contractor and their electrical subcontractor, who are attempting to install the appropriate fixtures. Please feel free to call me at 425 - 889 -3318, if you have any questions. avid P. HolmekApplicant Cc: Tom Bennett, Limar Realty o,41 `OA COLLI NSWOE RMAN IS A WASHINGTON CORPORATION. P: \Corresp \l-I o l mes \02029Ic otb. doe 1► ILII lY 2 00 w 0. CO -I I. cn u. . W u. a w I-- = Z � Z I— w uj o � = 0. u- .. z w U = O ~ z 4636 E. Marginal Way 5, Suite 215 Seattle, WA 98134 206.763.7364 Fax 206.763.4189 January 20, 2003 Mr. Tom Bennett Vice President — Property Management Limar Realty Corporation #34 1730 South El Camino Real, Suite 400 San Mateo, California 94402 RE: "Good Faith" Inspection Letter — Dear Mr. Bennett: Areas of renovation were determined upon review of the project "Bid Set" drawings dated September 16, 2002 issued by Collins Woerrnan Architecture. Asbestos - Containing Materials Clayton RECEIVED FEB 0 7 2.003 TUKWILA PUBLIC WORKS GROUP SERVICES The purpose of the survey was to provide information in order to meet the AHERA asbestos sampling protocol as stated in 40 CFR 763.86. This sampling protocol is required for all asbestos surveys prior to demolition of a building under the Puget Sound Clean Air Agency, Regulation III, Section 4. FILE COPY °derstand that •:,e : ; m Caieck a: .•c:va,s are V.* ;7.... #615. l tipof • of any RiverPoint Corporate Center In January, 2003, Richard L. Carlson (Asbestos Inspector Certification #: 5369469..9S 0 Certification Expiration Date: 01/07/04), an EPA accredited building inspector from Clayton I conducted a targeted regulated building materials investigation of specific portions of the RiverPoint Corporate Center located at 18200 Cascade Avenue South in Tukwila, Washington. The survey included the testing of suspect asbestos - containing materials (ACM), collection of paint chip samples to identify the levels of lead paint, inspection of fluorescent lamps for polychlorinated biphenyl (PCB) containing ballast and mercury containing fluorescent light tubes in association with upcoming renovations to specific interior and exterior portions of Building 2 and exterior parking lot areas surrounding Building 1. No other areas or materials were included in the inspection. In addition, the survey assists the building owner in meeting the "Good Faith Inspection" requirements as stated in Washington Administrative Code 296 -62- 07721, (Communication of 3 °.°45 r+uae;tte ' ?reV.4 ti? 'iV rte..' EMI .r!i:wkzr..ay::.ws a:ea::;.sdw.d. -x .444.1,tnoivt Mr. Tom Bennett RiverPoint Corporate Center Good Faith Inspection Letter Lead Based Paints • Respiratory protection. • Protective clothing. a Clacyton cet)uv StRV�cte Page 2 Clayton Project No. 75- 03152.00 January 20, 2003 Hazards to Employees). Under the regulation, the Owner of a building to be renovated or demolished must present a contractor with a written statement whether the materials to be disturbed contain asbestos prior to submitting a bid. Laboratory results revealed the presence of no regulated asbestos - containing materials (materials with greater than 1% asbestos content) within the proposed areas of renovation. The only asbestos - containing material identified within Building 2 was a black asphaltic floor mastic beneath non -ACM vinyl floor tiles (12 "x12" beige) in the first and second floor electricaUmechanical rooms. Based on the current design drawings this material is not likely to be impacted during the project. Contractor's shall take all necessary precautions to ensure that the ACM floor mastic and associated vinyl tiles are not disturbed by their work. For a more detailed description of the asbestos samples collected during the inspection please refer to sampling summary tables included as Attachment A. Representative sampling of suspect lead based paints was conducted at Building 2. A total of six (6) paint chips were collected. The laboratory results and specific sampling data can be found in Attachment B. Sample results indicate that red painted steel structural beams contain detectable levels of lead in the paint. Maintenance personnel and any renovation or demolition contractors must be informed about the presence of the lead - containing paints in order to comply with all occupational health and safety requirements. Sampling results indicate that the other painted building components did not contain detectable amounts of lead based paint. The samples collected were considered representative of homogeneous paint present throughout the building. The samples collected included all layers of paint down to its substrate (i.e. concrete, wood, steel, etc.). Additional paints may exist under the surface coat in different areas other than those tested. For work on painted building components which may result in personnel exposures, the contractor must assess the hazard. Based on the assessment, and previous similar work and exposure monitoring results, the contractor may have to provide any or all of the following for employees per WAC 296 -155 -176: 'ri •.f.C, J., • ' A'�.i +i: t'..'!:µ 3G�� »'i.a ✓: tir`� +� , x. 1A{ Mr. Tom Bennett RiverPoint Corporate Center Good Faith Inspection Letter Polychlorinated Biphenyl (PCB) Related Activities Clayton t:KUUr 4F H.Itt Page 3 Clayton Project No. 75- 03152.00 January 20, 2003 • Clean change areas. • Clean hand washing facilities. • Biological monitoring to consist of blood sampling and analysis for lead and zinc protoporphyrin levels. • Hazard communication training. Initial employee exposure monitoring must be conducted for each separate task involving the handling of lead containing painted building materials. If 8 -hour time- weighted average (TWA) exposures exceed the action level of 30 micrograms of lead per cubic meter of air (p.g/m the contractor must continue to conduct periodic air monitoring at specified intervals, and institute medical surveillance and comprehensive training programs. If the WAC /OSHA 8 -hour TWA permissible exposure limit (PEL) of 50 1..tg/m for lead is exceeded, more stringent and additional requirements become effective, such as engineering controls, respiratory protection, regulated work areas and warning signs in lead work areas. Each light fixture type present with the proposed areas of renovation was disassembled, and the ballast labeling examined. If the label on the ballast did not state, "NO PCB's ", it was assumed to contain PCB's. During the investigation of Building 2, one thousand three hundred sixty (1,360) suspect PCB containing light ballast were observed. Each light ballasts inspected during Clayton's survey was labeled "NO PCB's ". However, it is likely that a small quantity of PCB - containing light fixtures may be present within the building. In addition, two thousand seven hundred twenty (2,720) fluorescent light tubes were noted. The Washington State Department of Ecology, local health departments, and landfills are responsible for regulating the disposal of polychlorinated biphenyl -filled light ballast. Washington State regulations specifically ban the disposal of PCB -filled ballast from sanitary landfills. DOE recommends that fluorescent light tubes be recycled at an approved recycling facility. • v:,4 iwiw: itAi ,T i}. ' +�SZ4L:.ufG Mr. Tom Bennett RiverPoint Corporate Center Good Faith Inspection Letter SILICA Various materials scheduled to be impact as part of this project may contain silica including removal of ceramic tiles and associated mortar beds, demolition of concrete, and gypsum wallboard. All work which may generate dust containing silica must be performed in accordance with WAC 296 -62- 075 -15. The complete targeted regulated building materials survey report is available upon request. It is a pleasure being of service. If any questions arise or assistance is required, please call. Sincerely, Richard L. Carlson Manager Asbestos and Lead Management Services Occupational Health and Safety Aciaykmil , QRUUY St H'1ICI Page 4 Clayton Project No. 75- 03152.00 January 20, 2003 4. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 01 Material Description ' Ceiling Tile random pattern) � Sample p ' . . I 03152ASB -001 La et _._ Floor 2 ._.._.. Wing', West Location Office Friability F Lob Result NAD _024 HVAC Ducting Sealant een .__ 03152ASB -002 � .. A B ___ 2 2 r. 2 „_, 2 _ 2 - ��est - West .... Office _ . _ � _ N1~ r 1 H F I _ IL.1 1 NAD r _ NAD V NAD _ NAD ... 2A Vinyl Base Mastic 152ASB -003 _ rown do white It Joint Col • -ound / Tape 03152ASB -003 Leveling Compound 03152ASB -004 off white _ Comet Mtut, 031S2ASB -00S �� ( West West We - _ W Office Office Office Office �D NA , _astic ._ ._.__ ... r Joint Compound 03152ASB -006 ... A B .. ..._. � 2 2 West West Office Office Electrical Room _ F F NF _ NAD NAD � ._ NAD Wallboard 03152ASB -006 Floor Tile (12 "x12" Beige) 03152A38 -00? A • 2 _�...._ -.�, West Floor Tile Mastic (blaick) 03XS2ASB -007 _ B _ 2 West Electrical NF Room 3% Ch NAD -- loins Compound 03152ASB -008 A 4444 2 Wes Office F Wallboard 03152ASB -003 H 2 East Office F NAD Office NF NAD Cementitous Floor Topping 03152ASB -009 :ray) Beneath Carpeting_ -- 2 ,�_ East _ Vinyl Base Mastic irown�_ 03152ASB -010 Joint Compound 03152ASB -011 .. _ A _ 2 2 East East ._ _._. . --- Office - NF NAD __ . _ NAD NAD _ Phone F Closet Phone F - Closet _ _ _ allboard _ 0315 W 2ASB -011 Ceiling Tile (2'x4' moon _ 031S2ASB -012 craters pattern B _.__ 2 2 .r .. 1 East NA -. East Main F Lobb Office NF NAD NAD RVAC Ducting Sealant 03152ASB -0 i3 rcen w Carpet Mastic tan 031 S2ASB -014 1 East Office NF NAD Wallboard 03152ASB -015 k linyl, coated wall panels 1 East Office F _ NAD -. a4.4.4.0 Joint Com_,pound _ _,___-_ 03152 SA B -016 - Wallboard 03152ASB -016 A 44. B 1 _._. j_East 1 _ East 0_ffice F __�.`_ Office F NAD NAD Joint Com_�ou 03152ASB -017 A 1 East Office , F NAD N �� N AD _ 4444 ,, ^ ,_ Wallboard l 52ASH-011 _ B 1 Eric Office F -- 0_ -. _�, .03 Carpet Mastic tan�„_ 03I52ASB -018 • 1 Wes Office NF -� — Joint Compound 03152ASE -019 A 1 West Office F �, NAD Wallboard w 031 52ASD -019 B 1 West Office F NAD Ceiling Tile (2'x4' craters 03152ASB -020 do mho les pattern) — Computer Floor Stand 03152ASB -021 _ Mastic LblackJ -6.3 I Vinyl Base Mastic (brown) 152ASB -022 ____.. I West 1 West �- Office F NAD _ Office NF NAD 1 West Office , NF ._.. NAD NAD Sheet Vinyl Flooring 03152ASB -023 1brown 1 West Office NT _ Accouatical Wall Panels �03152ASB -024 A _0. ._ .�...... __ Wall Panel Mastic Dot's o3152A5B -024 B I _.. ...__._ 1 West . ..._ West Office F . — 1-4 _ ...— Office NF NAD ._..M__ _ NAD JAN - 21 - 2003 12:35 4 480 . -, z i• W 00 CO 0 CCJ) W W t— W 2 � D. a Z W 1- I z f- Z0 uj U ❑ H Ww a u. 0 .. z z Materi 1 Ooseri ticn 4 P 'Sample # ' P. 03 1 52ASB -025 :t; er Y - Floor Win g ' West Locat Ftis�Oility 'Lab NAD _ � Joint Com ►ound A 1 Office F — Wallboard 031S2ASB -025 03152AS13-026 B I �.. Wert West Office F NAD NAD _ NAD _ NAD _._� NAD 3% Ch .- __.,__.._ NAD NAD _ _ Ceiling Tile (25' moon x4 craters . warn) Ceramic Floor tile (tan) 1 Corridor F NF NAD NF NF _,_.._ ___r____._ 1W .w. NF -._ .......... NF NF 03152ASB -027 A 1 1 NA Main � Lobb Ceramic tile Grout (gray) 03152ASB -027 B NA __ NA Main _ Lobby Main hobby ..- E Room Ceramic file Moffat (light :ra —__._.__...__..___ Floor Tile (12 "x12" Beige) r_.M I ._. -._� Floor Tile Mastic (black) 03 I52AS8 -027 03152AS)3 -028 ��.. -mow C .—.._ 1 A 1 w West 031S2ASB -028 B - 1 West Lleetrieae Room _._. Main North Exterior, Column -C Interior Window F ram e Sealant ellowJ Exterior Window Frame Sealant (black) • B uilt -up Roofine Material Built_u�Roofing il - Roofing Bu p Rong Material ,. _____ 03152AS13-029 1 ... __ NA _____Lobby NA 031S2ASB -030 — E 03152AS_B -031 03152ASB•031 _ _ A B~ R R y � _West_ West Aoof Roof NF ^ � Nf NF NAD _ � N 03 152ASB•031 C _y R _ _ 'West Roof NAD Built -up Roofns Material �, 03152AS13-031 03152ASB- 031 r „ D . E R W;st . Roof � NF ._ NAD Built -up Roofi g Material Rooting Sealant (silver) at R West Roof --- NF ,, NAD 03152A5B -032 _ B. West Roof . . NF NAD SAN -21 -2003 12:35 Leven F Friable (can be reduced to powder using hand pressure) NP Non - friable Ch Chrysotile Asbestos Am Armoire Asbestos As Assumed ACM Le) . c1 SAT vrcv cva eraiiiitztaarcgspar Cr Crocidolite Ac Actinolite Tr Tremolite An Attthophyllite NAD No Asbestos Detected P. 07 �.. j I NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. N 14 m co • N-21-2003 12:35 Surface Bei e AA•r1 ACITOMJamv „Sam() 101 03 152LBP-001 ■■•■•••••••...wesm Location fir. office erea 2" fir., ceiling apace Mho Building COrnpotieit Interior wall, Structural beam Interior tl Substrate Condition P . 09 7 :71 ) •■•••••■ ROU, It• Wallboard Good <0.0059 Steel Good 0.3100 – r'&, office area Wallboard ..., Good <0.0049 031S2LBP-004 1" Gr.. rea IntetkmNImIl rroon% Wallboard Oood <0.0049 03152LBP-005 – l s fir , main ain lobb Inerior wal---- Wallboard Good '<0.0050 ----,_ — 0315LBP-005 East exterior wall at Exterior wall Concrete Fair <0.0047 colurruill =•■•••■•■■•••••■•••■•■■•■■••• TOTAL P.09 w uj jO 0 CO CI: • L,LI uJ jj; u.. U±I Z 1- 0 z'- W LU (n . LL1 uj W u) 0 1- 1 IJAN -15 -2003 12:09 DATE: TO: CollinsWoerman Phone FAX CC! Thank You Tom '4iw4 vow. hVlmaruom Otaxfomr.doc LYMAR REALTY GROUP 1730 So. El Camino Real, Suite 400 San Mateo, CA • 94402 650/ 525 -9400 • Fax 650/ 525 -9811 January 15, 2003 Attention: David Holmes 425/889 -3333 425/828 -9116 Re: RiverPoint Corporate Center- Tukwilla Attached is the backflow report as requested. FILE COPY =land that the Plan Check approvals are: errors and omissions and approval of .s not authorize the viotaticn of any code or ... ' `'' Receipt of con- ' ; copy of Gpl ,,., c • Y „ ci p;ar►s acknowledged• • i i 1 5 2003 „ Call 0 6 901 "'' 1 ci # of pages including cover sheet: FROM: Phone Fax A Tom Bennett 650-525-9632 650 -525 -9811 Vice President/Property Management P.01 REMARKS: Urgent X For your review Reply ASAP Please comment RECEWED FEB 0 7 2003 TUKWILA PUBLIC WORKS The information contained In this facsimile Is confidential and may also be attorney - privileged. The information Is Intended only for the use of the Individual or entity to whom It Is addressed. If you are not the Intended recipient, or the employee or agent responsible to deliver it to the Intended recipient, you are hereby notified that any use, dissemination, distribution or copying of this communication Is strictly prohibited. If you have received this communication in error, please Immediately notify us by telephone at the telephone number listed above and return the original message to us at the above address. 0 JAN -15 -2003 12:09 APL„.uburn APIAMILechanical Service & Special Projects Division To: Company: Telephone: Fax: Re: From: Reference/ Job No.: Pages: Date: kjl�s �kz - � CC: 2623 West Valley Highway. Auburn, WA 98002 P. 0. Box 249, Auburn, WA 98071 (253)838 -1617 / Fax (253)929 -1426 P.02 JAN -15 -2003 12:09 P.03 NAME SERVICE ADDRESS 18304 CauctdaAve S. CITY 58A MOO ASSEMDLY LOCATION CROSS CONNECTION CONTROL roll? srzg $ Q4" MAID` j(kimaly LINE FAUVISM AT TIME OF TEST? DCVA PVBA RPDA SIGNATURE ItEPAIAED BY RETESTED BY City of Tukwila Public Works Maintenance Department - 600 Minkler Blvd Back/low Assembly Test Report Form r Real Groue MODE1. B -2 PSY Y?ROT ACROSS 11 CHECK vALVE PSID RELIEF VALVE OPENED ,SJD a1 CHECK VALVE CLOSED TIGHT, t1 CHECK YAM LEAKE 02 CHECK VALVE CLOSED TIGHI2? 13 CHECK v*LVE LEAKED? APPROVED AIR GAP FROvIDFA? &POA PASSED TTST? Yu ❑ No ❑ s1 CHECK VALVE CLOSED TICHT? ( .2.w Q_ PSID 01 CHECK VALVE LEAKED? 12 CHECK VALVE CLOSED TIGHT: 1P2 CHECK VAloOr LEAKED? DCv PASSED TEST? Yu No AIR INLET OPENED AT AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT IT CBECK VALVE LEAKED! PvIIA PASSED TEST! APPROVED imam U PROPER INST REMARKS .X0 b p . - TEST COMPANY TEST KIT MAKE MODEL 1 ccrt,5 that Iwad WAC2 9' •o approved TESTER'S NAME ACCOUNTS 15.4055 _„ METER a STATE CA ZIP CODE a.ig .1.: • PSI INj RERAi$i?LYN 0 Q D TYPE T VA SN E11625 NEW? d TcXIS'f1NG7 tlf REPLACEMLN 11 0 PSI DROP AC11053 WI CHECK VALVE .-- PSID REMY Van OPENED PSRP ad CHECK VALVE CLOSED TIGHT? PI CHEM VALVE LEAKED/ w2 Cl{ZCK VALVE CLOSED' TIGHT? 12 CHECK VALVE LEAKED/ APPROVED AIR GAP PROVIDED' RPIIA PASSED TESTT Yv al CHECK VALVE CLOSED TIGHE? in CHECK VALVE LEAKED? s2 CHECK v iLVE CLOSED TIGHT` N2 CHECK VALVE LEA1CCD? DCV* PASSED TESTI PSID AIR INLET OPENED AT ❑ .SIR INLET ?AILED TO OPEN" PSID CHECK VALVE HELP TIGHT A •D CAZCK VALVE LEAKED' ❑ PVIIA PASSED TEST? Yu Q No CRT M d 0 0 No 1:1 PSID POD 0 Yes No ?SID 0 ?SID El D ?HONE _ . SN 3.5 CAL1RRATION DATE t eat Method: and D f renrra! Prersure rest Equi nlent CERTIFICATION • .I► - 3 .) DATE TESTED ,P 3 ,7 REPAIR DATE DATE TESTED _ • i'--- "`iii+�ci'ui�2tiiceLtici�:,i ..i:Ll;zliu�;`"'^�:`•' ^t:. JAN -15 -2003 12:09 NAME ASSEMBLY LOCATION CROSS.CONNBCTION CONTROL FOR? SIZE 1. SDI,. 14AKB 'Watts LINE PRESSURE AT TIME OP TESTY RPBA DCV AIR INLET OPENED At AIR INLET PAILED TO OPEN/ PVBA CHECK VALVE HELD TIGHT AT CHECK VA1,V5 LEAKED` TrUA PASSED TEST? • . SU .. • . PSI DROP ACROA9 Si CHECK v u vE RELIEF VALVE OPCNILD 01 CHECK vALVE CLOSED TIGHT" VI CHECK VALVE LEAKED? M2 mac VALVE CLOSED TIGHT? 02 CHECK VALVE 1-EAIOD7 APPROVED AIR GAP PROVIDED/ RIBA PASSED TEST/ Yaw 01 CHECK VALVE CLOSED TIGHT: RI CHECK VALVE LEAH?DI:D? R CXECIc VALVE CLOSED TIGHT? 02 CHECK VALVE LEAKED? DCVA PASSED TEST/ Yes PSID l.� TEST COMPANY ;NbJQ.N.1 f t{M TEST KIT MARE I PA∎ U- MODEL £54 - P RETESTED BY r „ MODEL oo/ pC! 135 751 ram Q ❑ No ❑ PSID 0 Z' PSID 0 NO ❑ PSID Q PSID CERT 9 City of Tukwila Public Works Maintenance Department - 600 Mlnkler Blvd Backflow Assembly Test Report Fonn ACCOUNT W Ji4)055 SUVICZ ADDRESS 18300 Cascade MO. . METE I ...1219/0 CITY soittmme_ T r.J I U4 STATE -ft t •11! •9 9 I I .II TY ►R pcv$ SN 3O4611 NEW` ❑ EXISTINC? EPLACEMENT? ❑ PSI DROP ACROSS 01 CHECK VALVE RELIEF VALVE OPENED Il CHECK VALVE CLOSED TIGHT? 01 CHECK VALVE LEAKED? 12 CHECK VALVE CLOSED TIGHT? 02 CRICK VALVE LEAKED' APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? Yaw II CHECK VALVE CLOSED TIGHT? III CHECK VALVE LEA ED1 KT CHECK VALVE CLOSED TIGHT? 12 CHECK VALVE LEAKED? DCVA PASSED TEST1 AIR INLET OPENED) AT AIR INLET FAILED TO OPEN, CHECK VALVE HELD TIGHT AT ZIP CODE 1942740 B6 Yet ❑ ❑ C H E C K V A V E A I D' • Yes Q No ❑ !VIA PASSED TEST? Yes No ❑ APPROVED ASSEMBLY? Er ?ROPER INSTALLATION? a INSPECTED BY CCS? REMARKS !SID 'SW 0 0 ❑ No ❑ PSW 0 1'SID Na PSID 0 PSID PRONE 21 (pl �__ SN s49(ice CALIBRATION DATE 3 -15- a7.� I oor ify that I used W.(C ` 2 ,4 6 - 290 - 490 approved rest Methods and Differential Pressure Tart �'gwipm TESTER'S NAME (PRINTED) , IS 4 ? CERTIFICATION is V - 53 c ? SZONATJRE REPAIRED HY DATE TESTED _ - 7 3 e� REPAIR DATE DATE TESTED P.04 • 0 •,.•\ • .• ....ri'i..•w•lu:u _ u 'u.+• +:ailu✓� `qua• �Si +'....a•tu..�k xL..•+iY.�..•n.u�u.. z • W O 0 co W H • u. W 0 } J = I— w Z 1- 1— 0 Z I— U O - O H w H I- - Z U 01- z JAN -15 -2003 12:09 P.05 City of Tukwila Public Works Maintenance Department - 600 Minkler Blvd Backflow Assembly Test Report Form NAM li Qum, ACCOUNT M ._1 S-005S . ``�� D ° ETER • 607078 SERVICE ADDRESS .l.li•3�,^ Ave Avr S .� - _ CITY g .= M STATE CA A&SEMISI.Y LOCATION mot's closet lit cr. RP CIOSSCOt erne$ cowmen, POa ? _ SIZE l -S'. MAKE 26c0 LINE PRESSURE AT TIME OF TEST° EitirnsgarAIRESIXIS. . PSI DROP ACROSS NI can( VALVE G ,S P9LD Rpm, ACV RELIEF VALVE OPENED MI CHECK VALVE CLOSED TIGHT? PI CHECK VALVE LEAKED? n COCK VALVE CLOSED TIGHT? p2 CHECK VALVE I.EMED! APPROVED AIA GAP PROVIDED` MPRA PASSED TEST` MI CHECK VALVE CLOSED TIGHT? 11 CHECK VALVE LEAILED7 12 CHECK VALVE CLOSED TIGHT? r2 CHECK VALVE LEAKED DCVA PASSED TEST? Al& INLET OPENED AT Alai INLET FAILED TO OPEN' PVBA CHECK VALVE HELD TIGHT AT CHECK VALVE LEAKED/ PV$A PASSED TEST? MODEL j2.Y TYPE MA SN X5797 s PSI Yes ❑ •o PSID RELIEF VALV&OPENED it CHECK VALVE CLOSED TIGHT? ❑ 11 CHECK VALVE LEAKED! 2 CHECK VANE CLOSED TIGHT! M2 CHECK VALVE LEAKED' APPROVED AIA GAP ?ROvIDED' El Vt4 'Ne ❑ PSID PSID El El No PSID PSID 0 Yes ❑ No ❑ PROPER INSTALLATION? TESISAFITR PSI DROP ACROSS I CHECK VALVE RPM ? PASSED TES .I CHECK VALVE CLOSED TIGHT? 11 CHECK VALVE LEAKED/ M2 CHECK VALVE CLOSED T1GUT7 12 CHECK VALVE LEAKED! DCVA PASSED TEST' AIR INLET OPENED Al AIR INLET FAILED TO OPEN: CHECK VALVE HELD TIGHT AT Cite* VA1.YF I.EA1 D 7 ' • PVDA PASSED TEST! Yes APPROVED ASSIMILYr REMARKS TEST COMPANY v(3 � tC � PHONE ZS - ��� (�(1 .k TEST KIT MAKE T1(W- VE- MODEL $ 9 c a‘ C( SN 3 631 CALISRntIOP4 DATE 1 witty that hired WAC 246.29O-490 approved Tan Methodr and Dgrvenrial Pressure Ten' Equipment TESTER'S NAME (P1 , E I t LS CA sTCAut'uRE REPAIRED BY RETESTED BY CERT If EP CODE 504442 -j0 /0 NEW7 ❑ EXISTING! RT<PLACEMENT? ❑ OR CGF 6 _NIIVG- 1 Yet ❑ Yet INSPECTED BY CCS7 Ko PSID ts ❑ ❑ 0 ❑ PSID PSID 0 0 CI No o a CERTIFICATION P "339 DATE TESTED Wk / 2.r REPAIR DATE DATE TESTED •• -, , • 1 • h. .N.�, . z.n+rsrarasr+eas. nrn st{,�"F7i:"x JAN -15 -2003 12:10 P.06 City of Tukwila Public Works Maintenance Department - 600 Minkler 13lvd Backflow Assembly Test Report Form NAME Lunar Realty G'rairp - ACC OUNT P SERVICE ADDlSS Iwo Claude Via METERS 29601 7R CITY sa■IsIoo ASSEABLY LOCATION cROSS.CONNECTION CONTROL FOR? SIZE LSO" MAKE _Hem LINE PMESSURE AT TIME OF TESTY ••. -:4 • PSI DROP ACROSS in CHECK VALVE XXL11ET VALVE OPENED 61 CHECK V*I.VE CLOSED TIGHT? K I Caw VALVE LEAX$D? RIBA o3 CHECK VALVE CLOSED TIGHT! .2 CHECK VALvt LEAKED' APMROVED AIR GAP PROVIDED? RPfA PASSED TEST/ V,s ❑ al CHECK VALVE CLOSED TIGHT' DCVA ><1 CHECK VALVE LEAKED` O 2 CHECK VALVE CLOSED TIGHT/ 02 CARCK VALVE LEAKED" DCVA pAssED TEST' AKA INLET OPENED AT AIR INLET FAILED TO OPEN? PYBA CHECK V*1•VP, HELD TIGHT AT [CHECK VALVE LEANED? ►VIA PASSED TEST! M APPROVED ASSEMBLY? / REMARKS u4 k / TEST COMP TEST KIT I ye STATE - CA ZIP CODE S_44O2.3086 1• • , • • • J1• MODEL „• TYPE DCVA, Yrrt. TEST Rnats.. _ AFrTH-BR pSZD —PSID 0 El No ❑ Yo PSID HID El No ❑ PSID Q P5Th ❑ Yes No 0 PROPER INSTALLATION? u PHONE ♦r M SN PLFASH VPRTF'x PSI New ❑ EXISTING' p DEPLACEMENT1 ❑ PSI DROP ACROSS MI CHECK VALVE RELKEP VALVE OPENED rl CHECK VALVE CLOSED TIGHT ". III CHECK VALVE LTAKBD? its CHECK VALVE CLOSED TIGHT? i►2 CHECK VALVE LEANED? ArrRovEb MA GAP PROVIDED, RIBA PASSED TEST7 Yes ❑ No II CHECK VALVE CLOSED TIGHT? 61 CHECK VALVE LEAKED? in CHECK VALVE CLOSED TIGHT? ra CHECK VALVE LEAICEP? DCVA PASSED 'IT5T7 AIR INLET OPENED AT AIR INLET FAILED TO OPEN? CHECK VALVE HELD TICHT AT CHECK vAi,VE LEAY.ED' PVHA PASSED TEST/ PSID PSID 0 0 n ❑ L.� lSID PSID ❑ Yc• ❑ No ❑ PSID 0 PSID • ci Yet ❑ Ko INSPECTED BV CCS? ❑ • t. , MODEL SN CALIBRATION DATE Mat Iused WdC 216 90•90 approved TorMerhads and Dil renrdot Prerrury Teat Eguiimenr TES • 'S NAME (PRINT ) N) + S V CERTITICATTam $ 15"13'�� TUBE N DATE TtSTI RZPAIRFD IV RETESTED oY REPAIR DATE CERT DATE TESTED Z ~W • 2 JU U O In J F- • u_ W • }} u. = • d F.. W Z = 0 Z 2 O — O I- W H - u• LL Z U= 0 Z JAN -15 -2003 12:10 P.07 NAME RPBA DCVA PVBA SIGNATURE REPAIRED IV RETESTED BY City of Tukwila Public Works Maintenance Department - 600 Minkler Blvd Backflow Assembly Test Report Form ipkrnacillY Grout) LINE PR!SStIRE AT TIME OF TEST? M ACCOINT SERVICE ADDRESS ling Mietude_Avc S , METER e CITY $ Mateo — STATE CA ASSEMBLY LOCATION CROSS- CONNECTION CONTROL IPORl _Itrigui Systetr� SIZE 2,111L__ L MAKE AND MODEL OAT • 7. .6. • 11-1 • • T:,1AL.. TEST AXSULTS _•• .. _ PSI DROP ACROSS 61 CHECK VALVE PSID PSID RIELIET vALv6 oP rim 01 CHECK VALVE CLOSED TIGHT', MI CHECK VALVE LEAKED' ST CHECK VAUNT; CLOSED TIGHT? A CHECK vALVE LEAKED? APPROVED ALR CAP PROVIDED7 RPRA PASSED TEST? Vat ❑ No ❑ 01 CHECK VALVE CLOSED TIGHT' 61 CHECK vALvg LEAKED? A2 CHECK VALVE CLOSED TIGHT! 62 CHECK VALVE LEAKED? DCVA P Ya No AIR INLET OPENED AT AIR INLET FAILED TO OPE;v? CHECK VALVE HELD TIGHT AT CHECK VALVE LEAKED/ PVDA PASSED TEST? Yes No PSI 0 ►510 0 PSID a ❑ PSID d PSID 0 0 APPROVED ASSEIKBL T ❑ PROPER INSTALLATION? ❑ AtbIAWCS C. ? C..W 4.d* . • - P '( (LOcAltx. CERT N -15 -0055 296g7O7$ w ZIP CODE 94402 -30 6_ TYPE bCVA SN piyASE VER1Fr NEW? p EXISTING? p REPLACEMENT? ❑ SAM HAPAIL!31MgAti G. PSI DROP ACROSS 01 CHECK VALVE PSID RELIES VALVE OPENED SI CHECK VALVE CLOSED TIGHT? el CHECK VALVE LEAKED? e1 CHECK VALVE CLOSED TIGHT" rs CHECK VALVE LEAKED'? APPROVED AIR GAP PROVIDED? RED* PASSED TEST? T4ti ❑ 111 CHECK VALVE CLOSED TIGHT? YI OUCH vA,LvB LEAnn? #2 CHECK VALVE CLOSED TIGHT? 62 CHECK VALVE LEAI ' D7 DCVA PASSED TEST? AIR INLET OPENED A T AIR INLET FAILED TO OPEN' CHECK VALVE HELD TIGHT AT CHECK VALVE LEAKED? Pv1A PASSED TEST? PHONE INSPECYED B'Y CCS! PEP 0 ❑ 0 PSID PSID 0 Yet ❑ No ❑ PSID 0 PSID Q You No TEST COMPANY TEST KIT MAKE MODEL - _ , SN CALIBRATION DATE I car* that I used WAC 46 290490 approved Tar Method: and D(Terenrial Prersurc Tar Equipment TESTEE'S NAME PRINTS) ( CN - CERTIFICATION it rc r ti DATE TESTED REPAIR DATE DATE TESTED U/ JAN -15 -2003 12:10 Limn ljnlcv Group ACCOuHT f 1 5. 4.5 S *V1C1 ADDFE5S J 83Qg Geendc Ave S -- METER M 29:1Q7D78. CITY SIR Mares STATE CA ZIP CODE 94402.3085 ASSEMBLY LOCATION NAME CROSS - CONNECTION CONTROL TYPE DCVA. 3N PLEASE ValEx LINE PRESSURE AT TIME OF TEST? � PSI NEW? ❑ EXISTING? REPLACEMENT? L. a1TII�► &. S� SIIL �$�. - - -. _..._ ...' STS A ER RUAT13AR CLEANING J- SIZE ,1,50" MAX Herev , MODEL }WC DCVA PvBA APPROVED ASSEMBLY? REMARKS NIS REPAIRED IY RETESTED BY City of Tukwila Public Works Maintenance Department - 600 Minkler .Blvd Rackf law Assembly Test Report Form PSI DROP ACROSS x1 CMICK VALVE RELIEF vALvE OPENED M CAQCK VALVE CLOSED TIGHT' in CHECK VALVE LEAKED: 12 CUM VALVE CLOSED TIGMMT! 12 CHECK VALVE LEAKED? APPROVED AIR GAP PROV1DYto APIA PASSED TEST' Yes l__! No Al CHECK VALVE CLOSED TIGHT/ % 11 CHECK VALVZ LEAKED" Nz VALVE CLOSED TIGHT` 12 CHECK VALVE LEAKED? DCVA PASSED TEST? Yea AIR INLET OPENED AT AIR INLET FAILED TO OP F.N7 CHECK VALVE HELD TIGHT AT CHECK v u.ve LEAKED? PV A PASSED TEST! 11m. dl4f -.__ PSIP ❑ Etc ❑ No ❑ PRO/1 1NSTALLAT ►.l -�..� l 2 INC. ?SID PS1 DROP ACROSS *I CLICK v,t1VE PS1D M81D ULLEF VALVE OPENED Psw ❑ 11 CHECK VALVE CLOSED TIGHT? ❑ [] 01 CHECK VALVE LEAg fl' ❑ ❑ 12 CHECK VALVE CLOSED TIGHT° ❑ ❑ R: CHECK VALVE LEAIQDT ❑ ❑ APPROVED AIR GAP PROVIDED? ❑ ❑ AMA PASSED TEST? Veit ❑ Ns ❑ PSJD P1 CHECK VALVE CLOSED TIGHT? rSID ❑ 01 CHECK VALVE LEAKtb? ❑ PSID 112 CHECK VALVE CLOSED TIGHT? . PSm 0 ❑ No ❑ ❑ o2 CHECK VALVE Li:A30:D, DCVA PAZSEDTEST". Yoe ❑ No 0 - Ir w ?SID .%IR INLET OPENED AT /SID ❑ AIR INLET FAILED TO OPEN? CHECK V,NLV[r HELD TIGHT AT PAID 0 CHECK VALVE LEAKED' PVMA PASSED TEST? Yto 0 No ❑ ON? ❑ INSPECTED BY CCSI .•. e 7 ❑ TEST COMPANY rr, 9 , _ PHONE TEST KIT MAKEAC MODItL F3 U , 5N.• gel( CALIBRATION DATE /Q I cerrt& that I used W 24 2 90 approved Test Method: and Demential Pressure Test Equ' TESTER'S NAME IPB,!NT : /f CERTIFICATION GUN erui' j OPr. DATE TESTED IMPAIR DATE DATE TESTED CERT I P. 08 mem • TOTAL P,09 TOTAL P.08 ss= i5ti��'ta+::aa `.nf:dy.' �i:»t '�eu� 4:ti•tis;. z^ - «:�i'_.kld+ ",`.. . c ° tfiNIL; '•�' �,� �Ei:G"3� Sw` . xPR: 4. 2003 6:12PM COLLINS 3 Z AACIITECTUIE • PIAIIIIC • IIITERIOR 777 100TH AVENUE NORTHEAST • SUITE •oo BELLEVUE WASHINGTON • 08004-5118 Ti 426 990 3329 F • 425 820 9118 • COLLINSWOERMAN,COM TO • AT • PHONE • 206-433-0179 FROM • David Holmes RiverPoint Corporate Center (Limar Tukwila) NUMBER OF PAGES INCLUDING COVER • PROJECT • Joanna — Attached is a copy of our revised Exterior Stairway Detail 12/A1.4, denoting the concrete stairway to lay upon the existing grade with no excavation to occur upon the existing dike. This detail has the Professional Architect's Washington State Stamp. Thank you for accepting this fax to complete this permit application and subsequent issuance. We appreciate your help. cc • COLLINSWOERMAN TRANSMITTAL Joanna Spencer City of Tukwila Public Works OESICI X FACSIMILE 2 COPIES SENT VIA • FACSIMILE COURIER COLLINSWOERMAN IS A WASHINGTON CORPORATION. NO, 5836 P. 1 MEMO DATE • 4 April 2003 ADDRESS • 6300 Southcenter Boulevard Suite 100 Tukwila, WA 98188 FACSIMILE • 206 - 431 - 3666 REGARDING • Building Permit Submittal Number D03.043 PROJECT NUMBER • 02029 This facsimile transmission contains information which may be confidential or privileged. The information is intended to be for the use of the individual or entity named above. If you are not the intended recipient please be aware that any disclosure, copying. distribution or use of the contents of this Information is prohibited. If you have received this facsimile in error, please notify us by telephone. v AP„ 0 7 2003 PUB LIC W1ORKS POST ELECTRONIC "::ti1.$4.41 T l6a'Ya;Gi�ScJS}.+_kAe- U4:i�IWt . �i�S+'Ir dt'i✓:5ut. iLY.Y {5a r L. 0 21103 NEW CONC. SLAB ON COMPACTED FRI. SEE SHT C-4 wirrpropyr APPROX. LINE OF DUSTING GRADE STAIR TO TRAIL ASPHALT TRAIL NEW CONC STAIR ON COMPACTED Fill AS OCCURS PER PLAN. SEE SHT C-4 COMPACTED FILL • • , ti.t 'IA* • -7 ' .s.1.011.4.14.1.1'41 " COLLINS liFIAVYNOY rel 73 :1-- „, X . LT), 711 1013TH MIME SORTMAS1 BURT tO3 ocion.EvassmiTuri • woman. T 03 MN 3:03 124 1120 %I I 0011.1ttiWUDOMMLION RIVER POIalt CORP CENTER 11AWILA, WA • ISSUED FOR • Isms_ mai_misuanzi____. PlIOILL.111111141(Il ISSUE DATE MOW WOWS Id2L " CONCRETE STAIR ASK-1 Crs CO Li C7N • SHEET TITLE/NUMBER • — 1=1 z uj 2 o Io o ° .co 'W I CO u_ 0 g 11 u. < w Z 0 Z W n o co O — W • 0 IL. 5 w 0 = 1-= PAY TO THE ORDER OF • GLY CONSTRUCTION, INC. P.O. BOX 6728, BELLEVUE, WA 98008-0728 (425) 451 -8877 GLYCOI "01809 City of Tukwila PAY TO THE ORDER OF Y FOR GALL LANDAU YOUNG CONSTRUCTION CO., INC. P 0 BOX 672B 451 -8877 BELLEVUE, WA 98008 �/11��• ank. 1400473.3555 uabank.com -erS4A.4 • THE SUM Cif: 1 3, 5H wy.I ?.R:::: r,..;, DATE CHECK NO. •. g z 1'ilT.l� s axirE2L...� s _ • l3is:.i_L • 93.455 ubank 929 Havre, Montana 59401 24 -Hour Banking 1- 800.673.3555 3/24/03 4073 * ** *$5,962.57 * ** 0. 0AzuscrN, TWO SIGNATURES REOUIR 0 Q r)11-- AMOUNT Brumbaugh 8z Associates Landscape Architecture To: Attention: Regarding: cc. David Holmes City of Tukwila Carol Lumb Landscape Plan Modification Memorandum Date: April 1, 2003 Project: Riverpoint Corporate Center Project Number: 2002 -07 From: Steve Klem Landscape improvements are planned as part of proposed site and building renovation work at the Riverpoint Corporate Center. These improvements include selective removal of trees, preservation of other trees, and the addition of new trees. New tree species will be selected as appropriate, in terms of mature size, to the spaces indicated for replacement trees. We have revised the landscape plans to reflect our discussions and incorporate your input including providing more variety and visual interest. This will be achieved in several ways. 1. We have replaced groups of Otto Luyken Laurel with two other evergreen shrubs, Osmanthus Delavayi and Viburnum Davidii. These flowering shrubs will provide textural foliage variety and attractive flowers. 2. Groups of ornamental grasses were added at the entryways to Building 1. 3. Several Mountain Laurel were added in the center patio area. 4. Magnolia Stellata (a deciduous early flowering shrub) and Arbutus Unedo (an evergreen shrub with glossy foliage and a distinct fruit aspect) have been added to the foundation planting. 5. All pruning to be conducted by a certified arborist. Thanks again for your input and review. Please call with any further questions or clarifications regarding our plan submittal. 600 North 85" Street. Suite 102. Seattle. WA 98103 -3826 Telephone 206.782.3650 Facsimile • March 31, 2003 David Holmes Collins Woerman 777 — 108th Avenue Ne, Suite 400 Bellevue, WA 98004 City of Tukwila Dear Mr. Holmes: Department of Community Development Steve Lancaster, Director RE: CORRECTION LETTER #2 Development Permit Application Number D03 -043 Riverpoint Corporate Center 18200 & 18300 Cascade Avenue S This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Division. At this time, the Building Division, Fire Department and Public Works Department have no comments. Please address the attached 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 sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /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 (206)431 -3670. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D03 -043 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 OWN Steven M. Mullet, Mayor I s C rn 3 Z ARCHITECTURE PLANNING INTERIOR DESIGN 777 108TH AVENUE NORTHEAST • SUITE 400 BELLEVUE WASHINGTON • 98004-5118 T • 425 889 3333 F • 425 828 9116 • COLLINSWOERMAN.COM March 19, 2003 Brenda Holt, Permit Coordinator City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Proj: Riverpoint Corporate Center 18200 & 18300 Cascade Avenue South Subj: Response to Correction Letter #1 Development Permit Application Number D03 -043 Dear Brenda: Our office, along with our consultants, has reviewed and responded to the Correction Letter #1 (as detailed in the Revision Submittal Form). We have attached the appropriate revision to the drawings, and offer the following comments: 1) Public Works Department February 20, 2003 - Comments have been answered in the attached DCI Engineers March 10, 2003 letter regarding earthwork quantities and erosion control note additions. The Public Works Bulletin 1A, Construction Type C Permit fee has been calculated and attached. 2) Planning Division March 3, 2003 - Comments have been answered in the attached Brumbaugh and Associates March 18, 2003 Memorandum regarding Street Trees, Interior Trees to be Preserved, and Interior Trees to be Removed. 3) Our Architectural Drawings have been revised to reflect street trees not to be removed and the resulting relocation of the proposed Monument Sign. I am confident that our collective responses and revised drawings have adequately addressed all issues and will allow issuance of the submitted Building Permit Application. Please call me at 425 -889 -3318 to discuss any comments or questions related to this response letter. Thank you. avid P. Holmes Cc: Tom Bennett, Limar Realty Group James Walker, CollinsWoerman Enclosures CO L LI N SWOER MAN IS A WASHINGTON CORPORATION P:22:020291cot CIIYRo FTUKWI( A MAR 1 9 2 003 p ERMI r CENreR DCIENGINEERS D'AMATO CONVERSANO INC. March 10, 2003 Joanna Spencer - City of Tukwila Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Suite 100 Re: Riverpoint Corporate Center Permit #D03 -043 Dear Joanna: We have revised our civil drawings in accordance with your review dated February 20, 2003 as follows: Cc: 1. Alark D'Amato, P.G. • Guy A. Conversant), P.C. Elizabeth A. lensen, 1'.E. • Roger L. 1leerirrga, P.E. Mark D. Aden, P.E. • Harry tones II, P.E. • Ti E. Bean, PE. Ti C. Xia, Ph.D., P.E. • Richard L. Hemmen, P.E. 1. The revised grading quantities have been added to sheet C -1.0. 2. An erosion control note has been added to sheets C -3.0 and C -3.1 as requested. Also, please note that the retaining wall and grading on the trail have been removed from the plans. The stairs from the parking lot to the trail are still proposed. Very truly yours, D'AMATO CONVERSANO, INC. - Ft Kathryn Emery Civil Project Manager C17YRgc TU/tA MAR 1 9 20 03 P ERMIrCeNTeR 2821 NORTI-ILIP WAY • SUITE 200 BELLEVUE, WA 98004 -1496 • PHONE: (425) 827 -2238 • FAX: (425) 827 -8986 • J.. R-19-2003 14:48 mArl 1 9 21 a x , „ r DATE: 3/19/2003 JOB #: 02-22-008 TO: David Holmes FAX #: 828-9116 CC: FROM: Kathy Emery PROJECT: River Point NO. OF PAGES (including Cover Page): 5 COMMENTS: As 11 re ‘19 4 ed I: • ,1 • • DCI ENGINEERS won DCFENGINEER.,S D'AMATO CONVERSANO INC. f ORIGINAL J WILL 0 WILL NOT BE MAILED 2821 NORTHIJP WAY • Sinn 200 • aELLEVUE, WA 98004 • rmoN8 (425) 827-2238 • rAx: (425) 82 n -17.1411)4 R • i J 2003 Pe RM/Tip • .8986 J MA2 -19 -2003 14 :48 1. APPLICATION BASE FEE A D. E. Water MAR -19 -2003 14 :21 DCI ENGINEERS PUBLIC. WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE II I I • PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW maE_Eiust estimated fees li PW Type C permit fees are calculated. PW collects an Application Fee wljen the application is submitted and a Permit Issuance and I nspection fee when the permit is issued. Applicable permits having flat rates are added to the calculated fees and are due when the permit is issued. ...,.. ' it You may use this form to estimate PW Permit fees. This it an estimate only. Actual fees may vary. If you do not pro ` ide contractor bids with your permit application, Public Works [will review the cost estimates for reasonableness and may a dust I The permit fee covers the cost for two reviews•and two inspections. The permit fee does not include fees for additional reviews, additional inspections, or for revisions to approved plans. These fees are charged separately and must be before Final Inspection. estimates. 2. Enter'total cost for 'each im rovehnent category: �I 000 S. Sewer i I 35460 • . OMC.LTF2) C. Storm water . 4. TOTAL :PLAN "REVIEW' FEE (Ft q+ (t721 5 0 . Roadway Improvements Total Improvements (A +B +C +D) Ott 3. Calculate improvement -based fees: F. 2.5% of First $100,000 of (E.) G. 2:0% . of amount over $100,000 but less than $200,000 of (E) H. 1.5% of amount of $200,000 of(E.) • 20E4313665' 4IG,a 1. ii . P.02 11 1 1 C pF TUI(wlLA 3 MAR ! 9 2003 PERMIT' CENTER 9S% j� . P.04 QUANTITY IN CUBIC YARDS RATE Upto50CY - Free . 51 - 100 $23.50 107. - 1,000 $37.00 . 1,001 - 10,000 $49.25 10,001 - 100,000 $49.25 for 1 10,000, PLUS $24;50 for each additional 10;000 or fraction thereof: . 100,001 - 200,000 $269.75 for 1 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. • -•. . .MAR -19 -2003 14:49 DCI ENGINEERS PUBLICWORKS. BULLETIN lA TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATIONII PW may adjust estimated fees 5. GRADING Plan Review and Permit Fees Total excavation volume ‘'s 100 Total fill volume l 00 cubic yards For excavation and fill on the same site, base the fee on the greater of the excavation and fill volumes. Use the following table to estimate the grading application fee. MAR-19 -2003 14:21 4 5064313665 cubic yards $ 23,5 SS% . l i P.03 i TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH ' RMIT PLICATION ' (1 +4+5) 3641."6- il . The Plan Review and Approval fees cover TWO reviews.: 1) the fir - - : soci ted with the submission of the application /plan and 2)'a follow -up review associated !ith a correction letter. Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. II ii ii P.05 r ", QUANTITY in CY Pavement Overlay and Repair Rate per SF of lane width) RATE • 50 , or less $10,00 ;$23,50 51 -100 $37.00 101 - 1,000 10 -7 (50%) $37.00 for 1 100 CY plus $17.50 for each additional 100 or fraction . thereof, 1,001 - 10,000 .. $194.50 for 1 1000, plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $3.30 $325,00 for the 1" 10,000, plus $66.00 for each additional 1:0;000 or fraction thereof 100,001•,or more ' $919 •00 for 1s` 100,000, plus• $36.50 each additional 10;000 - - or fraction thereof. • • Approx. Remaining Years Pavement Overlay and Repair Rate per SF of lane width) 20 - 15 (100%). •• $10,00 ' 15 -10 (75 %) $7.50 10 -7 (50%) . . $5.00 .. 7 -5 (33 %) $3.30 5 -2 (.25 %).. . $2.50 . 2 -1 (10 %) - $1.00 0 -1 $0.00 • MAR— 19 -2003 14%49 DC1 ENGINEERS PUBLIC' WORKS' BULLETIN 1A TYPE C PERMIT FEE' ESTIMATE • PERMIT ISSUANCE AND INSPECTION FEE DUE WHEN PERMIT IS ISSUED PW may adjust estimated fees 6. PERMIT Issuance /Inspection Fee (Total P +G +H) $ 1 ► gb 7. PAVEMENT Mitigation Fee $ N A The pavement mitigation fee compensates the City for the reduced life span due to removal of existing roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and 'the 'Condition 'Of' the �! existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitigation fee. • MAR -19 -2003 14 %21 8. GRADING.Permit Review Fee . Grading Permit Fees are , calculated using the following table. Use the greater of the excavation and fill volumes from' Item. 5: • 5 20643136GS • 99% 3 7.00 ii • P.04 .P G1� twlyt.'. a? Z. 4 ::wv :�:,: ,X+.uu1.:,."+C:uwrl.R:Kids MAR -19 -2003 14:49 DCI ENGINEERS wUBLXC WORKS BULLETIN lA TYPE C PERMIT FEE ESTIMATE PERMIT ISSUANCE AND INSPECTION FEE DUE WHEN PERMIT IS ISSUED PW may ajust estimated fees 9. TOTAL OTHER PERMITS (Total A -D) A; Water Meter - *Deduct ($25) • B. Flood Control Zone ($50) C. Water Meter -• Permanent* D. Water Meter .-- only* E. Water Meter - Temporary* * Refer to the Water Meter Fee Sheet on page 2. 10. ADDITIONAL FEES (Total A -H) A. Allentown Water. (Ordinance 1777) B. Allentown Sewer (Ordinance 1777) C. Ryan Hill Water (Ordinance 1777) D. Special Connection (TMC Title 14) E. Duwamish F. Storm Drainage Mitigation (TMC Title 14) G. Other Fees • • $ I, $ 1I $ $. r i ESTZMATED.TOTAL PERMIT ISSUANCE AND INS DUE WHEN PERMIT IS•ISSUED (6 +7 +8 +9+10) This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Perrriittee's action or inaction shall be charged $47.00 pier inspection. • MAR --19 -2003 14:21 6 2064313665 99% • it . 1: 1 11 I1 i 11 P.05 • P . A7 TOTAL P.05 Brumbaugh & Associates Landscape Architecture To: Attention: Regarding: City of Tukwila Carol Lumb Tree Preservation & Removal Issues Memorandum Date: March 18, 2003 Project: Riverpoint Corporate Center Project Number: 2002 -07 From: Steve Klem Landscape improvements are planned as part of proposed site and building renovation work at the Riverpoint Corporate Center. These improvements include selective removal of trees, preservation of other trees, and the addition of new trees. New tree species will be selected as appropriate, in terms of mature size, to the spaces indicated for replacement trees. 1. Street Trees: No existing street trees will be removed or replaced on the site. It is noted that the existing London Plane street trees have been damaged by past severe pruning related to utility line maintenance. 2. Interior Trees to be Preserved: The trees adjacent to buildings that are healthy, are of appropriate species for their context, and have adequate growing conditions, will be retained. 3. Interior Trees to be Removed: Several trees are planned for removal within interior portions of the site adjacent to the office buildings. None of these trees are native to the site and all were planted around the time of original development. Also note that there will be no net loss of tree quantity after replacement planting occurs. Below is a brief summary of why selective removal of trees is planned for the project. • Inappropriate species planted to close to buildings (ex. large Douglas Fir, Spruce, or Pine trees that are now mature, planted within 2 -3 feet of foundation walls). These trees have outgrown their space and pose current and future damage potential to building walls, foundation footings, drain lines, and paved surfaces. • Leaning trees that pose hazard to persons or property from toppling. • Unhealthy trees exhibiting signs of disease, insect infestation, trunk or primary branch decay, and root girdling. • Removal of some trees meeting the above criteria will also result in safer pedestrian access routes through the parking areas. 600 North 85 Street, Suite 102, Seattle, WA 98103 -3826 Telephone 206.782.3650 Facsimile 206.782.3675 March 5, 2003 David Holmes Collins Woerman 777 — 108th Avenue NE, Suite 400 Bellevue, WA 98004 RE: CORRECTION LETTER #1 Development Permit Application Number D03 -043 Riverpoint Corporate Center 18200 & 18300 Cascade Avenue S Dear Mr. Holmes: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Division and Public Works Department. At this time, the Building Division and Fire Department have no comments. Please address the attached 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 sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /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 (206)431 -3670. Sincerely, - /aka& Brenda Holt Permit Coordinator encl xc: File No. D03 -043 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 ...:tt: :..:::Gtwai u,„„,du:„,aj, • .wr a . February 7, 2003 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review Riverpoint Corporate Center - (D03 -043) Dear Mr. Swanson: Please review the enclosed plans and documents for structural compliance with the 1997 Uniform Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. Sincerely, 46 i Brenda Holt, Permit Coordinator encl xc: Permit File No, D03 -043 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 .; r I, MAR L� RE TY GROUP s "G 1730 So. El Camino Real, Suite 400 I ._ San Mateo, CA • 94402 650/ 525 -9400 • Fax 650/ 525 -9811 DATE: January 29, 2003 TO; Collins Woerman FROM: Phone FAX cc: Thank You Tom 425/828 - 9116 Re: RiverPoint Corporate Center— Tukwiila Attached is the authorization letter you requested for the Permit. li .f (irT . fk: ki r • .. 4 5 ,4Y 3v '"Of � r;�1 i p• � t • 0 . i I . ' { F � j ~1 # of pages including cover sheet: Tom Bennett Attention: David Holmes Vice President/Property Management Phone 650 - 525 -9632 Fax i 650.525 -9811 REMARKS: Urgent X For your review Reply ASAP Please comment RECEIVED JAN 2 9 2003 CoUUinsWoef nan c�ryRoa witq FEB 0 4 2003 pERM cENr : / The Information contained In this facsimile Is confidential and may also be attorne•priviteged, The Information Is Intended only for the use of the individual or entity to whom it Is addressed. If you are not the intended recipient, or the employee or agent responsible to deliver it to the Intended recipient, you are hereby notified that any use, dissemination, distribution or copying of this communication is strictly prohibited. If you have received this communication in error, please Immediately notify us by telephone at the telephone number listed above and return the original message to us at the above address. "44 f:tlirnar\tom b'4axtorm.doc P. 01 JHN —d 11:52 P.02 January 28, 2003 LIMAR REALTY GROUP City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Proj.: RiverPoint Corporate Center 18200 & 18300 Cascade Ave. So. Tukwila, WA 98188 RE: Owner's Agent To Whom It May Concern: 1730 So, El Camino Real, Suite 400 San Mateo, CA 94402 (850) 525 -9632 • Fax (650) 525.9611 In reference to the RiverPoint Corporate Center Improvements and Construction at 18200 and 18300 Cascade Ave. So., CollinsWoerman is authorized to act on our company's behalf in matters related to the City of Tukwila's permitting process. Please feel free to call me at 650- 525 -9632, if you have any questions. Respectfully, 9 e-' 4 ° 4-4 Thomas Bennett, CPM Vice President/Property Management FN.IMAR\Tom EATUNWIWAreNroel Permit Ir 1.2603.434 TOTAL P.02 RiverPoint Corporate Center 1 8200 Cascade Avenue Tukwila, WA Site Information The APN number is 788890- 0170 -07 for Building 18200 Cascade Avenue The legal description is: Southcenter South Industrial Park for lots 15 -17 beginning SW corner of lot 17 TH S 78 -36 -10 E 80 ft TH along curve to RGT Center bearing N 11 -23 -50 E radius of 50 feet arc. Deed recorded November 15, 1985, under King County Recording No. 8511150410 or There is an abbreviated legal description known as: Lot 17, Plat of Southcenter South Industrial Park lo wO 5 : LwFi u1: v .1t'iJ.�liGiLlL:�dj"' .. - J. MASIY giffia MAR, 27. 2003 2:28PM COLLINSWOERMAN NO. 5554 P. 1 COLLI ARCHITECTURE • ►LAIIIIG INTERIOR OEsisi rn 777 100TH AVENUE NORTHEAST • SUITE BELLEVUE WASHINGTON • 08004-61111 Z • T • 426 889 3333 P • 426 828 8116 • GOLLINSWOERMAN COM Z X TRANSMITTAL FACSIMILE MEMO F=- W re W 2 TO • Joanna Spencer DATE • • 27 March 2003 AT • City of Tukwila ADDRESS • 6300 Southcenter Boulevard U O Permit Center Suite 100 0 Tukwila, WA 98188 W i tu FACSIMILE • 206- 431 -3665 _i LL W O FROM • David Holmes REGARDING • Elimination of Path 2 }} PROJECT NUMBER • < PROJECT • Ri verPotnt Corporate 02029 u_ (Limar Tukwila) H w NUMBER OF PAGES INCLUDING COVER • 1 Z H PHONE • 206- 431-3670 Thank you. Center Joanna — As a follow up to our earlier conversations and my 3 - 26 - 03 voice mail, please be advised that the "new 5' wide gravel path" noted on Sheet L -2.0, adjacent to West Valley Highway will not be installed. We would appreciate it if you would delete it on the Building Permit Submittal drawing. This facsimile transmission contains information which may be confidential or privileged The information is intended to be for the use of the individual or entity named above, If you are not the intended recipient please be aware that any disclosure, copying, distribution or use of the contents of this information is prohibited If you have received this facsimile in error, please notify us by telephone COLLINSWOERMAN IS A WASHINGTON CORPORATION. MAR 2 7 2003 PUBLIC W R KS X -043 P• \Carrespt10Ur1E•22 \02029tcoLp .dae '•>;= ��; �;!<' �v �S ?;'e;;;E'� > %��.';LB:�'�ir{ ?:�_ i1i� ..,�•i.;�::�;�r:rm�>��xw:.•:.� W 0 Z 1HM 1 . v — e01:16 14: 4:3 DCI ENGINEERS D C I ENGINEER.,S D'AMATO CONVERSANO INC. DATE: TO: CC: PROM: PROJECT: COMMENTS: 3/19/2003 David Holmes Kathy Emery River Point NO. OF PACES (Including Cover Page): 16 re?veadied 5 JOB #: 02-22-008 - FAX#: 828-9116 ORIGINAL E3 WILL 0 WILL NOT BE MAILED 11 it I: • II 11 11 • I I 1. • MAR 9 c R P C ER I: R IT EC E: - OF ro • 003 2821 NORTHI1P WAY • SUITE 200 • BELLEVUE, WA 98004 • PHONE (425) 827-2238 • PAX: (425) 827-8986 0 e ♦ i. .1 C_ JtJJ 1'4 • •40 MAR-19-2003 14121 Ll. 1 civu 1 NttKS PUBLIC. WORKS' BULLETIN. .1. TYPE C PERMIT FEE ESTIMATE I PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW r»a_ affust estimated fees I; I I, PW Type C permit fees are calculated. PW collects an Application Fee wflen the application is submitted and a PermtIssuance and Inspection fee when the permit is issued. Applicable permits having fiat rates are added to the calculated fees and are due when the permit is issued, II • . . . ..... . ,.. • .. I., • •, ... , • You may use this form to estimate PW Permit fees. This i an estimate only. Actual fees may vary. If you do not pro ide contractor bids with your permit application, Public Works will review the cost . estimates for reasonableness and may adjust estimates. II The permit fee covers the cost for two review and two inspections. Thell permit fee does not include fees for additional reviews, additional inspections, or for revisions to approved plans. These fees are charged separately and must be•paid before.PW Final Inspection. 1. APPLICATION BASE FEE 2. Enter total cost for each imprroveinent category: A. Water O B. Sewer C. Storm water D. Roadway Improvements . E. Total Improvements (A +B +C +D) 3. Calculate improvement - based fees: F. 2.5% of first $100,000 of (E.) G. 2':0% of amount over $100,000., but less than $200,000 of (E.) H. 1.5% of amount of $200,000 of • . ___ 4. TOTAL'PLANREVIEW FEE (E- l+G +H 3 2064313665' 4V9z50 96% P.02 RECEIVED ;1 CITY OF TUKWILA I MA 1. 9 2003 PERMIT CENTER 1 . P, QUANTITY IN CUBIC YARDS RATE U • to SO CY . Free S1 - 100 $23.50 _ 101 - 1,000 $37.00 1 001 - 10 000 •49.25 10,001 - 100,000 $49.25 for 1' 10,000, , • ; • PLUS $24.50 for each additional 10;000 or fraction thereof.. . 100,001 - 200,000 $269,75 for 1 51 - 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. .... Ilrtr� GeIL1J 14 ;4 `.� DCI ENGINEERS j1 . ?UBL•IC'WORKS BULLETIN 1.. TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATIONII PW may adjust estimated fees 5. GRADING Plan Review and Permit Fees $ 2 3,5t Total excavation volume Total fill volume Ato0 100 cubic yards For excavation and fill on the same site, base the fee On the greater of the excavation and fill volumes. Use the following table to estimate the grading application fee. TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH • (1 +4 +5) 4 MAR -19 -2003 14 :21 2064313665 • • cubic yards 11 ji . II P.03 wu 4 s. The Plan Review and Approval fees cover TWO reviews: 1) the fir - - . soci ted with the submission of the application /plan and 2)•a follow -up review associated ith a correction letter, Each additional review, which is attributable to the Applicant's action or inaction shall be charged 25% of the Total Plan Review Fee. 98% li P.05 UANTITY in CY Pavement Overlay and Repair Rate (per SF of lane width) RATE • SO 'or less • • :.$23.50 51 -100 15 -10 (75 %) .t 37.00 101 - 1,000 $7.50 $37.00 for 1" 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 - . $194.50 for 1 1000, plus $14.50 for each additional 1,000 or fraction thereof, 10,001 - 100,000 .. $325.00 for the 1 10,000, plus $66.00 for each additional T0;000 or fraction thereof • 100,001•,or more ' : • • $91.9 :00 for 1s` 100,000, plus $36.50 each additional 10;000 •• •• or fraction thereof, Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20 -15 (100 %). $10.00 • . 15 -10 (75 %) $7.50 10-7 (S0%) - . $5.00 .. 7 -S (33 %) • ' $3.30 5 -2 (.25 %).. .. : . $2.50, . 2-1 (10 %) $1.00 0 -1 $0.00 14:4 DC I ENGINEERS MAR --19 -2003 14:21 PUBLIC' WORKS BULLETIN 1A TYPE C PERMIT FEE' ESTIMATE PERMIT ISSUANCE AND INSPECTION FEE DUE WHEN PERMIT IS ISSUED PW may adjust estimated fees 6. PERMIT Issuance /Inspection Fee (Total F +G +H) The pavement mitigation fee compensates the City for the reduced fife span due to removal of existing roadway surfaces. The fee is based on. the total square feet of impacted pavement per lane and on ' the condition of the existing pavement. Use the following table and Bulletin 1B to estimate the pavement mitigation fee. 5 2064313665. S6x n• I! 8. GRADING Permit Review Fee . $ 3 7, CO Grading Permit Fees are , calculated using the following table. Use the greater of the excavation and fill volumes from' Item. 5; ' •I ; $ 142.51: 7. PAVEMENT Mitigation Fee • $_ 1i �I • li I1 • �! P.04 z a • I 1 6 U ( CO u_ w 2 _ 0) a W _ zi- t-. 6 0 U � O - I- w • w L I Z W U= O z LciUJ 14 • 47 TYPE C PERMIT FEE ESTIMATE PERMIT ISSUANCE AND INSPECTION FEE i DUE WHEN PERMIT IS ISSUED !! PW may a djust e stimated fees !� 9. TOTAL OTHER PERMITS (Total A -D) A: Water Meter — *Deduct ($25) • B. Flood Control Zone ($50) C. Water Meter —• Permanent* D. Water Meter - . Water only E. Water Meter — Temporary* * Refer to the water Meter Fee Sheet on page 2. 10. ADDITIONAL FEES (Total A .'H) A. Allentown Water. (Ordinance 1777) . $ B. Allentown Sewer (Ordinance 1777) ,$ C. Ryan Hill Water (Ordinance 1777) D. Special Connection (TMC.Title 14) $ E. Duwamish $ F. Storm Drainage Mitigation (TMC Title 14) $ G. Other Fees $ MAR --19 -2003 14:21 uL l tNU 1 NthIS PUBLIC WORKS BULLETIN ita 6 2064313665 99% r1 i j I II i i . II ESTIMATED TOTAL PERMIT ISSUANCE AND INS • CTION FEE DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +18) . � 60 This fee includes two inspection visits per required inspection: Additional inspections (visits) attributable to the Perrriittee's action or inaction shall be charged $47.00ip ;er inspection. , P.05 11 • ►i I' • II , b P. A7 TOTAL P.05 ARCHITECTURE PLANNING INTERIOR 777 108TH AVENUE NORTHEAST • SUITE 400 BELLEVUE WASHINGTON • 98004.5118 T • 425 889 3333 F • 425 828 9116 • COLLI1ISWOERMAN.COM March 19, 2003 Brenda Holt, Permit Coordinator City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Dear Brenda: I am confident that our collective responses addressed all issues and will allow issuance Please call me at 425 - 889.3318 to discuss response letter. avid P. Holmes Cc: Tom Bennett, Limar Realty Group James Walker, CollinsWoerman Enclosures DESIGN Proj: Riverpoint Corporate Center 18200 & 18300 Cascade Avenue South Subj: Response to Correction Letter #1 Development Permit Application Number D03 -043 Our office, along with our consultants, has reviewed and responded to the Correction Letter #1 (as detailed in the Revision Submittal Form). We have attached the appropriate revision to the drawings, and offer the following comments: 1) Public Works Department February 20, 2003 - Comments have been answered in the attached DCI Engineers March 10, 2003 letter regarding earthwork quantities and erosion control note additions. The Public Works Bulletin 1A, Construction Type C Permit fee has been calculated and attached. 2) Planning Division March 3, 2003 - Comments have been answered in the attached Brumbaugh and Associates March 18, 2003 Memorandum regarding Street Trees, Interior Trees to be Preserved, and Interior Trees to be Removed. 3) Our Architectural Drawings have been revised to reflect street trees not to be removed and the resulting relocation of the proposed Monument Sign. and revised drawings have adequately of the submitted Building Permit Application. any comments or questions related to this P:22:02029Icot MICRO COM SYSTEMS LTD. ATTENTION (l The next image may be a duplicate of the previous image. Please disregard previous image. n Please disregard previous 2 images. n Please disregard previous 3 images. C Other: NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ARCHITECTURE PLANNING INTERIOR DESIGN 777 108TH AVENUE NORTHEAST • SUITE 400 BELLEVUE WASHINGTON • 98004.5118 T • 425 889 3333 F • 425 828 9116 • COLLINSWOERMAN.COM March 19, 2003 Brenda Holt, Permit Coordinator City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Proj: Riverpoint Corporate Center 18200 & 18300 Cascade Avenue South Subj: Response to Correction Letter #1 Development Permit Application Number D03 -043 Dear Brenda: Our office, along with our consultants, has reviewed and responded to the Correction Letter #1 (as detailed in the Revision Submittal Form). We have attached the appropriate revision to the drawings, and offer the following comments: 1) Public Works Department February 20, 2003 - Comments have been answered in the attached DCI Engineers March 10, 2003 letter regarding earthwork quantities and erosion control note additions. The Public Works Bulletin 1A, Construction Type C Permit fee has been calculated and attached. 2) Planning Division March 3, 2003 - Comments have been answered in the attached Brumbaugh and Associates March 18, 2003 Memorandum regarding Street Trees, Interior Trees to be Preserved, and Interior Trees to be Removed. 3) Our Architectural Drawings have been revised to reflect street trees not to be removed and the resulting relocation of the proposed Monument Sign. I am confident that our collective responses and revised drawings have adequately addressed all issues and will allow issuance of the submitted Building Permit Application. Please call me at 425 - 889 -3318 to discuss any comments or questions related to this response letter. Thank you. avid P. Holmes Cc: Tom Bennett, Limar Realty Group James Walker, CollinsWoerman Enclosures P ;22 ;020291cot rs=DCI F,NGINEERS �= D'AMATO CONVERSANO INC. March 10, 2003 Joanna Spencer City of Tukwila Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Suite 100 Re: Riverpoint Corporate Center Permit #D03 -043 Dear Joanna: We have revised our civil drawings in accordance with your review dated February 20, 2003 as follows: 1. The revised grading quantities have been added to sheet C -1.0. 2. An erosion control note has been added to sheets C -3.0 and C -3.1 as requested. Also, please note that the retaining wall and grading on the trail have been removed from the plans. The stairs from the parking lot to the trail are still proposed. Very truly yours, D'AMATO CONVERSANO, INC. Kathryn Emery Civil Project Manager Cc: 1. A1ark UAnuato, I'.E. • Guy A. Conversant), I'. E. Elizabeth A. Jensen, PE. • Roger L. Ilacringa, P.E. Mark D. Alen, P.E. • Harry (ones II, P.E. • Troy E. Bean, PE. Toni C. Xia, Ph. U., PE. • Richard L. Item men, PE. RECEIVED CITY OF TUKWILA MAR 1 9 2003 PERMIT CENTER 2821 NOR11-IUP WAY • SIII1'E 200 • BELLEVUE, WA 98004 -1496 • PHONE: (425) 827 -2238 • FAX: (425) 827 -8986 Brumbaugh & Associa s Z Date: March 18, 2003 re Project: Riverpoint Corporate Center Attention:. Carol Lumb Project Number: 2002 - 07 u) W Regarding: Tree Preservation & Removal Issues From: Steve Klem w w Landscape improvements are planned as part of proposed site and building renovation work at the Riverpoint Corporate Center. These improvements include selective removal of trees, preservation of other trees, and the addition of new trees. g New tree species will be selected as appropriate, in terms of mature size, to the spaces indicated for replacement trees. coa = w z � I-0 Z I~ w 2. Interior Trees to be Preserved: The trees adjacent to buildings that are healthy, are of appropriate species for their o O D O '— 3. Interior Trees to be Removed: Several trees are planned for removal within interior portions of the site adjacent w w to the office buildings. None of these trees are native to the site and all were planted around the time of original ! development. Also note that there will be no net loss of tree quantity after replacement planting occurs. Below is Y O a brief summary of why selective removal of trees is planned for the project. tii Z • = • Inappropriate species planted to close to buildings (ex. large Douglas Fir, Spruce, or Pine trees that are now 0 mature, planted within 2 -3 feet of foundation walls). These trees have outgrown their space and pose current and future damage potential to building walls, foundation footings, drain lines, and paved surfaces. • Leaning trees that pose hazard to persons or property from toppling. • Unhealthy trees exhibiting signs of disease, insect infestation, trunk or primary branch decay, and root girdling. • Removal of some trees meeting the above criteria will also result in safer pedestrian access routes through the parking areas. To: Landscape Architecture City of Tukwila context, and have adequate growing conditions, will be retained. Memorandum 1. Street Trees: No existing street trees will be removed or replaced on the site. It is noted that the existing London Plane street trees have been damaged by past severe pruning related to utility line maintenance. 600 North 85" Street, Suite 102, Seattle, WA 98103 -3826 Telephone 206.782.3650 Facsimile 206.782.3675 d .. • Reid iddleton March 4, 2003 File No. 26 -03- 005- 001 -02 Mr. Bob Benedicto City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - Final Submittal Riverpoint Corporate Center (D03 -043) Dear Mr. Benedicto: Sincerely, Reid Middleton, Inc. Philip R. Brazil, P.E., S.E. Senior Engineer sjs \26se \planrevw \tukwila \03 \t0O1 r2.doc \prb Enclosures cc: David Holmes, Collins Woerman Elizabeth Jensen, DCI Engineers We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The applicant has responded successfully to our comments. Enclosed are one complete set of the structural drawings (bound with the originally submitted architectural drawings) and an additional copy of the revised structural sheets. We are also forwarding the structural calculations, geotechnical report, and correspondence from the engineer for your records. If you have any questions or require any additional clarification, please call. Washington Oregon Alaska Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 DCI•ENGINEERS ■i D'AMATO CONVERSANO INC. Mr. Philip R. Brazil, P.E., S.E. Senior Engineer Reid Middleton 728 134 Street SW, Suite 200 Everett, WA 98204 Subject: Building Department Plan Review Riverpoint Corporate Center Dear Mr. Brazil, DCI has received your comments generated during your plan review of the above mentioned project. The responses below have been numbered to correspond with your comments: 2. The assumed lateral passive pressure and coefficient of friction values used in the design, and specified in the general notes, are allowable values obtained from Table 18 -I -A in the 1997 UBC. The soil is believed to be between a class 1 and class 2 soil, so a lateral bearing value of 250psf /ft was selected. Sheet S1.1 has been revised to reference table 18 -I -A, and specifies that the values are allowable. A minimum 1.5 factor of safety was used for overturning and sliding, in addition to any factor of safety included in the allowable soil values per UBC section 1611.6. Calculation sheets Misc 5 and Misc 6 show that a factor of safety of 1.62 for sliding and 1.8 for overturning were achieved. 3. The Cast in Place Concrete section has been revised to reference ACI 301 -99. 4. The Reference Standards for Concrete Reinforcement on sheet S1.1 has been revised to reference the 1995 edition of ACI 318 and ACI 318R per chapter 19 of the 1997 UBC. If you have any additional comments regarding the design, please feel free to call. Sincerely, D'Amato Conversajio, Inc. eiga Matthew P. Stabbert Project Engineer ,ti'I SI11111.2 CE q [E [ FEB 2 7 2003 u ►tl • R •1.1.1 MItAIT lN' 196 I■i 1 ,\Idyl: I >'.Intdm. I'I:. • t,ttl .1. Cdnrrndntt. I'I. Elizabeth :1. hvt'rn. I'. I:. • Rogt t I . I h•t't ingd. I' 1 ,Maul: I). I'si, I'.F.. • !Ian). IOI IL P.U. • I'nl• I. IR,•, 1'1 Linn (:..Cid. I'h.l ).. l'1.. • It trhand 1.. I lemmen. 1'1 February 25, 2003 DCI JOB # 02 -11 -163 Elizabeth Jensen P.E., S.B. Principal (.1 t 5) ti t; t i iti I•. \ \ ( � 2,1) ti •ti')'( 4yu,:Ai :424::1- 44etii L':t.C.:4:P ;;, 1Fn ` ! I Reid iddleton February 21, 2003 File No. 26 -03- 005- 001 -01 Mr. Bob Benedicto City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - First Submittal Riverpoint Corporate Center (D03 -043) Dear Mr. Benedicto: RECEIVED FEB 2 4 2003 COMMUNITY DEVELOPMENT 3. The edition of ACI 301 used in the structural design is not clear. At the Reference Standards on Sheet S1.1, the 1999 edition is specified in the Concrete Reinforcement section and the 1996 edition is specified in the Cast - in -place Concrete section. We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. The permit applicant should address the following comments. Copies of this letter were forwarded to the project architect and structural engineer for your convenience. 1. The following list of comments should be responded to in itemized letter form. The permit applicant should have the Engineer of Record respond and resubmit two copies of revised structural drawings and one copy of supplemental calculations. All information should be submitted directly to Reid Middleton, Inc. 2. It is not clear whether the assumed values for passive lateral pressure and coefficient of friction at the Design Soil Values on Sheet S1.1 are allowable or ultimate. A note should be added that specifies the factors of safety and whether they are included in the values or not. See UBC Section 1611.6. 4. The edition of ACI 318 and ACI 318R at the Reference Standards for Concrete Reinforcement on Sheet S1.1 should be changed from 1999 to 1995 per UBC Chapter 19. Corrections and comments made during the review process do not relieve the project applicant or designer from compliance with code requirements, conditions of approval, and permit requirements; nor is the designer relieved of responsibility for a complete Washington Oregon Alaska engineers Planners Surveyors Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 9 Mr. Bob Bendicto City of Tukwila February 21, 2003File No. 26 -03- 005- 001 -01 Page 2 design in accordance. with the laws of the state of Washington. This plan review check is for general compliance with the Uniform Building Code as it relates to the project. z w re 6 D U 0' U) `. Sincerely, w =. J �--. fA U,: Reid Middleton, Inc. w 0, uQ = w . z � F- 0:. Z F- LU uj. UC .ON :0 1 .w W. ~ U '- 1 O W Z, U ' = .. , Z If you have any questions or require any additional clarification, please call. Philip /7 Brazil, P.E., S.E. Senio Engineer sjs \26se \planrevw \tukwila \03 \t001 r 1.doc \prb cc: David Holmes, Collins Woerman Elizabeth Jensen, DCI Engineers Reid iddleton The proposed project is a minor redevelopment of an existing office complex. The subject site is approximately 6 acres and contains two buildings with associated parking. The site also includes an asphalt trail /dike along the Green River and also borders on Cascade Avenue South, West Valley Highway, and Todd Boulevard. The grades are relatively flat with the exception of the berms along the river and along West Valley Highway. Storm drainage is collected via roof drains and catch basins and is conveyed to the closed pipe system in Cascade Avenue. There are oil /water separator catch basins in the parking lot that partially treat runoff prior to its discharge into the City storm system. The catch basins appear to be functionally adequately. The site is in the Green River basin. The proposed redevelopment includes some remodeling of the interior spaces as well as the construction of a plaza area, new sidewalks and new trash enclosure area. There will be a net decrease in impervious area as some of the existing asphalt area is being converted to landscaping. This will decrease the runoff rate and therefore no detention is required. There is also a net decrease in area subject to vehicular traffic. The new area being created that is subject to vehicular traffic is less than 1000 square feet, therefore no new water quality measures are required. The existing storm system will continue to operate as currently designed. No changes to the collection, conveyance or water treatment are proposed. EXPIRES 4/24/03 I Riverpoint Storm Narrative !RECEIVED FEB 0 7 200 TUKWILA PUBLIC WORKS leave) klb 5222050 river protection easement laid, the reoeip id hereby: 010�l 10 ding, a Municipal dorpmration of • h *• j tali "f . second part, the right t. oonstruok:, ` and remove debris along the o on eas corner, 'eo. ,' •'« 27 West to Green River in'Sed so any. reasona• e access necessary _,ox::_;' Ver? mprovemen ,,.:.. IN WITNESS WHEREOF the parties' hereunto have subsoribed't'beir r ameg set their' hands and seals on this .5 -- STATE O. WASHINGTON;) - s s 00UNTY r KING• This Is to certify that on before me., the undersigned, a Washington, .duly commissioned !..� 196 •11 " Cainty'Commisslan.!?i, +:;i.. ,00MokRIS,. County Md0 -1. > = '{ � ::..�M�: �- :�•: tnd a � - • Or la this J_5 day of "'.. Notary P.uhlio .in and • for t a and sworn', persoilai'] y . oats O ..me own • o o e n O •OXOQU O • . • O W , • fl,. ns r , t t c u / +j 1i4Q • acknowledged . to tlae-' •that ,+t: he 3i 1 od' ' �. n 1 k. • k. ,...,,, .:;; a� ' ; ;:, rvo an volunt A., g e.�id.�; s ��,pd �,th spa., .dh:•, �.��_ �. -° ; �,'' ary� and deo �t1 ,` tha ,.rhos and purposes , thbr WITNESS • my hand and seal , tho';:d: an a iy& fi d �' tb�.s = oe�;t' &• .above montionod r • '•� • A : cY ?• r1r, i'.F :....., Y 1 S ii 4 i1 u Tiis4it'r' ; }ti "vU%'.i` ��xt river protection easement 5596236 Tionry klkuarns Dep. Ao. Portion of ID C 1,in botwn 3ts.te hi-}t Oreen Tkiv ]es portion 1175.77 ft. Soutiv earner oi.' Sec.' 35, thonen 27' ot to Green Rive IN WITNESS WHEREOF the written. • .; On thia day appeared before me qe, , 1-‘4: • ' fOntive: . Said :easement and right-of-wayare. for :the...falloWinepUrpoies: The. right to enter upn ;the above deedribed..;land to construct; . readnetrUCt -maintain ;and. prOted. :.on:andior.Potheri.::kle* central, works, appurtenances thereto, together, , or i;icaistri'c•tiOn'thereat,: 'to '.trin,'":'Cut, efl and remove all. such ti-eec brueih; anct:Othei:'.natiirel..growtti.:42iir;'obetrUations as are necessary to provide adequate alear..nie; to ate .iiiter:farefiee:iritii;,;',or itnietUrea; and!.inellidad as an aPpUrtenariee to said easement is a reasonable right of access thereto over any other . ..landsRowned'by.the Grantor. The consideration, above mentioned, is accepted as full compensation to the exercise of the rights above granted. To have and to hold, all and singular, the said easement . and right-of-way, together With appurtenances, unto Grantee, its successors and assigns. Grantor hereunto set ILk ourhand, the day and year above .Graft;' • Grantor tr e ; dg to e b i e t t o h m e e - ii:di ha vi t deacLescribed in and.'who;eocecuted;the thlysigned the same as :their act. and deed, for the uses and pu mentioned.. .Gitr my: hand and official seal this 7th day of " Z., c az th Waehington, residing at •••••• • . ..• •.. . . • \ foregoing instrument) tree and voluntary Ma , of Mod for . SiLf • 424j eilii • . • •• 03 * " 1 " NM,.fl,Iw1, 4V=u112Lua== R,..f.T$ T . ,!IVZ=I=aalla COLLINS rn 1 Z ARCHITECTURE TO • AT • Thank yb X TRANSMITTAL • PLANNING • INTERIOR DESIGN 777 108TH AVENUE NORTHEAST • SUITE 400 BELLEVUE WASHINGTON • 98004.5118 T • 425 889 3333 F • 425 828 9116 • COLLINSWOERMAN.COM Permit Technician City of Tukwila Permit Center PHONE • 206- 431 -3670 FROM • David Holmes PROJECT • RiverPoint Corporate Center (Limar Tukwila) NUMBER OF PAGES INCLUDING COVER • COLLINSWOERMAN IS A WASHINGTON CORPORATION, FACSI MILE DATE • 4 February 2003 ADDRESS • FACSIMILE • 6300 Southcenter Boulevard Suite 100 Tukwila, WA 98188 206 - 431 -3665 REGARDING • Building Permit Submittal PROJECT NUMBER • 02029 The following documents are being submitted for a Commercial Building Permit :` „, �QQ� 1. City of Tukwila Building Permit Application, dated 02- 04 -03. 2. Limar Realty Check No. 36668 in the amount of $4,067.00, dated 01- 29 -03. 3. Civil, Landscape Architectural, Architectural and Structural Engineering Drawings, Sheets Cover through S3.1 — Five (5) Complete Sets. 4. Structural Engineering Calculations, dated January 27, 2003 — Two (2) Copies. 5. Complete Legal Description 6. Limar Realty Group, Owner's Authorization Letter, dated January 28, 2003. 7. Metro Non - Residential Sewer Use Certification (Form H -13). 8. Business Declaration (Form H -10). 9. Copy of Washington State Department of Labor and Industries Valid Contractor's License. 10. Clayton Group Services, "Good Faith" Inspection Letter, dated January 20, 2003. 11. 2001 Washington State Nonresidential Energy Compliance Form — Lighting Summary, dated 1 -29 -03 12. Civil Engineering, Storm Narrative Statement, dated 01- 09 -03. 13. City of Tukwila, Public Works, Backflow Assembly Test Report Forms. 14. Copies of recorded Public Access and Bank Protection Easements Nos. 5222050 and 5596236. Our office will appreciate an expeditious permit review. If there are any questions or comments regarding this permit application, please call me directly at 425 - 889 -3318 to discuss. Davi CC • Thomas Bennett, Limar Realty Group COPIES SENT VIA • FACSIMILE COURIER This facsimile transmission contains information which may be confidential or privileged. The information is Intended to be for the use of the individual or entity named above. If you are not the intended recipient, please be aware that any disclosure, copying, distribution or use of the contents of this Information is prohibited. If you have received this facsimile in error, please notify us by telephone, POST ELECTRONIC MEMO Mly. }i�,LC!.E.. .r, ar:z.7 1• Y.::.?:.f.�4j i�` . ',, iR�l .w.F wew�� Rf�..wc+>n. .. •Mb•IfS1Y0�1.11�1.1�y 2029tcoLdoc i -JERMIT GOURD uut PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -043 PROJECT NAME: RIVERPOINT CORPORATE CENTER SITE ADDRESS: 18200/18300 CASCADE AV S Documents /routing slip,doc 2 -28.02 DATE: 04 -01 -03 Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter #2 Revision # After Permit Is Issued DEPARTMENTS: Building Division I g ❑ Fire Prevention ❑ Pla W ing Division Public Works El Structural ❑ Permit Coordinator REVIEWER'S INITIALS: PERMIT COORD COPY DUE DATE: 04 -03 -03 DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) Complete - Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R UTING: Please Route Structural Review Required ❑ No further Review Required El REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 0 -01 -03 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: `:: ?.i:huJL•.:l.�e J���� Fri .j'LWS�YJa+i✓ «av w.we� w t'u:.�ri�t>wr ACTIVITY NUMBER: D03 -043 DATE: 03 -19 -03 PROJECT NAME: RIVERPOINT CORPORATE CENTER SITE ADDRESS: 18200 & 18300 CASCADE AVENUE S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter #1 Revision # After Permit Is Issued &,1\a, ,Z Building Division ❑ Fire Prevention ❑ Planning Division Lfi Putpc orkk_, c , [ Structural ❑ Permit Coordinator ;SIL DEPARTMENTS: V PERMrco PLAN RE DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete UCfING SLIP DUE DATE: 03 -20 -03 Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROyTING: Please Route ,; Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: 0 DATE: DUE DATE: 04-17-03 Approved ❑ Approved with Conditions ❑ Not App roved ( attach comments) Notation: REVIEWER'S INMALS: Documents /routing sllp.doc 2 -28.02 PERMIT COORD CUr `L4b6Ym' :.�w'td2 \t!i u:wint, DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping I'!I PW ❑ Staff Initials: ?5.�.,tid75LU:t l'iiia+:�lc+72ik ACTIVITY NUMBER: D03 -043 DATE: 02 -04 -03 PROJECT NAME: RIVERPOINT CORPORATE CENTER SITE ADDRESS: 18200 CASCADE AVENUE X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Is Issued DEPARTMENTS: 2 Building !vision 40 Public Wor aauY. Q T-20-03 Comments: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2-28-02 APPROVALS OR CORRECTIONS: PERMIT CDOR PLAN REVIEWf SLIP Approved with Conditions Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete [J Incomplete ❑ TUES/THURS ROUTING: Please Route e Structural Review Required [r No further Review Required REVIEWER'S INITIALS: PERMIT COORD DUE DATE: 02-06-03 DATE: DATE: Pla ning Division Permit Coordinator Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 03-06 -03 ❑ Not Approved (attach comments) ❑ Permit Center Use Only CORRECTION LETTER MAILED: ", Departments issued corrections: Bldg ❑ Fire ❑ Ping PW 1Y( Staff Initials: al) APR 01 '03 11 :47AM TUKW DCD /PW City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Date: _ 't7/17. 0 3 ❑ Response to Incomplete Letter # L 0 L-!1 kh e#7 ' J GI CJ� I L� (� Response to Correction Letter # rGw H • �� U% 5 /b '" e 07-0 ) 0 Revision # after Permit is Issued Project Name: _IQ ti Or'rl T V (e. -1 Project Address: 0() 0 le :300 GEC Sete( Ave S Contact Person: I ^ 2 �u; f). Phone Number. c F38 y 3 3/2 Summary of Revision: a 0Gl rr 4 /LAI e (s. 7 ' k- cwr e Sheet Number(s): L— /O L. 72, 6 oL "Cloud" or highlight all areds of revision including date of revision Received at the City of Tukwila Permit Center by: .c-ter Entered in Sierra on ' - lee f_ 1Pe 6 "'(.e P.2 /2 L� lG l /i/-L /C, � J /C €4 03130/00 RECEIVED CITY OF TUKWILA APR 0 1 2003 Kiwi Coo • Date: March 19 , 2003 0 Response to Incomplete Letter # Response to Correction Letter # 1 ❑ Revision # after Permit is Issued City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D03-043 Project Name: RIVERPOINT CORPORATE CENTER Project Address: 18200 & 18300 Cascade Avenue S Contact Person: David Holmes Phone Number: 425- 889 -3318 Summary of Revision: 1) Public Works response to earthwork quantities and notes to be added to the drawings. 2) Planning Department response to not removing street trees and interior trees from the property. 3) Relocation of proposed monument sign in response to trees to be retained. MAR 1 9 2003 PERMIT OENTER SheetNumber(s) :T1.1, C1.0, C3.0, C4.0, C5.1, L1.0, L2.0, A1.1, A1.2, A1.3 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 6"S Entered in Permits Plus on 3'19-0.3 RECENeu CITY OF TUKWILA 03/05/03 it :45asti::.i.. .Wawst3r.+a,i '-rSuii.r3 "r:r DEPARTMENT OF LABOR AND INDUSTRIES F6�5.OS2.00o (S'97) • • " • • REGISTERED AS PROVIDED BY LAW AS CONST . CONT GENERAL , - . ::.#. • .EXP DATE :; .'GL'COI *01809 09/30/2004, EFFECTIVE DATE 09/2.9/1999 G 'L' Y CONSTRUCTIO N INC.' PO .BOX 6728 • • • _ SELLEVUE WA 98008- 0728. ti7 Ffi2S -05 =-000 t3/97) 981 -d ZO /ZO'd 169 -1 089SCSP91P Detach And Disp Ccrtifici'c REGISTERED *.AS PROVIDED .BY Lbw AS. :GENERAL • CONST CONT �. : G :..• .� :. ,.._...._ .. • _. . -.. REGIST . # . EXP : "CC01' 'GLYCOI *01809 "' 09 / 3.0 / 2004, ' (EFFECTIVE DATE. .09/29/1999,•: G L ' Y CONSTRUCTION' ! - PO BOX 6728 "- ' ' • BELLEVUE - WA •;, 98008` 07.28,• Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold ONI NOIIOndiSNOO A19 -lNOdd INd2S: O 60- 61 -Nbf Jr T1 C T1.1 T1.2 C1.0 C2.0 C3.0 C3.1 C4.0 C4,1 C5.0 C5.1 C6.0 C7.0 1 -1.0 L -2.0 L -2.1 1 -3.0 L -3.1 COVER SHEET & GENERAL NOTES SHEET NO 0 f Q i REV. DKr BRINING NAVE CIVIL & LANDSCAPING SFEE* No. REV , REV. DATE ORAMING NMI[ 0 COVER SHEET & DRAWING INDEX GENERAL PROJECT INFORMATION ABBREVIATIONS, ARCHITECTURAL MATERIALS & GRAPHICS LEGEND ADMINISTRATIVE INFORMATION /CODE SUMMARY CML INFORMATION COVER SHEET CML PARCEL PLAN CIVIL TESC & DEMOLITION PLAN CML TESC & DEMOLITION PLAN CM!!. HORIZONTAL CONTROL PLAN CML HORIZONTAL CONTROL PLAN CIVIL STORM & GRADING PLAN CML STORM & GRADING PLAN CML MISCELLANEOUS DETAILS CML NOTES & DETAILS LANDSCAPE INFORMATION LANDSCAPE DEMOLITION PLAN LANDSCAPE PLAN LANDSCAPE DETAILS IRRIGATION PLAN IRRIGATION SCHEDULE It NOTES RiverPoint Corporate Center SHEET NO. Al A1.1 A1.2 A1.3 A1.4 A2 A2.1 A2.2 A2.3 A2.4 A2.5 A3 A3.1 A3.2 A4 A4.1 A4.2 A4.3 A4.4 A5 A5.1 A5.2 A5.3 A6 A6.1 A6.2 A7 A7.1 A8.1 A8.2 A9 A9.1 ARCHITECTURAL REV Al! REV. DATE (AMONG NAME SITE PLAN INFORMATION SITE PLAN: DEMOLITION WORK PROPOSED SITE PLAN ENLARGED SITE PLAN SITE DETAILS ,DEMO PLANS & FLOOR PLANS FIRST FLOOR DEMO PLAN SECOND FLOOR DEMO PLAN FIRST FLOOR PLAN SECOND FLOOR PLAN BLDG. TWO F1SR1 & SECOND FLOOR FINISH PLANS ANTERIOR OPENINGS & FINISHES DOOR & ROOM SCHEDULES WALL TYPES & DOOR DETAILS EXTERIOR ELEVATIONS AND SECTIONS EXISTING EXTERIOR ELEVATIONS BLDG. TWO NEW EXTERIOR ELEVATIONS BLDG. TWO NEW LOBBY BLDG. SECT. & INT. ELEV. WALL SECTIONS & LOBBY DETAILS _ENLARGED PLANS & INTERIOR ELEVATIONS BLDG. TWO INTERIOR ELEVATIONS BLDG. TWO INT. ELEV. & ENLARGED PLAN BLDG. TWO ENLARGED TOILET ROOM PLANS & ELEVATIONS REFLECTED CEILING PLANS BLDG. TWO FIRST FLOOR CEILING PLAN BLDG. TWO SECOND FLOOR CEILING PLAN ENLARGED STAIR PLANS ENLARGED STAR 13 PLANS, SECTION & ELEVATOR INT. ELEV. EXTERIOR DETAIL EXTERIOR DETAILS EXTERIOR DETAILS INTERIOR DETMLS NTERIOR DETAILS Tukwila, WA C)LLINS rn 3 PERMIT SUBMITTAL 1/28/03 REVISED 3/19/03 DRAWING INDEX STRUCTURAL SLEET No. REV I Q I 1 REV. DATE S S1.1 S2.1 S3.1 • CRATING NNW STRUCTURAL INFORMATION STRUCTURAL - GENERAL NOTES, LEGEND & ABBREVIATIONS STRUCTURAL - PARTIAL FOUNDATION & FRAMING PLANS STRUCTURAL - TYPICAL DETAILS „b S S1 S2 S3 S8 S9 S10 M 1M10C 2M10 M500 M501 f E10 (200') E 1 32 [ (2001 E4A 2001) E6 2001 E3 2002 E5 2002 E30 (2000 SP M210 1E262 1E261 There plow br a base reviewed by the Public Works Devastates for conformance with current City aandinds. Acceptance is subject to errors and minions which de not aatborbe violations of adopted for the adequacy ataatdardt indiums. Tie aespo-dbdl, denote Adak's'', deletions or rests with die �these drawiapo shot this dace wit veil this s mrpla■Q - and will require a resttbmittti aE wised citadels - for aaiesquest apprvv&L Fiord acceptance is enbiect to Bead iaspectiao by the Pubic works utilities impactor, _ r4I I By: 0 1 1 1 ORIGINAL S & C DWGS: FOR REFERENCE ONLY SHEET NO. I REV 0 REV. DATE ORATING NAME STRUCTURAL INFORMATION FOUNDATION PLAN 2ND FLOOR FRAMING PLAN ROOF FRAMING PLAN TILT PANEL ELEVATIONS TILT PANEL ELEVATIONS TILT PANEL ELEVATIONS MECHANICAL INFORMATON HVAC LAYOUT 1ST FLOOR HVAC LAYOUT 2ND FLOOR HVAC PLUMBING LAYOUT DTLS. HVAC DTLS. & SCHEDULES ELECTRICAL INFORMATION SITE PLAN IGHTING -SOUTH 1ST FLOOR LIGHTING 1ST FLOOR POWER 1ST FLOOR POWER (REVISION) 2ND FLOOR UGHTINC SCHEDULES 2ND FLOOR POWER 2NC FLOOR UGH INC (REVISION) 2ND FLOOR POWER (REVISION) SPRINKLER INFORMATION BLDG SECTION / SITE PLAN PIPING ISOMETRIC FLOOR PLAN / NOTES / DTLS. poo42: • • MECHANICAL SHETT No. REV Q f REV. DATE DRASTIC Wit ELECTRICAL SHEET NO. REV I I Q I i REV. CATE SEPARATE PERMIT R QUIRED FOR: ECHAN1CAL LECTRICAL PLUMBING #GAS PIPING CITY OF TUKWIL.JtA BUILDING DIVISION DRAWING RAE Cil Of APPROVt.1) J1 AFR -3 in COLLIt4IIS rn 3 z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004 5118 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN COM F EI E COPY I understand ttwt the Plan Check approvals are subject to errors Ind at sions and approval of plans does not authorize the violation of any adopted code or ordinance Reowpt apt con- tractor's copy of approved pans acknowledged w-*- D I -09 .03 P�sawt t Q -04 ' REVISIONS No CHANGES SHALL BE W >= TO ME SCOPE OF WOcIrC PH'Ola APPROVAL » off a s DIVISION. CORREC ION LTR/ MAP 19 ?Or Pe 7 fai w 1oBo43 o.. ..� wM.,... y. _ ... L ... i.+�1 wia • �! : I'�rirMic�.L�pti1�M yam, r 3 , :. :. ADD at NH ADJT NC AFF NG AG ACC ALT AMP AP AI APPROX MC ARCH ASC AWE AWL' B/B ea BTWN EfLIM BLDG BLDG BR BRK SRC B BSMT BW CAB Ott C/C OEM CER ct CG CHAN CHBD a. ac CJ CU( CIO CLR PAU CNTR CO COL CONC CONN CONSTR CON' COORD CORR CPT CRS CS T CT CTR CTSK CTV CY OBl DEMC DEPT DEE DE 0A CMG DIM a OMPc DPR OR CE. Il OWC FR FCC Fay ED FOON FE FEC RN ANGLE CENTER UNE CNNNNI OMMETT R OR ROUND NUMBER OR POUND PERPENOICIIM PLATE moo BOLT ACOUSTICAL OR ASPHALI CONCRETE AIR CONDITIONING ACOUSTICAL PINE I ACOUSiICAI. TEE AREA DRAIN AMERICANS WIT' DMIBILI ES ACT ACCESSIBLE JtSIGN FOR Al ADORE ADHESNE ADJACENT ADJUSTABLE ACCESS FLOOR ACOUSTICAL FABRIC COVERING ABOVE FINISH FLOOR ABOVE FINISH GRADE ABOVE FINISH SUB ANNEALED GLASS AGGREGATI ALUMINUM ALTERNATE AMBULATORY ACCESS PANE I ASPHALT PLANK F LOOKING APPROXIMATE ACID RESISTANT MATING ARCHITECTURAL ABOVE RAISED FLOOR ABOVE SUSPENDED CEILING ASPHAI ACOUSTICAL WC FABRIC ACOUSTICAL WAS PANEL BACK 40 -BACK BOARD BETWF E N BITUMINOUS BUILDING BLOCK(INC) BUILDING BEDROOM BRICK BEAM BEARING BOTTOM BOTH SIDES BASEMENT BUILT -UP ROOF BOTH WAYS CABINET CATCH BASIN CEMENTTT!OUS BACKER UNI' CENTER TO- CENTER CEMENT CERAMIC CUBIC FEET PER MINUTE CONDUCTIVE FLOOR TALL CORNER GUARD CHANGE CHALKBOARD CAST IRON CONTROL JOINT CENTER LINE CHAIN LINK FENCE CEILING CONSTRUCTION JOINT CAULKING CLOSET CLEAR CONCRETE MASONRY UNIT COUNTER CLEANOUT / CASED OPENING COLUMN CONCRETE CONNE COON CONSTRUCTION CONTINUOUS COORDINATE CORRIDOR CARPET COLD ROLLED STEEL COATING SYSTEM OR CUP SNK CASEMENT CERAMIC TILE CENTER COUNTER SINK CABLE TELEVISION COMPLETE WTH CUBIC YARD DOUBLE DEMOLITION/ DEVOEISH DEPARTMENT DETAIL DRINKING FOUNINN (W /C COOLER) DEIONIZED WATER DE METE R WORN. DIMENSION DISPENSER DEAD LOAD DAMPPROOFNG DOWN DAMPER DOOR OR DRAIN DRAWER DOWNSPOUT OfSHItMAS TER DRAWING EAST EACH EXPANSION BOLT EACH FACE / FINALIST FAN EXTERIOR FINISH SYSTEM EXPANSION JOINT EXTERIOR INSULATED FINISH SYSTEM ELEVATION ELECTRIC ELEVATOR ELECIRNC LACK ENTRY LMT EMERGENCY ENCLOSURE OR ENCLOSED ELECTRICAL PIwa ELECTRIC WATER COOLER EMIT EQUAL EQUIPME EMERGEN MOWER/ EYE WASH ESTIMATE EPOUST EXMOOR DIRK EMERGENCY EYE WIISHH EXPOSED EXTERIOR FIRE VIVI BM FIERBDNiD FUND B1 OTNEIRS FURNISIO Sr CDIANCTOR INSTALLED P GOIORACRP FACTORY FLOOR CM OR FIE DAMPER FOI/QATION FILE EXIIN(AASIER FILE EXTINGUISHER CAElAET FACE -TO -FACE FIBERGUISS FIE NM CIVET FINISH 0 ABBREVIATIONS FUT FLOOR FTC FLASHING F OR FLUORESCENT FM FACTORY MUTUAL FOC FACE OF CONCRETE FOF HALE OF FINISH FOC FURNISH Fti OWN! R INSTALL BY CONTRACTOR FOIO FURNISH BY OWNI INSTALL ffr OWNI N FOS FACE OF STUD FP FIRE PLACE FPW FREEIEPROM WALL IIYDRANI FPRI FIREPROOFING FR FIRE RESLSTNE FRP FIBERGLASS REINFORCED PLASTICS FS FULL SIZE FT FEET FTG FOOTING FTC FURNISHED BY TENANT INSTALL INSTALLED BY CONTRACTOR FTq FURNISHED BY TENANT INSTALLED BY OWNER FURMR FURRING / FURRED FLIT FUTURE FUTURE- FUTURE ROUGH IN ONLY RIO FrIC FABRIC WALE COVERING FX FIXED GA GALV GB GFRC CEN CONTR GND GSB GT GUT CAM GYP GYP He HBD HC HD HOR HDWD NM HDWE HO HBRII HT HTG HVAC ID ICI IN NCI INSUL INT INV JAN JST Jr NOT KIT KO KS LAB LA LA LB IFF LG LN LHR LEH LLV L Ms LS LT �r LUNG MACH MRS MATE MAX MET MC UDE MDO ME CH MEW ME? OR Mk MEZZ MIR MH MIN MIR MISC Mc MR WIRGWA YTD MULL N N/C NIS NC / N NOM NR NR PCO PCP PEW Aft PEW R PUMA MPS GAGE GALVANIZED GRAB BAR GYPSUM BOARD (CEILING APPLICATION) GLASS FIBER REINFORCED CEMENT GLASS OR GLAZING GLU -LAM BEAM GENERAL CONTRACTOR GROUND GRADE GYPSUM SHEATHING BOARD GROUT GUTTER GRAVEL GYPSUM WALLBOARD (WALL APPLICATION) GYPSUM GYPSUM VENEER PIASTER HOSE BIB8 HARDBOARD HOLLOW CORE OR HANDICAP HAND DRYER HEADER HARDWOOD HARDWARE HOLLOW METAL HOLD OPEN HOBHONTAI HEIGHT HEATING HEATING/VENTILATION/ NR CONDITIONING INSIDE DIAMETER/ DIMENSION INSULATING GLASS UNIT INSULATED HOLLOW METAL INCH INCLUDE INSULATION INTERIOR INVERT JANITOR JOIST ANT KNOCK -DOWN FRAME KITCHEN KNOCK OUT KNEE SPACE LABORATORY LAMINATED ANNE=ALED GLASS LAMINATE / LAMINATED / LAMINATION LAVATORY LAG BOLT UNEA FOOT LENGTH / LONG LEFT HAND LEFT HAND REVERSE LOCKER LNE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL UDUID MARKING SURFACE LAMINAT: D SECURITY GLASS UGrT UGHT WEIGHT CONCRETE LAMINATED WIRED CLASS MACHINE MASONRY MATE ROL MAXIMUM MACHINE dO MEDICINE CABINET MEDIUM DENSITY FIBERBOARD MEDIUM DENSITY OVERLY MECHANICAL. MEMBRANE ME A. MEZZANINE MANUFACTURER MANHOLE MINIMUM MIRROR MISCLUN* GUS MOLDING MASONRY OPENING MOISTURE RESISTANT MOISTURE RESISTANT GYPSUM WALT BOORRD MOUNTED MUE LAWN NORTH NOWCOMNUSTIME NON - FROST A&EPF5 E NOT IN CONTRACT NUMBER NOMMAI NOT PERMUTED NONRATED OR NO REQUIREMENT NOISE REDUCTION COEH1'HOt1Ni NOT 10 SCOLE OBSCURE ON CENTER OUTSIDE oltviTtWeeetsoot WOK FACE OFFICE OPPOSITE MVO OPENING MSRTE 011.-HE'S SfAER ORE -WAY MIRROR QASS OPWA WEB STLE1 JOISTS PIRTICLEIDIRD PIPER OP DISPENSER PORTLAND CEMENT MASTER PERPENDICULAR PREFAGICATED PRERNMSHED NII IMMO PIEFINSHED PATE OR PROPERTY UNE PLASTIC IAWIIATE PIASTER ID 0T QUARRY TIME RA RIND RB RAGS RD R0 /0 REAR REF REAR RENF REVD REV TIGER RH RHR RESIL RM RO RS RUB PIS RW RAIL SC SCD SCHED SO S� F SHS SHT SHTG SHIN /R SIN SK SLR S /MH SNR SNV sic SR STOR STRUCT SUSP SV SWBD SVC SYM TB TEL TER Tap T&C T TIC Uc U/c UNF UL LION UR IN W/ W/0 we MO wo WDP WC WM WF" MR WMR POLISH PWR PRECAST POINT SYSTEM POUNDS PER ;.QUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED PW'ER TOWEL DISPENSER PAPER TOWEL DSPENSER AND RECEPTACLE PARTITION PAPER TOME. RECEPTACE POLYVMM CRLOAIDE PAVEMENT RISER / RADIUS RETURN MR RADIUS RESILIENT BASE ROD A SHELF ROOF DRAIN / ROUND ROOF DRAIN OVERFLOW REINFORCING BAR RECESSED REFERENCE . REFRIGERATOR REINFORCED REQUIRED REVISION REGISTER RIGHT HAND / ROBE HOOK RIGHT HAND REVERSE RESILIENT ROOM ROUGH OPENING ROUGH SAWN RESILIENT TILE RUBBER REVERSE RAINWATER RAINWATER LEADER SOUTH SOLID CORE SEAT COVER DISPENSER SCHEDULE SOAP DISPENSER OR STORM DRAIN SECTION SQUARE FEET SHOWER SEAT SHEET SHEATHING SHOWER CURTAIN ROD SIMILAR SINK SEALER SHEI= /MOP HOLDER SANITARY NAPKIN RECEPTACLE SANITARY NAPKIN VENDOR SEALANT STANDPIPE SPECIFICATION SPANDREL GLASS SING PLY MEMBRANE SQUARE SEMI RECESSED SCUD SURFACING STAINLESS STEEL SERVICE SINK STONE /STONE TILE STATION SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SHEET VINYL SNTCHBOARD SPECIAL WAL_ COVERING SYMMETRICAL TREAD / TINTED TOWEL BAR TELEPHONE TERRAllO TOP & BOTTOM TONGUE & GROOVE TEMPERED GLASS THICK TEMPERED INSULATING GLASS UNIT UCKBOARD TOP Of TOP OF CONCRETE / CURB TOP OF PAVEMENT TOP OF RIM TOP OF STILL TOP DE SLAB TOP OF WALL TOWS: PIN TOit.0 PAPER HOLDER TOILET PARTITION TRANSPARENT TUBULAR STEEL TELEVISION TEXTILE WALL COVERING TYPICAL UNOERCUT UNDERCOUNTER UNDERWRITERS LABORATORY Ulf INISNEJ UNLESS OTHERWISE NOTED URINAL VINYL 03IIPOSTTTQN TILL VERTICAL GRAIN VENEER PLASTER MINOR RETARDER VENTILATOR WSTIBIXE VIER MIL WALL ORERGIC WEST WITH Eli ROUT WOO) EASE WATER CLOSET WOOD MOOD WALL PANELING HIDE FUME MIRED MASS WATER HATER WIRE MESH WATERPROOF / WATERPROOFING WORKING POINT WASTE RECEPTACLE OR WATER MINT WAINSCOT WEIGHT WELDED WIRE FABRIC AVOISFORMER WI RD OWNER: ARCHITECT: STRUCTURAL: MECHANICAL: ELECTRICAL: CAL: ARE ALARM SYSTEM: CONTRACTOR: GENERAL NOTES 1. All WORK SHILL WORM TO ALL APPLICIRLE MKS AND REGUATIONS 2. 10 NOT SCALE COMINGS; DIMENSIONS O IIERN. J. VERIFY EXISTING CONDITIONS, DIMENSIONS, OETMLS, ETC. BEFORE FABRICATION. NOTIFY ARCHITECT OFD WINCES PRIOR TO COMMENCING THE WORK. 4. WHEN OONSTRIKTION DETAILS ARE NOT SHOWN OR NOTED FOR PARTS OF 1HE WORK, UETMLS 964.1. BE THE SAME AS FOR OTHER SIMILAR WORK. 4 QuESTIO S CANNOT BE RESCUE) IN THIS MANNER, CONTACT THE ARCHITECT PRIOR TO PROCEEDING. E C IENSION'U TO NEW WORK ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED E OIENSIONS TO EXISTING ARE TO FACE OF EXISTING SUBSTRATE OR GRID LINE UNLESS OTHERWISE NOTED. 7. HEIGHTS ARE DIMENSIONED FORM IV OF SLAB, UNLESS OTHERWISE NOTED. VP SLAB CONDITIONS. 1. EXISTING GRID NINES ARE ON CENTERLNE OF COLUMNS UNLESS OTHERWISE NOTED. 9. DO NOT EXIT OR DWI THROUGH EXISTING STRUCTURAL JOISTS, EMS OR COLUMNS 10. SUBMIT WRIT`EN REQUEST IN ADVANCE OF CUTTING OR ALTERATION WHICH AFFECT: A. STRUCTURAL INTEGRITY OF ANY ELEMENT OF PROJECT. B. NTEGRITY OF WEATHER - EXPOSED OR MOISTURE -RESISTANT ELEMENTS. C. EFFICIENCY, MAINTENANCE, OR SAFFTY OF ANY OPERATIONAL. ELEMENT D. VISUAL QUALITIES OF SIGHT - EXPOSED ELEMENTS L WORK OF OWNER OR SEPARATE CONTRACTOR. 11. COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL AID ELECTRICAL. WORK WHICH ARE INDICATED DIAGRAMMATICALLY ON DRAWINGS. FOLLOW ROUTING SHOWN FOR PIPES, DUCTS, AND CONDUIT, AS CLOSE.' AS PRACTICAL; PLACE RUNS PARALLEL WITH LINE OF BUILDING. UTILIZE SPACES EFFICIENTLY TO MAXIMIZE ACCESSNBIUTY FOR OTHER INSTALLATIONS, FOR MAINTENANCE, AND FOR REPAIRS. 12. IN FINISHED AREAS EXCEPT AS OTHERWISE INDICATED, CONCEAL PIPES, DUCTS, AND WIRING WITHIN CONSTRUCTION. COORDINATE LOCATION OF FIXTURES AND OUTLETS WITH FINISHED ELEMENTS. 13. OACRAMMAT1C LOCATIONS A NOTE FURRING REQUIREMENTS MD LIMITATIONS SHOWN ON DRAWIN'G'S. MME ALLOWANCE FOR THE POSSIBILITY THAT INDICATIONS AND LOCATIONS SHOWN ON MECHANICAL AND ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. B. WHERE TRADE CONTRACTOR DETERMINES fIAT FURRING ALLOWANCES ABOVE CANNOT BE OBTAINED, INFORM THE PROJECT MANAGER BEFORE AMY INSTALLATION WORK IS CARRIED OUT. 14. TRADE CONTRACTORS MUST ASSURE THEMSELVES THAT THEY HAVE THE LATEST DRAWINGS BY CHECKING THE SET OF DRAWINGS ISSUED FOR CONSTRUCTION IN THE CONTRACTOR'S OFFICE. 15. TRADE CONTRACTORS ARE RESPONSIBLE FOR THE LAYOUT Of THEIR OWN WORK, AND TO SEE THAT IT'S WORK COMES TOGETHER WITH THAT OF OTHERS. REPORT DISCREPANCIES ON DRAWINGS TO PROJECT MANAGER FOR DECISIONS. VICINITY PLAN PROJECT DIRECTORY UMAR REALTY GROUP 1730 SO. EL CAMINO REAL_, STE. 400 SAN MATEO, CA 94402 COL LINSWOERMAN 777 108TH NE #400 BELLEVUE WA 98004 -5118 DCI 2821 NORTHUP WAY, SUITE 200 BELLEVUE WA 98004 -1496 T.B.D. T.B.D. X I 2821 NORTHUP WAY, SURE 200 BELLEVUE WA 98004-1496 LANDSCAPE ARCHITECT: BRUMBAUGH & RTES 600 NORTH 851H STREET, SURE 102 SEATTLE, WA 98103 -3826 ACE FIRE & SECURITY SYSTEMS P.O. BOX 3363 LACEY, WA 98509 GLY CONSTRUCTION 100 116TH PLACE SE BELLEVUE, WA 98004 • Contact: Phone: Fax: Contact: Phone: Fax: Contact: Phone: Fax: Contact: Phone: Fox: Contact: Phone: Fox: Contact: Phone: Fox: Contact: Phone: Fox: Contact: Phone: Fox: Contact: Phone: Fox: 4 SEE XX/XX.X EL 100.00 TOP CONC 149 PROJECT LOCATION TOM BENNETT (650) 525 -9632 (650) 525 -9811 QAV1D HOLIES / JAMES WALKER (425) 822 -3350 (425) 828 -9116 MATT STABBERT / BETH ,ENSEN (425) 82?-2238 (425) 827 -8986 KATHY EMERY / ROGER HEERINGA (425) 827 -2238 (425) 827 -8986 STEPHEN KLEM (206) 297 -7879 (206) 782-3675 DAVE MACK (360) 481 -4941 1000 KARR (425) 451 -8877 (425) 453 -5680 W4 REFERENCE INDICATIONS ALPHA = NWT-TO-LEFT NUMBERS = TOP DOWN '45 WHEN USED COLUMN LINE /GIRD UNE (OMIT LETTERS I MID 0) DOOR OPENING /PLJJTE MARK DOOR /RELATE NUMBER TO CORRESPOND TO ROOM ENTERING LOON WINDOW OR LOUVER TYPE INDICATOR W = WINDOW L = LOUVER 3 =TYPE KEY NOTE FURRING TYPE INDICATOR SEE FURRING TYPE SCHEDULE PORTION TYPE INDICATOR SEE PARTITION WALL TYPE SCHEDULE A - - -REVISION INDICATOR CLOUD AROUND REVISION MATCH UNE SHADED PORTION IS THE SIDE CONSIDERED WORK POINT, CONTROL POINT OR DATUM POINT _ EQUIPMENT NUMBER OR INTERIOR FINISH BUILDING SECTION (IDENTIFY ON PLAN) ---- -- SECTION CERTIFICATION - SHEET WHERE SECTION IS DRAWN WALL SECTION (IDENTIFY ON PLANS & ELEVATIONS. NOT BOTH) - ----- SECTION IDENTIFICATION - -SHEET WHERE SECTION IS DRAMA DETAIL -DETAIL IDENTIFICATION - SHEET WHERE DEEM. IS DRAWN LEADER, STRAIGHT, 1/g' ALJ.ED ARROW 11 Tstd Site Area alb • 4 3. Projected site use requires A. Action required: Nothing Conditional use permit 4. Use Zone Adjacent Lots N 9'-d ti- lal DEM 102 .4 117 ' 1P Area & Percent Covered by Building Areo & Percent Covered by Hord Surface Areo & Percent Covered by Landscaping INTERIOR ELEIMTION(S) t►. ELEVATION IDENTIFICATION (UNFOLDS CLOCKWISE) 7. Easements, Vocations, restrictive comenonts os opplicoble N/A 10. Transit and Ride Shore Provisions Not Required X Required: One rile shore parking space per IREM, SII NGHT WAX, ROUND (USER DEFMIEI, SIZE) 1 N-----SHEET WHERE ELEVATION IS DRAWN COMMERCIAL / OFFICE ROOM INDICTOR ROOM NAME ROOM NO. FLASH GRA& 68.5 - -EXISTING GRADE PROPERTY LINE �..� NEW OR FINISHED CONTOURS DOSING CONTOURS TOP OF RAU. TOP OF CURB TOP OF PAVEMENT PROJECT NORTH (USER DEFINED) DENOTES CHANGE IN ELEVATION DIMENSION LIE: CONTINUOUS 1/16' TICK 1/16' EXTENSIONS BOTH WAYS ZONING INFORMATION Jurisdiction CITY OF TUKWILA 2. Present site use zone COMMERICAL] LIGHT INDUSTRIAL (C /LI) Permitted Use OFFICE Conditional us N/A E S 5. Special Regulations Applicable A Shoreline Management Act Yes - No X Setback required: B. Flood Plain or Waterway Yes - No X C. Airport open use /glide path Yes - No X 0. Storm Water Retention /Run -Off Yes - No X E. Fire Lane Requirements �O -0 WIDTH 6. Setbacks Required 25' -0" Front Yard 5'-0' Side Yord 5' -0" R ear Yard Actual 30'- ' Front Yard 90'-0 Side Yard 90' -0" R ear Yord A. 60 feet setback 4 sides, unlimited building area based on UBC 505.2 YES, COMPLIES A. Parking and Loading Stalls Required: 8 Disabled 290 Parking BLDG. _ ooddng 53,626 SF X 2 X 90% = 96,527 SF 96,527 SF X 3 STALLS / 1000 SF = 290 STALLS Parking and Loading Stalls Provided: 8 Disabled 414 Parking 1/__ BLDG. Loading 9. Bicycle Parking Requirements: Not Required X Required: One bicycle pork'ng space per - motor vehicles. zoning Variance - Rezone - Nothing - % Standard 11 % Compact _ standard stalls 45 compact stalls required porting stalls. 6.58 ACRES (291,742 SF) Existing 53,802 SF 18.4 % 151,987 52.1% 85,953 SF 29.5 % 12. Night permitted by zoning 4 stories 45 feet. ACTUAL HEIGHT: 28'-6 (2 STORIES) 13. landscape considerations: WILL COMPLY WITH TUKWILA TREE CANOPY COVERAGE REQUIREMENTS. A. Screening required: Mechanical Equipment Parking - Refuge - Loodng • Others - 14. Street Encroachments: Singe BY SEPARATE PERMITMorquee - Balconies - Other Proposed 54,308 sF 18.6 % 150,815 SF 51.4 % 86,619 SF 30.0 % A. GENERAL: CODE INFORMATION 1. CODE EDITION: IIIC 1997, JURISDICTION_ OF TVKWI _ 2 • . CONSTRUCTION NEW _ - ADDITION ALTERATIONS . . RRESTORATION - 3. BASIC WIND SPEFB: ,@Q MPH, EXPOSURES ' - 4. SEISMIC ZONE 3 5. SNOW LEAD: 2 JSF 6. N LOAD: a F LOOR /OFFICE: I I PSF b. CORRIDORS STAIRS: I I ;1 A I Of c. ROOF: 4• 1 4• 8. BUILDING CLASSIFICATION(S) & SQUARE FOOTAGE: 1. 13 OCCUPANCY 53,626 SF (BUILDING 2) MIXED OCCUPANCY SEPARAT'ONS (302 Ic 'ABLE 3 -B) -N /A - HOUR FROM - OCCUPANCY TO - OCCUPANCY. C. TYPE OF CONSTRUCTION (CHAPTER 6): 1. TYPE OF CONSTRUCTION V -N _ 2. AUTOMATIC SPRINKLER SYSTEM PROVIDED: YES - NO D. LOCATION ON PROPERTY (503): FOR BUILDING NO. 2 DISTANCE TO OPENINCS PROPERTY LINE PERMITTED NORTH: 112 FEET X _ YES - NO - YFSX( NO 1 A SOU - FEET - YES - NO - YES - NO - EAST: FEET YES - NO - YES NO A WEST: TH: _FEET YES - N0 - YES NO E. AlI. UNABLE FLOOR AREA. UNLIMITED (PER 60' SETBACK) NOTE: IF SITE IS DMDED INTO TWO PARCELS, CODE ALLOWABLE AREAS WILL BE CONFORMING BY VIRTUE OF AREA INCREASED FOR THREL Slut YARDS. F. BUILDING HEIGHT AND NUMBER OF STORIES (TABLE 5 -B, 506 & ZONING): 1. MAXIMUM BUIL-DINF - LIGHT ALLOWED: 40' -0 FEET 2 STORIES 2. ACTUAL BU'LDING HEIGHT: EXISL1E-57 FEET 2 STORIES G. OCCUPANT TOAD (FOR EXITING PURPOSES): 1. BUILDING FLOOR LEVEL DROSS SF 1 27,208 2 26,418 TOTAL 53,626 NUMBER OF STAIRS J EXITS PROVIDED: STAIRWAY = ,3 INCHES PER PE RSON = MIN. WIDTH PROVIDED: 48" AT STAIRS OTHER EGRESS COMPONENT: O 2INCHES PER PERSON = 28" MIN. WIDTH PROVIDED: 36" AT DOORS H. TABLE LA TYPE OF CONSTRUCTION (TABLES 5A & 6A INITIAL FIRE - RESISTIVE REQUIREMENTS): BUILDING ELEMENT 1. BEARING WALLS - EXTERIOR: 2. BEARING WALES - INTERIOR: 3. NON- BEARING WALLS - EXTERIOR: 4. STRUCTURAL FRAME: 5. PARTITIONS - PERMANENT: 6. SHAFT ENCLOSURES: 7. FLOORS AND FLOOR / CEILINGS: B. ROOF AND ROOF / CEILINGS: 9. EXTERIOR DOORS AND WINDOWS: 10. STAIRWAY CONSTRUCTION (1005.3.3.2): 11. PEN : !OUSE (1511): 12. MINIMU) ROOF CLASS (TABLE 15 -A), CLASS B: L PLUMBING FIXTURES REWIRED (TABLE 29 -A): 1. BUILDING TWO: CC U PLUMBING SYSTEMS RAC SYSTEMS FIRE SPRINKLER SYSTEMS ELECTRICAL DISTRIBUTION SYSTEMS TENANT IMPROVMENTS BUILDING NT a. Roof over attic: b. AM other roofs: c. Opoque wolfs: d. Opoque doors: S. Floor over unconditioned space: f. SLIM an grade MAXIMUM GLAZING AREA AS PERCENTAGE OF GLAZED BMW S. Vertical glazin¢ b. Overtnead Oozing: r R -21 R -11 U.60 N/A R -10 OPENINGS PROTECTED Lag FACTO 100 SF /OCCJPANT 100 SF /OCCUPANT FLOE LEVEL AREA (SF) OCCUPANTS 01C 1�R � 1 27208 136 2 26418 132 TOTAL 53626 268 2. DRINKING FOUNTAINS (2903.4 AND WAC 51 -40, 1105.4.1) REQUIRED 2 ADA ACCESSIBLE PROVIDED 2 ADA ACCESSIBLE J. DEFERRED SUBMITTALS: REQUIREMENT ACTUAL NR NR NR NR NR NR NR NR 1 NR HOUR NR HOUR NR NR NR NR 1 N A N /A C S C CLASS C REQUIRED /SEX /FLR PROVIDED /SEX /FIR WC IR !A 4 1 2 4 3 4 4 1 2 4 3 4 8 2 4 8 6 8 K. ENERGY CODE COMPLIANCE ( COMPONEN' PERFORMANCE METHOD): ONLY THE BUILDING AREA AND COMPONENTS AFECTED BY THE PROPOSED MODIFICATIONS NEED TO COMPLY TO CURRENT CODES. 1. CLIMATE ZONE: 1j( 2. ELECTRIC HEAT: ALLOWED NOT ALLOWED - 3. SEMI - HEAT SPACE PROVIDED: YES - NO 1 4. THERMAL ENVELOP REQUIREMENTS (RAC 51 -11): u PER PRESCRIPTIVE OPTION BEM N/A R -21 R- 11 Us-060 �� R -10 WALL = 29 . PERCENT REQUIRED .v VALut N I 10.60 A PRCPADED Ufkg Uve .60 5. LOTTING REQUIREMENTS (TABLE 15 -1, WASHINGTON STATE ENERGY CODE): 0 . UM II0%9 power 0110"0^ce: M OFFICE 1.00 b. !imposed lighting nonage: 14,536 WATTS •- . 4. ...✓c. JH.. . • M FIRE RESISTANCE OF EXTERIOR WV_ CU -AAQ 272 264 536 *X. AIDED 15,466 WATTS o r( Of T iiiA APPROA D APR - 3 7;:.3 A !•t; t L J j '. n . 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004 5118 T • 425 889 3333 F - 425 828 9116 COLLINSWOERMAN.COM RiverPoint Corporate Center 18200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 ISSUED FOR • MARK DATE DESCRIPTION 3/19/03 SITE REVISION Q 1 /28/03 PERMIT SUBMITTAL 46. 9/30/02 ADDENDUM 1 PROJECT NUMBER 02029.00 ISSUE DATE 4/22/02 DRAWN BY ,•AED/TEJ 340 n *Tv ru i MAK 1 9 -; (I . o • SHEET TITLE) „N BER • BUILDING NO. 2 ABREVIATIONS, NOTES & GRAPHIC SYMBOLS T1. � ."241 3riaig 4 . '4 'p r II e- l e II I, it II II — AREA OF EVACUATION ASSISTANCE tea-+- S1 i i .P. SECOND FLOOR EXITING PLAN SCALE: 1/16" = 1' -0" AREA OF EVACUTION ASSCTANCE --� FIRST FLOOR EXITING PLAN SCALE: 1/16" = 1' -0' n KEY - - = 1 HR WALLS = 2HRWALLS CITY OF T'IdAliA APPRI.M.0 AR 3 2;::3 A.; k, . Lu C%01LLINS rn 3 D Z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004 -5118 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN.COM RiverPoint Corporate Center 18200 & 1 8300 CASCADE AVE. SO. TUKWILA, WA 98188 • ISSUED FOR - •MARK DATE DESCRIPTION PROJECT NUMBER 02029.00 ISSUE DATE 4/22/02 DRAWN BY AED/TEJ 3/19/03 SITE REVISION 1 /28/03 PERMIT SUBMITTAL 9/30/02 ADDENDUM 1 RECEIVED MAR 1 9 2003 FORM ORM SHEET TITLE /NUMBER • BUILDING NO. 2 1ST& 2ND FLOOR EXITING PLANS T1.2 ABBREVIATIONS ACP AWL AD ADJ ANSI APPROX ARCH ASSY BC BLDG BM BNDRY BVC C&G Ce CC CD CF CL CAP CONC CONST CPEP CY DCVA DDCV DEPT DET DI DIA (•) DS DWG E EC EL EOP LEGEND Asphaltic Concrete Pavement Additional Area Drain Adjocent American Notional Stondords Institute Approximote(Iy) Architectural) Back of Curb Building Benchmark Boundary Beginning of Vertical Curve Curb and Gutter Catch Basin Concrete Curb Concrete Drive Cubic Feet (Foot) Class Center Line Corrugated Metal Pipe Concrete Construction Corrugated Polyethylene Pipe Cubic Yord Double Check Valve Assembly Double Detector Check Valve Deportment Detail Ductile Iron Diameter Down Spout Drawing East(ing) Dectricol Conduit Devotion Edge of Pavement STORM PIPE CATCH BASIN STORM MANHOLE SANITARY SEINER PPE SANITARY W MANHOLE WATER IIINNS FRE HYDRANT Al ND FDC WATER IETFRS WATER VALVES FITTING'S NTH THRUST BLOCKS SURFACE WTR AND PPE DIRECTION FLOW EXISTING CONTOUR LABELS PROPOSED CONTOUR LABELS GROUND SPOT ELEVATIONS (1EWTHS) FINI9ED SURFACE ELEVATIONS (FIUNDREDIHS) COORDINATES, a tEN ERS 11,1 112 . I • I I WT WWF YD EQUIV EVC EXIST FD FOC FDN FFE FH FL FLR FC FS FT or FIG GB GRD GV H8 HDPE HT HYD ID IE IN or INV IRR LB LCPE LF MAX MFR 1AH 1AJ MIN MISC Weight Welded Wire Fabric Yard Drain Equivalent End of Vertical Curve Ong Floor Drain Fire Deportment Connection Foundation Mesh Floor Elevation Fire Hydrant Flange(d) Floor Face of Curb Finished Surfoce Foot (feet) Footing Grade Break Grade Gate Valve Hose Bibb High Density Pakiatkiene Height Hydrant Inside Diameter Wert Devotion Inch(es) Invert Irrigation Water Pound(s) Lined Corrugated Polyethylene Linear Feet Maximum Manufocturer Manhole Mechanical Joint 1A'mimum ltiscelbneous RIVERPG iT TI K\'Vi LA, WASHINGTO N NO or I OC 0/W PCC PC PN PP PLort PSF PSI PT PVC QRY R RCP RD REF RET ROW SHT SPEC STA SO SS SD STD TOE T TC TX TG TEMP TOP TYP VC VERT M WM TOP AND TOE OF SLOPES SLOPE INDICATORS RP RAP FILER FABRIC FENCING RAIN WATER LEADERS (RIME) CIEANOUTS (C.O.) S5, AND RWL INTERCEPTOR AND BIO`SWALES MEW CONCRETE INTERCEPTOR AND BIO— SWALES EXTRUDED CONC. CURB STUBBED & PLUGGED LANE ASPHALT CONCRETE PAVEMENT CURB t GUTTER !PORING WALL ROIKERRY WALL OONCRETt RETA KING WALL Nortl+( Number On Center Oil Water Point of Compound Curvature Point of Curvature Post Ind�cator Valve Power Pole Property Line Pounds Per Square Foot Pounds Per Square Inch Point of Tangency Polyvinyl Chloride Point of Vertical Inflection Quantity Rodus Reinforced Concrete Pipe Rood Reference Retaining Right of Way Sheet Specification(s) Station Square Sonitory Sewer Storm Drain Standard Toe of Wail, or Slope Telephone Mire Telephone Conduit Top of Curb Top of Grate Temporary Top of Wall, or Slope Typical ' Vertical Curve Vertical Water Meter SITE ADDRESS 18200 & 18300 CASCADE AVE. SOUTH TUKWILA, WASHINGTON 98188 SITE CUT AND FILL CUT 20 CU YD FILL 46 CU YD 03/18/03 CONTRACTOR NOTE ALL EXISTING 1111U11ES SHOWN ON PLANS ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS AND SURVEY FURNISHED BY OTHERS. WE ASSUME NO UABIUTY FOR THE ACCURACY OF THOSE RECORDS AND SURVEY, FOR THE FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION CONTACT THE UTIUTY OWMER /AGENCY. VICINITY MAP ARCHITECT COLLINS WOERMAN 777 108TH AVENUE NORTHEAST SUITE 400 BELLEWE, WASHINGTON 98004 (425)889 -3333 FAX (425) 828 -9116 - CONTACT: SHEET INDEX NOT TO SCALE CIVIL ENGINEER D'AMATO CONVERSANO INC. 2821 NORTHUP WAY, SUITE 200 BELLEWE, WA 98004 (425) 827 -2238 FAX (425) 827 -8986 CONTACT: TITLE SHEET & VICINITY MAP C -1.0 PARCEL PLAN... C -2.0 T.E.S.C. & DEMOLITION . C-3.0 T.E.S.C. & DEMOLITION . C -3.1 HORIZONTAL CONTROL C -4.0 HORIZONTAL CONTROL C -4 STORM & GRADING C -5.0 STORM & GRADING C -5.1 MISCELLANEOUS DETAILS C--6.0 reviewed by the Public coniurmance with current 'I' hcsc plans have been Works Department for City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will requires rtsubmittal of revised drawings for subsequent approvaL CITY 20030318.1454 02 -22 -008 Riverpoint`0222008det. dwg ds ropoono • SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST. W.M. ki -. 5 d a ri < I J ig W � \./ J 1.4 z v a r • E :, r U 3 < .t r:: 5 t.� 0 F— >— z < z 0E1) 0 � Y O x Q J I � Y CITY OF TUMIRLA MAR 1 9 2DO3 Pew caNTER a SHEET TITLE: COVER SHEET • C 0 • • 4 1 1 •- y- uNOSCME IMAM r i _ 1 !rw• car rwr : 111,11111114R , \ - • 11 1 re r m. 1a\' tX •Ptwc, -0 • -- -L *• r.otiYyyF ,. +. WEST VALLEY HIGHWAY r 1 CASCADE AVENUE SOUTH cry At *w BLDG. 1 FF =23 K ttRM, UMW- _ _- Abt MET NA 1. \ fink T Alt Mona 22 •! e - -1 - — - •,rs "t v. . '. r• • new TN { W MINN / INUIr { i - 47 -j • - 4 - 7 ux; OC. nnrS , 1111UTY CASEMENT r i ' vet art- - 111461111 •J 11 GRAPHIC SCALE 0 !o .o 1■6501■1 (IN rizr ) each is 40 tt 1 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 t w e ✓ice — ..' BLDG. 2 (L)EN sCAL TO CHUG ) FFs23 u... n. .•••r..•.r. +w.M..w .r�w.rw.n�..... „--- 7 t- __ ___ _. / — __.7._ ;.-- __.- - -...- .' -�..+ __.. ......_. __..___ i OM f /fib ft OIL INNS ti , r , firr � ''%1 r#4 v Ot • a -4 -+ 1- -+ , , f ■ 1 ! N01 ` TOPO•TAKEN OFT OF RECORD r ` DRAWING WITH UNITED FIELD - ! ^ ` VERIFICATION + CONTRACTOR SHALL VERIFY GRS I 1 z I I t.►.; 1 , mo t.. , 1 1 1 1 I I 1 -- 1 1 4 ', • 1 1 \: - /// 1 / • , / tw 1 swasA 1 ' 1 1 ' 1 1 1 1 Mint E ! g L _ I 03/18/03 011 ' `� : t / / / ■ { 3P ad 4 1-4-”; itZ 0 C� � z .J M Li); 3 t an 11 - 0 1- ti RECEIVED CITY (K TUK(W;t A MAR 1 9 ?003 Maw CENTFA SHEET 11111: CIVIL PARCEL PLAN SHEET NO C-2.0 20030318.1500 02 -22 -008 Rives point \02220041n.dwg • • SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. D E F H B A C 20030318.1500 02 -22 -008 Rive point \0222008pin.dwg D O NOTE EROSION CONTROL/STORM DRAINAGE ACTIVITY SHALE - ALSO INCLUDE REMOVING DEBRIS FROM ALL O TCH _ BASINS. REGROWING THE CATCH BASINS IF NEEDED, VACUUMING THE SYSTEM AND CLEANING THE OIL/WATER SEPARATOR. S 00 1 1 1 cb i N 03/18/03 / / / / / LANDSCAPE SETBACK TYP. 51'23'50 "W � '- , \� EXIST CB rtP ll E�VL & WATER N SLPARA TOR SAWCUT & REMOVE PAVEMENT 345.04' 1 I J EEMOVE PLANTER AREA ►-F -SAND SIDEWALK T . 10' UTIUTY EASEMENT - - E 'AG iFt 4 4619.I3RME.R PAC 1 SAWCUT & REMOVE - --J __. _ _______ _ PAVEMENT / 1 1 I t CATCH BASIN INSERT \ ----,- . _ {TrP) REMOVE LANDSCAPE ISLAND AND CURB t y J WEST VALLEY HIGHWAY FF:23 CASCADE )IV(. WA, K BLDG. 1 REMOVE PLANTER AREA AND SIDEWALK /elf / //L1 SAWCUT & REMOVE PAVEMENT SAWCU / T & REMOVE PAVEMENT i N n 'ow y.► s arc — Z. . 4- • �:: .r (/ /4 REMOVE TRASH ENCLOSURE AVENUE EXISTING FIRE HYDRANT TO REMAIN ,_.. _., SOUTH N ___ EXIST CB ' M .._ L RIM- 2x` • •58 � 1 1a. =•57 � . SAWCUT & REMOVE PAVEMENT SAWCUT & REMOVE PAVEMENT REMOVE SIGN 1 GRAPHIC SCALE ao so (IN FUT) that • 20 it CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 r SAWCUT & REMOVE PAVEMENT REMOVE CURB AND LANDSCAPE AREA +� 1 / / 7 i � rr ,.-REMOVE STIIPING 1 \' cT w z C) I' M i ■,........ j TEMP STRAW BALE BARRI "" w 128'50' E c5' 4— /w ss n R. IE Z z < Z o 0 D 6-11. 0 2 u ±- LLJ ! I •• ce REcavra my or TIN.. MAR 1 9 PST CENrE, SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. EROSION CONTROL /STORM DRAINAGE ACTIVITY SHALL ALSO INCLUDE REMOVING DEBRIS FROM ALL CATCH BASINS, REGROWING THE CATCH BASINS IF NEEDED, VACUUMING THE SYSTEM AND CLEANING - or - - -_ al/WATER SEPARATOR. �.,. W 128'50" E TEMP STRAW BALE BARRIE REMOVE STRIPING 03/18/03 /SAWCUT & REMOVE PAVEMENT REMOVE PLANTER AREA AND SIDEWALK EXIST LANDSCAPE BERM EXIST C8 TYPE II OIL & WATER SEPARATOR BLDG. 2 - l1 72/11a _ - REMOVE STRIPING - REMOVE PLANTER AREA AND SIDEWALK EXISTING ENCLOSURE W/ NEW GATES PAINT All WALL. SURFACES REMOVE EXIST GATES _ \ _ 1 \ .. ' . / e 1 1 ,- - ,.. 4,-- l % i 1G� DeS ,Ce „/ / -�.� Try _ _ . ' 1 I Ili � > > r & A TL t / , BART.. I I l t. , ..RIAI =21. I 0 SAWCUT do RE / 1&5 1 f ii (PAVEMENT 0 1 1/11 1 / / . , -- 1 - r - r - I T 7-1....... ri 1 t .1._. 1 ........, , .,.... ---....„.,..,” - , . ----,__ / ..._ / / / [ I / , ' - ,...--....__. ,........,, ......,_,--_-........_ -,--1 / __ -......., / / -- -i. • i i ..,- il ././../ REMOVE STRIPING f` 1 l 1 • 4„ I; _ _ _. 1 / r I 'h 1 .;5 I I I I 1 J -_ \\ 1 I 1 SAWCUT & REMOVE PAVEMENT AT EXIST LANE EDGE STRIPE 11, Iwer le le Ow 03/18/03 / /, / / / / / / / / _ 4, / / / / / c, GRAPHIC SCALE CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 CIVIL T.E.S.C. 8 DEMOLITION PLAN 20030318.1500 02 -22 -008 Rives point \0222008p1n.drrg SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. 200303318.1500 02 -22 -008 Rive point \0222008p1n1 .dwg 0 0 0 • I z cb 4 1 1 1 EXIST CB TYPE I, 1 OIL do WATER 1 - . . PARA TOR \, — --LANDSCAPE SETBACK TYP. S 1' 23' 50' W 345.04' i p 0' -0" CURB FACE MATCH EXIST GRADE • • • • • • • • • • • • • • • . • • • • • • • • • si • • • • • 1} • • • .4 tick • • 4 4. • 4 4 • •• • ` /-; •- , - J - - / 7 a t 10' 1 • • 1 ■ HANDICAP STALL DETAIL 10' UTUUTY EASEMENT 0' -0" CURB FACE MATCH EXIST GRADE ' -0' CURB FACE --L" MATCH EXIST GRADE ASPHALT PAVEMENT - :._.___ WATCH (TYP) WEST VALLEY HIGHWAY FF:23 I 03 CASCADE AVENUE SOUTH BLDG: 1 WHEELCHAIR RAMP • •li I J WHEELCHAIR RAMP WHEELCHAIR RAMP NEW PAVEMENT STRIPING SEE ARCH • 4 • • 24' 1 20' -•► - ---- • • T L • • • • • • • EXIST CB RIAl=21.54 IE=.1..$_$7 _ • • • 4 • • • • 20' • old • • • • 4 d 4 • • • 4 • • • . • • . • • . • • • • 11 • • • • • • • • • • ._ . • • • • •• • . • . • • • • • • • • • 1 J , • • L - . - 0' -0' CURB FACE MATCH EXIST GRADE • • 4• 1) 4 • • • •4 • • • • • • 4 16' A f t NEW TRASH ENCLOSURE — 25' CEMENT CONCRETE PAD SEE ARCH w .• •1 7 I 0' -0' CURB FACE MATCH EXIST GRADE • • 4 • • • C %Y , %T:itiA A r.`, - '"j • LOADING 19' 19 r. I • • • 4 J 4P • 4 s_.2- , _ t _ t, - 1 W 1'28'50• c 4 Dl FUT ) 1 inch - 20 ft. • m 0 10 I0 CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 a "GRAPHIC SCALE - J • TY, RI, IE: CE • V;z . j 1 . 4 -:14t Z t f. • it r 3 1 ;.; itito J SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. • 4 H CURB FACE �G I EXIST GRADE r1 ., • 4 • LOADING • • 4 • 4• 4 • 4 4 •• • I —♦.- 10� � .. 20030318.1500 02-22-008 Riverpdnt \0222008p1n. dwg W 1'28'50' E 19' re— I • M 645.35' , — 10' UTILITY EASEMENT EXIST C8 TYPE II RIM =21.59 IE =17.42 CEMENT CONCRETE CURB (TYP) 19' _ _I_ 19' • • • s • 4 2 • • • • 5 s • 4 • MMEELCHAIR RAMP I t0' M a i! • • EXIST car TYPE •ll OIL & WATER /► SEPARATOR •., BLDG. 2 • f • • FF23 st4 74,00. MANG - ENOLOSURE WI NEW GATES PAINT ALL WALL SURFACES I r1 J LOADING 4 Ewp • NEW PAVEMENT J STRIPING SEE ARCH i 5 1 II . • • •••• �.. • .. • ii • . • . • . –.Si • • • SIDEWALK SEE ARCH EXIST + -- n�E 1I OIL & WA7R SEPARATOR RIM =21.68 • w • ••• \_ • . SPECIAL PAVING - -. _ SEE ARCH NEW PAVEMENT STRIPING SEE ARCH • tt. • . . . . . -4 EMT CB .. -Oa & WATER SEPARA T_Off (==16.59 - I I I I t? 1 I I i I- I I 6 r I S 8 I i I w f� I I I I I EXIST. PAVEMENT I I I I i g • I * q / 40 ol / / c,, 7 GRAPHIC SCALE 40 0 m 40 (IN F'1') a inch = 40 !t CALL 48 HOURS BEFORE YOU DIG 1- 800 -424 -5555 F. . SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. ►• 0 F- O a j •ft Y O � Liu F- ck:: cm EK ,,, • MAR 1 9 PERW1T CENTE SHEET TITLE: CIVIL HORIZONTAL CONTROL PLAN SHEET NO C -4.1 ct NOTE EROSION CONTROL/STORM DRAINAGE ACTIVITY SHALL ALSO INCLUDE REMOVING DEBRIS FROM ALL CATCH BASINS, REGROUT1NG THE CATCH BASINS IF NEEDED, VACUUMING THE SYSTEM AND CLEANING THE OIL /WATER SEPARATOR. 4 1 N i 73 . 9 4 03/18/03 -• _- LANDSCAPE SETBACK TYP. / / 4 7 7 • EXIST CB . TYPE' • 11 O#L &WATER N SEPARATOR S 1 23' 50` W 345.04' 4 2270 • • • • • • • - • ,1 • • • • • • • • • .1 • • - • • • • • 4 - 4, • • 4 44 • .• • • • - • ••-- 4 4 4 10' U . 4 • .. 4 • 4 • • • 4 • I' • • • ' a • • • - . • --- . 4 BLDG. 1 • 2270 -F.S WEST VALLEY HIGHWAY • • wow FF =23 2270 FS 1 • CASCADE AVENUE SOUTH • 03/18/03 • • .s �- NEW ISLAND T0X - 1 • 4 N V • • • N , ;4 :,A t 4 • • • 4 ••••. • • • • • 4' •• ••••••••• ••••••• •• • •••••••••••• •• •.. • • •••••. • •...••• • ▪ ••••• •. • .••• • • • • • • • • • • • • • • • . • •••• • •••••• •••• •••••.•••••••• r • • • • • • • a._ a-.i.. . ;J _ . EXIST CB 1 R/A1 21.58 le las7.r* • 2.150 l • • • • • • • • • • • • . • • • • • • • • 4 • , /F.S • • 4 • •1 • . • • • • • a a• 4 • •• 4, • • • • • 4 7 ff LOADING •• .••••• • - • • • • • • -•.•• • .•••• .••••• • • ..•••• • • • • • • • • • •••••••• - •••••••• • • • • • •. t- 1 ! t_. i -.. • • . FS 2295 —GRAPHIC SCALE so 0 10 SD (Di PITT ) 1 inch •• 20 ft. 1N 128'50' E • - CALL 48 HOURS BEFORE YOU DIG 1-800-424--5555 J) 1 • Ty, RI, /E- • 1°3 V 1 AtAi I IT cX u E - 4 , . u Itt ig7:t' aTv of Tumi MAR 1 9 2 PEWIT CENTER VET TITLE: CIVIL STORM & GRADING PLAN SHEET NO C -5.0 20030318.1500 02 -22 -008 Riwerpoint \0222008pIn. dwg 0 • 11 SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.I. 4 1 A EROSION CONTROL/STORM DRAINAGE ACTIVITY SHALL ALSO INCLUDE REMOVING DEBRIS FROM ALL CATCH BASINS, REGROWING THE CATCH BASINS F NEEDED, VACUUMING THE SYSTEM AND GLEANING THE OIL/WATER SEPARATOR. 1 • • LOADING • • 4 • •• 1 • F.S 20030318.1500 02 -22 -008 Riverpoint`0222008p4n. dwg • 2295 W 12850' E fff • • N L1.1 z U • 03/18/03 'EXIST CB TYP€ u RIA/= 1.59 /E=17. 42 / ./ 3 » PVC OUTLET CANOPY 1' DRAINS THROUGH THE CURB • 1 1 645.35' • • • ,EXIST CB TYPE ll OIL & WA lER SEPARATOR ��— — 10' UTILITY EASEMENT • • . -.,. -... • _ 4 • - , . • • 4 • R• • BLDG. 2 - 4 4 • • FF23 .8 4 • 2270 F.S : 2270 F.S LOADING 0' =0' CURB FA MATCH EXIST GRADE RAMP UP EXISTING ENCLOSURE W/ NEW GATES PAINT ALL WALL SURFACES • r \ . 0 R S# \ \0 o .6 • • • • ,8 • • 4 EXIST co- - - - - -- TYPE 11 OIL & NW4 7 ER SEPARATOR - \- - R/AI =21.68 .4 • 4 • • • • • 7 4 1 EXISh' ` CB E' TYP , QVL A TEJp SEP 7011 RiA1=21. !t=16.5 . I 1 1 1 1 1 1 1 1 1 1 / 1 1 i 1 1 1 up 1 1 1 1 I 1 / / 1 1 / 03/18/03 / 03/18/03 LL_! z S � I 1 GRAPHIC SCALE 20 0 10 20 (DI Fes' ) 1 inch = 20 ft. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 • Z azo 0 -I �F- CL 0 ( ± 9 W DcDa >-; ammo= RE CEIVE:D MAR 1 9 1603 PERIM CENTER g d4 Y. c SHEET Ti 1LE• CIVIL STORM & GRADING PLAN SHEET No. -5.1 SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. a 4 STANDARD STRENGTH GRATE FILTER FABRIC ■■i■■ III ■■ ■ ■le ■ ` CATCH BASIN EILE$ FABC PRO1EC Nc»4 NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN WALL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. 2003032 18. 1454 02 -22 -008 Riverpoint \0222 008de22 t.dwg SOUD WALLS FILTER MEDIA FOR DEWATERING litainalLEANDMS 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON-SITE OR HAULED OFF -SITE. 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN SEDIMENT HAS FILLED ONE -THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. 3. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASIN PROTECTION. UNUKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. FILTER FABRIC PROTECTION & CATCH BASIN INSERT BACKFILL - REFER TO LANDSCAPE PLAN NOTE: ASPHALT PAVEMENT SECTION BOND EXTRUDED CURB TO ACP w; EPDXY cDAENT 95% COMPACTED SUBGRADE CATCH r OVERFLOW BASIN ... .......... ��B69LtiSFBI NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE. THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW AND CAN BE EASILY MAINTAINED. I NOTIFY GEOTECHNICAL ENGINEER OF ANY SOFT AREA IN THE SUBGRADE. GEOTEXTILE FABRIC MAY BE REQUIRED TO STABIUZE SUBGRADE. PAVING SECTIONS SHOWN ASSUME DRY WEATHER CONDITIONS. REFER TO SOILS REPORT FOR CONSTRUCTION DURING WET CONDITIONS. POROUS BOTTOM 2' ACP - CLASS `B' GRATE SCALE : NTS 2" CRUSHED SURFACING TOP COURSE L 4' CRUSHED ROCK BASE SCALE : NTS • RAMP TEXTURE (TYP.) --� HIES. 1. RAMP AND APPROCHES SHALL BE CLEAR OF OBSTACLES INCLUDING HYDRANTS, POLES, AND INLETS. 2. RAMP SHALL BE TEXTURED BY IMPRINT OF METAL GRID WITH 1/2" SPACING. 3. RAMP CENTER UNE SHALL PERPENDICULAR TO OR REDIAL TO CURB RETURNS UNLESS OTHERWISE APPROVED BY ENGINEER. CURB RAMPS IN VERTICAL CURB KING COUNTY PUBLIC WORKS DWG #4 -002 • .t t • . • 31 I RETAINING Wk.I SEE S TRUC ►UR 26.5C IAA : Ci EXISTING 30.10 • ' • • tr t. 5' • ,.---- 4' CEMENT CpNC PAD al ARCH / WIDTH / TO MACH EXISTING e T' ,r EXIS flN . - M4 . a .-- — EXISTING ASPHALT PATH .,M MANSION _ + PER PUM • 6' MIN. 03/1 8'- 6'3.6' 8' -0` BAD( OF SIDEWAU( 4' THICK CEMENT CONCRETE SIDEWALK SECl1ON A -A SCALE : NTS I 1' 2' HANDICAP STALL DETAIL BLUE BACK- GROUND W/ MITE SYMBOL & LETTERING 1 ` WHITE LETTERS WI STD. WORDING PER HANDICAP CODE REQ.MNTS 'VAN ACCESSIBLE" SIGN BELOW INTERNATIONAL SYMBOL WHEN REQUIRED 2' 0 STL POST CENTERED ON HDCP. STALL 10` 5 1)0 EXTRUDED CONCRETE CURB HANDICAP SIGN 5' MIN (TYP) 8' MIN (VAN ACCESSIBLE) nor •••• ■ ■ ■ • t ■t I 4' 0 HANDICAP STALL I i - WHITE PAINT STRIPE (TYP) —DEPTH OF THROUGH JOINT HANDICAP SYMBOL J r A ..rte �� � • ` L� j3 DEFORMED BARS (ALTERNATE "J EPDXY) SCALE : NTS 7 -- GRID UNES 4' 0.C. EACH WAY (GRID FOR LAYOUT ONLY, NOT TO BE PAINTED) 4' WIDE WHITE PAINTED STRIPE 2 COATS BLUE PAINTED SOUD BACKGROUND - 2 COATS i )\' SCALE pas ® SHEET THEE: CriJ c f b6 " ra..1“ •—•.! U Z 2 i--� 3 U`; _�,� NU R19 F- < Z 0 J � F- �3 Ct Y U = Lu D 0Q Z 4KXNCD MAR 1 9 2003 PERMITCENTER CIVIL MISCELLANEOUS DETAILS SHEET NO C-6.0 SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. 4 1 GENERAL NOTES 0 ) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPLICABLE CITY OF TUKWILA CODES, AND THE LATEST ADDITION OF WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. (2) APPROVAL OF THIS GRADING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.) BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY INSPECTION UNIT, THE APPUCANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. CONSTRUCHON NOISE SHALL BE UNITED AS PER DITY CODE NORMALLY, THIS IS 7 A.M. TO 10 P.M. WEEKDAYS AND 9 A.M. TO 10 P.M. ON WEEKENDS. IT SHALL BE THE APPUCANT'S /CONTRACTOR'S RESPONSIBIUTY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF —SITE WORK WITHIN THE ROAD RIGHTS —OF —WAY. FRANCHISED U11UTIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS ARE SUBMITTED TO THE CITY INSPECTION UNIT THREE DAYS PRIOR TO CONSTRUCTION. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY. ( WSDOT 2 -06.3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE UFE, HEALTH, AND SAFETY OF THE PUBUC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT —OF —WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -07.23 — TRAFFIC CONTROL, SHALL APPLY. DRAINAGE NOTES (1) PROOF OF UABIUTY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUCTION MEETING. (2) ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7- 02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL AND ANY REQUIRED PIPE BEDDING. TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. CONSTRUCTION SEQUENCE (1) (2) (3) ATTEND PRE — CONSTRUCTION CONFERENCE AT CITY OF TUKWILA INSTALL CATCH BASIN INSERTS REMOVE EX PAVEMENTS AS SHOWN AND INSTALL TEMP. STRAW BALES AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING STORM SYSTEM (4) REMOVE CATCH BASIN INSERTS ONLY AFTER SITE HAS BEEN REPAVED & STABIUZED TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES (4) THE TESC FACIUTIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACIUTIES SHALL BE UPGRADED AS NEEDED FOE UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR THE CHANGING SITE CONDITIONS (E.G. ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) THE TESC FACIUTIES SHALL BE INSPECTED DAILY BY THE APPUCANT/TESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE TESC FACIUTIES DURING THE WET SEASON (OCT. 1 TO MARCH 31) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (APRIL 1 TO SEPT. 30). (5) APPROVAL OF THIS TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) PLAN DOES NOT CONSTITUTE AND APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESRTICTORS, CHANNELS RETENTION FACILITIES, UTIUTIES, ETC.) THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC FACIUTIES IS THE RESPONSIBIUIY OF THE APPUCANT/TESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND THE ADJACENT PROPERTIES IS MINIMIZED. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAY DURING THE DRY SEASON SHALL BE IMMEDIATELY STABIUZED WITH THE APPROVED TESC METHODS (E.G. SEEDING, MULCHING, PLASTIC COVERING, ETC.) ANY AREAS NEEDING TESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. THE TESC FACIUTIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 48 HOURS FOLLOWING A STORM EVENT. AT NO TIME SHAM MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE UNES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT —LADEN WATER INTO DOWNSTREAM SYSTEM. figia STANDARD 3/8' FULL THICKNESS EXPANSION JOINT (TYPICAL) WHEELCHAIR RAMP 6' 1 .. • GUTTER 2 " CSTC MIN. 5 ' 7--3/8" EXPANSION JOINT. SCORE LINE IF POURED MONOLITHIC. 2% 15' CSTC MIN. • PACTED SUBGRADE 1. ALL JOINTS SHALL BE CLEANED AND EDGED. 2. CONCRETE SHALL BE P.C.C. CLASS 3000, 3 —DAY. 3. FOR PLACEMENT OF WHEELCHAIR CURB RAMP SEE DRAWING 23. 6' SCALE : NTS 1'X1' GRATE IMPRINTS 1 /8' DEEP Alk 1x11 'w- °•J h • iwww4t/li 0 J! 1 0- Z z z 0 � o = LIJ DoQ J F- cnv RECEIVED OF yupaikA ry1 ; R 1 9 2003 • CO 0 SHEET NO C-7.0 20030318. 1454 02 -22 -008 Riverpoint \0222008det.dwg A • SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. 1 D > W C • Mr . S r s a 111111111011111111r J .MEW IIIAI 1' , IN: i �' 1 l0►�N � �,_ ai 11111111111111111 A 1 1�� 01��� 4 r \_ _ b alifitur ail?' 0 4811 - 52 : 25 4111111" ii i i rarir N .. , - -__ EXISTING VAULT TO REMAIN EXISTING CONCRETE TO REMAIN ; &' QA A BLDG. 2 121PN 14' PN M' PN 12' N , , , a • ' i 8' PG O T 1 12' LP 112• LP 1 • END OF EXI5T'N6 SIDENALK \ =tr 8" PG , D EMOLITION LEGEND )2 1' < C S'T OL K/A C 0 C O C 0 Q DESCRIPTION NEA LANDSCAPE ;REFER TO SHEET L -2.0) RENOVATE;; LANDSCAPE (REFER TO NCTE5 BEL OA REMOVE EXISTING PLANTING REMOVE EX STING L.AriN RENOVATE °L,ANT!N6 ARE• / EX'STIN6 SHR)135 AND GR OJNDGOVER TC REmA 1r. WEED AND BART` MULGH TO A 2` DEPTH RENOVATE _AWN AREA ' THATCH, AER.A'E ..EVEEL OUT H'GH AND LOW AREAS TO PROVIDE A SMOOTH. AND CONSITENT GRADE �+Y�'JROSE D ALL. D1STJRBED AND THIN LA? N AREAS. EXCAVATE -EXISTING DIRT PA*±4 TO MINUS 4' BELOYV FINISH GRADE 4'D .A 4' AIDE' INSTA ;,� 5/8 MINUS CR:�HED ROSK TC A DEP�' ' OF 4 ". NEW DR" 5"ACK ROCK WALL MAXIMUM 18" F'' AND TR.ANSITIONIN6 Ex1SITNG GRADE REFER TO DETAIL SHEET L -2.' EXCAVATE EXISTING BED AREA TO M!NU5 4 " BELOW '0P OF CURB AND b SNIDE. INSTAL` 5/8 MINUS CRJS' ROCK TO A DEPT OF 4' EXISTING TREES TO BE LIMBED UP TO !2' H' PRUNE OUT A�._ DEAD DYING 9RANGNS TO A MINIMUM HIE&HT OF 15'. EXISTING 24" BERM TO REMAIN PRUNE ALL BRANCHES OF EXISTING LONDON PLANE TREES ALONG WES' VAL, EY HI6r1AAY TO A MINIM1lJM ►$16HT OF 8' ABOVE FINISH 6R ADE. rG NOT REMOVE ANY BRANCHES GREATER 'HEN 5' DI A. REMOVE EXISTING 5'fl AND ROOTS TO A MINIMUM DEPTH OF 24" BELOW FINISH GRADE. FILL IN ALL LOW SPOTS LEFT FROM STUMP REMOVAL. RR MO'VE EXISTING PLANTS AND WOOD HEADER OVER EXCAVATE ExISITN& TOPSOIL TO A MINIMUM DEPTH OF 18' BELOW TOP OF SIDE MALK OVER EXCAVATED TOIPSOIL MAY BE USED AS SiJ86RADE ELSE 11HERE ON SITE. EXISTING WOOD 4�EADER TO BE REMOVED. EXISTING GRAVEL TO REMAIN. 0 r x -74-7 �� ~� / •••% /� % i ce' /// BLDG. 1 EXISTING CONCRETE TO 10' PG REMOVE POST WEST VALLEY HIGHWAY CASCADE CD Ri ; - ' • 8'DF 6' PG 8' PG 10' PC AVENUE SOUTH • EXISTING CATCH BASIN EXISTING TELEPHONE POLE / \ • CSC UMW omstwwe C) EXISTING TREE LEGEND EXISTING TREE TO BE REMOVED 6R'ND STUMP TO BELOW FINISHED &RADE LP - LONDON PLANE BS - BLUE SPRUCE PN - PINE OA - QUAKING ASPEN VM - VINE MAPLE EXISTING VEGETATION . • EXISTING DECIDUOUS TREE TO REMAIN PRUNE ALL TREES OF DEAD D" 45 BRANCHES. PRUNE TO SHAPE AS REQUIRED EXISTING EVERGREEN THE TO REMAIN PRUNE ALL TREES OF DEAD DY i N6 BRANCHES. PRONE TO SHAPE AS REQUIRED. REMOVE P05 EXISTING TELEPHONE POLE quaIr CII*3 REMOVE POST DIRK COME. OANE1wr • L \ TREE GALGULATION TOTAL SIGNIFICANT TREES: Mb SIGNIFICANT TREES REMOVED: 86 i \20 0 15' 30' 60' SCALE: I' a 30' - O" P N 1�''3r�, F 1 I CRAVE PARKING LOT 120' W / Brumbaugh & Associates Landscape Architecture 600 North 85th Street , Suite 102 Seattle, WA 98103-3826 Telephone 206 782 3650 Facsimile 206 782 3675 N N '.• CORRESVON LTR� mfr COLLINS rn 7z) 3 Z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON 98004 -5118 T • 425 889 3333 F' £25 828 9116 COWNSWOERMAN.COM RverPont Corporate Center 18200 (Sc 18300 CASCADE AVE. S0. TUKWILA, WA 98188 L •:cr • ISSUED FOR • MARK DATE DESCRIPTION 8/12/02 OWNER REVIEW 9/12/02 PRICING SET 1/17/03 PEMIT SET 3/18/03 TREE REVISION / 4/1/03 LANDSCAPE REVISION PROJECT NUMBER 02029.00 ISSUE DATE 4/22/02 DRAWN EY SFK crivo TUKYOUI APR 0 1 1013 • SHEET TITLE /NUMBER • LANDSCAPE DEMOLITION PLAN L -1. t&3 O%4? 4 C ' i co J J ) • • • / T - BARK MULCH ONLY -5 TO - c BARK MULCH ONLY o PLANT SCHEDULE r BAR, MULCH ONLY 4 PO • 55 GK EXISTING oat 0 3154 7 t � �� WEST VALLEY HIGHWAY )5A , / 4 % ;/ ! _!/)1// \ p CASCADE AVENUE SOUTH h PAH v wrv� v�.� i 4 TO SA `l 5 TO - 4 I " % •ou• i ■; - ooui.' -.. � L.• t �- ,p t • •111111 �IIII�III t ,o.•• . 1 .:..:. 1 "0:.°.! .. . " °' �•M aII ---. ••' • L 0 �P M~ _ 1•�� 11 ismil ut imiarirmion �evIiinobivomil mine •, dip- t o 1....) ° —• , . ��C �•:�� n► �.0 tor .' sip.00uo v ► ' �i ,o o s *fii �� o e � 14�:: . 0 ' t � e? A •7 SAJ •1 5AJ . ,...! 5 VP 5VD 5VP l BAP `I BAP " BAP J • M 5 AP 5 NP 5 NP 5 ..' it ; 111 ' 111 r': :i• 21 PAN ,,•.) .�_`...; -•• .'o •!ii!li: :. •. v : ..:.x. -..:::, 8 PJ —• IIG_P►.1 _ 8 PJ 1 22 PAN 13 PM � . � .•: d a. 0. 1 • : NEW 5' r COSTING r CONC op1�1�Ar / T PATH MO~f ENT 51 5 0 0 N Mfr w TREE CALCULATION 1 1 GM)EL P/4714 DELPTrz Fg�M 5(0PE OF T1-115 SIGNIFICANT TREES REMOVED TO BE REPLACED AT A . : i RATI O SIGNIFICANT TREES REMOVED• 86 NEW TREES: 9"' BARS. MULCH OPLY (TYP,) O • • F.ox j I. E \ISTING PLANT MATERIAL TO REMAIN N.AS BEEN INDICATED ON HE LANDSCAPE PLANS. CONTRACTOR TO REMOVE A.._ EX'S "IN& TREES, SHRUBS, GROUND COVER AND LAWN NOT INDICATED TO REMAIN FROM ALL AREAS INDICATED TO RECEIVE NEW LANDSCAPE IMPROVEMENTS CONTRACTOR TO FIELD VER' F Y FLAW MATER , AL TO REMAIN WITH THE LANDSCAPE ARCH . TECT AND GENERAL CONTRACTOR AND TAKE NECESSARY STEPS TO PROTECT SAID PLANT MATERIAL UNTIL COMPLETION OF WORK 2. SUBGRADES FOR ALL NEW ON -GRADE LANDSCAPE AREAS 1NDICATED ON THE LANDSCAPE PLANS TO BE SET AT 8'' MINUS FINISH ELEVATION EXCEPT AS NOTED. NEW SUBGRADES TO MAINTAIN A MINIMUM SETBACK OF 6' FROM EXISTING TREES TO REMAIN. 3. &ROUND ;.OVER TO EXTEND UNDER ALL DECIDUOUS TREE CANOPIES AT THE SPECIFIED SPACING TO PROVIDE COMPLETE COVERAGE IN ALL PLANTING BEDS DESIGNATED TO RECEIVE GROUND COVER. 4. LANDSCAPE DRAWINGS ARE BASED ON THE SITE PLANS PREPARED 5" COLLINS WOERMAN ARCHITECTS. IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT OF ANY FIELD CHANGES TO THE SITE PLANS YWICH MAY REQUIRE ADJ T'MENT OF DESIGN. 5. REFER TO CIVIL ENGINEERING DRAWINGS FOR GRADING AND DRAINAGE INFORMATION. IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT OF ANY ADVERSE DRAINAGE UNCTIONS WHICH MAY AFFECT THE HEALTH OF PLANT MATER' AL. b. NO PRE - EMERGENT HERBICIDES TO BE USED ON THE PROTECT SITE DURING THE FIRST YEAR WARRANTY PERIOD. 1. ALL WW TREES TO MAINTAIN AN 9' CLEARANCE FROM WATER, STORM AND SEWER LliES. ALL rev DEGIDUOVS TREES TO MAiNTAIN A 3' CLEARANCE FROM FACE OF GM ALL W CONIFER TREES TO MAINTAIN A 1' GLEARANCE FROM FACE OF CURB 10 PJ IO PJ (IDENTICAL TO BLDG. 1) •�:�:' r •� I CMV I3 C W • C ..,.,. 1 , Nu 4 TR 4 TR - A ��i ; . i wiut 7 • ii"oiu'u5,•i •O• i s ��• # r I1 Pr ulau� ium UPI:kIlF: met :, � �►�I� I� ��I �I .�I�IS' �?rri�1 �� �f)•O O `. 5 VD • is a' 14 BAP _ I 14 SAP J 4 BAP -- • PO SNP 5 PP BARK MULCH ONLY TING PLANTS r 14 TO � 1 ��� �•,! 1`� -•'. / 57 _ NEW 5 AVEL PATH MING .�� Cat DISKINY J+•f- O \ \.J \ TO AIN -_. --f BARK MULCH ONLY_ . EXISTING PLANTS / NEW 5' WIDE GRAVEL PATH 0 15 30 171)) (24-, i mit -amt SCALE: I" x 30' - 0" 60' N .4'?$' F W \ CRAVQ NNW LOT U C o. /"N • N- J", j . 1 . Brumbaugh & Associates LandscopeArchitecture 600 North 85th Street , Suite 102 Seattle, WA 98103 -3826 TeIeprone 206 782 3650 F'acsirni a 206 782 3675 • COLLINS rn 7v 3 Z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON 98004 -5118 T• 425 889 3333 F 425 828 9116 COWNSWOERMAN.COM kiverPoint Corporate Center 18200 & 18300 CASCADE AVE. S0. TUKWILA, WA 98188 • I S S U E D F O R • MARK DATE DESCRIPTION 8/12/02 OWNER REVIEW 9/12/02 PRICING SET 1/17/03 PEMIT SET 3/18/03 TREE REVISION 4/1/03 LANDSCAPE REVISION PPCJECT NUMBER 02029.00 ISSUE DATE 4/22/02 DRAWN BY SFK CITY T EED APR 0 2003 ..." • SHEET TITLE /NUMBER • LANDSCAPE PLAN L -2.0 4 BOTANICAL NAME 1 COMMON NAME SIM NOTES o . 0 :if '\*. 0 C) Okie_1 Qcfa 0 i n TREES ACER RUBRJM 'KAR°ICK' / KARP:CK MAPLE 2" GAL. BIB MATCHED FORM FAGJS S 'LVAiGA 'DAWYC.K PURPLE' DAW`'CK PURPLE SEasH 2" CAL B4B, MULTI -STEM (3) MIN ACER ;;IRC NATJN ,' VINE MAPLE 8-1O HT. B4B, 'MULTI- STET✓' '3) MA NURSER" GROWN BETULA . a; QUEMON'I: / JAGQ'JEMONT1 1 BIRCH 2" CAL. B4B, MATCHED FORM PLAN - ANUS x ACER;FOLIA '5LOODGOOD I LONDON PLANE 2" CAL BIB, MATCHED FORM THuJA PLi A 'TA 'ExGE._5A' ' EXCELSA CEDAR P' HT * BIB, FULL d BUSHY GHAMAECYPAR :S OST,,'SA ' HINOKt CYPRESS 8 I r . MIN BIB, FULL FOLIAGE CHAMAECYPAR•S NOCTKATE45 S 'OENDULA' / M EPING ALASKA'S CEDAR I4' -16' H. BIB CULL FOLIAGE MAGNOLIA 5'TLATA 'JANE PLATT' I STAR M,AGNOLA 4 -5' HT. BIB FULL FOLIAGE SHRUBS PR,NUS L. 'MOUNT •/ERNON' / MOUNT VERNON LAUREL le"-2 f FULL 4 BUSH' 36" O.G. NANDINA ': PLUM p .A55iON' / HEAVENLY BAMBOO 24 -30 HT. FULL 4 BUSH" 36" O.G. PR.NNJS LAUROCER OOTTO ..UYKEN' i O70 LUYKEN LAURE:. 3 GAL FULL FOLIAGE, 36" O.G. THUJA OCCIDENTAL'S 'EMERALD PYRAMIDAL ARBOR,/ ATE 6' -O" HT. M. FULL FOLIAGE, 30' O.G. CORNUS KELS`'I / KELSEY DGGYIOOD 18 " -2 HT. FULL FOLIAGE 36" O.G. VIBURNUM DAVIDII / DAVID VIBURNUM I8 " -2'" NT. FULL FOLIAGE, 36" O.G. BERBER'S T. 'A'RO UR°'L1 EA NANA ' CR'MSON PYGMY BARBERRY I5 " -!8' 'iT. FULL FOLIAGE, 36" O.G. SPIREA J. 'ANTHONY WATERER ATNNON'' WATERER 5P'R: :A I8 " -21" HT. FULL FOLIAGE 36 O.G. TA.KUS B. 'REPENDENS' / SPREADING YEW 5 GAL. FULL FOLIAGE, 36" O.G. EL)O•YNUS ALATA 'GOMP.ACT,A' ' COMPACT WINGED EUONYN4/5 I8 " -2I" HT. FILL FOLIAGE, 36" O.G. PIERIS F OREST FLAME' / FOREST FLAME ANDROMEDA 5 GAL FULi. FOLIAGE, 48" O.G. PHORVIUM TENAX 'CHOCOLATE / NEW ZEALAND FLAX 5 GAL. FULL FOLIAGE 48' O.G. RHODODENDRON 'DORA AMATEIS' / SEMI- DWARF RHODODENDRON 18''-21" SPR FULL FOLIAGE 36' O.G. PRJN15 L.USITANIGA ,• PORTUGAL LAUREL 5 GA_ FULL. FOLIAGE 48" O.G. OSMANTHUS DELAVA'FI i DELAVAY OSMANTHUS 5 GA;.. FULL FOLIAGE, 48" Q.G. ARBUTUS U€DO 'COMPACTA' / STRAWBERRY TREE 24-30" HT FULL FOLIAGE 6' O.G. PER NNIALS ASTILBE 'DEUTSCHLAND' 1 FALSE SPIREA I GAL. 24" O.G. BER61NIA 'ASENDGLUT' I SER61N1A 1 GAL. 24" O G. CAREx MORROW,: VARIEGATA' / VARIEGATED JAPANESE SEDGE 16AL 24" O.G. hELICTOTRICMON SEMPERVIRENS / BLUE OAT SRA55 I GAL. 2 O.G. PENNISETUM ALOPEGUROIDES 'HAMELN' / FOUNTAIN GRASS I GAL. 24" O,G. SEDUM T. 'AUTUMN JOY' ' AUTUMN .ef SEDUM 16AL 24" O.G. ARGTOSTAPHYLO5 WA -URSI / K1NNIKINNIGK 4" POT lb" O.G. V1NGA MINOR 'ATROPUR°UREA' ' DWARF PERIWINKLE 4" POT lb" O.G. EUOIr'I'MOlJS F. RADIGANS / COMMON WINTER CREEPER 4" POT Ib" O.G. :if., ,..1 ,J JJ. NYPERICUM GAL1'GIN)M / V. JOHNS WORT 4" POT 18" O.G. - -J- -- - EZZZ- RENOVATED LAM SEE SPECS. C ' i co J J ) • • • / T - BARK MULCH ONLY -5 TO - c BARK MULCH ONLY o PLANT SCHEDULE r BAR, MULCH ONLY 4 PO • 55 GK EXISTING oat 0 3154 7 t � �� WEST VALLEY HIGHWAY )5A , / 4 % ;/ ! _!/)1// \ p CASCADE AVENUE SOUTH h PAH v wrv� v�.� i 4 TO SA `l 5 TO - 4 I " % •ou• i ■; - ooui.' -.. � L.• t �- ,p t • •111111 �IIII�III t ,o.•• . 1 .:..:. 1 "0:.°.! .. . " °' �•M aII ---. ••' • L 0 �P M~ _ 1•�� 11 ismil ut imiarirmion �evIiinobivomil mine •, dip- t o 1....) ° —• , . ��C �•:�� n► �.0 tor .' sip.00uo v ► ' �i ,o o s *fii �� o e � 14�:: . 0 ' t � e? A •7 SAJ •1 5AJ . ,...! 5 VP 5VD 5VP l BAP `I BAP " BAP J • M 5 AP 5 NP 5 NP 5 ..' it ; 111 ' 111 r': :i• 21 PAN ,,•.) .�_`...; -•• .'o •!ii!li: :. •. v : ..:.x. -..:::, 8 PJ —• IIG_P►.1 _ 8 PJ 1 22 PAN 13 PM � . � .•: d a. 0. 1 • : NEW 5' r COSTING r CONC op1�1�Ar / T PATH MO~f ENT 51 5 0 0 N Mfr w TREE CALCULATION 1 1 GM)EL P/4714 DELPTrz Fg�M 5(0PE OF T1-115 SIGNIFICANT TREES REMOVED TO BE REPLACED AT A . : i RATI O SIGNIFICANT TREES REMOVED• 86 NEW TREES: 9"' BARS. MULCH OPLY (TYP,) O • • F.ox j I. E \ISTING PLANT MATERIAL TO REMAIN N.AS BEEN INDICATED ON HE LANDSCAPE PLANS. CONTRACTOR TO REMOVE A.._ EX'S "IN& TREES, SHRUBS, GROUND COVER AND LAWN NOT INDICATED TO REMAIN FROM ALL AREAS INDICATED TO RECEIVE NEW LANDSCAPE IMPROVEMENTS CONTRACTOR TO FIELD VER' F Y FLAW MATER , AL TO REMAIN WITH THE LANDSCAPE ARCH . TECT AND GENERAL CONTRACTOR AND TAKE NECESSARY STEPS TO PROTECT SAID PLANT MATERIAL UNTIL COMPLETION OF WORK 2. SUBGRADES FOR ALL NEW ON -GRADE LANDSCAPE AREAS 1NDICATED ON THE LANDSCAPE PLANS TO BE SET AT 8'' MINUS FINISH ELEVATION EXCEPT AS NOTED. NEW SUBGRADES TO MAINTAIN A MINIMUM SETBACK OF 6' FROM EXISTING TREES TO REMAIN. 3. &ROUND ;.OVER TO EXTEND UNDER ALL DECIDUOUS TREE CANOPIES AT THE SPECIFIED SPACING TO PROVIDE COMPLETE COVERAGE IN ALL PLANTING BEDS DESIGNATED TO RECEIVE GROUND COVER. 4. LANDSCAPE DRAWINGS ARE BASED ON THE SITE PLANS PREPARED 5" COLLINS WOERMAN ARCHITECTS. IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT OF ANY FIELD CHANGES TO THE SITE PLANS YWICH MAY REQUIRE ADJ T'MENT OF DESIGN. 5. REFER TO CIVIL ENGINEERING DRAWINGS FOR GRADING AND DRAINAGE INFORMATION. IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT OF ANY ADVERSE DRAINAGE UNCTIONS WHICH MAY AFFECT THE HEALTH OF PLANT MATER' AL. b. NO PRE - EMERGENT HERBICIDES TO BE USED ON THE PROTECT SITE DURING THE FIRST YEAR WARRANTY PERIOD. 1. ALL WW TREES TO MAINTAIN AN 9' CLEARANCE FROM WATER, STORM AND SEWER LliES. ALL rev DEGIDUOVS TREES TO MAiNTAIN A 3' CLEARANCE FROM FACE OF GM ALL W CONIFER TREES TO MAINTAIN A 1' GLEARANCE FROM FACE OF CURB 10 PJ IO PJ (IDENTICAL TO BLDG. 1) •�:�:' r •� I CMV I3 C W • C ..,.,. 1 , Nu 4 TR 4 TR - A ��i ; . i wiut 7 • ii"oiu'u5,•i •O• i s ��• # r I1 Pr ulau� ium UPI:kIlF: met :, � �►�I� I� ��I �I .�I�IS' �?rri�1 �� �f)•O O `. 5 VD • is a' 14 BAP _ I 14 SAP J 4 BAP -- • PO SNP 5 PP BARK MULCH ONLY TING PLANTS r 14 TO � 1 ��� �•,! 1`� -•'. / 57 _ NEW 5 AVEL PATH MING .�� Cat DISKINY J+•f- O \ \.J \ TO AIN -_. --f BARK MULCH ONLY_ . EXISTING PLANTS / NEW 5' WIDE GRAVEL PATH 0 15 30 171)) (24-, i mit -amt SCALE: I" x 30' - 0" 60' N .4'?$' F W \ CRAVQ NNW LOT U C o. /"N • N- J", j . 1 . Brumbaugh & Associates LandscopeArchitecture 600 North 85th Street , Suite 102 Seattle, WA 98103 -3826 TeIeprone 206 782 3650 F'acsirni a 206 782 3675 • COLLINS rn 7v 3 Z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON 98004 -5118 T• 425 889 3333 F 425 828 9116 COWNSWOERMAN.COM kiverPoint Corporate Center 18200 & 18300 CASCADE AVE. S0. TUKWILA, WA 98188 • I S S U E D F O R • MARK DATE DESCRIPTION 8/12/02 OWNER REVIEW 9/12/02 PRICING SET 1/17/03 PEMIT SET 3/18/03 TREE REVISION 4/1/03 LANDSCAPE REVISION PPCJECT NUMBER 02029.00 ISSUE DATE 4/22/02 DRAWN BY SFK CITY T EED APR 0 2003 ..." • SHEET TITLE /NUMBER • LANDSCAPE PLAN L -2.0 4 1t4{ y�? BARK MULCH -- I∎F7' EDGE of BED NTS &ROUND COYER SPACING /). CONIFER 'TREE PLANTING x 114 : of i =1UIN . I 111, IIIIN =1111 = 111111= NOTE: I. TRIPLE STAKE ALL CONIFERS OVER 10' HT. 2. PLAN' TREES HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY FROM FOOT BA-L • L-- CURB OR HEADER NOTE .. TRIPLE 5 T AKE ALL CONIFERS OVER 10' H' s PLANT 'REES' !NOUE+ TO ALLOW POSITIVE DRAINAGE AMY MOM ROOT BAL. • NOTE: SPACING TO BE 1RIANG. PER DISTANCE SHOWN ON PLANT SCHEDULE CLEAR J!NYL TUBING AT 2, TR1► HE±GHT DOUBLE STRAND s GAUGE STEEL WIRE. TWIST TI&H' RE' BUR.., AP AND/OR AIRE 5ASKE "5 PLACE 24" LONG k PVC PIPE OVER WIRE FOQ SAFETY IDENTIFICATION TR! ANGULATE 3 Wei 2 " X 4 "X 24' FIR WOOD STAKES T BARK MULCH • SECURE TRUNK WITH DOUBLE STRAND OF 14 6Ar6E 6ALV PORE MAPPED IN CLEAR VINYL. TAIST TIGHT 2' DIA. "SVC' LOD6EPOLE PILE TREE STAKES WITH 6' CONICAL POINT REMOVE TOP 1/3 OF BURLAP REMOVE BASKETS 2' BARK MULCH :: ";7.E -- BERM TOPSOIL AS REGVIRFD 44 • ±s+�•:. , TO COVER ROOT BAL.. BASE r = I OF ROOT BALL TO BE PLAC ON TOP OF SIJB6 ADE ® EWiNG ins • cc.) e; 1� - : .. �; r ' lir IIIt11 , +" 1111:' \ `111E1111 ��Nl11 �IIIuI HUb 'i! I =I .nnl Iml mAIIMI MINI- 111111= 111111E111111• = 111111m11111111 — � - 111111111111 Lt9A' 0 III MAINTENANGE STRIP Ciii) Ms SHRUB PLANTING PLANT TREES HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY FROM ROOTBALL 2 X ROOTBALL DIA. N r ?') DECIDUOUS TRH STAKING rim ViiDTH VARIES �, SEE PLAN - Vc) (fl Q .4c) � � ko `�o � 0 ♦ 0 0 0 � 00oot`po0�'O°Ogo pot? 0 PIT TO BE 2X THE ROOTBALL DIA. 1 -1/2" MINUS WASHED ROCK 1 -- 2'' MULCH LAYER Nie =111 =I 1 1..=11 -I I I I I 1=111=111=111=11 IMPORT TOPSO . SET CROYW AT NURSERY HEIGHT BARK MULCH PER SPECS 5ACKFILL TO CONSIST OF TOPSOIL PER SPECS. ADD FERTILIZER PER SPECS SCARIFY ROOTBALL ON CONTAINER MATERIAL. REMOVE TOP 1/3 OF BURLAP ON Bib MATERIAL SECURE TRUNK WITH DOUBLE STRAND OF !4 GAUGE GALV. WIRE WRAPPED IN CLEAR VINYL. TWIST TIGHT 2" DIA. "SVC" LODGEPOLE PINE TREE STAKES WITH 6" CONICAL POINT 36" DIA. TREE WELLS IN LAWN AREAS. FILL WITH 2" OF SPECIFIED MULCH REMOVE TOP I/3 OF BURLAP. LOOSEN WIRE BASKETS BACKFILL PIT WITH 50% TOPSOIL AND 50% NATIVE SOIL. ADD SPECIFIED FERTILIZER TO MIX ® ? KV4ALL CONCRETE CURB ASPHALT PAVING -- HOLD TOP OF WALL LEVEL CAP STOIC I MAN WHITE RIVER DASALT WALL ROCK FINISH GRADE —N ISLAND PLANTING DETAIL �+rs NOTE5: 5% II I I 5' MIN. 1 I. STONES TO BE CAREFULLY FIT TOGETHER. MAX. JOINT SIZE I'. SIZE I N. 2. AVOID STACKING VERTICAL JOINTS. 5. LAY 10' LENGTH OF WALL FOR APPROVAL PRIOR TO PROCEEDING. REMOVE ADDITIONAL ASPHALT AS REQUIRED TO INSTALL IRRIGATION DADS ADJACENT TO CURB AS SPECIFIED ESTABLISH GRCft1 AS INDICATED SOD OR MULCH PER PLAN IMPORT TOPSOIL AS SPECIFIED REMOVE CRUSHED TOP COURSE AS INDICATED. SCARIFY EXISTING TO DEPTH OF 6" AND BACKFILL WITH IMPORT TOPSOIL PER SPECIFICATIONS CRUSHED TOP COURSE 4" LAYER OF COMPACTED GRAVEL I— UNDISTURBED OR COMPACTED SUB -GRADE TO Q5%. e l &RAVEL PATH DE LE TED FP-OH Sc,OPE OP ' �R OJE CT � SUBGRADE OR BACKFILL COMPACTED TO % 5012-0" 1./ - ^ N MULCH-I" SPECIFIEL DEPTH OF TOPSOIL 3/4" MASHED DRAIN ROCK Brumbaugh & Associates LondscopeArchitecture 600 North 85th Street , Suite 102 Seattle, WA 98103 -3826 Telephone 206 782 3650 Facsimile 206 782 3675 Oq3 ito 43 �. 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON 98004 -5118 T• 425 889 3333 F 425 828 9116 COLUNSWOERMAN.COM COLLINS rn 7v 3 RiverPoint Corporate Center 18200 & 18300 CASCADE AVE. S0. TUKWILA, WA 98188 MARK DATE DESCRIPTION 8/12/02 OWNER REVIEW 9/12/02 PRICING SET 1/17/03 PEMIT SET A 3/18/03 TREE REVISION A\ 4/1/03 LANDSCAPE REVISION PROJECT NUMBER ISSUE DATE DRAWN BY • I S S U E D F O R . RECLINED CITY or ruicwiLA APR 0 1 au Pew* WIrritA • SHEET TITLE /NUMBER • LANDSCAPE DETAILS L -2.1 02029.00 4/22/02 SFK • EX! TIN6 'RRIGATION CONTROLLER TO BE REPLACED WITH RAINBIRD ESP- 20LX +. T DDT a 10 10 s ew b 10 D 010 - 10 ice t ego e o t3T es,. es, _ PT C4T EXISTING IRRIGATION CONTROU.ER TO 9E [ E REPLACED WITH RAIWIRD ESP- sOLx + b e o e a 15 t . N ■ I\ E 1 ✓ - -,- - ..-- -- > r + 1L 1 l 1 -3 17 • CONSTRUCTION NOTES \1 s b • '12 12 V EXISTING I -1/7 METER AN, BACK rLONI PREVENTER TO REMAIN IRRIGATION SCHEDULE SYMBOL DESCRIPTION 0 4- Ni_ ■t D ] aim tm O C•r1. • 15 15 15 15 12 12 12 12 IO 10 to _r 8 8 b LI 45 0 --5 L. 5 ,_ 5 ❑ E5T ❑ 9ST Ma MOW .1111M. MOM IMO* MM RAINBIRD 1806 - SAM- PR5 -15F, 6' POP -UP SPRAY RA MEAD 1806 SAM PRS - !5H, 6" POP - UP SPRAY RAINBIRD I806 5AM - PR5 - 150, b" POP - UP SPRAY RAINSIRD 1806 - SAM -PRS- 15VAN, 6" POP-UP SPRAY RAINBIRD 1806- SAM- PR5 -12F, 6" POP -UP SPRAY RAINBIRD 1806 - SAM- °R5 -12H, 6' POP - UP SPRAY RAINBIRD 1806 6" POP -UP SPRAY RAINBIRD 1806- SAM -PR5 -120 6" POP - UP SPRAY RAINBIRD 1806- SAM- PRS- 12VAN, b" POP - UP SPRAY RAINBIRD 1806 - SAM- PRS -10F, 6' POP - SPRAY RAINBIRD 1806- 5AM -PR5-1011, 6" POP -U P SPRAY RAINBIRD 1806- 5AM -PR5 -NOT, 6" POP -iJP SPRAY RAINBIRD 1806 - SAM- PRF --IO0, 6" POP -UP SPRAY RAINBIRD 1806 - SAM- PR5- ■OVAN, b" POP -UP SPRAY RA!NBIRD 1806 - SAM- PR5 -8F 6" POP -JP SPRAY RAN5IRD 1806 - SAM- PR5 -8H, 6" POP - UP SPRAY RA!NBIRD 1806- 5AM- PR5-8T b" POP - SPRAY RA;NBIRD 1806-SAM-FRS-SO, 6" POP -JP SPRAY RAINBIRD 1806- 5AM- PR5 -8VAN, 6" POP -UP SPRAY RAINBIRG 1806- 5AM - PRA -5F, 6" POP -OP SPRAY RA1I�IRD 1 806- 5AM- PRS -5H, 6" POP-UP SPRAY RAINBIR.: 1806 - SAM- PR5 -50. b'' POP -UP SPRAY RA'NBI!2D 1806 - SAM -PR5 -5VAN. b' POP -UP SPRAY RAIN BIRD 1806 SAM PR5 15EST, 6" POP SPRAY RAiNBIR^✓ 1800 5AM PRS 1555T, b" POP SPRAY RAINBIRD 100-PEE, 1' REMOTE CONTROL VALVE RAINBIR*, 150 -PF13. 1 -V2" REMOTE CONTROL VALVE RAINBIRD 44RC, !' QUICK COUPLING VALVE EXISTING I -1/2" IRRIGATION METER WITH DOUBLE CHECK VALVE ASSEMBLY EXISTING CONTROOLER TO BE REPLACE, WITH RAINBIRD ESP 20LX +, MULTI- PROGRAM HYBRID CONTROLLER GLASS 200 PVC, T MAINLINE. CLASS 200 PVC LATERAL L E (SIZE AS NOTED) SCHEDULE 40 PVC SLEEVIN6 (MICE SIZE OF INTERIOR PIPE) PEW VALVE GALLOUT EXISTING VALVE GALLOUT EXISTING VALVE EXISTING IRRIGATION HEADS AND LATERALS I P.S.I. 30 30 30 30 30 30 30 30 30 Sc 50 50 30 30 30 30 30 30 30 30 30 30 30 30 30 RADIUS 12' 1,2 12 ' 12' 10' 10' 10 ' e 8' 8' 8' 5' 5' 5' 5' 5' 4x15 4x30 •••••■ 6.P.M. B' 1.85 0.43 x.85 2.60 130 0.87 0.65 1.42 1.57 0.19 0.52 039 157 0. 0.52 0.3 1.1 0.41 0 .20 0.10 060 EXISTING 1 -1/2' METER AND BACK FLOW PREVENTER TO REMAIN. i I / • 0 N N Brumbaugh & Associates Lan dscop eArchitecture 600 North 85th Street , Suite 102 Seattle, WA 98103 -3826 Telephone 206 782 3650 Facsimile 206 782 3675 �,• rs I) �t ■ k or. • SHEET TITLE /NUMBER • JJ5 COLLINS rn 3 D Z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON 98004 -5118 T• 425 889 3333 F 425 828 9116 COLLINSWOERMAN.001.1 RiverPoint Corporate Center 18200 & 18300 CASCADE AVE. S0. TUKWILA, WA 98188 • •. S S U E D MARK PATE DESCRIPTION 8/12/02 OWNER REVIEW 9/12/02 PRICING SET 1/17/03 PEMIT SET 3/18/03 TREE REVISION PROJECT NUMBER ISSUE DATE DRAWN ev SFK L ... • = yr.... "w. :�6..y., . '' IRRIGATION PLAN 3.0 F 0 R • 02029.00 4,!22/02 OW OF WRIVILA MAR 1 9 2003 t • w.. Alto"'" a1{ SYMBOL DESCRIPTION 0 CD O Q C' CONNECT NEW I -I/2' MAINLINE TO E \15TING MAINLINE. REPAIR AN DAMAGE - O Ex!STI 6 MAINLINE INSTALL NEA 'L EM CUT AND PATCH ASPHALT AS NECESSARY GORE JNDER EXIS T !N6 CONCRETE AS NEGE55AR" REPLACE EXISTING MAXIPAW IMPACT HEADS WITH RANBIRD T-BIRD ROTORS, NOZZLE AS REQUIRED ADJ15T FOR PROPER COVERAGE OF LANDSCAPE AREA ADD HEADS AS NECESSARY REPAIR EX!5 -, N6 !RRGATION, INSURE PROPER COVERAGE OF A. LANDSCAPE AREAS. ADD HEADS AS NECE55AR`' NEW SLEEVE ADD NEW HEADS TO EXISTING ZONE, USING EXISTING LATERAL LANES. REPAIR . AND/OR REPLACE ANY EQUIPMENT DAMAGED DURING GONSTR)C -ION. MAINTAIN EXISTING VALVE, REPAIR AND/OR REPLACE ANY MATERIALS DAMAGED DUE TO Ceae7RJGTION. CUT AND CAP LINES AND ADD OR DELETE HEADS AS *GE55ARY FOR PROPER COVERAGE RELOCATE EXISTING BEADS 50 THEY ARE WITHIN 6 0 NEW GRAv'EEL PATHWAY ALONIb PEST VALLEY HIGHWAY UP TO 10 GPM. UP TO 16 G.P.M. UP TO 26 6.P.M. UP TO 32 6.P.M. UP TO 55 b.P.M. EX! TIN6 'RRIGATION CONTROLLER TO BE REPLACED WITH RAINBIRD ESP- 20LX +. T DDT a 10 10 s ew b 10 D 010 - 10 ice t ego e o t3T es,. es, _ PT C4T EXISTING IRRIGATION CONTROU.ER TO 9E [ E REPLACED WITH RAIWIRD ESP- sOLx + b e o e a 15 t . N ■ I\ E 1 ✓ - -,- - ..-- -- > r + 1L 1 l 1 -3 17 • CONSTRUCTION NOTES \1 s b • '12 12 V EXISTING I -1/7 METER AN, BACK rLONI PREVENTER TO REMAIN IRRIGATION SCHEDULE SYMBOL DESCRIPTION 0 4- Ni_ ■t D ] aim tm O C•r1. • 15 15 15 15 12 12 12 12 IO 10 to _r 8 8 b LI 45 0 --5 L. 5 ,_ 5 ❑ E5T ❑ 9ST Ma MOW .1111M. MOM IMO* MM RAINBIRD 1806 - SAM- PR5 -15F, 6' POP -UP SPRAY RA MEAD 1806 SAM PRS - !5H, 6" POP - UP SPRAY RAINBIRD I806 5AM - PR5 - 150, b" POP - UP SPRAY RAINSIRD 1806 - SAM -PRS- 15VAN, 6" POP-UP SPRAY RAINBIRD 1806- SAM- PR5 -12F, 6" POP -UP SPRAY RAINBIRD 1806 - SAM- °R5 -12H, 6' POP - UP SPRAY RAINBIRD 1806 6" POP -UP SPRAY RAINBIRD 1806- SAM -PR5 -120 6" POP - UP SPRAY RAINBIRD 1806- SAM- PRS- 12VAN, b" POP - UP SPRAY RAINBIRD 1806 - SAM- PRS -10F, 6' POP - SPRAY RAINBIRD 1806- 5AM -PR5-1011, 6" POP -U P SPRAY RAINBIRD 1806- 5AM -PR5 -NOT, 6" POP -iJP SPRAY RAINBIRD 1806 - SAM- PRF --IO0, 6" POP -UP SPRAY RAINBIRD 1806 - SAM- PR5- ■OVAN, b" POP -UP SPRAY RA!NBIRD 1806 - SAM- PR5 -8F 6" POP -JP SPRAY RAN5IRD 1806 - SAM- PR5 -8H, 6" POP - UP SPRAY RA!NBIRD 1806- 5AM- PR5-8T b" POP - SPRAY RA;NBIRD 1806-SAM-FRS-SO, 6" POP -JP SPRAY RAINBIRD 1806- 5AM- PR5 -8VAN, 6" POP -UP SPRAY RAINBIRG 1806- 5AM - PRA -5F, 6" POP -OP SPRAY RA1I�IRD 1 806- 5AM- PRS -5H, 6" POP-UP SPRAY RAINBIR.: 1806 - SAM- PR5 -50. b'' POP -UP SPRAY RA'NBI!2D 1806 - SAM -PR5 -5VAN. b' POP -UP SPRAY RAIN BIRD 1806 SAM PR5 15EST, 6" POP SPRAY RAiNBIR^✓ 1800 5AM PRS 1555T, b" POP SPRAY RAINBIRD 100-PEE, 1' REMOTE CONTROL VALVE RAINBIR*, 150 -PF13. 1 -V2" REMOTE CONTROL VALVE RAINBIRD 44RC, !' QUICK COUPLING VALVE EXISTING I -1/2" IRRIGATION METER WITH DOUBLE CHECK VALVE ASSEMBLY EXISTING CONTROOLER TO BE REPLACE, WITH RAINBIRD ESP 20LX +, MULTI- PROGRAM HYBRID CONTROLLER GLASS 200 PVC, T MAINLINE. CLASS 200 PVC LATERAL L E (SIZE AS NOTED) SCHEDULE 40 PVC SLEEVIN6 (MICE SIZE OF INTERIOR PIPE) PEW VALVE GALLOUT EXISTING VALVE GALLOUT EXISTING VALVE EXISTING IRRIGATION HEADS AND LATERALS I P.S.I. 30 30 30 30 30 30 30 30 30 Sc 50 50 30 30 30 30 30 30 30 30 30 30 30 30 30 RADIUS 12' 1,2 12 ' 12' 10' 10' 10 ' e 8' 8' 8' 5' 5' 5' 5' 5' 4x15 4x30 •••••■ 6.P.M. B' 1.85 0.43 x.85 2.60 130 0.87 0.65 1.42 1.57 0.19 0.52 039 157 0. 0.52 0.3 1.1 0.41 0 .20 0.10 060 EXISTING 1 -1/2' METER AND BACK FLOW PREVENTER TO REMAIN. i I / • 0 N N Brumbaugh & Associates Lan dscop eArchitecture 600 North 85th Street , Suite 102 Seattle, WA 98103 -3826 Telephone 206 782 3650 Facsimile 206 782 3675 �,• rs I) �t ■ k or. • SHEET TITLE /NUMBER • JJ5 COLLINS rn 3 D Z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON 98004 -5118 T• 425 889 3333 F 425 828 9116 COLLINSWOERMAN.001.1 RiverPoint Corporate Center 18200 & 18300 CASCADE AVE. S0. TUKWILA, WA 98188 • •. S S U E D MARK PATE DESCRIPTION 8/12/02 OWNER REVIEW 9/12/02 PRICING SET 1/17/03 PEMIT SET 3/18/03 TREE REVISION PROJECT NUMBER ISSUE DATE DRAWN ev SFK L ... • = yr.... "w. :�6..y., . '' IRRIGATION PLAN 3.0 F 0 R • 02029.00 4,!22/02 OW OF WRIVILA MAR 1 9 2003 t • w.. Alto"'" a1{ PIPE SIZING TABLE PIPE SIZE MAXIMUM GALLONS PER MINUTE (G.P.M.) 5/4" GLASS 200 1' CLASS 200 I-1/4" GLASS 200 I-i/2' 0.A$$ 200 2' CLASS 200 UP TO 10 GPM. UP TO 16 G.P.M. UP TO 26 6.P.M. UP TO 32 6.P.M. UP TO 55 b.P.M. EX! TIN6 'RRIGATION CONTROLLER TO BE REPLACED WITH RAINBIRD ESP- 20LX +. T DDT a 10 10 s ew b 10 D 010 - 10 ice t ego e o t3T es,. es, _ PT C4T EXISTING IRRIGATION CONTROU.ER TO 9E [ E REPLACED WITH RAIWIRD ESP- sOLx + b e o e a 15 t . N ■ I\ E 1 ✓ - -,- - ..-- -- > r + 1L 1 l 1 -3 17 • CONSTRUCTION NOTES \1 s b • '12 12 V EXISTING I -1/7 METER AN, BACK rLONI PREVENTER TO REMAIN IRRIGATION SCHEDULE SYMBOL DESCRIPTION 0 4- Ni_ ■t D ] aim tm O C•r1. • 15 15 15 15 12 12 12 12 IO 10 to _r 8 8 b LI 45 0 --5 L. 5 ,_ 5 ❑ E5T ❑ 9ST Ma MOW .1111M. MOM IMO* MM RAINBIRD 1806 - SAM- PR5 -15F, 6' POP -UP SPRAY RA MEAD 1806 SAM PRS - !5H, 6" POP - UP SPRAY RAINBIRD I806 5AM - PR5 - 150, b" POP - UP SPRAY RAINSIRD 1806 - SAM -PRS- 15VAN, 6" POP-UP SPRAY RAINBIRD 1806- SAM- PR5 -12F, 6" POP -UP SPRAY RAINBIRD 1806 - SAM- °R5 -12H, 6' POP - UP SPRAY RAINBIRD 1806 6" POP -UP SPRAY RAINBIRD 1806- SAM -PR5 -120 6" POP - UP SPRAY RAINBIRD 1806- SAM- PRS- 12VAN, b" POP - UP SPRAY RAINBIRD 1806 - SAM- PRS -10F, 6' POP - SPRAY RAINBIRD 1806- 5AM -PR5-1011, 6" POP -U P SPRAY RAINBIRD 1806- 5AM -PR5 -NOT, 6" POP -iJP SPRAY RAINBIRD 1806 - SAM- PRF --IO0, 6" POP -UP SPRAY RAINBIRD 1806 - SAM- PR5- ■OVAN, b" POP -UP SPRAY RA!NBIRD 1806 - SAM- PR5 -8F 6" POP -JP SPRAY RAN5IRD 1806 - SAM- PR5 -8H, 6" POP - UP SPRAY RA!NBIRD 1806- 5AM- PR5-8T b" POP - SPRAY RA;NBIRD 1806-SAM-FRS-SO, 6" POP -JP SPRAY RAINBIRD 1806- 5AM- PR5 -8VAN, 6" POP -UP SPRAY RAINBIRG 1806- 5AM - PRA -5F, 6" POP -OP SPRAY RA1I�IRD 1 806- 5AM- PRS -5H, 6" POP-UP SPRAY RAINBIR.: 1806 - SAM- PR5 -50. b'' POP -UP SPRAY RA'NBI!2D 1806 - SAM -PR5 -5VAN. b' POP -UP SPRAY RAIN BIRD 1806 SAM PR5 15EST, 6" POP SPRAY RAiNBIR^✓ 1800 5AM PRS 1555T, b" POP SPRAY RAINBIRD 100-PEE, 1' REMOTE CONTROL VALVE RAINBIR*, 150 -PF13. 1 -V2" REMOTE CONTROL VALVE RAINBIRD 44RC, !' QUICK COUPLING VALVE EXISTING I -1/2" IRRIGATION METER WITH DOUBLE CHECK VALVE ASSEMBLY EXISTING CONTROOLER TO BE REPLACE, WITH RAINBIRD ESP 20LX +, MULTI- PROGRAM HYBRID CONTROLLER GLASS 200 PVC, T MAINLINE. CLASS 200 PVC LATERAL L E (SIZE AS NOTED) SCHEDULE 40 PVC SLEEVIN6 (MICE SIZE OF INTERIOR PIPE) PEW VALVE GALLOUT EXISTING VALVE GALLOUT EXISTING VALVE EXISTING IRRIGATION HEADS AND LATERALS I P.S.I. 30 30 30 30 30 30 30 30 30 Sc 50 50 30 30 30 30 30 30 30 30 30 30 30 30 30 RADIUS 12' 1,2 12 ' 12' 10' 10' 10 ' e 8' 8' 8' 5' 5' 5' 5' 5' 4x15 4x30 •••••■ 6.P.M. B' 1.85 0.43 x.85 2.60 130 0.87 0.65 1.42 1.57 0.19 0.52 039 157 0. 0.52 0.3 1.1 0.41 0 .20 0.10 060 EXISTING 1 -1/2' METER AND BACK FLOW PREVENTER TO REMAIN. i I / • 0 N N Brumbaugh & Associates Lan dscop eArchitecture 600 North 85th Street , Suite 102 Seattle, WA 98103 -3826 Telephone 206 782 3650 Facsimile 206 782 3675 �,• rs I) �t ■ k or. • SHEET TITLE /NUMBER • JJ5 COLLINS rn 3 D Z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON 98004 -5118 T• 425 889 3333 F 425 828 9116 COLLINSWOERMAN.001.1 RiverPoint Corporate Center 18200 & 18300 CASCADE AVE. S0. TUKWILA, WA 98188 • •. S S U E D MARK PATE DESCRIPTION 8/12/02 OWNER REVIEW 9/12/02 PRICING SET 1/17/03 PEMIT SET 3/18/03 TREE REVISION PROJECT NUMBER ISSUE DATE DRAWN ev SFK L ... • = yr.... "w. :�6..y., . '' IRRIGATION PLAN 3.0 F 0 R • 02029.00 4,!22/02 OW OF WRIVILA MAR 1 9 2003 t • w.. Alto"'" a1{ DUILDIN6 WALL I•EW AUTOMATIC CONTROLLER TO REPLACE ExISTIN6 EXI5TIN6 P.V.G. CONDUIT FOR CONTROLLER WIRES FINISH GRADE '' a WALL MOUNT CONTROLLER NT5 QUICK COUPLING VALVE NT5 COMPACT SUBGRADE PER BAGKFiLL I TRENCHING SPECIFYCA "'ONS r _ pAviNG SLFfVINb DETAIL Nrs v eft X NOTE: INSTALL ALL MIRING PER LOCAL CODE rINISH GRADE 1/2" IN LAWN AREAS 2" IN BED AREAS CARSON b" VALVE BOX AS SPECIFIED BAGKF!LL PVC SCH. 40 SLEEVIN6 MIN. 2X DIA. 7 ENCLOSED PIPE 2" PVC SGh 40 WIRE SLEEVE --- PEA GRAVEL GALV. NIPPLE (3) bA4V. STREET ELLS PVC FITTING IZ3 PVC MAINLINE NOTE: BACKFILL TO BE FREE OF ROCK OR DEBRIS LARGER THAN I' DIA. ABSOLUTELY NO ROCK OR DEBRIS SHALL BE PLACED DIRECTLY ADJACENT TO ANY PIPE QUICK GOUPL ING VALVE NOTE AL,. GALV. FI71 TO SE PAINTED WIT ROOFING TAR ENUS!ON r 4 �-- If IN LAPIN AREAS, 2' IN BED AREAS. PROVIDE FOR A 24' LOOP OF EXCESS WIRE. 'SM1 DRY SPACE GOMECTORS STANDARD CARSON 12' VALVE BOX MAINLINE. PEA 6RAVEL. C0c REMOTE NTROL VALVE 2 IIIIISA �' all1 =1111= _ II IIIIII IIIIII 111111= "I E alb 111111mm PVC LATERAL LINE - I NOTE: THIS DETAIL .APPLIES ONLY TO POP -UP SPRAY SPRINKLER HEADS INSTALL ALL STREAM ROTOR SPRINKLER HEADS ON TRIPLE SWING ASSEMBLIES POP-UP HEAD / FUNNY PIPE d et t -x *�; t >; »; 4 ' .:. '. : :: ';'' ' ' ∎ - : t TOPSOIL :�.�.+: -s tom•: ti .. a'� :: � � :.�.•. :�.- • , . SCH 40 PVC MAINLINE TEE. (- FINISH GRADE PVC LATERAL PVC MAIN VALVE WIRING NOTE: BACKFILL TO BE FREE OF ROCK OR OEBR 5 LARGER THAN I' DIA. ABSOLUTELY NO ROCK OR DEBRIS SHALL BE PLACED DIRECTLY ADJACENT TO ANY PIPE TRENGHIN6 DETAIL F-- FINISH 6RADE ELECTRIC CONTROL VALVE PVC SCH. S0 T.O.E. NIPPLE (SIZE FOR VALVE). PVC 5X3 q0'. PVC GLASS 200. (SAME AS NIXED). INSTALL POP -UP SPRINKLER HEADS 3" ABOVE GRADE AND ADJUST TO FINISH GRADE. SEE PLAN FOR MODEL AND BRAND (I) MARLEX FITTING (2) SPIRAL BARB FITTINGS SWING PIPE (IS" MAX.) I-- PVC SCH. 40 ELL (OR TEE) NI1E III III, IIIII „'It IRRIGATION NOTES I. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WORK. PROTECT ALL NEW AND EXISTING UTILITIES. PROMPTLY NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICT BETWEEN PROPOSE^ WORK AND OBSTRUCTIONS. 2. PLAN 15 DIAGRAMMATIC, FIELD VERIFY EXISTING INFORMATION. IRRIGATION CONTRACTOR TO ACTIVATE AND RUN EXISTING IRRIGATION SYSTEM TO FAMILIARIZE HIMSELF WITH CONDITION AND LOCATION OF EXISTING IRRIGATION ELEMENTS. RECORD DRAWINGS ARE NOT AVAILABLE. IRRIGATION CONTRACTOR SHALL PROVIDE PROTECTION OF ALL PROPERTY, PERSONS, WORK IN PROGRESS, STRUCTURES, UTILITIES, YAKS, CURBS, PAVED SURFACES AND EXISTING LANDSCAPE AND IRRIGATION TO REMAIN DURING THE INSTALLATION OF LANDSCAPE AND IRRIGATION WORK. VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF WORK AND PROTECT SAID UT'LITIES. 4. IRRIGATION CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS AND FEES AS REQUIRED BY APPLICABLE CODES AND ORDINANCES FOR THIS WORK. ALL WORK TO BE INSTALLED PER LOCAL CODE REQUIREMENTS AND MANUFACTURE'S SPECIFICATIONS. 5. LANDSCAPE CONTRACTOR TO SIZE LATERAL PIPE LINES ACCORDING TO PIPE SIZING CHART PROVIDED. b. GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR COMMENCING AT THE TIME OF FINAL ACCEPTANCE. THIS GUARANTEE DOES NOT APPLY TO WORK OR DAMAGE DONE TO THE IRRIGATION SYSTEM BY OTHERS AFTER FINAL ACCEPTANCE. 1. PRIOR TO FINAL ACCEPTANCE PROVIDE THE OM ER WITH A SET OF CLEARLY DRAWN REPRODUCIBLE REc.ORD DRAWINGS SHOWING ACTUAL LOGAT,ON AND TYPE OF ALL NEW !RRIGATION ELEMENTS INSTALLED. 8. CARE 15 TO BE TAKEN NOT TO DAMAGE EXISTING TREE ROOTS HAND DIGGING WILL BE REQUIRED WITHIN DRIP LINE OF ALL TREES TO REMAIN. ci. RECONNECT AND REPAIR MAINLINE CONNECTIONS FOR OUTER IRR CATION ZONES DAMAGED DURING CONSTRUCTION AROUND BU ILDIN6. INSTALL POP -UP ROTOR HEADS 3" ABOVE GRADE AND ADJUST TO FINISH GRADE. SEE PLAN FOR MODEL AND BRAND FINISH GRADE (3) MARLEX STREET ELLS PVC SCH. 80 THREADED NIPPLE -MIN. 8° LENGTH NOTE: I. ADAPTORS OR BUSHINGS WHICH MAY BE REQUIRED FOR PROPER INSTALLAT'ON ARE NOT SHOWN C NTS POP-UP ROTOR / TRIPLE SWING O3•40 Brumbaugh & Associates Lan dscopeArchit ecture 600 North 85th Street , Suite 102 Seattle, WA 98103 -3826 Telephone 206 782 3650 Facsimile 206 782 3675 _...,4...__..... . r► • COLLINS rn azP 3 z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON 98004 -5118 T- 425 889 3333 F• 425 828 9116 COLLINSWOERMAN.COI.I RiverPoint Corporate Center 18200 & 18300 CASCADE AVE. S0. TUKWILA, WA 98188 ISSUED FOR • MARK „WE DESCRIr TION 8/12/02 OWNER REVIEW 9/12/02 PRICING SET 1/17/03 PEM I T SET 3/18/03 TREE REVISION PROJECT NUMBER 02029.00 ISSUE DATE 4/22/02 DRAWN BY SFK IRRIGATION �s SCHEDULE AND NOTES L- 3.1 ROCENED MAR 1 9 2003 • SKEET TITLE /NUMBER • - iF • • • • • • • I • E 0S1. CONC. YM�T C C SETBACK TYP. DIST. TEL 11045. - - - - - - - - - - -- 11 10 C !c lc 9 � / C V,c) C .O. • /— •= _ 5 _E_ _2: O• • p 2. SEE L1.0 FOR LANDSCAPE DEMOLUTIOh WORK. 345.04' oamNc CONC. pWEMAY 9 r NOTES 1. SEE Al2 & A1.3 FOR NEW CURB WORK. D(15fNiC CURBS TO REMAIN UNLESS OTHERWISE NOTED. C C 10' OM EASEMENT ----f • CO E LIO0V4C 1Tir116E0R1ER PAD CASCADE AVENUE SOUTH BLDG. 1 • OMMON..11/8/I WIN • ••••w••-• 13 9 • • • WEST VALLEY HIGHWAY 5 6 TRJISH ENCLOSURE C • 11 4 • INSTAL" NEW CONC. STEPS ON EXISTING GRADE. NO EXCAVATION TO OCCUR ON DIKE. O REMOVE EXISTING LT. FIXTURES, CONC PAVEMENT, PLANTINGS AND EARTH AS NECESSARY TO INSTALL NEW WORK. \4■II KEYNOTES <> REMOVE F)IISIING ASPHALT & BASE AS NECESSARY. O4 REMOVE OfIS11NG CONC TRASH ENCLOSURE & SLAB. O5 REMOVE BROKEN CURB. REPLACE N/ NEW CURBING TO MATCH NEICHBORArG M HEIGHT & PROFILE. O. CLEANLY CUT ALL TREE ROOTS 015NNBED BY CURB RELOCATION 0 EXIST. 18' LONDON PINE TREE. 7 --0051114C c011C ORMINY 11 • •• ••••••• - •••■••, W 1 E 645.35' --- - - - - -- - - • 7 • SITE PLAN SCALE: 1" = 30' -0" -- •- � - -��.. �_. _.�� _ -w.. .. ��_._+..•� - K - ; G ` 1o UTUIY EII (NT D ,. • EOSINS TRIM6i0f0ER PAD BLDG. 2 (IDENTICAL TO BLDG. 1) 13 U I n 11 12 C 14 • L 1 efiV3 16 • • s • • • • TRAILHEAD PARKING (NO VEHICLE ACCESS TO OR FROM EXIST. OFFICE BLDG SURFACE PARKING LOT) N 11'28'50" E 141.37' Corporate Center - ASPHALT IRAQ z W W ''°.1m; ■ ; // q \ �3l4 ../ „/ 3/'. . 1,:,5 j, 7 //// . ,/ /// l o \ d' ♦ ♦ \ / . .0 •G 'S \ ■ • ■ • • \ .y \ `A ■ • • °o. • ♦ �Q • Nab • CDLLINIS rn z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004 -5118 T • 425 889 3333 F•4258289116 COLLINSWOERMAN.COM RiverPoint 18200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 • ISSUED FOR • MARK DATE 'QESCRIPTION 3/19/03 SITE REVISION 1/28/03 PERMIT SUBMITTAL Ll\ 9/30/02 ADDENDUM 1 PROJECT NUMBER 02029.00 ISSUE DATE 4/22/02 DRAWN BY AED A1.1 O y i� SHEET TITLE /NUMBER SITE PLAN: DEMOLITION WORK Das c LT. ENDURE TO REIYW ETOSTNG CATCH BASSI TYPE M OL & RAID SEPARATOR 53,626 SF -O REM* 1H1S PM PAINT ENTIRE BUILDING (NO WORK WITHIN THIS BLDG) In 6'4 LSD PANT CURB 'IRAN t STENCIL NO PACING Rai WWI IR 1 10 X 16 PUIKTER AUCNED w/ SOLD RT -UP RCS TYP. 53,626 SF PAINT ENTIRE BUILDING (ALL NEW WORK SHOWN THIS SET OCCURS HERE) DOOR TO PR NESS ROOM BLDG. 2 PRESSURE 1101 & REPLACE XS (IX) 0 All %CONOARY ENTRES. TYP SEE SIT. A1.4 FIR DTI 15/16 DESIGN LL STRATED TO CONVEY (MALL SIZE AND APPEARANCE. ACTUAL oETAIED SIGN DESIGN BY MOS. 5x11 TO BE MATERNALLY LAMED d TO rzommm ems DOSING DICLOSURE WI NEW CA MI All V AlL • ACES 1 TENCH TYP. PANT CURB nipx E SIDQi NO PAM( DOSING ELVES 10 REMAN EXISTING PARKING LAYOUT —i" PECK WIG-, ri END Cr DOSING 5'-O' - CONCRRTE 90E1ALK • 345.04' No NOTES 1. EXISTING ASPHALT 0 PARKING LOT TO REMAIN UNLESS OTHERWISE NOTED. PATCH EDGES FLUSH W/ Df151NG 0 NEW CURB AREAS. 1. CONTRACTOR TO FABRICATE PLYWD. MOCKUP OF SIGN 11 FOR OWNER REAR OF SIZE & LOCATION, PRIOR TO CONSTRUC LION OF F1MAI SIGN. 3. FOR VERTICAL DIMENSION STARTING POINT, ASSUME BOTTOM OF EXISTING 1ST FLOOR WINDOW ASSEMBLY TO BE +0. 4. REMOVE ALL EXISTING SIGN POSTS AROUND SITE PERIMETER UNLESS NOTED OTHERWISE. 5. SEE IMNDST,APE DRAWINGS FOR NEW PLANTING PLAN a PAINTING REMOVAL 6. BLACK OUT EASING YELLOW STENCILED 'NO PARKING' LETTERING • PARKING LOTS. 7. PREP & PAINT EXISTING PARKING LOT LT. FACTURE HOUSING, POLES & BASE PLATES. FOR NEW PAVING DETAIL DOS111G FU1URE s 0 DOSING COLIC. DRIkey / — POSTS TO RERAN 10' tam EASEMENT - --.� 011 OM IN ■11111NNIN. IIII WEST VALLEY HIGHWAY 1/A1.3 CASCADE AVENUE SOUTH IN IN PATCH ASPFMLT R a IND r cUSTNG FUME S l 1.3 • HOSTING CONC. DRNEwr POSTS 10 MAIN REPLACE CURB -1 �r STEPS ND -PARIQ G ZONE LT FUTURE POLE I CT CONC FOUNDATION. I, 2/A1.3 DO51NG CATCH NM TYPE I C C C I 9.13PE UP 6 0 1.11 MAX. r -PATCH ASPHALT • - MINN••• MI M W 1'28'50" = NEW CURB IP IN E�(ISTMJG PARKING LAYOUT 1 I PATCH ASPHALT 19 NEx cum Enc( i' 0 1 SITE PLAN 645.35' v • PARKING TOTALS 403 STALLS TOTAL 45 COMPACT STALLS = 11% OF TOTAL STALLS (STALLS U USTRATED REQUIRE RESTRIPING) KEY EXISTING CURB LINE TO REMAIN = NEW SIDEWALK / PLAZA AREA • • Nay / IMUR WENDT MI ORMER PAD 41 "... 4 .100 " R \6 0 • / conc. DRIVETIAY .` • • • 11� •• • o I ' NMI ENTRY LOCATION (DOES NOT K ESS SITE) N 1'28'50" E 147 37' • • 0 DOST. BOLiARDs • • • • •• • • • • a ENSTNG PPSIALT TEAL Z LLJ W 0 • • � CAW w■olc LOT -- _CMS (NIPROMMTE LDCATXTN) NEW STEPS SEE DTL 12 SIT. A1.4 . •, -->,„, ‘ • \ . •• F \. • • \ • SEE ALT #3 • • n 0 DRAWN BY •�_ • SHEET TITLE /NUMBER • r4.••••••■.... tic.. 4 CLLINS rn 3 z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004-5118 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN.COM RiverPoint Corporate Center 18200 & 1 8300 CASCADE AVE. SO. TUKWILA, WA 98188 • ISSUED FOR • MARK DA1 E DESCRIPTION PROJECT NUMBER ISSUE DATE 3/19/03 SITE REVISION 1 /28/03 PERMIT SUBMITTAL 9/30/02 ADDENDUM 1 a A MAR 1 9 v03 PROPOSED SITE PLAN A1.2 02029.00 4/22/02 AED RAM CENTER • i 4 • al 4 o 40 V - 5V2 � -6 T.O.W. -2 /r -0 1/2" F.O. EXISTING BUILDING --7 w EQ E -D! PLANTING BED 33'- • R 20' -1 • OD 1 ' 1p e C V NEW DOOR U 18' -- 0' 9' -6' / 6' -0' I ,f -- =- - ---,' • TYP 12' -0' BLDG. #2 5' Btrtv EQ 111 0 ruwiEas 0 RANTERS 1 R FACE OF EXIST BUILDING /it 11 1/4' EXISTING SLAB TO REMAIN SAW CUT EDGE BLDG. #1 rim%. L sc 87' -0' NEW STRIPING Mr RANTER WALL sr4 NEW STRIPING TO MATCH EXITING IN COLOR & WIDTH OF STRIPE (11P) 62'_0 NEW STRIPING 16' - 0' FACE OF EXIST BIDG\ • T.O.W. 6' TYP. 12' -0' • • • • • • BLDG. #2 EXIST CURB • L ' i NEW Cum 1 1 1 1 a r 1)03-04'3 r -- BROOM - FINISH (NON COLORED) CONCRETE DRIVEWAY SLAB W/ EXPANSION & CONTROL JOINTS , AS SHOWN. FLUSH TO ASPHALT EXISTING STRIPING TO REMAIN ENLARGED SITE PLAN SCALE: 1/8" = 1 ' - 0" WID MIND ENLARGED SITE PLAN NEW CONC STAIRS - 1 1/2' E RR (MAX) 10 -11 TOTAL EQ RS EXISTING TREE TO REMAIN EXISTING TREE TO REMAIN air SCALE: 1/8" ; 1 "' 0 " "Mr.:AP/NW Ain Itrr ArtdrAgallif • OVERALL ACTUAL AUGNME NT A _ _ _- TO BE FED VERIFIED SO AS 1111/ TO ONLY REMOVE ONE PARKING STALL ENLARGED SITE PLAN Sim ine 1 1 r 1 I I 1 1 1 I ., wr_: ac. ._..sr .Fr.:xawr �r ua�.- +.ar.r - ..u - _aswr+�lr ,..., , .. �. Llrl' . ••q., . r V KEYNOTES: CO ib SEE ALT #3 171 O NOT USED. CONCRETE COLOR #1 CONCRETE COLOR #2 EXPANSION JOINT TYP 8' -0 FREE STANDING BENCH, CENTER BETWEEN PLANTERS WHERE APPLICABLE EXISTING FIRE HYDRANT NEW MTL BOLLARD W /INTEGRAL 'JGHT1NG PROVIDE POWER (TYPE 'L' FIXTURE) NEW CONCRETE SEAT WALLS (CONC COLOR 12) NEW BIKE RACK NEW LIGHT FIXTURE (TYPE 'M') NEW CONC CANOPY COLUMN (CONC COLOR 12) 13 NEW DIRECTORY SIGNAGE 14 SECURITY CARD READER POST (ALT {1) KEY = NEW CURB NOTES 1. FOR PLAITING BED INFORMATION SEE LANDSCAPE DRAWINGS. 2. FOR VERTICAL DIMENSION STARTING POINT, ASSUME BOTTOM OF EXISTING WINDOW ASSEMBLY TO BE +O. •.- .r • bf ,.• : . - - t --► c , CDLLINS rn 3 D z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004 -5118 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN.COM RiverPoint Corporate Center 18200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 DRAWN BY • ISSUED FOR • MARK DATE t DESCRIPTION 3/19/03 SITE REVISION I c 1 /28/03 PERMIT SUBMITTAL 9/30/02 ADDENDUM 1 PROJECT NUMBER 02029.00 ISSUE DATE 4/22/02 • SHEET TITLE /NUMBER • ENLARGED SITE PLAN A1.3 .••• r .: MMr: -•4 s_ -.a tr . .awalle.ill1011s0.s.lwr• • ....; C Y OF TUKFatA MA R l 9 2G03 min alma AED • RECEIVER) *•V: FiJaacss APPROX. LINE OF EX1S'ING GRADE STAIR TO TRAIL 1/4- = 1.-er r U, c - L z COMPACTED FILL 1 NOTE: SIGN TO BE INTERNALLY ILLUMIN'.TEO. CC TO PROVIDE POWER TO SIGN BASE. FINAL CONNECTION BY SIGF FABRICATOR (N.I.C.) L r CAST-0-PM( CONCRETE S?X'D & PNNTfD WI ' 1/2' REVEALS 10 MATCH CANOPY SLOE 1 TOP 11'4 9 -d' SIGN T-Cla SIGN PANEL BY OTHER STL PLATE IMBED. 0 2 LOCATIONS PER LEG (TO BE DETERMINED) 2 1 /2" X 1' D REVEAL TYP. FOR FOUNDATION DESIGN SEE STRUCTURAL NE ELEV. - MONUMENT SIGN 1/7 = l'-o" DESIGN ILLUSTRATED TO CONVEY OVERALL SIZE AND APPEARANCE ACTUAL DETAILED SIGN DESIGN BY OTHERS SIGN TO BE INTERNALLY ILLUMINATED & TO CONFORM W /CODE & ZONING REGULATIONS 13' -10' +/- APPROX. CREST OF BERM SIGN BOARD CONC. CORNER PYLON NEW CONC STAR ON COMPACTED Fit AS OCCURS PER PLAN. SEE SHT C -4. SEE STRUCTURAL PLAN FOR FTC. DESIGN PLAN - MONUMENT SIGN .,r = r NEW CONC. SLAB Oh COMPACTED Flit. SEE SIT C-4.; ASPHALT TRAIL COLLINS rn 3 Z 1•1 SWIM A.1W.JI .11.111•11.M1 •1/1 ND NC Ur.. WrIr• 01...••N 41 t• •.O• 1111••1• •WO'.••NW. u. w rnR..N •[ COON COMM 1,11.4. A WA Mel . _� • I$$Yld ror • W'MMir"' 1152521 LIM lb r.egu11•AAArk I A ..n \s,,, kra CONCRETE STIUR ASK -1 Maui F' �1. F; • 0202913A1.4 0202916A1.4 1r 1 1/2' PRFMOULDED FIBER EXPANSION JOINT MATERIAL • &NEE T TITlS /NUM•ER • CAST IN PUCE CONCRETE PAD NOTE: ALL EXPOSED CONCRETE SEATWALL SURFACES TO RECEIVE MEDIUM SAND BLAST FINISH a . 174Ik�lEdlkilkili=w= CONC SEAT WALL SECTION • 0202911 -M4 BENCH PER APPROX. UNE OF EXISTING GRADE EXISTING CURB EXP. JT. NEW CONC. WALK - OST TO CONC. EXTRUDED CURB 1/4' = 1' -O BT. OF EXTERIOR WINDT FRAM COLORED CONCRETE PER PUN 11} C.I.P. SEATWALL JOINT SEATING @ TRAIL' LOW" LE-FT 13 PLANTER WALL SECTION yr -10 r -C ClG441[C, 3/4' np STAIR AS OCCURS PER PLAN 0 TOP OF CONCRETE SEAT WALL EXPOSED FACE Of CAST IN PLACE CONCRETE SEATWALL 45 CHAMFER, ALL CORNERS TYP — FINISHED GRADE ASPHALT PAVING 02520 -01 45 'V' SHAPED TOOLED JOINT 0202912 -A14 GLAVANIZED STL NEW CONC. . ' : ON COMP • ' FILL S HT. C -4 ASPHALT TRAIL R.W. PER STRUCTURAL BEYOND 0202916A14 NOTE: ALL UNITS ARE INTERLOCKING, SELF - ALIGNING & SELF SLOPING PISA II WALL CAP PISA II WALL BLOCK SPECIFIED TOPSOIL MIX SEE LANDSCAPE DRAWINGS - BURY ONE COURSE COMPACTED 5/8' ( -) CRUSHED ROCK BASE COMPACTED SUBGRADE 0202915A1.4 13 REBAR AT 12" O.C., BOTH WAYS, TYP COMPACTED SUBGRADE TO CODE r A .� L, (JAMB @ GATE j r , r-v PLAN @ TRASH ENCLOSURE 4,4 4 � -r =�' i 4 '- 6 ' --•°F 15'-0' 3/4' = 1' -0" r �� L • SLOPE DN DISABLED PA 0483 I l t °. \- NEW C - - CONCRETE WALLS TO 7' -0r HT. (PAINT TO MATCH BUILDING) NEW CONC. FTC. PER STRUCT. 4' CONC. SLAB r • EXISTING CONC. PANEL OR NEW CONC WALL AS OCCURS DOUBLE 3X6 FRAME W/ LAP JOINT AT CORNER - EXISTING OR NEW TYP. I ,J NEW 3/8' X 5 BOLTS STL FLAT STL ANGLE MTL. LOUVER SCREEN TYPE INTERIOR STL. BRACING STL LOUVERS - TYPE ON STL. FRAME ALIGN 020291 BA 1. d 0202906A1a NEW 4' CONC. SLAB FLUSH W/ EXIST. ASPHALT 0 DOOR EDGE ASPHALT 12' SR. CANE BOLT 0 EA. GATE PROVIDE HOLE IN SLAB TO ACCEPT BOLT EAST ELEV. @ TRASH ENCL. 0202908A14 GALVANIZED MOUNTING BOLTS PREFABICATEO SIGN FJ 4' DIA PAINTED STL POST w/ CAP FLUSH WITH FINISH GRADE NEW CONC. SLAB AS OCCURS SET POST IN CONC • NOTE: INSTALL SIGN AT ALL ACCESSIBLE PARKING STALLS. SPACES DESIGNATED FOR VAN PARKING SHALL HAVE ADDITIONAL SIGN 'VAN ACCESSIBLE" MOUNTED BELOW ACCESSIBLE PARKING SIGN 10425 -01 reft!""el ii= 111J.f.L11�1 _1111-f-111 =1I I1= CONCRETE SIDEWALK PLANTING OR NON - WALKING I SURFACE (4' SIDEWALK AT RETURNED CURB s = , Q • EXTRUDED CURB = 1.--cr ACCESSIBLE RAMP 3' = 5' -0' TYP - PROVIDE DETECTABLE WARNING TEXTURE URE PER CODE, TYPICAL Al, WHEELCHAIR RAMPS ACCESSIBLE RAMP SECTIONS 1/4 � CONCRETE ASPHALT PAVING - -! ROCK BASE CONTRACTOR OFMON STEEL If BARS • FT EA SIDE OF EVERY JOINT OR USE AN ADHESIVE' SIDEWALK RAMP w ' DETECTABLE ACCESSIBUIHY TEXTURE PER COOL TYPICAL CONC CURB FLUSH tot PAVEMENT HC PARKING SIGN TD(TURED SURFACE BARRIER FREE CURB CUT 02520 -01 02770 -01 02770 -02 02770 -03 flf ;104.1 AS - .� • 02840 -02 COLLft rn 3 z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004 -5118 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN.COM RiverPoint Corporate Center 18200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 • ISSUED FOR • MARK DATE DESCRIPTION Q 3/19/03 SITE REVISION Q 1 /28/03 PERMIT SUBMITTAL �) 9/30/02 ADDENDUM 1 PROJECT NUMBER 02029.00 ISSUE DATE 4/22/02 AED DRAWN BY 43s i f T r SITE DETAILS .,1. A MAR 1 9 2 003 PIMP'n A 1.4 • SHEET TITLE /NUMBER • 4' • , L2) 1 1 I i 1 1 I; ,; I; 1 1 1 J . 1 I 1 1 1 1 4- .- L. - -1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ( - 4-- 1 1 ' � er 11 r a-- r--- -I-- -1 - -.. a-- -1-- 1 r -- 1 -- ; - - * --,- � - i I I I I 1 1 1 I , I I 11 1 1 1 1 1 , 1 1 I/ 1 1 -" _ 1 go :_4_ - -�'�� -- . 1-- t� T - L - �- - , el -; \1 1 1 I I � 1 ` I T - 11 , , 1 •1 1 i 11 I , L 1 `r -11- �- -T -v V-4 - 1 1 1 , / •1 -I -1 _ 1 I\_./ / 11 _ 1 -r--1 /1 _ • 1 1 1 ` 11 1 -�, , 1 7 . - 1 1 I 1 1 1 1 I 1 1 1 1 1- 1 I I 1 I 1 1 I 1 1 I 1 1 1 1 1 1 1 1 I I I II II I I 1 11 II 11 II II t� 1 1 )\ 11 - - , , r 1 _ 1 1 1 1 1 1 `r -1 1 � /, 1 � s "I, I 1 I - - i ▪ ■ 1 1 t , 1 1 1 1 1 1 1 1 1 I I I 1 1 1 1 1 ' 1 I 4 1 1 - - -- t - -r- 11 --t-- - - r-- -1 - -T - -1 -' - -' -- r -1 - -j- `r-- ; -,R - , -- 1 -- I• - -,-- 1 -- T-- r- -1 - -t- 1 - j - --} -- - --1-- J- -tic L_� 1 1 1 I I 1 ' I I 1 I I -, I I 1 1 1 I - i I 7 , 1 t I 1 I 1 1 1 1 , I I 1 1 I r - 1 +- 1 I 1 1 1 , 1 1 1 1 , I , 1 ta ' - � " : w?. �'l`'. i ce -�•j.� `:; ENLARGED DEMO PLAN SCALE'. 1/0 = 1 0" 4 0 1 I, I II i i 1 • 1 1 1 i % 1 II II u ii 11 11 11 11 11 II 1 I 1 11 11 it 1 ; 1 I I I 1 I t 1 I 1 i t —4 I 1. I ,t 11 T I r � _ _11 11 • • I i .. -/.1 -/.1 II ,I I I I I 1 1 4 ' 1 \` , T 1 1 1 1 t 1 I 1 1 1 I I I 1 1 1 1 1 I I I I I I 1 I I ' , I t 1 r. - - 1 1 1 ■ 1 ■ 1 I 1 II 1 F 1 , 1 1 , 1 1 1 1 1 1 1 I 1 p 1 1, ' . I r � r ( I I 1 ▪ 1 �I It 1 f rmotimommummif � 1�, J - I II L..' 11 ��..J II In 1 11 II 11 ,� II 11 1 1 I II 11 9 11 1 1, Ii Ii 11 I 11 , I 1 11 ... . JL __ JL Ir �1 u 1 1 11111111 \ UPI- f.t-I-1-1 _I- +4- - - N 111111111 1\, 1 el.14=16L11 V 1 STAIR 1 1 1 I I 4 3 4 1 4 I l T- i ' M N I I N 1'j O 111111111111•1111 MS 11111111111111111111111111111111111111 11111111111111111111111111111111111111 11111111111111111111111111111111111111 ii 11 11 11\ � I ' ; ; I I I I JI L ' I 4' I 11 � 1 % , I I \ %. -J 11 � 11 11 II 11 14 1 I1 11 11 11 11 4 II ii 11 II II 11 1 1 11 II 11 II JI 6 11 a ! OTES 1 I 11 ,1 11 11 II 11 11 1 11 II II 11 I; 11 ii II 1 I 1 1 II j - • • 1 11 \ 1 1, l 1, 1 • 1 14 . - - - - - 11 II ^ ' • I I 11 1 I 1 11 ii 1 11 II I I 1 11 ii 1 11 ii ' II 11 JL FIRST FLOOR DEMO PLAN SCALE: 1/8" = V-0" —0" KEY = EXISTING WALLS TO REMAIN = WALLS / DOORS TO BE DEMOLISHED FIRST FLOOR KEYNOTES: SALVAGE WC AND URINALS FOR REINSTALLATION O CARPET TO REMAIN IN THIS SPACE ONLY. REMOVE ALL OTHER CARPET ON 1ST FLR. INCLUDING EXIT STAIR CARPETING 0 BOTH LANDINGS. REMOVE STAIR IN its ErrriREn O. REMOVE CEILING 0 LOBBY, ELEV. LOBBY AND CORRIDOR 0 TOILETS. SEE SHEET A6.1 FOR FURTHER CEWNG INFORMATION. OS EXIST. FIRE DEPT. PANEL TO REMAIN O6 DUSTING LOBBY AND CORRIDOR TILES TO REMAIN. THE TILES WILL BE COVERED BY A NEW FINISH BOOR. QUARRY TILE 6' BASE TO BE REMOVED. REMOVE CORNER GUARDS. O7 REMOVE NECESSARY SOFFITS IN RESTROOMS TO CONFORM WITH NEW DESIGN. PATCH ADJACENT WALLS AT ALL REMOVED PARTITIONS. 4. SALVAGE AND REINSTALL ARE EXTINGUISHERS PER COOS. SALVAGE NIUMINATED EXITS SIGNS FOR REINSTALLATION WHERE APPLICABLE AND COOS COMPLIANT. 1. REMOVE ALL SUPPLEMENTAL HEATING / COOLING UNITS NOT PART OF SHELL BLDG. CORE EQUIPMENT REQUIREMENTS. n 11 ii 11 11 11 11 1 1 11 11 II 11 11 11 11 I I 2. REMOVE ALL RAISED FLOORING AND ATTACHMENTS. BRING FINISH SURFACE TO (LUSH W/ EXISTING 0 ALL REMOVED ATTACHMENT AREAS. 3. REMOVE All SUPPLEMENTAL PHONE BOARDS, ELEC. TRANSFORMERS & WALL -WD. ELECTRICAL UNITS. (POWER TO BE TERMINATED AT ELECTRICAL J BOXES). GIP OFF & FIRE STOP ALL PENETRATIONS THROUGH RATED ASSEMBLIES CAUSED BY REMOVAL OF EXISTING CONDUITS, PIPES ETC. IL n r REMOVE EXISTING SPRINKLER HEADS THRUOUT 1ST B.R. & INSTALL NEW SEMI - FLUSH HEADS W/ CLG. PLANE. (COVERAGE PER CODE). 1 - A 1 043 C� ri 1 k t . - r: .yam: ._. .H. • `•. CtLLI NS rn 3 D Z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004 -5118 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN COM RiverPoint Corporate Center 1 8200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 • ISSUED FOR • MARK DATE DESCRIPTION L 3/19/03 SITE REVISION Q 1 /28/03 PERMIT SUBMITTAL 9/30/02 ADDENDUM 1 PROJECT NUMBER 02029.00 ISSUE DATE 4/22/02 DRAWN BY AED/TEJ ar' of n MAR 1 9 (GC? OMIT 0111111111 • SHEET TITLE /NUMBER • BUILDING NO. 2 FIRST FLOOR DEMO PLAN A2.1 +�.ri. `,[�.w+5.r►• -. Mir..J�L/IC.tiI.. 441111..."" 11iu.P+�11..Nk�f,i1,.�.44 1 4s r_. C i No DEMO WORK THIS AREA I 1 I I 1 1 1 1 I 1 1 1 I t / t - I - Ft-r-rt- *t t- -rt+ 4--L 4 - / 208 11 u /. LOBBY 101 I ii /♦ 1 1 1 1 1 1 1 1 1 I _tsa. 111111111 I11 N 11111111111111 01-14 1-I" I`HH+.I -144 -- 1 I 1 1 1 1 1 I 1 I 1 I I 1 .1 =tsssssaarsq 1 1 ill 12 1 1 , 2021 Kits 203 „'• 140 DEMO WORK THIS AREA SCALE: 1 /8" = 1 ' --0" n SECOND FLOOR DEMO PLAN KEY = EXISTING WALLS TO REMAIN REMOVE STAIR IN ITS ENTIRETY REMOVE CARPET REMOVE CEILING 0 LOBBY, ELEV. LOBBY AND CORRIDOR 0 TOILETS. EXIST. FIRE DEPT. PANEL TO REMAIN SALVAGE WC AND URINALS FOR REINSTALLATION REMOVE NECESSARY SOFFTT'S M RESTROOMS 10 CONFORM WITH NEW DESIGN. REMOVE CLOSET DOORS TO PROVIDE AREA OF EVACUATION ASSISTANCE. I , I I I , 1 SECOND FLOOR KEYNOTES: REMOVE SLOPED GLAZING O REMOVE GUARDRAIL PARTITIONS 0 BRIDGE, DUCTWORK, CABLING & GW8 0 UNDERSIDE. (PRIMARY GLU -LAM FRAMING TO REMAIN). = WALLS, DOORS & FLOORING TO BE DEMOLISHED n • REMOVE EXISTING SPRINKLER HEADS THRUOUT 1ST FIR. & INSTALL NEW SEMI - FLUSH HEADS W/ CLG. PLANE. (COVERAGE PER CODE). Pb%Delvv.3 I i I i c, ,.. ' p') • r ^ ) J ` a AL C•c:LLI NS rn 3 F Z 777 1 08TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004 -5118 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN.COM RiverPoint Corporate Center 18200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 • ISSUED FOR • MARK DATE 'DESCRIPTION 3/19/03 SITE REVISION 1/28/03 PERMIT SUBMITTAL 9/30/02 ADDENDUM 1 PROJECT NUMBER 02029.00 ISSUE DATE 4/22/02 DRAWN BY AED/TEJ • SHEET TITLE /NUMBER • BUILDING NO. 2 SECOND FLOOR DEMO PLAN A2.2 CM OF TUN MAR 19 ?1.(0 OPIONIT wnITSP 1 ... .'.-ii 4, . � �.�-' .+i�i.+i- .Lr�. �.�. . �.ii�• -+'��` .�..wiii.."�'..._- ✓.�w�.�•.ril... ..►... a..r.` MMMAM 4 1 SEE ALT #1 • 1 ( BELT'll FUTURE 11832 TENANT( SF 113 A4.4 • 1 1 • P4 P1A L _ P4 P3A .0 Ar e P4 L P2 5 —Cr • ►. ■■ art IIIF A Frasimpli um v.. mous. ® :obl a ■t ■■ ■■.:: 1 . 1• I ■■ ti. w Q rill �I 1018 \ al 1 P2 P2 • ALIGN e Frx 1 �► !� ��� 6 17 Fi r4 4 uw_ri._64 CONItf ENCE 102 0 F3 a.-- P4 MAIL 103 • :' —o 1/2' / I 2' - a 0 4 s I . f e AD MI MI .l� . k ' •. it* 1ST. MECH. & ELEC. ROOM O . 115 a Tow I• co m S •. ► it 108 a 107 Allik„ "V" P4 P2 108B r ' P2 --;) ►t , .. I 109 -, t ✓ ` I �1 109B P4 1A '11q i_rd P4 P4 m 12 P3 410 P3 • • 1118 C - - 4. SEE ALT #1 S. ANA RANI MN MOM 1 1 1 1 1 J & ft�4k 17r it 1 1 1 I i t O i J z 1111111114 i • SEE ALT #2 1A S. • • 1 P 1 - -- • — 010 4 8 ' — O . 11' -6' + j • • 5 � RE� TENANT(S) 1 S IM FIRST FLOOR PLAN SCALE: 1/8" = 1 V = SECURITY / CARD KEY ACCESS. KEY �-- EXISTING WALLS FIRST FLOOR KEYNOTES: 13 NEW RECESSED WALK —OFF MAT. CWB ON MTL. FURRING OR MTL. STUDS OVER EXISTING CONC. TILT —UP WALLS, ALL LOBBY WALLS, EXCEPT WHERE WOOD VENEER PANELING OCCURS. SEE PARTITION TYPES FOR DETAIL. REMODELED BRIDGE WAY ABOVE. NEW C.I.P. COLUMN & FOOTING, FOR NEW CANOPY. NEW STL. AND GLASS CANOPY ABOVE. NEW ANODIZED ALUMINUM STOREFRONT SYSTEM W/ THERMAL BREAK & INSULATED GLAZING. NEW CONC. SLAB 0 EACH SIDE OF EXPANDED 1ST FLOOR LOBBY. NEW STL. STAIR, TO CODE, WI ADA CANE DETECTION RAILING BENEATH. 15 DUSTING EXIT STAIR �4�IQ4B 111 NEW EXTERIOR DOOR, FRAME AND THRESHOLD N EXISTING STOREFRONT. SAW—CUT CONC. AS REQUIRED. NEW FRAME TO MATCH EXISTING DARK BRONZE WINDOW FRAME. TYPICAL TENANT ENTRY W/ RATED RECITE DUSTING STL COLUMN TO REMAIN (TYP.) ROOF DRAIN LEADER ENCLOSURE (TYP.) TO REMAIN NEW EXTERIOR ALUMINUM WINDOW FRAMING WI INSULATED GLAZING & MR. PANEL SURROUND. 43 NEW 1—HOUR PARTITION WITH RATED DOOR AND FRAME ASSEMBLY. 1B 19 • • • • n SIM NOT USED EXISTING 1 —HOUR STAIR ENCLOSURE. EXISTING SPRINKLERED SPRINKLER ROOM BELOW STAIRS TO REMAIN. INSTALL 5/8' TYPE 'X' GWB TO UNDERSIDE OF STAIR. NOTES EXISTING FIRE CONTROL PANEL TO REMAIN EXIST. ELEVATOR CAB TO RECEIVE NEW FINISHES 0 FLOOR, CEILING AND WALLS, TO COMPLY WI CODE FUME— SPRLAD REQUIREMENTS; NEW A.DA COMPLIANT CONTROL PANEL do PHONE; NEW ADA COMPLIANT CALL BUTTONS & SIGNALS AT BOTH LEVELS 1 & 2. NEW CARPET, 4" RESILIENT BASE, CLG. TILES & CLG. GRID, AND LIGHT FIXTURES. ALL WALLS TO RECEIVE NEW PAINT THIS SPACE. NEW DOOR, FRAME & RATED WIRED GLASS RECTTE IN 1 HOUR PARTITION PROVIDE & INSTALL NEW HI — LOW "ADA ACCESSIBLE" DRINKING FOUNTAIN PROVIDE & INSTALL NEW ANODIZED PLUM STOREFRONT SYSTEM AND DOOR. VERIFY DRAFT CURTAIN INTEGRITY 0 CODE INTERVALS THRUOUT 1ST FIR. CLG. VOID. NOTIFY ARCHITECT F NON— COMPLIANT. EXISTING ELECTRICAL CLOSET, DOORS & FRAME TO REMAIN NEW BUILT—IN CASEWORK. SEE A9.1 FOR DRS. PROVIDE DUPLEX ELEC. OUTLETS TO CODE ALONG WALLS 0 ALL TENANT, LOBBY & CONFERENCE ROOM SPACES. 91' -0" MIN. 1 'I • IA IM p p 2698 IELIN NNT(S) T 1YP 0 ALL RATED , RIDORS 1. NEW HVA' SUPPLY & RETURN FOR THE LOBBY WILL REQUIRE NEW DUCTWORK ABOVE 2ND FLR. CLG. 0 LOBBY. ACTUAL DIFFUSER & DUCT SIZES, LOCATIONS, AND MATERIAL WILL BE DETERMINED BY MECHANICAL SUBCONTRACTOR, PROVIDED BY G.C. AND REVIEWED WITH OWNER & ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. FINAL SYSTEM DESIGN TO PROVIDE HEATING & COOUNG SUPPLY & RETURN TO CODE MINIMUMS. 2. PROVIDE UBC APPROVED FIRESTOPPING 0 ALL REMOVED CONDUITS, PIPING & OTHER PENETRATIONS BETWEEN FLOORS FUTURE MAILBOXES W/ COUNTER BELOW 0 36' A.F.F. • ROUGH —IN PLUMBING, WATER SUPPLY & DRAIN LINE TO THIS LOCATION 0 36" A.F.F. INSTALL ADA COMP;JANT SIGNAGE AT ELEVATOR DOOR FRAME JAMBS 0 5'-0' A.F.F. FUTURE 1V LOCATION. PROVIDE SOLID BLOCKING FOR WALL — MOUNTED BRACKE? (BASE 0 6' - 8 ° ). PROVIDE 6'• -0' OF COAXIAL CABLE IN WALL • CLG. FROM OUTLE' AND COVERPL ATE 0 8' 9 A.F.F. 6' MTL. STUDS 0 16 O.C. THS WALL (TO BURY EX. COLUMNS, FLUSH EACH SIDE). NEW CARPET 0 STAIRS & LANDINGS (BOTH FLOORS). PROVIDE & INSTALL EMERGENCY EXITING PUN SIGNACE 0 5' -0' A.F.F. PROVIDE AND INSTALL FIRE DEPT. APPROVED S1GNAGE LOCATING SPRINKLER ROOM 0 5'-0' ABOVE ADJACENT PAVING. PAINT INTERIOR SIDE OF LOWER INFILL PANEL OF EASING EXIT DOOR. RECESS FLOOR CLOSERS 14 SLAB BELOW ALUM THRESHOLD SECURITY CARD READER HOUSING POST (COORDINATE BEFORE CONCRETE POUR). SURFACE MTD CARD READER INSTALL FIVE EXT1NCl/ SHER CABINET. SEE 5/A9.1 FOR DETAIL. PAINT SHEATHED BACKSIDE SURFACE OF NALL PARTITION SLACK. rn z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVIIE WASHINGTON • 98004 5118 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN.COM RiverPoint Corporate Center 18200 & 1 8300 CASCADE AVE. SO. TUKWILA, WA 98188 MARK DATE DESCRIPTION COLLINS • ISSUED FOR • PROJECT NUMBER ISSUE DATE CITY CF ;� %P — 3/19/03 SITE REVISION 1 /28/03 PERMIT SUBMITTAL 9/30/02 ADDENDUM 1 DRAWN BY 44ED/TEJ RECEIVED OTV Or TUKWILA MAR 19 2003 • SHEET TITLE /NUMBER • BUILDING NO. 2 FIRST FLOOR PLAN A2.3 02029.00 4/22/02 • s•.. I- .. -. ►v. +:1r V•eS4Ar : tr.MI ..+ «.: 41 '•Cii•s{ a.. .� �+Y. 6 ii�f itk tie. , �irsl.i.:.1..... - .Iilt;iwt..,��iZ. x.�...i , 4 1 • SEE ALT #1 do J FUTURE TENANTS) 17 5470 SF 206 p LJ ---jj.IIMIMIIIIIIIIIIIIIII o 'SONO MO g o I ' � uR �(S) p MTL. PANE; i ___ ____ II rf I -!-- SEE ALT #1 - -- - J J — T is 7�33 U 9 E SF ENANT(S) 2 + 4 5 0 J I o o i i i NOTES 1. NEW HVAC SUPPLY & RETURN FOR THE LOBBY WILL REQUIRE NEW DUCTWORK ABOVE 2ND FLR. CLG. 0 LOBBY. ACTUAL DIFFUSER & DUCT SIZES, LOCATIONS, AND MATERIAL WILL BE DETERMINED Br MECHANICAL SUBCONTRACTOR, PROVIDED BY G.C. AND RiVIEWED WITH OWNER & ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. FINAL SYSTEM DESIGN TO PROVIDE HEATING & COOLING SUPPLY & RETURN TO CODE MINIMUMS. SECOND FLOOR KEYNOTES: :1 NEW STRUCTURE 0 EXISTING BRIDGE SOUTHSIDE. SEE S ?.? O GWB ON MTL. FURRING OR MTL. STUDS MR EXISTING CONC. TILT —UP WALLS, ALL LOBBY WALLS, EXCEPT WHERE WOOD PANELING OCCURS. SEE PARTITION TYPE FOR DETAIL • NEW STOREFRONT INSULATED GLASS/ ANODIZED ALUMINUM FRAME ASSEMBLY «:: NEW STL STAIR TO CODE WI ADA CANE DETECTION RAIUNG BENEATH O NEW RATED DOOR AND FRAME IN 1 HOUR PARTITION O EXISTING STL COLUMN TO REMAIN (TYP.) 0 ROOF DRAIN LEADER ENCLOSURE (1YP.) O NEW INSULATING GLASS / ALUMINUM WINDOW FRAME ASSEMBLY O NEW STEEL AND GLASS CANOPY <>. EXISTING STAIR. NEW HANDRAIL TO CODE THRU OUT ALL STAIRS. SEE OIL. ? /A ?.? <> EXISTING 1 HOUR ENCLOSURE PARTITION. CONFIRM ASSEMBLY INTEGRITY TO UNDERSIDE OF ROOF DECK. CORRECT ANY DIFFICIENCIES TO BRING ENCLOSURE PARTITION TO COOL. <> AREA OF EVACUATION ASSISTANCE 13 ELEVATOR CAB TO RECEIVE NEW FINISHES 0 FLOOR, CEILING AND WALLS TO COMPLY WITH COOS FUME SPREAD REQUIREMENTS. NEW ADA COMPLIANT CONTROL PANEL AND PHONE. NEW AN COMPLIANT CALL BUTTONS AND SIGNALS AT BOTH LEVELS. (1 & 2) 43:: RENOVATE TOILET ROOM SIMILAR TO 1ST FLOOR. (NO FITNESS ROOM OR LOCKERS THIS LEVEL). . FUTURE TENANT(S) 16 3952 SF 205 o L J SECOND FLOOR PLAN @ BLDG. #2 : 18200 SCALE: 1 /8 = r--0" n <> POSSIBLE FUTURE ' HR RATED CORRIDOR 40 EXISTING HVAC DUCTWORK IN 1 HR SHAFT TO REMAIN <> NEW STL RAILNG TO CODE 18 PROVIDE AND INSTALL EMERGENCY EXITING PLAN SIGNAGE 0 5' -0' A.F.F. 19 VERIFY DRAFT CURTAIN INTEGRITY 0 CODE INTERVALS THRUOUT 2ND FLOOR CLG. VOID. NOTIFY ARCHITECT IF NON-- COMPLVWT. 0 INSTALL FIRE EXTINGUISHER CABINET. SEE 5/A9.1 FOR DETAIL. CDLLI F1S rn 3 D Z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004 -5118 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN.COM • ISSUED FOR • MARK DATE DESCRIPTION 1 I Q 3/19/03 SITE REVISION 9/30/02 ADDENDUM 1 OW OF TUICIMILA MAR 1 9 2003 v�r ca" BUILDING NO. 2 SECOND FLOOR PLAN A2.4 RiverPoint Corporate Center 18200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 'I /28/03 PERMIT SUBMITTAL PROJECT NUMBER 02029.00 ISSUE DATE 4/22/02 DRAWN BY AED/TEJ • SHEET TITLE /NUMBER _,_11.,:_: • FUTURE TENANT � 4 483 SF 1 4 * b 1st IMRE TENANT(S) 12 110 2698 SF SECOND FLOOR FINISH PLAN SCALE: ,fie = ,. o' SCALE: 1/8" in l'—O" FIRST FLOOR FINISH PLAN 31,103 KEY • EXISTING NAILS Re' : RUBBER BASE - -- - - -= Ire1: W000 BASE ▪ ST: STONE TIE • CLLI I'JS rn 3 Z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004 5118 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN.COM RiverPoint Corporate Center 18200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 MARK DATE DESCRIPTION A DRAWN BY • ISSUED FOR • 3/19/03 SITE REVISION 1 /28/03 PERMIT SUBMITTAL 9/30/02 ADDENDUM 1 PROJECT NUMBER 02029.00 ISSUE DATE 4/22/02 SHEET TITLE /NUMBER • BUILDING NO. 2 1ST & 2ND FLOOR FINISH PLANS A2.5 CAr 11117*A MAR 1 9 2003 pT 4 - -- AED/TEJ 12 113 114 115 116 117 201 202 — 203 204 205 206 207 W 11 �A. DOOR NO. STAIR ' 1 SAIRW 101 LOBBY 102 CONFERENCE 103 MAIL ROOM 104 NOT USED '05 MEN 106 WOMEN 107 WOMEN`S LOCKERS 108 MEN'S LOCKERS 109 FITNESS ROOM 10 FUTURE TENANT(S) /2 ; EXIST CORRIDOR 1 FUTURE TENANT(S) 11 FUTURE TENANTffliff ELEVATOR EQUIPMENT EXISTING MECH. & ELEC. ROOM - CORRIDOR CORRIDOR BRIDGE WOMEN MEN FUTURE TENANT(S) #5 FUTURE TENANT(S) #6 FUTURE TENANT'S) 17 FUTURE TENANT(S) #8 TYPE SIZE WIDTH X HEIGHT Note 1 COMMONS GROUND FLOOR LEVEL DOOR 0 EXIST CPT1 WB1 /C17 - EXIST CPT1 RB1 WD2 EXIST CPT1 RB1 EXIST CT1 CT3 WD2 EXIST CT1 CT3 WD2 EXIST CPT2 CT` CT3 WD2 EXIST CPT2 CT2 CT3 WD2 EXIST CPT2 y RBI __.. WD2 CPT3 RB1 WD2 EXIST CPT1 RB1 WD2 EXIST CPT3 RB1 WD2 EXIST - - - CPT1 RB1 /WD1 WD2 PT4 EXIST CPT1 - RB 1 %WD 1 WD2 PT4 EXIST CPT1 RB1 - - EXIST CT1 CT3 W02 PT4 GWB EXIST CT1 CT3 W02 PT4 GWB EXIST THICKNESS CONST Note 2 FACING & FINISH Note 3 PT4 GWB GWB PT4 GWB PT4 GWB PT4 GWB PT4 GWB PT4 GWB PT5 GWB PT4 GWB PT5 GWB GLASS Note 4 GWB GWB UNDER CUT PT1/PS GWB PT2 /PS GWB PT1/PS GWB PT1 /PS GWB PT1 PS GWB PTI PS GWB PT1 GWB PT1 GWB PT1 PT1 GWB PT1 GWB PT1 PT1 GWB PT1 _ GWB PT1 PT1 GWB PT1 GWB PT1 /M 1 PT5 GWB PT5 GWB PT5 PT2 GWB PT1 GWB PT2 PT5 GWB PT5 GWB , PT5 PT4 GWB PT1 GWB PT1 GWB MAT Note PT1 P!' PT3 P5 PT2 PS DOOR / OPENING SCHEDULE DETAILS JAMB HEAD Note ti GWB PT2 GWB PT2 GWB PT2 GWB PT1 GWB PT1 SN.L Note 7 GWB PT1,3 PS GWB PT2 GWB GWB PT1 GWB CT4,5,6 GB PT1 GB PT1 GB PT1 GWB PT1 GWB CT4,6 GB PT1 GB PT1 GB PT1 GWB PT1 GWB CT4,6 GB PT1 ._.. GB PT1 GB PT1 GB - APC 1 GB GWB GWB GWB PT5 EXISTING 0 REMAIN EXISTING 0 REMAIN FIRE RATING LABEL Note 8 HIM SET Note 9 GWB CT4,5,6 GB PT1 GB PT1 GB PT1 Note 10 REMARKS ( ;) DUCTWORK AS OCCURS DUCTWORK AS OCCURS UNWED SOFFIT 0 TENANT ENTRY (TYP). • GB PTI GB PT1 GB PT1 GB GB MU. 3' -0' TENANT ENTRY • • APC - - APC GB PT1 APC PT1 GB PT1 1 GB PT1 - APC 1 GB GWB PT1 GWB CT4,5,6 GB PT1 GB PT1 TGB GWB PT1 GWB CT4,5,6 GB PT1 GB PT1 1 GB ' LT. URE AS OCCURS EE RCP) CORRIDOR WIDTH BEYOND = 5' -5 1/4' • PT1 PT1 - PT1 AL AL- GRILLE COIL INS -COIL SECT INS -SECT EXIST HM HMI 111/VS HCWD SCWD SRWD TYPE A TYPE B TYPE C TYPE D EXIST FCTY PT1 - 3. FACING AND FINISH; 1 r mit 'i1 _ !i!itx!i!iti'' i���it iii T ' e `' ti ?i?�?iTi' i • ._ _- _ _ ® �. ® IN III g., Ili SEC. @ RAT 101 102 103 104 105 106 107 - 108 109 110 " 111 112 113 114 115 116 117 201 202 203 204_ 205 206 207 FINISH MATERIAL IJ DEX (•) = SEE REMARKS COLUMN " - ' SHOWN ON SCHEDULE INDICATES NONE, NOT APPUCABLE OR NOT REQUIRED. CEIUNG HEIGHTS: SEE REFELCTED CEUNGS PLANS ON A6- SERIES DRAWINGS. 1/A 1 ---•— PAINT COLOR PAINT SYSTEM (SEE SECTION 09910) .FLOOR SUBSTRATE MATERIALS: CONC'X' CONCRETE - MONCLITHIC SLAB FINISH (SEE SECTION 03300) EXIST FOR THE PURPOSES OF THIS SCHEDULE, EXISTING MEANS FLOOR SUBSTRATE PRESENT IN ALTERATION, REMODEL OR AL IERAIION WORK AND NOT PROVIDED AS PARI OF THE WORK OF THIS CONTRACT. PLYWOOD OR OSB SUBFLOOR OR UNDERLAYMENT (SEE SECTION 06100) PLY FLOOR /BASE CORK CT'X' CPT'X' EPDXY MT SLR SV'X' VCT RB -1 R8 -2 ST WD'X' NOTES PERTAINING TO DOOR OPENING SCHEDULE 1. GENERAL (') = SEE REMARKS COLUMN " - ' SHOWN ON SCHEDULE INDICATES NONE, NOT APPUCABLE OR NOT REQUIRED. DOOR OPENING HEIGHT IS MEASURED FROM TOP OF SLAB OR SUBFLOOR UNLESS OTHERWISE NOTED. INTERIOR DOORS ARE NUMBERED WITH THE ROOM INTO WHICH THWY SWING. EXTERIOR DOORS ARE NUMBERED WITH THE ROOM FROM WHICH THEY SWING OUT UNLESS OTHERWISE NOTED. 2. DOOR CONSTRUCTION: NOTE: ALL DOOR CONSTRUCTIONS SHOWN NOT NECESSARILY USED: ALUMINUM STILE & RAIL W/ GLASS ALUMINUM COILING GRILLE COIUNG SLATS; OVERHEAD INSULATED COIUNG SLATS; OVERHEAD SECTIONAL; OVERHEAD INSULATED SECTIONAL.; OVERHEAD EXISTING HOLLOW METAL DOOR - FLUSH OR STILE & RAIL, COMPOSITE CORE HOLLOW METAL DOOR - FLUSH INSULATED CORE HOLLOW METAL DOOR - FLUSH STEEL STIIFFENED CORE HOLLOW CORE WOOD - FLUSH SOLID CORE WOOD - FLUSH STILE & RAIL WOOD NOTE: ALL DOOR FACINGS MID FINSHES SHOWN NOT NECESSARILY USED: FINISH MATERIALS: CORK FLOOR TILE (SEE SECTION 096XX) CERAMIC FLOOR AND BASE TILE (SEE SECTION 09300) CARPET (SEE SECTION 09680) HIGH -BUILD EPDXY FLOOR SURFACING (SEE SECTION 09672) METAL (SEE SECTION 05700) CONCRETE SEALER /HARDENER (SEE SECTION 07195) SHEET VINYL (SEE SECTION 09652) VINYL COMPOSITION TILE (SEE SECTION 09651) 4' HIGH RUBBER BASE SEE SECTION 09653 6' HIGH RUBBER BASE SEE SECTION 09653 CUT NATURAL STONE TILE (SEE SECTION 09380) WOOD FOR TRANSPARENT FINISH (SEE SECTION 06402) SCWD - SHOP/FACTORY PRIMED FOR OPAQUE FINISH IN FIELD (SEE SECTION 08710) SCWD - PLASTIC LAMINATE FACED (SEE SECTION 08215) SCWD - TRANSPARENT FINISH ON VENEER (SEE SECTION 08210) CULti) ROLLED STRETCHER LEVELED STEEL SHOP PRIMED FOR OPAQUE FINISH IN FIELD (SEE SECTION 08110 REPAINT EXISTING W /PAINT SYSTEM PS4 PS14 IN ACCORDANCE W/ SECTION 09910 SHOP /FACTORY PREFMIISHED [ ] [ , / !aY. +14' - EXISTING SECOND FLOOR FRAMING ELEV. D TENANT ENTRY 020290231 1/4' = 1 - 8' - 1/2' 10" B. CASED OPENINGS 7'-O" HIGH UNLESS OTHERWISE NOTED. PLAN 'COX' WHERE X= OPENING WIDTH 7. SILL = FINISH FLOOR SEPERATION OR THRESHOLD: k NUMBER INDICATES LOCATION OF SILL DETAIL ON DRAWING AX.X 8. FIRE RATING LABEL: 20 MIN, 60 MIN. 90 MIN, ETC INDICATES FIRE RATING IN MINUTES. 9. HARDWARE GROUPS NUMBER INDICATES HARDWARE SET SPECIFIED IN SECTION 08710. 4. GLASS (SEE SECTION 38800) NOTE: AG TG FR IC WG IGU -X TIG -X lAT NOTE: 5. FRAME MATERIALS: AL CHAN CO EXIST MET WD 0 10. .REMARKS: NOTES PERTAINING TO REMARKS COLUMN: NOTE I. - 3'-4 1-3* S-01/2 TYP. TENANT ENTRY 6. DOOR JAMB DETAILS SHOWN: HEAD DETAILS SIMILAR UNLESS OTHERWISE NOTED. WIRED GLASS, MONOLITHIC 9 X 12 TENANT ADA COMPLIANT ENTRY SIGN 4' BASE 0202901A31 MIALL/NIAIN CMU'X' CONC EXIST GWB WALL /WAINSCOT CS CT'X' EXIST PS'X' WC'X' WDP EALIN SOFFIT EXIST GB STRUCT PS'X' UNF ALL GLASS TYPES SHOWN NOT NECESSARILY USED: FINISH MATERIALS: HIGH- PERFORMAMCE ARCHITECTURAL COATING (SEE SECTION 09960; CERAMIC WALL TILE (SEE SECTION 09300) FOR THE PURPOSES OF THIS SCHEDULE, EXISTING MEANS SUBSTRATE PRESENT IN ALTERATION, REMODEL RENOVATION OR ALTERATION WORK AND NOT PROVIDED AS PART OF i HE WORK OF THIS CONTRACT. PAINT SYSTEM (SEE SECTION 09910) WALL COVERING (SEE SECTION 09720) WOOD PANELING (SEE SECTION 06402) CEILING / SOFFIT APC EXIST REMARKS: NOTES PERTAINING TO REMARKS COLUMN: NOTE 1. XXXX ANNEALED GLASS - CLEAR FLOAT TEMPERED GLASS - CLEAR ARE- RESISTIVE GLASS LEADED GLASS WIRED GLASS, MONOLITHIC INSULATED GLASS UNIT TEMPERED INSULATED GLASS '..NIT (SAFETY GLAZING) LAMINATED SAFETY GLASS (IBC 2406.2) INDENTIFICATION OF SAFETY GLAZING: (WINDOW ADJACENT TO DOORS) PERMANENTLY IDENTIFY TEMPERED GLASS BY MANUFACTURER. ETCH IDENTIFICATION ON AND BE VISIBLE WHEN THE UNIT IS GLAZED. NOTE: ALL FRAME MATERIALS SHOWN NOT NECESSARILY USED: ALUMINUM CHANNEL STEEL CASED OPENING DIISTINC PRESSED STEEL FRAME - FULLY WELDED (SEE SECTION 08110) WOOD A. NUMBER INDICATES LOCATION OF FRAME DETAIL ON DRAWINGS A3.2 UNLESS OTHERWISE NCTED. SCOT SUBSTRATE MATERIALS: CONCRETE MASONRY UNIT (SEE SECTION 04810) CONCRETE - FORMED OR PRECAST (SEE DMSION 3 - CONCRETE) FOR THE PURPOSES OF THIS SCHEDULE, EXISTING MEANS SUBSTRATE PRESENT IN ALTERATION, REMODEL RENOVATION OR ALTERATION WORK AND NOT PROVIDED AS PART OF THE WORK OF THIS CONTRACT. GYPSUM WAI L BOARD (SEE SECTION 09260) SUBSTRATE MATERIALS: FOR THE PURPOSES Of THIS SCHEDULE, EXISTING MEANS SUBSTRATE PRESENT IN ALTERATION, REMODEL, RENOVATION OR AL TT WORK AND NOT PROVIDED AS PART OF THE WORK OF THIS CONTRACT. GYPSUM BOARD STRUCTURE EXPOSED TO VIEW IN FINAL ASSEMBLY FINISH MATERIALS: ACOUSTIC PANEL CEILING (SEE SECTION 09512) FOR THE PURPOSES OF THIS SCHEPJLE, EXISTING MEANS SUBSTRATE PRESENT IN ALTERATION, REMODEL, RENOVATION, OR ALTERATION WORK ANi1 NOT PROVIDED AS PART OF THE WORK OF THIS CONTRACT. PAINT SYSTEM (SEE SECTION 09910) UNFINISHED FRAME TYPES C • 1 DOOR TYPES • F FLUSH 2 E -FG F ui GG AS I. • 31ASS 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004 5118 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN.COM 18200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 • ISSUED FOR • MARK DATE DESCRIPTION I • C NS rn 7v 3 z RiverPoint Corporate Center n n n PROJECT NUMBER ISSUE DATE DRAWN BY 3/19/03 SITE REVISION 1 /28/03 PERMIT SUBMITTAL 9/30/02 ADDENDUM 1 , • ., * f e w r x.: et ..x . �. , ' .111V4 02029.00 4/22/02 AED/TEJ ALVOIVID CM OF TUKWILA MAR 1 9 2003 mum cor1ER • SHEET TITLE /NUMBER • BUILDING NO. 2 DOOR & ROOM SCHEDULES A3.7 i • 101A E -FG (PR) 3' -0" X 8' -0" 1 -3/4' AL FCTY TG DOOR AL 2 - - ' - - VI WALL I - IOTA CEILING • 101B E -FG (PR) 3' -0' X 8' -0' 1 -3/4' AL FCTY TG - AL 7 - - - - MATERIAL 2 - 1018 102 F 3' -0" X 7 -0" 1 -3/4' SCWD TYPE C WG - MET 3 7 & 9 - 8 & 12D 20 MIN - 102 105 F 3' -0' X 9' -0' 1 -3/4' SCWD TYPE C - - EXISTING 1 7 - 11C 20 MIN .gt EXISTING FRAME TO REMAIN, REPLACE DOOR 105 106 F 3' -0 X 9' -0' 1-3/4' SCWD TYPE C - - EXISTING 1 7 - 11C 20 MIN EXISTING FRAME TO REMAIN, REPLACE DOOR 106 • 107A F 3' -0' ( 7' -0' 1 -3/4' SCWD TYPE C - - MET 1 7 - 12D - - IOTA --, • 107B F 3 -0 X 7 -0' 1 -3/4' SCWD TYPE C - - MET 1 7 - 120 - i 6 - 107B 108A F 3' -0 X 7' -0" 1 -3/4' SCWD TYPE C - - ' MET 1 f 7 - 12D - 5 - 108A 1088 F 3' -0' X 7' -0" 1 -3/4' SCWD TYPE C - - MET 1 7 - 12D - 6 - 108B * 109A F 3' -0' X 7' -0" 1 -3/4' SCWD TYPE C WG - MET 3 7 & 9 - 8 & 12D 20 MIN 7 - 109A * 1098 E -FG 3' -0 X 7' -0" 1 -3/4' AL FCTY TG - Al. 1 - - - - 9 - 1098 110 F 3 -0' X 7 -0' 1 -3/4' SCWD TYPE C WG - MET 3 7 & 9 - 8 & 12D 20 MIN 3 - 110 111A — F 3 -0 X 7' -0" 1 -3/4' SCWD TYPE C - MET 1 10 - 12D 60 MIN 8 - 111A 111B E -FC 3' -0' X 7' -0" 1 -3/4' k FCTY TG - k 1 - - - - 9 - 111B - 112A F 3' -0' X 7' -0" 1 -3/4' SCWD TYPE C WG - MET 3 7 & 9 - 8 & 12D 20 MIN 3 - 112A 1128 F 3' -0 X 7 -0" 1 -3/4" SCWD TYPE C WG - MET 3 7 & 9 - 8 & 12D 20 MIN 3 - 1128 113A F 3' -0' X 8 -0" 1 -3/4' SCWD TYPE C WG - MET 1 _, 7 & 9 - 8 & 12D 20 MIN 3 - 113A 1138 F 3' -0' X 7' -0' 1 -3/4' SCWD TYPE C - - MET 1 10 - 12D 60 MIN J 10 9 - - 113B 113C • ~ 113C E -FG 3' -0 X T -0' 1 -3/4' AL FCTY TG - - AL EXISTING 1 - - - . - 114 F 3' -0' X 9' -0' 1 -3/4' SCWD TYPE C - 1 7 - 118 20 MIN 3 EXISTING FRAME TO REMAIN, REPLACE DOOR 114 115 F 3' -0" X 9' -0' 1-3/4' SCWD TYPE C - - EXISTING 1 7 - 11B 20 MIN 3 EXISTING FRAME TO REMAIN, REPLACE DOOR 115 116 F 3' -O' X 9' -0" 1 -3/4' SCWD TYPE C - - EXISTING 2 , 7 - 12D - 11 EXISTING FRAME TO REMAIN, REPLACE DOORS 116 117 F 3' -0' X 6' -0' 1 -3/4' SCWD TYPE C - - EXISTING 1 7 - 118 60 MIN 11 EXISTING FRAME TO REMAIN, REPLACE DOOR 117 118 - EXISTING - - - - - EXISTING - t - - - - 12 EXISTING DOOR & FRAME TO REMAIN, REPLACE HARDWARE 118 201 F 3' -0' X 8' -0" 1 -3/4' SCWD TYPE C - - MET 1 7 - 12D 20 MIN 3 - 201 _ 202 F 3' -0' X 9' -0" 1 -3/4' SCWD TYPE C - - EXISTING 1 7 - 11C 20 MIN 4 EXISTING FRAME TO REMAIN, REPLACE DOOR 202 203 F 3 -0 X 9' -0 1 -3/4' SCWD TYPE C - - EXISITNG 1 7 - 11C 20 MIN 4 EXISTING FRAME TO REMAIN, REPLACE DOOR 203 204 F 3' -0 X 9' -0" 1 -3/4' SCWD TYPE C - - EXISTING 1 7 - 118 20 MIN 3 EXISTING FRAME TO REMAIN, REPLACE DOOR 204 205 205 F 3' -0 X 7 -0 1 -3/4' SCWD TYPE C - - MET 1 7 - 12D 20 MIN 8 - 206 F 3 -0" X 7-0' 1 -3/4' SCWD TYPE C - - MET 1 10 - 120 60 MIN 10 - 206 207 F 3' -0' X 7' -0' 1 -3/4' , SCWD TYPE C - - MET 1 10 - 12D 60 MIN 10 - 207 12 113 114 115 116 117 201 202 — 203 204 205 206 207 W 11 �A. DOOR NO. STAIR ' 1 SAIRW 101 LOBBY 102 CONFERENCE 103 MAIL ROOM 104 NOT USED '05 MEN 106 WOMEN 107 WOMEN`S LOCKERS 108 MEN'S LOCKERS 109 FITNESS ROOM 10 FUTURE TENANT(S) /2 ; EXIST CORRIDOR 1 FUTURE TENANT(S) 11 FUTURE TENANTffliff ELEVATOR EQUIPMENT EXISTING MECH. & ELEC. ROOM - CORRIDOR CORRIDOR BRIDGE WOMEN MEN FUTURE TENANT(S) #5 FUTURE TENANT(S) #6 FUTURE TENANT'S) 17 FUTURE TENANT(S) #8 TYPE SIZE WIDTH X HEIGHT Note 1 COMMONS GROUND FLOOR LEVEL DOOR 0 EXIST CPT1 WB1 /C17 - EXIST CPT1 RB1 WD2 EXIST CPT1 RB1 EXIST CT1 CT3 WD2 EXIST CT1 CT3 WD2 EXIST CPT2 CT` CT3 WD2 EXIST CPT2 CT2 CT3 WD2 EXIST CPT2 y RBI __.. WD2 CPT3 RB1 WD2 EXIST CPT1 RB1 WD2 EXIST CPT3 RB1 WD2 EXIST - - - CPT1 RB1 /WD1 WD2 PT4 EXIST CPT1 - RB 1 %WD 1 WD2 PT4 EXIST CPT1 RB1 - - EXIST CT1 CT3 W02 PT4 GWB EXIST CT1 CT3 W02 PT4 GWB EXIST THICKNESS CONST Note 2 FACING & FINISH Note 3 PT4 GWB GWB PT4 GWB PT4 GWB PT4 GWB PT4 GWB PT4 GWB PT5 GWB PT4 GWB PT5 GWB GLASS Note 4 GWB GWB UNDER CUT PT1/PS GWB PT2 /PS GWB PT1/PS GWB PT1 /PS GWB PT1 PS GWB PTI PS GWB PT1 GWB PT1 GWB PT1 PT1 GWB PT1 GWB PT1 PT1 GWB PT1 _ GWB PT1 PT1 GWB PT1 GWB PT1 /M 1 PT5 GWB PT5 GWB PT5 PT2 GWB PT1 GWB PT2 PT5 GWB PT5 GWB , PT5 PT4 GWB PT1 GWB PT1 GWB MAT Note PT1 P!' PT3 P5 PT2 PS DOOR / OPENING SCHEDULE DETAILS JAMB HEAD Note ti GWB PT2 GWB PT2 GWB PT2 GWB PT1 GWB PT1 SN.L Note 7 GWB PT1,3 PS GWB PT2 GWB GWB PT1 GWB CT4,5,6 GB PT1 GB PT1 GB PT1 GWB PT1 GWB CT4,6 GB PT1 GB PT1 GB PT1 GWB PT1 GWB CT4,6 GB PT1 ._.. GB PT1 GB PT1 GB - APC 1 GB GWB GWB GWB PT5 EXISTING 0 REMAIN EXISTING 0 REMAIN FIRE RATING LABEL Note 8 HIM SET Note 9 GWB CT4,5,6 GB PT1 GB PT1 GB PT1 Note 10 REMARKS ( ;) DUCTWORK AS OCCURS DUCTWORK AS OCCURS UNWED SOFFIT 0 TENANT ENTRY (TYP). • GB PTI GB PT1 GB PT1 GB GB MU. 3' -0' TENANT ENTRY • • APC - - APC GB PT1 APC PT1 GB PT1 1 GB PT1 - APC 1 GB GWB PT1 GWB CT4,5,6 GB PT1 GB PT1 TGB GWB PT1 GWB CT4,5,6 GB PT1 GB PT1 1 GB ' LT. URE AS OCCURS EE RCP) CORRIDOR WIDTH BEYOND = 5' -5 1/4' • PT1 PT1 - PT1 AL AL- GRILLE COIL INS -COIL SECT INS -SECT EXIST HM HMI 111/VS HCWD SCWD SRWD TYPE A TYPE B TYPE C TYPE D EXIST FCTY PT1 - 3. FACING AND FINISH; 1 r mit 'i1 _ !i!itx!i!iti'' i���it iii T ' e `' ti ?i?�?iTi' i • ._ _- _ _ ® �. ® IN III g., Ili SEC. @ RAT 101 102 103 104 105 106 107 - 108 109 110 " 111 112 113 114 115 116 117 201 202 203 204_ 205 206 207 FINISH MATERIAL IJ DEX (•) = SEE REMARKS COLUMN " - ' SHOWN ON SCHEDULE INDICATES NONE, NOT APPUCABLE OR NOT REQUIRED. CEIUNG HEIGHTS: SEE REFELCTED CEUNGS PLANS ON A6- SERIES DRAWINGS. 1/A 1 ---•— PAINT COLOR PAINT SYSTEM (SEE SECTION 09910) .FLOOR SUBSTRATE MATERIALS: CONC'X' CONCRETE - MONCLITHIC SLAB FINISH (SEE SECTION 03300) EXIST FOR THE PURPOSES OF THIS SCHEDULE, EXISTING MEANS FLOOR SUBSTRATE PRESENT IN ALTERATION, REMODEL OR AL IERAIION WORK AND NOT PROVIDED AS PARI OF THE WORK OF THIS CONTRACT. PLYWOOD OR OSB SUBFLOOR OR UNDERLAYMENT (SEE SECTION 06100) PLY FLOOR /BASE CORK CT'X' CPT'X' EPDXY MT SLR SV'X' VCT RB -1 R8 -2 ST WD'X' NOTES PERTAINING TO DOOR OPENING SCHEDULE 1. GENERAL (') = SEE REMARKS COLUMN " - ' SHOWN ON SCHEDULE INDICATES NONE, NOT APPUCABLE OR NOT REQUIRED. DOOR OPENING HEIGHT IS MEASURED FROM TOP OF SLAB OR SUBFLOOR UNLESS OTHERWISE NOTED. INTERIOR DOORS ARE NUMBERED WITH THE ROOM INTO WHICH THWY SWING. EXTERIOR DOORS ARE NUMBERED WITH THE ROOM FROM WHICH THEY SWING OUT UNLESS OTHERWISE NOTED. 2. DOOR CONSTRUCTION: NOTE: ALL DOOR CONSTRUCTIONS SHOWN NOT NECESSARILY USED: ALUMINUM STILE & RAIL W/ GLASS ALUMINUM COILING GRILLE COIUNG SLATS; OVERHEAD INSULATED COIUNG SLATS; OVERHEAD SECTIONAL; OVERHEAD INSULATED SECTIONAL.; OVERHEAD EXISTING HOLLOW METAL DOOR - FLUSH OR STILE & RAIL, COMPOSITE CORE HOLLOW METAL DOOR - FLUSH INSULATED CORE HOLLOW METAL DOOR - FLUSH STEEL STIIFFENED CORE HOLLOW CORE WOOD - FLUSH SOLID CORE WOOD - FLUSH STILE & RAIL WOOD NOTE: ALL DOOR FACINGS MID FINSHES SHOWN NOT NECESSARILY USED: FINISH MATERIALS: CORK FLOOR TILE (SEE SECTION 096XX) CERAMIC FLOOR AND BASE TILE (SEE SECTION 09300) CARPET (SEE SECTION 09680) HIGH -BUILD EPDXY FLOOR SURFACING (SEE SECTION 09672) METAL (SEE SECTION 05700) CONCRETE SEALER /HARDENER (SEE SECTION 07195) SHEET VINYL (SEE SECTION 09652) VINYL COMPOSITION TILE (SEE SECTION 09651) 4' HIGH RUBBER BASE SEE SECTION 09653 6' HIGH RUBBER BASE SEE SECTION 09653 CUT NATURAL STONE TILE (SEE SECTION 09380) WOOD FOR TRANSPARENT FINISH (SEE SECTION 06402) SCWD - SHOP/FACTORY PRIMED FOR OPAQUE FINISH IN FIELD (SEE SECTION 08710) SCWD - PLASTIC LAMINATE FACED (SEE SECTION 08215) SCWD - TRANSPARENT FINISH ON VENEER (SEE SECTION 08210) CULti) ROLLED STRETCHER LEVELED STEEL SHOP PRIMED FOR OPAQUE FINISH IN FIELD (SEE SECTION 08110 REPAINT EXISTING W /PAINT SYSTEM PS4 PS14 IN ACCORDANCE W/ SECTION 09910 SHOP /FACTORY PREFMIISHED [ ] [ , / !aY. +14' - EXISTING SECOND FLOOR FRAMING ELEV. D TENANT ENTRY 020290231 1/4' = 1 - 8' - 1/2' 10" B. CASED OPENINGS 7'-O" HIGH UNLESS OTHERWISE NOTED. PLAN 'COX' WHERE X= OPENING WIDTH 7. SILL = FINISH FLOOR SEPERATION OR THRESHOLD: k NUMBER INDICATES LOCATION OF SILL DETAIL ON DRAWING AX.X 8. FIRE RATING LABEL: 20 MIN, 60 MIN. 90 MIN, ETC INDICATES FIRE RATING IN MINUTES. 9. HARDWARE GROUPS NUMBER INDICATES HARDWARE SET SPECIFIED IN SECTION 08710. 4. GLASS (SEE SECTION 38800) NOTE: AG TG FR IC WG IGU -X TIG -X lAT NOTE: 5. FRAME MATERIALS: AL CHAN CO EXIST MET WD 0 10. .REMARKS: NOTES PERTAINING TO REMARKS COLUMN: NOTE I. - 3'-4 1-3* S-01/2 TYP. TENANT ENTRY 6. DOOR JAMB DETAILS SHOWN: HEAD DETAILS SIMILAR UNLESS OTHERWISE NOTED. WIRED GLASS, MONOLITHIC 9 X 12 TENANT ADA COMPLIANT ENTRY SIGN 4' BASE 0202901A31 MIALL/NIAIN CMU'X' CONC EXIST GWB WALL /WAINSCOT CS CT'X' EXIST PS'X' WC'X' WDP EALIN SOFFIT EXIST GB STRUCT PS'X' UNF ALL GLASS TYPES SHOWN NOT NECESSARILY USED: FINISH MATERIALS: HIGH- PERFORMAMCE ARCHITECTURAL COATING (SEE SECTION 09960; CERAMIC WALL TILE (SEE SECTION 09300) FOR THE PURPOSES OF THIS SCHEDULE, EXISTING MEANS SUBSTRATE PRESENT IN ALTERATION, REMODEL RENOVATION OR ALTERATION WORK AND NOT PROVIDED AS PART OF i HE WORK OF THIS CONTRACT. PAINT SYSTEM (SEE SECTION 09910) WALL COVERING (SEE SECTION 09720) WOOD PANELING (SEE SECTION 06402) CEILING / SOFFIT APC EXIST REMARKS: NOTES PERTAINING TO REMARKS COLUMN: NOTE 1. XXXX ANNEALED GLASS - CLEAR FLOAT TEMPERED GLASS - CLEAR ARE- RESISTIVE GLASS LEADED GLASS WIRED GLASS, MONOLITHIC INSULATED GLASS UNIT TEMPERED INSULATED GLASS '..NIT (SAFETY GLAZING) LAMINATED SAFETY GLASS (IBC 2406.2) INDENTIFICATION OF SAFETY GLAZING: (WINDOW ADJACENT TO DOORS) PERMANENTLY IDENTIFY TEMPERED GLASS BY MANUFACTURER. ETCH IDENTIFICATION ON AND BE VISIBLE WHEN THE UNIT IS GLAZED. NOTE: ALL FRAME MATERIALS SHOWN NOT NECESSARILY USED: ALUMINUM CHANNEL STEEL CASED OPENING DIISTINC PRESSED STEEL FRAME - FULLY WELDED (SEE SECTION 08110) WOOD A. NUMBER INDICATES LOCATION OF FRAME DETAIL ON DRAWINGS A3.2 UNLESS OTHERWISE NCTED. SCOT SUBSTRATE MATERIALS: CONCRETE MASONRY UNIT (SEE SECTION 04810) CONCRETE - FORMED OR PRECAST (SEE DMSION 3 - CONCRETE) FOR THE PURPOSES OF THIS SCHEDULE, EXISTING MEANS SUBSTRATE PRESENT IN ALTERATION, REMODEL RENOVATION OR ALTERATION WORK AND NOT PROVIDED AS PART OF THE WORK OF THIS CONTRACT. GYPSUM WAI L BOARD (SEE SECTION 09260) SUBSTRATE MATERIALS: FOR THE PURPOSES Of THIS SCHEDULE, EXISTING MEANS SUBSTRATE PRESENT IN ALTERATION, REMODEL, RENOVATION OR AL TT WORK AND NOT PROVIDED AS PART OF THE WORK OF THIS CONTRACT. GYPSUM BOARD STRUCTURE EXPOSED TO VIEW IN FINAL ASSEMBLY FINISH MATERIALS: ACOUSTIC PANEL CEILING (SEE SECTION 09512) FOR THE PURPOSES OF THIS SCHEPJLE, EXISTING MEANS SUBSTRATE PRESENT IN ALTERATION, REMODEL, RENOVATION, OR ALTERATION WORK ANi1 NOT PROVIDED AS PART OF THE WORK OF THIS CONTRACT. PAINT SYSTEM (SEE SECTION 09910) UNFINISHED FRAME TYPES C • 1 DOOR TYPES • F FLUSH 2 E -FG F ui GG AS I. • 31ASS 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004 5118 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN.COM 18200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 • ISSUED FOR • MARK DATE DESCRIPTION I • C NS rn 7v 3 z RiverPoint Corporate Center n n n PROJECT NUMBER ISSUE DATE DRAWN BY 3/19/03 SITE REVISION 1 /28/03 PERMIT SUBMITTAL 9/30/02 ADDENDUM 1 , • ., * f e w r x.: et ..x . �. , ' .111V4 02029.00 4/22/02 AED/TEJ ALVOIVID CM OF TUKWILA MAR 1 9 2003 mum cor1ER • SHEET TITLE /NUMBER • BUILDING NO. 2 DOOR & ROOM SCHEDULES A3.7 ROOM FINISH & COLOR SCHEDULE REV ROOM NO Y r' ROOM NAME - U R curt FLOOR - BASE FINISH DOOR FRAME N WALL E ALL FINISH S WALL MATERIAL FINISH VI WALL WAINSCOT BULKHEAD CEILING _ FINISH SOFFIT ROOM NO MATERIAL FINISH FINISH FINISH MATERIAL FINISH MATERIAL MATERIAL FINISH - fi iIi.l. REMARKS(•) MATERIAL ISH MATERIAL FINISH MATERIAL MATERIAL ! FINISH 12 113 114 115 116 117 201 202 — 203 204 205 206 207 W 11 �A. DOOR NO. STAIR ' 1 SAIRW 101 LOBBY 102 CONFERENCE 103 MAIL ROOM 104 NOT USED '05 MEN 106 WOMEN 107 WOMEN`S LOCKERS 108 MEN'S LOCKERS 109 FITNESS ROOM 10 FUTURE TENANT(S) /2 ; EXIST CORRIDOR 1 FUTURE TENANT(S) 11 FUTURE TENANTffliff ELEVATOR EQUIPMENT EXISTING MECH. & ELEC. ROOM - CORRIDOR CORRIDOR BRIDGE WOMEN MEN FUTURE TENANT(S) #5 FUTURE TENANT(S) #6 FUTURE TENANT'S) 17 FUTURE TENANT(S) #8 TYPE SIZE WIDTH X HEIGHT Note 1 COMMONS GROUND FLOOR LEVEL DOOR 0 EXIST CPT1 WB1 /C17 - EXIST CPT1 RB1 WD2 EXIST CPT1 RB1 EXIST CT1 CT3 WD2 EXIST CT1 CT3 WD2 EXIST CPT2 CT` CT3 WD2 EXIST CPT2 CT2 CT3 WD2 EXIST CPT2 y RBI __.. WD2 CPT3 RB1 WD2 EXIST CPT1 RB1 WD2 EXIST CPT3 RB1 WD2 EXIST - - - CPT1 RB1 /WD1 WD2 PT4 EXIST CPT1 - RB 1 %WD 1 WD2 PT4 EXIST CPT1 RB1 - - EXIST CT1 CT3 W02 PT4 GWB EXIST CT1 CT3 W02 PT4 GWB EXIST THICKNESS CONST Note 2 FACING & FINISH Note 3 PT4 GWB GWB PT4 GWB PT4 GWB PT4 GWB PT4 GWB PT4 GWB PT5 GWB PT4 GWB PT5 GWB GLASS Note 4 GWB GWB UNDER CUT PT1/PS GWB PT2 /PS GWB PT1/PS GWB PT1 /PS GWB PT1 PS GWB PTI PS GWB PT1 GWB PT1 GWB PT1 PT1 GWB PT1 GWB PT1 PT1 GWB PT1 _ GWB PT1 PT1 GWB PT1 GWB PT1 /M 1 PT5 GWB PT5 GWB PT5 PT2 GWB PT1 GWB PT2 PT5 GWB PT5 GWB , PT5 PT4 GWB PT1 GWB PT1 GWB MAT Note PT1 P!' PT3 P5 PT2 PS DOOR / OPENING SCHEDULE DETAILS JAMB HEAD Note ti GWB PT2 GWB PT2 GWB PT2 GWB PT1 GWB PT1 SN.L Note 7 GWB PT1,3 PS GWB PT2 GWB GWB PT1 GWB CT4,5,6 GB PT1 GB PT1 GB PT1 GWB PT1 GWB CT4,6 GB PT1 GB PT1 GB PT1 GWB PT1 GWB CT4,6 GB PT1 ._.. GB PT1 GB PT1 GB - APC 1 GB GWB GWB GWB PT5 EXISTING 0 REMAIN EXISTING 0 REMAIN FIRE RATING LABEL Note 8 HIM SET Note 9 GWB CT4,5,6 GB PT1 GB PT1 GB PT1 Note 10 REMARKS ( ;) DUCTWORK AS OCCURS DUCTWORK AS OCCURS UNWED SOFFIT 0 TENANT ENTRY (TYP). • GB PTI GB PT1 GB PT1 GB GB MU. 3' -0' TENANT ENTRY • • APC - - APC GB PT1 APC PT1 GB PT1 1 GB PT1 - APC 1 GB GWB PT1 GWB CT4,5,6 GB PT1 GB PT1 TGB GWB PT1 GWB CT4,5,6 GB PT1 GB PT1 1 GB ' LT. URE AS OCCURS EE RCP) CORRIDOR WIDTH BEYOND = 5' -5 1/4' • PT1 PT1 - PT1 AL AL- GRILLE COIL INS -COIL SECT INS -SECT EXIST HM HMI 111/VS HCWD SCWD SRWD TYPE A TYPE B TYPE C TYPE D EXIST FCTY PT1 - 3. FACING AND FINISH; 1 r mit 'i1 _ !i!itx!i!iti'' i���it iii T ' e `' ti ?i?�?iTi' i • ._ _- _ _ ® �. ® IN III g., Ili SEC. @ RAT 101 102 103 104 105 106 107 - 108 109 110 " 111 112 113 114 115 116 117 201 202 203 204_ 205 206 207 FINISH MATERIAL IJ DEX (•) = SEE REMARKS COLUMN " - ' SHOWN ON SCHEDULE INDICATES NONE, NOT APPUCABLE OR NOT REQUIRED. CEIUNG HEIGHTS: SEE REFELCTED CEUNGS PLANS ON A6- SERIES DRAWINGS. 1/A 1 ---•— PAINT COLOR PAINT SYSTEM (SEE SECTION 09910) .FLOOR SUBSTRATE MATERIALS: CONC'X' CONCRETE - MONCLITHIC SLAB FINISH (SEE SECTION 03300) EXIST FOR THE PURPOSES OF THIS SCHEDULE, EXISTING MEANS FLOOR SUBSTRATE PRESENT IN ALTERATION, REMODEL OR AL IERAIION WORK AND NOT PROVIDED AS PARI OF THE WORK OF THIS CONTRACT. PLYWOOD OR OSB SUBFLOOR OR UNDERLAYMENT (SEE SECTION 06100) PLY FLOOR /BASE CORK CT'X' CPT'X' EPDXY MT SLR SV'X' VCT RB -1 R8 -2 ST WD'X' NOTES PERTAINING TO DOOR OPENING SCHEDULE 1. GENERAL (') = SEE REMARKS COLUMN " - ' SHOWN ON SCHEDULE INDICATES NONE, NOT APPUCABLE OR NOT REQUIRED. DOOR OPENING HEIGHT IS MEASURED FROM TOP OF SLAB OR SUBFLOOR UNLESS OTHERWISE NOTED. INTERIOR DOORS ARE NUMBERED WITH THE ROOM INTO WHICH THWY SWING. EXTERIOR DOORS ARE NUMBERED WITH THE ROOM FROM WHICH THEY SWING OUT UNLESS OTHERWISE NOTED. 2. DOOR CONSTRUCTION: NOTE: ALL DOOR CONSTRUCTIONS SHOWN NOT NECESSARILY USED: ALUMINUM STILE & RAIL W/ GLASS ALUMINUM COILING GRILLE COIUNG SLATS; OVERHEAD INSULATED COIUNG SLATS; OVERHEAD SECTIONAL; OVERHEAD INSULATED SECTIONAL.; OVERHEAD EXISTING HOLLOW METAL DOOR - FLUSH OR STILE & RAIL, COMPOSITE CORE HOLLOW METAL DOOR - FLUSH INSULATED CORE HOLLOW METAL DOOR - FLUSH STEEL STIIFFENED CORE HOLLOW CORE WOOD - FLUSH SOLID CORE WOOD - FLUSH STILE & RAIL WOOD NOTE: ALL DOOR FACINGS MID FINSHES SHOWN NOT NECESSARILY USED: FINISH MATERIALS: CORK FLOOR TILE (SEE SECTION 096XX) CERAMIC FLOOR AND BASE TILE (SEE SECTION 09300) CARPET (SEE SECTION 09680) HIGH -BUILD EPDXY FLOOR SURFACING (SEE SECTION 09672) METAL (SEE SECTION 05700) CONCRETE SEALER /HARDENER (SEE SECTION 07195) SHEET VINYL (SEE SECTION 09652) VINYL COMPOSITION TILE (SEE SECTION 09651) 4' HIGH RUBBER BASE SEE SECTION 09653 6' HIGH RUBBER BASE SEE SECTION 09653 CUT NATURAL STONE TILE (SEE SECTION 09380) WOOD FOR TRANSPARENT FINISH (SEE SECTION 06402) SCWD - SHOP/FACTORY PRIMED FOR OPAQUE FINISH IN FIELD (SEE SECTION 08710) SCWD - PLASTIC LAMINATE FACED (SEE SECTION 08215) SCWD - TRANSPARENT FINISH ON VENEER (SEE SECTION 08210) CULti) ROLLED STRETCHER LEVELED STEEL SHOP PRIMED FOR OPAQUE FINISH IN FIELD (SEE SECTION 08110 REPAINT EXISTING W /PAINT SYSTEM PS4 PS14 IN ACCORDANCE W/ SECTION 09910 SHOP /FACTORY PREFMIISHED [ ] [ , / !aY. +14' - EXISTING SECOND FLOOR FRAMING ELEV. D TENANT ENTRY 020290231 1/4' = 1 - 8' - 1/2' 10" B. CASED OPENINGS 7'-O" HIGH UNLESS OTHERWISE NOTED. PLAN 'COX' WHERE X= OPENING WIDTH 7. SILL = FINISH FLOOR SEPERATION OR THRESHOLD: k NUMBER INDICATES LOCATION OF SILL DETAIL ON DRAWING AX.X 8. FIRE RATING LABEL: 20 MIN, 60 MIN. 90 MIN, ETC INDICATES FIRE RATING IN MINUTES. 9. HARDWARE GROUPS NUMBER INDICATES HARDWARE SET SPECIFIED IN SECTION 08710. 4. GLASS (SEE SECTION 38800) NOTE: AG TG FR IC WG IGU -X TIG -X lAT NOTE: 5. FRAME MATERIALS: AL CHAN CO EXIST MET WD 0 10. .REMARKS: NOTES PERTAINING TO REMARKS COLUMN: NOTE I. - 3'-4 1-3* S-01/2 TYP. TENANT ENTRY 6. DOOR JAMB DETAILS SHOWN: HEAD DETAILS SIMILAR UNLESS OTHERWISE NOTED. WIRED GLASS, MONOLITHIC 9 X 12 TENANT ADA COMPLIANT ENTRY SIGN 4' BASE 0202901A31 MIALL/NIAIN CMU'X' CONC EXIST GWB WALL /WAINSCOT CS CT'X' EXIST PS'X' WC'X' WDP EALIN SOFFIT EXIST GB STRUCT PS'X' UNF ALL GLASS TYPES SHOWN NOT NECESSARILY USED: FINISH MATERIALS: HIGH- PERFORMAMCE ARCHITECTURAL COATING (SEE SECTION 09960; CERAMIC WALL TILE (SEE SECTION 09300) FOR THE PURPOSES OF THIS SCHEDULE, EXISTING MEANS SUBSTRATE PRESENT IN ALTERATION, REMODEL RENOVATION OR ALTERATION WORK AND NOT PROVIDED AS PART OF i HE WORK OF THIS CONTRACT. PAINT SYSTEM (SEE SECTION 09910) WALL COVERING (SEE SECTION 09720) WOOD PANELING (SEE SECTION 06402) CEILING / SOFFIT APC EXIST REMARKS: NOTES PERTAINING TO REMARKS COLUMN: NOTE 1. XXXX ANNEALED GLASS - CLEAR FLOAT TEMPERED GLASS - CLEAR ARE- RESISTIVE GLASS LEADED GLASS WIRED GLASS, MONOLITHIC INSULATED GLASS UNIT TEMPERED INSULATED GLASS '..NIT (SAFETY GLAZING) LAMINATED SAFETY GLASS (IBC 2406.2) INDENTIFICATION OF SAFETY GLAZING: (WINDOW ADJACENT TO DOORS) PERMANENTLY IDENTIFY TEMPERED GLASS BY MANUFACTURER. ETCH IDENTIFICATION ON AND BE VISIBLE WHEN THE UNIT IS GLAZED. NOTE: ALL FRAME MATERIALS SHOWN NOT NECESSARILY USED: ALUMINUM CHANNEL STEEL CASED OPENING DIISTINC PRESSED STEEL FRAME - FULLY WELDED (SEE SECTION 08110) WOOD A. NUMBER INDICATES LOCATION OF FRAME DETAIL ON DRAWINGS A3.2 UNLESS OTHERWISE NCTED. SCOT SUBSTRATE MATERIALS: CONCRETE MASONRY UNIT (SEE SECTION 04810) CONCRETE - FORMED OR PRECAST (SEE DMSION 3 - CONCRETE) FOR THE PURPOSES OF THIS SCHEDULE, EXISTING MEANS SUBSTRATE PRESENT IN ALTERATION, REMODEL RENOVATION OR ALTERATION WORK AND NOT PROVIDED AS PART OF THE WORK OF THIS CONTRACT. GYPSUM WAI L BOARD (SEE SECTION 09260) SUBSTRATE MATERIALS: FOR THE PURPOSES Of THIS SCHEDULE, EXISTING MEANS SUBSTRATE PRESENT IN ALTERATION, REMODEL, RENOVATION OR AL TT WORK AND NOT PROVIDED AS PART OF THE WORK OF THIS CONTRACT. GYPSUM BOARD STRUCTURE EXPOSED TO VIEW IN FINAL ASSEMBLY FINISH MATERIALS: ACOUSTIC PANEL CEILING (SEE SECTION 09512) FOR THE PURPOSES OF THIS SCHEPJLE, EXISTING MEANS SUBSTRATE PRESENT IN ALTERATION, REMODEL, RENOVATION, OR ALTERATION WORK ANi1 NOT PROVIDED AS PART OF THE WORK OF THIS CONTRACT. PAINT SYSTEM (SEE SECTION 09910) UNFINISHED FRAME TYPES C • 1 DOOR TYPES • F FLUSH 2 E -FG F ui GG AS I. • 31ASS 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004 5118 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN.COM 18200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 • ISSUED FOR • MARK DATE DESCRIPTION I • C NS rn 7v 3 z RiverPoint Corporate Center n n n PROJECT NUMBER ISSUE DATE DRAWN BY 3/19/03 SITE REVISION 1 /28/03 PERMIT SUBMITTAL 9/30/02 ADDENDUM 1 , • ., * f e w r x.: et ..x . �. , ' .111V4 02029.00 4/22/02 AED/TEJ ALVOIVID CM OF TUKWILA MAR 1 9 2003 mum cor1ER • SHEET TITLE /NUMBER • BUILDING NO. 2 DOOR & ROOM SCHEDULES A3.7 0 If 5/8' TYPE 'X' GWB EXTEND TO T.O. SHAFT WALL BOTH SIDES 1 • (. DOOR AND TRIM -.1 r fit 1' -0" Q • S � NOTE: REMOVE EXIST WDW FRAMING 0 SILL ALONG WI WOOD SILL, AND GLASS. CUT CONC. WALL AS REQUIRED FOR NEW DOOR INSTALLATION LEVELING COMPOUND CARPET SCHLUTER STRIP 1=160 WALK OFF MATT EXISTING TILE CONC /SLR DOOR CPT REDUCER S 1�IP ROPPE BLACK /B TOWN 1 193 CARPET CARPET SCHLUTER STRIP AE100 NEW CT DOOR AND TRIM — DOOR SILL /FLOOR TRANSITION DOOR FLOOR FINISH MAT[ SAME ON BOTH SIDES OF OPENING SILL /FLOOR TRANSITION EXIST. ALUM. WOWS PLAN @ NEW EXT. DOOR err = - v 0202911A32 0202912A32 1' SHAFT LINER ON • 20 -GA 6" C -H STJD 0 COVERED ON BOTTOM W/ 1 -LAYER 5/8' TYPE 'X' a ,„ GWB FOR 1 HR HORIZ. S.W. .L.1 W � W — 2-1/2" SOUND ATTEN. BATTS IN WALLS & CLG. UNE OF EXIST. WOOD SILL TO BE REMOVED CAULK WITH ROD STOCK SEALANT W ROD/ STOCK 0202914A3.2 SEE WALL WVPE STEEL RUNNER CAULK CONTINUOUS EA SIDE AT ACOUSTICAL WALL. TYPES ONLY PAINTED STEEL FRAME DOOR SILENCERS OR SMOKE 3EAL DOOR AS SCHEDULED STANDARD DOOR HEAD 3' = 1 -0' 5 . STANDARD DOOR JAMB 3' = 1' -0" PASSAGE SIDE 1 HR RATED CLG. LT. FIXTURE ® RECITE HEAD /SILL 3' = 1' 3'= 1' - 0' ROOM SIDE PASSAGE SIDE SEE WALL TYPE (2) 20 GA STEEL STUDS FRAME ANCHOR CLIPS 4 PER JAMB DOOR SILENCERS OR SMOKE SEAL PAINTED STEEL FRAME DOOR AS SCHEDULED CAULK CONTINUOUS EA SIDE AT ACOUSTICAL WALL TYPES ONLY INTERSECTING WALL 0 HINGE SIDE OF FRAME ROOM SIDE ALIGN w/ ADJACENT DOOR FRAME 'PAINTED STEEL STOPS GLASS, SEE DOOR SCHEDULE PAINTED STEEL FRAME w/ METAL STOP BASE, SEE FINISH SCHEDULE AN FL, SEE FINISH SCHEDULE ANCHOR, MIN 3 PER JAMB PAINTED STEEL FRAME w/ PAINTED STEEL STOP GLASS, SEE DOOR SCHEDULE DOUBLE METAL STUDS EACH SIDE DOOR 8 SIDELITE @ JAMB SEE WALL TYPE 20-0A STEEL STUD INTERSECTING WALL 0 HINGE SIDE OF FRAME CAULK CONTINUOUSLY BOTH SIDES, TYP. SMOKE SEALS, TYP. 0 HEAD & JAMBS. 08110 -02 08110 -03 08110 -04 08110 -05 FAME ANCHOR CUPS - 4 PER JAMB Sn_ FRAME; 1 RATED DOOR AS SCHEDULED 1 -HR RATED DOOR & FRAME 0119508_13A91 4 RUNNER FASTENED WI SCREWS TO STUDS (AT HEIGHT PERMITING SCREW ATTACHMENT OF FACINGS) LOCATE ,IAMB ANCHOR CUPS ABOVE HINGE REINFORCEMENTS (8) UST BELOW TOP REINFORCEMENTS- CUM ON STRIKE SIDE TO OCCUR DIRECTLY OPPOSITE OF HINGE SIDE • ORNEN FASTENERS 0 2' - O' OC & 3" MAX FROM END OF RUNNER - 4 ACOUS SEALANT 0 FAI NONRATED PARTITION TO METAL DECK TERMINATION PARALLEL TO FLUTED DECK PARTITION TERMINATION 3 ' = I' -O" WALL BRACE 1 1/2' = 1' -0' • • 2' -O" TYP e o A 4 3' = 1'-0' • 1/2' = 1' -0' Il ,(1 ,1 ! ;_ 2' -O WALL DETAIL r E - SOUND ATTENUATION BATTS WHERE INDICATED W WALL TYPES 1iii % 4 11 11 11 1 CEIUNG AS SCHEDULED �--- FURRING 8 pef DENSITY MINERAL WOOL BATT WSUL IN FLUTES PAT PARTITION 0 - SEE WALL TYPES CONT 16 GAGE GALV FLUTE CLOSURE SPAN 3 BOT FLUTES 4 1/2" DEEP MIN 24 GA SLOTTED U- RUNNER STEEL STUD BRACING 0 4' -0" OC STAGGERED AND AT STRIKE SIDE OF DOOR JAMBS j - -� - - - - --. FASTEN ' BRA' CE THRU CLG INTO PARTITION TOP TRACK . CEIUNG AS SPECIFIED SEE WALL TYPES PRECAST CONCRETE WALL PANEL a r 1 1/2 SHOWN 09263 -01 CONT TOP TRACK ATTACHED TO STRUCTURE SOUND ATTENUATION BATTS WHERE REQUIRED IN WALL TYPES SOUND ATTENUATION BATTS AS INDICATED ON WALL TYPES 09263 -02 INTERSECTING WALL 0 HINGE SIDE OF FRAME SEALANT (TO CLOSE CAPS - STRIKE FLUSH) TYP 16 GA (MIN) STUD ATTACH GYP BD \ WI SELF DRIWNG SCREWS GROUT FRAME SOLID FRAME AT PRECAST WALL 08110 -16 20 c� STEEL sn�os FLOOR ANCHOR CUPS SECURED TO FLOOR W/ NO LESS TIM (2) SUITABLE FASTENERS (EXCEPT CONC & MASONRY WALLS) SPACED NO LESS THAN •' APART ELEVATION: VERTICAL SECTION THRU FRAME FRAME ANCHOR LOCATIONS 08110 -17 4� v 4 4 i w 3; SECTION A -A PERPENDICULAR TO FLUTED DECK r� N CLG AS SCHEDULED BASE & WALL FINISH AS SCHEDULED FLOOR AS SCHEDULED P3 NOTE: HORIZ. SHAFTWALL DTL SIN. 0 1 -HR. VERT. SHAFT WALL. CLG AS SCHEDULED BASE & WALL FINISH AS SCHEDULED FLOOR AS SCHEDULED 1 HR RATED WALL TYPE I 1/2' = 1' -0' . • 1 -HR RATED WALL TYPE — SEE DINE - /AX.X FOR TYP INTERFACE/TERMINATION 0 STRUCT EXTEND STUDS & 5/8' TYPE 'X' GWB TO STRUCTURE I , TREATMENT AC SNT N\I C .-= � 1 1' - 2' Fir ONE SIDE 1' -10' FIXTURE BOTH SIDES PROVIDE 5 /8' WR OR CBU AS j BACKER FOR CERAMIC WALL TU.E i Cj PLUMBING CHASE PLAN VIEW SMALL PLAN INDICATION FURRING 1 1/2' = 1' -0" TAPED CORNER v y 4 4 4 3 1/2' TYPE 'A' SOUND ATTEN BLANKET 1 4v 1 MIN. 4` THICK OF MIN 8 pct DENSITY MINERAL WOOL BATT INSUL CUT TO SHAPE OF FLUTED DECK ACOUSTICAL SEALANT BETWEEN TOP GYP BD & BOT FLUTED DECK CEILING ASSEMBLY CONC OR CMU SUBSTRATE SEE DETAIL 1/A3.1 FOR rep INTERFACE/TERMINATION DETAILS 0 BOT. OF ROOF FR SNT BOTH SIDES 3 1/2" TYPE 'A' SOUND ATTEN BLANKET 0 IP3A 5/8' TYPE 'X' GWP BOTH SIDES, EXTEND TC STRUCT, ATTACH w/ 1' TYPE S SCREWS 0 8'CC TO VERT EDGES & 1' -C'OC TO TkB RUNNERS & INTERMEDIATE STUDS, STAGGER JOINTS 24'OC EA SIDE & OPP SIDE, LEVEL 1 3 1/2" TYPE 'B' MET STUDS 0 2' -0' OC TO STRUCT, TYP UON FR SNT GA FILE fWP -1 200 0119508 -P3 1' SHAFTWALL LINER 0/ 20 -GA, 6' C -H STUD 0 24' J.C., COVERED ON BOT. W/ 1 - LAYER 5/8' TYPE "X' GWB FOR 1 -HR. HORIZ. S.W. 2 1/2' SOUND ATTEN BATTS IN WALLS & CLG. 5/8' TYPE 'X' GWB, EXTEND TO T.O. HORIZ. SHAFTWALL BOTH SIDES, APPLY GWB PARALJ EL TO STUDS & ATTACH w/ 1' TYPE S-12 DRYWALL SCREWS 0 12'OC. STAGGER JOINTS 24'OC ON OPP. SIDES, LEVEL 1 3 1/2' TYPE 'C' MET STUDS 0 2' -0' OC TO STRUCT, TYP UON FR SNT WALL U.L DESIGN U425 CEIUNG: WHI -495 PSH 0154/C167 GWB OR STUD BRACE • 4'- 0"OCMAX 5/8' TYPE X GWB ON 3 1/2' • TYPE 'C' MU STUDS 1' -4' OC TYPICAL UON BASE/WALL FINISH AS SCHED V FUR FINISH AS SCHED - xWT -C1 jl ---- 2 -1/2' TYPE 'B' MET STUDS 0 2' -0" OC 0119508- xWT -F3 8 NOTES PERTAINING TO BytTiopt4 WA&; NOG flPES 1. SPEW OR NONTYPICAL CONDITIONS ARE INDICATED BY SUBSCRIPT TO THE PARTITION WALL OR FURRING TYPE TAG. SUBSCRIPT A: ACOUSTICAL INSULATION & SEALANT SUBSCRIPT T: THERMAL INSULATION & VAPOR RETAROER EXAMPLE: 5 - } 600/30/16 2. NOT USED. 3. SMALL SCALE PLAN INDICATIONS: STUD WIDTH F OTHER THAN TYPICAL (SEE NOTE 4) STUD GAGE F OTHER THAN TYPICAL (SEE NOTE 11) STUD SPACING IF OTHER THAN TYPICAL SUBSCRIPT (SEE ABOVE) PARTITION WALL OR FURRING TYPE P= PARTITION, F= FURRING, S= SHAFTWAi L, C -CHASE WALL 1 HR FIRE -RATED PARTITION ASSEMBLY 2 HR FIRE -RATED PARTITION ASSEMBE Y FIRE -RATED SHAFT WALL . METAL NON - STRUCTURAL STUDS ARE TYPICALLY 3505125 - 27 UON GYPSUM BOARD IS TYPICALLY 5/8' THICK TYPE 'X' LION 5. PROVIDE GLASS MAT BACKER BOARD BEHIND CERAMIC OR STONE WAL TALE REGARDLESS OF LOCATION. 6. PROVIDE FIRE RATED SEALANT AT HEAD OF PARTITION OF ARE -RATED WALLS AS REQUIRED FOR THE TESTED ASSEMBLy. 7. PROVIDE ARE -RATED SEALANT AT FIRE -RATED PARTITIONS WHERE PAR ITION JAMB CONDITIONS INTERFACE WITH DISSIMI[ AR MATERIALS OR WHERE FIRE TAPING AT INTERFACE OE MATERIALS IS NOT PRACTICAL . WHERE A PARTITION MUST COMPLY W': H BOTH FIRE RATING AND ACOUSTICAL REQUIREMENTS, PROVIDE FIRE- RATEri SEALANT IN PLACE OF ACOUSTICAL SEALANT WHERE FIRE -RATED SEAL ANTS ARE REQUIRE 9. PROVIDE LEVEL 1 FINISH (ARE TAPING) ABOVE SUSPENDED CEIUNG WHEN A •FIRE RESISTANCE RATED PAR', NON EXTENDS ABOVE CEIUNG. 0. WHEN ARE OR SOUND WINGS ARE NECESSARY, THE GYPSUM BOARD REQUIRED FOR RATING SHALL BE BROUGHT DOWN TO THE FLOOR 3FHIND FIXTURES SO THAT CONSTRUCTION WILL EQUAL THAT OF TESTED SYSTEM. 11. 'NDICATED NON- STRUCTUTRAL STUD SPACING ARE MAXIMUMS. INDICATED NON- STRUCTURAL STUD CAGES ARE MINIMUMS. 12. VERIFY PARTITION THICKNESS FOR INTERNAL INCLUSIONS. SUCH AS PLUMBING, FOR CORRECT INSTALLATION OF PANELS, BOXES, ACCE!;SORIES. VERIFY WITH ARCHITECT. 13. "ALIGN' MEANS TO ACCURATELY LOCATE FINISHED FACES IN SAME PLANE. 14. NON - STRUCTURAL STUD FRAMING TYPES A. TYPE 'A' STUDS: 350S125-18 1. ALTERNATE DEPTHS: 162, 250, 362, 400, AND 600 AS INDICATED. B. TYPE 'B' STUDS: 350S125 -27 (TYPICAL LION) 'I. ALTERNATE DEPTHS: 362, 400 AND 60'0 AS INDICATED. C. TYPE 'C' STUDS: 350S125 -30 (DRYWALL) 1. ALTERNATE DEPTHS: 362, 400 AND 600 AS INDICATED. 15. INTERIOR NON- STRUCTURAL STUD FLANGES ARE 1.25- INCHES WIDE REGARDLESS OF GAGE. 16. EXTERIOR & INTERIOR STRUCTURAL STUD FLANGES ARE 1.625- INCHES WIDE REGARDLESS OF 'IEPTH. C6 U a N P2 3•0 • 1 1/2' = 1' - SEE DETAIL 1/A3.1 FOR 1YP INTERFFACE/ TERMINATION DETAILS 0 STRUCT N— BOTTOM OF TRUSS ACOUSTICAL SNT BOTH SIDES 0 P1AI 3 1/2" TYPE 'A' SOUND ATTEN BLANKET 0 Fi (1) LAYER 5/8' GWB BOTH SIDES; EXTEND TO STRUCT. 3 1/2` TYPE 'B' MET STUDS 0 2 OC, TYP LION BASE & WALL FINISH AS SCHEDULED FLOOR AS SCHEDULED ACOUSTICAL SNT BOTH SIDES 0 !P P1] PARTITION WALL TYPE 1 i /z' = i' -a' oiivsoe -vi EXTEND 3 1/2' TYPE 'B' MET STUD BRACING TO UNDERSIDE OF TRUSSES ALTERNATING 0 4' -0' OC & AT STRIKE SIDE OF DOOR OPENING JAMB 5/8" TYPE 'X' GWB BOTH 3 1/2" TYPE 'B' MET SAM. TO 6' ABOVE CLG TYP, UON CLG As SCHEDULED 3 1/2" TYPE 'A' ATTEN BLANKET 0 BASE & WALL FINISH AS SCHEDULED FLOOR FIN AS SCHED KOUSITC.40t4T BOTH SIDES 0 PARTITION WALL TYPE 0119508- xWT -P2 CDLLft rn 3 Z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004 5118 T • 425 889 3333 F . 425 828 9116 COLLINSWOERMAN.COM 1 8200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 MARK DATE DESCRIPTION RiverPoint Corporate Center PROJECT NUMBER 02029.00 ISSUE DATE 4/22/02 AED/TEJ DRAWN BY • ISSUED FOR - 3/ 19/03 SITE REVISION 9/30/02 ADDENDUM 1 WY OF niaw4 MAR 1 9 2003 Mesa GUMMI 1 /28/03 PERMIT SUBMITTAL BUILDING NO. 2 WALL TYPES & DOOR DETAILS A3.2 • SHEET TITLE /NUMBER .r.. sr...w4w. i EXISTING DOOR, ERNE do - REUGHT TO BE REMOVED. �-- EXISTING BERM ` EXISTING BERM REMOVE D IST WINDOW - ASSEMBLY � - DETERMINE IF EXISTING LING ROD CAN BE REMOVED. F SO, PATCH HOLE, IF NOT, PAINT TO MATCH BLDG. M EanNG ARM DIST. Jr. BETWEEN 2- STORY TILT -UP PANELS (1YP.) \--DOSING BERM _* NOTE: THIS EXISTING VERTICAL WINDOW MULLION TO REMAIN REMOVE EXIST WINDOW ASSEMBLY- II I Ii REMOVE BLDG. SICNAGE Li _ 0c151Nc am. Ptrw000 MECHANICAL SCREEN REMOVE EXISTING STOREFRONT WINDOW ASSEMBLY REMOVE EXIST WINDOW ASSEMBLY - SEE ALT #1 • EXISTING DOOR, FRAME & RELIGHT TO BE REMOVED. SEE ALT *1 1 REMOVE EXIST MNOON ASSEMBLY I reAM'arortrer' REMOVE WINDOW & BERM BELOW, & SAW -CUT EXIST. CONC. PANEL FOR NEW EXT. DOOR. L vS i DUSTING Kam. FRAME WINDOWS W/ UNINSUTAfED RF}lEC1M GLASS IYP. SOUTH ELEVATION SCALE: 1/8" al l'-0" (_"\ NORTH ELEVATION SCALE: 1/8" = 1 WEST ELEVATION Ex�sr. ooNC TILT-UP PANELJ -rya. EAST ELEVATION SCALE: 1/8" = l'---0" REMOVE SURFACE 114 . LIGHT FIXTURE. PATCH OPENING. REMOVE EXIST WINDOW ASSEMBLY SEE ALT #1 Vo34191•3 % % % %i ce . yr • _41 A A A A •■• ■■•■■••••=1 •■■ REMOVE BLDG. 9044GE r• Pr ./ • 4A.AN AA 4AA r , or • • • yr .• A 4.4A. •A 40 . ' 4ril A • • or" / 9-7 rv Ir r Al All rA 4 4 AlAil Al Aed • A __A A_44 Wfr Eroji.Fr • • - 11 r ;: =.,; -. * v i+ �i'�_ 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004 -5118 T • 425 889 3333 F - 425 828 91 16 , COLLINSWOERMAN.COM RiverPoint Corporate Center 18200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 n n DRAWN BY • ISSUED FOR • MARK DATE DESCRIPTION ) fr ! J 3/19/03 SITE REVISION 1 /28/03 PERMIT SUBMITTAL 9/30/02 ADDENDUM 1 PROJECT NUMBER 02029.00 ISSUE DATE 4 /22/02 EMOLITION NOTES A4.1 .11ECEMID nanivitA MAR 1 9 2003 Mika gym • SHEET TITLE /NUMBER • BUILDING NO. 2 EXIST. ELEVATIONS W/ ELEVATIONS • REPLACE DAMAGED WINDOW W/ MATCHING GLAZING SEE ALT #1 f MIL PANEL TYPE 1 NEW BLDG ADDRESS RAISED MR NUMERA1SII 1' DEEP 18' TALL DARK BRONZE ANODIZED' ALUM ALLOY RAISED NUMERALS 8r CEM NI NYC OR APPROVED EQ ML EXACT FONT STYLE, SPACING a LOCATION TO OETERIINED. �-- NEw STOREFRONT DOOR & SIDELIGHT TO FIT EXIST OPENING. INSTALL ALARM SYSTEM AT SIDELIGHT. 20' -5't NEW KM ASSEMBLY, W/ MR PANEL SURROUND * r-O' - t 4' E0. Eo I COSTING BERM �-- EXISTING BERM ORSTMIG BERM CUT BACK EXIST BERM TO TERMINATE 0 -- - BASE OF MR PANEL AS SHOWN. CLEAN & PREP NEWLY EXPOSED CONC WALL THIS AREA FOR PAINTING MIL GP FI�CN —PATCH MIO ill 0 REMOVED SIGMGE. EPLACE DAMAGED WINDOW W/ MATCHING GLAZING EXIST Jf B-TWEFN 2 -STORY 11.T-OP PANELS (TYP) OOSTNG BERM OUT BACK BERM TO TERMMATE i ----- BASE OF MTl PANEL AS SHOWN. CUM & PREP NEWLY EXPOSED CONC WALL NS AREA FOR PANTING NEW WINDOW ASSEMBLY WL MIL. PANEL SURROUND LOBBY BEYOND r� NEW PLANTER BOXES — (REMOVED FOR CLARITY) .1 + 2r-6 1/2' — , • • "OA. . 1 + � 1 NEW STOREFRONT wow ASSEMBLY W/ im PANEL G TYPES. I i s DUSTING rm awr000 NfCWWIGI SCREEN REPAINT W/ PT TYPE N10UIFA FACES NEW FIG. / DOWNTURNED SLAB WI FTC. DRAIN, CONNECTED TO EXIST SEE ALT #1 24' -O' 2 NEW STOREFRONT WDW ASSEMBLY W Z MR PANE SURROUND. REF. LEGEND FOR GLAZING TYPES. NEW WDIV ASSEMBLY W/ 1L PANEL SURROUND Y ow ono nos Imo ow* "' / / / /// NEW P.C. CONC. - - -, COLUMN ON NEW � � CYAN & PREP 111T -UP C.I.P. FfC CONC. WALL 0 REMOVED BERM TO RECEIVE NEW PAINT i Ott 111110 14 .11 114, ',/\// 4 1111222 r - CLEAN & PREP TILT -UP CONC. WAll 0 REMOVED REPLACE W/ SAFETY GLAZING BERM TO RECENE NEW PANT TO MATCH EXIST NEW PUWTER BOXES REMOVED FOR CABIN r--MTL GP FILM MTL PANEL TYPE 1 EXISTING ANODX UNINSULATED A NEW STOREFRONT DOOR & SIDE -UGHT, TO FIT EXIST. OPENING. INSTALL ALARM SYSTEM 0 SIDELIGHT. D ALUM FRAME WINDOWS w/ IE CTIVE GLASS 1YP NEW AL STOREFRONT DOOR & FRAME IN EXIST. SYSTEM. REMOVE BERM, SAW -CUT CONC., AS - REQ'D., FOR NEW OPENING. NORTH ELEVATION SCALE: 1/8" = 1'-0" EXIST CONC TILT -UP PANELS 1YP BERM W/ NEW PUNTING SEE LANDSCAPE PLANS FOR DETAIL GLAZING IN STOREFRONT SYSTEM: L BERM W/ NEW PLANTINL SEE 12.0 FOR DR. 1)0P)- TYP TYPE i - REGULAR INSULATED GLAZING TYPE II - SPANDREL INSULA TD GLAZING TYPE III - FRIIILU INSULATED GLAZING SAFETY GLAZING TYP EAST ELEVATION SCALE: 1/8" = 1' -0' SOUTH ELEVATION SEE ALT #1 \— PLANTER WALLS OF PISA II 61OCI! WEST ELEVATION SCALE: 1/8" = 1' -0" \_- PLANTER WALLS OF PISA II BLOCK NOTES 1. AT ALL EXPOSED AREAS OF EXTERIOR CONCRETE USE PS12. 2. AT ALL EXPOSED SOFFITS USE P511. 3. NEW PANELS ARE FLUSH W/ FACE OF NEW STROEFRONT. 4. ALL EXISTING GLASS & WINDOW FRAMES TO OE CLEANED 10 REMOVE STREAKING IF POSSIBLE. TEST CLEANER 0 GLASS & FWMIE PRIOR TO APPUCATION. NEW WDw ASSEMBLY W/ 1'4 MTL PANEL SURROUND L BERM W/ NEW PLANTING SEE LANDSCAPE LANS FOR DETAIL \- BERM w/ NEW RANTING SEE L2.0 FOR DTL 7 : / CALINS ru 7v 3 D z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASH.NGTON • 98004 5118 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN.COM RiverPoint Corporate Center 1 8200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 • ISSUED FOR • MARK DATE DESCRIPTION 3/19/03 SITE REVISION 1 /28/03 PERMIT SUBMITTAL 9/30/02 ADDENDUM 1 PROJECT NUMBER 02029.00 ISSUE DATE 4/22/02 DR/- WN BY AED/TEJ BUILDING NO. 2 NEW EXTERIOR ELEVATIONS A4.2 RECEIVED MAR 1 9 1603 Mum alP6194 SHEET TITLE /NUMBER • ♦ —_.. .tom._.... a::. a `__u .. •La,: .a±, . ;l�" ,. Y'�` � p " ► r Irby .. " � 4e.11,41,, :oitoOo 1 41.der Yet lie • rte:. 4,.1t. . �....... •!•"S"P:IIIIIIII9�. "Ot A!'•. 'AK y,,.K... �.. : . : jr •0II,•••M.M N 0 N••••••.• ' -v•�4 j' • •! EDGE OF NEW GIVE BEYOND EXIST. TILT -PANEL BEYOND - NEW 8' STL COL SEE SIRUCT. EXIST. BRIDGE FRAMING & SUBFLOOR TO REMAIN NEW STL STAIR WI PRE CAST TREADS SEE DTLS. 8 & 9/A9.1 NEW PLYWOOD SUBFLOOR & FRAMING WI CONC. TOPPING FLUSH W/ EXISTING. SEE STRUCTURAL S2.1 SPRINKLER PIPE TO BE CONCEALED AT BRIDGE ABOVE & IN FURRED OUT WALL TO EAST OF STAIR. REQUIRED HORIZONTAL PROJECTIONS TO UNDERSIDE OF STAIR TO MINIMIZE EXPOSED PIPE. .J...J eJ.I.IVVIi. NEW DIRECTIONAL EXIT SIGN NEW FRAMING MEMBER SEE STRUC I NEW SR RAILING FOR A.T. CLG. GRID SEISMIC BRACING SEE 1/A9.1 NEW CARPET ON FLOOR ' LEVELER TYPE 1 ON EXIST. QUARRY TILE FLOOR THROUGHOUT LOBBY. NOTE: FIN. FLOOR BiWN. NEW & EXIST. AREAS TO BE FLUSH R -10 RIGID NSU1ATION TYP. 1 M.5 2ND FLR. 14' -0' 1ST FIR. 0'-0' = 11- -I�!�III�II�I!►�I I- -� I gleeneeeeme. owe. as. e' GWB A atiL 1 Ili =1 1=1 I I III -! 1 R -10 RIGID INSULATION 0 NEW SLAB AREAS NEW A.T. CLG. VARIES 1 'O' VARIES J EX1ST. MFCwWICAL SCREEN r "-- 10 REMAIN 0 NEW AT. CLG. VARIES EXIST. ROOF & RIW STRUCTURE TO REMAIN NEW 4' CONC. SLAB ON 6' CRUSHED GRAVEL WI VAPOR BARRIER M NEW AREAS. SEE STRUCT. DNIGS. FOR DETAILS EXIST. BATT INSULATION TO REMAIN 0 ENTIRE LOBBY en GWB DEPRESS SLAB 1/2' 0 WALK -OFF MAT AREAS. 5/8' WALK-OFF MAT TO SIT ON 1 /4' FLOOR LEVELER TO BRING FLUSH W/ 3/8' NEW ADJACENT CARPET -- -- - - -- Pt* NEW CANOPY & P.C. CONC. ' COLUMN. SEE A8.1 FOR DETAILS, I = 1 I LOBBY SECTION I EAST ELEV SCALE: ,/.• . , — o - 0' V 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004 -5118 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN COM 18200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 MARK ,DATE ,DESCRIPTION PROJECT NUMBER 02029.00 ISSUE DATE 4/22/02 DRAWN BY A ED/TEJ • SHEET TITLE /NUMBER • CDLLINS rn 3 D Z RiverPoint Corporate Center r • ISSUED FOR • 3/19/03 SITE REVISION �2 1 /28/03 PERMIT SUBMITTAL A 9/30/02 ADDENDUM 1 O +aMO A MAR I 9 2003 MINT DER BUILDING NO. 2 NEW LOBBY BLDG. SECTION 1 A4.3 411 0 9/ ..i ..."II/4I..."..01'OJAi i*.P. ....7.P.I►i.... IiV. "i 7;1:1: �:1: �:I.I: �• I; I. �. I: 1; 1; 1; 1_ ��I;1:1:1 • ALIGN • Q WD1 4' -0' 4' THE BIKE 12'-0' ND PANELS FUISN w/ ND GIB J DUSTING ELEV DOORS & FRAMES TO RECENE NEW PAINT aYYrpc:ietlr► ��fruxs -.+.�� sic��y.w. -�A+ c ✓2 w..e a •.- z,- . :i.. oro CORRIDOR BEYOND 4' WD BASE /aS iei iP0J! tS ....1.Werm i es.. 1.P. I.f byIi 1 NEW BEAM, SEE STRUCT. (1w) LOBBY SECTION /WEST ELEV SCALE: 1/2' a 1'_0' C r . ;0'; CCLLINS rn 3 z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004 5118 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN.COM RiverPoint Corporate Center 18200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 • ISSUED FOR MARK DATE DESCRIPTION ; ! 3/19/03 SITE REVISION ,A 1 /28/03 PERMIT SUBMITTAL lD PROJECT NUMBER ISSUE DATE 9/30/02 ADDENDUM 1 DRAWN BY AED'TEJ CRY /F TUNWILA MAR 1 9 ?OJT main coma SHEET TITLE /NUMBER • BUILDING NO. 2 NEW LOBBY BLDG. SECTION 2 02029.00 4/22/02 A4.4 w ALIGN s N • 0 ?•...P. •*ice• 4' TILE BASE Y Cam) EX ISTING ELEV DOORS & FRAMES TO RECEIVE PO PAW i'i�il rrn -.xi. j,�r.�Y n. • J{4CQMR•r1.�.�J� M. 71r r - ,. ... '+rt. , ./dN e'r 1all aw•a CORRIDOR BEYOND NEW GWB Pf1 _ !MOM Amai ' i � " � - . �.• ..M.r ».. ,.+ �• �- - .41; ..;.;, �... n.o �,..�aE..:....x�-L:.�.dA.. ...11I.1 e:47 :. "..477 NEW BEAM, SEE STRUCT (TYP) LOBBY SECTION /WEST ELEV P0 r. �. . • �. ,. . •r. •• i•:i:•:•i•.• sal:• �. �•:•: •:•:•d::::��:�s +:.:•:•:.:•:•_•: 777 108TH AVENUE NORTHEAST _ SUITE 400 BELLEVUE WASHINGTON • 98004 -5118 T• 425 889 3333 F • 425 828 9116 COLLINSWOERMAN.COM 18200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 4 MARK DATE !DESCRIPTION PROJECT NUMBER 02029.00 ISSUE DATE 4 /22/02 DRAWN BY AED/TEJ SHEET TITLE /NUMBER CCiLLI NS rn 3 D z RiverPoint Corporate Center • ISSUED FOR • f 3/ 19/03 SITE REVISION 1 /28/03 PERMIT SUBMITTAL 9/30/02 ADDENDUM 1 A4.4 1 CITY 11,11011.4 MA 1 9 2003 . COMP BUILDING NO. 2 NEW LOBBY BLDG. SECTION 2 SECTION @ SOUTH EXT. WALL SPANDREL GLAZING • A 0 SEE ALT.#1 EXIST 2ND FLOOR OF NM HORIZONTM. Muwow Kos WA f or DUSK (W) U SECTION @ SOUTH EXT. WALL @ CORNER GLAZING SCALE: 1 -1/2' 11 . 1 - MEMBRANE FLASHING OVER WD BLOCKING 0 PARAPET 20 GA GAIN MITI FASCIA - CUP AND COVER. PAINT --EAST ROOF EXISTING DATE FASCIA, CANT, CUR & ROOFING TO REMAIN. NOTE: TF MT1 FASCIA OUTWARD CLEAT AS NECESSARY TO INSTALL MTL. PAN FRAMING. WTI. PANEL TYPE 1 SHIM AS REQUIRED NEW CLEAR ANODIZED ALUM WINDOW ASSEMBLY W/ INSULATING GLASS U = 0.60 TYP. EXIST 1/2 GWB GLUED TO 1 FURRING & RIGID INSULATION CAULK EXIST 1 X WOOD BLOCKING NEW 1 /2' GWB 0 WINDOW HEADS 0 AREAS RECEIVING NEW WINDOW ONLY. EXIST 1 X WOOD SILL, STAINED & SEALED ---- EXIST EXTERIOR FACE OF PANEL BEHIND GLASS IS PAINTED BLACK UNE OF EXIST EXTERIOR REFLECTIVE TEMP. GLASS IN ANODIZED ALUMINUM FRAME, TO 8E REMOVED AS OCCURS. SEE ELEVATIONS, SHT A4.2 I 5 -1/2 CONC. TILT PANEL NEW WINDOW ASSEMBLY TO BE SECURED BY STRUCTURAL ANGLES TO EXIST TILT -UP CONC PANELS. SIZE AND SPACING PER STRUCTURAL DRAWINGS REQUIREMENTS. SHIM SHIM EXIST 2 -1/2' X 1-1/2" X 1/4" STL ANGLE TO REMAIN (TYP 0 HEAD do SILL) EXIST MTL J MOLDING EXIST UQUID DAMP- PROOFING BEHIND 3:1 BERM NEW OR EXIST. BERM AS OCCURS SEE ALT.#1 • L EXIST 2ND __ FLOOR 1 ICJ • • NEW GLASS CANOPY SEE A8.1 FOR DETAILS MR PANEL TYPE 1 DXIST TILT PANEL - NEW STOREFRONT WINDOW SYSTEM, SEE A4.6 FOR GLAZING TYPES MTL PANEL EXPANSION JOINT "• s !r ti fs' f 4:431 S: ! !i` 1:4XT AVVA :;�:i L;!"a iifiEurEa= 1 11 = 1f � 1 _ffiEl Et 1=1=111E111 -1 I =1 I I•-1 1 =1 I I I :!• SECTION THRU SOUTH LOBBY EXTERIOR WALL SCALE: 3/4" ze 1' -0" • • • NOTE: SHADING DENOTES EXISTING CONSTRUCTION RIGID INSULATION R - 10 — 111=���= 1I- i H i I — I 11 =1 I f f ri • NEW CONC SLAB CV • A,_ • . CLLINS rn 7: 3 z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004 5118 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN.COM ,RiverPoint Corporate Center 18200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 • ISSUED FOR • MARK DATE DESCRIPTION 3/19/03 SITE REVISION 1 /28/03 PERMIT SUBMITTAL 9130/02 ADDENDUM 1 PROJECT NUMBER 02029.00 ISSUE DATE 4/22/02 DRAWN BY TEJ A4.5 •uY +wlnr•��".� • • . Nx =� 4l +.r. .,RM�rk.�r'.,..• .. �y„�. �. 3 4 PIKSIVED aYvo TUKII1SA MAR 19 "±;O1 mow mina,. • SHEET TITLE /NUMBER • BUILDING NO. 2 EXTERIOR WALL SECTIONS & DETAILS SCALE: 1/4" = 1 ' -0" SCALE: 1/4" = 1' - 0" NORTH ENTRY ELEVATION REMOVABLE MUWON t /-- BREAK METAL 10' -3' 5' -6' c NORTH ENTRY INTERIOR ELEVATION • 29'-10' BREAK MR PAN (lYP 0 HORIZO AlS & 0 COL ENCL URE) 6' -5' IrI1. CAP FASCIA 1. PANEL 5'_6. 5' -4' 6' -10' 1' -71/4 3 3/4' a ;r tint Amex? ;,mac, ;p• ,< I 5' -2 3/4' 29' -6 1/2' MOB INNEN ® SOUTH ENTRY ELEVATION SCALE: 1/4" = 1'--0" V • a'..:.t.n'.. w'••.M I SEE #4 2' -6' 5 ' -1 1 / 2 ' 4' -10' '1 • 4' -4' ,t 11 z' .: V r SOUTH ENTRY INTERIOR ELEVATION i 4' -0' j 4' -0' C 1/2' 3 1 /2' .r - - - - 2NO FLOOR ELEV. 11' -0 1 11 — 0 1/2' 10 1/2' GWB SOFFIT X 4'-5' — J 2' -0' t, rk 1' -5' SAFETY GLAZING 4 1 - 2 . sol GLAZING IN STOREFRONT SYSTEM: TYPE I— REGULAR INSULATED GLAZING TYPE II — SPANDREL INSULATED GLAZING TYPE II — FRITTED INSULATED GLAZING F i _ — 1 1 WEST CORNER ELEVATION SCALE - . 1/4' = 1' -0" V 3 '9 ' 1 3 A P - 4 CC)LLINS rn 3 z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004-5118 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN.COM RiverPoint Corporate Center 18200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 ISSUED FOR • MARK DATE DESCRIPTION f �3 3/19/03 SITE REVISION 1 /28/03 PERMIT SUBMITTAL 9/30/02 ADDENDUM 1 PROJECT NUMBER 02029.00 ISSUE DATE 4/22/02 DRAWN BY • AED/TEJ A4.6 WSW eft OF YUMA MAR 1 9 PIIPMIT AMR • SHEET TITLE /NUMBER • BUILDING NO. 2 ENLARGED INTERIOR & EXTERIOR ELEVATIONS �. :4...►rc.r ri! t ^ , - *At* x.:- :i.1iS.iw. .�iQ►+4+ .. ..l .+.41∎.16.iiis► '4iiiir•.1:..41. i .' FIRE EXTINGUISHER CABINET FUTURE MAILBOX LOCATION 0 in PENCIL RAIL PLAM 1 MAIL ROOM E. ELEV. SCALE'. 1/4" = 1 -0" WHITE BOARD /PROJECTION SCREEN FINISH it9 9'-6' CONFERENCE ROOM W. ELEV. SCALE: 1/4" = 1' -0" 4 RB1; 4' RUBBER BASE OVERNIGHT DROP BOX LOCATION (N.I.C.) ANGLED WALL CONFERENCE ROOM S. ELEV. SCALE: 1/4" = 1 -0" • \---.111•0.morow CORRIDOR S. ELEV. • / ' /T \ \ \ / / � \ \ \ / . ' f \'. / ^ \ \ /\ ` % S \ \ \� / / % \ 1./ ANGLED WALL AM2 PLAM2 CONFERENCE ROOM E. ELEV. g CONFERENCE ROOM N. ELEV. r EXIT DOOR TO CTAID DCV/UIn V 1YP.TENANT ENTRY SEE 1/A3.1 • 0 CORRIDOR E. ELEV. CORRIDOR W. ELEV. SCALE: 1/4' = CORRIDOR N. ELEV. Ptd .; • Teo L. . C rn 3 z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004 5118 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN.COM RiverPoint Corporate Center 18200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 • ISSUED FOR • MARK DATE DESCRIPTION .1 ;r PROJECT NUMBER ISSUE DATE DRAWN BY 3/19/03 SITE REVISION 1 /28/03 PERMIT SUBMITTAL 9/30/02 ADDENDUM 1 A5.1 NICENED CRY TUKINILA MAR ] 92U3 02029.00 4/22/02 POW coma • SHEET TITLE /NUMBER • BUILDING NO. 2 INTERIOR ELEVATIONS AED • - NEW DRINKIN y r ./././ \ \ \ . \ .� ././././ ( \ \ \ I r - ti � FIRE EXTINGUISHER CABINET FUTURE MAILBOX LOCATION 0 in PENCIL RAIL PLAM 1 MAIL ROOM E. ELEV. SCALE'. 1/4" = 1 -0" WHITE BOARD /PROJECTION SCREEN FINISH it9 9'-6' CONFERENCE ROOM W. ELEV. SCALE: 1/4" = 1' -0" 4 RB1; 4' RUBBER BASE OVERNIGHT DROP BOX LOCATION (N.I.C.) ANGLED WALL CONFERENCE ROOM S. ELEV. SCALE: 1/4" = 1 -0" • \---.111•0.morow CORRIDOR S. ELEV. • / ' /T \ \ \ / / � \ \ \ / . ' f \'. / ^ \ \ /\ ` % S \ \ \� / / % \ 1./ ANGLED WALL AM2 PLAM2 CONFERENCE ROOM E. ELEV. g CONFERENCE ROOM N. ELEV. r EXIT DOOR TO CTAID DCV/UIn V 1YP.TENANT ENTRY SEE 1/A3.1 • 0 CORRIDOR E. ELEV. CORRIDOR W. ELEV. SCALE: 1/4' = CORRIDOR N. ELEV. Ptd .; • Teo L. . C rn 3 z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004 5118 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN.COM RiverPoint Corporate Center 18200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 • ISSUED FOR • MARK DATE DESCRIPTION .1 ;r PROJECT NUMBER ISSUE DATE DRAWN BY 3/19/03 SITE REVISION 1 /28/03 PERMIT SUBMITTAL 9/30/02 ADDENDUM 1 A5.1 NICENED CRY TUKINILA MAR ] 92U3 02029.00 4/22/02 POW coma • SHEET TITLE /NUMBER • BUILDING NO. 2 INTERIOR ELEVATIONS AED • - NEW DRINKIN • FOUNTAIN 1 7 /. /.,, / • �K� \ I � \ FIRE EXTINGUISHER CABINET FUTURE MAILBOX LOCATION 0 in PENCIL RAIL PLAM 1 MAIL ROOM E. ELEV. SCALE'. 1/4" = 1 -0" WHITE BOARD /PROJECTION SCREEN FINISH it9 9'-6' CONFERENCE ROOM W. ELEV. SCALE: 1/4" = 1' -0" 4 RB1; 4' RUBBER BASE OVERNIGHT DROP BOX LOCATION (N.I.C.) ANGLED WALL CONFERENCE ROOM S. ELEV. SCALE: 1/4" = 1 -0" • \---.111•0.morow CORRIDOR S. ELEV. • / ' /T \ \ \ / / � \ \ \ / . ' f \'. / ^ \ \ /\ ` % S \ \ \� / / % \ 1./ ANGLED WALL AM2 PLAM2 CONFERENCE ROOM E. ELEV. g CONFERENCE ROOM N. ELEV. r EXIT DOOR TO CTAID DCV/UIn V 1YP.TENANT ENTRY SEE 1/A3.1 • 0 CORRIDOR E. ELEV. CORRIDOR W. ELEV. SCALE: 1/4' = CORRIDOR N. ELEV. Ptd .; • Teo L. . C rn 3 z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004 5118 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN.COM RiverPoint Corporate Center 18200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 • ISSUED FOR • MARK DATE DESCRIPTION .1 ;r PROJECT NUMBER ISSUE DATE DRAWN BY 3/19/03 SITE REVISION 1 /28/03 PERMIT SUBMITTAL 9/30/02 ADDENDUM 1 A5.1 NICENED CRY TUKINILA MAR ] 92U3 02029.00 4/22/02 POW coma • SHEET TITLE /NUMBER • BUILDING NO. 2 INTERIOR ELEVATIONS AED • ..._.1__..... • ■E.....■ • P FITNESS ROOM E. ELEV. SCALE: 1/4" = 1 '-0" • p ~ �Z 1 1 1 1 1 1 1 �i 1 1 1 1 1 1 1 0 WOMENS CHANGING ROOM E. ELEV. •1/ k SCALE: 1/4" = r-0" MENS CHANGING ROOM W. ELEV. SCALE: ,iz = ,_o.. SO FITNESS ROOM S. ELEV. ENLARGED CHANGING ROOM & FITNESS ROOM PLAN MENS CHANGING ROOM S. ELEV. 12 11 tis.2 .11011 MOOS ■. O EEO maxameRUiiii ■M.'M..00MOO• .. 'E _moue voslM.■ kk% T WOMENS CHANGING ROOM S. ELEV. KEYNOTES O1 ISM TENANT DOOR TO BE WD2 40 MIRE GLASS ASIDE 40 fRNED MIRROR €:: NEW MATER FOUNTAIN OS fXIERIOR MIIIDON <> MINTER; USE PIMP fiiiii- aiMM..aa - WOMENS SHOWER W. ELEV. MEN'S E. ELEV. SIM FITNESS ROOM W. ELEV. SCALE: 1/4" um 1 ktt PI MENS CHANGING ROOM E. ELEV. WOMENS CHANGING ROOM W. ELEV. aar111111 WOMENS SHOWER S. ELEV. SCALE: t /a" = 1' -0' MEN'S S. ELEV. SIM • eX6' CERAMIC akt BASE; USE C13 <> NEW LOCKERS 40 NEW TOWEL pSPfISERJWASIE 01SPp$Al UNIT 10 ND FLUORESCENT COVE FD(IIAtE OVER SINK 11 p(ERpSE EQUIPMENT; OWNER TO PROVOS 404 BUT IN TEL 510R/iCE/015P091 UNIT; U5E PIIMi s . ;7 ®-"------ 3'..4'Lc: S SHOWER E ELEV t/4 = t -0 MEN'S W. ELEV. SIM WOMENS SHOWER E. ELEV iQ 4' BAND Of 1')l1' CERAMIC TIE; USE Ci6 40 65(6' CERAMIC TIE; 115E CT2 15 NFM A(f1lIC 910I1ER ENCLOSURE • 11)02 CERAMIC TILE FLOOR; USE CT1 • FRAMELESS MIRROR • BUILT 14 CEDAR BENCH - - -. - -. .. ■........MEMO ■...UM....E.■ .- ,.. , T,,,, r r FITNESS ROOM N. ELEV. SCALE: 1 /4" = 1 ' -0" 04 2)02' BlxilIOSE CERAMIC 11LE VIM; USE C15 O FRONDS BLOCKING FOR FUTURE 1Y BRACKET MOUNTING I r-s' Qt FUTURE EXERGSE EOUPMFNT. N.I.C. (8? MENS CHANGING ROOM N. ELEV. 1 r — -rT WOMENS CHANGING ROOM N. ELEV. ■.U....■ ■E...E..M■ 111111:::::::: ...E.EMMM.EM.■ ...M.MMM..M... mususam U ... ■.EE.....■ ■...........■ ■ ............. .............. ■.■U ■..M■ 222212212222" . = aa. aa 13 WOMENS SHOWER N. ELEV. SCALE: 1/4' � 1 ' - 0 ' MEN'S N. ELEV. SIM 1 1)301913 i r 777 108TH AVENUE NORTHEAST SUITE 400 • BELLEVUE WASHINGTON • 98004 -51 18 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN.COM RiverPoint Corporate Center 18200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 ,MARK DATE DESCRIPTION • ISSUED FOR • PROJECT NUMBER ISSUE DATE 3/19/03 SITE REVISION 1 /28/03 PERMIT SUBMITTAL 9/30/02 ADDENDUM 1 DRAWN BY AED n ye mi ACNITICT OF w . iUI TO A5.2 02029 00 4/22/02 WIWW MAR 1 9 1003 comp • SHEET TITLE /NUMBER • BUILDING NO. 2 ENLARGED PLAN & INTERIOR ELEVATIONS 4 4 MAX TO T A7 16 W4- It MINIM 11/41011 I sisla B 121111111iiii mai la up/ ■.i _. � i �i� \11111■ ■ • ^3 /L 1111111. a ■' .. ' ._ / ■ _ I k ME 1 : inu 0 0 0r ma , .• . •,, ® ENLARGED TOILET ROOM PLAN SCALE: 1/4" = 1'-o" p I r 4 "r" I MyU( CONTROLS � / ▪ tar � c CONTRO S CONTROLS PTD MANUAL ARE HAND DRYER SP ALARM (NFPA 10) 2 , SINK DEPTH CLR MIN 6 1 /2' MIAX 1 INSUL AI HOT WADER 1 151 : 4 2 LAVATORY / NT $7, �f TSCD PTD /R KEYNOTES Qi Kw 'Mw DOOR TO BE wog 0 WIRf sa/SS RELIT 0 FRA111.) MIRROR O4 NEW MATER FOUNTNN 40 EXTERIOR WINDOW O6 COUNrEit, USE PIAYi L ARE EXTINGISHER A N. • 06" CERAMIC COW ICE; USE C13 O8 NEW LOq(fRS • NEW TOWEL DbPENSER/NASTE DISPOSAL UNIT 10 NEW f UORESCQIT 004E FIXTURE OVER SINK 11 DfFRCISE EQUIPMENT; OWNER TO PROVIDE 4 0 BUILT N TOWEL STORAGE/DISPOSAL UNIT; USE PlAN1 NNl F 1/11 � ■■N/M■ 1111 ■ ■1 1111 ■1 1111 ■ ■ ■ ■ ■ ■ ■ ■ ■■ X111 F IN= i I1i1■M 1 ■■■■■■■■■■■■ I I ^ ■1111■■ ,w w ■■1■■ ~ ii ii i ■■a ■1111■■■■ MENS TOILET ROOM ELEV. TELEPHONE WJR DRYER FORWARD REACH To I MAX TO CONTROLS WOMENS TOILET ROOM ELEV. 14 4' &ND OF 1k1' CERAMIC llf; USE CT6 14 6'K6' CERAMIC TILE; USE CT2 1Q NEW ACRPJC SHOWER ENCLOSURE 16 12'102' CERAMIC TILE FlAOR; USE CT1 14 FRAMELESS MIRROR • BUNT IN CEDAR BENCH WOMENS TOILET ROOM ELEV. SCALE: 1/4" = 1' -0 SCREEN Si WI NOT EXTEND FARTHER THAN FRONT EDGE OF RIM URINAL. SCREEN ■■ ■ f •••11U11R■u■ ■11111 a smis■■■■■■t 1111111111811111 >♦► _ 1111■■■■ 1. I ■ ■ ■.i♦11■1111 MENS TOILET ROOM ELEV. 7 SPOUT T. n ..._� MIRROR WATER 8 6' COOLER/ FOUNTAIN INTERIOR sIGNAce 19 2 BUILNOSE CERAMIC TILE TRIM; USE CT5 z o ! 5: 1 t0 WOMENS TOILET ROOM ELEV. MENS TOILET ROOM ELEV. ELEVATOR DIRECTION DIRECTION SIGNA FLOOR BUTTON 2' • _6 h MIN 5' -0' 2' -3' MIN VAX WOMENS TOILET ROOM ELEV. NOTE: FOLDING SEAT & GRAB BARS SHALL BE CAPABLE OF SUPPORTING A 300 LB LNE LOAD w/o PERMUWENT DEFLECTION - BLKG AS REQUIRED 3' -O' r � WM BAR - FOLDING SEAT r � ROLL -IN SHOWER NOTE: FOLDING SEAT WI REQUIRED (SEE CODE EXCEPTION) TRANSFER SHOWER r7trigoveyi•••1 MENS TOILET ROOM ELEV. SCALE: 1/4" = 1'-0" 3 ADJ We HELD SHOVER HE. w /60' }- LONG FLEXIBLE NG6E LEVER OPERATED WATER CONTROL RECESSED SOAP TRAY �'"?-�► -1 1/2'1 GRAB BAR FLUSH THRESHOLD OR MAX HT 1/2' W MW( SLOPE 1:2 • • .:.... . r • 7 -1'4 3' -6' GB • M.C. TOILET H.C. TOILET CDLLI NS rn 7v 3 D z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004 5118 T • 425 889 3333 F-4258289116 COLLINSWOERMAN.COM RiverPoint Corporate Center 18200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 • ISSUED FOR • MARK DATE DESCRIPTION 3/19/03 SITE REVISION a c . 1 /28/03 PERMIT SUBMITTAL Q 9/30/02 ADDENDUM 1 PROJECT NUMBER 02029.00 ISSUE DATE 4/22/02 DRAWN BY AED VISUAL URM A5.3 . Ilks. .: - .= x.ACAErvitLiaf: iris Lai. 4 • SHEET TITLE /NUMBER • BUILDING NO. 2 ENLARGED TOILET ROOM PLANS & ELEVATIONS L? ) 1 ------.-1 =E._ L_ i 4 0 0 EXIST GWB CLG EXIST EXPANSION JT l/ COVER TO REMAIN. PT / 0 / • • ILLUMINATED 1 • ' • _ - ° EXIT SIGN c EXIST DPAISION JT • • COVER TO EIAAIN. PT .I. II 111 III III II III II III I i i I DIiiii ii i F I'InhIblIIII'I UMINATEo' 11111 � 1 �� 6�_�- 111 !gill I . '-. I 0 IS] EXISTING ■ ■ '.II ■ � � ■1 EXIST ewe CLG 0 13 0 „rr FACE OF SOFFIT 1 111F illi i i t • , . c, 0C rm." 'ging] In IilhIllIIIIIIUhI � 11 11 1111111 11111 IIIlIIIu,_ilI Imp, „ �; 111 111 1 ^X � �1 IIflhIlIIIIIII 111 nu mum 1 III in En 1 il in In 1 El in 1 11 1 11 1 in imp 11 1 m il no I u nom to m m 1 1 immilmin Iml in in il n In in mi 1 1 um II r limmuir-r-T\ 11111 m ni 1 ini In Nu Imin mum 1 in "ni i mp rol In i 1 p 0-0 gnu . LDUST GWB 0.G EXIST ! . .10 ' - • .. Tv m . •II . r••°• • • � ' S . • ' � : • :!Q C II .• . a' .. •.. • • 1- A • .•• • 4 ' i lmi; c eniellif I 11 11 ' i I 11 III 1 II 1 1 I 11 ' 11111 I 11 1111 III III I 1111 II 111 I III 1E1 din. ii 11 ii 1111 111.11. . • 3' -5 1/4' Ai; 7 4 . :3 - Q • • 1 l � i LJ1 r 6 1' -8 1/2” ; • 3' -5 4' 3' -5 • -8 . 6 '_ l ' a • 6' • • II I O ENLARGED LOCKER ROOM CEILING PLAN EXISTING ACOUSTICAL TILE CEIUNG GRID & UGHTING TO REMAIN UNTIL TENANII CONE IMA 'ON , 1 c 11 = = =_ = I /T • • • r • MID NOTES ,s 4 . 1. EXISTING SPRINKLER HEADS TO BE RELOCATED. FIRST FLOOR CEILING PLAN @ BLDG. #2 SCALE: 1/8" = ,. o 2. SPRINKLER HEADS AND HVAC DIFFUSERS ARE NOT SHOWN ON THIS DRAWING. CONTRACTOR 10 COORDINATE LIGHT FIXTURE LOCATIONS WITH HVAC DISTRIBUTION REQUIREMENTS & EXIST. SPRINKLER HEADS. 1 643 s • .r. • - •.• COLLINS rn ix) D z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004.5118 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN.COM - RiverPoint Corporate Center 18200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 MARK DATE DESCRIPTION DRAWN BY 4 • ISSUED FOR • PROJECT NUMBER ISSUE DATE 3/19/03 SITE REVISION 1 /28/03 PERMIT SUBMITTAL 9/30/02 ADDENDUM 1 BUILDING NO. 2 FIRST FLOOR CEILING PLAN A6.1 a.._... .... : ir11:.f: * . vas d � .! "a�aC. a .mss .+pie° � 'L�: ' .'�.woL.niQt•..::��r z.�l M ti 02029.00 4/22/02 AED • SHEET TITLE /NUMBER • (2) EXISTING ACOUSTICAL TILE CEILING GRID & UGHTING TO REMAIN UNTIL TENAN11 CONFIRMATION - - • — 4 EXIST GWB CLG EXIST GWB CLG N GWB S FFIT EXIST EXPANSION JT COVER TO REMAIN. PT EXISTING ACOUSTICAL MI CEIUNG GRID & UGHTING TO REMAIN UNTIL TENANT CONFIRMATION 3 1/2' _ EXIST EXPANSION JT COVER TO REMAIN. PT /I '01 I I CWBICLG TO REIAAIN GWB'* VERT FACE OF 1OFFIT Jj = r, Li It 3 1/2' L 4 I SIZE & LOCATION TO 4 DETERMINED UNEAR DIFFUSER EXISTING ACOUSTICAL TILE CEILING RID & UGHTING TO REMAIN UNTIL TENANT CONFIRMATION is _NOTES I EXISTING ACOUSTICAL TILE1 CEIUNG GRID & 2. UGHT FIXTURES SHOWN IN ACOUSTICAL CEIUNG TILE GRID TO BE CENTERED IN RESPECTIVE TILES. 1. NEW HVAC SUPPLY & RETURN FOR THE LOBBY WILL REQUIRE NEW DUCTWORK ABOVE 2ND FLR. G. 0 LOBBY. ACTUAL DIFFUSER & DUCT SIZES, LOCATIONS, AND MATERIAL WILL BE DETERMINED BY MECHANICAL SUBCONTRACTOR, PROVIDED BY G.C. AND REVIEWED wrrN OWNER & ARCHITECT FOR APPROVAL, PRIOR TO INSTALLATION. FINAL SYSTEM DESIGN TO PROVIDE HEATING & COOUNG SUPPLY & RETURN TO CODE MINIMUMS. UGHTING TO REMAIN JNTI TENANT CONFIRMATION SECOND FLOOR CEILING PLAN @ BLDG. #2 SCALE: 1/8" = ••■•••••••• ••••• ••••• • ••••■•••■ ••••• .••••■••6 ......••••••■•■•■■.••••••■•••-• 1 L -= ••■ V ) te3 e4 • 3 EXIST. GWB CLG. . _ ••1% ""41 C-DLLI NS rn 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON 98004 5118 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN.COM RiverPoint Corporate Center 18200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 Li DRAWN BY • ISSUED FOR ■ MARK 'DATE DESCRIPTION 3/19/03 SITE REVISION 1/28/03 PERMIT SUBMITTAL 9/30/02 ADDENDUM 1 PROJECT NUMBER 02029.00 ISSUE DATE 4/22/02 A , • ED • SHEET TITLE/NUMBER BUILDING NO. 2 SECOND FLOOR CEILING PLAN A6.2 NIECOVIID OTV or notwut MAR 1 9 2003 Pow WPM —t .4, - 64. :,116 tMl. he? Wit i t 44. ALA 1.4.141 .411461 1/4" ST!. PLATE ON - TOP OF 1 1/2' TOPPING SLAB • N ELEVATOR CAB INT. W. ELEV. SCALE: 1/4" = l'-0" • SCALE: 1 1/2" • 1' -0" 5/16" VERTICAL POST OVERLAP OF STL. PLATE BEHIND VERTICAL POST PLAN DTL. @ RAIL UPRIGHT SCALE: 3' = 1' -0" 3/8" VERT STL POST 3/8' ST ROD 1/4' STL PLATE 1/4" SPACING BETWEEN STL PLATE AND GWB T.O. TOPPING SLAB 14' -O' ,I CLU-IAM PER STRUCTURAL �— vie' GWB OVER CHANNEL J. BEAD 0 TOP EDGE 7/8' REA. CIMNNEL/ FURRING BRIGDE &HANDRAIL DTL. • II I (QUA! r 4 EQUAL v EQUAL EQUAL EQUAL N. ELEV OF BRIDGE • EQUAL SCALE: 1/2" s 1' -0" S. ELEV. OF BRIDGE STAIR #3 SECTION • EQUAL 4' EQUAL 4' MOEMMOMPr MRWOOr Al .1 /r/ �"'. �"' iRP 1w i ri7",!A•, o i ww. iPigIi iy.Yi 15 T 0 11' 13-9 r `- t +`•'� Y: i , ".'4' ' _:� ,z . -ti p.. ,. •r - .� ' ,STAIR KEYNOTES: OP DOWNWARD STRUT TO ALIGN W/ VERTICAL POSTS & MATCH WIDTH & TAPER. K HORIZONTAL ROD TO MATCH ABOVE IN SIZE AND ALIGNMENT. 40. HORIZONTAL FLAT TO MATCH RADIUS OF RAILING ABOVE W,' WELD CONNECTION AT SW END TO UNDERSIDE OF STRINGER CHANNEL. 4O 48' WIDE CANE RAIL BEYOND. VERTICALS TO MATCH STAIR RAIL IN THICKNESS & TAPER PROFILE. HORIZONTAL RODS 0 t' O.C. TO MATCH STAIR RAIL. (TOP HORIZONTAL IS FIAT STL TO MATCH STAIR). SCALE: 1/4" = 1 ' -0" _ ti tee• �• tr t STAIR #3 FIRST FLR. PLAN STAIR #3 SECOND PLR. PLAN a n h CbDLLI NS rn 7v 3 D z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004 -5118 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN.COM RiverPoint Corporate Center 18200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 ISSUED FOR MARK DATE DESCRIPTION L UEIV1 1l OR Al 9/30/02 ADDENDUM 1 A7.1 • 3/19/03 SITE REVISION 1/28/03 PERMIT SUBMITTAL PROJECT NUMBER 02029.00 ISSUE DATE 4/22/02 DRAWN BY AED MOWM MY Or TUNIVI MAR 1 9 24? MINT cana SHEET TITLE /NUMBER • BUILDING NO. 2 STAIR #3 PLANS & SECTION & ELEVATOR INT. ELEV'S. .•..i. -•:. aoa. ♦. v s:: ....:.��i »M:�3- : "fs.""�f'ii.Ja .,P - .� "� <�/lFi�:N ► /1N •i 1w.li . •.wi 1 4 • • 3' = 1' -0' a dQ • d a ! N d 1' -3' , 1' -3" 0 BASE (GROUND) * 8 � AOT TYP CONC REVEAL I I I I I 1 I �- J STL. BASE PLATE — PTD. WELD TO IMBED OR ANCHORED TO STUDS. w 0202907A81 PROVIDE CONT. VAPOR BARRIER TO EXTERIOR & FILL VOID W/ RIGID INSULATION (R TYP.) CAST IN PLACE CONC COL (SACRETE IMPERFECTIONS & PAINT) FINISH SIDEWALK SLAB CONC. FIG. 3/8' FACE OF BDM f WEB SIiFNER — CANOPY CANO GLASS STL PIPE COL TO MATCH CANOPY CHANNEL FLANGE WIDTH PLATE STIFTNER (EQ. EACH SIDE) J I� . = 1 ,_ D a 4X 12ISOEIIM 1 1/2' = 1' -0' L l 1' -0' O T O P 1' -0" 1 C 4 • COLUMN @ CANOPY 1/2. = i'-o. PURLIN SECTION PLAN 0 COLUMN 9' FACE OF STL COL 1 1/2' I 3'4 O.C. MAX X 3 9' FACE OF STL COL r r y x 9/16' LAM. GLASS — POP RIVET 0 PRE— DRILLED HOLES 0 2'- O.C. (HEAD SIDE FACING OUT). IITL STRAP 0 3' -5' O.C. (TO ALIGN W/ PURLINS) HIGH PT OF GUTTER BEYOND C12 X 25 CANOPY CWWNE'L KAWNEER ENCORE 1' CROSSRAIL MNF1LL f175-109 6 X 10 STL COL BEYOND BRAKE MTL FACE OF COL ENCLOSURE BEYOND SECTION @ CANOPY GUTTER 1 Vr 0202905Ae1 1 1/2' I• y° 3'4 oc. MAX .r . � y 9/16' LAM. GLASS SLOPE • 1 /8' /FT OWE MTL 20 GA PTD SR. GUTTER 1/4' FLAT SR STONER OiAKF Mn. TO MATCH WINDOW FRAME C12 X 25 CANOPY CHANNEL TS 4 X 8 OUTRIGGER SEE S2.1 SECTION OUTRIGGER 1' X 2 -1/2" DEEP REVEAL OW). 0202903A81 1 1/4' X 1 1/4' CLIP ANGLE GLAZING PAD (TOP & BOTTOM) 7/16' OR 9/16' LAMINATED G S 0202904A81 • 0202906A81 • a o • CO FOIL FACED F.B.I. 3' DIAMETER CONCEALED DOWNSPOUT L FACE OF GLASS FINISH FLOOR a 0 1/4' ALUMINUM FLAT BAR. SHIM THIS SIDE ONLY W/ STRUCTURAL SILICONE SEALANT TO GLASS. SECURE W/ S.S. COUNTERSINK SCREWS 0 12' O.C. MAX. WT 2 X 6.5 PURLIN (TYP). PROVIDE 1/2' SHIM BENEATH PURLIN 0 SOUTH END TO CREATE SLOPE TOWARDS GUTTER. (6 X 10 COLUMN) I '- EQ. 3 r 5 8 X 4 OUTRIGGER I EDGE OF GLASS 31' - 9 3/4' 7/16' LAMINATED SAFETY GLASS 1/4' X 1 1/4' TOP ANGLE CUP SECURED TO WT2 X 6.5 PURLIN W/ BOLTS 0 36' O.C. (MIN. 2 PER SIDE) SEE DETAIL C12 X 25 STL CHANNEL SEE S2.1 ALL STEEL 0 CANOPY TO BE A.E.S.S. FINISH TO BE SHOP PAINTED w/ FIELD TOUCHUP. (DOORS) NOTE: 1. ALL STEEL 0 CANOPY TO BE HESS STANDARD. 2. LAMINATED GLASS TO HAVE LT GAGE ST STL. WEATHER PROTECTION ENCLOSURE STRIP 0 EXPOSEC EDGES PER MFR REQUIREMENTS. E3 E q (DOORS BEYOND) EQ. 8 X 4 OUTRIGGER CAST IN PLACE ---- COLUMN BELOW 0,44Poia/.3 EQ. - . PRIMARY FRAMING CHANNEL BELOW " X PLAN @ CANOPY 1/2- =1.-o. 1/4' WEB STIFFNER PLATE ® c . OF COLUMN - 9/16" LAMINATED GLASS 'ONLY r 1 I I I 1 I I L J C •r.• .**i • 4 SOUTH ELEV. @ CANOPY 1/2' = r - 0' 0202901A81 0202902A81 COLLINS rn 3 D z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004 -5118 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN.COM RiverPoint Corporate Center 18200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 • ISSUED FOR • MARK DATE DESCRIPTION A8.1 44 =+.�i► «I `fin► r .►.. ,�c-; _ :. ,. :.f ,:...,. �3 3/19/03 SITE REVISION 1 /28/03 PERMIT SUBMITTAL 9/30/02 ADDENDUM 1 PROJECT NUMBER 02029.00 ISSUE DATE 4/22/02 DRAWN BY �AED t . . 1 Orr OF TUIMMUI MAR 1 9 2003 'wwrT ommu • SHEET TITLE /NUMBER • BUILDING NO. 2 EXTERIOR CANOPY DETAILS 3 FACE OF EXIST. CONC PANEL y Ot 1, t $ .7 cj R ACV • • INA a N 0 NEW 6" STOREFRONT WINDOW SYSTEM e 3' = 1'-0" ' •.air .n.J'.' . '.w..'r .j.' a •_.;+•a • . PLAN DTL ABOVE ENTRY 0202903A82 BRAKE MTh ENCLOSURE TO MATCH WINDOW FRAME -MSS6X 10 SR. COL PVC FOAM W/ ADHESNE EDGE OF FRAME BELOW DIME F.O.HSS4X 12 BELOW NEW COLUMN -LOBBY WINDOW WALL 0202905482 SP NEW 6' STOREFRONT WINDOW SYSTEM • .:♦ .f..r►:'C :� ti' �ia�+.i.'Z . .�,i•.• �y. '!+ �� •.M.in•af � •� _ .i'Ja +t',.3• V PLAN DTL IP ENTRY 1/2" = 1' -0` 3" = 1' -0" 0202902A82 1 -1 /t FURRING & FRAMING AS NECESSARY (SEE SIRUCT) DTL Q NEW MTL PANEL RETURN 0202904482 - - ----- - NIP 01•1. NEW WINDOW SYSTEM CLIP ANGLES PER STRUCTURAL LOADING REQUIREMENTS TO BE DESIGNED BY WINDOW INSTALLER & VERIFIED W/ STRUCTURAL ENGINEER • z � o I- c 'g; NEW Mil PANEL ON MTL STUD FRAMING PER STRUCTURAL HEW � sEE ALT `1) ( EXISTING W INDOW FRAMING `r . EXIST ROOF DRAIN LEADER TO REMAIN —I ALIGN VERTICAL 4ULIION FLUSH W/ NEW GWB LAYER (TYP) EXIST GWB (FRAMING UNKNOWN) TO REMAIN NEW SEALANT 0 VERTICAL JTS W / EXIST GWB. IF SHIM GAP FOR NEW WINDOW WALL CREATES AN OPENING BETWEEN WINDOW FRAME & EXISTING SILL, HEAD OR WALLS GREATER THAN 1/4', PROVIDE NEW WD SILLS KEYNOTES NEW MTL PNNEL ON MIL STUDS FRAMING PER STRUCTURAL. CONCEALED DOWNSPOUT F/ CANOPY NEW STEEL COLUMN, SEE STRUCTURAL. EXISTING CONC 1 LT-4P PANEL NEW GM OF MTI STUDS OR FURRING • 16" O.C. FRENCH CLEATED WOOD PANELS, FLUSH NI/ NEW GWB WALK -OFF ENTRY MAT. ALUMINUM THRESHOLD *1 ACCESS PLATE FOR CONCEALED DOOR CLOSER FORDWARE. REMOVABLE MULLION W1 ASSOCIATED SECURITY HARDWARE TO SUPPORT EXTERIOR CARD READER SYSTEM. OUTRIGGER BEAM ABOVE. BURY IN NEW GWB PARTITION. SEE STRUCTURAL FOR BEAM SIZE PLAN DTL @ SW CORNER 1/2' = V-0" 0202901482 . .. . •.4 COLLI NS rn 7v 3 Z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004 -5118 T • 425 889 3333 F • 425 828 91 16 COLLINSWOERMAN.COM RiverPoint Corporate Center 18200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 MARK DATE DESCRIPTION DRAWN BY • ISSUED FOR 3/19/03 SITE REVISION 1/28/03 PERMIT SUBMITTAL 9/30/02 ADDENDUM 1 PROJECT NUMBER 02029.00 ISSUE DATE 4/22/02 AED arTlei MO 41 2003 .w► 7 COMM • SHEET TITLE /NUMBER • BUILDING NO. 2 EXTERIOR PLAN DETAILS A8.2 may, +. � S �; f ' •11ii.4 t. 2' -0" UON r -s Max ' FAUCET CONTROL HANDLES RETURN AT ENCLOSING J PTNS PLAM TOP, BACKSPLASH, & SELF EDGE OVER 3/4' i POPLAR PLYWL CORE I � r-- o ,, ■ '-< WALL BACKING E0 LAV COUNTER ELEC BOX WHERE OCCURS -� ccit 0 e cc W N 3' = 1'-o' 1 2' -1' UON ti RETURN AT ENCLOSING —� PINS — 1 1 1' = 1' -0" NOTE: TOP & BACKSPLASH COVERED w/ PLASTIC LAMINATE INTEGRAL COVE BASE MIRROR 2x4 PERIMETER FRAMING do CENTERED BTWN LAYS NOTE: INSULATE OR COVER EXPOSED HW & DRAIN PIPES BASE CABINET W/ DRAWER El WALL TYPE PER PLAN COVE CAP — CONT SHEET VINYL, OVER CORNERS �Fl�ll�, MITER 0 06415 -03 06412-05 00650 -01 'tn 3/4" PBD ADJUSTABLE SHELF PLAM ON SEMI - EXPOSED SURFACES 3/4" PBD DOOR PLAM ON EXPOSED SURFACES 5mm 0 HOLES MELAMINE CABINET INTERIOR PLAM ON EXPOSED EDGES r 3F 3 EQ., ALIGNED FASTENMGS PER TREAD HAND RAIL /BLOCKING 3" = 1' -0' _ RADIUSED WALK OFF MAT �� OR CARPET #2 — I FLUSH- 2' CONC ON 2' MIL. DECK 20 -GA (SEE TRUCT.) 3 X 3 X 3/16' STL. TUBE (SEE STRUCTURAL) RADIUSED 5/16" ON. Hq E 60 OEG. STAGGERED CTR. PERFORATED ICI.. RISER W/ FINISHED END PATTERN (63% OPEN AREA) NO. 8 GAGE. 'WIPED' CARBON SHEET SEC_ @ TOP OF STAIR LANDING 1/4" RADIUS EDGE (TYP). 1/4" — MOUNTING BRACKET - ""' 5' - 0 • OC MAX + SCHLUTER STRIP 0 EGDE STAINED PRE -CAST CONC TREAD W/ SANDBLAST TOP & FRONT SURFACE W/ REBAR PER MFGN. STL IMBED WELD PLATE 0 EA. END TO BE PAINTED. STN.. ANGLE CUPS O EA STRINGER PER STRUCT. IPA j5 EDGE PREPARATION (0 TOP OF RISER). 1 1/ cc N 17' STRINGER 110 BEYOND / 11" TROWEL SMOOTH OR FORM FINISH UNDERSIDE 1 1/2" DIA PIPE RAILING PLUG END OF HANDRAIL do RETURN TO WALL SCREW FASTENED � FR 2'x8" WOOD BLK NESTED IN 8' HORIZ MTL STUD SEE WALL TYPE 09263 -05 0202908A91 SECTION TYP. TREAD/RISER 1 i/7 = rd 0202909A91 • LOCKER CURB 1 1/2" = 1' -C' 1 HOUR WALL W '35 NON -RATED WALL FE CABINETS 1 1/2' = 1' -0' PUN DETAIL •w VERIFY WIDTH w/ LOCKER MFR .‘■ HALF HEIGHT PTN NOT 10 SCO41 -- SEE WALL TYPE -- MTL LOCKERS 1/2" PLYWOOD EXTEND WP MEMBRANE UP BASE SUBSTRATE WHERE OCCURS 1/2' OVERHANG 0 PT 2x WO BLOCKING MTL CUP, 20 GA 1 "x1'x2' -6 I -- -- 5/8' TYPE 'X' GYPSUM 8D STL STUD WALL SEE PLAN FIRE EXTINGUISHER CABINET, RECESSED IN WALL 5/8" GYPSUM BD STL STUD WALL SEE PLAN 10515 -01 10522 -01 FR WOOD BLKG 3' x3' x1/4 STL ANGLES 3/16' RAMSET LOW VELOCITY FASTENER - 1' PENETRATION INTO FLOOR SLAB OR ::OUAL, TYP 5/8" GWB BOTH SIDES, ATTACHED TO 3 1/2 STL STUDS, 0 2'40C 3%3%1/4' STL ANGLES • MAX 6' -O'OC 3/1 6' ORT 05500 -06 • Ad I IIl1: JIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIIII MX 1/8' POP RIVET 0 4L.L MEMBERS ONE WALL WALL ANGLE 112 GA SPLAY WIRE BRACING PLANE OF EA MAIN RUNNER VERT ANGLE 0 45' (12' -0' OC IN ALL DIRECTIONS. 144 SQ FT MAX) START WITHIN 6' OF WALL VERT SEISMIC STRUT 0 - ---- -- 45' 12' OC EA WAY (1 5/8" FASTEN . 0 MAIN RUN & CUT TIGHT TO STRUCT; HELD IN PLACE W/VERT WIRE WIRE & HEAVY GAGE WIRE PIN Corr SUSPENDED GYP BD CLG 2 S - 1 , 0 . 0 CROSS h[ SUSPENDED CEILING r = r -o 112 GA VERTICAL WIRE HORIZONTAL STRUT TYPI CONTINUOUS �• — ACOUS CLG MAIN RUNN TEE 1 1/2' COLD ROLLED CHANNEL AT 4'-(r FURRINC CHANNEL CUP 8 GA GALVANIZED WIRE HANGERF AT 4' -0'OC \---- 25 CA METAL HAT CHANNEL AT 24'OC WALL SURFACE \ 5/8 GWB CORNER REINFORCEMENT USED 0 GWB PARTITIONS ONLY 1' -6' N.T.S. TYPICAL SOFFIT AT WALL 1.,r , ro ...._J.' ..... .......d • PNL ER OR CROSS • 71047 " IIIIIIIIIIIIIIIIIIIIIII !IIIIIIIIIIIIIIIIIIIIIIIII MAX PROVIDE 1 /2' ` SPACE OPPOSING WALL -- --- HEAVY GAGE WIRE PIN -- ----12 GAGE VERT WIRE HANGER 0 4' - O' OC ALL HANGERS AND SPLAY WIRES TO HAVE A MIN OF 3 TURNS IN 1' OF RUN 45' 4 MAIN TEE 09512 -01 09510 -02 3 1/I 20 -GA STL STUD BRACING, MAX. SPACING 48' O.C. WALL TO STRUCT. ABOVt . g: L CLG AS SCHED AITL . to BEAD 5/8' GWB ON 3 1/2" • 20-01 24' O STL .C. STUDS 2i 3.1 FOR SEE SHOWN" TYAPES 02029_01A91 COLLINS rn 3 D 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON . 98004 5118 T • 425 889 3333 F•4258289116 COLLINSWOERMAN.COM RiverPoint Corporate Center 18200 & 18300 CASCADE AVE. SO. TUKWILA, WA 98188 • ISSUED FOR • MARK DATE DESCRIPTION DRAWN BY ' 3/19/03 SITE REVISION Q 1/28/03 PERMIT SUBMITTAL 9/30/02 ADDENDUM 1 PROJECT NUMBER 02029.00 ISSUE DATE 4/22/02 SHEET TITLE /NUMBER • BUILDING NO. 2 INTERIOR DETAILS A9.1 antSr MA R 1 9 /603 mum calm: ' TO 4 • I / DRAWING LEGEND MARK DESCRIPTION MARK DESCRIPTION O FOOTING AD FOOTING OOTING SCHEDULE) (REFER 10 SPREAD S 'r' INDICATES DIRECTION OF DECK SPAN cD PILE CAP SYMBOL (REFER TO SPREAD PILE CAP SCHEDULE) I INDICATES WIDE FLANGE COLUMN n 0 TILT-UP/PRECAST CONCRETE WALL CONNECTION SYMBOL £REFER TO CONNECTION DETAIL) p INDICATES HOLLOW STRUCTURAL SECTION (HSS) COLUMN OR TUBE STEEL (Ts) COLUMN �+ W SHEAR WALL SYMBOL (REFER TO SHEAR WALL SCHEDULE) • INDICATES W000 POST/COLUMN �1 REVISION TRIANGLE o INDICATES HOLLOW STRUCTURAL SECTION (HSS) COLUMN OR STEEL PIPE COLUMN 0 TILT -UP /PRECAST CONCRETE WALL PANEL NUMBER (REFER TO TILT -UP/ PRECAST CONCRETE WALL ELEVATIONS) INDICATES CONCRETE COLUMN O1 MASONRY WALL REINFORCING SYMBOL (REFER TO MASONRY WALL REINFORCING SCHEDULE) - � INDICATES MOMENT FRAME CONNECTION DRAG STRUT WELD LENGTH (REFER TO TYPICAL DETAIL) - INDICATES DRAG CONNECTION 5D INDICATES DOUBLE SHEAR CONNECTION (REFER TO THE STANDARD BOLTED INDICATES WOOD OR METAL STUD BEAMS CONNECTION DETAIL) INDICATES NUMBER OF STUD RAIL REQUIRED AT COLUMN (REFER TO S WALL INDICATES MASONRY /CML WALL { SR ) STUD RAIL DETAILS) • ROOF /FLOOR DIAPHRAGM NAIUNG INDICATES CONCRETE/TI�T -UP SYMBOL (REFER TO DIAPHRAGM . ' ' ' - - $ ' NAIUNG SCHEDULE) CONCRETE WALL C1 STEEL /WOOD COLUMN SYMBOL (REFER TO STEEL /WOOD COLUMN SCHEDULE) INDICA - ES WOOD SHEAF WALL T SLAB ELEVATION SYMBOL (T/ REFERS ' TO COMPONENT THAT THE ELEVATION REFERENCES) - _ =:_$ INDICATES BFARING WALL BELOW 1' -O- _ . 0 STUD BUBBLE (INDICATES NUMBER OF STUDS REQUIRED IF $- _ INDICATES EXISTING WAL _ POST- TENSION DEAD END (PLAN) NUMBER EXCEEDS ()) INDICATES STEP IN FOOTING (REFER TO TYPICAL STEP IN FOOTING DETAIL) 10--4 ---(ii? DETAILS OR SECTION CUT (DETAIL NUMBER /SHEET NUMBER) °"--, POST - TENSION STRESSING END !pi AN) .� X /SX.X DETAILS OR SECTION CUT IN PLAN POST-TENSION PROFILE (PUN! ,•� , nr VIEW (DETAIL NUMBER /SHEET NUMBER) X /SX.X .; INDICATES LOCATION OF CONCRETE WALLS. SHEAR WALLS OR BRACED FRAME ELEVATIONS i , INTERMEDIATE STRESSING ( AN) SPAN INDICATOR (INDICATES EXTENTS OF FRAMING MEUBERs Or? UTHEP STRUCTURAL COMPONENTS) , �I ,ABBREVIATIONS - Angle FD Floor Drain PP iartioi Penetration AB Anchor Bolt FDN Foundation PREFAP P •efabricated ADDL Additiono' FIN Finish .PSF Pounds per Square ALT Alternate FLR Floor Foo' ARCH Architectural FRP Fiberglass PS: Pounds Per Square B/ Bottom Of Reinforced Plastic inch BMU Brick Masonry Unit FTG Footing PSL Parallel Strand BP Boseplate F/ Face of Lumber BTWN Between GA Gage P -T Post - Tensioned BLDG Building GALV Galvanized PT Pressure Treated BLKG Blocking GEOTECH Geo +echnicoi - R Radius BOT Bottom GL Glue Laminated RD Roof Drain E Centerline Timber REF Refer /Reference C Camber LAMB Gypsum Woll 600rd REINF Reinforcing CIP Cost in Place HDR Header REOD Required CJ Construction or HF Hem -Fir RET Retaining Control Joint HGR Hanger SCHED Schedule CLR Clear HD Hold-down SECT Section CMU Concrete Masonry HORIZ Horizontal SHTHG Sheathing Unit HP High Point SiM Similar COL Co!umn HSS = TS (Hollow SOG Slob on Grade CONC Concrete Structural Section) SPEC Specification CONN Connection ID Inside Diameter SO Square CONST Construction IE Invert Elevation SR Studrail CONT Continuous IF Inside Face SF Square Foot CP Complete INT Inte• SST Stainless Steel Penetration k Kips STD Standard CTC ' Center to Center KSF Kips Per Sq.Ft STIFF Stiffener C'SINK Countersink LF Lineal Foot STL Steel 0 Diameter LL Live Load STRUCT Structural OB Drop Beam LLH Long Leg Horizontal SWW1 Solid Web Wood DBA Deformed Bor Anchor LLV Long Leg Vertical Joist DET Detail LP Low Point SYM Symmetrical DBL Double LONGII Longitudinal T/ Top Of CEV Development LSL L.'ninoted Strand Lumber T&B Top & Bottom DF Douglas Fir LVL Lar Veneer Lumber TC AX LD Top Chord DIAG Diagonal MAS Masonry Axioi Load DIST Distributed MAX Maximum TCX Top Chord Extension DL Dead Load MECH Pechaninof T &G Tongue d Groove DN Down MEZZ Mezzon!ne THKND Thickened DO Ditto MFR Manufacturer THRU Through DP Depth /Deep MIN Minimum TRANSV Transverse DWG Drawing MISC Miscellaneous TYP Typical FA Each NIC Not In Contract UBC Uniform Building EF Each Face NTS Not To Scale Code EL Elevation OC On Center UNO Unless Noted ELEC Electrical OD Outside Diameter Otherwise ELEV Elevator OF Outside Face VERT Vertical • EMBED Embedment OPNG Opening W Wide EO Equol OPP Opposite W/ With EQUIP Equipment OWSJ Open Web Steel Joist W/O Without EW Each Way OWWJ Open Web Wood Joist WHS Welded Heeded Stud EXF Expansion E Plate WP Working Point EXF JT Expansion Joint PAF Powder Actuated Fastener WWF Welded Wire Fabric EX ST Existing PERP Perpendicular t Plus or Minus EXT Exterior PLWD Plywood GENERAL REQUIREMENTS GOVONINQQOM he "Uniform Building Code ". 1997 Edition, as adopted and modified by the City of Tultwirila shall govern design and construction. REFERENCE STANDARDS Reference to a specific section in a code does not relieve the contractor from compliance vs* the entire standard The latest edition of the standard shall be used unless a specific date is indicated DEFWITIQNS• The following definitions cover the meanings of certain terms used in these notes • "Architect /Engineer" - The Architect and the Structural Engineer of Record (SER) • "Structural Engineer of Record" (SER) - The structural engineer who is legally eligible to stamp & sign the struc- tural documents fig a building protect The SER is responsible for the design of the Pnmary Structural System • "Specialty Structural Engineer' (SSE) - A licensed professional engineer, not the SER who performs specialty structural engineenrlQ services necessary for the structure to be completed and who has shown expenence and twining wi the specific specialty The general contracto: subcontractor or supplier who is responsible for the de- sign. fabncation and installation of specialty - engineered elements shalt retain the SSE Submittals shall be stamped and signed by the SSE Documents stamped and signed by the SSE shall be completed by or under the direct supervision of the SSE with a civl PE license issued by the State of Washington • "Submit for review" - Submit to the Arc nitect /Engineer for revew prior to fabrication or construction • `Per Plan" - kidicates references to the structural plans, elevations and structural general notes :VOTE PRIORITIES Notes on the individual drawings govern over these general notes SPECIIFICATION$ Refer to the contract specifications for information in addition to that contained in these notes and the structural drawings S_TRSCTURAL DETAILS The structural drawings are intended to show the general character and extent of the project and are not intended to show all details of the work ARCHITECTURALpRAWINi $ Refer to the architectural drawings fir information including but net limited to dimen- sions elevations slopes door and window openings non - beanng walls curtain walls elevators curbs. drams, depres- sions railings waterproof ng. finishes and other nonstructural items STRUCTURAL RESPONSIBILITIES The structural engineer is responsible for the strength and stability of the pnmary Structure in its completed form CONTRACTOR RESPONSIBILITIES The contractor is responsible for the means and methods of construction and all job related safety standards such as OSHA and WSHA including those steel erection items specifically addressed in the lat- est OSHA regulations The contractor is responsible for the strength and stability of the structure dunng construction and Shall provide temporary shonng bracing and other elements required to mantain stability until the structure is complete It is the contractor's responsibility to be familiar with the work required in the construction documents and the requirements for executing it properly The contractor shall at his discretion employ a Washington State registered structural engineer for design of temporary bracing and shonng Bolting and field welding at all member connections is to be completed prior to the release of the member from the hoisting mechanism unless reviewed and approved by the General Contractor's temporary bracing and shonng design engineer Submit construction sequence to Architect'Engineer for review The contractor shall submit plans showing the location. load size and anchorage of air hangers supporting all mechanical. electncal plumbing or sprinkler loads in excess of 50 pounds All roof - mounted equipment shall be inLluded on these plans and shall show the loads. size and location Submit plans to the Architect /Engineer for review prior to installation pISCF3EPANCIE5 In case of discrepancies between the General Notes. contract specifications and reference standards. the Architect'Engineer shall determine which shall govem Discrepancies shall be brought to the attention of the Architect/ Engineer before pr oceeding with the work Should any discrepancy be found in the Contract Documents the Contractor will be deemed to have included in the pnce the most expensive way of completing the work unless prior to the submis- sion of the pnce. the Contractor asks for a decision from the Architect as to which shall govern Accordingly any conflict in or between the Contract Documents shall not be a basis for adjustment in the Contract Pnce SITE V The contractor shall verify all dimensions and conditions at the site Conflicts between the drawings and actual site zondrticns shall be brought to the attention of the Architect /Engineer before proceeding with me work CONSTRUCTION LOAG$ Loads on the structure during construction shall not exceed the design loads as noted in DE- SIGN REQUIREMENTS below or the capacity of partially completed construction ADJACENT UTILITIES The :ontractor shall determine the location of all adjacent underground utilities prior to excava- tion Any utility information shown on the drawings and details are approximate and not necessarily complete ALTERNATES Alternates for specified items may be submitted to the Architect /Engineer for revew DESIGN LOADS WIND DESIGN Basic Wind Speed = 80 MPH. Exposure B Iw = 1 0 aEISMIC DESIGN Seismic Zone 3 Sal Type Sd. I = 1 0 PEFI C LONS Total Load Deflection Limit U240 Live load Deflection Limit 1/360 Curtain Wall Support Members L /600 or 1 4" (whichever is less) DESIGN LIVE LOADS AREA Roof (snow) 25 PSF Assembly Areas 100 PSF Stairs 8 Landings 100 PSF (1) Exit Corridors 100 PSF Balcony Rating & Guardrails ( Commercial) 50 PLF (2) (1)Stair treads designed for 300 lb concentrated load placed to produce maximum stress (2)To be applied horizontally at nght angles to the top rail PESIGN-by-QTHERS -[Deferred Subnlittali LOADS• All pre -engineered. prefabricated manufactured or other products designed by others shall be designed for the tributary dead and live loads plus wind and earthquake loads when applica- ble Design shall conform to the specifications reference standards and governing code Total Deflection Limit . See DESIGN REQUIREMENTS Live Loaa Deflection Limit See DESIGN REQUIREMENTS SUBMITTALS SUBMITTALS Submittals of shop drawings mill tests and product data for items designed by the SSE shall be made to the Architect /Engineer pnor to construction The contractor shall review and stamp the submittal before forwarding to the Architect /Engineer Submittals shall be made in time to provide a minimum two-weeks for review by the Architect/ Engineer Submittals required for each section of these notes are specified in that section SHOP DRAWING REVIEW Review by the Architect /Engineer is for general compliance with the design concept and the contract documents Dimensions and quantities are not reviewed by the SER and therefore must be venfied by the Gen- eral Contractor Markings or comments shall not be construed as relieving the contractor from compliance with the project plans and specifications nor departures therefrom The contractor remains responsible for details and accuracy for con- firming and correlating all quantities and dimensions for selecting fabrication processes for techniques of assembly and for performing Nark in a secure manner When shop drawings differ from or add to the requirements of the structural draw ngs they shall Pe designed and stamped by the responsible SSE DEFERRED SUBMITTALS Items designed by others shall include calculations code conformance design drawings (shop drawings) and product data The SSE shall submit to the Architect/Engineer for review calculations and shop draw- ings that are stamped and signea by the SSE Review of the Specialty Structurai Engineers (SSE) design and shop draw- ings is for compliance with design cntena and compatibility with the design of the primary structure and does not relieve the SSE of responsibility for that design The SSE demerits are normally fabricated off -site require specie:ized equipment not usually available at a jobsite or require a proprietary process All necessary bracing. ties anchorage proprietary products shall be furnished and installed per manufacturer's instructions or the SSE's design drawings area calculations. These elements include but are not limited to • Curtain Wail Systems • Temporary Snonng Systems TESTS AND INSPECTICNS INSPECTIONS Alt construction is subject to inspection by the Building Official in accordance with UBC Sec. 108. The contractor shall coordinate all required inspections with the Building Official SPECIAL INSPECTIONS In addition to the inspections required by UBC Sec 108. special inspectors shall in accor- dance with UBC Sec 170.5. inspect the following structural work Concrete • During the taking of concrete test specimens. • During the placing of reinforced concrete • Prior to and during placement of concrete around bolts and embeds • During placing of rernbicing steel • Dunng the we.Idmg d all members or connections except as noted in UBC Sec 1701.5.5. Soils ii Founldaltiorat • During earthwork excavation grading. and tilling operations b satisfy requirements of U8C Chapter 18 and Ap- pendix Ch 33 • Pnor to placing any reinforcing steel. a geotechrnical engineer shell inspect all sob bowing surfaces. Special Cases • Steel fabncation if not performed by "Approrsd Fabricators" as defined in LEC Sec 1701.7 INSPECTION SUBMITTALS: Submit copes d all inspection imports to the Architect/Engineer for revew STRUCTURAL OBSERVATiOP Structural Observation shell be promided in Seismic mne 3 or 4 in accedence with UBC Sec 1703 QBEFABRIGTED CONSTRUCTION. AN prefabricated construction shell conform to UBC Sec 1704 SOILS AND FOUNDATIONS REFERENCE STANDARDS Confirm to UBC Chapter 1$ "Foundations & Retaining Wells." i EOTECMNCIAL 1NSPECTIaN A Geotechnical E, near shell inspect a8 prepared sail peeing surfaces prtov to place- ment of concrete and reinforcing sleet and plovidit a letter to the owner stating that soils are adequate to support the "ANvasble Foundation Pressure shown below (Assumed ohne shell be field verified by the Building Official or the Geo- teGwoel Engineer peer to placing concrete.) DESIGN SOL VALUES Allonotee Foundation Pressure. Total Loads (From Existing Drawings) .......... 2000 PSF Allowable Foundation Pres r loads Fr • .,. Drawl •. .........1200 PSF Passive Lateral Press - ere .... 250 PSF/FT Alive Lees( Pressure (u ft ,ytztflj•rLr 35 PSF/FT Coefficient of Sliding F owabie va ue •' .0.35 19 7 a , e .... --A r UBC 1997 Table 18 -M) FOOTING DEPTH Exterior perimeter footings snall bear not less than 18 inches below finish grade and the tusking off - cal kmenor footings shell bear not less than 12 inches below finish floor • k CAST - IN - PLACE CONCRETE FELD REFERENce' The contractor shall keep a copy of AC? Field Reference manual, SP -16, " *andard Specifications for Structural Concrete iACI 301) with Selected ACI and ASTM References " GC)NCRETT MIXTURES Conform to ACI 301 Sec 4 - Concrete Mixtures " MATERIALS Conform to AC1 301 Sec 4 2 - Materials' for requirements for cementitious metenals, aggregates. mixing ` weer and admixtures. SUBMITTALS: Provide all submittals required by ACI 301 Sec 4 1.2 Submit mix designs for each mix in the table below TABLE OF MIX DESIGN REOUIREME NTS Member Strength Test Age Maximum Maximum Dpe&Location Ipsi) (days) Aggregate W/G Ratio Foundations • spread footings 3000 28 1' Slabs -on -Grade and Sidewalks • Extenor 3000 28 1" • 0.45 • Interior 3000 28 1" 0.50 Columns 3000 28 y." Mix _ Design Notes (1) WC Ratio Water- cementitious material ratios shall be based on the total weight of cementittous materials Ratios not shown in the table above are controlled by strength requirements (2) Cementitious Content (a) The use of fly ash other pozzolans. silica fume or slag shall conform to ACI 301 Sec 4 2 2 8 b Maximum amount of flyash shall be 20% of total cementitious content unless reviewed and approved otherwise by SER Air Content Conform to ACI 301 Sec 4 2 2 4 Honzontal extenor surfaces in contact with the soil require entrained air Use "moderate exposure' Vertical exterior surfaces require "moderate exposure " Tolerance is s1 -'i,%. Air content shall be measured at point of placement (3) [ onform to pecificatiors for Structural Concrete" (4) Slump Conform to ACI 301 Sec 4 2 2 2 Slump shall be determined at point of placement (5) Non -chloride accelerator Non - chlonde accelerating admixture may be used in concrete slabs place at ambient temperatures below 50 degrees F at the contractors option FORMWORK Conform to ACI 301 Sec 2 "Formwork and Form Accessories" Removal of Forms shall conform to Sec 2 3 2 except strength indicated in Sec 2 3 2 5 shall be 0 75 f c M ASURINQ. MIXING. AND LIVERY Conform to ACI 301 Sec 4 3 STRUCTURAL STEEL REFERENCE STANDARDS Conform to (1) AISC "Manual of Steel Construction - Allowable Stress Design" (2) AiSC 'Code of Standard Practice for Steel Buildings 8 Bndges (3) RCSC "Specification for Structural Joints using ASTM A325 or A490 Botts " (4) AWS D1 1 'Structural Welding Code - Steel " MATERIALS Channels ASTM A36 Bars & Plates ASTM A36. Structural Tubing ASTM A500. Grade B Bolts ASTM A307 Anchor Bolts (Headed) ASTM A307 Threaded Rods . ASTM A36 or A449 Welding Electrodes E7OXX Epoxy for Dowels /Bolts/Rod . HMI "HY -150" DOLTiING ASTM A307 bolts shall be installed 'snug tight" per AiSC. Section RCSC 8(c). ANC HORS Air Content MOM 5% IANQT.ING. PLACING. CONSTRUCTING AND CURING Conform to ACI 301 Sec 5 C ONSTRUCTION JOINT Conform to ACI 301 Secs 2 2 2 5. 5 1.2 3a. 5 2 2 1 and 5 3 2.6. Construction joints shall be located and detailed as on the construction drawings Used an acceptable adhesive. surface retarder, portland cement grout or roughening the surface is not required unless specifically noted on the drawings MBEDDED ITEMS Position and secure in place expansion joint material. anchors and otter structural and non- structural embedded items before placing concrete Contractor shall refer to mechanical, electrical plumbing and architec- tural drawings and coordinate other embedded items ca.ROLJT Consult Master Builders Construction and Service Division Product information Catalog for description of grouts listed below • Beanng Plates and Equipment Use Master Builders MASTERFLOW 928 Grout .BESTING AND ACCEPTANCE ;Testing Obtain samples and conduct tests in accordance with ACI 301 Sec 1 6 4.2 Additional samples may be re- quired to obtain concrete strengths at alternate intervals than shown below • Cure 4 cylinders for 28-day test age Test 1 cylinder at 7 days test 2 cylinders at 28 days and hold 1 cylinder in reserve for use as the Engineer directs After 56 days unless notified by the Engineer to the contrary. the re- serve cylinder may be discarded without being tested for specimens meeting 28-day strength requirements Acceptance Strength is satisfactory when. (1) The averages of all sets of 3 consecutive tests equal or exceed the specified strength (2) No individual test falls below the specified strength by more than 500 psi A 'test for acceptance is the average strengt of the two cylinders tested at the specified test age CONCRETE REINFORCEMENT PREFERE STANDARDS Conform to (1) ACI 301 -99 "Standard Specifications for Structural Concrete" Section 3 "Reinforcement and Reinforcement ports (2) ACI SP -66 "ACI Detailing Manual" including ACI 315 "Details and Detailing of Concrete Reinforcement " (3) CRS I MSP -2 -98 "Manual of Standard Practice (4) ANSI/AWS D1 4 "Structural Welding Code - Reinforcing Steel " UB Sup- SUBMITTALS Conform to ACI 301 Sec 3.1 1 "Submittals data and drawings ' Submit placing drawings showing fabrica- tion dimensions and locations for placement of reinforcement and reinforcement supports MATE RIA L$ Reinforcing Bars ASTM A615. Grade 60. deformed bars Bar Supports CRS I MSP -2 -98. Chapter 3 "Bar Supports Tie Wire 16 5 gage or heavier black annealed FABRICATION Conform to ACI 301. Sec 3.2 .2 "Fabncation ". and ACI SP-66 "ACI Detailing Manual WELDING Bars shall not be welded unless authonzed When authorized conform to ACI 301. Sec 3.2.2 2 "Welding" and provide ASTM A706. grade 60 reinforcement PLACING Conform to ACI 301. Sec 3.3.2 "Placement " Placing tolerances shall conform to Sec 3 3.2 1 "Tolerances CONCRETE COVER Conform to the folowing cover requirements from ACI 301. Table 3.3 2 3 Concrete cast against earth 3" Concrete exposed to earth or weather 2" Ties in columns and beams . 1- SPLICES Conform to ACI 301. Sec. 3.3.2 7. Refer to "Lap Splice Schedule. for typical splices The splices indicated on individual sheets control over the schedule Use Class B splices unless noted. Mechanical connections may be used when approved by the Engineer FIELi:ZBENDING Conform to ACI 301 Sec 3.3.2 8 "Field Bending or Straightening " Bar sizes #3 through #5 may be field bent cold the first time Other bars require preheating Do not twist bars ELDf Confirm to AWS D1.1. Welders shall be certified in accordance with WABO requirements Use E70 elec- trodes of type required br materials to be welded • EXPANSION or EPDXY ANCHORS Expansion and epoxy anchors shall be as listed or 1080 equivalent Install in stnct accordance to 1080 report and manufacturers instructions Drilled -in anchor embedment lengths shall be as shown on drawings. but not less than 9 times the anchor nominal diameter (9D) Cast -in -place anchors shall not be less than 12 times the anchor diameter (12D) finless shown otherwise on the drawings FABRICATION / ERECTION Conform to AISC Spec:+lcation Sec M2 fabrication' and AISC Code Sec 6 "Fabrication and Delivery" and AISC Code Sec 8 " Quality Control " Ina fabricator and erector shall rnantan a quality control program to the extent deemed necessary so that all of the work is performed in accordance with this Code. the AISC Specification, and the contractor documents SHOP PAINTING Confirm to AISC Specification Sec M2 and AISC Code Sec 6.5 unless a multi -coat system is re- quired per the specrficatiors Do net prime surfaces to be fireproofed. or field welded Steel work to be concealed by iree- nor building finish does not require panting All other steelwork shell be given one coat of shop paint unless a multi-cost system is specified. One coat of shop pant is not intended as a pnmer for a mufti -coat system Refer to the project speci- fications for primer and topcoat requirements Contractor and architect to coOidinete with the coating subcontractor or panting prdessionel to determine the surface/primer preparation requited for the final steel %mush All steel shall be panted per protect specifications. _CTIDN Conform to AiSC Specification Sec M4 "Erection" and AiSC Code Sec.7 "Erection.' Steal work shall be car- ved up true and plumb within the limits defined in AISC Code Sec 7.11. eRACING The contractor shall provide temporary bracing by AiSC Specification Sec M4 2 'Bracing" and AISC Code Sec 7.9 "Temporary Support of Structural Steel Frames - ARCHITECTURALLY EXPOSED STRUCTURAL STEEL Steel identified by the Architect on the architectural drawings as Architecturally Exposed Structural Steel (AESS) shall conform to Sec 10 of AISC Code }STEEL ROOF AND FLOOR DECK REFERENCE STAS: Conform to (1) SDI "Specifications and Commentary for Composite Steel Floor Deck. (2) SDi "Code of Recommended Standard Practice - . (3) AISI "Specification for the Design of Cold- Formed Steel Structural Members 14) AWS D1 3 "Structural Welding Code - Sheet Steel " r SUBPd1TTS,.S Submit shop Things to the Arched /Engineer for revew Shop drawings shill include materiel type de- sign loads dlaphrtagm olllpacrttes, span layout by Engineer and shonng requirements All openings shall be indicated MATERIAL ASTM A653 -115 Designation. Grade 33. ?!nc oohed per A65' 060 Minimum yield strength shell be 38 ksi IYEE Deck shall be Vino' type as shown on the structural drawings Alternate deck types and gages including a valid C80 report, shim be sub t tted to the Architect /Engineer prior to fabncation. tSALLATN3N Install deck in accordance with manufacturer's instructions and shop drawings Welding shall conform to AWS D1 3. Minimum end lap shall be 2" centered over supports Minimum beanng shall be 2 OP- aN Deck openings less than 6" do not require reinforcement If larger openings we required contact Engineer ACCESSQRIES' Deck manufacturer shall furnish shoring plans, closure plates. ridge and valley plates cant stnps, sump pans, flashing and alt ether light gage steel material required to complete the work CONCRETE F!I i - Conform to notes this sheet for CAST -IN -PLACE CONCRETE and CONCRETE REINFORCEMENT Prow* minimum 3000 psi concrete and WWF 6x6-W1 4xW1 4 unless noted otherwise D - CK FASIENINQ Minimum deck fastening shall be as follows. unless noted otherwise on the drawings • 1r2" diameter puddle welds each rib at transverse and perimeter supports. • 1'2" diameter puddle welds at 7" OC at longitudinal supports. • Button punch at 24" OC at side lap connections HOOD FRAMING REFERENCESTANDAROS Conform to (1) UBC Chapter 23 'WOOD" (2) NDS - 1991 and NDS Supplement - 1991 "National Design Specification for Wood Construction' (3) ANSI/WI 1 'National Design Standard for Metal - Plate- Connected Wood Truss Construction" (4) TPI HIB "Commentary and recommendations for Handling. Installing & Bracing Metal Play Connected Wood Trusses' (5) TPI DSB 'Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses' (6) APA Report T98 -22 - - Nal Penetration and Framing Specific Gravity Factors for Shear Walls and Diaphragms' SUBMITTALS Submit shop drawings to the Architect /Engineer for review Shop drawings shall include member size spacing camber matenal type grade shop and field assembly details and connections. types and location of bolts. welds end other fasteners Supply shop drawings for the following • Glued laminates members IDENTIFICATION All sawn lumber and pre - manufactured wood products shall be identified by the grade mark or a certifi- Cate of inspection issued oy the certifying agency MATERIALS • Sawn Lumber. Conform to grading rules of WWPA. WCLIB or NLGA Member Use Light Framing Joists & Planks • Glued Laminated Timber Conform to AITC 117 "Standard Specifications for Structural Glue-laminated Timber of Softwood Species. Manufacturing and Design' and ANSVAITC A190 1 "Structural Glued Laminated Timber" Cam- ber all glued laminated members beams to 2000' radius, unless shown otherwise on the plans Member Use Sizes Species Beams All . -..,,DF /DF • Wood Structural Plywocid Wood APA -rated structural sheathing includes all veneer plywood, oriented strand board, waferboard particleboard T1-11 siding and composites of veneer and wood based material Conform to UBC Stan- dard 23 -2 'Construction and Industrial Plywood" based on Product Standard PS 1-83 of the U S Dept of Com- merce. and UBC Standard 23 -3 "Performance Standard for Wood -Based Structural -Use Panels' based on product Standard PS 2 -92 of the U S. Dept of Commerce and the Arnencan Plywood Association (APA) Minimum APA Rating Location Floor Size 2x4 2x8 Species Grade Hem -Fir _ _ No 2 Hem -Fir No 2 Comb Symbol 24F-V4 Uses Simple Spans Thickness Span Rating y Panel Grade Exposure V.. STURDI -I -FLOOR 1 Unless noted otherwise on drawings. install panels with long dimension across supports and with panel continuous over two or more spans End joints shall occur over supports • Timber Connectors Shall be "Strong Tie" by Simpson Company as specified in their latest catalog and shall be caked out by letter and number Alternate connectors by other manufacturers may be substituted provided they have ;CBO approval for equivalent or greater load capacities Connectors shall be installed per the manufacturer's instructions Where connector straps connect two members place one -half of the nails or bolts in each member Provide wash- ers under the heads and nuts of all bolts and lag screws bearing on wood Unless noted otherwise all -.ails shall be common Nail straps to wood framing as late as possible in the framing process to allow the wood tc shnnk and the building to settle • VY.QZLEintenOrs Conform to UBC Sec 2318 ' Timber Connections and Fasteners" Unless noted otherwise all nails shall be common Nal sizes specified on the drawings are based on the following specifications Size 6d 8d 10d 12d 16d Length 2" 2 -W 3" 3- Diameter 0.113" C 131' 0. 148' 0.148 • 0.162" Alternate nails may be used but we subject to revew and approval by the Structural Engineer Substitution of sta- ples for the nailing of rated sheathing is subject to review by the structural engineer poor to construction • Lao Bolts /Bolts Conform to ASTM A307 and UBC Sec 2318. NAILING REQUIREMENT Provide minimum nailing in accordance with UBC Table 23- II -B- 1 "Nailing Schedule" ex- cept as noted on the drawings Nailing for rod /floor diaphragms /shear walls shall be per drawings Nails shall be dnven 'flush ant shall not fracture the surface of sheathing. MCO'STURE CONTENT Wood matenal used for this project shall have maximum moisture content of 19% Refer to r.STING & INSPECTIONS for the verification of these limits The maximum moisture content required may be less than 19% when based on a particular claddiitg/irisulation system Refer to the Architect s drawings and project specifications. or with cladding installer for maximum recommended moisture content. PRESERVATIVE TREATMENT Wood matenals are required to be 'treated wood' in accordance with UBC Sec 2306 "Decay and Termite Protection" shall conform to the appropnate standards of the American Wood - Preservers Association (AWPA) for sawn lumber glued laminated timber, round poles wood piles and manne piles Follow American Lumber Standards Committee (ALSC) quality assurance procedures Products shall bear tree appropnate mark 4 •�- i�..,I ^•f•. "•i:••'r�••: •: �..., .. .�••: •:I•�1' •� !'�II•�••��.• - - JAI "."II?flP•ff A•r. l•: ►..• REVIEWED The ales was w•M.• ha s lentil aseemamee wlr Se bibelot am eerel fteubl ee d the Memo Raft Calk �Z Nis- smuotesl /bate toes d Bit Mabee OisMN cub Q %westas State Mater- se Resublime Klemm SI.3B WPC) O Wasaisgwe Mete Sas';p Cob Cllr s1-II wwq The mew .Nar w esquad11t er•wMemew. eta M r alwels .ew. w.ilow •f soma . w' ,•r,,• witierxc•o is mpg • air •.0ear111111 r/ uiw$wrlsw N es arwwty ✓Hire feel r:•... " we Wino IN A rkmae .we !spew N a.•we at aw sere • •i,twr r� •.wrl• ss r am et M 4 �I•ois,; ,oar 3.44. o Lime 4 .. 4..... ..Iw�r1 r' ,• ''‘‘).. il 1 \:,. W ia r . 6 OR ,1 REID MIDDLETON.1NG RE ID MIDDLETON, INC. COLLINS rn 7v 3 z 777 108TH AVENUE NORTHEAST SUITE 400 .BELLEVUE WASHINGTON • 98004 -5118 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN.COM LIMAR TUKWILA REMODEL e MARK DATE DESCRIPTION i • ' PROJECT NUMBER ISSUE DATE 2 -26 -03 ISSUED FOR BLDG DEPT. COIS>ENTS 8 -26 -02 ISSUED FOR BID /PERMIT 8 -2 -02 ISSUED FOR PROGRESS 7 -26 -02 ISSUED FOR PROGRESS 7 -12 -02 ISSUED FOR PROGRESS DC I ENGINEERS 1) AMATO CONVERSANO INC. 2821 NORTHUP WAY - SUITE 200 BELLEVUE, WA 98004 PHONE: (4 75) 827 -2238 - FAX. (425) 827 -8986 W F.BSFTE: dci- engineers.com DRAWN BY: JO CHECKED BY: 'EXPIRES 4/29/04 +� 02- 11.163 2-26 -03 STRUCTURAL. GENERAL NOTES, LEGEND, & ABBREVIATIONS r�.q�y.� settew1.en 7s OW 7tw • « , aa irex t/ M 4 0 a NEW RSS 6EAM PER PLAN J U s EXISTING TILT -UP PANEL FACE REINF PER 19/S2 1 ROUGHEN JOINT NEW P "8x17x24 W (6) 3 /4"6 THREADED RODS EMBEDDED 3 W/ HILT) HY -150 ADHESIVE, TYPICAL (2) PLACES - 6"± (INCREASE EDGE DISTANCE r± AS REOD TO CLEAR VERTICAL; REINF IN TILT-UP PANEL) EDGE OF TILT -UP PANEL -• T /STEEL DER PLAN C \ � r a 1 AT CORNERS ROOF PLAN NOTES: 1. FOR STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND. REFERENCE S1.1. 2. DIMENSIONS: VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE FIELD VERIFIED. 3. ALL EXPOSED STEEL TO BE AESS PER GENERAL NOTES. PER PLAN SPLICE LENGTH , ITYP gi SECTION AT CONCRETE COLUMN CORNER BARS TO MATCH HORIZ REINF NOTES. 1. FOR SPLICE LENGTHS REFERENCE 20/S3.1. 2. FOR WALL REINFORCING REFERENCE 18/S2.1. 3. AT FOOTING & STEM WALLS, CORNER BARS TO MATCH FOOTING Sc STEM WALL HORIZONTAL BARS. TYPICAL CORNER BARS AT CONC WALLS d ^' •TYP L r f JL o a s % --,� NOTE: LOCATE REBAR BY NON - DETRUCTNE MEANS PRIOR TO DRILLING HOLES FOR EPDXY *CHORS, AND PRIOR TO FABRICATING CONNECTION. MSS BEAM TO TILT-UP WALL CONNECTION CORE REINF PER PLAN DEVELOPED INTO FTG TAPERED CONC COI PER PLAN do ARCH FACE REINF PER 19/S2.1 T /GRADE PER CML el a,) 7 /FTG • a • CONC FTC COMPETENT COMPACTED SCALE: 3/4"--1'-o" ri I (ADJUST 6 "± AS REOD TO CLEAR VERTICAL REINF IN TILT -UP WALL) SCALE: 3 /4 =1 -O sax 1 F.5 & REINF PER PLAN NATIVE SOIL OR STRUCTURAL FILL k 4 i4 '/4 /4 SCALE : n ' -0• L ' PER PLAN 4 CONC SLAB ON GRADE & REINF PER 18/S3.11 4 T /SLAB PER ARCH i -CAP e' /4 1 d 1 ADDL (2) #4 BARS- ALTERNATE HOOKS, TYP EXISTING 51/2 CONCRETE TILT -UP WALL TYP i TRASH ENCLOSURE WALL DETAIL n' -O' 1 PARTIAL ROOF FRAMING PLAN SCALE: 1 /8 "= - 0 15' -0' I l � N r t 6" CONC WALL W/ 14 0 12'0C I CENTERED EACH WAY, TYP 1 30 x 12"DP CONC FIG W/ fro 12 TRANSV : • OM 1 & (4) #4 CONT LONGITUDIN L 1 1 L - L-. -J (2) ADOL #4 BARS VERTICAL • DOOR HINGE LOCATION. TYP N OTES: 1. FOR LOCATION OF TRASH ENCLOSURE REFERENCE ARCHITECTURAL DRAWINGS. 2. FOR TYPICAL CORNER REINFORCEMENT REFERENCE 12/S2.1. TRASH ENCLOSURE PLAN CONC WALL & VERT REINF PER 18/S3.1 xl U d a_ I .•: CONC FTG & REINF PER 18/S3.1 COMPETENT NATIVE SOIL OR STRUCTURAL FILL SCALE: 1 4" SLAB ON GRADE W/ ! 4 L 0 1 3"OC EW CENTERED THICKEN SLAB TO PROVIDE OPE PER ARCHITECT) T /WAIL =7' -4" ABV GRADE PER 18/S3.1 12; D \- F 44 4 co:0 PURUN PER PLAN 1 /4 1 /4 1 /4 12' DP x 5' -3" SQ FOOTING W/ (6) #5 BARS EA WAY T&B T /NEW FTG -1'-0"t FTG TO MATCH 8 /EXIST FIG '/e V • Cr •M • s EDGE OF GLASS PER ARCH N I T/STEEL 112 T /STEEL 19 S2.1 (6> CONC COL BELOW EXTEND THICKENED SLAB EDGE AS REOD 0,. PER ARCH .5- if K / HSS4x 12x EXIST 321N x 111/4 "DP± 1 - 13 CONC TOOTING PER ARCH 1 c.9 FOUNDATION PLAN NOTES: SECTION AT CONCRETE COLUMN 13/S3` O 3 /16 C12x25 v 14 EXIST 2x8 • EXISTING 5 CONC O 24'OC TILT -UP WALL TYP AVM 4.° ;r2 - T n � r 4 * - 1 • S3.1 s CO ( 4 N +: si wA HSS6x6x1 /4 RADIUSED HSS3x3x /16 .' C12x20.7 3/S3.1 C12x20.7 'TYP R ARC Q. a n' -oS SS4x12x /4 EXISTING 5 CONC TILT -UP WALL !BELOW TYP 2 JOISTS O 16'OC HIGH -' do 2x4 0 24'OC LOW N ING PLYWOO SHE +TH W PER N NOTE: G / W/ CONC TOPPING + TO MATCH EXISTIN o HSS4x8x 1 /4 OUTRIGGER S� TYP (2) PLACE c 9/53.1 J EXIST 3/ 0 PLYWOOD W/ '! 1'/ CONC TOPPING -~ FLOOR PLAN NOTES: 1. FOR STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND. REFERENCE 51.1. 2. DIMENSIONS: VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE FIELD VERIFIED. 3. ALL 2x HANGERS TO BE SIMPSON U26 TYPE INSTALLED PER MANUFACTURERS RECOMMENDATIONS W/ 10d NAILS TYP, UNo 4. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING. 5. PLYWOOD TO BE 3 /4" APA -RATED SHEATHING NAILED TO FRAMING WITH 10d NAILS AT 6'OC AT PLYWOOD EDGES AND 100 NAILS AT 12'OC PLYWOOD FIELD 6. REPLACE "IN- KIND" ALL WOOD BEAMS, JOISTS, PURUNS, SUEIPURUNS AND SHEATHING, WHICH SHOW SIGNS or DRY ROT. 7. ALL EXPOSED STEEL TO BE AESS PER GENERAL NOTES. J -STIFF E '/ .._ ... - ..� ..,.�,. CWWNEL PER PLAN • 21/2"Oc o VERT COLUMN RENF AND TIES PER PLAN SCALE: 1 -0" v► 12/S3.1 CAP a 1 /4x4x4 3 "0 EXTRA STRONG PIPE BASE P 3 /8x9x9 W/ E BE /DED ANCHOR BOLTS NUT AND WASHER AT BOTT TAPERED CONC COLUMN PER PLAN (4) #4 BARS EACH FACE SLOPE TO MATCH FACE OF COLUMN 12/S3.1, TYP 6" WIDE x 18' DEEP THICKENED SLAB EDGE 7/S2.1 4' SLAB ON GRADE W/ #4 0 180C EW CENTERED 1 /SLAB EL = 0'x-0' EXIST 6' -0 "SQ x 11 "DP± CONC FIG [- EXIST 5 CONC TILT -UP WALL TYP _ • - - •_- -- ---• 12' THICK x 3' -6" SQ FIG W/ (4) #4 EACH WAY TOP 8c BOTTOM BAN THKND SLAB DEPTH TO MATCH EXIST, TYP T EXIST FTG EXISTING FOOTING BELOW, TYP TYP 0 1. FOR STRUCTURAL GENERAL NOTES. DESIGN CRITERIA, ABBREVIATIONS AND LEGEND, REFERENCE S 2. DIMENSIONS: VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECT'S DRAWINGS. ALL EXISTING DIMENSIONS SHALL BE FIELD VERIFIED. ALL DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE OR CENTERUNE OF GRID /STEEL . 3. CJ INDICATES CONTROL JOINT. FOR INFORMATION. REFERENCE 5/S3.1. 4. REFERENCE TYPICAL DETAILS AS FOLLOWS 10/S3.1 STANDARD HOOKS AND BAR BENDS 5/S3.1 TYPICAL CONSTRUCTION /CONTROL JOINT DETAIL 20/53.1 LAP SPLICE & DEVELOPMENT SCHEDULE 5. ALL EXPOSED STEEL TO BE AESS PER GENERAL NOTES. 6. FOR SITE RETAINING WALL AND STAIR ON GRADE LOCATIONS REF ARCH AND CML DRAWINGS. 10 (1 I 22' -0• NOTE: f 18/S3.1 Up HSS3x3x /t6 22' -0 "± 42/S3.1- EXISTING THKND SLAB EDGE TYP 8"W THKND SLAB EDGE, DEPTH TO MATCH EXIST, TYP ROUGHEN JOINT 0 PYLON COMPETENT NATIVE SOIL OR STRUCTURAL FILL I i i CP O 3 TO C OF BAR, TYP • I 13 2' CONCRETE W/ 6x6 W1 4xW1.4 WWF OVER 2" DEEP x 20 GAGE METAL DICK, TYP 0 STAIRS ss c CONC PARTIAL SECOND FLOOR FRAMING PLAN SCALE: 1 /e" ., •. war 4" SLAB ON GRADE W/ #4 0 18 "OC EW CENTERED T /SLAB -0' -O' x 0 STRINGER TYP - -- EXIST SLAB 15/S3.1 T FIG 22' -0 "± 12" THICK x 3' -6' SQ FIG W/ 4) #4 EACH WAY TOP & BOTTOM -T - - an � � 11'/ °x ' 15/S3.1 1 2' THICK x 4' -3'SQ FTG W/ (5) #5 EW T&B T FTG 8" WIDE x 18" DEEP THICKENED SLAB EDGE EXIST 32"W x 1 1 DP± O s EXTEND THICKENED SLAB EDGE AS REOD PER ARCH 4, 'mac NSF Ps NO � 1 . 1 . .CONC FOOTING 4 !� s F r' J 'r d o 4 • o 4'•,;)+, F FO'.S0 ,r, 0 PARTIAL FOUNDATION PLAN SCALE: 1 /8 " =1' -0" If PYLON 3 TO C OF BAR, 1W 12 1' -6' MIN T4N• INC. • (4) 16 BAR VERTICAL ' mooLE IN 9 SQ PYLON CORE AEI _. �-�"" TAPERED CONC CORNER PYLON PER ARCH IWUX HEIGHT 6' -0" ABOVE T /FOOTING #4 TIES 0 8 (3) 14 CONT LONGITUDINAF T /FTG PER ARCH • FOR FOOTING LOCATION AND LENGTH REFERENCE ARCHITECTURAL DRAWINGS. ,PYLON AND MONUMENT FOOTING DETAIL T /GRADE PER CHIT SCALE: CITY ; vA I:FTr �.11 APR - 3 ' ;3 • 14 0 12 "OC TRANS Tdc6 CONT PYLON & MONUMENT FTG co FEB 27 .3 REID MIDDLETON, INC. COLLI NS rn 7v 3 D Z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004 -5118 T • 425 889 3333 F • 425 828 9116 COLLINSWOERMAN.COM LIMAR TUKWILA REMODEL MARK DATE DESCRIPTION I ! . • 2 -26 -03 ISSUED FOR BLDG DEPT. COu iiis PROJECT NUMBER ISSUE DATE 0 8 -26 -02 ISSUED FOR BID /PERMIT 8 -2 -02 ISSUED FOR PROGRESS 7 -26 -02 ISSUED FOR PROGRESS 7 -12 -02 ISSUED FOR PROGRESS D C ENGINEERS \. D AMATO CONVERSANO INC. 2821 NORTHUP WAY - SUITF. 200 BELLEVUE, WA 98004 HOOF: (425) 827 -2238 - FAX: (425) 827 - 8986 WF.RSITF: dci- engineers.com IEXPIRES 4/29/04 S2.1 02- 11-163 DRAWN BY JO CHECKED BY: EJ STRUCTURAL- PARTIAL FOUNDATION FRAMING PLANS Wier OP, 75 2015 - pm■ 01111Iff RETAINING WALL/FOOTING SCHEDULE I WALUFOOTING SIZES WALL REINFORCEMENT FOOTING REINFORCEMENT 14 IOE ( to i HEEL h JERTICAL HORIZONTAL TOP TOP /LONGITLDINAL BOTTOM /LONGITUDINAL UP TO 5' -0 9" 8' 1' -6" 12' #4 0 10"OC . #4 O 12 "OL #5 0 12 "0C (4) # I (2) #4 I 6' -0' 1'-O 8' 1 . 12' #4 0 10'0C i #4 0 12'0E Of 0 12'00 (4) # (2) #4 LI, MISCELLANEOUS BARS ' TOP BARS (see 'cte #4) Ld Class A ' SPfi a C lass 8 I , L c 1 Class A Spite ice Class B lie tc = 3000psi j #3 17 1 7 23 t 22 22 1 29 #4 22 _ 22 29 1 29 J 29 38 # 28 28 37 43 i 36 43 36 4 43 47 56 #6 33 33 #7 48 48 63 4 63 63 82 #8 55 55 . 72 _ 72 72 94 #9 , 62 62 81 .. 81 I 81 106 110 70 70 91 91 _. 91 119 • # 11 78 78 , 102 _ 101 101 132 T/WALL E'ER PAW T /FINISH GRADE PER ARCH /CML so j • II I • ' • 4 • • • • ti • • • L TOE I #s _ HEEL NOTE: FOR RETAINING WALL LOCATION REF CML & ARCH PLANS SITE RETAINING WALL AND SCHEDULE CONT SLAB REINF PER PLAN T /SLAB • PER PLAN THICKENED SLAB EDGE BEYOND PER P TYPE 5 16 V SECTION AT FOOTING NOTE: FOR STAIR LOCATION REF CIVIL & ARCH PLANS. TYPICAL STAIR ON GRADE TREAD DIMENSIONS SEE ARCH DRAWINGS 4 SECTION `1 #4 0 `8 "OC EACH WAY 3 /4" KEY (2) #4 BOTTOM SIDEWALK PER ARCH SECTION FTG WIDTH PER PLAN FOOTING BOTTOM FEINFORCEMENT I I I � II � WALL hORIZONTAL REINFORCEMENT PER SCHEDULE WALL VERTICAL REINFORCEMENT (W/ BEND) PER SCHEDULE PROVIDE FREE - DRAINING MATERIAL PER GEOTECH REPORT CONTINUOUS FOOTING DRAIN PER CIVIL -FOOTING TOP REINFORCEMENT PER SCHEDULE U J FOOTING TOP LONGITUDINAL REINFORCEMENT PER SCHEDULE LONGITUDINAL PER SCHEDULE SCALE: 3 /4 " =1 - O " HSS COL & BASE E PER PLAN HSS COL & BASE E PER PLAN — CONCRETE INFILI BEYOND ,- COAT COL do BASE E W/ BITUMINOUS PAINT BELOW SLAB ON GRADE EXISTING TILT -UP PANEL NEW t x 6' LONG W,' 4' VERTICAL. SLOTTED HOLE NEW (1) 3/ THREADED ROD EMBEDDED 3 /e W/ HILT, 1Y -1S0 ADHESIVE CENTERED IN SLOTTED HOLE L CONC FTG & REINF PER PAN WASHER & NUT 0 BOTTOM SCALE: 1"=1'-()" STOREFRONT COLUMN CONNECTION AT SPANDREL SCALE: 1 "s 1' -O SIDEWALK PER ARCH #4 0 18 "0C x �1 1't GROUT CONC SIDEWALK PER ARCH 7/FTG PER ; _I COMPETENT NATIVE ! SOIL OR STRUCTURAL 9U. R GEOTECH 11 PLAN T /FTG * PER PLAN V OUTRIGGER TO BEAM COMPETENT NATIVE SOIL OR STRUCTURAL FILL PER GEOTECH ANGLE TO OUTRIGGER BEAM 1 /4 DOWNTUFNED SLAB EDGE & REINF PER PLAN & 3 /16 3 /16 14x4x x 4' LONG (NO1 REQD • SIM) HSS BLMA PER PUN (COLUMN 0 SIM) 1/ 3 /16 V CP � SLAB ON GRADE & REINF PER PLAN -4+7 SECTION SECTION 4 i mil-TI .L1 1 SECTION AT EXISTING SLAB EDGE NOTE: I. AT SIMILAR SECTION, WELD OUTRIGGER TO HSS COLUMN W/ 1 /4" FILLET WELD ALL- AROUND. OUTRIGGER CONNECTION DETAIL t SCALE: 3/ - ' -0" PIPE COLUMN PER PLAN --PIPE COLUMN PER PLAN BASE E 7 /8x1404 14 W/ (4) 7 /8 "e ASTM A 193 GRADE B7 THREADED RODS EMBEDDED 7 MIN W/ HILTI HY -150 ADHESIVE CONCRETE FTG & REINF PER PLAN COMPETENT NATIVE SOIL OR COMPACTED STRUCTURAL FILL STAIR LANDING COLUMN BASE PLATE PER GEOTECH SCALE: 1"=1'-0" aCALE. 3 /4 - =1'--0" 1 /4'e BOLT 0 24'0C r-i1x1x /8 a i EXIST DOWNTURNED SLAB EDGE '- L GLAZING PER ARCH WT PURUN !ER PLAN SECTION 0 SLOPE ARCHITECT 3 /16 /16 -STIFFENER E /4 CENTEREED ON OUTRIGGER, TYP CHANNEL PER PLAN OUTRIGGER PER PLAN EXIST CONC TOPPING EXIST SLAB ON GRADE s+' ALIGN NEW FTG W/ EXIST FOR FIRM BEARING SCALE: 1"=1' CP, TYP FLAT BAR TO CHANNEL 7 ---1\ CP, TYP> HSS PER PUN aax2x /t6 x b' LONG, TYP PRECAST STAIR PER ARCH • SECTION AT LANDING CLOSURE E TO CHANNEL/ 1/ CHANNEL TO HSS SECTION AT PIPE COLUMN 1 L PER ARCH 1/4 V /1 i4x7x3/ x 5" LONG W/ 1 SLOTTED HOLE do (1) 3 /4 .. THREADED ROD EMBEDDED 3 W/ HILTI HY -150 ADHESIVE -\ \ 1/4 i mma ■ p a 0 1 MIN ADJUST TO C VERTICAL REINF NOTE: 1. LOCATE REBAR BY NON - DESTRUCTIVE MEANS PRIOR TO DRILLING HOLES FOR EPDXY ANCHORS AND PRIOR TO FABRICATING CONNECTION SECTION HSS BEAM V 1 /4 ! - STRINGER PER PLAN STAIR STRINGER AT SLAB 3/16 PER _PER ARCH ARCH • 3/4 TAPERED FLAT BAR 0 48 OC VERT MAX PER ARCH STIFFENER E /8 0 EACH VERT HANDRAIL MEMBER CHANNEL PER PLAN . .- say •• TYP <CP, TYP T&B < /STIFFENER E MO CHANNEL CLOSURE F /8 BETWEEN CHANNELS STRINGER PER PLAN -LEDGER ANGLE. PER 3/S3.1 CONC OVER METAL DECK PER PLAN T /LANDING PER ARCH EXISTING TILT -UP PANEL ,t___ HSS BEAM PER PLAN CAP E CHSS COL PER PLAN E 1 (L1N) W/ 5 /8 "e THREADED ROD EMBEDDED 2 W/ MILTI HY -150 ADHESIVE f'�1 t CONC TOPPING l 1 T/LANDING PER ARCM SCALE: 1"=1 CAP F PIPE COLUMN PER PLAN SCALE: 1=1- " SCALE: 1"=1 HANDRAIL PER ARCH & ATTACHMENT PER 3/S3.1 TAPERED STIFFENER E COLIC STAIR PER ARCH 1 LEVELING GROUT AS REOD EXISTING CONCRETE SLAB SCALE: 1' =1'-0' /1 /1 RADIUSED i3x3x TYP HSS PER PLAN 6 3 /16 2 -12 2 -12 HSS TO CHANNEL CONC TOPPING PER PLAN (EXISTING AT SIM) PLYWOOD PER PLAN (EXISTING AT S11.1) NEW FRAMING PER PLAN (EXISTING AT SIM) SECTION AT BRIDGE PLYWOOD AND TOPPING PER PLAN FRAMING PER PLAN T /BEAM TO MATCH EXIST + PER PLAN EXISTING BEAM PER PLAN EXISTING CONN 1/ NOTE: . 1. LOCATE REBAR BY NON - DESTRUCTIVE MEANS PRIOR TO DRILLING HOLES FOR EPDXY ANCHORS. AND PRIOR TO FABRICATING CONNECTION. 2. CENTER BUCKET ON PLATE HORIZONTALLY. BENT E 5 /16x5 1 /p9 x 6" LONG W/ (3) 1 /2'0 x 6" LONG LAG SCREWS REMOVE EXISTING TOPPING TO ACCOMODATE BENT E do REPLACE IN KIND FRAMING PER PLAN f CEIUNG FRAMING PER ARCH EXISTING GL BEAM PER PLAN EXISTING GI. BEAM PER PLAN T /EXIST TOPPING SUB CAP TO 1/ DUSTING BUCKET 1 /4 V R:5 1516011/41 HSS COLUMN AT EXISTING GL BEAM .2" r ....gm-HORIZONTAL OAP F ', "s LI N 1/4 TAPERED FLAT BAR 0 4' -0'0C MAX PER ARCH SECTION '-E W/ ( 1 /2'0 x 6' LONG LAG SCREWS (PRE DRILL LEAD HOLES 0 ALL LAGS) • • Web iii Krrr. rear � 1 ►_r �•• .355;1 .���. �I • 1 *•+ •, [. zic SECTION AS CLOSE AS POSSIBLE. ADJUST GAP TO CLEAR VERT REINFORCEMENT IN TILT -UP WALL PANEL T /EXISTING PANEL Q (FIELD VERIFY) TYP 3 /16 2 3 /16 V2 - 1 2 REMOVE EXISTING CONC AT SIM SECTION TO ACCOMODATE PLATE NEW GL BEAM PER PLAN (EXISTING AT SIM) NEW FRAMING PER PLAN ' 1F- t #I aI , � TYP 4 � '/ HSS PER PLAN SCALE: 1 " =1' -0" HANDRAIL AND CONN PER 4/S3.1 EXISTING TILT -UP WALL PANEL / V RIO STRINGER ATTACHMENT TO EXISTING GL BEAM EXISTING TILT -UP WALL & TOP E EXISTING EMBED DUSTING BUCKET GIP F4 1 /4 HSS PER PLAN T /PUTE (ADJUST TO CL HORIZ REINF iN TILT -UP PANEL) SIDE E 'VP GLULAM BEAM CONN TO EXISTING TILT -UP PANEL F W/ (6) 7 /8'0 THREADED RODS EMBEDED 3 N/ HILTI KY-150 ADHESIVE BOTTOM E EXIST 11F -UP WALL rANEL A •.r.1 F 1 /2'0 BOLT GLULAM BEAM PER PLAN SECTION SCALE: 1"=1'-0" VERT HANDRAIL MEMBER PER ARCH At ATTACHMENT PER 3/S3.1 STRINGER PER PLAN CONC OVER METAL DECK PER PLAN 13x3x TYP CHANNEL TO BENT E SCALE: 1"=1'-()" ISTING SHEATHING & TOPPING SCALE: 1"1' 1 CO - BUCKET TO E T /CONC TO MATCH T /BR!D r NOTES: 1. SEE FOUNDATION /SLAB PLAN FOR CONSTRUCTION OR CONTROL JOINT LOCATIONS 2. USE 'SOFTCUT SAW' AS SOON AS POSSIBLE WITHOUT CAUSING RAVELING OF CONCRETE EDGES. $AWCUT ALONG SHORT DIRECTION OF POUR FIRST. 3. PROVIDE CONSTRUCTION /CONTROL JOINT TO ENCLOSE APPROXIMATE SQUARE AREAS OF 225 SF MAX. TYPICAL SLAB ON GRADE JOINT DETAILS o � tOI ( T fl lB� It D D STIRRUP STANDARD HOOKS & BENDS SLAB ON GRADE PER PLAN -- 1 TYP THICKENED SLAB EDGE NOTES: 1. VALUES FOR UNCOATED REINFORCING AND NORMAL WEIGHT CONCRETE WITH CLEAR SPACING > db, CLEAR COVER > db AND MINIMUM STIRRUPS OR TIES THROUGHOUT Ld OR CLEAR SPACING > 2db AND CLEAR COVER > db. 2. DEVELOP ALL REINFORCING IN STRUCTURAL SLABS WITH MINIMUM DEVELOPMENT LENGTH Ld. 3. TOP BAR = HORIZONTAL BAR WIT►- MORE THAN 12 OF FRESH CONCRETE BELOW OR AS NOTED ON DOCUMENTS AS 'TOP BAR ". 4. ONO, ALL LAPS SHALL BE MINIMUM CLASS 8 co CLASS B (TOP BARS). 5. ALL TABULATED VALUES ARE IN INCHES. LAP SPLICE & DEVELOPMENT LENGTH SCHEDULE SCALE. rte- �....... ..»n...,.. = =�i� 6 /8'e x 24' LONG SMOOTH BAR 0 24'0C GREASE ONE IDE REINFORCING IN DOWEL INSERT PER PLAN • • 77 PER • s a NUN a SU6GRADE PREPARATION PER GEOTECH SAWCUT OR 1 PREMOLDED JOINT - SUBGRADE PREPARATION PER GEOTECH CONSTRUCTION JOINT VAPOR BARRIER WHERE REQUIRED COMPACTED STRUCTURAL hl OR COMPETENT NATIVE SOIL CONTROL JOINT PER GEOTECH 135' Cg` 4d OR 2'/2 MIN D ` 45' D r 180 45 D = 6d FOR /3 T-1RU #8 G = 8d FOR #9, do 11 ALL REINF EXCEPT COL TIES & BM STIRRUPS 13`' C = 4d FOR #3,4do5 D 6d FOR 6,7 & 8 STIRRUP OR TIE 90' 180' z BEAM OR COLUMN CROSSTIES BEAM STIRRUPS & COLUMN TIES d = BAR DIAMETER. D = BEND DIAMETER VAPOR BARRIER WHERE REQUIRED C • - COMPACTED STRUCTURAL. Fill. OR COMPETENT NATIVE SOIL PER GEOTECH REINFORCING PER PLAN 12d PER w PLAN f I- 6d OR 4' MIN SCALE: 3/4"=1'-0" 90' SCALE: NONE p4 24" #4 x � 0 18 SIDEWALK OR GRADE ELEVATION PER ARCH (3) #5 CONTINUOUS COMPETENT NATIVE SOIL COMPACTED STRUCTURAL PER GEOTECH OR FILL SCALE: / 4 '= 1' -0' f"" n - i •� ; , J 1 � MAR 4 REID M100` ON. INC. pleilivirii\ it FEB 2 7 REID MIDDlET011, INC. COLLI NS rn 7v Z 777 108TH AVENUE NORTHEAST SUITE 400 BELLEVUE WASHINGTON • 98004-5118 T • 425 889 3333 F • 425 828 9116 LIMAR TUKWILA REMODEL MARK DATE DESCRIPTION PROJECT NUMBER ISSUE DATE D AMATO DRAWN BY CHECKED BY. 2-26-03 ISSUED FOR BLDG DEPT. COMMENTS 8-26-02 ISSUED FOR BID/PERMIT 8-2-02 ISSUED FOR PROGRESS 7-26-02 ISSUED FOR PROGRESS 7-12-02 ISSUED FOR PROGRESS D C ENGINEERS 2821 NORTHUP WAY - SUITE 200 BELLEVUE, WA 98004 S3.1 PHONE: (425) 827-2238 FAX (425) 827-8986 LEXPIRES 4/29/04 02-11-163 2-26-03 CONVERSANO INC. JO STRUCTURAL- TYPICAL DETAILS 11/60181.410; Po - sow •