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Permit D05-012 - CENDANT CAR RENTAL GROUP - EXTERIOR AND SITE IMPROVEMENTS
CENDANT CAR RENTAL 15820 TUKWILA INTERNATIONAL BL D05-012 i r Cit y a.Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us DEVELOPMENT PERMIT Parcel No.: 2223049001 Address: 15820 TUKWILA INTERNATIONAL SL TUKW Suite No: Tenant: Name: CENDANT CAR RENTAL GROUP, INC. Address: 15820 TUKWILA INTERNATIONAL BL, TUKWILA, WA Owner: Name: STERLING REALTY ORGANIZATIO Address: PO BOX 91723, BELLEVUE WA Contact Person: Name: CHANDLER EASON Address: 1555 BAYSHORE HY, #300, BURLINGAME, CA Contractor: Name: CHINN CONSTRUCTION LLC Address: P.O. BOX 2137, REDMOND, WA Contractor License No: CHINNCLOOODS Permit Number: Issue Date: Permit Expires On: Phone: Steven M. Mullet, Mayor Steve Lancaster, Director DOS -012 06/28/2005 12/25/2005 Phone: 650 692 -9911 Phone: Expiration Date: 03 /05/2006 DESCRIPTION OF WORK: EXTERIOR MODIFICATIONS TO EXISTING ADMINISTRATION (22 SF FOR NEW PILASTERS) AND MAINTENANCE BUILDINGS (220 SF FLUID STORAGE BUILDING ADDITION [FEE'D UNDER T.I. PERMIT]), SITE IMPROVEMENTS AND LANDSCAPING. PUBLIC WORKS ACTIVITIES INCLUDE: TESC, DRIVEWAY ACCESS, LAND ALTERING, AND STORM DRAINAGE. VAL -VUE SEWER DIST. & WATER DIST. 125. Value of Construction: $332,000.00 Fees Collected: $15,218.15 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2003 Type of Construction: III Occupancy per IBC: 0024 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: Y Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: Y Volumes: Cut 100 c.y. Fill 1600 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Y doc: IBC - Permit D05 -012 Printed: 06 -28 -2005 s Z �U 0 0 . CO o . J =' H N u.: w O 2 LLQ (a D = CI H =. Z� �O z r~ W D o. O - H ', w w u. rF' _ —O --Z w U co)� Z Street Use: Water Main Extension: Water Meter: 1 t i i I i f i' is j .. City o Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: cOukwila.wa.us N Profit: N N Private: N * *continued on next page ** Steven M. Mullet, Mayor Steve Lancaster, Director Non - Profit: N Public: City 0. Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: ci.tukwila.wa.us Permit Number: Issue Date: Permit Expires On: Steve Lancaster, Director DO5 -012 06/28/2005 12/25/2005 } Permit Center Authorized Signature: �Z/�`"� Date: d j fd, I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. i Signature: Date: 6 Print Name: 114 This permit shall become null ad void if the work is not commenced within 180 days from the date of issuance, or if the work is ! suspended or abandoned for a period of 180 days from the last inspection. doc: IBC- Permit D05 -012 Printed: 06 -28 -2005 Z W WD V O, CO) W .W =; co) U. WU LL ?; =a t` W O: AU LLj U O W LLJ — O. LLi ': U - CO) O 'Z i �11U1, s; f"\. X C ity of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 2223049001 Permit Number: DOS-012 Address: 15820 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 01/11/2005 Tenant: CENDANT CAR RENTAL GROUP, INC. Issue Date: 06/28/2005 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 8: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 9: Subgrade preparation including drainage, excavation, compaction, and fill requirements shall conform strictly with the recommendations given in the soils report. Special inspection is required. 10: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 11: Structrual Observations in accordance with T.B.C. Section 1709 is required. At the conclusion of the work included in the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 12: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13: All wood to remain in placed concrete shall be treated wood. 14: Masonry construction shall be special inspected. doc: Conditions D05 -012 Printed: 06 -28 -2005 z �z '~ w �D JU 00 CO D co W J H 0w w �a Ei IL Q Nd i =. w Z f O w �5 U� O o �- wW u. O iu z U =; O Z City of Tukwila r� Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 15: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. 16: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 17: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 18: Manufacturers installation instructions shall be available on the job site at the time of inspection. 19: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 20: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Department of Public Health - Seattle and King County (206/296- 4932). 21: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 22: VALIDITY OF PERMIT: The issuance or granting of a permit 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 ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 23: ** *FIRE DEPARTMENT CONDITIONS * ** 24: A minimum of one approved portable fire extinguisher complying with Section 906 of the International Fire Code and having a rating of not less than 20 -B shall be located not less than 10 feet (3048 mm) or more than 50 feet (15240 mm) from any Class 1 or 2 liquid storage area located outside of a liquid storage room. (IFC 3404.3.7.5.2) 25: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 26: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6) 27: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 28: 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. (IFC Chapter 10) doc: Conditions D05 -012 Printed: 06 -28 -2005 Z �Z `~ w � u� D UO ND J = CO L w U¢ = d �w Z H z� UJ5 VO 0 C o il-- ww HF u' O .. Z N 0 Z Igoe Cit y of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 29: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) z 30: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the = z �. International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC D 1008.1.8.1) U U W 31: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress UJ travel. Access to exits shall be marked b readily visible exit signs in cases where the exit or the path of egress Y Y 9 p 9 J H travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access N U_ U_ w corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the 0 nearest visible exit sign. (IFC 1011.1) 32: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less than 90 U_ ? N d minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system w provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) z_ 33: Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating w w and /or adding sprinkler heads. (IFC 901.4) ? o U 34: Sprinklers shall be installed under fixed obstructions over 4 feet (1.2 m) wide such as ducts, decks, open grate o flooring, cutting tables, shelves and overhead doors. (NFPA 13- 8.6.5.3.3) w w =U 35: All new srpinkler sysetms and all modifications to existing sprinkler systems shall have fire department review and !6 approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler z systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk v Co 3: Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050) 0 36: The amounts of flammable /combustible liquids and hazardous materials stored and used in the liquids storage room and the rest of the building shall not exceed the maximum allowable quantities per International Fire Code Table 2703.1.1 or, these areas must meet the requirements of an H -2, H -3 occupancy per the International Building Code. 37: An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of Americans With Disabilities' Act, Chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila Ordinance #2051. 38: 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 #2051) (IFC 104.2) 39: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 40: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 41: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 42: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 43: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** doc: Conditions D05 -012 Printed: 06 -28 -2005 City of Tukwila low Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 44: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 45: Any material spilled onto any street shall be cleaned up immediately. 46: The Land Altering Permit Fee is based upon an estimated 100 cubic yards of cut and 1,600 cubic yards of fill. If the final quantity exceeds this amount, the developer shall be required to recalculate the final quantity and pay the difference in permit fee prior to the Final Inspection. 47: From October 1 through April 30, cover any slopes and stockpiles that are 3H:iV 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. 48: 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. 49: The City of Tukwila has an undergrounding ordinance requiring the power, telecommunications, and cable service lines be underground. 50: Adjacent Right -of Ways for streets, are not within the City of Tukwila. Coordinate with City of SEA TAC and any other applicable agency having control over the Right -of -Ways, for work in these Right -of -Ways. * *continued on next page ** Z Z, w. J U' 00 . CO O> CO) =. CO) W O. LLQ = C1. H =: . F - O�. Z DO: ;O SO O 1— w W. U U_ — Z U ~ H O Z doc: Conditions D05 -012 Printed: 06 -28 -2005 i Cit y of Tukwila flOB f i I Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Date: Print Name: 1 ��(1W1 -4 n , tv t.`Ilm ZLC / i 4 i i doc: Conditions D05 -012 Printed: 06 -28 -2005 CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Section 110.2 of the 2003 edition of the International Building Code. At the time of issuance, this structure or portion thereof has been inspected for compliance with the requirements of this code for the occupancy and division of occupancy and the use for which the proposed occupancy is classified. Building Permit No.: Occupant /Tenant: Building Address: Parcel No.: Property Owner: t Use: DOS -012 CENDANT CAR RENTAL GROUP, INC. 15820 TUKWILA INTERNATIONAL BL 2223049001 STERLING REALTY ORGANIZATION PO BOX 91723, BELLEVUE WA 98009 OFFICES /MAINTENANCE k Occupancy Group /Division: ` Type of Construction: Automatic Sprinkler System: Design Occupant Load: B, S -1 III Provided: Y Required: Y 170 i BUILDIWG OFFIC c --,: ,�7 DATE THIS CERTIFICATE TO BE CONSPICUOUSLY POSTED ON THE PREMISES 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 Web site: http: / /Www.ci.tukwila.wa.us l - 1 , Z � U O Co , to =: J �- N O W J� !L Q �c _, Z F- 1— O Z I—: 5 U� O v1 o � w W`. O , . LU Z U ,Z CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southoenter Blvd., Suits 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** 5' Tu Chandler Eason, Blunk Demattei Associates 650-692-! Name- Day Telephone: 1555.ftyshoro'Burl Mailing Address Bl Ow -692�0, .1 ceason3 b r.n 650 E -MaflAddress: Company Name: Chinn Construction, LLC Mailing Address- 1 Box 2137 Redmond WA 98073-2137 city stda 0 Kevin Chinn Day 425-898-1688 Contact Pem Telephone: F,Mail Address• , Fax Number: 425-898-0885 Contractor Registration Nwat ar: Expiration Date: **An original or notalrized.co y o f current Washington State m must be presented at the time of permit issuance" a Contractor Lic Blunk De CornpanyName• M Add -tyshore Contact Person- Chandler Eason E-Mail Addresspeason3@bdaarch.com Company Name: CT E ngine , Mailing Address! 180, N jq .;j Rick, b#"� Contact Per E-Mail ,&ddress e Pan 1 icIpme city State zip Day Telephone: 650-692-9911 Fax Number: 650-692-0181 rd' Seattle INq .: 98109 city 2PP7285-4512 Day TO 206-285-OQj8 Fax Number: z Z LLJ _j U 00 to 0 C0 LLI LLJ _J T) LL w 0 2� 9 _j LL < D W 0 z �_ LU LU 5 C0 0- 13 LU W X () F_ P LL 0 z Cl) O ~ z King UOASSCSSM'S lax N0.:qqqinA_gn 1 .03 222204.00 15820 Tukwila I M.r IMT Site Address: Suite Numben. Floor: Tenant Name- Cenda nt New Tenant: Yes - 0 No'' p O wners N am; • �terljn, R Mailing Address• , PO Box 91723 Bellevue WA 98009-1723 City sh" NT V Chandler Eason, Blunk Demattei Associates 650-692-! Name- Day Telephone: 1555.ftyshoro'Burl Mailing Address Bl Ow -692�0, .1 ceason3 b r.n 650 E -MaflAddress: Company Name: Chinn Construction, LLC Mailing Address- 1 Box 2137 Redmond WA 98073-2137 city stda 0 Kevin Chinn Day 425-898-1688 Contact Pem Telephone: F,Mail Address• , Fax Number: 425-898-0885 Contractor Registration Nwat ar: Expiration Date: **An original or notalrized.co y o f current Washington State m must be presented at the time of permit issuance" a Contractor Lic Blunk De CornpanyName• M Add -tyshore Contact Person- Chandler Eason E-Mail Addresspeason3@bdaarch.com Company Name: CT E ngine , Mailing Address! 180, N jq .;j Rick, b#"� Contact Per E-Mail ,&ddress e Pan 1 icIpme city State zip Day Telephone: 650-692-9911 Fax Number: 650-692-0181 rd' Seattle INq .: 98109 city 2PP7285-4512 Day TO 206-285-OQj8 Fax Number: z Z LLJ _j U 00 to 0 C0 LLI LLJ _J T) LL w 0 2� 9 _j LL < D W 0 z �_ LU LU 5 C0 0- 13 LU W X () F_ P LL 0 z Cl) O ~ z Valuation of Project (contractor's bid price): $ / & ; Z % O Existing Building Valuation: S 3,652,300 Scope of Work (please provide detailed information): Exterior modifications to existing Administration (22 sq. ft. for new pilasters) and Maintenance Buildings ?22s . ft. for new fluid stora a buildin addition , site im rovements and landscaping. Will there be new rack storage? .0:, x E .:No If "year, see Handout No. for requirements. 'Note: Existing bowling alley is 30,008 sq. ft. and existing theater concessions building is 16,515 sq. ft.; 46,523 sq. ft. total. NA Single - family building footprint (area of the foundation of all dnwWres, plus any decks over 18 inches and overhangs greater they 18 inches) - *For an Accessory dwelling, provide the following: Lot Area (sq ft): NA Floor area of principal dwell NA 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: Compact: Handicap: Will there be a change in use? 0..... Yes ❑ ..No If "yes ", explain: FM PROTECTIONM MATEBIAI� O...Sprinklers E...Automatic Fire Alum ... Other i • (� Will that be storage or use of flammable, combustible or hazardous materials in the building? if 'yes', attach list of materials and storage locations on a separate 8-112 x 11paper indicating gaa antler ety:, n S'll e �.gtiaao.tr(�!•oo0r) Paso 2 Z iH Z W u� D JU UO Cl) CO) LLI J L = r CO LL W O 2 LLQ T rn D i �W Z F— F— O W �5 U� CO 0 F— W HU LL —0 W Z U =' O Z :�J� �Y �St �� ZriN �•` ::V1Tr. ':t •.k:.t.:. )'�`� i g7•:'?i:i :::: y }::.:: v: l .... .�;:; � ..... ... .:. ��: is .:. :;;. �: 3 �;;j ti K4::) .'4 {: {� 1...,+ a r .. � , : %n•:4 r.J ;t;:f�:4' v `Y)4'ti:4::. •' /,.' - .i::•h \ + e -• F ::SrX+l:i i!�� {iii' • i:�F � .. :.... ):r � .. i 1 �' . +� Y4: o-:b : :. ,: wFn ,. �::.... :fit?!'IJ '.'.4•. I >t� �•' a ... .�;SI• >i.�r � ^.y r ...,�..::. ..j.) 'y: �v �+4�`i� S � i i:w n�'�'�1v 46,253 0 NA III S -1 '''•:;: ,:.: NA NA NA NA NA NA " " - I ? NA NA NA NA NA• :.NA.. •. . NA NA NA - NA NA NA .. t; `< NA NA NA NA r NA.i NA NA NA N NA NA' Ni4. NA .. :. NA. .. NA.' , 'i:: .'.'``s NA NA .. ... NA , NA.• °.: :s-: NA ' NA.. MA:. i NA. NA . NA Arm NA Na NQ. •• -rCd} NA A' ... (`IA iVA.. ' NA . ' NA 'Note: Existing bowling alley is 30,008 sq. ft. and existing theater concessions building is 16,515 sq. ft.; 46,523 sq. ft. total. NA Single - family building footprint (area of the foundation of all dnwWres, plus any decks over 18 inches and overhangs greater they 18 inches) - *For an Accessory dwelling, provide the following: Lot Area (sq ft): NA Floor area of principal dwell NA 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: Compact: Handicap: Will there be a change in use? 0..... Yes ❑ ..No If "yes ", explain: FM PROTECTIONM MATEBIAI� O...Sprinklers E...Automatic Fire Alum ... Other i • (� Will that be storage or use of flammable, combustible or hazardous materials in the building? if 'yes', attach list of materials and storage locations on a separate 8-112 x 11paper indicating gaa antler ety:, n S'll e �.gtiaao.tr(�!•oo0r) Paso 2 Z iH Z W u� D JU UO Cl) CO) LLI J L = r CO LL W O 2 LLQ T rn D i �W Z F— F— O W �5 U� CO 0 F— W HU LL —0 W Z U =' O Z r j V DLiIL . f�•. g s 'A N f . `206 i Scope of Work (please provide detailed information): Exterior modifications to existin Administration (22 sq. ft. for new pilasters) and Maintenance Buildings (220 sq. ft. for new fluid Improveme and sc pi g. i Call before you Dig: 1400424 -5555 Water Dhtrkt ❑ ... Tukwila ...WaterDistrictif125 ❑...Higbline ❑ ... Renton ❑ ... Water Avallability Provided Sewer Dktrkt ❑..,Tukwila IQ ❑...Renton ❑...Seattle ❑ ... Sewer use Certificate ❑ ... Sewer Availability Provided ❑ ... Approved Septic Plans Provided ❑ ... Septic System- For owhe septic system, provide 2 cophs of a current septic design approval by King County Health Department. ...Civil Plans (Mulmom Paper Size -22" z 34") []...Technical Inh=don Report (Storm Drainage) `Q( Geotechnical Report ❑ ...Tragic Impact Analysis ❑ ... Bond ❑... Insurance ❑ ...Easement(s) [3 ... MaintenanceAgreement(s) ❑ ...Hold Harmless ❑ ... Rigbt -of way Use - Nonprofit for less than 72 hours ❑... Rigbt -0f -way Use - Profit for leas than 72 boors ❑ Itight-of -way Use - No Disturbance [3 ... Rigbwfway Use— Potential Disturbance Construction/Excavation/Fill - Right-of-way Non Right-of -way '[ Total Cut 10 cubic yards ❑.. Work in Flood Zone Total Fall & O n cubic yards '�. Storm Drainage ❑ ... Sanitary Side Sewer ❑ ...Abandon Septic Tank ❑ ...Grease Interceptor ❑ ... Gyp or Remove Utilities ❑ ...Curb Cut ❑ ...Channelization ❑ ... Frontage lWovements ❑ ...Pavement Cut ❑ ...Tnwb Excavation ❑ ... Trd is Control ❑ ...Looped Fire Line ❑ ...Utility Undergrounding ❑ ... Backflow Prevention - Fire Protection • Irrigation Domestic Water • • f ❑ ... Permanent Water Meter Size... " ❑ ... Temporary water Motor Size. •, _ WON ❑ ... Water Only Meter siu............ WON ❑ ...Deduct Water Meter Size.. - ..... . ❑...Sam Main Extension .............Public Private `. ❑ ... Water Main Extension ............. Public_____, Private Mailing Address • city *Oft*"Vsm*"6ndit( Pace 3 z W JU 0 CO o W = J CO U- W �J U. Q C �W HO. z F— W LU U co: O— � W W u" O ui z F= _ O z " L 4�� lu AA Tio VE' 670 AR, c MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: city st" zip Contact Person• D ay Telephone: E-Mail Address- Fax Number: 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): S Scope of Work (plow provide detailed UM Residential: New .....0 Replacement ..... ❑ Commercial: Now .... ❑ Replacement ..... ❑ F=IL=: Electric ...... [3 Ou ..... 0- Other: 3 - 15 HP/500,000 BTU indicate type of mechanical work being installed and the quantity below: nFumace<100K BTU Air Handling Unit > 10,000 CFM Fire Damper 0 HP/100,000 BTU 12K B Fureace>100K BTU rCooler Diffuser 3 - 15 HP/500,000 BTU Floor Farance Ventilation Fan Thermostat 15-30 HP11,000,000 BTU b M U o=1ed , "Hed"w on System ventilation woodlGessww 30-50 HP/1,750,000 BTU At Hood W&WHealer SO+ HP/ 1,75 00 HestlReftwCoolft lncinerstor-6 FAiftVwy sysfam I Gmentoir Air HandlingUnit 1nCbMJ0r - Commilad, Other MeethL#Aiicd . <10 CFM. t Equipmen I I N tur 1 1 IIIAW "1 10 ��41@11kd lorg,�Jqf 11k ME` 01 t 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 Pin Review Applications for which no permit is issued within 190 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant fora 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 THELAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER O2R�UTHO ),0AIENT Signature: Date: Michael Lancaste RQ.. q2� q one Day Telephone Print Name: we Lu Mailing Address: city sae. ZIP Date Application Accepted: Date Application Expires: Staff Initials: Page 4 Z Z W D 00 (no C0 W W CO) U- 0 LL N =) 0 LU Z F- 0 Z E— W LLJ 0 U . 0 Lu L) U- .. Z LU 0) L) P T 0 F- Z APR. 18.2005 2:05PM BLL"< DEMRTTEI RSS LGETIN A2 N O. 206" .,--) TYPE C PERMIT FEE ESTIMATE PLAN REVILvJ AND APPROVAL FEES DUE WfTH AI✓r- LICATION PlYlnay adjust estimated fees PROJF-CT NAME C 9 ,11 -b.4 Nr PERMIT #JD _1 . O„/ 2 _ If you do not provide contractor bids or an engineer's estimate with your permit application, Public Works will review the cost estimates for reasonableness and may adjust estimates. r 1. APPLICATION BASE FEE Up to 50 CY Free 2, Enter total construction cost for each improvement category: 101-1,000 I $37.00 Genera! - s 8 b ° �2 �,: o J; $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. Erosion prevention Water $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 $ Sewer °r 'B, ooa Storm water boo , ono — Road /Parking /Access * Total - ' �r - A. Improvements 2 . 33 =- 3. Calculate improvement -based fees: 2 I SOD _ B. 2.5% of first $100,000 of A. C. 2,0% of amount over $100,000, but less than $200,000 of A. _ ! 2", 60n D. 1.5% of amount over $200,000 of A. _ , -- 5od� .- 4, TOTAL PLAN REVIEW FEE (B +C +D) 5, GRADING Plan Review and Permit Fees 9 �5 $ �` ''"' (5) Enter total excavation volume oo cubic yards Enter total fill volume 1 , 0a _ cubic yards U.se the following table to estimate the grading application fee. Use.the greater of the excavation and fill volumes. QUANTITY IN CUBIC YARDS I RATE Up to 50 CY Free 51 -100 S23.50 101-1,000 I $37.00 1 - 10,000 S49.25 '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. 53 0 1p�'7 TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION ( +4 + $ The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with 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. Approved 09.25.02 Revised 03,16.03 Revised 05,13.03 Revised 06,07.04 Z LIJ JU U co 00, CO =. J H S2 LL w U. CO) =w z� w o. w �o 0� o� w �U 0 z. U x o , Z APR.18.2005 2 :05PM BP-NK DEMATI ASSX N0.206 P.4i6 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adiust estimated fees 6. Permit Issuancetlnspe' tion Fee (g *C +D) $ 5 00`1 S (6) 7. Pavement Mitigation Fee $ (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of i 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 15 to estimate the pavement mitt ation fee. Approx. Remaining Years Pavement Overlay and• Repair Rate - er SF of lane width 20 -15 100% $10.00 15 -10 5% $7,50 - 10 -7(50%) $5.00 7 - 5( 33%) $3,30 5 $2.50 2-1(10%) $1:00 0 -1 $0.00 QUANTITY IN CUBIC YARDS RATE 50 or less $23.50 51 -100 $37,00 101 -1,000 $37,00 for 1s` 100 CY plus S17.50 for each additional 100 or fraction thereof, 1,001 - 10,000 $194,50 for 1 1000 CY plus $14.50 for each additional 1,000 or fraction thereof. 110,001- 100,000 $325.00 for the 1$` 10,000 CY plus $66.00 for each additional 10,000 or fra ction thereof 100,001 or more $919,00 for 1 s 100,000 CY plus $36.50 for each additional 10,000 or fraction thereof. i Approved 09.25.02 Revised 03,18,03 Revised 05.13.03 Revised 06.07.04 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, r 2 z W J U U O moo. CJ) J C0 L wO 9:3 LL cr) _d W. z O: z H. O N' W 2V l~l. 0' _ ui rn. ~O f..' z APR. li3.2005 2 :05PM r'"'JN DEMATTEI A SSOC N0.206 P.5 /6 BULLETIN A2 TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW mgy.9diust estimated fees 9. TOTAL OTHER PERMITS 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 Fees in Bulletin -Al Total A through E 10, ADDITIONAL. FEES A. - Allentown Water (Ordinance 1777) 5 B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Storm Drainage Mitigation $ G, Other Fees , Total A through G_ ,, $ (10) k DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ 2 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE I This fee includes two inspection visits per required inspection, Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.0.0 per inspection, i .. Approved 09.25.02 3 Revised 03.18.03 - Revised 05.13.03 Revised 06.07.04 e i i i z or W' D, U' U O� 07 C1 CO) W W X. J CO) LL J U. �d H W z O; z �c .o N w W ' H V�� u.. U N: O'' z 0 � City of Z ukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2223049001 Permit Number: Address: 15820 TUKWILA INTERNATIONAL BL TUKW Status: Suite No: Applied Date: Applicant: CENDANT CAR RENTAL GROUP, INC. Issue Date: D05 -012 ISSUED 01/1112005 06/28/2005 Receipt No.: R06 -00348 Initials: LAW User 1D: 1630 Payment Amount: Payment Date: Balance: 250.00 03/15/2006 04:06 PM $58.00 Payee: CHINN CONSTRUCTION TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Payment Check .'110369 250.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PW ADDL PERMIT /INSP FEE 000/342.400 250.00 Total: 250.00 3610 03/16 9716 TOTAL 250.00 doc: Receipt Printed: 03 -15 -2006 1 r g City of Tukwila 4 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2223049001 Permit Number: Address: 15820 TUKWILA INTERNATIONAL BL TUKW Status: Suite No: Applied Date: Applicant: CENDANT CAR RENTAL GROUP, INC. Issue Date: D05 -012 ISSUED 01/11/2005 06/28/2005 Receipt No.: R05 -01481 Initials: BLH User ID: ADMIN Payment Amount: Payment Date: Balance: 58.00 10/06/2005 01:38 PM $0.00 Payee: CHINN CONSTRUCTION LLC i TRANSACTION LIST: Type - - - - -- Method -- Description Amount -- ---- ---- - - - - -- - - - - -- k Payment Check 109242 58.00 j ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 58.00 w Total: 58.00 1 1 1: 4 X AV 7953 10106 1?716 10TAL 264.90 doc: Receipt Printed: 10 -06 -2005 s a Z , u JU 0 N Or w =, N U- W O: L L co) = C1, F— W: e _' I-- Oi Z I— LLI W O N ' ;0 H: W UJ; Z U co); O ~' Z a x %#v City of Tukwila roe 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: I CHINN CONSTRUCTION LLC RECEIPT Parcel No.: 2223049001 Permit Number D05 -012 Address: 15820 TUKWILA INTERNATIONAL BL TUKW Status: APPROVED Suite No: ACCOUNT ITEM LIST: Applied Date: 01/11/2005 Applicant: CENDANT CAR RENTAL GROUP, INC. Issue Date: Current Pmts -- ------ - - - - -- Receipt No.: ROS -00936 Payment Amount: 13,370.81 Initials: LAW Payment Date: 06/28/2005 12:13 PM User ID: 1630 Balance: $0.00 Payee: I CHINN CONSTRUCTION LLC Total: 13,370.81 I Z O< W JU :U O u� W W= CO) LL W O! J. LL N 0. W . Z � I— O ZH U U, �O �. WW S U, LL Z ; H =' O~ Z doc: Receipt Printed: 06 -28 -2005 TRANSACTION LIST: Type Method Description -- --------------------------- - - - - -- Amount - - - - -- -- - - - - Payment Check 108840 i 13,370.81 ACCOUNT ITEM LIST: l Description - - - - -- Account Code ---------- - - - - Current Pmts -- ------ - - - - -- ------------------------ BUILDING - NONRES 000/322.100 2,842.06 l PW BASE APPLICATION FEE 000/322.100 250.00 PW LAND ALT PERMIT FEE 000/342.400 209.00 i PW LAND ALT PLAN REVIEW 000/345.830 49.25 PW PERMIT /INSPECTION FEE 000/342.400 5,008.00 #'# PW PLAN REVIEW 000/345.830 5,008.00 I STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 13,370.81 I Z O< W JU :U O u� W W= CO) LL W O! J. LL N 0. W . Z � I— O ZH U U, �O �. WW S U, LL Z ; H =' O~ Z doc: Receipt Printed: 06 -28 -2005 1 Cit y of Tukwila `j 1908 r 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 2223049001 Address: 15820 TUKWILA INTERNATIONAL BL TUKW Suite No: Applicant: CENDANT CAR RENTAL GROUP, INC. Permit Number: Status: Applied Date: Issue Date: D05 -012 ISSUED 01/11/2005 06/28/2005 Receipt No.: R06 -00848 Initials: ]EM User ID: 1165 Payee: CHINN CONSTRUCTION, LLC Payment Amount: Payment Date: Balance: 58.00 06/12/2006 08:35 AM $0.00 i TRANSACTION LIST: Type Method Description Amount ---- - - - - -- -- - - - - -- --------------------------- ------ - - - - -- Payment Check 110831 58.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts =----------------------- - - - - -- ---------- - - - - -- ------ - - - - -- PLAN CHECK - NONRES 000/345.830 58.00 Total: 58.00 doc: Receipt 6325 06/12 9716 TOTAL `58 00 Printed: 06 -12 -2006 City of Tukwila r9os 6300 Southcenter BL, Suite 100 Tukwila, WA 98188 (206) 431-3670 RECEIPT ParceClklo.: 2223049001 Permit Number: DOS-012 Address: 15820 TUKWILA INTERNATIONAL BL TUKW Status: PENDING Suite No: Applied Date: 01/11/2005 Applicant: CENDANT CAR RENTAL GROUP, INC. Issue Date: Receipt No.: R05-00040 Payment Amount: 1 Initials: SKS Payment Date: 01/11/2005 03:12 PM User ID: 1165 Balance: $2,846.56 Payee: CHINN CONSTRUCTION, LLC TRANSACTION LIST: Type Method Description yp Amount ---------- -------- --------------------------- ------ - - - - -- Payment Check 107859 1,847.34 ACCOUNT ITEM LIST: Description Account Code Current Pmts ------------------------ - - -- -- ---------------- ------------ PLAN CHECK NONRES 000/345.830 1,847.34 Total: 1,847.34 F doc: Receipt Printed: 01-11-2005 4,! �+ Y„ S "lY•n!f+w!t.p±»Mr±.±w'*fY «+�i'w ^-. 4c .rt.'•.S,» "...'. ih �.:..- �. ��t.ti . � > ��� ... .".. » .:- ":.:.;.^': �.: »' �- �7�(r.: �- .' -1,t� �W'. INSPECTION RECORD ` Retain '' copy with permit 1 & r l INSPECTION NO. PER �j NO � CITY OF TUKWILA BUILDING DIVISION��' 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367 Pro' ct: AA/V& Type of In F/ Al14 /�ss:_ _ Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: :1 V� pproved per applicable codes. Corrections required prior to approval. - 7, COMMENTS) D r xz " l JA paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection .j ;:..i Receipt No.: Date: �r �� ! • s : - n.:,^' y , a f . ,;urt � I 1 Z q G W =. U 0: Cl Cl) w N LL W O LL _. N d. W 1- O W t -. V U ' O U) o r-: W W H U LL ~O: Z 111 CO) U= O ~` Z �'j+ �FSS„. t7 4Ff 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 -367 r . Project: 6 ��� � V Cbl Type of pec� ' r.n Address: Date CA W& d: Special Instructions: Date Wanted: a.m. 6 ; .)-- ? p.m. Requester: Phone No: Ar Aproved per applicable codes. El Corrections required prior to approval. C TMENTS: :s Z iS Z IL' Uj . W � V N 0 W = J �• N LL w� J ' L A V/ V . w o, 5`. .W W LL .Z Z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection: � r , Addre§x � Date Called: Spec ial.Instructions: Date wanted: a.m. p.m. Request Phone No: Approved per applicable codes. Corrections required prior to approval. G COMMENTS: (inspector: (Date: G( ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z � W Q � W� U O co) D. CO) i lL' W O. u_ �W H- O. Z F-' 5 U �. O N: 0 H .W W L O: U� H O (inspector: (Date: G( ❑ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z � W Q � W� U O co) D. CO) i lL' W O. u_ �W H- O. Z F-' 5 U �. O N: 0 H .W W L O: U� H O � 93 �Y4� - .t u�( INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. ' CITY OF TUKWILA BUILDING DIVISION M 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 P _ Projec�7 j Type of Inspection: r) -H C U/Y,{ l kc A iL,'n Address: i5 �3 Date Called: d y A) e. Special Instructions: Date Wanted: a.m R TY) ster: - f `T�f SyS�Pfyt! el Phbne No: h oc - X 3.3 --/ t /�' ` Approved per applicable codes. O Corrections required prior,to approval. COMMENTS: kt Xis g , q ty' 'A 'hr+., t :Z;t .U� 1f • t "f ;7w 1 Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Z W J U: UO CO 0; W = �� W O J CO)a Z� Z O U ;O W W: U LL O 111 Z, O Z INSPECTION RECORD Retain a copy with permit V06 �� "� INSPECTION NO. PERMIT NO. C ITY OF TUKWILA "BUILDING DIVISION 630O Wd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Inspection:� •.CC Add es 5Sa v -�= Date Called: / o 01 o (a Special Instructions:. Date Wanted: a. . o Y o o Requester* die Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS. Inspector: Date: ! ' L040 J $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: :1 Z Z W: 6 U O CO ) a ! W= LL ' W O: �a d Z �. Z� W W ; fy U 0, 1O N = U: :LL O W Z U N;: Z ' O I"' • Z y: INSPECTION RECORD�._�� a Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: ��ll tciE' Type of Inspection: Address: Date Called: 3 b cl Lo Special Instructions: Date Wanted: a.m. ) Requester: &)ad Phone No: �oG C-/3- 70 Approved per applicable codes. Corrections required prior to approval. COMMENTS: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Z Uj U O CO (3 CO) JI.- I I L W S2 v: �w Z� 0 ZH w U COY w W` � U U. Z: W U CO), `0 ~ Z AWS MICRO COM SYSTEMS LTD. ATTENTION The next image may be a duplicate of the previous image. Al Please disregard previous image. ❑ Please disregard previous 2 images. F Please disregard previous 3 images. F Other: 0 • �•SL'z Y'.• ..N^•rNe'•t{:Y.!.?i�; �.!o r .- a v r unr.'tirr. , K?m'.wri�^rr�.n ,., .. ...w.v.nz �:"t'n :`,' 7 !.1' ,.� , .i. ^ r � .. , . ,.., . r �.I x t IN �++ r 1 � 5 Z r � E Z •, i .J 3 4 � r 3 . I k� M t ,i INSPECTION RECORD�,� h Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION z 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 3 Project: Type of Inspection: Address: "�? a d -r 1 Date Called: o 3 a 0 Special Instructions: Date Wanted: (a. m. a.3 3P Requester: Phone No: 7 5� i r i Approved per applicable codes. Corrections required prior to approval. p" t f i r S 1 3 t } 5 7 i I t t t t f 1 3 l t i Inspector: Date: 3 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: ,i z iS W UO O ) IW =' J CO) L LI O; 2 �! 9a Cd !_— _ Zo �o O N ;W W' H V Z' W U N H � • O Z � u�1iT�}tr r,.� , D "y �S.�i�S•P;':.�;1+:f:iV �` 9 )! }� .a r .: 'o- y t ^t✓ � t � i '.i r � y .. i INSPECTION RECORD Z-01 a F ' Retain a copy with permit INSPECTION NO. PERMIT N0. 'p CITY OF TUKWILA BUILDING DIVISION Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ti s: f4 >� k T'• Project: ' Type of Inspecti� Addr ss: S -0 Tt 8 Date Called: Q s 10 Special Instructions: Date Wanted: a.m l O � �� Requester: Phone No: a� 707 E] Approved per applicable codes. Corrections required prior to approval. COMMEN�7'S: �f. C• .r y �w ' Inspector: Date: f $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: �`r`.".��.i:.' �ti.'"y "' M; i} i- .av:v:;,v.•�.�.�ia,','• .fr.,,. „�r...:.i..;!.�_ ., a Z Z G ^ J U. UO to O wi � LL W O. J LL ?. N Cy W Z 1.. 0. W ~, v O; N. :W W F U'. LL Z= U N' Z �gz�5,- kv.a'$3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr 'ect: Type of Inspection: Addres��� ` � GNU 6 Date Called: � l O /6 Special Instructions: Date Wanted: a. M. P.M. Requester: C.� Phone No: Approved per applicable codes. El Corrections required prior to approval. .COMMENTS: SD v('3 P V4 � '. A R �-Z Inspector: Date: $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. ;i Receipt No.: Date: a Z U: U O U 0' LU cn LL,. WO 9� LL Q CY = W Z }.. O' W H U� W LU H U'. U. O: — Zr ui CO ; U ; O Z N INA INSPECTION RECORD 005 - a/ Z I Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Project Type of Inspection Approved per applicable codes. Corrections required prior to approval. COMMENTS: zyz-f 0 Inspector: Date:-... V z�L(�L4 I F� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must b( paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection I Receipt No.: Date — 1 Z Cf. W C.) 0: (/)a- CO) W. �:c : co) LL 0: LL W. Z Ir- 0 W LL J. fy CO' :0 W X AL Z' IJJ N. O Address: )58 ,90 4 L, 4dE RJ-6-1 7 — ) B Date Called: / (' Special Instructions: Date Wanted- I p.m. Requester: jVA )16 Phone No: qZ3- _ Approved per applicable codes. Corrections required prior to approval. COMMENTS: zyz-f 0 Inspector: Date:-... V z�L(�L4 I F� $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must b( paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection I Receipt No.: Date — 1 Z Cf. W C.) 0: (/)a- CO) W. �:c : co) LL 0: LL W. Z Ir- 0 W LL J. fy CO' :0 W X AL Z' IJJ N. O Pro' ct: Type of Inspection: L Address: 15 - 9 2X T/ Date Called: �� / Special Instructions: Date Wanted: a.m. p.m. Re ester: Phone No: • i� ! �►�� i Z Z. UO CO) o . CO) =. J iH N L w O. LLQ N d = W' z�. O. W H �O o CO 0 F-. W Uj: — O .. z W U =: O ~' Z • Prol rr ,? Type of Inspection: Address: arc �"/��• Date Called: ��2 - 2 - 2 - a Special Instructions: Date Wanted: a.m. / 2 -2 .7-- 5 p.m. Requester: Phone No: COMMENTS: S& �Gt Cl� ..I z Z. UO V)D J = H Cf) LL . O RL Q i w � Z F— �p O N ;O H W W I-- LL Q. Z Ld U H Q F. z Project: - C t- N � < Type of Inspection: s�e� 1/ Address: Date ailed: U-S (2 ZI Special Instructions: Date Wanted: a.m. ` 2 � 2 1 ' G.� p.m: Requester: Phone No: COMMENTS: C 3 Z JE xcST -- *'C j✓C-z� n�G tr -�-�r� -7 1 7 b v .Sz Z QQ S �.: W= UO CO J3 J = H LL. W J, LL Q. co a = W . Z� O . Z 1—: Dp , O O H W � .. Z W U= o'': z , INSPECTION RECORD Retain a copy with permit - INSPECTION NO. PERMIT r CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pro tect , Type of Inspection: .. A esC � ` r Date Called: �2— Special Instructions: Date Wanted: / '� / r a:m. ') P. Requester: C Q Phone No: 2pC.� r a - Ce / 5 a Approved per applicable codes. Corrections required prior to approval. I „f;,,,; ,),,w }„; ..'{w.:.f"�c " " vtl ,v,,,:." :;i ,y ,. .l z,. 4 w' .�'� .i• YJ '.•rt +' .F: r 'Z Z _ 1� Y W. J U; UO CO)o wi J I—' N LL 0 LL Q. d F=- W WOE LU fy U :O N r~ WW �U LL !!1 Z U co); H � O Z INSPECTION RECORD Retain a copy with permit s INSPECTION NO. P M T CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 .,.; Approved per applicable codes. a Corrections required prior to approval. COMMENTS: z Inspector: Date: ��— G. $58. EINSPECTION EE REQUIRED. Prior to inspection, fee must be aEINSPECTION paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Pro' ct: . Typgof Ins ection: Address: Date Called: I � '5 9 D I 'r 9 1 -:�, C7 S Specia l Instructions: Date Wanted: p m Q! p.m. Requester: Phone No: 2' •• U J Q Z Q 2 F-. W W rU U O U U: J N LL WO U. ¢. d = W Z 1 Z H. W LLI U N: O— � H WW :F=- H — 0 LU Z U CO). 0 H O Z . . . . . . . . . . . . . . J INSPECTION RECORD I NSPECTION NO. lRetain a copy with permit P ER 14 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. Corrections required prior to approval. - Z W Ui L) 0 0 . CO) W Lu -J CO) LL W O 2 �. 9-1 LL co 0 z �- LU W 5 0 0-1 .0 F- . W W F=- L) 0; Z M: 0 .z Type of Inspection Add �s. Date Called: 2 r Special Instructions Date Wanted: a.m. -M. Requester: Pho i No' o r 4A3 4-(a Approved per applicable codes. Corrections required prior to approval. - Z W Ui L) 0 0 . CO) W Lu -J CO) LL W O 2 �. 9-1 LL co 0 z �- LU W 5 0 0-1 .0 F- . W W F=- L) 0; Z M: 0 .z Project: Type of Inspection: �• `,C / ! - / �`�r' � !mot/ �- r'''•- IL T � ' 4- Address: 2O Date Called: 1 111 0 lb Special Instructions: Date Wanted: L 195 p.m. Requester: JR j / Phone No: COMMENTS: �• `,C / ! - / �`�r' � !mot/ �- r'''•- ee c JR j I Z H Z. q � W: W =. J U ,. U O N O CO) = J � CO LL W O. L L CY = W z3: Z 0. �p U O � W W. W � — O. Z U CO) ' Mi O Z M S. Y: n: �1! tV��ia4.• ss,' �4Yd4' r` �' �kY}'.±` fiC". ft,Yi'�q�i { F'�`<r i {. „1r' � � :� �. - 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 G Ad�ress:,� �/� I' I ' nstructions: Date Called: o Special Date Wanted: a.m. / p.m. Requester: U Phone No: Approved per applicable codes. Corrections required prior to approval. V S/J Project: Type of Inspection: RIM • i Inspector: � Date: k >58.00 REINSPECTION FEE REQUIRED. Pri or to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectio Receipt No.: Date: Z H . .� U O� 0 w= CO) LL W0 LL N d � Z H � p� U ' O� o F- W UJ U u! Z. O z Project: r Type of Inspection: 4S Address: - R 2 77A Date Called: v h d ' k Special Instructions: Date Wanted. (/ a.m. P.M. Requester: Phone No: COMMENTS: 6 C Z SPLk ,'- 6 Z1� a LAe P &k L4 6 / ' t Z -- Z � ` W ^ , UO .0 0' co W J I= CO LL W O' J. �a U 0 _'. Z H f° U O N 0 H' W Lu- — O. .. Z, W cal ~O F— :Z iYj'ey "tY!��.a�. �'7ad :w8x,�g s3 t�arrSG3' i. �Y .t L r i� .:,�? t.r�,j "Y•x�,,y�; .�j+ 1y'» � w Fy, "F 3 . INSPECTION RECORD Retain a copy with permit`s j INSPEC 1 N N0. PERM 0. � } CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: Type of Ins on: Address :„ Date Called: Special, Instructions: j Date Wanted: m. ;0-- `- Requester: Phone No: a Approved per applicable codes. F1 Corrections required prior to approval. . r Receipt No.: Date: Z 0 C. 0 ) , N 0 Wx J F.. N LL w O. LL Q. C H =. Z F- O W U� �O N W lU: U 111 Z U N. I— F'' . Z LJ paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Pro'ect: :': Pr 'Fl Type of Inspection: 3/) Address: Zd %C Date Called: v / 9 Special Instructions: Date Wanted: f a.m. p.m. Requester: X O Phone No: COMMENTS: b// d e aF 12-" A f 1 j r 4 h i IV -(L tj I i z r �¢¢ W W � JU UO N W =' J � CO) U. W J LL � = W H =: z� �- O W H. W �p U ' . 0 Cr D H W W. —O. W z U U `z + rz; c! u�x prSF •'t wNnr Y .+w,r•cit�4:ps , : +rr^: r�nn�8t;',u.,cj} 't :�._.. .'ir ...� .. _ ..... '. .__ ._ ..._ . 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 ProrP Gh f Type of In tke —Cori ` Addle Y sY s o �' � �� Date Called: u Special Instructions: , l Requester: Date Wanted: M. p.m. Phone No: yap - 7V 7/ a Approved per applicable codes. Corrections, required prior to approval. F t �S. .1 S f 5 i Inspector: ,( ) Date: E] $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd -., Suite 100. Call to sechedule reinspection. Receipt No.: Date: �y W U U0 U t7 Ui J 0 U . w 0 IL d co = a �w Z H F- 0 Z H U� 0C w W ' H U it t Z U N 0 Z INSPECTION RECORD Retain a copy with permit INSPECTIO N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3670 PlIf Approved per applicable codes. Corrections required prior to a7roval. ti COMMENTS: al 421:6 Zte 00 rate: $58.00 REINSPECTION FEE FWQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catl to sechedule reinspectioi Receipt No.: e: z :� Z D 0! 00 CO 0! C0 III LU x CO) LL W O 9:3 U- -cc Z F. 0 Z F-; LU D 0 0 MIW ILL O. Z' ,LLI 0 Z Type pf Inspection: Address: 6plec a ? ial Instructions: 02 fD1 Warittd. ate a.m. P . 7 t Requesirer: or e No lo73 PlIf Approved per applicable codes. Corrections required prior to a7roval. ti COMMENTS: al 421:6 Zte 00 rate: $58.00 REINSPECTION FEE FWQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catl to sechedule reinspectioi Receipt No.: e: z :� Z D 0! 00 CO 0! C0 III LU x CO) LL W O 9:3 U- -cc Z F. 0 Z F-; LU D 0 0 MIW ILL O. Z' ,LLI 0 Z 1 +t P j t: T ype of Inspectio Ad re s: .. at Called: /�o Special Instructions: ` V V .`', D&O @Z•p0 "{",x" f Vvv Date Want a.m. Request � l I tb P oneN 23 COMMENTS: Oezell i z ' W' W UO moo. co) =' CO) LL W O' J LL Q co d F=- W F— O Z I— 5' U� ;O 0 H` WW � U, LL ~O' 11 Z 1 U N z. INSPECTION RECORD J Retain a copy with permit Z INSPECTION NO. P T NO. 1 +. CITY OF TUKWILA BUILDING DIVISIO 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 6 431 -3670 Pro t: Type of In }�ection: //11 r V Date Called: Special Instructions: 3- Date Wanted: /a gL• / p Requester: - Phone No: I D14, { I. ❑ Approved per applicable codes. El Corrections required prior to approval. COMMENTS: n t Receipt No.: Date: 2 0 0 moo wi S2L W O. 2 �! 9a �_ Z F_ F- O ZH W �p WW U. Z ki U� ~O F- Z �—' paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspectiol .: INSPECTION RECORD - r Retain a copy with permit INSPECTION NO. PE MT CITY OF TUKWILA BUILDING DIVISION rc _ ( p 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr j (Date: Type of spection: A ress: 6 , Date Called: N Special Instructions: 4 w o Date Wanted: a.m. Reques Phone No. C e t C. zo� -- *15 Approved per applicable codes. Corrections required prior to approval. '! Re Mpt No.: 1 i (Date: Z W 0 0, CO) J � N LL w O: � U. I.—w Z� H O: Z H. � p' O N. o� ww. xU LL .. Z' w U =; 'Z 216ecember 2005 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3216 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913684 • WABO Registered Agency • Website: www.ottorosenau.com City of Tukwila Building Deportment 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 -2544 Project: Cendant Car Rental Address: 15820 Tukwila International Blvd. GE� RE C 2 � 1p05 G ^^ o II �MOU�M N�t Permit Numbers: 604 05 -012 604 -374 si e Job Number: 05 -455 We herewith certify that we have completed the following special inspections. To the best of our knowledge, the work inspected was in conformance with the approved plans and specifications and the applicable workmanship provision of the building code. All typewritten reports have been mailed to your office or are enclosed. All reports appear to be complete. This report should not be considered as a warranty for conditions and /or details of the building. Items inspected are: 1. Soil compaction 2. Epoxy wrap 3. Epoxy grouting (bar) 4. Epoxy- grouted anchor bolts 5. Reinforcing steel 6. Reinforced concrete 7. Reinforced masonry 8. Welds 9. Anchor bolts Sincerely, OTTO ROSENAU & ASSOCIATES, INC. t eanne L. Parvin i cc & fax c: Chinn Construction, LLC ii A r Z Z' W' U: 00 N Di CO) X. N LL W O U. Q C �. s d; w .Z Z O'. Au Lul 10 N, w W- h=- V Z ti l ; O 1-- .Z OTTO ROSENAU & ASSOCIATES, INC RECEIVED Geotechnical Engineering, Construction Inspection & Materials Testing Nov 2 8 Z00 on COMMUNITY DEVELOPMENT CONCRETE REPORT Job Number: 05 -455 Report Number: 32940 Permit Number: D04- 402,D05 =012 ` Project: Cendant Car Rental Client: Chinn Construction, LLC Address: 15820 Tukwila International Blvd, Tukwila Address: PO Box 2137, Redmond Date: 10/19/2005 Inspector: Dusty Johnston Description /Location: Inspected resteel and concrete placement at stair walls nort heast corner inside and outside building and landing pilasters north side of building. Resteel was found to be placed per approved plans. Resteel verified: Yes Resteel grade: 60 Manufacturer: Nucor Placement Data Design,® ".:.Actuate [] ; Batch: WeighEs /Cubic Yard .., . Supplier: Stoneway Cement (ibs. /type): 400# Mix Number: 4356 Fine Agg. (Ibs): 1455# Slump Spec: 5" Coarse Agg. (Ibs /size): 1901# W/C Ratio Spec: 0.41 Coarse Agg. (Ibs /size): Air Spec: Coarse Agg. (Ibs /size): Total Yards: 17 Fly Ash (Ibs): 100# Placed Via: Tailgate & line pump Water (Ibs or gal): 225# Consolidated: Yes Admixtures (specify): 30 oz. WRDA -64 Required Strength (psi): 3000 158,460 Sampling and Testing Data . Time Cubic Water. Slump Air °lo .. Conc. Temp Ambient Truck. ; Ticket. ASTM C.472,-C 31 Made:. Yards :. .Added C143 0:231 � C.1064 Temp <No. .. . No: Cast Samples: 1 -4 8:00 11 5 gal. 3 -- 66 55 440 575868 Weather: Rain Slump Range: Air % Range: Date Samples Picked Up: 10/20/2005 Initial Curing Method Excluding ASTM C31 - 12.1.5 Initial Curing Temp: Excluding ASTM C31 - 10.1.2 Comments Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) In.) (ScOn•) Wei-gh t L( bs.) si (other than cone) 1 10/26105 7 6x12 28.19 29.50# 110,380 3920 2 11/16/05 28 6x12 28.07 29.50# 158,460 5650 3 11/16105 28 6x12 28.07 29.45# 158,280 5640 4" *Discarded Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° t 3° F Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer X Batch Plant G VAIter4. 0ffWe, PfoTect Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -62 -02 (Rev 04104) Z Z �W 0. UO U) 0 C0 W: to LL 'U .10 , �J LL �d = ZO W LLj �p O co D F- LU H U 1-. tt' O .. Z' L) CO H � O Z .OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT OCT d 6 2005, COMMUN�. Report Number: 31578 - Revised 1? Fy�LsAA11>fNT Description: Epoxy Grouting ( Rebar), Epoxy Wrap Project: Cendant Car Rental Permit Number: : DM61'2 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05-455 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond, WA 98073 Inspector and Date Remarks Larry Longnecker Observed epoxy grouting of rebar. Hilti -HY -150 epoxy was used by contractor with an expiration date 8/2/2005 of 2/06 -Lot # 2310301-2 at administration plumbing pour back. Holes were brushed, vacuumed and blown clean. Observed Carbon fiber wrap installation TYFO lot # S- 07075A -base coat CAB -O -SEL TS720 at administration building. Counting from west to east columns 2 and finish # 3. Conforms Received test results on 9/30/2005. Tests performed by PSI, Portland, OR. Sample Peak Load Ibs Tensile Strength Tensile Modulus 1 6710 117719 9983808 2 7138 119365 10072998 3 7903 131717 1 10097097 4 7058 119830 10111590 5 8981 149683 11049499 Average 1 7,558 1 127,663 1 10.26E +06 Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer It C. an en, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M,L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN- 100 -01 (Rev 01105) z Z. Wt QQom: Wes_ J U' UO CO 0 W= co) u_ W O: 2 .�' 9 - 1 U. �d H= z O. :z F--. w �o o N; W W H U ui CO rJ —: O Z OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing � CF�V h CONSTRUCTION INSPECTION REPORT °Cr' 0 s 9005, ��� oPMETM Report Number: 27043 - Revised N� Description: Epoxy Wrap Project: Cendant Car Rental Permit Number: D05=012 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05 -455 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond, WA 98073 Inspector 9993109 and Date Remarks Ted Christie Observed placement of Fyfe Tyfo System SCH composite carbon fiber to beams located at the 7/26/2005 administration building column line areas 0/15, N/12, N/11. Polymer matrix epoxy lot numbers are 07075A, 07075B dated 6/30/2005. SCH carbon fiber rolls are identified as Tyfo SCH41 #FY -278 dated 6/28/2005. Samples are prepared and to be retrieved 7/29/2005. Conforms Note from Office Received test results on 9/19/2005 and 9/30/2005. Tests performed by PSI, Portland, OR. Sample Peak Load Ibs Tensile Strength Tensile Modulus 1 7015 115759 9993109 2 6307 104076 12752451 3 7111 117343 11863666 4 6887 114402 11685558 5 6797 115990 11667093 Sample Peak Load Ibs Tensile Strength Tensile Modulus 1 7199 118795 10920411 2 6946 114810 12258960 3 6511 107977 10484949 4 6625 109685 10229513 5 7411 126901 11168820 Average 6,823 113,514 11.59E +06 Copies to: X - Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer alter . H nsen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 OTT04 - Fax (206) 723 - 2221 Form No.: ADM/N- 100 -01 (Rev 01105) Average 1 6,938 1 115,634 1 11.01E +06 Z W W� UO Cl) 0. W =: CO) u_ w 0 �Q = d. ? H Z F--" L u 5 O CO3 t] 1-- W W. H U ui Z P O F " z OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing RECEIVED OCT 06 1005 CONCRETE REPORT DEL Job Number: 05 -455 Report Number: 32821 Permit Number: Dt75U7z Project: Cendant Car Rental Client: Chinn Construction LLC Q ? Address: 15820 Tukwila International Blvd, Tukwila Address: PO Box 2137, Redmond _ I— Date: 9/15/2005 Inspector: Larry Longnecker W, aa Description /Location: Observed concrete being put into walls #18 -19 at south end of Maintenance Building — southwest corner — J U southeast corner. 00, { Resteel verified: Resteel grade: Manufacturer: W = Placement Data Design ® Actual ❑ Batch Weights /Cubic Yard N H Supplier: Stoneway Cement (Ibs. /type): 550# 1 -II U. W O Mix Number: 5953 1" Fine Agg. (Ibs): 1343# Coarse Agg. /size): 1789# Slump Spec: 4" i (Ibs pea gravel W/C Ratio Spec: 0.43 Coarse Agg. (Ibs /size): Q Air Spec: N/A Coarse Agg. (Ibs /size): i Total Yards: 40 Fly Ash (Ibs): 110# d Placed Via: Pump Water (Ibs or gal): 260# W Consolidated: Yes (vibrator) Admixtures (specify): 29.7 oz. WRDA -64, Z Required Strength (psi): 4000 85.8 oz. Daraset H 0. Sampling and .Testing. Data Time ..:.: Cubic :. Water Slump . Air % Conc. Temp Ambient TrUck Ticket W W ASTM C:172;.0 3.1 Made :::: Yards.:: Added C143 C 231 1064 ; Temp No. No., 2 5. Cast Samples. 1-4 8:00 1 15 gal. 5" N/A 65 56 431 562539 V 0 N .+ O Weather: Cloudy Slump Range: 5" Air %Range: N/A W W = U Date Samples Picked Up: 9/16/2005 Initial Curing Method: Excluding ASTM C31- 12.1.5 Initial Curing Temp: Excluding ASTM C31 - 10.1.2 t F :Comments: u. Or f Wall #18 began to bulge — advised contractor — re- shores and fixes. Vibrator not long enough to reach bottom of form — advised Z contractor" had man hammer. U N 3 Other Test Methods / Standards Used: _ REINFORCING / PLACEMENT: Conforms X Does Not Conform i Z COMPRESSIVE TEST RESULTS f Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) In. S .In. Weight Its.) 10 (other than cone) 1 9/22/05 7 6x12 28.29 29.06# 152,200 5380 { Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 _ ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° t 3° F r Copies to: X Client Contractor 'M (' Architect X Building Dept. Technical Responsibility: X Engineer X Batch Plant after C Ha sen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 r f ih 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 " Form No.: ADMIN -62 -02 (Rev 04104) £ OTTO ROSENAU & ASSOCIATES, INC. RECEIVED Geotechnical Engineering, Construction Inspection & Materials Testing OCT' 0 6 2005' CONCRETE REPORT DEVE . Job Number: 05 -455 Report Number: 28890 Permit Number: D05 -012 Project: Cendant Car Rental Client: Chinn Construction LLC Address: 15820 Tukwila International Blvd, Tukwila Address: PO Box 2137, Redmond Date: 8/26/2005 Inspector: Isaac Ruoff Description /Location: Shear wall 17 &22 Resteel verified: Yes Resteel grade: 60 Manufacturer: Nucor Placement Data Design ® Actual ❑ ..Batch Weights /Cubic Yard Supplier: Stoneway Cement (Ibs. /type): 550# Mix Number: 5953 Fine Agg. (Ibs): 1343# Slump Spec: 4" max Coarse Agg. (Ibs /size): '/" 1789# W/C Ratio Spec: N/A Coarse Agg. (Ibs /size): Air Spec: N/A Coarse Agg. (Ibs /size): Total Yards: 24 Fly Ash (Ibs): 110# Placed Via: Pump Water (Ibs or gal): 260# Consolidated: Yes Admixtures (specify): WRDA -64: 29.7 oz Required Strength (psi): 5000 4270 $amplingand`Testing Data' :Time Cubic Water,, .::;$lum Air % Conc Tem Ambient : : Truck` :Ticket ... s ASTM C;172; C 31 Made . Yards :Added : ` C143 C. 231„ :._ C 1064 ' . Temp, No No ,` Cast Samples: 1-4 14 :30 8 23 Gal 4" N/A 85° F 85° F 440 555394 Weather: Clear Slump Range: 4" Air % Range: N/A Date Samples Picked Up: Initial Curing Method Excluding ASTM C31 - 12.1.5 Initial Curing Temp: Excluding ASTM C31 - 10.1.2 . 8 . /29/2005 Comments Other Test Methods / Standards Used: 5960 4* REINFORCING I PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days (Sg.in.) Weight 1bs1 9j (other than cone) 1 9/2/05 7 6x12 28.30 28.98# 120,770 4270 2 9/23/05 28 6x12 28.17 29.08# 169,540 6020 3 9/23/05 28 6x12 28.17 29.02# 167,950 5960 4* *Discarded Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73 t 3° F Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer X Batch Plant a er C Han en, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 I 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Fotm No.: ADMIN -62 -02 (Rev 04104) (t Z �_- Z'. W JU 'U O: C l) o W= LL' W } O } �J u - Q N d, = W H Zo � p U O CO � H W uJ 2 LL W Z N Z OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Enaineerina. Construction Inspection & Materials Testing RECEIVED IOCT 212005 /�� CONSTRUCTION INSPECTION REPORT Report Number: 29895 Description: Epoxy Grouting Rebar Project: Cendant Car Rental Permit Number: D05 -012 Address: 15820 Tukwila International Blvd, Tukwila Job Number: Client: Chinn Construction, LLC Client Address: PO Box 2137, Redmond Inspector and Date Remarks Alex Temme A visual inspection was conducted on the below noted epoxy anchored rebar dowels. 9/27/2005 Observed the following; Approximately 5/8" diameter holes, 6" embedment depth #4 bars Holes brushed and blown clean prior to installation Hilti Hy 150 was used with expiration date 5/2006 per manufacturer's recommendations at the north wall of the bldg Also reference 6" wall extension south of grid M at grid 17 Reference: attached detail for CT Engineer, page #CT812. To the best of my knowledge at the time of this inspection the above noted work appears to be in substantial compliance with project documents. Does Conform Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: ` X Engineer I-PItef C. Vansbn, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Z o: w QQ �; W� U O to o co) W W =� J CO) W, w O: �5 u. ¢. d r=- _ Z ' H O` z t—: w W : ; S w tu'. H U: U_ 0 W Z: co Z I OTTO ROSENAU & ASSOCIATES, INC. R�'c Geotechnical Engineering, Construction Inspection & Materials Testing 90 C0 41 , �ztf CONCRETE REPORT Aev p M�M r Job Number: 05-455 Report Number: 32527 Permit Number: D05 -012 Project Cendant Car Rental Client: Chinn Construction LLC _ ZI` Address: 15820 Tukwila International Blvd, Tukwila Address: PO Box 2137, Redmond W Date: 9/1/2005 Inspector: Ross Bogle Description /Location: Ramps with stair at maintenance bay area at east and west ends of building walls #17 and #22 for pour back. 0 O; Also inspected epoxy of extra rebar in existing slab on grade at #17 wall. Holes brushed and blown clean. 'co W Epoxy used: Hilti -150 (exp. 06106). Rebar as per plans. J H Resteel verified: Yes Resteel grade: 60 Manufacturer: Cascade Mills & Nucor N U_ Placement Design'®. Actual ❑ Batch Weights /Cubic Yard W 0; Supplier: Stoneway Cement (Ibs. /type): 400# Mix Number: 4356 -a 1455# 1343# �. Slump Spec: 6" Coarse Agg. (lbs/size): 1901 #' /." LL W/C Ratio Spec: 0.58 Coarse Agg. (Ibs /size): co d' Air Spec: N/A Coarse Agg. (Ibs /size): _ Total Yards: 29 Fly Ash (Ibs): 100# Placed Via: Pump Water (Ibs or gal): 225# 1 Consolidated: Yes (vibrator) Admixtures (specify): 15 oz. ADVA Z (- Required Strength (psi): 3000 30 oz. WRDA -64 W W Sampling #nd Testing Data Time Cubic ;Water Slump Air %o Conc Temp Ambient Truck Ticket ASTM C 172;;C:31 :. Made . ; Yards. Added. C1.43 C:231. C 1064 Temp; No.' No: co Cast Samples: 1-4 8:06 10 20 gal. 6" N/A 64 °F 59 °F 412 557436 H WW �U Weather: Partly cloudy Slump Range: 4"-6" o to u Air Range: N/A _ F" Date Samples Picked Up: 9/2/2005 Initial Curing, Method Excluding ASTM C31 - 12.1.5 Initial Curing Temp Excluding ASTM C31 - 10.1.2 — o C r ..�.. mmenfs � r, a.. Other Test Methods / Standards Used: ;0 ~ REINFORCING / PLACEMENT: Conforms X Does Not Conform Z . COMPRESSIVE TEST RESULTS Specimen Test Field Age Size . Area Max Load Strength Type of Fracture Number Date Cure (Days) ,((n.) (Sg•In•) Weight lkal fl2gi (other than cone) 1 9/8/05 7 6x12 28.21 29.29# 78,710 2790 Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x j Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73 t 3° F j Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer X Batch Plant ter O. Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc, Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -62 -02 (Rev 04104) f N ; OTTO ROSENAU & ASSOCIATES, INC. 'ED v Geotechnical Engineering, Construction Inspection & Materials Testin � r 9 9� p 9 MASONRY REPORT mTY :.��.. r3MENT Job Number: 05 -455 Report Number: 18680 Permit Number: D5 -012 Project: Cendant Car Rental Client: Chinn Construction, LLC Address: 15820 Tukwila International Blvd, Tukwila Address: PO Box 2137, Redmond Date: 9/812005 Inspector: Alex Temme Description / Location Type of Inspection: Periodic ® Continuous ❑ A visual inspection was conducted on masonry as noted below. Observed the following: top out of partial maintenance building and trash enclosure; reference south end of existing building; reference blueprint drawing 54 and concrete masonry notes on S1.0. Resteel Verified: Yes Date: 9/8/2005 Positioners in Place: Yes Resteel Grade: 60 Manufacturer: Nucor Grout Information (ASTM C1019) (excluding paragraph 12.1.5) Mix No./Type: 03700308 Grout Supplier: Miles Grout Preparer: Miles Grout Temp: 75 Grout Slump: Flowable Method of Consolidation: Vibrator Grout Ingredients: Reference batch ticket (on file in our office) Mortar Information (ASTM C270 / ASTM C780) Mix No./Type: N/A Mortar Supplier: Mortar Preparer: Mortar temp: Mortar ingredients: - Prism Information (ASTM C 140 / ASTM C 1314) (excluding paragraph 5.11) Date Constructed: N/A Constructed By (mason): Date Grouted: Block/Unit Supplier: Block/Unit Type: Number of ; Sample Specified Ambient Truck Ticket . Sample Description Samples Size Strength (psi) Temp No. No. Masonry Prisms — Grouted: Masonry Prisms — Ungrouted: Masonry Units /Blocks Grout: Mortar: Weather & Mean Daily Temp: Sunny, ambient temp = approximately Protection Methods: 80° Date Samples Picked Up: No samples were made at this time. Comments To the best of my knowledge, at the time of this inspection, the above noted work appears to be in substantial compliance with the approved project documents. Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Conforms X Does Not Conform GROUT AND MORTAR COMPRESSION TEST RESULTS Specimen Test Age Size Area Max Load Strength Tested in general No./Type Date (Days) (In.) (Sg.ln.) Weight It' b.Z fg§R accordance with ASTM C 39 ASTM C 109 ASTM C 1019 Avg. Compressive Strength of Grout Specimens (psi): Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer alibr YH n, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN - 72 - 03 (Rev 12104) Z �— W W� U O co 0 W -J to LL : W O. J 2 H W. Z Off, 5 �0 O� 0 H WW 1L F' Z UN O Z y , ..... .,,,... ...u..,.., . ... ... OTTO ROSENAU & ASSOCIATES ' INC. Geotechnical Engineering, Construction Inspection 8 Materials Testing o CONSTRUCTION INSPECTION REPORT 4 Report Number: 27574 GO Description: Reinforcing Steel pE� Project: Cendant Car Rental Permit Number: D04 -402 f Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05-455 Client: Chinn Construction, LLC Client Address: PO Box 2137, Redmond I Inspector i and Date Remarks s I Ross Bogle Performed visual inspection of rebar for the following: Maintenance Building, wall #19 on south side. 9/13/2005 Rebar is grade 60 from Cascade Mills and Nucor and found to conform to approved plans. i rt. i 1 Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: i X Engineer V er nsen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. f l Page 1 of 1 i 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN- 100 -01 (Rev 01105) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Project: Cendant Car Rental Client: Address: 15820 Tukwila International Blvd, Tukwila Address: Date: 8126/2005 Inspector: Description /Location: Shear wall 17 &22 Job Number: 05 -455 Report Number: 28890 Permit Number: P *65 =012 : Chinn Construction LLC PO Box 2137, Redmond Isaac Ruoff Resteel verified: Yes Resteel grade: 60 Manufacturer: Nucor Test Placement Data Design [D Actual ❑ Batch Weights /Cubic Yard Supplier: Stoneway Cement (Ibs. /type): 550# Strength Type of Fracture Mix Number: 5953 Fine Agg. (Ibs): 1343# Cure Days Slump Spec: 4" max Coarse Agg. (Ibs /size): '/" 1789# Qs.) W/C Ratio Spec: N/A Coarse Agg. (Ibs /size): 9/2/05 Air Spec: N/A Coarse Agg. (Ibs /size): 28.30 28.98# Total Yards: 24 Fly Ash (lbs): 110# Placed Via: Pump Water (Ibs or gal): 260# Consolidated: Yes Admixtures (specify): WRDA -64: 29.7 oz Required Strength (psi): 5000 Sampling and Testing Data ,,.;Time: ; .,Cubic Water: Slump ,Air %;;; : Conc. .:Ambient . -: Truck Ticket ASTM'C 172; C 31 ; Made . Yards, : Added C143 : C. 231 C::1064 :Temp No.. No: Cast Samples: 1 -4 14:30 8 23 Gal 4" N/A 85° F 85° F 440 555394 Weather: Clear Slump Range: 4 Air % Range: N/A Date Samples Picked Up: 8/29/2005 Initial Curing Method: Excluding ASTM C 3 1 12.15 Initial Curing Temp: Excluding ASTM C31 - 10.1.2 C omments' Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size . Area Max Load Strength Type of Fracture Number Date Cure Days (SQ.1n•) Weight Qs.) Jpgi (other than cone) 1 9/2/05 7 602 28.30 28.98# 120,770 4270 Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x E Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° t 3° F Copies to: X Client Contractor 1 Architect X Building Dept. Technical Responsibility: X Engineer X Batch Plant ter . Hansen, Project Manager 3 This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888- OTTO -4 -US — Fax (206) 723 -2221 Forrn No.: ADMIN -62 -02 (Rev 04104) I�yo\ evi Z Z; � W. W� 0 Coa W= Co o WO �Q N� = C7 W Z �.. � Z U � ;O �' W of H U�: ill Z. U cf) H �' i OTTO ROSENAU & ASSOCIATES, INC. J; Geotechnical Enalneeri Construction Inspection & Materials Testina i4.. 1 CONCRETE REPORT Job Number: Report Number: 28890 Project: Cendant Client: Address: Address: Date: 8/26/2005 Inspector: Isaac Ruoff Description /Location: Shear wall 17 &22 Resteel verified: Yes Resteel grade: 60 Manufacturer: Nucor Placement Data Design ® Actual ❑ Supplier: Stoneway Cement (Ibs. /type): 550 Mix Number: 5953 Fine Agg. (Ibs): 1343 Slump Spec: 4" max Coarse Agg. (lbs/size): ' /a" 1789 W/C Ratio Spec: N/A Coarse Agg. (lbs/size): Air Spec: N/A Coarse Agg. (lbs/size): Total Yards: 24 Fly Ash (Ibs): 110 Placed Via: Pump Water (Ibs or gal): 260 Ibs Consolidated: Yes Admixtures (specify): WRDA -64: 29.7 oz ` ' Permit Number: ZR 0 K, t`r�f '�dj�: r N�. Batch Weights /Cubic Yard Sampling and Testing Data Time Cubic Water Slump Air % Conic. Temp ASTM C 172, C 31 Made Yards Added C143 C 231 C 1064 Cast Samples: 1-4 14:30 8 23 Gal 4" N/A 85° F Required Strength (psi): 5000 Weather: Clear Date Samples Picked Up: Other Test Methods / Standards Used: Ambient Truck Ticket Temp No. No. 85 °F 440 555394 Slump Range: 4" Air % Range: N/A Initial Curing Method: Excluding AS C31- 12.1.5 Initial Curing Temp Excluding ASTM C31 - 10.1.2 Comments REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS I i r Specimen Test . Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) (In.) S .In. Weiaht Ibs.) si (other than cone) Tested in general accordance to: ASTM C39 ASTM C109 ASTM C617 ASTM C1231 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73° t 3° F Copies to: Owner Contractor Architect Building Dept. Technical Responsibility: Engineer Batch Plant Na 5 e, ale i This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -62 -02 (Rev 04104) i OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 27042 — Revised Description: Epoxy Wrap Project: Cendant Car Rental Permit Number: 1305 -012 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05 -455 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond, WA 98073 Inspector 12677023 and Date Remarks Ted Christie Observed placement of Fyfe Tyfo System SCH composite carbon fiber to beams at administration 7/25/2005 building at lines /column areas 0111, 0/12, 0113. The polymer epoxy matrix lot numbers are 07075A and 07075B dated 6/30/2005. SCH carbon fiber rolls are identified as Tyfo SCH -41 #FY -278 dated 6/28/2005. Interior work area temperature is 67 °F. Samples have been prepared for testing and are expected to be retrieved July 29, 2005. Conforms Note from Office Received test results on 9/15/2005 and 9/19/2005. Tests performed by PSI, Portland, OR. Sample Peak Load Ibs Tensile Strength Tensile Modulus 1 6751 111219 12677023 2 7490 123802 11122461 3 6402 105818 1 12253408 4 6698 111633 1 12383824 5 7751 127904 1 12334739 Sample Peak Load Ibs Tensile Stren th Tensile Modulus 1 6409 106639 10959976 2 6532 109966 13138280 3 5938 1 98967 1 11091324 4 7157 1 119682 11688699 5 6048 1 101818 11606069 Averse 1 7,018 1 116,075 1 12.15E +06 Averse 1 6,417 1 107,414 1 11.70E +06 Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN- 100 -01 (Rev 01105) { 1 s zz W W� UO N 0, J t� U„ W O; J LL <, ca d Z �.- Z O LU U� O� O H. W W I=- U LL O . .. z. W H =� O~ .z i OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 27043 — Revised Description: Epoxy Wrap Project: Cendant Car Rental Permit Number: D05 -012 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05 -455 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond, WA 98073 Inspector 9993109 and Date Remarks Ted Christie Observed placement of Fyfe Tyfo System SCH composite carbon fiber to beams located at the 7/26/2005 administration building column line areas 0/15, N/12, N/11. Polymer matrix epoxy lot numbers are 07075A, 07075B dated 6/30/2005. SCH carbon fiber rolls are identified as Tyfo SCH-41 #FY -278 dated 6128/2005. Note from Office Samples are prepared and to be retrieved 7129/2005. Conforms Received test results on 9/19/2005. Tests performed by PSI, Portland, OR. Sample Peak Load Ibs Tensile Strength Tensile Modulus 1 7015 115759 9993109 2 6307 104076 12752451 3 7111 117343 11863666 4 6887 114402 11685558 5 6797 115990 11667093 Average 6,823 113,514 11.59E +06 Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: f x Engineer V Aalttrr C. I-Vansreri7 Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888- OTf0 -4 -US — Fax (206) 723 -2221 Form No.: ADM/N- 100 -01 (Rev 01105) Z W W� 00 rn W =` CO) LL' W O' 2 � g M4 (1) :D : W. Z H- O o N' =W Z.; Z r s OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 05 -455 Report Number: Project: Cendant Car Rental Client: Address: 15820 Tukwila International Blvd, Tukwila Address: Date: 8/12/2005 Inspector: 32510 Permit Number: D05 -012 Chinn Construction LLC PO Box 2137, Redmond Ross Bogle Description /Location: Inside east and handicapped ramp walls and addition and trash compaction walls on south end of Maintenance Building. Rebar as per approved plans. Resteel verified: Yes Resteel grade:' 60 Manufacturer: Cascade Mills & Nucor Placement Data Supplier: Stoneway Mix Number: 5953 Slump Spec: 5" t 1" W/C Ratio Spec: 0.45 Air Spec: N/A Total Yards: 9 Placed Via: Brundage Bone 1 8/19/05 Pump Consolidated: Yes (vibrator) Required Strength (psi): 5000 Samplingand�TestingData:. Time ASTM C 172,: C Made Cast Samples: .1-4 9:45 Design ® Actual ❑ Batch Weights /Cubic Yard Cement (Ibs. /type): 550# 1455# 1343# Coarse Agg. (Ibs /size): 1789#'/e° Coarse Agg. (Ibs /size): Coarse Agg. (Ibs /size): Fly Ash (Ibs): 110# Water (Ibs or gal): 260# Admixtures (specify): 29.7 oz. WRDA -64 :Cubic Water Slump Air Conc. Temp Ambient Trtkk Ticket, Yards Added � C143 C.231 C,1064 ' Temp No. No. 9 10 gal. 5" N/A 66 58 448 549835 Weather: Overcast Slump Range: 5" Air % Range: N/A Date Samples Picked Up: 8/15/2005 Initial Curing Method Excluding ASTM C31 - 12.1.5 Initial Curing Temp: Excluding ASTM C31 - 10.1.2 Comments Other Test Methods / Standards Used: REINFORCING I PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) In. (Sq.ln•) Weight L( bs•1 fn§D (other than cone) 1 8/19/05 7 6x12 28.21 29.09# 117,010 4150 2 9/9/05 28 6x12 28.33 29.29# 170,420 6020 3 9/9/05 28 6x12 28.33 29.10# 174,640 6160 4* *discarded Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 _ ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73 f 3° F Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: • �—" —�� X Engineer X Batch Plant er . HWdn, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -02 (Rev 04104) ...::.. ,. .:•. ' l i.. .+ + .1" 3 .;:.,;.J.ie. l 'N , :'h:. c..1 li ;:,l..w`.a+.Eni +.rnl w. L...t..ru:•w.r. +.4..:t.. �.... Z W� UO CO 0 CO J = H CO) LL: W } O J LL Q co) Z d. W H Z E- O Z H LLI fy U� 09 W W. u_ O Z U to H= O Z OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 05-455 Report Number: 32461 Permit Number: D05 -012 Project: Cendant Car Rental Client: Chinn Construction LLC Address: 15820 Tukwila International Blvd, Tukwila Address: PO Box 2137, Redmond Date: 8/17/2005 Inspector: Rick Hardy Description /Location: Slab on compacted fill, north, grids 12 to 16/M to O, infills at grids O& 16. Slab on compacted fill, maintenance, grids S to T /10 to 16, infills break room, women's room, janitors' rooms. Resteel verified: Yes Resteel grade: 60/420 Manufacturer: Nucor Placement Data Design ® Actual ❑ Batch Weights /Cubic Yard Supplier: Stoneway Cement (Ibs. /type): 400# Type 1 /II Mix Number: 4356 Fine Agg. (Ibs): 1455# Slump Spec: 4" Coarse Agg. (Ibs /size): 1901# % W/C Ratio Spec: 0.49 Coarse Agg. (Ibs /size): Air Spec: N/A Coarse Agg. (Ibs /size): Total Yards: 55 Fly Ash (lbs): 100# Placed Via: Line pump Water (Ibs or gal): 225# Consolidated: Yes Admixtures (specify): 30 oz. WRDA -64 Required Strength (psi): 2500 Sampling and Testing. Data Time... Cubic Water Slump `. Air % . �Conc. Temp: - Ambient Truck Ticket ASTWO 172, C 31 Made: ; Yards: Added C143 C :231: C::1064, Temp : No, No. . Cast Samples: 1 -4 7:35 12 15 gal. 4" N/A 69'F 63 450 551566 Weather: Interior Slump Range:4 -5 4" +I -1" Air % Range: Date Samples Picked Up: 8/18/2005 Initial Curing Method: ExcludingASTM c 31 - 12.1.s Initial Curing T emp: Ex cluding AS c ap - 10.1. Comm6nts.: Other Test Methods / Standards Used: r REINFORCING I PLACEMENT: Conforms X Does Not Conform I COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture i Number Date Cure (Days (ScOn.) Weight L� bs•1 si (other than cone) 1 8/24/05 7 6x12 28.23 29.50# 82,810 2930 2 9/14/05 28 6x12 28.19 29.56# 122,200 4330 3 9/14/05 28 6x12 28.19 29.59# 118,860 4220 ! 4* I *Discarded f Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73 t 3° F t Copies to: X Client Contractor 1 Architect X Building Dept. Technical Responsibility: j X Engineer X Batch Plant --6 / er C. Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADM/N - 62 - 02 (Rev 04104) Z iH Z ` 44 W J U: UO X1 3 : J h=— N u_ W � J LL Q = d: F.. W 1— O Z t-- W 5. U � O co. . O H W W` U' E- �O ..Z CO U =. Z OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 05 -455 Report Number: 32461 Permit Number: D05 -012 Project: Cendant Car Rental Client: Chinn Construction LLC Address: 15820 Tukwila International Blvd, Tukwila Address: PO Box 2137, Redmond Date: 8/17/2005 Inspector: Rick Hardy Description /Location: . Slab on compacted fill, north, grids 12 to 16/M to O, infills at grids O& 16. Slab on compacted fill, maintenance, grids S to T /10 to 16, infills break room, women's room, janitors' rooms. Resteei verified: Yes Resteel grade: 60/420 Manufacturer: Nucor Placement Data . Design ® Actual ❑ Batch Weights /Cubic Yard Supplier: Stoneway Cement (Ibs. /type): 400# Type 1 /II Mix Number: 4356 Fine Agg. (Ibs): 1455# Slump Spec: 4" Coarse Agg. (Ibs /size): 1901 #' /." W/C Ratio Spec: 0.49 Coarse Agg. (Ibs /size): Air Spec: NIA Coarse Agg. (Ibs /size): Total Yards: 55 Fly Ash (Ibs): 100# Placed Via: Line pump Water (Ibs or gal): 225# Consolidated: Yes Admixtures (specify): 30 oz. WRDA -64 Required Strength (psi): 2500 Sampling and Testrng Data Time Cubic Water 31ump Air;% Conc Temp Ambient Truck: Ticket ASTM C 172, C 31 Matle Yards Added C143 ' .: C231` C`1064 Temp No. ': "No .' Cast Samples: 1 -4 7:35 12 15 gal. 4" N/A 69 °F 63 °F 450 551566 Weather: Interior Slump Range:4 -5 4" +/- 1" Air % Range: Date Samples Picked Up: . 8 . /18/2 . 005 Initial Curing Method Excluding ASTM C31 - 12.1.5 Initial Curing Temp: Excluding ASTM C31 - 10.1.2 Comments Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure Da s (in.) (Sg•1n•) Weight QLS1 fagi (other than cone) 1 8/24/05 7 6x12 28.23 29.50# 82,810 2930 2 9114/05 28 6x12 28.19 29.56# 122,200 4330 { 3 9/14/05 28 6x12 28.19 29.59# 118,860 4220 4" E *Discarded ! Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x f Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73 t 3° F f I l Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer X Batch Plant ai er C. ansen, Project Manager This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADM/N -62 -02 (Rev 04104) Z H W W� J U: cU 0 C0 0 W = Co U 0 J LL co) T O H O W Lu L) 0 cn. W W 1- u. O LLI Z U C* H � O Z ' - OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing MASONRY REPORT Job Number: 05 -455 Report Number: 28908 Permit Number: D5 -012 Project: Cendant Car Rental Client: Chinn Construction, LLC Address: 15820 Tukwila International Blvd, Tukwila Address: PO Box 2137, Redmond Date: 8/31/2005 Inspector: Isaac Ruoff Description / Location Type of Inspection: Periodic ® Continuous ❑ Fluids room 152 lift 4' -8'. Resteel Verified: Yes Date: 8/31/2005 Positioners in Place: No Resteel Grade: 60 Manufacturer: Nucor Grout Information (ASTM C1019) (excluding paragraph 12,1.5) Mix No./Type: Design mix Grout Supplier: Mutual Grout Preparer: David W. with Allied Grout Temp: 69° F Grout Slump: 9" Method of Consolidation: Vibrator Grout Ingredients: Pre- bagged Mortar Information (ASTM C270 / ASTM C780) Mix No./Type: N/A Mortar Supplier: Mortar Preparer: Mortar temp: Mortar ingredients: Prism Information (ASTM C 140 / ASTM C 1314) (excluding paragraph 5.11) Date Constructed: N/A Constructed By (mason): Date Grouted: Block/Unit Supplier: Block/Unit Type: Number of Sample Specified Ambient Truck Ticket Sample Description Samples Size Strength (psi) Temp No. No. Masonry Prisms — Grouted: N/A 1500 Masonry Prisms — Ungrouted: Masonry Units /Blocks N/A 1900 Grout: N/A 2500 80° F Mortar: N/A 1800 Weather & Mean Daily Temp: Clear and 80° F Protection Methods: Date Samples Picked Up: No samples were made at this time. Comments Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Conforms X Does Not Conform GROUT AND MORTAR COMPRESSION TEST RESULTS Specimen Test . Age Size Area Max Load Strength Tested in general No./Type Date (Days) In. (Sg.ln.) Weight I� ipaq accordance with ASTM C 39 ASTM C 109 ASTM C 1019 y Avg. Compressive Strength of Grout Specimens (psi): I Copies to: X Client Contractor q Architect X Building Dept. Technical Responsibility: I X Engineer alter C. Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 -- Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -72 -03 (Rev 12104) ZZ Q S Z' W W v0 CO 0: W = J H NW W �J LL (0 �. W. Z� H 0 Z !— U O COX ' O I-- W W'. 2 ILL. ~ — O: til Z to 0 Z OTTO ROSENAU & ASSOCIATES, INC. Geote chnical Engineering, Construction Inspection & Materials Testing r1Kr(;, CONSTRUCTION INSPECTION REPORT SFp Q 1005 Description: ption: Epoxy Grouting (Rebar), Epoxy Wrap DBE CpNj NT Project: Cendant Car Rental Permit Number: ',D05 -012 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05455 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond, WA 98073 Inspector and Date Remarks Larry Longnecker Observed epoxy grouting of rebar at the maintenance plumbing pour back. Holes were drilled to 6" 8/1/2005 required depth. Contractor used Hilti HY -150 epoxy with an expiry date of 2/06 as specified. Observed installation of TYFO carbon fiber wrap at administration building columns # 3, 4, and 5 counting from west to east. The lot # is S- 07075A. Base coat was CAB -O -SIL TS720. Conforms Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer Mana 11 alter . Ha sen, Project ger i h16 report appiieS orii' to the i tems leste of icpu led dfid Wile CAt;iUsiWC j11UF1Clly ui 3 llu t\uSelldu u /y55ucldle5, Ins. t(ef11ul7UCl10n uI lnls report, except in full, without written permission from our firm is strictly prohibited. 7 Page 1 of 1 i } 6747 M.L. King Way 5., Seattle, Washington 98118 Phone (206) 725 -4600 or 1- 888- OTTO -4-US Fax (206) 723 -2221 "I Form No.: ADMIN- 100-01 (Rev 01/05) ;T �i .l. ,Z z Z; �W U. i' OTTO ROSENAU & ASSOCIATES, INC. " Geotechnical Engineering, Construction Inspection & Materials Testing 3 CONSTRUCTION INSPECTION REPORT RECEIVED A Report Number: 16585 SEP 0 1 2005 Descri Lion• E ox y Grout•n (R ba P P 9 e r) COMMUNITY DEVELOPMENT Project: Cendant Car Rental Permit Number: D04 -402 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05-455 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond Inspector and Date Remarks Ted Christie 1) Observed placement of epoxy doweled rebar to wall at ramp of northwest corner of maintenance 8/11/2005 building, footings at ramp at southeast corner using Hilti HY150 lot #2314301-2 expiring 2/2006. 2) Also observed placement of epoxy rebar at future slab lines 12 to 13.3 along M.5 line area. Remainder of doweling for slab to be performed at a future date. Per approved plans and construction documents. Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: c X Engineer ANgfer Z. H serf roject Manager T its repo ; applies only tc tie iteir�s tested of faporteu auu is ilio cxL;ivaivu piupeIiy ui Uuu RUSenau ar+ssuciates, inc. K eproauction or tors report except in full, without written permission from our firm is strictly prohibited. i Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 j Form No.: ADMIN- 100-01 (Rev 01105) a' �t .J. • '1 . A'i wg OTTO ROSENAU & ASSOCIATES ' INC. k� t:{ n Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT RECEIVE . Report Number: 30515 S P `{ Description: Epoxy Grouting ( Rebar) G OM►VIUNITY ., jI pe vELOPMENT ' Project: Cendant Car Rental Permit Number: D04 -402 t Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05-455 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond .a 3 Inspector and Date Remarks :. Denny Newman Inspected contractor's installation of grade 60 rebar dowels for slab -on -grade infills into clean, epoxy- 8/16/2005 filled holes of proper depth at the Maintenance Building to retaining wall and the Administration 5 Building old ramp /electrical room as per ICC standards /practices included with approved plans and r� specifications. Hilti HY150 epoxy expires 2/2006. Copies to: X Client Contractor / /��' /j�2��/ � — ~ Architect X Building Dept. Technical Responsibility: X Engineer Wafter C. Has , Project Manager Thic report applicc only tc the items tested or reported and is the exclusive piopetty ui 01iu Rusenau & Assuciates, Inc. kepruuucuun ur tnis report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888- OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN- 100 -01 (Rev 01105) f t Y :5 ;.t , F l OTTO ROSENAU & ASSOCIATES, INC RECEIVEQ Geotechnical Engineering, Construction Inspection & Materials Testing ;gyp ?D Strength Type of Fracture COMMUNITY f pa i (other than cone) CONCRETE REPORT D EVELOPMENT 3620 Job Number: 05-455 Report Number: 24954 Permit Number: D05 -012 Z Project: Cendant Car Rental Client: Chinn Construction LLC Z Address: 15820 Tukwila International Blvd, Tukwila Address: PO Box 2137, Redmond W Date: 7/15/2005 Inspector: Ross Bogle Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 i ASTM C1231 x Description /Location: Footing retaining and handicap wall footing maintenance room and half wall footing, wall 18 and 19 floor U O. change. Rebar as per plans. to 0 Copies to: J C1 Lu J = Resteel verified: Yes Resteel grade: 60 Manufacturer: Cascade Placement'Data Design Q Actual® Batch Weights /Cubic.Yard to LL W O Supplier: Stoneway Cement (Ibs. /type): 399# �. Mix Number: 4356 Fine Agg. (Ibs): 1449.3# : Slump Spec: 5t1 Coarse Agg. (lbs/size): 1901.3# LL Q. WIC Ratio Spec: .45 Coarse Agg. (lbs/size): cn d = Air Spec: - Coarse Agg. (lbs/size): W Total Yards: 20 Fly Ash (Ibs): 100.9# Z �; Placed Via: Pump Water (Ibs or gal): 269# Consolidated: Yes Admixtures (specify): WRDA -64 30oz W Required Strength (psi): 4000 O Sampling:a' Testing Data Tigre Cubic . Water Slump :Air %. Cork: Temp Ambient: Truck Ticket `ASTM:C U 179 31 Made, Yards Added : :C143 C 231 C 1,064 -Temp No;, No. N:. Cast Samples: 1-4 12:01 11 26gal 5" - 78 68 445 54074 WW Weather: Overcast Slump Range: 4 -5" Air % Range: u- 0, Date Samples Picked Up: 7/18/2005 Initial Curing Method: Excluding ASTM C31 -12.1.5 Initial Curing Temp: Excluding ASTM c31 - 10.1.2 Iif Z` :. .: .... Cognrnents...: _ O Other Test Methods / Standards Used: Z REINFORCING / PLACEMENT: Conforms x Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure Ma g) (In.) S .In. Weight L( bs.) f pa i (other than cone) 1 7/22/05 7 6x12 28.15 29.41# 101,940 3620 2 8/12/05 28 6x12 28.27 29.39# 135,%0 4810 i 3 8/12/05 28 6x12 28.27 29.43# 142,880 5050 4* *Discarded Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 i ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73 t 3° F Copies to: J i X Client Contractor Architect x Building Dept. Technical Responsibility: x Engineer X Batch Plant H , Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 i 6747 M.L. King Way S., Seattle, Washington 98118— Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US —Fax (206) 723 -2221 Fotm No.: ADMIN -62 -02 (Rev 04104) J OTTO ROSENAU & ASSOCIATES, INC. VEC RECEI Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT COMMUNITY DEVELOPMENT Job Number: 05 -455 Report Number: 24782 Permit Number: D04 -402 Project: Cendant Car Rental Client: Chinn Construction LLC Address: 15820 Tukwila International Blvd, Tukwila Address: PO Box 2137, Redmond Date: 7/22/2005 Inspector: Dusty Johnston Description /Location: Interior retaining wall. Resteel verified: Yes Resteel grade: 60 Manufacturer: Nucor Placement Data . Design ® Actual ❑ Batch Weights /Cubid Yard Supplier: Stoneway Cement (Ibs. /type): 550# 1 -II Mix Number: 5950 Fine Agg. (Ibs): 1237# Slump Spec: 5" Coarse Agg. (Ibs /size): 1943# W/C Ratio Spec: 0.45 Coarse Agg. (Ibs /size): Air Spec: Coarse Agg. (Ibs /size): Total Yards: 26 Fly Ash (Ibs): 110# Placed Via: Line Pump Water (lbs or gal): 250# Consolidated: Yes Admixtures (specify): 26.4 oz. WRDA -64 Required Strength (psi): 5000 Sampling:and.Testmg Qata Y�me, Cubic Water Slump Air% Conc Temp Ambient Truck Ticket ASTM C.172, C 31 _, Made i Yards Added C143. C 231 C 1064 Temp: No : No Cast Samples: 1-4 1:30 11 5" -- 82 65 436 542893 Weather: Cloudy Slump Range: Air % Range: Date Samples Picked Up: 7/25/2005 Initial Curing Method Excluding ASTM C31 12.1.5 Initial Curing Temp Excluding ASTM C31 - 10.1.2 .: .. :. ... ......... .:. ................... .. Comments:.. Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure Da s I( n.) S .In. Weight L( bs•1 f vsi (other than cone) 1 7/29/05 7 6x12 28.30 29.60# 120,760 4270 2 8/19/05 28 6x12 28.21 29.78# 170,360 6040 3 8/19/05 28 6x12 28.21 29.77# 156,660 5530 4* *Discarded Tested in general accordance to: ASTM 039 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73 t 3° F Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: at X Engineer X Batch Plant — Miter Cl Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 – Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US – Fax (206) 723 -2221 Form No.: ADM /N -62 -02 (Rev 04104) e Z i Z �W U. 0 0, co o. CO) W: J �` NW WO LL N C!. = W z o.. �p U O WW Z til U =; H O H Z -OTTO ROSENAU & ASSOCIATES, INC. RECEwF. Geotechnical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT Job Number: 05-455 Report Number: 24786 Permit Number: Project: Cendant Car Rental Client: Chinn Construction LLC Address: 15820 Tukwila International Blvd, Tukwila Address: PO Box 2137, Redmond Date: 8/12005 Inspector: Dusty Johnson Description/Location: On site to inspect upper level slab on grade Resteel verified: Yes Resteel grade: 60 Manufacturer. Nucor Placement Data Design [a Actual ❑ Batch Weights/Cubic Yard Supplier: Stoneway C143 C 231 Cement (lbs./type): 400# 1 -II Mix Number. 4350 4" N/A Fine Agg. (Ibs): 1485# Slump Spec: 5" Coarse Agg. (Ibs /size): 1875# 3 /," W/C Ratio Spec: 0.52 Excluding ASTM C3 1 - 12.1.5 Coarse Agg. (Ibs /size): Excluding ASTM C31 - 10.1.2 Air Spec: N/A Coarse Agg. (Ibs /size): Total Yards: 32 Fly Ash (Ibs): 100# Placed Via: Line Pump Water (Ibs or gal): 225# Consolidated: Yes Admixtures (specify): 30 oz. WRDA -64 Required Strength (psi): 2500 colwnnuivl � . DE!/ELOPMEtd i D05 -012 Sampling and Testing Data Time Cubic Water Slump Air % Conc. Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C143 C 231 C 1064 Temp No. No. Cast Samples: 1-4 8:00 11 4" N/A 83 °F 65 °F 442 545645 Weather: Cloudy Slump Range: Air % Range: Date Samples Picked Up: 822005 Initial Curing Method: Excluding ASTM C3 1 - 12.1.5 Initial Curing Temp Excluding ASTM C31 - 10.1.2 Comments Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) (In.) S .In. Weight L( bs.) si (other than cone) 1 8/8/05 7 6x12 28.27 29.67# 107,810 3810 Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73 ± 3° F Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: ` X Engineer X Batch Plant er V W0sd6, ro ect Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M. L. IGng Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4-US — Fax (206) 723 -2221 Form No.: ADM/N -62 -02 (Rev 04104) Z Z: u1 QQ �. J U: 0 �0. W= J CO) u. W O.. LLQ U) = Z F- F.. O, Z H: U� =O N' ;0 H' W W; H Ll �- p Z t!! ' U N; H � O Z t f OTTO ROSENAU & ASSOCIATES, INC. R Geotechnical Enbineering, Construction Inspection & Materials Testing �veb 01 zoo. CONCRETE REPORT M0'�U MFN a Job Number: 05-455 Report Number: 33651 Permit Number: D05 -012 Project: Cendant Car Rental Client: Chinn Construction LLC ti Address: 15820 Tukwila International Blvd, Tukwila Address: PO Box 2137, Redmond Date: 8/22005 Inspector: Ross Bogle ;j 4 Description/Location: On site to inspect administration plumbing pour back -west side shear wall -S.W. side footing. Resteel verified: Resteel grade: Manufacturer. Placement Data Design ® Actual ❑ Batch Weights/Cubic Yard 3 Supplier. Stoneway Cement (lbs./type): 400 Mix Number. 4356 Fine Agg. (Ibs): 1455 Slump Spec: 5" Coarse Agg. (Ibs /size): 1901 #' /" W/C Ratio Spec: 0.52 Coarse Agg. (Ibs /size): Air Spec: N/A Coarse Agg. (Ibs /size): Total Yards: Fly Ash (Ibs): 100 - Placed Via: Bone Pump Water (Ibs or gal): 25D# a Consolidated: Yes vibrator Admixtures (specify): 30 oz. WRDA Required Strength (psi): 4000 Sampling and Testing Data Time Cubic Water Slump Air % Conc. Temp Ambient Truck Ticket ASTM C 172, C 31 Made Yards Added C143 C 231 C 1064 Temp No. No. j Cast Samples: 14 2:00 10 24 gal. 5" N/A - - 426 546269 4+ Weather: Partly cloudy -Clear Slump Range:4 -5 Air % Range: Date Samples Picked Up: 8/3/2005 Initial Curing Method: Excluding A STM C31 - 1 2.1.5 Initial Curing Temp: Excluding A STM C31 - 10.1.2 Comments Other Test Methods / Standards Used: REINFORCING ! PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) L1 (SQ•In•) Weight L( bs.2 si (other than cone) j 1 819/05 7 6x12 28.28 29.65 78,180 2760 i j Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73 ± 3° F 1 Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer X Batch Plant al er sen, roject Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4-US — Fax (206) 723 -2221 Form No.: ADM/N- -62 -02 (Rev 04104) s . ih— W� U O CO) to _ cn u,,, W O. LL Q . Nd W Z� 1 W l_ O W Lu . LL Z U N. Z OTTO ROSENAU 8 ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT RECEIVED Report Number. 31578 AUG 18 2005 Description: Epoxy Grouting (Rebar), Epoxy Wrap COMMUNITY Proj6ct: Cendant Car Rental Permit Number: D05 -012 DEVELOPMENT Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05-455 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond, WA 98073 Inspector and Date Remarks Lary Longnecker Observed epoxy grouting of rebar. Hilti -HY -150 epoxy was used by contractor with an expiration date 8/2/2005 of 2/06 -Lot # 2310301-2 at administration plumbing pour back. Holes were brushed, vacuumed and blown clean. Observed Carbon fiber wrap installation TYFO lot # S- 07075A -base coat CAB -O-SEL T8720 at Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer W fter Cl Hansen, Project Manager This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 -- Phone (206) 725 -4600 or 1- 8MOTTO -4-US •- Fax (206) 723 -2221 Form No.: ADMIN- 100-01 (Rev 01/05) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT RECEIVED Report Number. 30570 AUG 2 1005 Description: Epoxy Wrap COMMUNITY Project: Cendant Car Rental Permit Number: D05 -012 DEVELOPMENT i Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05 -455 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond, WA 98073 s Inspector and Date Remarks } Larry Longnecker On site to observe carbon fiber wrap installation TYFO Lot # S07075A -Base coat CAB -O -SEL TS720 8/3/2005 at maintenance building - column S-9, administration building , columns Q12(2 sides) 0 -11( 3 sides) N11(2 sides). Conforms Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. long Way S., Seattle, Washington 98118 -- Phone (206) 725 -4600 or 1- 888 - OTTO -4-US - Fax (206) 723 -2221 Form No.: ADMIN- 100-01 (Rev 01105) ;i r C T TO ROSENAU & ASSOCIATES, INC. n, Ceotechnicai Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 30561 Description: Epoxy Grouting ( Rebar) Project: Cendant Car Rental Permit Number. D05 -012 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05-455 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond, WA 98073 Inspector and Date Remarks Lary Longnecker On site to observe epoxy grouting for rebar. Contractor used Hilti -HY -150, lot # 230930L, with an 8/4/2005 expiration date of 02106 as specified. Observed air blowing and vacuuming for ramp of holes at ramp located at east side of maintenance building. Copies to: X Client Contractor . Architect X Building Dept. Technical Responsibility: X Engineer This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. lGng Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4-US - Fax (206) 723 -2221 Form No.: ADMIN- 100-01 (Rev 01105) z Z L QQ � J U, U O: to CO W; N LL J. c b U ; Z h--1 r t .. O, z F-: � o �O N u J w : U CO) OTTO ROSENAU & ASSOCIATES, INC. Geotechnicai Engineering, Construction Inspection & Materials Testing RF .E1VED CONCRETE REPORT AUG 1 2005 Other Test Methods / Standards Used: REINFORCING I PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) In. (Sp.ln.) Weight 1t1.) foi (other than cone) 1 8/5/05 7 6x12 28.12 29.81# 127,690 4540 r Z ZQ *2_ Z J V 0 Co co J CO u_. 0 F- U - N d. Z � H O Z E- 5 O CO) = U' u_ 0 ` — Z UN O Z Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73 3° Fj. RAJ Copies to: r " X Client Contractor II ,,1 Architect X Building Dept. Technical Responsibility: M J X Engineer X Batch Plant Walter C. Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 7254600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -02 (Rev 04104) COMMUNITY Job Number: 05-455 Report Number: 32395 Permit Number: DEVEL -12 ra Project: Cendant Car Rental Client: Chinn Construction LLC Address: 15820 Tukwila International Blvd, Tukwila Address: PO Box 2137, Redmond Date: 7/29/2005 Inspector: Ted Christie Description /Location: Maintenance building: Inspection of placement at ramp at NW corner walls, grid lines 17 to 16/T +. Footings at future walls at fluids room 152, south end, and footings for ramp at exterior SE corner of maintenance building. Resteel verified: Yes Resteel grade: 60 Manufacturer: Nucor Placemer,it Data Design ® Actual (] Batch WeightslCubic Yard Supplier: Stoneway Cement (Ibs. /type): 550# 1 -II Mix Number: 5950 Fine Agg. (Ibs): 1237# Slump Spec: 4" Coarse Agg. (Ibs /size): 1943# W/C Ratio Spec: 0.42 Coarse Agg. (Ibs /size): Air Spec: N/A Coarse Agg. (Ibs /size): Total Yards: 20 Fly Ash (Ibs): 110# Placed Via: Line Pump Water (Ibs or gal): 250# Consolidated: Yes Admixtures (specify): 26.4 oz. WRDA -64 Required Strength (psi): 5000 :; Sartiip {mg and:Testing Data ! Time :Cubic Water :; Slump Air % Conc ; ,Temp Ambient Truck Ticket - AS7M C 172, C; 31 Made . Yards:: ;- Added ...C143 C:;231. C ;.. Temp No: . No Cast Samples: 1-4 12:30 10 15 gal. 4" N/A 76 °F 76 °F 409 545433 Weather: Clear Slump Range: Air % Range: Date Samples Picked Up: 7/30/2005 Initial Curing Method Excluding ASTM C31 - 12.1.5 Initial Curing Temp Excluding ASTM C31 - 10.1.2 Comments.:: Other Test Methods / Standards Used: REINFORCING I PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) In. (Sp.ln.) Weight 1t1.) foi (other than cone) 1 8/5/05 7 6x12 28.12 29.81# 127,690 4540 r Z ZQ *2_ Z J V 0 Co co J CO u_. 0 F- U - N d. Z � H O Z E- 5 O CO) = U' u_ 0 ` — Z UN O Z Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73 3° Fj. RAJ Copies to: r " X Client Contractor II ,,1 Architect X Building Dept. Technical Responsibility: M J X Engineer X Batch Plant Walter C. Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 7254600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -02 (Rev 04104) I OTTO ROSENAU & ASSOCIATES, INC RECEIVED Geotechnical Engineering, Construction Inspection & Materials Testing AUb JL CONCRETE REPORT COMMUNITY pEVELOPMENT Job Number. 05455 Report Number: 24954 Permit Number: D05 -012 Z Project: Cendant Car Rental Client: Chinn Construction LLC 1=' Address: 15820 Tukwila International Blvd, Tukwila Address: PO Box 2137, Redmond W �QQ Date: 7/15/2005 Inspector: Ross Bogle Description/Location: Footing retaining and handicap wall footing maintenance room and half wall footing, wall 18 and 19 floor JU 00 change. Rebar as per plans. N o ca UJI Resteel verified: Yes Resteel grade: 60 Manufacturer: Cascade LU J Placement Data Design ❑ Actual ® Batch Weights /Cubic Yard CO U. Supplier: Stoneway Cement (lbs. /type): 399# W O: Mix Number: 4356 Fine Agg. (lbs): 1449.3# �_ Slump Spec: 5±1 Coarse Agg. (lbs/size): 1901.3# -i WIC Ratio Spec: .45 Coarse Agg. (Ibs /size): LL �. Air Spec: - Coarse Agg. (Ibs /size): = Total Yards: 20 Fly Ash (Ibs): 100.9# W X Placed Via: Pump Water (Ibs or gal): 269# Z P Consolidated: Yes Admixtures (specify): WRDA -64 30oz Z O Required Strength (psi): 4000 " : W W Sampling and Testing Data Time Cubic Water Slump Air % Conc. Temp Ambient Truck Ticket p ASTM C 172, C 31 Made Yards Added C143 C 231 C 1064 Temp No. No. L) N . O —; Cast Samples: 1-4 12:01 11 26gal 5" - 78 68° 445 54074 p E- =U Weather: Overcast Slump Range: 4-5" Air % Range: ILL — Date Samples Picked Up: 7/18/2005 Initial Curing Method Excluding ASTM C31 - 12.1.5 Initial Curing Temp Excluding ASTM C31 - 10.1.2 Z Comments U to Other Test Methods / Standards Used: O p REINFORCING / PLACEMENT: Conforms x Does Not Conform Z COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) (in.) (Sp•In.) Weight fULSA IS (other than cone) 1 7122/05 7 6x12 28.15 29.41# 101,940 3620 Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73 t 3° F Copies to: D r X Client Contractor � j . C' Architect x Building Dept. Technical Responsibility: � Q, T�1.J'� -d' I/, x Engineer X Batch Plant Wafter C Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 OTTO ROSENAU &ASSOCIATES, INC. . RECEIVED Geotechnicai Engineering, Construction Inspection 8 Materials Testing Lbs. fk§R ether than cone) 1 8/5/05 7 6x12 CONCRETE REPORT COMM 98,570 aV6t.OPMENT Job Number: 05 -455 Report Number: 32396 Permit Number: D05 -012 p . Project: Cendant Car Rental Client: Chinn Construction LLC Address: 15820 Tukwila International Blvd, Tukwila Address: PO Box 2137, Redmond Date: 7/29/2005 Inspector: Ted Christie Description /Location: Footing for wall #17 at the administration building. Resteel verified: Yes Resteel grade: 60 Manufacturer: Nucor Placement Data Design ® Actual. El.. Batch Weights /Cubic Yard Supplier: Stoneway Cement (lbs./type): 400# Ashgrove Type 1 /II Mix Number: 4356 Architect X Building Dept. Fine Agg. (Ibs): 1455# Slump Spec: 4 Coarse Agg. (Ibs /size): 1901 #' /," W/C Ratio Spec: .45 Walter Coarse Agg. (Ibs /size): Air Spec: N/A Coarse Agg. (Ibs /size): Total Yards: 74 Fly Ash (Ibs): 100# Placed Via: Line Pump Water (Ibs or gal): 225# Consolidated: Yes Admixtures (specify): 30 oz. WRDA -64 Required Strength (psi): 4000 Samplingand.Testing Data Time Cubic ... Water Slump Air to Conc,`Temp Ambient Truck . Ticket,. ASTM C 172, C 31., Made Yards Added "C143 C >231 C 1064 Temp No ::. - No. Cast Samples: 1-4 2:55 30 24 gal. 4" N/A 79 °F 80 °F 440 545553 Weather: Clear Slump Range: Air % Range: Date Samples Picked Up: 7/30/2005 Initial Curing Method Excluding ASTM. C31 - 12.1.5 Initial Curing Temp: Excluding ASTM C31 - 10.1.2 . :.Comments Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) Ian.) (ScI.in.) Weight Lbs. fk§R ether than cone) 1 8/5/05 7 6x12 28.12 29.57# 98,570 3510 Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73 t 3° F i Copies to: J. /1 t ��1 F 5 X Client Contractor \ Architect X Building Dept. Technical Responsibility: X Engineer X Batch Plant Walter C. Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADM/N -62 -02 (Rev 04104) r" Z � W W� JU U O U) Q. 0 Ili H N u_'. W O. U . N �. = W LLI Z !— 5: U� 'O S. WW H U. U_ O ti! Z U =; Ol' Z OTTO ROSENAU & ASSOCIATES, INC. Fc Ge4technical Engineerinq, Construction Inspection & Materials Testinq a p cOM Mv CONSTRUCTION INSPECTION REPORT 'FC Report Number: 27062 �11r Description: Epoxy Wrap Project: Cendant Car Rental Permit Number: D05 =012 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05 -455 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond Inspector and Date Remarks Ted Christie, Performed visual inspection of previous day's placement of epoxy wrap for voids, wrinkles or Roger Nordstrom delamination of material. No obvious defects seen at this time. 7/19/2005 COn iorms Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: s y X Engineer 1te 'C. Fin n, Project Manager items tested or reported and is the exclusive property of Otto Rosenau & A7sociates, Inc. Reproduction of this report, This report applies only to the m p Y except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN- 100 -01 (Rev 01105) F ``x OTTO ROSENAU & ASSOCIATES, INC. Geotechnicai Engineering, Construct Inspection & Materials Testing eT - CONSTRUCTION INSPECTION REPORT /VF AUG Report Number: 27035 — Revised Cp Description: Epoxy Wrap De�Ulyj�, F'MFN Project: Cendant Car Rental Permit Number: D05 -012 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05 -455 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond Inspector and Date Remarks Ted Christie Observed placement of Fyfe Tyfo Fibrwrap reinforced composite system at the following column 7/18/2005 locations: mid elevation 50" where corbels occur on column numbers T line 11 through 16 grid lines inclusive. Batch numbers for epoxy matrix are 07075A and 07075B. Fiberglass composite rolls are labeled as 1 -15617 (1/24/2005) and 1 -15641 (1/25/2005). Samples have been made and are to be retrieved in approximately 2 days. Conforms Note from Office Received test results on 8/4/2005. Tests performed by PSI, Portland, OR. Sample Peak Load lbs Tensile Strength Tensile Modulus #1 5150 83876 3898155 #2 5095 82980 4466353 #3 5359 87138 4278673 #4 5053 81764 4981028 #5 5113 82869 4516447 Average 1 5,154 1 83,873 1 4.21E +06 Sample Peak Load Ibs Tensile Strength Tensile Modulus #1b 4500 80501 4244803 #2b 5049 84431 3887455 #3b 4841 84045 1 3780033 #4b 5384 91565 4485965 #5b 5028 1 85076 1 3993757 Average 1 4,960 1 82,789 1 4.12E +06 Copies to: ' X Client Contractor 1 s �r Architect X Building Dept. Technical Responsibility: X Engineer t r CMansen, Project Manager This report applies oniyto the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888- OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN- 100 -01 (Rev 01105) I Z I -:. w UO U) CO) W W =. J �. N lam: W O LL Q. N d' W. Z O w Lu 1O co) W W:. ill Z O ~. Z OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing RECEIVEt' CONSTRUCTION INSPECTION REPORT Report Number: 27042 FAUG 10 1005 COMMUNITY Description: Epoxy Wrap I)MLOPMENT Project: Cendant Car Rental Permit Number: D05 -012 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05 -455 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond, WA 98073 Inspector and Date Remarks Ted Christie Observed placement of Fyfe Tyfo System SCH composite carbon fiber to beams at administration 7/25/2005 building at lines /column areas 0/11, 0/12, 0/13. The polymer epoxy matrix lot numbers are 07075A and 07075B dated 6/30/2005. SCH carbon fiber rolls are identified as Tyfo SCH-41 #FY -278 dated 6/28/2005. Interior work area temperature is 67 °F. Samples have been prepared for testing and are expected to be retrieved July 29, 2005. Conforms Copies to: f X Client Contractor r Architect X Building Dept. Technical Responsibility: X Engineer ' altqr CYRansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888- OTTO -4 -US -- Fax (206) 723 -2221 Form No.: ADMIN- 100 -01 (Rev 0 1!05) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT 'AUG 1 0 2005 CO MMUNITY Report Number: 27043 DEVELOPMENT Description: Epoxy Wrap Project: Cendant Car Rental Permit Number: D05 -012 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05 -455 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond, WA 98073 Inspector and Date Remarks Ted Christie Observed placement of Fyfe Tyfo System SCH composite carbon fiber to beams located at the 7/26/2005 administration building column line areas 0/15, N/12, N/11. Polymer matrix epoxy lot numbers are 07075A, 070758 dated 6/30/2005. SCH carbon fiber rolls are identified as Tyfo SCH -41 #FY -278 dated 6/28/2005. Samples are prepared and to be retrieved 7/29/2005. Conforms Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: l / X Engineer " ",4 - Wa ter VH9sen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN- 100 -01 (Rev 01105) 4 Z i Z'. �W QQom. W � JU 0 N 0 ! CO) W' W =; CO U. W O J LL ?: V H LU O' z ►— W W' �p O co) 1 O F- WW H 0 Z W CO) O Z l 7 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT AUG 10 2005 !l. Report Number: 31193 DEVELOPMENT 4 Description: Epoxy Grouting ( Rebar) r f Project: Cendant Car Rental Permit Number: D05 -012 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05 -455 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond, WA 98073 Inspector and Date Remarks f Doug Graham On site to perform special inspection on epoxy grouting per approved drawings and Manufacturer's 7/28/2005 recommended practices. 1. Witnessed epoxy grouting of #4 and #10 rebar into existing slab and footing respectively. No. 4 rebar, 6" embedment, and No.10 rebar, 10" embedment. No. 4 epoxied into i maintenance area slab pour back from retaining wall to slab per S5, detail 9. No. 10 epoxied i into existing footing for shear wall #22.* I *Note: Only 8 to 15 rebars were epoxy grouted. Contractor ran out of Hilti HY150 epoxy grout. i f Per CT 1.4, holes were brushed and air - compressed clean. Hilti HY150 batch No. 2132021-2, expiration date of 02/2006 Hilti HY150 batch No. 2133021-2, expiration date of 02/2006 Work found to be in conformance. Conforms (Completed Areas) -7 Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer Wglf6r'C. Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888- OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN- 100 -01 (Rev 01105) Z Z w , QQ � J U .0 O U) W =' NLL w O. LL 12 CY 3 t~-; z O0 U O CO W w , I,— U LL O. LLI Z. U� I.-.�_,,. O Z 9 } OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing RECEIVED CONSTRUCTION INSPECTION REPORT Report Number: 27032 AUG 10 2005 Description: Epoxy Grouting ( Rebar) COMMUNITY DEVELOPMENT Project: Cendant Car Rental Permit Number: D05 -012 Address: 15820 Tukwila international Blvd, Tukwila Job Number: 05 -455 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond, WA 98073 ' Inspector 5 and Date Remarks Ted Christie Made visual inspection of #8 rebar at footing of line Q/17 column with 8" depth of embedment using 7/29/2005 Hilti HY150 epoxy (expiring 02/06, lot #2314301-2). Conforms . ti 'x i i Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer ,/W Iter C./H6trs6rn, Manager This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 7254600 or 1- 888 - OTTO -4 -US -- Fax (206) 723 -2221 Form No.: ADMIN- 100 -01 (Rev 01105) OTTO ROSENAU & ASSOCIATES, INC. Ge6technical Engineering, Construction Inspection & Materials Testing CONCRETE REPORT AUG 10 2005 COMMUNITY Job Number: 05 -455 Report Number: 24782 Permit Number: DEVET Project: Cendant Car Rental Client: Chinn Construction LLC Address: 15820 Tukwila International Blvd, Tukwila Address: PO Box 2137, Redmond Date: 7/22/2005 Inspector: Dusty Johnston Description /Location: Interior retaining wall. Resteel verified: Yes Resteel grade: 60 Manufacturer: Nucor Placement Data Supplier: Stoneway Mix Number: 5950 Slump Spec: 5" W/C Ratio Spec: 0.45 Air Spec: Total Yards: 26 Placed Via: Line Pump Consolidated: Yes Required Strength (psi): 5000 Sampling and Testing Data Time ASTM C 172, C.31 Made Cast Samples: 1 -4 1:30 Design ® Actual ❑ Cement (Ibs. /type): 550# 1 -II Fine Agg. (Ibs): 1237# Coarse Agg. (Ibs /size): 1943# Coarse Agg. (Ibs /size): C 231 Coarse Agg. (Ibs /size): Temp Fly Ash (Ibs): 110# Water (Ibs or gal): 250# Admixtures (specify): 26.4 oz. WRDA -64 Batch Weights /Cubic Yard Cubic. Water Slump Air % Conc. Temp Ambient Truck Yards Added 0143 C 231 C 1064 Temp No. 11 5" -- 82 65 436 Ticket No. 542893 Weather: Cloudy Slump Range: Air % Range: Date Samples Picked Up: 7/25/2005 Initial Curing Method: Excluding ASTM c 31 - 12.1.5 Initial Curing Temp: Excluding ASTM c 31 - 10.1.2 Comments Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Number Date Cure (Days) (In.) (Sg•In.) Weight 1 7/29/05 7 6x12 28.30 29.60# Max Load Strength L,( bs.) foi 120,760 4270 Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73 t 3° F Type of Fracture (other than cone) Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer X Batch Plant It f C. Hanien, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -02 (Rev 04104) 0 Z W W� JU UO. J = H CO) u. WO U. co d �W Z O Z iF—: Lu U � OW 13 =( L O .. Z W U CO) Z~ OT.TO ROSENAU & ASSOCIATES, INC. ,Geotechnical Engineering, Construction Inspection $ Materials Testing ��CEI �n CONSTRUCTION INSPECTION REPORT XG 04 2005' Report Number: 27906 - Revised D� OP jf NT Description: Epoxy Wrap Project: Cendant Car Rental Permit Number: 05 -012 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05- Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond Inspector and Date Remarks Ted Christie Observed placement of Fyfe Tyfo Fibrwrap reinforced composite system at columns along line T: 7/8/2005 Areas placed are the bottom 52" of columns at the top 96" of west column at Maintenance Building. Lot numbers of epoxy are labeled as 04215A, 04215B, dated 2/9/2005. Fiberglass composite rolls are dated and labeled as 111913/ 3/l/2004,111894/ 2/24/2004, 111911/ 3/1/2004. Work performed per drawing #1239 -1 from Fyfe Co. LLC. Samples are made to be retrieved on Monday, July 11, 2005. Conforms per submitted information. Note from Office Received test results on 7/29/2005. Tests performed by PSI, Portland, OR. Sample Peak Load (Ibs) Tensile Strength (p si) Tensile Modulus (psi #2 4278 74014 4184055 #3 4610 78268 4216318 #4 5028 86990 4537336 #5 4305 74481 4419373 #6 4035 69552 3937524 Sample Peak Load (Ibs) Tensile Strength (p si) Tensile Modulus (psi #1b 4351 74888 3929214 #2b 5059 88444 3878708 #3b 5141 86549 4090098 #4b 4548 78010 3601583 #5b 5006 87061 4813541 Average 1 4,451 1 71,783 1 4.06E +06 Copies to: — Average 1 4,821 1 80,975 1 4.37E +06 X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer '/ WaYrC. Flansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 888 - OTTO - 4 - US - Fax (206) 723 - 2221 Form No.: ADMIN- 100 -01 (Rev 01105) Z W Qom. W� UO CO 0 W= J �- CO LL, W O. 9 U. I=- _ Z� t` O: Z H. W U� �O N O H w W .U. F —O Z` VY O Z OTTO ROSENAU & ASSOCIATES, INC RECEIVED Geotechnical Engineering, Construction Inspection & Materials Testing n A Mar. OENEhLOPNj T CONSTRUCTION INSPECTION REPORT Report Number: 27034 Description: Epoxy Wrap Project: Cendant Car Rental Permit Number: D05 -012 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05 -455 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond Inspector and Date Remarks Ted Christie Made observation of placed Tyfo previously installed. No visible blistering at this time. 7/13/2005 Inspector also performed trench watch for worker of Otto Rosenau & Associates, Inc. performing soil testing in approximately 6' deep trenches. Machinery of combustion nature was present at proximity of the tested trench. Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: � 0 - X Engineer VvterK. sen, roject Manager This, report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888- OTT04-US — Fax (206) 723 -2221 Fort No.: ADMIN- 100 -01 (Rev 01105) r OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Enainpprina. CnnstrurtInn Insnprtinn R Matarialc Tpctinn CONSTRUCTION INSPECTION REPORT AUG 4 4 2005 Report Number: 27033 4EV ElOpM C OMMUNI E N r Description: Epoxy Wrap Project: Cendant Car Rental Permit Number: D05 -012 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05 -455 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond Inspector and Date Remarks Ted Christie Observed placement of Fyfe Tyfo Fibrwrap reinforced composite system at the following column 7/15/2005 locations: T -9, T -10, T -11 upper 142" elevation. Composite anchors are placed at designated areas of corbels. Lots of epoxy used: 070758 and 07075A. Fiberglass composite rolls are labeled as 1 -15638 and 1- 15641, dated 12/5/2005. Work performed per construction documents. Samples made and to be retrieved 7/18/2005. Conforms Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: ' X Engineer V/fidftery. Wnsen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN- 100 -01 (Rev 01105) f OTTO ROSENAU & ASSOCIATES, INC RECEIVED Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT COMMUNITY DEVELOPMENT Report Number: 27035 Description: Epoxy Wrap Project: Cendant Car Rental Permit Number: D05 -012 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05 -455 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond Inspector s and Date Remarks Ted Christie Observed placement of Fyfe Tyfo Fibrwrap reinforced composite system at the following column 7/18/2005 locations: mid elevation 50" where corbels occur on column numbers T line 11 through 16 grid lines inclusive. Batch numbers for epoxy matrix are 07075A and 07075B. Fiberglass composite rolls are labeled as 1 -15617 (1/24/2005) and 1 -15641 (1/25/2005). Samples have been made and are to be retrieved in approximately 2 days. Conforms Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: or`' -- X Engineer alter nsen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 – Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US – Fax (206) 723 -2221 Form No.; ADM/N- 100 -01 (Rev 01105) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT AUG 0 4 2.005 Report Number: 27036 DjW MILI M NT Description: Epoxy Grouting (Rebar) Project: Cendant Car Rental Permit Number: D05 -012 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05 -455 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond Inspector and Date Remarks Ted Christie 7/18/2005 t i 3 Performed inspection of rebar placed at slab per approved plans and CT Engineering's letter of 7/11/2005 at grid lines 9 to 10/T and 2, south to east areas of area 115. Embedment at minimum 4 ". Epoxy is Hilti HY150, expiring 2/2006 with lot numbers 2132021-2. Conforms R Copies to: 4 X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer Wal r ansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 t 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 G Form No.: ADMIN- 900 -01 (Rev 01105) 1 '1N3wnooa 3Hl = iO Ai1l` nt) 3111 Oi 3na SI 1130I1ON SIHl NVH,l SS SI 3WV8=1 SIHl NI iN3Wf100a 3H1 =11 :301ION Otto Rosenau & Associates, Inc. IN -PLACE ❑FNRITY RF_PnRT nF AM q /OSTM n 94991 Job #: .ra 5w Re ort #: 28845 Permit #: I D05 -012 Otto Rosenau & Associates, Inc. IN -PLACE ❑FNRITY RF_PnRT nF AM q /OSTM n 94991 Job #: 05-455 Re ort #: 28845 Permit #: I D05 -012 MED Project: Cendant Car Rental Architect: Blunk DeMattei Associates, Inc. Address: 15820 Tukwila International Blvd, Tukwila Engineer: CT Engineering, PLLC Client: Chinn Construction, LLC Contractor: Chinn Construction, LLC Date: 7/11/2005 Ins ector: Isaac Ruoff COM T D Lab Maximum D ry Densities Equipmen Uncorrected Corrected ID A Soils I.D. Soil Description Dry Density Optimum Moisture versize % rock Dry Density Optimum Moisture ASTM Method Wet 42205 X1 0.94 1985 Olive Gray Type 17 131.0 10.5% 13.3 134.5 9.5% D1557 -C H2O 9346 X1 1.02 Compaction Methods & Equip: Monitored Placementand Com action.: Yes I Percent Com action Re uired = 95% Test Location Test Method Elevation Depth of Fill Soil ID Wet Density Moisture % ASTM D3017 Dry Density Max. Dry Density % Comp. Conforms 1 Between column 3-4 DT -42" 136.5 6.0 128.8 134.5 96% Yes 2 Between column 3-4 DT -38" 141.2 7.8 131.0 134.5 97% Yes 3 Between column 3-4 DT - 32 " 138.7 6.6 130.1 134.5 97% Yes 4 Between column 3-4 DT -18" 140.1 6.3 131.8 134.5 98% Yes 5 Between column 4 -5 DT -24" 141.3 6.1 133.2 134.5 99% Yes 6 Between column 4 -5 DT -18" 137.6 6.1 129.7 134.5 96% Yes 7 8 9 10 Comments: DT = Direct Transmission X Client lContractor Architect X Building Department X Engineer Technical Responsibility _ "Valt6r C. en, Project Manager This report applies only to the items tested and is the exclusive property of the client and Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 leorm No.: ADMIN 78 -01 (Rev 06102) 6747 ML King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 - Fax (206) 723 -2221 OTTO ROSENAU & ASSOCIATES, INC. Geote chnical Engineering, Construction Inspection & Materials Testing Lot numbers for epoxy are 04125A and 041251); rolls of fiberglass are numbered and identified as I- 15625 dated 1/22/2005. Information and job performed per stamped engineer's drawing received 6/30/2005 by Craig G. Huntington, P.E and CT Engineering. Conforms Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer ter nsen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN- 100 -01 (Rev 01105) Z .. .Z': DC W J U: U O; U) 0 W = J F— W LL' w� U. Q' �W z� O N +. .W W H V itll Z 0 Z. CONSTRUCTION INSPECTION REPORT A il Report Number: 27028 Description: Epoxy Wrap 0 94, 2 2 45 Project: Cendant Car Rental Permit Number: & ' 2. ; Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05 -455 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond Inspector and Date Remarks Ted Christie Observed placement of Fyfe Tyfo Fibrwrap system at columns T -15, T -14, T -13 and T -12 upper top f 7/11/2005 96" down to corbel at Maintenance Building. Lot numbers for epoxy are 04125A and 041251); rolls of fiberglass are numbered and identified as I- 15625 dated 1/22/2005. Information and job performed per stamped engineer's drawing received 6/30/2005 by Craig G. Huntington, P.E and CT Engineering. Conforms Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer ter nsen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN- 100 -01 (Rev 01105) Z .. .Z': DC W J U: U O; U) 0 W = J F— W LL' w� U. Q' �W z� O N +. .W W H V itll Z 0 Z. OTTO ROS & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection $ Materials Testing CONSTRUCTION INSPECTION REPORT Recen/SD Report Number: 27063 Description: Epoxy Wrap /JU L-' 2 8 2045 OC ELOPMENr Project: Cendant Car Rental Permit Number: D05 -012 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05 -455 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond Inspector and Date Remarks Ted Christie Performed visual observation of epoxy wrap at T grid line column of previous day's work. No 7/12/2005 apparent blisters or voids noticed at this time. Conforms Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer a r C . Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited, Page 1 of 1 6747 King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888- OTT04-US — Fax (206) 723 -2221 '1N3Wf100C3 3H1 :1O Jl1.l vnp 3H1 Ol 3f10 Sl 1130110N SIH.L NVHJ NV3 SS3l SI 3WVU:d SIHl NI 1N3Wf1004 31-1.1-Al :30110N Otto Rosenau & Associates, Inc IN -PLACE nEN%1TY RFPnRT nF W'Hl c /ACTU n 7079► Job #: 05-455 Re ort #: 1 28846 Permit #j D05 -012 Soil ID Wet Density Project: Address: Client: Cendant Car Rental 15820 Tukwila International Blvd Chinn Construction Max. Dry Density % Comp. Architect: Engineer: Contractor: Blunk DeMattei Associates CT Engineerin Chinn Construction t uN1N Date: 7/12/2005 1985 Inspector: Isaac Ruoff 129.7 pEVEL 96% Yes 2 Column 2 -3 DT -36" FF 1985 136.2 5.2 Lab Maximum Dry Densities Equipment Uncorrected 3 Corrected ID -30" FF D Soils I.D. Soil Description Dry Density Optimum Moisture Oversize */( rock Dry Density Optimum Moisture ASTM Method Wet DT 13404 X1 1985 1.04 1985 Olive gray type 17 131.0 10.5% 13.3 134.5 9.5% 1557 -C H2O 11536 139.7 7.7 129.8 134.5 97% Yes 6 Column 2 -3 X11 -18" FF 0.98 1985 138.4 6.2 130.3 134.5 97% Yes 7 Compaction Methods & Equip: Monitored Placement and Compacfi on Yes Percent Compaction Required 95% 137.4 Test Location Test Method Elevation Depth of Fill Soil ID Wet Density Moisture % ASTM D3017 Dry Density Max. Dry Density % Comp. Conforms 1 Column 2 -3 DT -48" FF 1985 137.9 6.4 129.7 134.5 96% Yes 2 Column 2 -3 DT -36" FF 1985 136.2 5.2 129.5 134.5 96% Yes 3 Column 6 -7 DT -30" FF 1985 139.4 1 6.9 130.4 134.5 97% Yes 4 Column 6 -7 DT -18" FF 1985 137.7 7.0 128.7 134.5 96% Yes 5 Column 7 DT -18" FF 1985 139.7 7.7 129.8 134.5 97% Yes 6 Column 2 -3 DT -18" FF 1985 138.4 6.2 130.3 134.5 97% Yes 7 ooting A DT -24" FF 1985 137.4 5.0 130.9 134.5 97% Yes 8 Footing B DT -28" FF 1985 134.6 4.1 129.3 134.5 96% Yes 9 Footing B DT -24" FF 1985 136.6 4.0 131.3 134.5 98% Yes 101 1 0.0 Comments: x Client Contractor Architect x Building Department x Engineer Technical This report applies only to the items tested and is the exclusive property of the client and Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Form No.: ADMIN 78-01 (Rev 06102) 6747 ML King Way S., Seattle, Washington 98116 - Phone (206) 725 -4600 - Fax (206) 723 -2221 '1N3wooa 31-11:10 )1111df10 31-11 Ol 3I10 SI 113O11ON SIHl NVH.L HV310 SS31 SI 3INVU- SIHl NI 1N3i1Vf1OOa 31-11 :11 :3O11ON �_'.'•tiP;, h�I11�;� -a: :t S�` 1L I %� F Otto Rosen & Associates, Inc IN -PLACE nFNSITV RFPnRT nP cnll C /e cTlu n , 3c , 39 i Job #: 05-455 Re ort #: 28848 Permit #: D05 -012 wk 1=13 Project: Cendant Car Rental Architect: Blunk DeMattei Associates Address: 15820 Tukwila International Blvd Engineer CT Engineering ' Client: Chinn Construction Contractor: Chinn Construction Date: 7/13/2005 Inspector: Isaac Ruoff ppM -6' -7' FF Lab Maximum Dry Densities Equipment Uncorrected 130.1 134.5 Corrected ID JA Soils I.D. Soil Description Dry Density Optimum Moisture Ovemize °/ rock Dry Density Optimum Moisture ASTM Method Wet 42180 X1 0.88 1985 Olive gray type 17 131.0 10.5% 13.3 134.5 9.5% 1557 -C H2O 9532 1 Yes 4 DT -6' -7' FF 1985 133.5 X1 1.03 134.5 95% Yes 55 BS -6' -7' FF Compaction Methods & Equip: Monitored Placement and Compaction IYes Percent Compaction Required 95% 134.5 Test Location Test Method Elevation Depth of Fill Soil ID Wet Density Moisture % STM D3017 Dry Density Max. Dry Density % Comp. Conforms 1 1 BS -6' -7' FF 1985 137.1 5.4 130.1 134.5 97% Yes 2. BS -6' -7' FF 1985 134.5 4.5 128.7 134.5 96% Yes 33 BS -6' -7' FF 1985 139.0 4.4 133.1 134.5 99% 1 Yes 4 DT -6' -7' FF 1985 133.5 4.6 127.6 134.5 95% Yes 55 BS -6' -7' FF 1985 138.4 4.0 133.1 134.5 99% Yes 6 DT -6' -7' FF 1985 132.6 3.9 127.6 134.5 95% Yes 77 DT -6' -7' FF 1985 135.9 5.1 129.3 134.5 96% Yes 88 DT -6' -7' FF 1985 132.6 3.3 128.4 134.5 95% Yes 99 DT -6' -7' FF 1985 136.9 4.2 131.4 134.5 98% Yes 1010 DT -6' -7' FF 1985 137.1 3.9 131.9 134.5 98% Yes Comments: See Map for shear wall #17 x Client Contractor Architect x Building Department x Engineer Technical This report applies only to the items tested and is the exclusive property of the client and Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Form No.: ADM/N 78 (Rev 06102) 6747 ML IGng Way S. Seattle Washington 98118 - Phone (206) 725 -4600 -- Fax (206) 723 -2221 "1N3iNnow 31-11 = iO Allltlnc) 3Hl Ol ana SI li 30110N SIH1 NVHJ a`d310 SS3� SI 3VV"=l SIHl NI 1N31J noo.c3 3H1 =1 :30110N Otto Rosenau & Associates, Inc iN -PLACE nFNS {Tv RFPnPT nr 4 znn C t&QTu n iaooi _rt�l{rr� .lob #: 05-455 Re ort #: 128848 P 2 Elevation Depth of Fill Permit #:I B05 -012 Wet Density JR t Dry Density Max. Dry Density % Comp. Conforms 1 11 DT - III task Project: Cendant Car Rental 136.8 Architect: 130.2 Blunk DeMattei Associates 97% Address: 15820 Tukwila International Blvd Engineer: -5.5' FF CT Eng ineering 1985 ON M Client: Chinn Construction 134.5 Contractor: Yes Chinn Construction o Date: 7/13/2005 1985 Inspector: Isaac Ruoff 131.5 134.5 98% Yes 4 3 DT -5.5' FF 1985 135.2 4.1 Lab Maximum Dry Densities E ui ment Yes Uncorrected Corrected ID A Soils I.D. Soil Description Dry Density Optimum Moisture Oversize 0 % rock Dry Density Optimum Moisture ASTM Method Wet -5.5' FF 42180 X1 138.0 0.88 1985 Olive gray type 17 131.0 10.5% 13.3 134.5 9.5% 1557 -C H2O 1985 9532 4.9 128.6 134.5 96% Yes 8 7 DT X1 1.03 135.6 5.2 128.9 134.5 96% Yes 9 8 Compaction Methods & Equip: 1985 137.3 4.6 131.3 134.5 98% Yes Monitored Placement and Compaction Yes Percent Compaction Required 95% Test Location Test Method Elevation Depth of Fill Soil ID Wet Density Moisture % ASTM D3017 Dry Density Max. Dry Density % Comp. Conforms 1 11 DT -5.5' FF 1985 136.8 5.1 130.2 134.5 97% Yes 21 DT -5.5' FF 1985 135.2 4.9 128.9 134.5 96% Yes 3 DT -5.5' FF 1985 136.9 4.1 131.5 134.5 98% Yes 4 3 DT -5.5' FF 1985 135.2 4.1 129.9 134.5 97% Yes 54 DT -5.5' FF 1985 134.7 4.4 129.0 134.5 96% Yes 65 DT -5.5' FF 1985 138.0 4.3 132.3 134.5 98% Yes 7 6 DT -5.5' FF 1985 134.9 4.9 128.6 134.5 96% Yes 8 7 DT -5.5' FF 1985 135.6 5.2 128.9 134.5 96% Yes 9 8 DT -5.5' FF 1985 137.3 4.6 131.3 134.5 98% Yes 109 DT -5.5' FF 1985 136.0 4.4 130.3 134.5 97% Yes Comments: See Map for shear wall #17 x Client Contractor Architect x Building Department x Engineer Technical Responsibili aldk Hansen, Project Manager This report applies only to the items tested and is the exclusive property of the client and Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Form No.: ADM/N 78-01 (Rev 06102) 6747 ML King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 - Fax (206) 723 -2221 '1Nam000 31-11 =lO Jlll vnt) 31-110131"10 SI 113011ON SI1-11 NdH LNV3'10 SS31 SI 3WVd-A SIHl NI 1N3Wf1OOa 31-11 A :3011ON Otto Rosenau & Associates, Inc 1111 -PI Or np:m Qnry QCDADT r%c QAII t+ iwt+TU n nnnm ,lob #: 05-45 Report #- 28848 P 3 Permit #:I B05 -012 IV Project: Cendant Car Rental Architect: Blunk DeMattei Associates Address: 15820 Tukwila International Blvd Engineer: CT Engineerin Client: Chinn Construction Contractor: Chinn Construciton CoM T Date: 7/13/2005 Ins Inspector: Isaac Ruoff Soils Soil I.D. Description 1985 Olive gray type 17 Lab Maximum Dry Densities E ui ment Uncorrected Dry Optimum Density Moisture 131.0 10.5% Oversize °/ rock 13.3 Corrected Dry Optimum ASTM Densitv Moisture Method 134.5 9.5% 1557 -C ID Wet A 42180 X1 H2O 0.88 9532 X1 1.03 5 Compaction Methods & Equip: Monitored Placement and Compaction JYes Percent Compaction Required 95% Test 1 2 3 Location 10 11 Test Method DT DT Elevation -5.5' FF -5.5' FF Depth of Fill Soil ID 1985 1985 Wet Densi 134.3 135.9 Moisture % STM D301 4.6 4.8 Dry Densi 128.4 129.7 Max. Dry Density 134.5 134.5 Comp. 95% 96% Conforms Yes Yes 4 5 6 7 8 9 10 Comments: See Map for shear wall #17 x Client Contractor Architect x Building Department x Engineer Technical Responsibility L--'Waftert Hansen, Project Manager This report applies only to the items tested and is the exclusive property of the client and Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 Form No.: ADM/N 78-01 (Rev 06102) 6747 ML King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 — Fax (206) 723 -2221 -OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 27906 Description: Epoxy Wrap Project: Cendant Car Rental Permit Number: D05 -012 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05 -455 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond Inspector and Date Remarks Ted Christie Observed placement of Fyfe Tyfo Fibrwrap reinforced composite system at columns along line T: 7/8/2005 Areas placed are the bottom 52" of columns at the top 96" of west column at Maintenance Building. Lot numbers of epoxy are labeled as 04215A, 04215B, dated 2/9/2005. Fiberglass composite rolls are dated and labeled as 111913/ 3/l/2004,111894/ 2/24/2004,111911/ 3/1/2004. Work performed per drawing #1239 -1 from Fyfe Co. LLC. Samples are made to be retrieved on Monday, July 11, 2005. 064fd6w4`pbe4ubmil ted information:.: Rece 1JUV 8 20 C OMMU C El/ELOp y ! N Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: • X Engineer Iter CMTansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888- OTT04 -US — Fax (206) 723 -2221 Form No.: ADMAN- 100 -01 (Rev 01105) t ` OTTO ROSENAU & ASSOCIATES, INC. Geollechnical Engineering, Construction Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT Report Number: 28844 Inspection(s) Performed: Epoxy Project: Cendant Car Rental Permit Number: D05-012 Address: 15820 Tukwila International Blvd, Tukwila Job Number 05-455 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond and Date Remarks Isaac Ruoff Arrived on site to inspect epoxy doweling of the vertical steel at the west handicap ramp. Steel was #4 bar, grade 60 marked by Nucor. Epoxy used was Hilti HY-150 with an expiration date of 2/2006. 4" minimum embedment requirement was met. All was as per engineer memo dated 7/11/2005. Conforms D ' Copies to: ` X client contractor Architect x Building Dept. Technical Responsibility: x Engineer � Ile rC Hansen, Project Manager This report applies only bm the items tested orreported and is the exc property of Otto Rooenou& Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 ` I i ;a o System TvDlcal Installation Procedure: 0 -1/2" gap (h Existing 1. Prepare bond4crilical wrapping surfaces by abrasive blasting or grinding. 2. Mark locations, drill holes (3/8" dia. x 1 deep) for Tyfo@ FibrwrapO Anchors and clean out dirt and debris with compressed air, 3. Prime surface with thickened TyfoO S Epoxy. 4. Apply first layer of saturated fiber over entire wall surface. 5. Install pre -cut and pre - saturated TyfoO FlbrwiapO Anchors using thickened Tyfo@ S, inserting looped end of the Fibrwrap@ Anchors through Tyfo@ Patch and 1 to 3 Inches into the hole depending on the project specification. 6. Splay out exposed anchor fibers as detailed. 7. Inject hole with Tylo@ WS or TC epoxy until full. 8. Add Fibrwrap@ layer as per specifications, 9. Apply appropriate finish. General Notes: J111,12 (9 COMM 2005 !.0P* 7'r Tyfo® SEH Composite Anchor DO Patch (3" x 3 er Tytoo SCH System nd corners to 3/4" min. (typ.) 1. Surfaces to receive Ton) System shall be prepared by grinding, sandblasting or other methods of mechanical abrasion. 2. All comers shall be rounded to a minimum 314" radius. 3. Drill anchor holes where required. 4. Remove dust and debris with compressed air. 5. Apply prime coat of Tyfo® S Epoxy or thickened Tyfo ®S Epoxy. 6. Apply Tyfo® Patch. 7. Install anchors where required. 8, Apply Tyfo@ SCH System with proper fiber orientation. 9. Apply final coat of thickened Tyfo® S Epoxy to seal all edges. 10. Finish as per project specifications. Note: Apply composites to all beams that frame into columns to be strengthened. i is JUG ft "1.005 r I NL'•Fi �.. ..... :..... ........s..............cw .6. Cendant Car Rental Group Beam Strengthening FYFE uc "The Fibtwrap. Company" [F 6310 Nancy Ridge Drive, Suite 103, San Diego, CA 92121 -3209 Tel: 858.642.0694 Fax: 858.642.0947 Dwg, No.: j Job No.: j Sale: j App'd by: 1239 -2 6101 As Noted Drawn by: Revised by: Chk'd by: E. Morrow M. Homa S.F. Arnold Original Dale: Rev. Date: Time: 5/12/05 6/20/05 1:30 PM Stu! _ of 2 2 !~ W t]C � U moo. W= W O: Q �d W Z H t— O Z F--: 5; �p ;O N W W' H C) U. F—: . W Z: U tn? Z A Section N.T.S. v � a o System TvDlcal Installation Procedure: 0 -1/2" gap (h Existing 1. Prepare bond4crilical wrapping surfaces by abrasive blasting or grinding. 2. Mark locations, drill holes (3/8" dia. x 1 deep) for Tyfo@ FibrwrapO Anchors and clean out dirt and debris with compressed air, 3. Prime surface with thickened TyfoO S Epoxy. 4. Apply first layer of saturated fiber over entire wall surface. 5. Install pre -cut and pre - saturated TyfoO FlbrwiapO Anchors using thickened Tyfo@ S, inserting looped end of the Fibrwrap@ Anchors through Tyfo@ Patch and 1 to 3 Inches into the hole depending on the project specification. 6. Splay out exposed anchor fibers as detailed. 7. Inject hole with Tylo@ WS or TC epoxy until full. 8. Add Fibrwrap@ layer as per specifications, 9. Apply appropriate finish. General Notes: J111,12 (9 COMM 2005 !.0P* 7'r Tyfo® SEH Composite Anchor DO Patch (3" x 3 er Tytoo SCH System nd corners to 3/4" min. (typ.) 1. Surfaces to receive Ton) System shall be prepared by grinding, sandblasting or other methods of mechanical abrasion. 2. All comers shall be rounded to a minimum 314" radius. 3. Drill anchor holes where required. 4. Remove dust and debris with compressed air. 5. Apply prime coat of Tyfo® S Epoxy or thickened Tyfo ®S Epoxy. 6. Apply Tyfo® Patch. 7. Install anchors where required. 8, Apply Tyfo@ SCH System with proper fiber orientation. 9. Apply final coat of thickened Tyfo® S Epoxy to seal all edges. 10. Finish as per project specifications. Note: Apply composites to all beams that frame into columns to be strengthened. i is JUG ft "1.005 r I NL'•Fi �.. ..... :..... ........s..............cw .6. Cendant Car Rental Group Beam Strengthening FYFE uc "The Fibtwrap. Company" [F 6310 Nancy Ridge Drive, Suite 103, San Diego, CA 92121 -3209 Tel: 858.642.0694 Fax: 858.642.0947 Dwg, No.: j Job No.: j Sale: j App'd by: 1239 -2 6101 As Noted Drawn by: Revised by: Chk'd by: E. Morrow M. Homa S.F. Arnold Original Dale: Rev. Date: Time: 5/12/05 6/20/05 1:30 PM Stu! _ of 2 2 !~ W t]C � U moo. W= W O: Q �d W Z H t— O Z F--: 5; �p ;O N W W' H C) U. F—: . W Z: U tn? Z A Section N.T.S. 1NZ LLC "TH E FI ; DESCRIPTION The Tyfo• S Epoxy is a two- component epoxy mabkmatedalforbondingappkca6ons, ttisahigh elongation material which gives optimum properties as a matrix for the Tyfo• Fibrwrap System. It provides a long working time for application, with no offensive odor. Tyfo• S Epoxy may also be thickened and used as a prime or finish coat depending upon the project requirements. USE The Tyf& S Epoxy matrix material is combined with the Tyfo• fabrics to provide a wet -layup composite system for strengthening structural members. ADVANTAGES • Good high temperature properties • Good low temperature properties • Long working time • • High elongation • Ambient cur: • 100% solvent -free COVERAGE Approximately 0.8 pounds of epoxy per 1.0 pound of fabricwhen ourTyfoo Saturatorls used. When used as a prime coat the coverage is highly dependent upon the existing surface. PACKAGING Order in 55- gallon drums or pre- measured units In 5- gallon containers. MIX RATIO 100.0 parts of component A to 42.0 parts of component B by volume. (100 parts of component A to 34.5 parts of component B by weight.) SHELF LIFE Two years In original, unopened and property stored containers. STORAGE CONDITIONS Store at 40 to 90° F (4 to 32° C). Avoid freezing. CERTIFICATE OF COMPLIANCE • Will be supplied upon request, complete with state and federal packaging laws with copy of labels used. • Material safety data sheets will be supplied upon request • Possesses 0% V.O.C. level, per ASTM D•2369. 4/00 Tyfo• S Tyfo ®s.. Saturant Epoxy INSTALLATION Tyfoe System to be installed by Fyfe Co. LLC trained and certified applicators. Installation shall be in strict compliance with the Fyfe Co. LLC Quality Control Manual. SURFACE PREPARATION The required surface preparation is largely dependent on the type of element being strengthened. In general, the surface must be dean, dry and free of protrusions or cavities, which may cause voids behind the Tyfo• composite. Column surfaces that will receive continuouswraps typically require only a broom cleaning. Discontinuous wrapping surfaces (wals, beams, slabs, eta) typically require a light sandblast, grinding or other approved methods to prepare for bonding. Mechanical anchors are incorporated In some designs. The Fyfe Co. LLC engineering staff will provide the proper specifications and details based on the project requirements. ? SUN 2 0 7.005 '; Lv.IbC "..t.... �....�.r.su. s MIXING For pre - measured units in 5- gallon containers, pour the contents of component B into the pail of component A. For drums, premix each component: 100.0 parts of component A to 42.0 parts of component B by volume (100 parts of component A to 34.5 parts of component B by weight). If material is too thick, drum heaters may be used on metal containers, or heat unmixed components by placing containers in 130° F (54° C) tap water or sunlight, if available, until the desired viscosity is achieved. Do not thin; solvents will prevent proper cure: Mix thoroughly for five minutes with a low speed mixer at 400 -600 RPM until uniformly blended. When using as a prime coat or finish coat, Tyfo° S Epoxy may be thickened in the field to the desired consistency. APPLICATION Tyfo• S Epoxy is applied to a variety of Tyfo• fabrics using the Tyfo Saturator or by approved hand - applied methods. See data sheet on this equipment. Hand saturation is allowable, provided the epoxy is applied uniformly and meets the specifications. Tyfo° S Epoxy can also be applied as a prime coat by brush or roller. LIMITATIONS Minimum application temperature of the epoxy Is 40° F (4° C). DO NOT THIN solvents will prevent proper cure. x- e AA -1-91 Cobr 7 Component is clearto pale yellow Component B is dear Viscosity Component A at 77° F (25° C) is 11,000- 13,000 cps ASTM D- 2392 -80. Component B at 77° F (25° C) is 11 cps ASTM D- 2393 -80. Pot Life 3 to 6 hours at 68° F (20 Q. Viscosity of Mixed Product 600 -700 cps. Density at 68° F (20° C) (Pound/Gallon) Component A = 9.7 (4.4kg/3.79L) Component B = 7.9 (3.6kg/8.79L) Moved product = 9.17 (42kg/3.79L) RECEIVED jJUL -. 2 8 2005' p 11ELOPMENT Z Z �W U O' N 0' CO) =. J �• C0 LL W O Q co ) = d 1.W t— O Z F- W �p 'O N: =U H— tL I. —O .. Z. W U N O ~� Z I Existing slab 0 gap Existing 24 x 36 Column T.O. Conc. E lev. 374.58' 6 Existing glulam arch 1011 1011 L* Elev. 363.75' 45 4 layers Tyfoa SEH-51 A System 0 Bull splice (typ.) Existing conc. slab T.O. Conc. Elev. 356.00 Existing fooling ------- V - f Not to Scale REC EIVED "JULY 2 R 2005` C ��--� Existing conc. slab T.O. Conc. Elev. 35458' T.O. Cone. Elev. 351.50' Column Elevation Round corners to 3/4" min. (typ.) erlap • e Existing Column e d' o a• d•d a . 4 layers Tyfo(& SEH -51 A System .- 36" S ection N.T.S. 7 OD B Section N.T.S. CMS VL) l�SCC � �r�s !� i "`.. EXPIRES 11/ corners to 3/4 "" mi ft.).) ` General Notes:: 1. Provide a 3/4' thin. radius on all column edges by either grinding or applying thickened Tyfo® S Epoxy or Kontek 122 coving by means of troweling. 2. Broom clean column surface. 3. Apply prime coat of thickened Tyfo® S Epoxy. 4. Apply required number of layers of Tyfo® SEH_System with proper fiber orientation according to manufacturer's specification. 5. Apply final coat of thickened Tyfo ®S Epoxy tQ seal all edges: 6. Finish as per project specifications. i RECEIVE JUN 3.1 7.005 SEH -51A System ® ! 'JUL 2 8 2005' COMMUNITY 4 1_1 CONFORM TO DESIGN CON`Et 'i i, ,�4-' � 1 , . EVE>, °PMEA47' %CONFORMS TO DESIGN CONCEPT Mi . REVISIONS AS SHOWN dant Car Rental Group Ll NON - CONFORMING - REVI & RE SUS». lumn Strengthening rHIS SHOP DRAWING HAS BEEN .9CVIC'KD FOR GENERA UNFORNIM W ITH DESIGN CONCEPT OKY AN DOES NOT RELIEVE THU FABRICATOR /VENDOR OF RESPOINSIBILt;Y FOR CONF R Q DESIGN DRAWINGS AND SPECIFICATIONS AU OF WHIG ' "The Fibravrape Comg OVERT * SHOP DRAWING. Original Date: CHINN CONSTRUCTIO "a. LLC 6APPROVED FOR SUBMITTAL 0 APPROVED FOR SUBMITTAL AS NOTED 0 NOT APPROVED FOR SU36;ITTAL - RESUBMIT This subm! ;::.I F,_' _ "/ c!;:.:I not ha construed as a complCta chc:', ;7 ; i cn!y that information presented ccrf;,r -o r,:nerwl :y Contract Documents, in no case is Subccr.trcc;or or Cuppliar relieved of full responsibility for cd:,r-_nc3 t�'::c Contract Documents and satisfactory ; dn::ruc;;c,i cf c!I %vcrk. Submitted to Owner, Archi - Ensinear for final approval. t!o'��•1)�J By Date 9 Nancy Ridge Drive, Suite 103, San Diego, CA 92121 -3209 i Te1:858.642.0694 Fax: 858.642.0947 Job No.: Scale: AppV by: j 1239 -1 6101 As Noted Revised by: Chkd by: E. Morrow E. Morrow S.F. Arnold 5/12/05 1 6/17/05 1 1:00 PM { Sheet 1 of 2 B Z .� W tY � UO Cl) O' N w J F Co LL w 0 C 9-1 Q Cl) __.�yy Z �. I— o, w ~ W �o 0 O N. o t-- = U u O W Z U= O F " Z CT ENG1NFE R �k fit,- On °. . Original Date: CHINN CONSTRUCTIO "a. LLC 6APPROVED FOR SUBMITTAL 0 APPROVED FOR SUBMITTAL AS NOTED 0 NOT APPROVED FOR SU36;ITTAL - RESUBMIT This subm! ;::.I F,_' _ "/ c!;:.:I not ha construed as a complCta chc:', ;7 ; i cn!y that information presented ccrf;,r -o r,:nerwl :y Contract Documents, in no case is Subccr.trcc;or or Cuppliar relieved of full responsibility for cd:,r-_nc3 t�'::c Contract Documents and satisfactory ; dn::ruc;;c,i cf c!I %vcrk. Submitted to Owner, Archi - Ensinear for final approval. t!o'��•1)�J By Date 9 Nancy Ridge Drive, Suite 103, San Diego, CA 92121 -3209 i Te1:858.642.0694 Fax: 858.642.0947 Job No.: Scale: AppV by: j 1239 -1 6101 As Noted Revised by: Chkd by: E. Morrow E. Morrow S.F. Arnold 5/12/05 1 6/17/05 1 1:00 PM { Sheet 1 of 2 B Z .� W tY � UO Cl) O' N w J F Co LL w 0 C 9-1 Q Cl) __.�yy Z �. I— o, w ~ W �o 0 O N. o t-- = U u O W Z U= O F " Z 1 • Existing slab Existing beam — T -0" 51.0" A Tyfo@ SEH Composite Anchor (shown for clarity) 0 -1/2 max. butt splice (typ.) J • D . . • v v Beam Elevation View Not to Scale (E) Conc. Slab 0 -1/2" gap (tyP•) 1 layer Tyfo® i i 3 f �d (E) Conc. Slab d • ° ° Tyfo® Patch (3" x 311) Q 2" typ. 3/8" 0 Hole Drilled 3" deep c with outer edge Chamfer Typ, a 2" tYP• a a• d a d ' 3" Splay tyP. °� a n ° TyfoO FibrwrapO Anchors d ,a a Layer of FibrwrapO x Splay out fiber rovings after anchoring (E) Conc. Beam with thickened TytoO S Epoxy — 1" to 3" RECEIVE r Tyfoo_ Fibrwrap® Anchor Tyfo@) Fibrwrap@) Anchor Section Not to Scale IJUL 2 8 X005 Not to scale q . D q T -0" 51.0" A Tyfo@ SEH Composite Anchor (shown for clarity) 0 -1/2 max. butt splice (typ.) J • D . . • v v Beam Elevation View Not to Scale (E) Conc. Slab 0 -1/2" gap (tyP•) 1 layer Tyfo® i i 3 f �d (E) Conc. Slab d • ° ° Tyfo® Patch (3" x 311) Q 2" typ. 3/8" 0 Hole Drilled 3" deep c with outer edge Chamfer Typ, a 2" tYP• a a• d a d ' 3" Splay tyP. °� a n ° TyfoO FibrwrapO Anchors d ,a a Layer of FibrwrapO x Splay out fiber rovings after anchoring (E) Conc. Beam with thickened TytoO S Epoxy — 1" to 3" RECEIVE r Tyfoo_ Fibrwrap® Anchor Tyfo@) Fibrwrap@) Anchor Section Not to Scale IJUL 2 8 X005 Not to scale m3wdoT -uGa JLLINnWWO3 sooz 8 9 Onfo a3At333H IE?Iue j Jeo luepu9c) 'OTTO ROSENAU & ASSOCIATES INC. so ° rn 03 r--+ Geotechnical Engineering, Construction Inspection 8 Materials Testing I M 0 y 3 ti 11Y CONCRETE REPORT p Job Number: 05 -455 Report Number: 32810 Permit Number: D05 -012 Project. Cendant Car Rental Client: Chinn Construction LLC Address: 15820 Tukwila International Blvd, Tukwila Address: PO Box 2137, Redmond Date: 10/4/2005 P ........ . • Alex Description /Location: Between grid lines 10 and 17 on grid line M, and at the northwest corner of building (approximately between M and N) footings. Also reference partition wall curbs (storefront walls) at line Q between 17 and 12, and line 11 between Q and N. Resteel verified: Yes* Resteel grade 60 Manufacturer: Nucor Placement Data. Design ® Actual;[] Batch:Weights /Cubic Yard Supplier: Stoneway Cement (Ibs. /type): 440# Mix Number: 551081 Fine Agg. (Ibs): 1466.5# Slump Spec: 4" Coarse Agg. (Ibs /size): 1532.6# 3 /4' W/C Ratio Spec: 0.58 Coarse Agg. (Ibs /size): 399.6#'/" Air Spec: Coarse Agg. (Ibs /size): Total Yards: 15 Fly Ash (Ibs): 77# Placed Via: Chute Water (Ibs or gal): 174# Consolidated: Yes (vibrator) Admixtures (specify): 18 oz. WRA Required Strength (psi): 3000 '" ,, :: Sampling and Testmg: Data. ;..,,. Tiirte Cub e:_; :'.Water .,,Slump :!41r. %. Conc Ter►ip ::';::Ambient ::.. Truck ::: .Ticket . ASTM C 172, C 31 ...Yards. ; ..:.Added Cast Samples: 1 -4 1:00 10 0 gal. 4" -- 70 °F 59 °F 23B 588001 Weather: Mostly sunny Slump Range: Air % Range: Date Samples Picked Up: 1015/2005 Initial Curing Method Excluding ASTM C31 - 12.1 Initial Curing Temp:_ Excluding ASTM C31 - 10.1.2 Comments: ., :.;.;.. _ .: .......::..:.. .. .... ::.....: .....,.... ;t :.,. 'i ..,tr'it� r.idi,ti.i i•: =::,':: ^:. :.� [ii:•. i:...:..: . . To the best of my knowledge, the above work appears to be in . subs . c .: ompliance ,. with approved project documents. * Resteel verified by Rick Hardy on 10/3/2005. Robert Fickes was relieved by Alex Temme at 1:30 p.m. Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS. Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure Da s (In.), (ScOn.) Weight LL bs.) fa gil (other than cone) 1. 10/11/05 7 6x12 28.20 30.01# 140,480 4980 2 11/1/05 28 6x12 28.17 29.83# 179,890 6390 3 11/1/05 28 6x12 28.17 29.95# 185,140 6670 4 * *Discarded Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73 t 3° F Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer X Batch Plant WalterC. Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S,, Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADM/N -62 -02 (Rev 04104) Z h= W W 00 moo. W= J i_ N U. WO 9 5 LL � = W Z F- Z O W � p' U iO uJ O H. =V ~ F- LLO .. Z U UY O f- Z RECEIVED OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing NOV 0 2005 i % E 0 CONCRETE REPORT Job Number: 05 -455 Report Number: 32940 Permit Number: D04 -402, D05 -012 Project: Cendant Car Rental Client: Chinn Construction, LLC Address: 15820 Tukwila International Blvd, Tukwila Address: PO Box 2137, Redmond Date: 10/19/2005 Inspector Dusty Johnston Description /Location: Inspected resteel and concrete placement at stair walls northeast corner inside and outside building and landing pilasters north side of building. Resteel was found to be placed per approved plans. Resteel verified: Yes Resteel grade 60 Manufacturer: Nucor Placement "Data - , : , . °,Design ® : `Acfual'0 Batch`Weights /Cubic Yard: Supplier: Sto new ay Cement (Ibs. /type): 400# Mix Number: 4356 Fine Agg. (Ibs): 1455# Slump Spec: 51, Coarse Agg. (Ibs /size): 1901# WIG Ratio Spec: 0.41 Coarse Agg. (Ibs /size): Air Spec: Coarse Agg. (lbs /size): Total Yards: 17 Fly Ash (Ibs): 100# Placed Via: Tailgate & line pump Water (Ibs or gal): 225# Consolidated: Yes Admixtures (specify): 30 oz. WRDA -64 Required Strength (psi): 3000 Sampling�arid:Testing:Data':: :.:Timed 0 `; Gul is ;Water Slump A/a Cane: Temp:.., Amtiierit. .Truck. _ :Ticket AS7MC 1:72;:C;31::. :Mde: Y.ards. ...:Added : C.t43 C. 231. C'.10.64.: Tei>{p No. No. Cast Samples: 1 -4 8:00 11 5 gal. 3 -- 66 55 440 575868 Weather: Rain Slump Range: Air % Range: Date Samples Picked Up: 10/20/2005 Initial Curing Method Excluding ASTM C31 - 12.1.5 initial Curing Temp Excluding ASTM C31 - 10.1.2 .......... :......:::::..::.. ......'. ; :. Other Test Methods i Standards Used: REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) S .in. Weight Lf bsl knaft (other than cone) 1 . 10/26/05 7 6x12 28.19 29.50# 110,380 3920 Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73 t 3° F Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer X Batch Plant ASTM C1231 x s an en, Project Manager This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN -62 -02 (Rev 04104) Z Z. �W UO co 0 W =' CO LL WO OC ~: J 5— co d . Z� H O Z R W 0 O CO 0 H: WW F=- U LL 0 .. Z W O ~` Z N OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction I & Materials Testing 1ER CONSTRUCTION INSPECTION REPORT OCT 2 8 2005' COMMUNITY Report Number: 31577revised DEVELOPMENT Description: Epoxy Grouting (Rebar), Epoxy Wrap Project: Cendant Car Rental Permit Number: D05 -012 ' Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05-455 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond, WA 98073 Inspector and Date Remarks Larry Longnecker Observed epoxy grouting of rebar at the maintenance plumbing pour back. Holes were drilled - to 6" 8/1/2005 required depth. Contractor used Hilti HY -150 epoxy with an expiration date of 2/06 as specified. Observed installation of TYFO carbon fiber wrap at administration building columns # 3, 4, and 5 counting from west to east. The lot # is S- 07075A. Base coat was CAB -O -SIL TS720. Conforms Note from office: Received test results on 10/18/05, tests performed by PSI, Portland Sample Peak Load Ibs Tensile Stren th Tensile Modulus la 7,648 124,560 9670355 2a 8,028 128,243 9720379 3a 7,466 120,614 9862813 4a 7,338 119,511 9765644 5a 6,851 122,339 10061112 Average 7,466 123,053 9.82E +06 Sample Peak Load Ibs Tensile Stren th Tensile Modulus 1 b 7,321 116,762 10353563 2b 7,988 128,424 9703988 3b 7,748 133,817 10769013 4b 7,922 126,550 10983544 5b 7,553 121,823 113,60912 Average 7,706 125,475 1.06E +07 Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: • X Engineer alter ansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 7254600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN- 100-01 (Rev 01105) Z W JU U O: N ( CO) W .. J = H : CO) L J U. Q; ca 0 H W, Z H O` Z F_' LLJ �p ;O U. = CY LL I--: _ —O llj Z U N OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing REC CONSTRUCTION INSPECTION REPORT OCT 2 8 1005' COMMU Report Number: 31779 DeVELOPM T Description: Reinforcing Steel Project: Cendant Car Rental Permit Number: D05 -012 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05 -455 Client: Chinn Construction, LLC Client Address: PO Box 2137, Redmond Inspector and Date Remarks Rick Hardy Performed visual inspection of reinforcing steel on the following: 10/3/2005 Grids: M5/17.4 to 16.8 — Exterior facade footings L.5/16 to 17 — Exterior facade footings 15.5/M; 14.5/M; 13.6/M; 12.7/M; 12/M; 11.2/M — Exterior facade footings M /10 — Exterior footing Curbs on grids 11 and Q Reinforcing steel inspected for size, type (S), grade (60), cleanliness and position. Rebar is from Nucor Mills. As per contract documents at CT 82 dated 9/8/2005 0- CT Engineering's details A and B. Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: , lia X Engineer Vfir 4Valtert'Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN- 100 -01 (Rev 01105) f I B OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection $ Materials Testing CONSTRUCTION INSPECTION REPORT RECEIVED Report Number: 29900 OCT 2 8 �005' Description: Epoxy Grouting (Rebar) dCOMMUNI -ry Project: Cendant Car Rental Permit Number: D04 -402 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05 -455 Client: Chinn Construction, LLC Client Address: PO Box 2137, Redmond Inspector and Date Remarks Alex Temme A visual inspection was conducted on epoxy anchored rebars as noted below. Observed the 10/4/2005 following: • #4 bars • Approximately W diameter holes • Embedment depth = 4" for vertical bars and +6" for horizontal bars • Holes were brushed and blown clean prior to installation. • Bars were installed per manufacturer's recommendations. • Hilti HIT HY150 epoxy (with an expiration date of 4/2006) was used. • Reference vertical dowels for walls at the stairway adjacent to room #155 at southeast corner of building. • Also reference horizontal dowels into existing slab along the south wall of the building at the southeast and southwest corners. • Reference detail from engineer dated 7/11/2005 (on file in our office). To the best of my knowledge, at the time of this inspection, the above noted work appears to be in substantial compliance with the approved project documents. I Conforms i Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADM/N- 100 -01 (Rev 01105) r OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construct Inspection & Materials Testing CONSTRUCTION INSPECTION REPORT OCT 2 8 2005 Report Number: 37378 DMOAM NT Description: Epoxy- Grouted Anchor Bolts, Epoxy Grouting ( Rebar), Welds Project: Cendant Car Rental Permit Number: D04 -402, D05 -012 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 05 -455 Client: Chinn Construction, LLC Client Address: PO Box 2137, Redmond Inspector and Date Remarks Denny Newman Inspected contractor's installation of grade 60 rebar dowels from Nucor into clean, epoxy - filled holes 10/7/2005 of proper depth in existing concrete at north side of facade for pilaster and slab dowels according to engineer's supplemental detail CT 82 of 9/8/2005 included with approved plans /specifications. Inspected contractor's installation of 1 %' diameter thru -bolts into tops of existing shearwalls 17/22 into clean, epoxy - filled holes as per approved plans /specifications. z Verified installation of A307 bolts at bottoms of shearwalls 17/22 per detail 1 on page 3.0 of approved plans /specifications. Hilti HY150 epoxy expires 4/2006. r 1 . Visually inspected fillet welds of flat plate to shear plates #17/22 for bolting as per detail 3 on page 3.0 and detail 1 on S3.1 of approved plans /specifications. E7018 electrodes were used. Copies to: X Client Contractor VZ Z � Architect X Building Dept. Technical Responsibility: �f /,/ X Engineer dal ter arisen, Project Manager This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 ^- Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US - Fax (206) 723 -2221 Form No.: ADMIN- 100 -01 (Rev 01105) 'U O N 0, CO) W �_ 12 LL! f-. w O'. 2 t. J` LL Q N d` w, z ' HO Z �p U � O cn, w v.: � _ O .. Z t . U to O ~ Z a OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing R ECEIVED CONCRETE REPORT OCT 2 $ Job Number 05 -455 Report Number 32821 Permit Number: COMMUM � -0112 O ENT EVEL pM Project: Cendant Car Rental Client: Chinn Construction LLC Address: 15820 Tukwila International Blvd, Tukwila Address: PO Box 2137, Redmond Date: 9/15/2005 Inspector: Larry Longnecker . . : ........ . Description /Location: Observed concre being put into walls #18 -19 at south end of Maintenance Building — southwest corner — southeast corner. Resteel verified: Resteel grade: Manufacturer: Placement Data Design'® Actual Batch Weights /Cubic Yard Supplier: Stoneway Cement (Ibs. /type): 550# 1 -II Mix Number: 5953 Fine Agg. (Ibs): 1343# Slump Spec: 4" t 1" Coarse Agg. (Ibs /size): 1789# pea gravel W/C Ratio Spec: 0.43 Coarse Agg. (Ibs /size): Air Spec: N/A Coarse Agg. (Ibs /size): Total Yards: 40 Fly Ash (Ibs): 110# Placed Via: Pump Water (Ibs or gal): 260# Consolidated: Yes (vibrator) Admixtures (specify): 29.7 oz. WRDA -64, Required Strength (psi): 4000 85.8 oz. Daraset ;: , Samplirig ;Data, Time ; : Cubic ; Water Slump Air;% ::. ; ; ,. : : : .Ambient Truck Ticket A 31'M C 172;; C 31 ..... . ....... Made Yard's . .Added C143 . ;: C 231... ` .: C:;1.064 ; ; .,... Temp ;: No No: Cast Samples: 1 -4 8.00 1 15 gal. 5" N/A 65 56 431 562539 Weather: Cloudy Slump Range: 5" Air % Range: N/A Da a 3 . Date S amples Picked Up: .. 9/16/2005 . Initial Curing Method,: ; . , Excluding ASTM c > - >z.1 ,s Initial Curing Temp Excluding ASTM C31 - 10.1.2 ommen.s, ,.,; Wall #18 began to bulge — advised contractor— re- shores and fixes. Vibrator not long enough to reach'l ottom of form - advised contractor — had man hammer. Other Test Methods / Standards Used: REINFORCING / PLACEMENT: COMPRESSIVE TEST RESULTS Conforms X Does Not Conform Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) (In.) (Sq.ln.) Wei ht Lbs. si (other than cone) 1 9/22/05 7 6x12 28.29 29.06# 152,200 5380 2 10/13/05 28 6x12 27.94 29.45# 204,670 7330 3 10/13/05 28 6x12 27.94 29.27# 201,220 7200 4* *Discarded Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73 t 3° F Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: / X Engineer X Batch Plant Iter . H sen, Project Manager This report applies only to the items tested or reported and Is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except in full, without written permission from our firm Is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -02 (Rev 04104) i Z � Z LU W� UO N 0� W= J t.-. N LL. W O, u. Q. = C3 �W H O Z I-_ �5 U W W. IL I_. —O iii U) N H � O Z OTTO ROSENAU & ASSOCIATES, INC. ReCEIVED Geotechnical Engineering, Construction Inspection &_Materials Testing OC 9 R �nnr DEV O E M L � O CONCRETE REPORT P MEMT Job Number: 05 -455 Report Number: 32810 Permit Number: D05 -012 Project: Cendant Car Rental Client: Chinn Construction i LC Address: 15820 Tukwila international Blvd, Tukwila Address: PO Box 2137, Redmond Date: 10/4/2005 Inspector: Robert Fickes, Alex Temme Description /Location: Between grid lines 10 and 17 on grid line M, and at the northwest corner of building (approximately between M and N) footings. Also reference partition wall curbs (storefront walls) at line Q between 17 and 12, and line 11 between Q and N. Resteel verified: Yes" Resteel grade: 60 Manufacturer: Nucor Placement-Data Design. ® Actual ❑ Batch Weights /Cubic Yard Supplier: Stoneway Cement (Ibs. /type): 440# Mix Number: 551081 Fine Agg. (lbs): 1466.5# Slump Spec: 4" Coarse Agg. (Ibs /size): 1532.6 #' /;' W/C Ratio Spec: 0.58 Coarse Agg. (Ibs /size): 399.6# Air Spec: Coarse Agg. (Ibs /size): Total Yards: 15 Fly Ash (Ibs): 77# Placed Chute Water ((bs or gal): 174# Consolidated: Yes (vibrator) Admixtures (specify): 18 oz. WRA Required Strength (psi): 3000 ::::.:..:: g.:..:.::....::::::•::: T.! Y!:.::::::.:: ;slu ;Air: ' Co ... ;.' .... mp.......::.. °..:::...nc Temp Amli�ent a Truck Ticke:: .....�:..:.::.......:.:::::.... 1064 Temp N o No Cast Samples: 1 -4 1:00 .. ... . .' . 10 0 gal. 4" -- 70 °F 59 °F 238 568001 Weather: Mostly sunny Slump Range: Air % Range: Date Samples Picked Up: 10/5/2005 Initial Curing Method: Excluding ASTM C31 - 12.1.5 Initial Curing Temp: Excluding ASTM C31 - 10.1.2 Comments To the best of my knowledge, the above work appears to be in substantial compliance with approved project documents. * Resteel verified by Rick Hardy on 10/3/2005. Robert Fickes was relieved by Alex Temme at 1:30 p.m. Other Test Methods / Standards Used: REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Max Load Strength Type of Fracture Number Date Cure (Days) i✓� (Sa•In•) Weight L(, bs.) si (other than cone) 1 10/11/05 7 6x12 28.20 30.01# 140,480 4980 Tested in general accordance to: ASTM C39 x ASTM C109 ASTM C617 ASTM C1231 x Note: Type of fracture does not apply when testing in conformance to ASTM C1231 Final curing in calcium hydroxide water storage tank at 73 t 3° F Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: X Engineer X Batch Plant alt C. ansen, P roject Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report, except In full, without written permission from our firm is strictly prohibited. Page 1 of 1 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADM/N - 62 - 02 (Rev 04104) I I Z U O, U) o J 1:: N u_' W O }} J U_ ?, N d = W E- O Z F v N . W U1' X LL ~O' Z` vN Z Project Info Project Address Cendant Car Rental Group, Inc. - Administration Bldg. Date 5/23/2005 15820 Tukwila International Blvd. For Building Department Use /rn�.,,�� ��� � Tukwila, WA.98188 Applicant Name Merit Electric, Inc. Applicant Address: 19029 36th Ave West suite D Lynnwood, WA 98036 Applicant Phone: (42 775 -1356 Project Description ❑ New Building ❑ Addition ❑� Alteration F-1 Bldg. >5,000 sq.ft. (auto shutoff req'c ❑ Plans Include Refer to SEC Section 1513 for controls and commis3ioning requirements. compliance Option O Prescriptive Q Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions (check appropriate box) ❑ No changes are being made to the lighting ❑ < 60% of fixtures new, installed lighting wattage not increased, and Table 15 -1 use is not changed Maximum Allowed Lkhtine Wattaee (Interior) Location (floor /room no.) Occupancy Description Allowed Wafts per ft " Area in ft Allowed x Area Ground Level Cosmercial Offices 1.20 13540.0 16248.0 Ground Level Conference Rooms 2.00 2975.0 5950.0 0.15 W /ft Type "C4'I 4 2 -lamp Fluorescent stripe 1 64.0 64.0 " From Table 15 -1 (over) - document all exceptions on form LTG -LPA Totals 16515.0 22198.0 Notes on rroposeg ugngng vvattage: 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 exceeding 5.0 watts per fixture. Proposed Li g hting Wattage (Int 3. List all fixtures. For exempt lighting, note exception on applicable fixtures. Location (floor /room no.) Fixture Description Number of Fixtures Wafts/ Fixture Watts Proposed Ground Level Type "A" 2x4, 3 lamp Fluorescent Layin 125 96.0 12000.0 Note: 2001 SEC does Type "B" 2x2, U -lamp Fluorescent Layin 56 62.0 3472.0 0.15 W /ft Type "C4'I 4 2 -lamp Fluorescent stripe 1 64.0 64.0 0.15 W /ft Type "C8 8 4 -lamp Tandem Fluor strips 32 128.0 4096.0 0.15 W /ft Type " E " 2 -lamp Wall Mounted Fluorescent Lights CITV 3F -TUKWt 6 64.0 384.0 7.5 W /If Type " F " 4 Under Counter Fluorescent Lights 2 %IDS 32.0 64.0 72397.5 I Type "G" Compact Fluorescent Down Lights t0 l 47 26.0 1222.0 I Type, "a" Incandescent Down Lights p6pul CENYER 11 75.0 825.0 Total Proposed Wafts may not exceed Total Allowed Wafts for Interior Total Proposed Watts 22127.0 Maximum Allowed Lighting Wattage (Exterior) Location Description All owed a s per f1 or per If Area in ft (or If for perimeter) - Allowed Watts x ft (or x If) Covered Parking Type A2 - 2)1000 watt metal halide on 30 poles 0.2 W 1ft 2000.0 36000.0 Note: 2001 SEC does not allow trading between covered parking and ext. Ito. Total Allowed Covered Parking Watts Open Parking Parking Lot Lighting 0.15 W /ft 482650.0 72397.5 Outdoor Areas 0.15 W /ft Bldg. (by facade) CORREC 0.15 W /ft Bldg. (by Perim) LTR# 7.5 W /If Note: choose either the facade area or the peri a er ethod but not both. Total Allowed Bldg. Exterior Watts 72397.5 Use mfgr listed maximum input wattage. For fixtures with hard -wlred ballasts only, Proposed Lighting Wattage. (Exterior) the default table in the NREC Technical Reference Manual may also be used. Location Fixture Description No. of Fixtures Watts /Fixture Watts Proposed Parking Lot Type A2 - 2)1000 watt metal halide on 30 poles 18 2000.0 36000.0 D015 •D12 Z Imo. '~ W �0 U CO 0 UJ NW WO J UQ co _CY W Z F- O Z H UJI W U� 0 CO o l- Ww IL 0 LLl Z CO) F_ O Z Nonresiaential energy uo Typo H2 2)1000 watt motel h slide on 30' poles 2002 Seattle 4 2000.0 8000.0 Parking Lot Typo C 250 watt metal halide on 25' poles 3 250.0 750.0 Building Pori. Typo D - 175 watt Canopy Lights 6 175.0 Nonresiaential energy uo Typo H2 2)1000 watt motel h slide on 30' poles Parkiaq Lot 4 2000.0 8000.0 Parking Lot Typo C 250 watt metal halide on 25' poles 3 250.0 750.0 Building Pori. Typo D - 175 watt Canopy Lights 6 175.0 1050.0 Building Pori. Typo E - 175 watt Wall Packs 121 175.0 2100.0 Building Pori. Typo S - 250 watt Wall Packs 71 250.0 1750.0 Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 49650.0 • Prescriptive Spaces Occupancy: Q Warehouses, storage areas or aircraft storage hangers Q other Qualification Checklist Lighting Fixtures: ❑ Check here if at least 95% of fixtures in the space meet all four criteria: Note: If occupancy type is "Other' and fixture Painting, welding, carpentry, machine shops answer is checked, the number of fixtures in 1. Only one or two lamp fixtures, 2. Luminaires have reflector or louver assembly, directina Ilaht the space is not limited by Code. Clearly Barber shops, beauty shops Indicate these spaces on plans. If not 3. Fitted with T -1, T -2, T-4, T -5, T-6, T -8 or compact fluorescent lamps from 5 to 60 EQ wafts, and qualified, do LPA Calculations. 4. Ballasts are and -wired fluorescent electronic dimming immina ballasts with ahotocell or programmable 2.0 dimmina control for all lamas in all zones (non- dimmina electronic ballasts and electronic ballasts 1.0 that screw Into medium base sockets do not comply with this section). TABLE 15 -1 Unit Lighting Power Allowance LPA Use LPA W/s Use LPA Wls Painting, welding, carpentry, machine shops 2.3 Medical office. clinics" L2 Barber shops, beauty shops 2.0 Police and fire stations 441.0 Hotel ban ueticonferencelexhibition hall j ' 4 2.0 Atria (atriums) 1.0 Laboratories 2601.8 Assembly spices , auditoriums mnasia , heaters 1.0 Aircraft repair hangars 1.5 Group R -1 common areas 1.0 Cafeterias, fast food establishments 1.5 Process plants 1.0 Factories workshops, handling areas 1.5 Restaurants/barso 1.0 Gas stations, auto repair shops shops 1.5 Locker and /or shower facilities 0.8 Institutions 1.5 Warehouses store a areas 0.5 Libraries 1.5 Aircraft storage hangars 0.4 Nursing homes and hotel /motel guest rooms 1.5 Retail"', retail banking 1.5 Wholesale stores (pallet rack shelving) 1.5 Parking garages See Section 1532 Mall concourses 1.4 Schools buildings (Group E occupancy only), school classrooms day care centers 4-.M 1,E Plans Submitted for Common Areas Only Laundries 4-.3 JZ Main floor building lobbies (except mall concourses 1.2 Office buildings, office /administrative areas In facilities of other use types (including but not limited to schools�hos pitals, institutions, museums, banks, churches ) 441.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.8 Footnotes for Table 15 -1 1) 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) IR ra6es ki whish a lighting plaR is submitted fGF GRIY a POFOGA Of a fiGeF, a Unit 6ighting POWOF Allowanse of :1.36 may be use feF usable OffiGe (188F aF8a and 0.80 watts PeF SquaF8 feel shall be used feF the oemmon aFeas, whirah Fnay Inslude 8I6Vat0F Gpar.e, lobby aFea and Fast Fawns. Gammon aFeas, as I;Wlini defill.R.Redd de A. A-i- 'ude Fnall GenseuFG8 . For conference rooms $nd offices less than 150 square feet with full - height partitions a Unit Lighting Power Allowance of 1.20 W /sa ft may be used 8) For the fire engine room, the Unit Lighting Power Allowance is 1.0 wafts 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, provided that the display window is separated from the retail spare by walls or at least three - quarter height partitions (transparent or oyague) and lighting for free - standing display where the lighting moves with the display, and building showaase illUFAIRalien wheFe 1148 lig g is eRslesed wIIhIR the shewraGe 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. 121 Medical and clinical offices include those facilities which although not providing overnight patient care do provide medical dental or psvcholoolcal examination and treatment These spaces Include but are not limited to laboratories and treatment centers. Z Z a , W JU UO U) C3 C0 W J � to LL WO 95 U. Nd = W F- _ ZP H O Z H W U� ON O 1•- WW U_ O L11 Z U= O Z 1 FILE d I pi'") SUPPLEMENTAL STRUCTURAL CALCULATIONS 180 Nickerson St. Suite 302 Seattle, WA 98109 (206)285-4512(V) (206) 285- 0618(F) ARCHITECT: Blunk DeMattei Associates Architects 1555 Bayshore Highway, #300 Burlingame, CA 94010 CY MYOF JA N 2005 RM17 CENTFR F1.3ES 7/27 i i z iF— z u� D J U UO: N (A W ; W =: J F- W 0' U. cf) = cy; _. Z F-. W W. D o` :o =U h- _ O Z Structural Engineers O I C T » P L L C Project: 1 Date: Page Number: 180 Nickerson St. Suite 302 Seattle, %VA 98109 (206) 285.1512 Pik K: (206) 285 -0618 n G� JA- S5(D � 1 i 2�5 fig Structural Engineers a Z J V: UO W =: J �. CO LL w O J LL < N D° W Z f.. - LLJ W U :O N, W W -o w Z o ~� Z LI GAUGE METAL FRAMING: ALL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH THE AMERICAN IR ❑N & STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS" 1996 EDITION, STUDS, JOISTS AND TRACKS SHALL BE FORMED FROM STEEL HAVING THE FOLLOWING PROPERTIES: MINIMUM T , „_ THICKNESS ASTM DESIGNATION YIELD POINT 0.0179" THRU 0.0451' (25ga) (18ga) 0.0538" THRU 0,1180" (16ga) (12ga) ASTM A653 SS -GRADE 33 ASTM A1011 SS GRADE 33 ASTM A653 SS GRADE 50 CLASS 1 OR 3 ASTM A1011 SS GRADE 50 33,000 PSI 50,000 PSI ALL MEMBERS SHALL BE GALVANIZED, ALL MEMBERS SHALL BE STAMPED WITH ICBO EVALUATION REPORT NUMBER, BASE METAL THICKNESS AND YIELD STRENGTH, SECTION DESIGNATI ❑NS, SECTION PROPERTIES, ETC, ARE AS SET FORTH IN THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) "PRODUCT TECHNICAL INFORMATION" (6005162 -54 REFERS TO 600 MEMBER DEPTH IN 1 /100', S SHAPE, 162 FLANGE WIDTH IN 1 /100" & 54 MILS MATERIAL THICKNESS)• FASTENING OF COMPONENTS SHALL BE WITH SELF - DRILLING SCREWS OR WELDING. SCREWS SHALL MEET THE REQUIREMENTS OF AISI SPECIFICATION E4, AND SHALL BE ICBO CERTIFIED FOR THE .FOLLOWING MINIMUM ALLOWABLE LOADS (LB): THICKNESS 0.0188(259a) 0.0346(20ga) 0.0451(18ga) 0.0566(16ga) .0.0713(14ga) #8 (cd= 0.164') SHEAR PULLOUT 66 39 164 72 244 94 344 118 #10 (d= 0.190') SHEAR PULLOUT 177 84 109 370 137 523 173 RECOMMENDED SCREWS= SCREW SIZE GAUGE APPLICATI ❑N #8 SHARP PT X 1 1/4' LONG 20ga ONLY 1/2' PW /SB TO LGMF #8 X 1 /2' LONG SHART PT 25ga ONLY FRAMING SCREW #8 X 1/2" TEK PT 20ga -16ga FRAMING SCREW #8 PIL ❑T PT X 1 1/4' LONG 18ga -14ga 1/2' PW /SB TO LGMF #8 PILOT PT X 2 1/4' LONG 18ga -14ga 3/4' PW /SB TO LGMF #10 -14 X 3/4' LG HEX TEK PT 18ga -14ga FRAMING SCREW i NOTE: MIN OF 20ga MATERIAL TO BE USED TO FASTEN PLYWOOD(PW) OR SUREBOARD(SB) MATERIAL POWER DRIVEN CONCRETE FASTENERS SHALL BE HILTI X -ZF 0,145" DIAXOR SIMILAR i APPROVED), ICB❑ CERTIFIED FOR THE FOLLOWING MINIMUM ALLOWABLE LOADS (LB): j TEN5.,i,B.N S �.E� PENETRATION • 4000 PSI CONCRETE 18 C260 1 1/4 HOT ROLLED STEEL 140 400 E i 3 wVALUES ASSUME MIN. 3" OC, MIN 3" EDGE DISTANCE - STAGGER AS REQ'D TO ACHIEVE SPACING PER SHEARWALL SCHEDULE } xxFASTENER POINT MUST PENETRATE THROUGH STEEL (MIN 1 /8 TO OBTAIN ALLOWABLE VALUES - CONTACT MANUFACTURER WIRE TYPING OF COMPONENTS IS NOT PERMITTED. ALL WELDING SHALL BE DONE IN ACCORDANCE WITH THE AWS DI,3(E60XX ELECTRODES). ALL WELDS SHALL BE TOUCHED UP WITH A ZINC -RICH PAINT• w'. 63 30: . L) 0 : N o w = co) u.; ,w 0 �Q co d = W Z �.. 1- O z �— 0 co w w '. H Va W z: co z l 1 i j ff t i i . I r t P L L C 180 Nickerson St. Suite 302 Seattle, WA 08109 Date: (206) 285.4512 FAX: Page Number: (206) 285 -0618 to�5, 12,4,4 p . on �u nu cw cw nu nu nu nu rtu rtu nu nu r/y w Y. WY. i �c= J U� U O' Cl) W= 1. w O LL S2 a �W ZO. ILU 2 5.. U �, N O —: O F—, W 3: U LL Z: w U co)! H =' O F—, j Figure 6 -11D I !External Pressure Coefficients Enclosed, Partially Enclosed Buildings ICI+ l a a I a 13 t 1 f I I Di I I I I I 0 'C I I I I I I 1 I I I I I I I I I I I I CL % 10 100 0 -1 r N c� 10 100 %P -3.0 - - -12 ..: -2.8 -2.8 -0.8 -2.4 d -2.2 � - 2 .8 -1.8 H •1.4 ti. -1.2 °' 10 c - -1 v L N _Co. CL_ + + i h < _ 60 ft. Gable Roofs 27 °< 0<_ 45° -2.0 -1.8 +0 8 c 1 10 20 50 100 200 5001000 Iw + - +0.9 E (0.1) (0.9) (1.9) (4.6) (9.3) (18.6) (46.5) (92.9) 1 10 20 50 100 200 5001000 'Si 2 (0.1) (0.9) (1.9) (4.6) (9.3) (16.6) (46.5) (919) W Effective Wind Area, ft (n? ) Effective Wind Area, ft (m I Notes: 1. Vertical scale denotes GC to be used with q 2. Horizontal scale denotes effective wind area, in square feet (square meters). 3. Plus and minus signs signify pressures acting toward and away from the surfaces, respectively. 4. Each component shall be designed for maximum positive and negative pressures. 5. Values of GC for roof overhangs include pressure contributions from both upper and lower surfaces. 6. Notation: a: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft (0.9 m). h: Mean roof height, in feet (meters). 0: Angle of plane of roof from horizontal, in degrees. Z !�- W U U O' Np w W. J T LL. W O. J u- N CY, = W Z H- O Z u• 5� CO �p U �0 H W uj' LL 0: -O LLi Z: CO O ~ . Z .:. 6A �� �P �/NMWWMO - `- -MMMMO `MOAM-. ' - --.O-M - wmmwmm rer h < _ 60 ft. Gable Roofs 27 °< 0<_ 45° -2.0 -1.8 +0 8 c 1 10 20 50 100 200 5001000 Iw + - +0.9 E (0.1) (0.9) (1.9) (4.6) (9.3) (18.6) (46.5) (92.9) 1 10 20 50 100 200 5001000 'Si 2 (0.1) (0.9) (1.9) (4.6) (9.3) (16.6) (46.5) (919) W Effective Wind Area, ft (n? ) Effective Wind Area, ft (m I Notes: 1. Vertical scale denotes GC to be used with q 2. Horizontal scale denotes effective wind area, in square feet (square meters). 3. Plus and minus signs signify pressures acting toward and away from the surfaces, respectively. 4. Each component shall be designed for maximum positive and negative pressures. 5. Values of GC for roof overhangs include pressure contributions from both upper and lower surfaces. 6. Notation: a: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft (0.9 m). h: Mean roof height, in feet (meters). 0: Angle of plane of roof from horizontal, in degrees. Z !�- W U U O' Np w W. J T LL. W O. J u- N CY, = W Z H- O Z u• 5� CO �p U �0 H W uj' LL 0: -O LLi Z: CO O ~ . Z .:. r `v ASCE 7 -02 METHOD 1 WIND SHEET TITLE: ROOFTOP MECHANINCAL SCREEN CT PROJECT # : 04146 - CENDANT TUKWILA s N -S E -W 2003 IBC Roof Mean Ht. = 35.00 35.00 ft. - -- °-. Building Width = 100.0 100.0 ft. Basic Wind Speed 3 See. Gust 85 85 mph Figure 1609 Exposure = C C I 1.0 1.0 Table 1604.5 i P530A= 15.9 15.9 psf ,> Ps30 B = 8.8 8.8 psf i Ps3o c = 10.6 10.,6 psf i Ps30 o = 7.0 7.0 psf = 1.45 1.45 Ps = ' I ' PS30 = (N -S) Ps A and c avenge = 19.2 19.2 psf (N -S) Ps B and o average = 11.5 11.5 psf W — 1.3 P _ 24.9763 PSF r , Page 1 ASCE 7 -02 Figure 6 -1 Section 6,2 Figure 6 -2 Figure 6 -2 Figure 6 -2 Figure 6 -2 Figure 6 -2 Figure 6 -2 (Eq. 6 -1) (Eq. 6 -1) (Eq. 6 -1) (Eq. 6 -1) (Eq. 6 -1) 216 .J r r P L L C Project: Date: Client: Page Number: 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285•4512 FAX: (206) 285-0618 J ��t�� � � . _..., ���r ,, `� , �� 4z 750 Q IL �gx 4 r)t TO . I Structural Engineers C T P L L C Project: Date: Client: Page Number: 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285•4512 FAX: (206) 285-0618 J ��t�� � � . _..., ���r ,, `� , �� 4z 750 Q IL �gx 4 r)t TO . I Structural Engineers CT Engineering PLLC 180 Nickerson Street Suite 302 Seattle, WA 98109 v (206) 285 -4512 f (206) 285 -0618 Title : Dsgnr: Date: Description Scope : Job # User: KW- 0602997. Ver 5.6.1 25. Oct -2002 Page 1 ( c)c) 1983 Engineering Software General Timber Beam q:1 041461 engr104146 - cendant.ecw:Calculation Description TOP BEAM AT MECHANICAL UNITS Full Length Uniform Loads Center DL 75.00 #/ft LL #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 4x6 Beam Design OK Center Span 12.00 ft .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 5.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Hem Fir, No.2 Maximum Moment 1. k -ft Maximum Shear ` 1.5 Fb Base Allow 850.0 psi Load Dur. Factor 1.330 Fv Allow 75.0 psi Beam End Fixity Pin -Pin Fc Allow 405.0 psi Max. Positive Moment 1.35 k -ft E 1,300.0 ksi Full Length Uniform Loads Center DL 75.00 #/ft LL #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft � Z Z W J U. U O N C) . CO) = J I. Cf) LL W O 9 E La Nd F=- _ Z �...: Z O. W Uj U� 0 co , O F- W W. U. W N .v - F Z Summary Beam Design OK Span= 12.00ft, Beam Width = 3.500in x Depth = 5.5in, Ends are Pin -Pin Max Stress Ratio 0.625 : 1 Maximum Moment 1. k -ft Maximum Shear ` 1.5 0.6 k Allowable 2.2 k-ft Allowable i.9 k Max. Positive Moment 1.35 k -ft . at 6.000 ft Shear: @ Left 0.45 k Max. Negative Moment 0.00 k -ft at 12.000 ft @ Right 0.45 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.832 in Max. M allow 2.16 Reactions... @ Right 0.000 in fb 918.06 psi fv 32.54 psi Left DL 0.45 k Max 0.45 k Fb 1,469.65 psi Fv 99.75 psi Right DL 0.45 k Max 0.45 k i Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.555 in -0.555 in Deflection 0.000 in 0.000 in ...Location 6.000 ft 6.000 ft ...Length /Deft 0.0 0.0 ...Length /Deft 259.6 259.61 Right Cantilever... Camber ( using 1.5 • D.L. Defl) ... Deflection 0.000 in 0.000 in @ Center 0.832 in ...Length /Deft 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs I Bending Analysis Ck 27.502 Le 0.000 ft Sxx 17.646 in3 Area 19.250 in2 Cf 1.300 Rb 0.000 Cl 0.000 Max Moment Sxx Req'd Allowable fb @ Center 1.35 k -ft 11.02 in3 1,469.65 psi @ Left Support 0.00 k -ft 0.00 in3 1,469.65 psi @ Right Support 0.00 k -ft 0.00 in3 1,469.65 psi j Shear Analysis @ Left Support @ Right Support Design Shear 0.63 k 0.63 k Area Required 6.280 in2 6.280 in2 Fv: Allowable 99.75 psi 99.75 psi i Bearing @ Supports Max. Left Reaction 0.45 k Bearing Length Req'd 0.317 in `. Max. Right Reaction 0.45 k Bearing Length Req'd 0.317 in � Z Z W J U. U O N C) . CO) = J I. Cf) LL W O 9 E La Nd F=- _ Z �...: Z O. W Uj U� 0 co , O F- W W. U. W N .v - F Z k` CT Engineering PLLC Title : Job # 180 Nickerson Street Suite 302 Dsgnr: Date: Seattle, WA 98109 Description v (206) 285 -4512 Scope ? f (206) 85 -0618 Rev: 560100 User: KW -0602997, Ver 5.6.1 25- Oct -2002 Page 2 (01983 -2002 ENERCALC Engineering Software General Timber Beam q:1 041461engr104146- cendant.ecw:Calculatian Description TOP BEAM AT MECHANICAL UNITS I V tnax • 1.7k•ft Amax • •O,SSSin Rmax • 0.4k Rmax ■ 0.4k Vmax (M left • 0.4k Vmax @ rt - 0.4k . . FA l : t 2 E i t Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 0.45 k 0.0000 in @ Right Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00k-ft 0.00 k 0.0000 in Sketch & Diagram I Sr1 l }/fitt11►t1t -r 11tt /t�11►f� ir} /lti/tft� 75N/tl I V tnax • 1.7k•ft Amax • •O,SSSin Rmax • 0.4k Rmax ■ 0.4k Vmax (M left • 0.4k Vmax @ rt - 0.4k . . FA l : t 2 E i t C"4 e , f CT Engineering PLLC Title: Job # • 180 Nickerson Street Suite 302 Dsgnr: Date: Seattle, WA 98109 Description : v (206) 285 -4512 Scope: ✓. f (206) 285 -0618 Rev: 560100 User ;KW0602997,Ver561,25.Oct•2002 Timber Column De Page 1 (c�19B9.2002 ENERCALC Engineering Software _ q:1041461engr104146 - cendant.ecw:Calculation Description DIAGONAL BRACE General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Wood Section 4x4 Total Column Height 10.00 ft Le XX for Axial 10.00 ft Rectangular Column Load Duration Factor 1.33 Le YY for Axial 10.00 ft Column Depth 3.50 in Fc 1,300.00 psi Lu XX for Bending 10.00 ft Width 3.50 in Fb 850.00 psi 7.943 Sawn E - Elastic Modulus 1,300 ksi Cf : Axial Hem Fir, No.2 Axial X -X k Lu / d Loads Axial Y -Y k Lu / d 34.29 Dead Load Live Load Short Term Load Axial Load 0.00lbs 0.00lbs 1,300.00 Ibs Eccentricity 2.000in Column OK Using: 44, Width= 3.50in, Depth= 3.50in, Total Column Ht= 10.00ft Interaction Value 0.0 0.4258 Stress Details Fc : X -X Fc : Y -Y PC: Allowable F'c:Allow " Load Dur Factor F'bx F'bx " Load Duration Factor 4 314.96 psi DL +LL DL +LL +ST fc : Compression 0.00 psi 106.12 psi Fc : Allowable 314.96 psi 319.53 psi fbx : Flexural 0.00 psi 363.85 psi F'bx: Allowable 1,275.00 psi 1,695.75 psi Interaction Value 0.0 0.4258 Stress Details Fc : X -X Fc : Y -Y PC: Allowable F'c:Allow " Load Dur Factor F'bx F'bx " Load Duration Factor 4 314.96 psi For Bending Stress Calcs... 314.96 psi Max k'Lu / d 50.00 314.96 psi Actual k`Lu /d 18.40 319.53 psi Min. Allow k'Lu / d 11.00 1,275.00 psi Cf:Bending 1.500 1,695.75 psi Rb : (Le d / b ^2) ^.5 7.943 For Axial Stress Calcs... Cf : Axial 1.150 Axial X -X k Lu / d 34.29 Axial Y -Y k Lu / d 34.29 DL + ST 106.12 psi 319.53 psi 363.85 psi 1,695.75 psi 0.4258 z ;�- z �W; . 0 0: N o: 'W = J N LL W O J LL = d iH =, Z p. z �- O N; W W` LL I.-; - O'. 1 Z U N _;: Z Project: � t " T 1v ^ Date: Client: Page Number: 180 Nickerson St. Suite 302 Seattle, %VA 98109 (206) 285 -4512 FAX: (206) 285 -0618 TL-TW- IAN r3 McsO� - c�a� r�r� Cap ,.�As hT t�C) sz�XD_[RA s_Q:_: RZ_6Cj�p(z MM l � � f�Z u71 L� ILA _f E�DD M,s s� � T'� ► i �� c 2�u�� ks- Lb�D)�n Structural engineers Z W W D J U; U O; CO w �o J �_. N LL w O U. D d. z W x z O WW �o o N: o� W W . �L _ Z : U CO; _: �Z ROOF RAFTERS 0% 11 718" TJI®110 @ 24" o/c TJ-Beam(TM) 6.10 Serial Number. 7003008200 User; 2 Paget Engin / eVerson:110.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION /AND LOADS LISTED Member Slope: Oil Roof SlopeOf'l2 =f �1 1.� 13' 1 All dimensions are horizontal. Product Diagram is Conceptual. j LOADS: { Analysis is for a Joist Member. Primary Load Group - Roof (psf): 25.0 Live at 125 % duration, 20.0 Dead SUPPORTS: Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live /Dead /Uplift/Total 1 Stud wall 3.50" 3.50" 325 / 260 / 0 / 585 End, TJI Blocking 1 Ply 11 7/8" TJI ®110 2 Stud wall 3.50" 3.50" 325 / 260 / 0 / 585 End, TJI Blocking 1 Ply 11 7/8" TJI 8 110 DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 566 -559 1950 Passed (29 %) Rt. end Span 1 under Roof loading Vertical Reaction (Ibs) 566 566 1688 Passed (34 %) Bearing 2 under Roof loading Moment (Ft -Lbs) 1781 1781 3769 Passed (47 %) MID Span 1 under Roof loading Live Load Defl (in) 0.136 0.419 Passed (0999 +) MID Span 1 under Roof loading Total Load Defl (in) 0.245 0.629 Passed (U616) MID Span 1 under Roof loading - Deflection Criteria: STAN DARD(LL: U360,TL: U240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 2'8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. I -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY[ PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above. PROJECT INFORMATION: CENDANT TUKWILA - PHASE 6 SUBMITTAL OPERATOR INFO RMATION: Rick Wyble CT Engineering PLLC 180 Nickerson Street Suite 302 Seattle, WA 98109, WA 98109 Phone: (206) 285 -4512 rwyble @ctengineering.com 8 Z UO W =: CO) LL W O: J LL ?. � I=- W Z H H O Z F-; 5. :0 CO: O H: W W X U` LL F- - Z 111 Z Copyright :: 2003 by Trus Joist, a Weyerhaeuser Business ! TJ:S and TJ -3eamS are registered trademarks of True Joist. e -: Jolst",Prol ana TJ -Pro" are trademarks of Trus Joist. i Q:'.04146 \engr \ROOF RAFTERS.sms �. * "rh ROOF RAFTERS A Vfhrrhaeuter Bwinew � � TJ- Beam(TM) 6.10 Serial Number: 7003006200 11 718 TJI®110 @ 24 OIC Paget 12/131200 rson9;;03 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ..Load Group: Primary Load Group ^ 12' 7.00" ^ Max. Vertical Reaction Total (lbs) 585 585 Max. Vertical Reaction Live (lbs) 325 325 Selected Bearing Length (in) 3.50(W) 3.50(W) Max. Unbraced Length (in) 32 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 248 -248 Max Shear (lbs) 252 -252 Member Reaction (lbs) 252 252 Support Reaction (lbs) 260 260 Moment.(Ft -Lbs) 792 PROJECT INFORMATION: CENDANT TUKWILA - PHASE 6 SUBMITTAL Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business Tits and Ti-BeaaW are registered trademarks of Trus Joist. e -I Joist",Pro' and TJ -Pro" are trademarks of Trus Joist. Q: \04146 \engr \RO0F RAFTERS.ams OPERATOR IN FORMATION: Rick Wyble CT Engineering PLLC 180 Nickerson Street Suite 302 Seattle, WA 98109, WA 98109 Phone: (206) 285 -4512 rwyble @ctengineering.com I General Information Using: W10X19 section, Span = 20.00ft, Fy = 36.Oksi Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements q Steel Section: W10X19 CT Engineering PLLC Title : ,lob # Fy 36.00ksi 180 Nickerson Street Suite 302 Dsgnr: Date: '{ Seattle, WA 98109 Description xt . v (206) 285 -4512 Scope Left Cant. f (206) 285 -0618 LL & ST Act Together 7.753 ksi Right Cant Rev: 560100 User. KW -0602997, Ver 5.6.1, 25-Oct-2002 Steel Beam Desig Page 1 ib / Fb 0.984:1 0.000 (01963.2002 ENERCALC Engineering Software q;1041461engr104146 - cendant.ecw.Calculatio Shear 2.391 k Description STEEL BEAM SUPPORTING FASCIA Distributed Loads General Information Using: W10X19 section, Span = 20.00ft, Fy = 36.Oksi Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requirements q Steel Section: W10X19 End Fixity = Pinned- Pinned, Lu = 20.00ft, LDF = 1.000 Fy 36.00ksi -0.244 -0.308 Pinned - Pinned Load Duration Factor 1.00 Center Span 20.00 ft Bm Wt. Added to Loads Elastic Modulus 29,000.0 ksi Left Cant. 0.00 ft LL & ST Act Together 7.753 ksi Right Cant 0.00 ft ib / Fb 0.984:1 0.000 Lu : Unbraced Length 20.00 ft Shear 2.391 k 36.864 k Distributed Loads 0.000 tv : Shear Stres; 0.934 ksi 14.400 ksi #1 #2 #3 #4 #5 #6 #7 DL 0.170 Reaction @ Rt 2.39 1.89 kilt LL 0.050 k k/ft ' ST k/ft Start Location I Beam, Major Axis, UrT > (510,000 " Cb / Fy) ^.5 , Fb per Eq. F1 -7 ft End Location I Beam, Maior Axis, Fb per Eq. F1-8, Fb = 12.000 Cb Af / (I' d) ft Beam OK Static Load Case Governs Stress t Using: W10X19 section, Span = 20.00ft, Fy = 36.Oksi End Fixity = Pinned- Pinned, Lu = 20.00ft, LDF = 1.000 Center Defl. -0.308 in -0.244 -0.308 Actual Allowable 0.000 in Left Cant Defl 0.000 in Moment 11.954 k -ft 12.153 k -ft Max. Deflection -0.308 in 0.000 fb : Bending Stress 7.627 ksi 7.753 ksi Length /DL Defl 984.6 :1 0.000 ib / Fb 0.984:1 0.000 Length /(DL +LL Defl) 778.7 :1 ...Query Defl @ 0.000 ft Shear 2.391 k 36.864 k 0.000 0.000 tv : Shear Stres; 0.934 ksi 14.400 ksi 1.89 2.39 tv / Fv 0.065 : 1 k Force & Stress Summary <<- These columns are Dead + Live Load placed as noted ->> DL LL LL +ST LL LL +ST i Maximum Only 0 Center 0 Center Cants Cants Max. M + 11.95 k -ft 9.45 11.95 k -ft Max. M - k -ft Max. M @ Left k-ft Max. M @ Right k -ft Shear @ Left 2.39 k 1.89 2.39 k Shear @ Ri ht 2 39 k 189 239 k g Center Defl. -0.308 in -0.244 -0.308 -0.308 0.000 0.000 in Left Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in Right Cant Defl 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Defl @ 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction @ Left 2.39 1.89 2.39 2.39 k Reaction @ Rt 2.39 1.89 2.39 2.39 k Fa calc'd per Eq. E2 -2, K "Ur > Cc I Beam, Major Axis, UrT > (510,000 " Cb / Fy) ^.5 , Fb per Eq. F1 -7 I Beam, Maior Axis, Fb per Eq. F1-8, Fb = 12.000 Cb Af / (I' d) Section Properties W10X19 Depth 10.240 in Weight 19.09 #/ft r - xx 4.139 in Width 4.0201n I - xx 96.30 in4 r -yy 0.874 in Web Thick 0.250 in I -yy 4.29 in4 Rt 1.030 in Flange Thickness 0.395 in S -xx 18.809 in3 Area 5.62 in2 S -yy 2.134 in3 Z � w UO N O, W =', J 1- N LL W O} J U. Q; N d F=- _, Z �! Lu UJ D p: ,O -. O F_ W W' ILL 0 ' LLI Z i CO) U =. Z I CT €ngineering PLLC Title: Job# 'i80 Nickerson Street Suite 302 Dsgnr: Date: Seattle, WA 98109 Description v (206) 285 -4512 Scope f (206) 285 -0618 Rev: 560100 User, KW -0602997, Ver5.6.1, 25.Oct•2002 Steel Beam Design Page 2 (c)1963 -2002 ENERCALC Engineering Software q:1041461engr104146 - cendant, ecw. Calculation Description STEEL BEAM SUPPORTING FASCIA Sketch & Diagram e.2vbTVTIT�T� , JT'', 1► ; 1 I M T�T� 0.22k/ft Rmax- 2.391k Rmax- 2,391k Vmax (M loll - 2.391k Vmax Q rt - 2.391 k February 10, 2006 RECEIVED Brenda Holt FEB 13 2006 Permit Center City of Tukwila PERMIT CENTER 6200 Southcenter Boulevard Tukwila WA 98188 Re: Temporary Certificate of Occupancy Request Cendant Car Rental TI — Permit #04 -402 / 05 -012 15820 Tukwila International Boulevard Tukwila WA 98188 Dear Brenda: We are respectfully requesting the issuance of a Temporary Certificate of Occupancy (TCO) for the above facility. ' We have encountered weather delays (cold weather and rain) that have affected our ability to complete all-of the project to meet Cendant's move -in date. We have completed almost all of the project subject to the following items: • Exterior painting • Landscaping (85% complete) i • Site lighting We expect to have all of the above items completed and ready for final inspection within the next couple of weeks pending weather. We have worked closely with all of Ahe City's field staff to satisfy needed corrections and fulfill all life safety requirements. Cendant Car Rental is under pressure to move from their current facilities i because of lease arrangements with current facilities. The Issuance of a TCO will allow Cendant Car Rental to move in and become operational at the facility while concurrently we move ahead to complete the balance of the project. Please contact me if there are any questions. We would like to have an inspection for the TCO on Monday, February 13 if possible. Thank you for your consideration. i le ly, inn cc. Greg Harrison — Cendant Car Rental Mike Lancaster — Sterling Realty Organization Michael Aippersbach One Lake Bellevue Dr„ Suite104, Bellevue, WA 98005 • RO, Box 2137, Redmond, WA 98073 -2137 v: 4 25,898.1688 • f: 425.898.0885 Z Z , 0 0 ' 0 CO) X: J � cn LL, W0 �Q cd =w z� F-o Z F-: �o O co: o �. W L U N' O Z a CONSTRUCTION, LLC d: � K September 2, 2005 !k l' BDA SLUNK DEMA ^rTEI ASSOCIATES INC Mr. Allen Johannessen City of Tukwila Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 CITY OF TUKWILA SEP 16 2005 PERMIT CENTER Re: Building Permit Plan Review — Second resubmittal Cendant Car Rental Group (D05 -012) Site Improvements and Administration and Maintenance Building Exterior Modifications Dear Mr. Johannessen: As requested in your review with Chinn Construction on 9/1/05, this letter is written to address the recent project changes to this permit submittal and the drawing locations of these changes: 1) Revised the new Quick Turnaround Facility by moving building, canopy and above ground fuel tank approximately 20' north away from S. 160 Street; deleted one car wash and men's and women's toilets, revised the fuel island layout from 4 "toll- booth" islands (4 horizontal positions, one island deep) to 4 "tandem" islands (2 islands wide and 2 islands deep) and reduced the exterior storage room on the west end of the building: A) Revised architectural plans: see sheets A1.1, A22.1, A23.1 and A26.1 B) Revised civil plans: see sheets C6A, C07 and C08 C) Revised structural plans: see sheets S2.0, S3.0 and S4.0 D) Revised landscape plans: see sheets L1.3 and L2.3 2) Maintenance Building: A) Deletion of free - standing metal canopy east of Maintenance Building: 1. Revised architectural plans: See sheets A1.1, A2.1, A2.1A, A2.1 B, A2.2, A3.1, A3.2, A6.1 A and A6.1 B 2. Revised civil plan: See sheet CO5 3. Revised landscape plans: See sheets L1.2 and L2.2 B) Deletion of mechanical fence on top of the Maintenance Building: see sheets A1.1, A2.2, A3.1, A3.2 and A13.2 C) Deletion of exterior accessible ramp and stair at the southeast corner of the building as previously discussed: see sheets A1.1, A2.1, A2.1 A, A3.1, A3.2 D) Moved exit door from Breakroom (122) from west side to north side of room: see sheets A2.1, A2.1 B, A3.1 and A6.1 B. INCOMPLETE �,�EVISION NO,- ■ 1555 BAYSHORE HWY #300 BURLINGAME CA 94010 TEL 650 692 9911 FAX 650 692 0181 r i 0 n Z J U UO C o U) J �.. 52 u„ w 4a �. U. Nd =w Z �. Z �5 U� O N. off W W; U_ O: U CO `O ~ Z.. 1 City of Tukwila September 2, 2005 Page Two of Two 3) Moved guard booth and associated chain link fence and guard rail approximately 10' towards S.160th Street: A) Revised architectural plans: see sheet A1.1 B) Revised civil plan: see sheet C06 C) Revised landscape plans: see sheets 1-1.4, 1-1.5, L2.4 and L2.5 4) Changed Administration Building's canopy fascia finish of north elevations from metal to plaster: A) Revised architectural plans: see sheet A1.1, A13.1 and A13.2 B) Revised structural plan: see sheet S6 5) Addition of security camera locations: see added sheet A1.1 E and sheets A6.1 A, A6.113, A16.1 and A26.1 Please see the attached letter dated 8/10/05 from the City of Tukwila Department of Community Development allowing these construction plans to deviate from the previously approved design review application #L04 -064. We believe that this information and our attached revised drawings appropriately address all of the changes. Please advise immediately if you require any additional information, modifications or clarifications to our permit response package. We look forward to completing this project with the City of Tukwila. Very truly ours, 3. t' Chandler S. Eason III AIA Vice President cc: Karl Westerman, Cendant Glen Takagi Rick Wyble, CT Engineering Lou Larsen, Pacific Engineering Design, LLC Kevin Chinn, Chinn Construction Encl. Four full sets of plans enclosed per Sheet Index on A0.1: Revised architectural plans dated 7/29/05 f Revised structural plans dated 8/17/05 Revised landscape plans dated 7/29/05 ! Revised civil plans dated 8/8/05 z i� W D JU UO N o W LL wO �a �cf �w Z H. M U N , o _ o� W w. =U W F" ed Z. U N P Hf O z... . Z Z �W Q 2 WD J U. UO NO J CO) LL W O � LL Q N� = d. �W Z I- O Z �- W Dp U O Co . D F-. WW LJ ~ FU!- .: Z W CO P _. O� Z fAS 4. You have proposed removing the metal fascia and replacing it.with a.plaster finish. Staff has 'no objections to this modification. 5. Staff has no objection to removing the canopy on the east side of the building, However, since the west side of the maintenance building will be visible From International Blvd, staff will not grant a minor modification to remove the canopy on the west side of the maintenance building. z Z u�D 'U O M 0: W= J CO LL� W O' J LL Q: S CI Z H O z !-'- U� O VI O H;. W W` AL W Z! U N: O Z i • �� r 1908 September 8, 2005 77 7 city of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Chandler Eason Blunk Demattei Associates 1555 Bayshore Hy, #300 Burlingame, CA 94010 RE: Letter of Incomplete Application # 1 — Revision #1 Development Permit Application D05 -012 Cendant Car Rental — 15820 Tukwila International BI Dear Mr. Eason: This letter is to inform you that your revision to you permit received at the City of Tukwila Permit Center on August 31, 2005, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Building Department: Allen Johannessen, at 206 - 433 -7163, if you have questions concerning the following: 1. Submit a letter clarifying the scope of work per telephone conversation with Kevin Chinn. Please address the above comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. cerely, rends Holt, Permit Coordinator Enclosures File: Permit File No. D05 -012 PABrenda\D05 -012 — incomplete Itr #1 — rev 91.doc t bb ,i 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 • Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Z "j J U; U O N 0. UW J =' H: CO) LL W � J , LL a N D. a i=-- _ ? f— I— O Z I—.. Dp U O W W L 0. Z W CO) Z May 17, 2005 Ms. Stephania Spencer BDA BLUNI: Di MATTEI ASSOCIATES INC Mr. Ken Nelsen CORRECTION Mr. Allen Johannessen Mr. Brandon Miles LTR# Mr. Dave McPherson City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RECEIVED CITY OF TUKWILA MAY 2 6 2005 PERMIT CENTER Re: Building Permit Plan Review — First resubmittal Cendant Car Rental Group (D05 -012) Site Improvements and Administration and Maintenance Building Exterior Modifications City of Tukwila: This letter is written as requested to address the permit issues noted in your 4/14/05 letter and attached memos. Our response to each item is in Italics following the text of your letters: Building Division Review Memo dated 1/24/05: 1) Provide a completed summary sheet for the exterior building lighting and the parking lighting in compliance with W.S.E.C. section 1513 & Section 1532. Summary sheet for exterior and parking lot lighting to be completed and submitted by Chinn Construction's design -build electrical engineer. 2) In reference to previous correction notice letter per Ken Nelson dated Jan 12, 2004, permit #D04 -402 (see item below), item (1) shall be included with the exterior scope of work for this permit (D05 -012). Item #1 from permit #D042 -402 1. Regardless of the existing Administration buildings insulated or un- insulated condition, the following improvement to its envelope are required. A number of existing exterior glazed egress door are located where new offices and other rooms are to be constructed. Because of the H.V.A.C. needs to these new spaces, Energy Code complying glazed wall systems or conventionally insulated frame in -fill walls will be required to replace the glazed door openings. The rooms under consideration are: #223, #221, #220, #242, #241 and #240. (Consult with the Planning Division regarding any BAR considerations.) Sheet Al2.1 has an added note that states "Note: Existing doors as indicated (9 total) shall have the following Pemko products installed to comply with Energy Code: heads and jambs: Pemko S88C, meeting stile: Pemko 357SP with S88C, Door bottom: Pemko 321 CN." Another note has been added for the balance of the existing storefront doors that states "Remove (E) doors & install (N) anodized aluminum storefront windows to match (E): Comply w /(N) 'R' values as req. by WSNREC Energy code (typ of 10)." ■ 1555 BAYSHORE HWY #300 BURLINGAME CA 94010 TEL 650 692 9911 FAX 650 692 0181 ■ Z '~ w 2 D LY U O. v CO co H u_. w O 9 -1 U_ ¢ N d =w Z �. t— O: z�_ U� 0— o �_ w u. O w z O Z �.T May 17, 2005 Ms. Stephania Spencer BDA BLUNI: Di MATTEI ASSOCIATES INC Mr. Ken Nelsen CORRECTION Mr. Allen Johannessen Mr. Brandon Miles LTR# Mr. Dave McPherson City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RECEIVED CITY OF TUKWILA MAY 2 6 2005 PERMIT CENTER Re: Building Permit Plan Review — First resubmittal Cendant Car Rental Group (D05 -012) Site Improvements and Administration and Maintenance Building Exterior Modifications City of Tukwila: This letter is written as requested to address the permit issues noted in your 4/14/05 letter and attached memos. Our response to each item is in Italics following the text of your letters: Building Division Review Memo dated 1/24/05: 1) Provide a completed summary sheet for the exterior building lighting and the parking lighting in compliance with W.S.E.C. section 1513 & Section 1532. Summary sheet for exterior and parking lot lighting to be completed and submitted by Chinn Construction's design -build electrical engineer. 2) In reference to previous correction notice letter per Ken Nelson dated Jan 12, 2004, permit #D04 -402 (see item below), item (1) shall be included with the exterior scope of work for this permit (D05 -012). Item #1 from permit #D042 -402 1. Regardless of the existing Administration buildings insulated or un- insulated condition, the following improvement to its envelope are required. A number of existing exterior glazed egress door are located where new offices and other rooms are to be constructed. Because of the H.V.A.C. needs to these new spaces, Energy Code complying glazed wall systems or conventionally insulated frame in -fill walls will be required to replace the glazed door openings. The rooms under consideration are: #223, #221, #220, #242, #241 and #240. (Consult with the Planning Division regarding any BAR considerations.) Sheet Al2.1 has an added note that states "Note: Existing doors as indicated (9 total) shall have the following Pemko products installed to comply with Energy Code: heads and jambs: Pemko S88C, meeting stile: Pemko 357SP with S88C, Door bottom: Pemko 321 CN." Another note has been added for the balance of the existing storefront doors that states "Remove (E) doors & install (N) anodized aluminum storefront windows to match (E): Comply w /(N) 'R' values as req. by WSNREC Energy code (typ of 10)." ■ 1555 BAYSHORE HWY #300 BURLINGAME CA 94010 TEL 650 692 9911 FAX 650 692 0181 ■ Z '~ w 2 D LY U O. v CO co H u_. w O 9 -1 U_ ¢ N d =w Z �. t— O: z�_ U� 0— o �_ w u. O w z O Z City of Tukwila May 17, 2005 Page Two of Three Planning Division comments dated 4111/05: } 1) The site map submitted (A1.1) does not match the site map that was approved by the BAR. Provide the same site map with this building permit application. Site plan, sheet A1.1, has been revised to match the site plan approved by the BAR. i 2) Revise all architectural sheets to reflect the plans that were approved by the BAR. All architectural plans have been revised to match the plans approved by the BAR. rj 3) The landscaping sheets need to be revised to reflect final plans approved by staff as part of the BAR Decision. Revised sheets were submitted by Michael Aippersbach on April 8, 2005. Note that once ' the plans are approved they must be submitted with this building permit application. t 7 Landscape drawings have been revised to match the plans approved by the BAR. y . i 4) Comply with conditions one, three and four of the BAR Notice of Decision issued March 28, 2005. 3 Conditions one, three and four of the BAR Notice of Decision have been completed. i City of Tukwila Public Works Department memo dated 3116/05: i t Pacific Engineering Design, LLC, Cendant's civil engineer, have addressed all comments in the revised civil plan sheets. Bulletin A2 Type C Permit Fee Estima Plan Review and Approval Fees due with Application: This form will be completed by Chinn Construction, general contractor for Cendant. r } z 'a �w Q � UO. N o: J � Ow. w O: 1 5: wQ (n = d. �. w. Z Z O. 2 5; D O V'. o H; w LL~ Z H =: 'O F " Z 0AWN .5 City of Tukwila May 17 2005 Page Three of Three We believe that this above information and our enclosed four sets of revised drawings as noted below appropriately address all of the City of Tukwila's comments per your letters. Please advise Immediately if you require any additional information, modifications or clarifications to our permit response package. I We look forward to completing this project with the City of Tukwila. Very truly yours, 7 • Chandler S. Eason III AIA Vice President I cc: Karl Westerman, Cendant i Michael Lancaster, SRO Michael Aippersbach Glen Takagi Rick Wyble, CT Engineering Lou Larsen, Pacific Engineering Design, LLC Kevin Chinn, Chinn Construction Encl. Four full I sets of plans enclosed per attached Sheet Index (delta one plans bubbled are added sheets): I Revised architectural plans: delta 1 dated 5/10/05 Revised structural plans: delta 1 dated 5/12/05 ! Revised landscape plans: delta 1 dated 4/26/05 Revised civil plans: delta 1 dated 4115/05 a i 1 I 5 ( 1 1 _ 1 �r /a1 April 14, 2005 1 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Chandler Eason Blunk Demattei Associates 1555 Bayshore Hwy., #300 Burlingame, CA 94010 RE: CORRECTION LETTER #1 Development Permit Application Number D05 -012 Cendant Car Rental Group, Inc. —15820 Tukwila International Boulevard . Dear Chandler: This letter is to inform you of corrections that must be addressed before your development permit(s) 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 Building, Planning and Public Works Departments. At this time, the Fire Department has no comments. Building Department: Allen Johannessen, at (206) 433 -7163, if you have questions regarding the i attached memo. Plannin�Department: Brandon Miles, at (206) 431 -3684, if you have questions regarding the attached memo. Public Works Department Dave McPherson, at (206) 431 -2448, if you have questions regarding the attached memo. 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 Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be wade Corrections /revisions must be made in person and will not be accepted throughand will not be accepted through the mail or by ache mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl Z �w u�D J U. C.) 0 C l) 0, CO) N LL� W �� u_ Q = CI E- w zP 1- O Z 1— W �p U W w; F- U' u' O; Ill Z U N' Z xc: File No. D05 -012 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 , Fax: 206 - 431 -3665 i Building Division Review Memo Date: January 24, 2005 Project Name: Cendant Car Rental Permit #: D05 -012 Plan Review: Allen Johannessen, Plans Examiner i A Building Division plan review has been conducted on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. 1) Provide a completed summary sheet for the exterior building lighting and the parking lighting in compliance with W.S.E.C. Section 1513 & Section 1532 2) In reference to previous correction letter per Ken Nelson Dated Jan 12, 2004, permit # D04- 402 (see below), item (1) shall be included with the exterior scope of work for this permit (D05- 012). Item # 1 from permit # D04-402 1. Regardless of the existing Administration buildings insulated or un- insulated condition, the following improvement to Ws envelope are required. A number of existing exterior glazed egress door are located where new offices and other rooms are to be constructed. Because of the H.V.A.C. needs to these new spaces, Energy Code complying glazed wall systems or conventionally insulated frame in fill walls will be required to replace the glazed door openings. The rooms under consideration are; #223, #221, #220, #242, #241 and #240. (Consult with the Planning Division regarding any BAR considerations.) Should there be questions concerning the above requirements, contact the Building Division at 206 -431 -3670. No further comments at this time. • Page 1 Z 1? �W JU U O. CO o` Ui J � W LL: W O J, U- j W Co z �.. F O Z f- � o` U o CO `o E- , W W LL H U: F- ui Z. U N O Z ILA, ............... .. k : f City of Tukwi 0 la Steven M. Mullet, Mayor y Department of Community Development Steve Lancaster, Dtrector .... ............ 1908 PLANNING DIVISION COMMENTS DATE: April 11, 2005 'CONTACT: CHANDLER EASON RE: D05-012 ADDRESS: 15820 TIB The Planning Division of DCD has reviewed the above pen application that were submitted on January 11, 2005. Planning has provided the following comments on the project. In order to have the permit approved the following revisions/corrections need to be made. 1. The site map submitted (Al. 1) does not match the site map that was approved by the BAR. Provide the same site map with this building permit application. 2. Revise all architectural sheets to reflect the plans that were approved by the BAR. 3. The landscaping sheets need to be revised to reflect final plans approved by staff as part of the BAR Decision. Revised sheets were submitted by Michael Aippersbach on April 8, 2005. Note that once the plans are approved they must be submitted with this building permit application. 4. Comply with conditions number one, three, and four of the BAR Notice of Decision issued March 28, 2005. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax. 206-431-3665 z Fz � LU D" -3 C.) O� CY CO) U1 W LL� 0. W. X ! 0 ,z W UJ. 5: 0 W LLJ x CY Z� w CO. 0 0 y r Y# CITY OF TUKWILA � PUBLIC WORKS DEPARTMENT `s REVIEW COMMENTS j1 DATE PROJECT: PERMIT NO March 16, 2005 Cendant Car Rental Group 15820 Tukwila International Blvd. D05 -012 PLAN REVIEWER: Contact David McPherson at (206) 431 -2448, if you have any questions regarding the following comments. 1. Complete and provide a Permit Fee Estimate sheet for use by Public Works. Include estimate of cut and fill quantities. 2. Construction of access road at South 160 Street is within City of SeaTac right -of -way. Coordinate with City of SeaTac regarding permit approval and construction. 3. Provide copy of executed maintenance agreement for the proposed water quality Storm Filter, manufactured by Storm water Management, Inc. 4. Existing catch basin 54, LF South of CB #3 should be labeled (w/ solid locking lid). To raise existing CB to new grade, install Type 2 barrel section. CB rim is changing from 350.04 to 354.00, approx. 4 feet. I PEHMI7 COORO COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -012 DATE: 05 -10 -06 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete ❑ Comments: PROJECT NAME CENDANT CAR RENTAL GROUP, INC. SITE ADDRESS 15820 TU KWI LA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 4 After Permit Issued Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06 -08-06 Approved d Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documenistrouting slip.doc 2.2M2 Planning Division ❑ Permit Coordinator ❑ DUE DATE: 05-1 z �Z JU 00 � O W= J �. S2 U. w 0 9 � U- = CO �. w z zO w Uj �o O N` �H .w w U- O. w z z DEPARTMENTS Building Division ❑ Fire Prevention am M %� L (i , C I , � '4 jt! 9 aj MI G SIP u1�u PLAN RB11 BIV/FZO U T1 N G suP ACTIVITY NUMBEF: D05 -012 DATE 03/10/06 PROJECT NAME Cendant Car Rental SI TE AD D REST 15820 Tukwila International BI Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 3 After Plermit Is Issued DEPARTMENTS& Building Division ❑ Fire Prevention ❑ Planning Division ❑ Pub ' o s -0Y Structural ❑ Permit Coordinator IN DETIBWINATION OFCOMPMENEM (rues., Thurs) DUEDATE 03/14/06 Complete Incomplete ❑ Not Applicable ❑ Comments lbrmit Center Use Only INCOMPLETE LETTER MAI LED: LETTER OF COM PLETBN E'SS MAI LID: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials TUBSITHURSROU ING: Please Route Structural Review Required ❑ No further Review Required ❑ REVISIIVBR S INITIALS DATE APPROVALS OR CO RRBCTI O N D U E D ATE 04/11/06 Approved Approved with Conditions[:] Not Approved (attach comments) ❑ Notation: REVIVERS IN ITIALS DATE Flermit Center Use Only CORRECTI O N LETTER MAI LED: Departments issued corrections Bldg ❑ Fire ❑ Ping ❑ Pw ❑ Staff Initials Documsntslrouting dip.doc 2-28-02 z W W 5 00 CO) 0_ CO) LLI J X DU- wO 9-1 LL ¢ cf) - _. z t-- F- O z E- w U N w LL O ti z U =, O Z I PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -012 PROJECT NAME CEN DANT CAR RENTAL SITE ADDRESS: DATE: '09- 28-05` 15820 TU KWILA INTERNATIONAL BL Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # X Revision # 2 After Permit Issued DEPARTMENTS Buil g Division Pub Works 01, n Fire Prevention Structural ❑ Plann i g Division d Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 09-29-05 Complete ❑� Incomplete ❑ 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 ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: — 1 APPROVALS OR CORRECTIO DUE DATE: 10-27-05 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documenlshouling slip.doc 2 -28 -02 Z � z �w J U UO (0)o wz J I. S2 U. w agEi LL Q S2 a = w Z t- O Z I-- 5. U� O N; o �- = w: LLi z, O f- Z k PERMIT COORD COPY'` PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -012 PROJECT NAME: CEN DANT SITE ADDRESS: DATE: 09 -16 -05 15820 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # Revision # I After Permit Issued DEPARTMENTS: �a7 G� 13uJ4VDiv1 ion Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 09 -20-05 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit.Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route d Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required ❑ DATE: APPROVALS OR CO RRECTIONS : DUE DATE: 10-18-05 Approved Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ocument routing sip. oc z Z JU UO C0 LU J f LL ,w O: 2�: J LL Q = F. W Z I— O z� 5. o tn. o t– Lu W. O. l.l Z l CO z PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER D05 -012 DATE: 8 -31 -05 PROJECT NAME CENDANT CAR RENTAL SITE ADDRESS 15820 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # 1 Revision # X I After Permit Issued DEPARTMENTS A pM o - k n 05 510 *vc, q -tz'o� gq_o Buhl Fire Prevention (� Planningsion ' Divi x°11 Publ'c orks OL Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 9 Complete ❑ Incomplete ❑� Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: ' LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg I Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS DUE DATE: 9 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing sllp.doc 2.28 -02 z �D. JU UO C 13 J = H C0 L W O J LL to =w ? t- WO LLj D o. o COX 13 w w tL O. til z' CO) H H. Z li! PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -012 DATE: 05 -26 -05 PROJECT NAME: CENDANT CAR RENTAL GROUP SITE ADDRESS: 15820 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after /before permit is issued DEPARTMENTS' ol Build' 4iv 4 on Fire Prevention ❑ Pla ng Division 1!1 Public ll1(orks �50 � $ � Structural El Permit Coordinator x V r DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05 -31 -05 Complete I Incomplete ❑ 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 R TING: Please Route Structural Review Required REVIEWER'S INITIALS: C APPROVALS OR CORRECTIONS DUE DATE: 06 -28 -05 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY DocumenWrouling sllp.doc 2.28 -02 ❑ No further Review Required DATE: z Uj � JU cU 0. CO 0 CO W J = S2 U_ W O 9 _ U� = a: �w z �. Z� 2 5 ;O CO w W. u. O, w z co O z PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D05 -012 DATE: 01 -11 -05 PROJECT NAME: CENDAN CAR RENTAL GROUP SITE ADDRESS: 15820 TUKWILA INTERNATIONAL BLVD X Original Plan Submittal Response to Incomplete Letter # ,Response to Correction Letter # Revision # after /before permit is issued DEPARTMENT - Buildir Di islon [! Fire Prevention I] Planning Division PuWorks %, K Structural r Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01 -13 -05 Complete I Incomplete ❑ 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 R UTING: Please Route 7 Structural Review Required REVIEWER'S INITIALS: FN APPROVALS OR CORRECTIONS Approved ❑ Approved with Conditions ❑ Notation: DUE DATE: 02 -10 -05 Not Approved (attach comments) REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: h/-/SZ-OS Departments issued corrections: Bldg Z Fire ❑ Ping PW VS Staff Initials: Sa DATE: PE.-IR 18 COO RD COPY Documents /routing sllp.doc 2 -28.02 [1� No further Review Required DATE: 6 z �: z: LU 00' U) o co Uj J F=- �LL w O. U . co D = +... w z 3: z 0 W LU �o O� Q F- Ww H LL _ O: Z. UN O z PROJECT NAME: PER)"Y1!T NO:. Site Address: —1 ,.,t, - - -- Original Issue Date: (> – REVISION LOG Revision No. i Date I Staff i Date - Staff Received i Initials ( Issued Staff Summary of Revision: oft V S 8" V 015 V I dys 1. ole- U ------- Received By: (please print) (please print) Received By: MftlAl (please print) Revision No. Date Received Staff Stan I Initials I Date I Issued Staff i Initials U ' iO O& I A I v3 1 15 If I. w Summary of Revision: ne J10 f o �t'c�, � 'r fP ly° —Y Revision Date Staff Date Staff No. I Received I Initials I Issued I Initials (please print) Revision No. ( Date Received i Staff Initials I Date I Staff Issued j Initials Summary of Revision: Received By: (please print) t4 !� n.:, .t' .�:.t,.: �...N1ti:;u.��..; <,l..ra5.u,:..a.�:i.a ,i:�'tb::, ;etis�':b: tr bk;;dau•:S y� uM i ,.ev,.:�:rti�4.coa• ✓, wN .iv7.Yrs�.4;6F...�:w.ar..v:.t. :Urt'. +,�1"rc"'i, u iY:NfiL" I z w w QQ JU U 0 CO) H NW WO LL Q co ) = �W Z� I— O z I—. W W U1 ON O 1— W W LL —0 .. z W CO) H =. O f- z MAY 10 '06 09: 40AM TUIe'- TLA DCD /PW City of Tukwila DopoRanenl of Communle Dos 6300 souftmtet Boulevard, suite 11100 Tukwila, Washi om 96188 Phone : 106.431 -3670 Fax. 206. 431 -3665 Web late. hWzff ►ww.gg.&twd&wa jU -�. P. 2 Steven M. mallet, Mdwor Steve Laneoter, Dlreobr Date: 5 z)/ b 6 Pine Cheek/Permit Number: b 0 S - b l Z Response to Ineamplato Lou b Response to Correction Letter # Cn'y IVW � Revision 0 -�— after Permit is Laced MAY 1 p ❑ Revision requootod by a City Building Inspector or Plane Examiner c 006 +'Epmr CE MER Project Name: •. C6 WOAyr Project Address: 4) 7 K L016A 1 v rEx - ILI 4 •r!0 nl 4e. gj.UD Contact Persoar L oo L A 2 s En/ Phone Number: - (9- b w) 1 -13 - `7 `I 1 70 Summary oriterision: fl-Dt9E0 sheet Number(s): 0/ 49 A .- y COP j e -s - "Cland" or liisbltlrf all area of revision ineladinb date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on t - - V 4d, aaonsvnrm -sippitasuons on iinownvision suomicu Otged: 1143.1004 Aawlwd: Z W iY 2 D J U UO CO 0 : W= J �- Se LL w O: LLQ co �. = CO, �W Z �- o W f- �o U O� 0 i-- WW u-- O z UN O Z Revbn'oq submkosk +nwo be- irMirnllteai In person at the perin& Center, 1 tovk1eni will no# be accepted thro&Th the nrdl, jk% eia: i� City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: htta : / /www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director SUBIVIITTA� Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3 —f O — Plan Check/Permit Number: J E - ` " ©r r — ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # -3 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: o�— Project Address: 1 2 d KW 1_f I �. /� �iV � Contact Person: , 1 002�t w Phone Number: a6 Summary of Revision: QrtY OF TUKW LA MAR 1 0 2006 Sheet Number(s): C C� "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on 031 pp ications orms -app ications on me\revision submittal Created: 8 -13 -2004 Revised: s t� Z Z W JU U O U) o W= J � CO 11 WO IL �d =W z� ZO W 2 D Dp U N, O W O. wZ L) Z a City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: h1W: 11www.ci.tukwila.wa.us Steven M. Mullet, Mayor Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: S - 0 12- ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # AECSIM Revision # after Permit is Issued OF ALA ❑ Revision requested by a City Building Inspector or Plans Examiner SEP 2 8 2% �PEAMIT CENM11 Project Name: Project Address: Contact Person: 6-�xlt C' �� �- I`-1 Phone Number: �`� l 8. 16 1`R' Qzuv"Vmft V our Qnviainn• Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision i Received at the City of Tukwila Permit Center by: t ❑ Entered in Permits Plus on pp ications orms -app nations on lineVevision submittal Created: 8 -13 -2004 Revised: r Z iF Z . W U (D o. CO LU W = CO LL W O LL ¢ co = W z �. 1— O z 1-- WW U� O � W W LL W U =. O t ' - z f City of Tukwila S teven 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 Web site: http: / /www.ci.tukwila.wa.us L VISYON Y� Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: - Response to Incomplete Letter # R_ ,A,) t ,�, l ❑ Response to Correction Letter # Revision # "T� after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: 1� (.I1� tJ o Phone Number: - 12 Summary of Revision: )6L � PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: A"" Entered in Permits Plus on c /( pp ications onns -app ications on line evasion submittal Created: 8 -13 -2004 Revised: Z �Z JU U CO) J= H CO) LL w 0 J LLD � =w z� �0 Z t- Dp O N, 3 H WW O. w z CO O Z iHECEivED oft OF- TdiMnu i I 1 { 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 Web site: httn: / /www.ci.tukwila.wa.us ON t _ REVISI SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: l �L Plan Check/Permit Number: ❑ Response to Incomplete Letter # Response to Correction Letter # Revision # I after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: �`��`� 1 f Project Address: rrQQ Contact Person: I �la-1 Phone Number: Z r �n 9) Summary of Revision: 1'1'1 Q- : � I S► ITY OF TUKMLA G 3 1 2005 Sheet Number(s): PERMIT CF =cR "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: � Entered in Permits Plus on g I \applicationsUorms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Z SZ '~ W Q 2 D 0 CO o. W= J � N LL W O LL Q. �D = d. �W ? t ' Z F- �C3 ON O H- W -O .. Z W CO t= H z 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 Web site: hO, 1 1www.ci.tukwi1a.wa.us REVISION SUBMITTAL =` t; { Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: uG Plan Check/Permit Number: �� �" l-2 ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: �� �1 C- Project Address: ► V ILW �-O %1"yD, Contact Person: ° I f,a Ct+) ago Phone Number: Summary of Revision: L5 77> RECENED CM OF T11K1ML M r+v PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: a Entered in Permits Plus on pp ications orms -app ications on lineVevision submittal Created: 8 -13 -2004 Revised: z w �U L) 0. CO o CO Ui J F=- CO LL w O L L S2 a = W F- _ z F... H- O' z �- �5 L) O � � h- w w . LL O iii Z: U =. O F.. z Look Up a Contractor, Electrician or Plumber License Detail 1 y , j Pagel of 3 Topic Index Contact Info ' � Search Home Safety ti Claims & Insurance Workplace Rights t! Trades at Licensing Find a Law or Rule i , Get a Form or Publication. Look Up a Contractor, Electrician or Plumber ..�....... . ..... ...... ._..._,. _.._...... ._.._...rv._._..�.�._......_�.., _...v...__�._w....� �.�_... __ _ _...._ . _ w..r.__._,. _ _, General /Specialty Contractor A business registered as a construction contractor with L£tl to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. License Information License CHINNCLOOODS Licensee Name CHINN CONST RUCTION LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602019515 Verify Workers Comp Premium Status Ind. Ins. Account Id Business Type LIMITED LIABILITY COMPANY Address 1 P 0 BOX 2137 Address 2 City REDMOND County KING State WA Zip 980732693 Phone 4258981688 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 3/10/2000 Expiration Date 3/5/2006 Suspend Date Separation Date Parent Company Previous License { Next License Associated License Business Owner Information 9 x i , Z Z W: J U; .0 O � 0 W = N W O' u_ ¢ = d. W, F- O Z 1—: O ,o f-'. W W AL F' —O Z . U � O H: .Z i https:H fortress .wa.gov /lni/bbip/Detail.aspx ?License = CHINNCLOOODS 06/28/2005 REVISIONS: ADDED SIDEWALK DRAINS AT QTA. 05- 10•-06 ENM A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4 SEC. 22, T. 23 N., R. 4 E., W.M. __ RIM 52.0 (RAI RI MA TC 4?ADE) �� \'` INV.= 5 (1 N) \ \ \ I INV. =343. 1 .12 "C C. INV. =349.0 6 7 1N '� 1 � � � 'r ! 3 .9 ' X\ QTA FRDOF= DRAIN CLE ANOUTS 55. �� ;� / \ �(� TWIG SIDEWALK DRAINS SHOWN ON THE WEST SIDE OF r` wi irrrnirr��r a THE QTA WILL BE CONNECTED INTO VERTICAL CLEANOUT r f - r c. r \ ;fir W►.• V _ i ( x t 11 RISERS FOR R OOF DOWNSPOUTS. THE CLEANOUTS ` C� CONNECT TO THE OVERALL DOWNSPOUT TIGHTUNE I SYSTEM FOR THE QTA WHICH IN TURN CONNECTS TO EX.1 TREES K THE EXISTING CB EAST OF THE FUELING AREA. TD /9E REMOVED x 1 �I SA UT LIN� n . ; OU � DEMOIJ DE LI I OF / I OLF 12 ff ST - - - - - -- - - t of P tr !tits f \ STALLS 357. / r r CU POISID E AL N \ ' CONNECT TO E.VST11vG CO. \ \ � ,, � � � � � �; , 8.5' x 16' STORAGE (rte y DE OU n \ ,. �, j •) I I \ SPOT (TYP) 11 \ I/ . -� n , r- i�� a 1 t t I r CURB Vi t \ / \ 20' WIOE ACCESS ROAD AMP c p / x u• 230 LONG oil 7"o 2 ( I �I �i / ��� , SAWCUT H = 4.6,Q SF 1 � i 11 \ \ =� \ i � } ; -.` EXISTING i , , .8 / ' i I '+ r;. \ 11 PA YED STORAGE FOR 22 CARS ml Qffl SF 101 SA T MA T EX. TREE�''"�'., + - car I) EX. TREES EX! TING RA - TO BE REMOVED -� TO BE REMOVED TOTAL NEW PAVING Z¢pQ SF E / RIM =351. V. IN=347.0 r , C . PROPOSED 6" ST r -' r r l F� \ \ + DED RB .011 DOWNSPOUT �� C f t nGH TUNE ) � \ t o � , � �\ � ; � � � � � + �, CB,{3 (TYPE Il, 48 " 0) 1 �i \ , \ \ \ + W/SOL ID LOCKING LID " 1. \ i� I r'c,► r \ a tJ \ _ RI =351.8 ` / \\ cn� \ + ` INV: =341.59(W & S) s ►`> IN = .40(N) NEW A.C. + r � I 1 356.2 \ \ PAVEMEN \ _ CURB SLOPE THIS AREA AT 2:1 TO 35 , , S� " \ � EXISTIN OR OD D 1.5-2 FOOT i 4 -- R �\ OOF DRAIN C.O. HIGH GARDEN WALL AT Wait pr rr,3riho I i Cs�E NOTE ABOVE ) 'C' CONTRACTOR'S DISC.1REnay. PRE - WASH , 'EX. TREES \ 352.0 n r~ -' _K TO BE REMOVED Ov e r r n g �, cn I - __, CB0, (� , E li 48 _M) r ►. \ ' PR W /SOLID LOCKING bb t �� t' 1� 10X RAMP W /5X J l < - o, i 3,�.�. � \ 352.2 � � �- v (r 0 ? CON FUEL RIM =354.7 TRANSInON EACH ENO } cal rm;, TAN PAD -- 1NV. =341.98ftNW \\ 7, t r , `j` a RETAIN114G �E W ► A 1.11 inL E �� I �•�,� /. CONNECT � �, GILLIA � I \ � • � �� H , � MALLS M CREEK w TO EX. 12" CoNC. 4 , 1 ... 6. ) ' 35.2 \ \ ' A�iA T H ... , c� , c�., + t 31LF PVC c 4. + 1 ��o,� �, • \ ,,� - - _ ��_► O It IN. � 9 ' 953. 35 .6 ABANDON PORn \ 354.1 T'� ARE DRAT \ +/ _ 56.2 RIM �.PF EX. 12" STORM o f, t 01, \ .356.7 NEW QTA FACILITY / s igr •y�j f / l i , 356.2 \ , ` (FUELING BAY) c4 \` RAISE RIM' + I 356.2 TO 350.0 +, •� - ��' 2%. \ I 3 PVC F _ 356. I 1 MIN. PROPOSED ACO DRAIN 364.7 w a , AREA AIN S100K TRENCH DRAIN SYSTEM. y RIM= . I N SEE SHEET CO \ A l �` � � , 350.0 - �, +'' , � c EBUILD PIPE , r s . 1 4 \ \ 350. - - I `` \ \! A TCH S G OUTLET/1NCORPAI INTO RETAINING ! - WASH) - 355 \ \_ t ,� WALL 56.20 67 I �: 354.1 LA ;; ;- I R I ��' DR - -- - -�.: C. 0. I 356.2 ST EXISTING FRAAdE AND f 155 LF CONC. , ( NOTE I EXTRUDED CU t ; A 7E TO FINISHED GRADE ABtE R T) I 353.0 ��,� r ! MM= 350.55 -- - - i 6 PVC DO*WSPCkJT 71GHTUNE lNY. =340 95 (12'7V) i (CONNECT TO E X ` CB AS SHOWY) "`� `'� + I PVC TO BE AST1W 3034 53.5 SDR 35 356.2 , \ 354.0 ' I � POST -WASH / ' , < ' AREA �- I .- , i Lo TO 351. ssc ! ; \, u T1 INS ♦ REL TF EXISTYVG PA MOON T VE \ ri 20 0 10 20 40 GRAPH SCALE SCAC :1r - 209 MERMAL DATUM: (NA VD 88) FOUND 3" BRASS DISC ON KLICKA TA ROAD IN SOUTHEAST CORNER OF OVERPASS TO INTERSTATE 5. ELEVA nON : 74.40 HOR0 0WAL DATUM: , NAD 83191 EARTHW ESTIMATE LESS THAN 500 Y. FILL NOTE: SEE SHEET COB FOR CAR WASH /MELING BAY SECTKWSr rff=;5k7 / ■ PROPOSED CB (TYPE r) T E ® PROPOSED 8'xi 6' STORMFIL TER VAULT `XIS17NG FIRE HYDRANT .0 EXIS LING PROPOSED CONTOUR 6 35.5 - - -- EXISTING CONTOUR Lt !s EXIS TING BUILDING OUTLINE EXISTING BUILDING To BE REMOvED • EXI S 77NG EXIS17NG CURB D EXISTING EXISTING CURB To BE REAIOVED \ \ � PROPOSED THE E � EXIS TING TREE ,w EXISTING C8 (TYPE 1) (� ! EX /STING CB (TYPE 11) `XIS17NG FIRE HYDRANT .0 EXIS LING WA TER ME TER 6 EXIS TING WA TER VA UL T Lt !s EXIS TING AREA LIGHT EXISTING POWER VAULT • EXI S 77NG SS CLEANOU T D EXISTING SS MH 353 92F.& SPOT ELEVA T'ON FINISHED SURF ACE JJA; / �N t a;, -�!�d as Lik, D. V'%.eq?jj "(1+15 i5 µc{ A., Y _ RECEIVED !A • :.,..,. PERWT �r.rJ C% `r www Qj o OD d ac o0 2 0 00 OD Lu Z . • � t 5) 0 ?0wN N z J Z w 0�00komo co wl :11 ac 0- ., u.., a. u 0 V 00 4 cn V 0 0 j cd U Q..+ PROJECT NO.- 0WM DRAVMV BY I SSUE DA SHEET REV_- O6-1a-*6 11 IL M -- air _ r. ��� '�..�rF�� !�w+sF"�....�+ -�.. �,..«r1 •�,. .. -+'f.�IM. ... . ...r _�...rM.�...+ :.� +� � - . - . _.a.- .w� -.:. �.. . - -� �.►. - � � ... _ � � .. . . ... _. �- a .... ,,.. � .- - __ � . - .r......r -� - �'+. ter- ►.�- - -� � .... i -,_ �► _ � . _ - -- _.. - �. .- _ �- _ .�...�. s.�.__ v - .....^..^ ..r - �+• - �.r ..� ... �.- .r.. -. .,...�. -�..r �.wr- - �r r►wi. ..�� � - �w.• - _.. ._ _ __ _. � ._ . _ _ .��,. �- .,..�... _ .. _. �•w..m - i•� ��- .� .._..� �.. - �.. w..1L- - �..�....�.� �_.r�� ��- -r.�`� w'�'.^�.... - . Q 3 D n a: � )C O LL 6 F UND Z --� Q ¢ H M Q(1) X 0 z ID IL W �cqa: .. 'O� cc z N O WR Q= !L 00001L PROJECT NO.- 0WM DRAVMV BY I SSUE DA SHEET REV_- O6-1a-*6 11 IL M -- air _ r. ��� '�..�rF�� !�w+sF"�....�+ -�.. �,..«r1 •�,. .. -+'f.�IM. ... . ...r _�...rM.�...+ :.� +� � - . - . _.a.- .w� -.:. �.. . - -� �.►. - � � ... _ � � .. . . ... _. �- a .... ,,.. � .- - __ � . - .r......r -� - �'+. ter- ►.�- - -� � .... i -,_ �► _ � . _ - -- _.. - �. .- _ �- _ .�...�. s.�.__ v - .....^..^ ..r - �+• - �.r ..� ... �.- .r.. -. .,...�. -�..r �.wr- - �r r►wi. ..�� � - �w.• - _.. ._ _ __ _. � ._ . _ _ .��,. �- .,..�... _ .. _. �•w..m - i•� ��- .� .._..� �.. - �.. w..1L- - �..�....�.� �_.r�� ��- -r.�`� w'�'.^�.... - . REVISIONS: A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4 SEC. 22, T. 23 N., R. 4 E., W.M. w 0 N 0 0 i 0 0 r 0 vi 0 O 0 r 0 . D x T (A 00 cr •c x A 0 x a 0 Go 0 0 w . RrM.52. (I (Ral RIM T�MA TC GRADE) INV. =3 5 (r N INV. = 343. � P - 1 2 i c ' O N / c . ) INV. =,349.06 6 IN),/ 3 `� t � � / ., A .. = A SA CUT L1N _ . - �•'' ' i '� MPAC -_� '�I (T . 1' MIN. -; OU 510E L I 1 TS 1 r 6 1 0 , ./ ► 1 OF DEMOLI t10N) OLF 12 ST f ----- -___ ; F ?. , , r 1 35 7.7 -- 3 FALLS I -- i •. .. 1 i - - -- . • ---- - _ � . - -- ; w - --.� r + CU>IB SIDEWALK DE OLI n �y T� . P -,lam ` � \ ..\ Y. � 1� ,.•: :'... :`_ � :!!. y; * .C,�-! 12 I ' � :- t 2 ' u, t � _-<� i i1 _ �� ! �` SAWCUT MATCH as 11 i EXI S TING CURB • - - - CB11 (TYPE 1) ,\ _ +I , SA CUT MAT ! �." \ l \ W FRAME AND GRATE + _ I i . 1 / EXr ]7NG GRA E f ` - RIM INV. =347.0 \_= _ Al _ I _ " 1 ' l � �_ � � 7, ( , I \` \ / � / \` \\ �^ .� �• �' 171. .U -.... , PROPOSED 6 S T , '� p 210 L F CONC. (DOWNSPOUT i �< w /l C8,13 (TYPE 11, 48 "�) I TrGHTLINE) ,��` EXTRUDED CURB /; \ H ° W SOLID LOCKING LID RIM =351.8 INV.= 341.59(W & S) ,'�f ' . - / �� INV. = 346.40(N) t f / \ �► I t � � _•_.�,, ;- ', ; p r � J t' ._ r NEW A. C. � t 356.2 \ PAVEMENT SLOPE THIS AREA AT 2: 1 TO 356.2 , S� \ ; EXISTING OR ADD 1.5 -2 FOOT ►-: \\ f HIGH GARDEN WALL A T _ '� : - � � � % - PRE -WASH \ • pQ \ ,\ \ CON TRACTORS DISC�E77(�N. e AREA j 352.0 o _ \ (;B E 11, 44 ff )0) �� '� ^ \ � •� lam' M _ PR W QILI ��i^\KING�'L10 33.0 \1. 352 ' 1 f CON FUEL 7 � � I " � • - I RIM 354 - :TAN PAD � \ , �. / INV. = 341.98f CONNECT ,�y 4 _ _ t 1 GILLI CREEK 6. ` TO EX 12 CONO J - 356.2 - . r1�A T H EX. _�_'� , _ - � ± � _ _ _ , ` f S - _ \ ,, ' ' .• 1 � t ! / ,. ,- 35 .6 2%_ 1 53.0 \ j ABANDON POR 77 j 56.2 , ,OF EX. 12 STORM NEW QTA FACIL"1 TY RAISE RIM TO 350.0 356.2 (FUELING BA Y) C.r '� `, ~ a, '�.� 356.2 \ '� `�\ '� ;�" h O_ ' \ ; / , 2°�0� �' 353.0 `\� �_\ `> `� \ A t ., `: '~ • •^ ` \, ` 354.7 \ '\ r • I ,`` 'r } - -. _._ l I PROPOSED ACO DRAIN �_ i f i • - I I .� 356. ? \ I 356- POST I L _ AREA LS I � � d J i 1 .A Phi c c EX. PA VEIAEN T TO BE RE11/OVED I h( bare hncn rrricwrd by the 1`"Y;r 1)cpar1rncnt for conformance with currrri r :its �t;rr'ardc. /Acceptan is sr.rhject to crrn aM+ r�;:;«ions which do not anthorim vinlatinnc of standards or ordinances, The mpnn , ,iH!ivv ^0- ,he Adequacy of the design rer.ts totally w;'11 thr. rc• :o_ncr. Additions, deletions or mislont to t�,csc cim'wings, 2fter this date will void this acceptance arcs will require a resubmittal of mired drawinm .01, �Obh equent approval. Final acceptance is subject to field impec by ri !fie I`i"hlic Wor wili'ies i ^cpwor. ! O c 20 0 10 20 40 GRAPHIC SCALE SCALE :1• Im 20' VERTICAL DATUM (NA VD 88) FOUND 3" BRASS DISC ON KLICKATA ROAD IN SOUTHEAST CORNER OF OVERPASS TO INTERSTATE 5. ELEVA : 74.40 HCfM CWTAL DATUM NAD 83/91 EARTHWORK ESTIMATE = LESS THAN 500 C. Y. FILL NOTE' SEE SHEE T COS FOR CAR WASH/FUEUNG BA Y SEC DONS. r � c EXISTING CB ( TYPE 1) EXISTING C8 ( TYPE 11) EXISTING FIRE HYDRANT z XI S TING WATER METER ;'- EXIS TING WATER VAULT E XI ST IN G AREA 'LIGH '- E POWER VALIL T • EXISTING SS CLEANOV T • ,EXIS ss Mr! 353.92E S. SP,'-, t _E ✓A GN' P14iSHED &)PFACL a'n►0FTUKW1LA Milt ! J 2 i. PEWTCEWM 'L At 1[w ' . l ' l�wlt lily MW ad mftbw I %%ban of ammo a! a alma �Owd CaM and � iiM�rr��� �► .r.l�r�ldrr �wMrir�► �vqr of viola N S100itC TRENCH GRAIN ST'STEAM. T i us PROPOSED CB (TYPE 1) _ �% I I OTA \ '" SEE SHEET Coy \ IN. J ` ' , ` 5 .0 350-61 I \- I �. , ; ® PROPOSED 8'x t 6 S TORMFIL TER VAULT - - C MA TCH EXIS TING WASH) 355. �. ,, ` ✓ , -� I �� .,� C /= --- 3- -- 56 PROPOSED CON TOUR I >� �s'�� .. �..�,.�/.�l�if - - w.....�rl,�.... a ,: wr++. s.......l.s •_.�Ri�_ '. `.wwr +mss -... r�+�� �D'"��► w �r ar,.�.r �+- *.�.�/.r �- .. . � ._ _- . �r�. - .- .�.r... -...w. _v '#^_.•►+w -w- � w . .- �_. _. _.+� .-.. .-- .. ....._ .w-.... �•..�..+.v -.mow.. � v '�r•+�. _`..�... -..- _ 3� < 2 2_ U zz .. 11) to III d DOWN NNZ oz0�x�mU �a t 0 0.4 0 P O O wA : >� V Q+ Q EXISTING CONTOUR ADAUST EXISTING FRAME AND ' BUILDING OU TUNE GRA TE TO FINISHED GRADE Y . R IM= 350.55 _ ___- _ BUILDING TO BE REMOVED ! . INV. = 340. (12 „�. 0 -� - --' " L EXISTING CURB -- . w � 2 EXIS TING CURB TO EE REMO E "'LO14" RIM TO 351.1 X - -- M - - '' -'• - - - ! PROPOSED TREE : ,rte- RELOCA Exl nIN `- E xl s TrN G TREE LIGH T POLE = - = - - _ = - 7 ...; Q _ Q !A Q V�Zi'S EX. PA VEIAEN T TO BE RE11/OVED I h( bare hncn rrricwrd by the 1`"Y;r 1)cpar1rncnt for conformance with currrri r :its �t;rr'ardc. /Acceptan is sr.rhject to crrn aM+ r�;:;«ions which do not anthorim vinlatinnc of standards or ordinances, The mpnn , ,iH!ivv ^0- ,he Adequacy of the design rer.ts totally w;'11 thr. rc• :o_ncr. Additions, deletions or mislont to t�,csc cim'wings, 2fter this date will void this acceptance arcs will require a resubmittal of mired drawinm .01, �Obh equent approval. Final acceptance is subject to field impec by ri !fie I`i"hlic Wor wili'ies i ^cpwor. ! O c 20 0 10 20 40 GRAPHIC SCALE SCALE :1• Im 20' VERTICAL DATUM (NA VD 88) FOUND 3" BRASS DISC ON KLICKATA ROAD IN SOUTHEAST CORNER OF OVERPASS TO INTERSTATE 5. ELEVA : 74.40 HCfM CWTAL DATUM NAD 83/91 EARTHWORK ESTIMATE = LESS THAN 500 C. Y. FILL NOTE' SEE SHEE T COS FOR CAR WASH/FUEUNG BA Y SEC DONS. r � c EXISTING CB ( TYPE 1) EXISTING C8 ( TYPE 11) EXISTING FIRE HYDRANT z XI S TING WATER METER ;'- EXIS TING WATER VAULT E XI ST IN G AREA 'LIGH '- E POWER VALIL T • EXISTING SS CLEANOV T • ,EXIS ss Mr! 353.92E S. SP,'-, t _E ✓A GN' P14iSHED &)PFACL a'n►0FTUKW1LA Milt ! J 2 i. PEWTCEWM 'L At 1[w ' . l ' l�wlt lily MW ad mftbw I %%ban of ammo a! a alma �Owd CaM and � iiM�rr��� �► .r.l�r�ldrr �wMrir�► �vqr of viola N S100itC TRENCH GRAIN ST'STEAM. T i us PROPOSED CB (TYPE 1) _ �% I I OTA \ '" SEE SHEET Coy \ IN. J ` ' , ` 5 .0 350-61 I \- I �. , ; ® PROPOSED 8'x t 6 S TORMFIL TER VAULT - - C MA TCH EXIS TING WASH) 355. �. ,, ` ✓ , -� I �� .,� C /= --- 3- -- 56 PROPOSED CON TOUR I >� �s'�� .. �..�,.�/.�l�if - - w.....�rl,�.... a ,: wr++. s.......l.s •_.�Ri�_ '. `.wwr +mss -... r�+�� �D'"��► w �r ar,.�.r �+- *.�.�/.r �- .. . � ._ _- . �r�. - .- .�.r... -...w. _v '#^_.•►+w -w- � w . .- �_. _. _.+� .-.. .-- .. ....._ .w-.... �•..�..+.v -.mow.. � v '�r•+�. _`..�... -..- _ 3� < 2 2_ U zz .. 11) to III d DOWN NNZ oz0�x�mU �a t 0 0.4 0 P O O wA : >� V Q+ rRC jE C T N G.: 041M D R ~ NN ' AA Sst E" 11 -17-04 Sr- E__ 7 R 03 -10-06 . c C6A1 q Q Y „�. 0 M 1 D w � 2 X 6 U_ Q �o Z r Iq Q cr 64 Q !A Q V�Zi'S �0 ( CL N it W OOQJz N U w2,LQ� LL 00 00 rRC jE C T N G.: 041M D R ~ NN ' AA Sst E" 11 -17-04 Sr- E__ 7 R 03 -10-06 . c C6A1 q REVISIONS: A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4 SEC. 22, T. 23 N., R. 4 E., W.M. 58.7 L IV 1 . r I ,EX. 3 " DOMESTIC WATER METER TO REMAIN (SERVES THEATER & 1 �^kAA tlki^ I I / rV% I r ' A - I" DEDUCT ETE FOR Q TA \ 1 ` \ 0 w 0 N O O a r w %0 •• W O A U/f >E 0 1 0 �l 1 x m N QD 1 eT X x A 0 x Cy 0 v 0 -3 a r1 0 v 0 Z A I I� f I I r� 000 1 SUP IN I A T *IGHT) \ ' •� ri 20 0 10 20 40 GRAPH SCALE SCALE: 1' = 20' VERTICAL DATUM: (NA VD 88) FOUND 3" BRASS DISC ON KLICKA TA ROAD IN SOUTHEAST CORNER OF OVERPASS TO INTERSTATE 5. ELEEVA77ON : 74.40 vL ORI ONTAL DATUM = NAD 83/91 iN .354.x4 C . UPLlT1ES LOCATE NOTE + L 53 .0 THE LOCATION OF EXISTING UTILI SHOWN HEREON IS BASED ON t );� INFORMA TION OBTAINED FROM THE FIELD AND FROM RECORDS. CENTRE P N A S S UMES N R TY F E XISTING U71 1 n S OTA FA E o1 TE SS ES O ESPONSIBIL ORE S G L E SHOWN OR NOT SHOWN HEREON. CONTRACTOR IS ADVISED TO VERIFY UELING BAY) ' \ I ' \\ \ `• �' ! �' - THE EXACT SIZE, DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR 352.0 I (TYPK I) CSOLID LOCKING LID 353. Q _ `� 35` 2 1��55.5 v. = 353.10 V. s - a,T 353.05 GILLIAM CREEK J.12 _ INV.= 353 .10 ! � I 356.2 . 2 F.F.w��56.40 353.0 \ \ \� \ Y,� r - 64LF 6 SS \ \ _ - _. _ _ _ - ____. _ _ 354.7 t :I S= 0.0100 AEW OTA f, 7OLF OF ACO DRAIN \ I 35 .0 - I FA I S10QK TRENCH DRAIN SYSTEM (21 SEC (CAR WASH) TIONS, 355.6 SKI o TO SK30) 1 \\ , _ l . S= 0.0060 j 1 35401 356.2 INy. =353_12 __ '�` ►! n �,, %, -- - ,- I Ce TYPE I -WV. - - -- 13l 6 SS , W / ( ) 35310 _ j - = S--0.0100 I /SOr10 LOCKING x.10 - = RIA1 =355.5 - 1 / �� i I I I INV. =353.10 53 -5 356.2 INV6- -35241 3S 4 . =352 28 SHUT CUFF - - - -- - .. 0 1NV. / � + 13LF 6 "SS, Q VALVE - I : - I v _1 -- C010WERFLOW 4n F \ aR CAR -- fi SOL 6 "• SS i I 2W 6 ` s r iiiiiiiii 354 X52 0 S=0.0100 - 0 01 � , + _ I DEAD GND SUMP (50 GAL_ MAY) � RIAf =355.3 - • CONNECT TO EMS 77 SEVER IN V= 3 2.15 f - ►N V. =350.5f � - • - (`SEE IMO TE ,A T RIGHT) � , • �- . I f' C.O.. r RI *355.80 I I . IWIR TER SEPARA I ` V1660 BY u l?u TY VAULT OR APPROVED r' ` E i EQtJAt MAX CAPACITY 450 GAL. � 1 � .1 *`a f ! PLOW AT 15 UN. RETEN TM =306RM I � V =�5 1.3w r 3n aico � rn o � Q � � co o J�WN N�Z oz0U) U 11 ir a. q u. %10001 a. bou IR . ,u a� W \ U a a Y Q `1 'I Z v UL X LL Q m z M � w fa o 0 0XN Z ��I'p �Ncc W .. 0 -1 z ir U zN3-i O W LL 0 00� It I 11 co) 1 I � I 1 I 1 0 w 0 N O O a r w %0 •• W O A U/f >E 0 1 0 �l 1 x m N QD 1 eT X x A 0 x Cy 0 v 0 -3 a r1 0 v 0 Z A I I� f I I r� 000 1 SUP IN I A T *IGHT) \ ' •� ri 20 0 10 20 40 GRAPH SCALE SCALE: 1' = 20' VERTICAL DATUM: (NA VD 88) FOUND 3" BRASS DISC ON KLICKA TA ROAD IN SOUTHEAST CORNER OF OVERPASS TO INTERSTATE 5. ELEEVA77ON : 74.40 vL ORI ONTAL DATUM = NAD 83/91 iN .354.x4 C . UPLlT1ES LOCATE NOTE + L 53 .0 THE LOCATION OF EXISTING UTILI SHOWN HEREON IS BASED ON t );� INFORMA TION OBTAINED FROM THE FIELD AND FROM RECORDS. CENTRE P N A S S UMES N R TY F E XISTING U71 1 n S OTA FA E o1 TE SS ES O ESPONSIBIL ORE S G L E SHOWN OR NOT SHOWN HEREON. CONTRACTOR IS ADVISED TO VERIFY UELING BAY) ' \ I ' \\ \ `• �' ! �' - THE EXACT SIZE, DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR 352.0 I (TYPK I) CSOLID LOCKING LID 353. Q _ `� 35` 2 1��55.5 v. = 353.10 V. s - a,T 353.05 GILLIAM CREEK J.12 _ INV.= 353 .10 ! � I 356.2 . 2 F.F.w��56.40 353.0 \ \ \� \ Y,� r - 64LF 6 SS \ \ _ - _. _ _ _ - ____. _ _ 354.7 t :I S= 0.0100 AEW OTA f, 7OLF OF ACO DRAIN \ I 35 .0 - I FA I S10QK TRENCH DRAIN SYSTEM (21 SEC (CAR WASH) TIONS, 355.6 SKI o TO SK30) 1 \\ , _ l . S= 0.0060 j 1 35401 356.2 INy. =353_12 __ '�` ►! n �,, %, -- - ,- I Ce TYPE I -WV. - - -- 13l 6 SS , W / ( ) 35310 _ j - = S--0.0100 I /SOr10 LOCKING x.10 - = RIA1 =355.5 - 1 / �� i I I I INV. =353.10 53 -5 356.2 INV6- -35241 3S 4 . =352 28 SHUT CUFF - - - -- - .. 0 1NV. / � + 13LF 6 "SS, Q VALVE - I : - I v _1 -- C010WERFLOW 4n F \ aR CAR -- fi SOL 6 "• SS i I 2W 6 ` s r iiiiiiiii 354 X52 0 S=0.0100 - 0 01 � , + _ I DEAD GND SUMP (50 GAL_ MAY) � RIAf =355.3 - • CONNECT TO EMS 77 SEVER IN V= 3 2.15 f - ►N V. =350.5f � - • - (`SEE IMO TE ,A T RIGHT) � , • �- . I f' C.O.. r RI *355.80 I I . IWIR TER SEPARA I ` V1660 BY u l?u TY VAULT OR APPROVED r' ` E i EQtJAt MAX CAPACITY 450 GAL. � 1 � .1 *`a f ! PLOW AT 15 UN. RETEN TM =306RM I � V =�5 1.3w r 3n aico � rn o � Q � � co o J�WN N�Z oz0U) U 11 ir a. q u. %10001 a. bou IR . ,u a� W \ U a roi AA CO AM WHIM FLM o�osM�01-0o7D.c TO CONSTRUCTION. CONTRACTOR SHALL CALL FOR UNDERGROUND LOCATE AT 1 -800- 424 -5555 PRIOR TO CONSTRUC110N. 2 DEAD END SUM ARE PROPOSED AS A MEANS TO CONTROL AND COLLECT ANY PO TEN T)AL FUEL SPILLS. PER KING COUNTY INDUSTRIAL WASTE (METRO) THESE SUMPS MUST BE A MIN. 50 GALLONS STORAGE CAPACITY. CONTRACTOR MA USE TYPE 1, TYPE I1 CS OR OTHER STRUCTURE THAT MEETS THIS VOLUME REQUIREMENT. SUMP SHALL HA VE LOCKING LIDS IN TH AIR-TIGHT SEALS. SMUT OFF VALVES ARE PROVIDED TO ISOLATE THE SUMP FROM THE REMAINDER OF THE S YS TEAT/ IN TH EVENT OF A FUEL SPILL. S 1 PEFOWCOMM o� maw - _ . -.. ..r.►. .. v-. - s- � -� .+-w.- �....- � _. .. :� �- __. ..... � . , u , w+••. -- ..-- .�. -...r +.� - �• �.�.a ry. -. wrs� +.+.w�� +�.- _. _ , ' _ -- �.. . - .�. -. - �- .. s .mow. �s _ -.. - „_ _ - . __ _ _+--�n _ - �.w� w.. _ _ .+�• -«. ..- �•.. ..+....'.. v... '!_.. - +�..�w• v.,. '�'�_ 4•.. • » � � • ' ' - - - .-- -.. .+.sw_•�� .. -� -�_ . _ _ . -.-.. �.r .� ....wl�r�.... s� --- .. - „r• -.. -.� � .r�"�•.'•�.r!• - tea- "4"...aa.+w+.. �. -� .,_ a Y Q Z v UL X LL Q m z M � w fa o 0 0XN Z ��I'p �Ncc W .. 0 -1 z ir U zN3-i O W LL 0 00� co) roi AA CO AM WHIM FLM o�osM�01-0o7D.c TO CONSTRUCTION. CONTRACTOR SHALL CALL FOR UNDERGROUND LOCATE AT 1 -800- 424 -5555 PRIOR TO CONSTRUC110N. 2 DEAD END SUM ARE PROPOSED AS A MEANS TO CONTROL AND COLLECT ANY PO TEN T)AL FUEL SPILLS. PER KING COUNTY INDUSTRIAL WASTE (METRO) THESE SUMPS MUST BE A MIN. 50 GALLONS STORAGE CAPACITY. CONTRACTOR MA USE TYPE 1, TYPE I1 CS OR OTHER STRUCTURE THAT MEETS THIS VOLUME REQUIREMENT. SUMP SHALL HA VE LOCKING LIDS IN TH AIR-TIGHT SEALS. SMUT OFF VALVES ARE PROVIDED TO ISOLATE THE SUMP FROM THE REMAINDER OF THE S YS TEAT/ IN TH EVENT OF A FUEL SPILL. S 1 PEFOWCOMM o� maw - _ . -.. ..r.►. .. v-. - s- � -� .+-w.- �....- � _. .. :� �- __. ..... � . , u , w+••. -- ..-- .�. -...r +.� - �• �.�.a ry. -. wrs� +.+.w�� +�.- _. _ , ' _ -- �.. . - .�. -. - �- .. s .mow. �s _ -.. - „_ _ - . __ _ _+--�n _ - �.w� w.. _ _ .+�• -«. ..- �•.. ..+....'.. v... '!_.. - +�..�w• v.,. '�'�_ 4•.. • » � � • ' ' - - - .-- -.. .+.sw_•�� .. -� -�_ . _ _ . -.-.. �.r .� ....wl�r�.... s� --- .. - „r• -.. -.� � .r�"�•.'•�.r!• - tea- "4"...aa.+w+.. �. -� .,_ NO3 °5434'E 451' j� N5g*40'21 3141' REOURED TOLET CALCULATIONS ' , L = 68.35' " 16.684 square feet x 1 occupant /100 sq.ft 167 occupants A z 8'11'48' 1 lbodw/ %deft 167 occupants require 5 toilets and 3 lavatories split equally (3 toilets R r 4T'T68' and 2 lavatories each between Yen and Women) GATE — SEE 1 1 mdbd Gila / FENCE PERMIT IIAM 4 toilets, 3 urinals and 5 lavatories (1 toilet and 1 lavatory is provided for QTA within this building) "204 ?54•w 324 5q 2 4W �titilC 6 toilets ono 3 lavatories (1 toilet one 1 lavatory Is provided for QTA within this E I t building) 0 ° � ` • I 1 \ r '1 / Io�►.�I�s STATE PATROL. 411moMy eded0w 2.668 square feet x 1 occupant /100 sq.ft 27 occupants fbqmbr/ tilde x occupants requires 2 toilets and 1 lavatory split equally (1 toast and 1 04 0 ���� lavatory each between Alen an women) 40 � _ .r .t PIeMill IF.rlw. tilMlil &A *ilk ft FENCE t GUARDRAIL ' ' / ` ` let and t lavatory — Q (TYP) khm 1 to SEE FENCE / wwrllwlc 1 toast and t lavatory PERMIT 0 ' CWW@M r ededubR 30.329 square feet x 1 occupant /100 sq_ft - 304 occupants fir/ Iili1111il1 304 occuponts require 8 toilets and 5 lavatories split equally (4 toilets \ , � and 3 lavatories each between Men and Wom Pftdde/ Feel WW h / / �' MW 4 toilets. 4 urinals and 4 lavatories P 11110 � 4 toasts and 3 lavatories � J# 40P Al 40' (W ASPHALT PAVINb I O ,•'�` .10 J# 6A 10, DEMOLI SHED THEATER (SEE CIVIL) \ \ \ b" HI&H GONG. CURB TO PROTECT PEP. WALKWAY / '\ hit 5HOM 4' -0" LONG / r r ARK) ('ICU 1N1.1EEL � 4f � STOP (TYP 0 EMPLOYEE t VISITOR PKG) 4;Z0 if 1 N LAWSCAPIN6 - ' SEE LAND. 01046 (TYP 51-10104 SHADED DARK) N) 6' - 0 0 WIDE l 1 q,n2, COWARETE COLORED PEDESTRIAN 51DEWALK '`. �'•"�` 1 SHOYW HATCHED I ► � i '� 1 ,Itc I I G -("E 1 1 r ! i J J J J (N) 4 RAISED F EDMIRIAN ; r ! I ; I ATION` -0• I_ 1 SIDEKALK a DRIVE 44. D FAC ffY OwNTM TYP AISLE - SLOPE AC -� PAVING TO MEET �I �"' THEATRE OONCESSION'�� (AI,) RAISED S4 %- 1 (n UHXR SEPARATE PERMIT) • • o . (5110"1 HATCHED) I o SEE Al2.1 ._ / �.' lw " at LF A -; r. v ry PROJEQLDDATI A Z QNIN RC (REGIONAL COMMERCIAL) BUILDIN I OCCUPANCY CLAS51FI SQUARE FOOTAGE ADMINISTRATION OFFICE B TYPE III 16,684 SF (1 FLOOR) MAINTENANCE OFFICE B TYPE 111 30,329 SF (1 FLOOR) CAR MAINTENANCE S - 1 GUARDBOOTH SECURITY U TYPE V 48 SF (1 FLOOR) QTA CAR WASH, FUELING S -1 TYPE II SIF - j (5,916 SF CANOPY NOT INCLUDED) ._2 .149 N& 5 TOTAL BUILDINGS 49,510 SF APNs PARC L 1 2 - 9101 --02 PARCEL 3 222304 - 9001 -03 Q SW 1/4 OF SW 1/4 PAR" 222304 -- 9015 -07 EAffX 4 222304 - 9102 -01 9CTION: 22 STE AREA5 jOVMNSHIP: 231V BUILDINGS 49,510 SF ANA 4 E•. w. m. (E) LANDSCAPING 124,534 SF (N) LANDSCAPING 27,928 SF (E) PAVING 418.417 SF (INCLUDES TRASH ENCLOSURES OF 256 do 186 SF) PAVING 38,334 (N) SF TOTAL SITE 658,723 SF CAN OPIES (E) CANOPIES 8,508 SF C ANQQI (N) 7.374 SF CANOPY TOTAL 15,882 SF PARKING DAIA. SQUARE BUILDIN FQQTAGE PARKING STALLS STALLS MAINTENANCE: REQUIRrM4=NTS REQUIRED P ROVIDED MAINTENANCE OFFICE 9.715 SF 1 STALL / 333 SF 30 31 (1 FLOOR) CAR MAINTENANCE 20.614 SF 1 STALL / 1000 SF 21 21 (1 FLOOR) ADMINISTRATION 16,684 SF 1 STALL / 333 SF 51 51 (1 FLOOR) GUARDBOOTH 48 SF 1 STALL / 333 SF 1 1 (1 FLOOR) N8q•905 '7.50' QTA 8,365 SF 1 STALL /1000 SIF (1 FLOOR) (INCLUDING CANOPY) TOTAL PARKING STALLS 112 117 BICYCLE PARKING DATA SQUARE BICYCLE SPACES SPACES BUILDING FOOTAGE REQUIREMOLS REQUIEM PROVIDED ADMINISTRATION 16,684 SF 1 SPACE / 50 PKG STALLS 1 1 (1 FLOOR) MAINTENANCE 30,329 SF 1 SPACE / 50 PKG STALLS 2 2 (1 FLOOR) QTA 8.365 SF 1 SPACE / 50 PKG STALLS 1 1 (1 FLOOR) (INCLUDING CANOPY) PARKING STALL SIZES: fz _ _ _ r S' vac_;• -7�.2� '".' 1 _ —• r ' - .. �. :.� _ ng « � w r r •w - ..I • y 1126 44 A ' ----- b' x 1 �' 45 r5Ts4*A 40.'M' I ON 1 34 . 1 (W .xASt+ 0 a ( t 1 \ /" STRIP rV A/ l 6 / GI"�J rliAl.._5 � I I � ( N) TYPE l � . . 6"AIN LILAC 6ATES nil P�► - ' ! - � AD SLATS - SM A2_IA i t r` DOLLM SHurnE PARC (V 7WCATM �it�V�Y ✓A'J► r � GOB 6 RAP„gs h 4 � -- ___�___— i I � �� - � �$`-6• r �. GAR : _TYP S� C.1V11 0"65 , STORA6E ♦ b 1 1 f _� TR.AD �ATes. SST CAO �� O"� 1Z 1 Mil 5-6' PCX � SMYEv CP , 06411t104 '"�'"— y 1 STW I ,TATE - Mr WW, r tr i ►Y l • UC` — • ACACM ROM a MVE —� smew PAW _ - _ ...► ACCESSIBLE: 8' x 18 VAN ACCESSIBLE: 11' x 18' REGULAR: 9' x 19' COMPACT: �_• _ _ 8' x 16' REVIEWED FOR 001DE r0,MQi_T.ANCE vo i is 811TI. T InI r_ r.NTn TCTnh SCOPE OF HOW 1. LAND56APIN6 (SEE LANDE5CAM DWGS) 2. CIVIL (SEE CIVIL DW65) 5. EXTERIOR MODIFICATIONS TO ADMINISTRATION 4 MAINTENANCE IBUILDIN66 SEE A2.1, A2.IA, A2.15 AND AI2.1 4. ADDITION TO MAINTENANCE SU!LDIN& FOR FLUID STORAGE SEE A2.IA 5. METAL CANOPIES AT MAI E FACILITY. SEE A2_IA 6. 5ECJRJTY CAMBRAS. SEE AI.iE Ift MUM .o RECENSD A PERWCENTER iO f • -. ( S Sr f�ti■.Vil�� VG "sue ■ ■ G■ ASSOCIATES ARCHITE ARA 1555 BAYS"DRE HWY #300 CA — 94010 \ TEL (650) 692 - -9911 FAX (650) 692 -0181 WCMECI Inr sower RECEIVED CHINN CONSTRUCTION, LLC ® CAJ ENT REVISIONS 9/'4/05 SITE L16HT 8/26/05 LOCATION CONSTRUC SET 1/2Q/05 8 CLIENT REVISIONS 1/24/05 II DRB MODIFICATION 5/10/05 NO. I REVISION I DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM VATH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IIMIMEDIATELY BE REPORTED TO THE ARCHITECT z ! 0 V Z W ..� m CL ad =) 0)a LL 1- Q W m Ir Z j LU o: 3 x � W 0) a < 4001114 9 Q W F- Z Z3 J a, < Z W W n 3 �, DATE Joe NO- 12/221M 20"?AV A1L1 S EET 4 OF 3W • s L1.2 SHEET L1.0 MATCHLINE / J ., .w i KEY MAP Existing Juniper Planting. (A Part of Recent City of SeaTac T.I.B. Improvements) B� e i i� r r Line of Sight ; Triangle. / I � /' r l / r / �.° i r r r % i i' (min. 24"X3U"X36a - i i iLij ------ .72 Aro I= I� J W W S N Type II Landscape SHEET L1.4 MATCHLINE Ila #YsY + + \ LI north 11 " ,. SCALL_ I' = V BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 9URUNGAME -- CA 94010 ■ TEL (650) 692 -9911 FAX (650) 692 -0181 ■ CTb Or TEA P'E�T C�i�t � ' J•'It. a.� - � � �w - ^y ��.rr +.�.w� �- -- .4ra��.� mss. �.r.'+....t- � --w..� •adr �' - a.�.•...- .w +-. �- � -.r �. _ s_ -. .. � .� � � � - �,. �.. � -- -- �..�...� - --.... - .��. -� r- .__. -� +rte .�..R.� .awe► -..r +.r-- .�...._ .. -�.-. � ..�- -. , w+� +�. aelw�ol� Na Glenn Takagi Landscape Archited 18550 FWWnds Way N. Sure 0102 Shoreline, WA 98133 (206) 542.6100 FAX (206) 546 -1128 Construction Set 4.26.05 1 Ii n Reyi si2ns. riv way Chan NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT REC IVED f 2005 CHINN CONS AUCTION, LLC O V Q p Q Z w Ld 1.i.. M a � o Q F= 00 U Z ao -- LL �'r- z CD Z < Q 0 Q _J Z W 04 Y -- U U-) Ch WE 14,2 9EET � CTb Or TEA P'E�T C�i�t � ' J•'It. a.� - � � �w - ^y ��.rr +.�.w� �- -- .4ra��.� mss. �.r.'+....t- � --w..� •adr �' - a.�.•...- .w +-. �- � -.r �. _ s_ -. .. � .� � � � - �,. �.. � -- -- �..�...� - --.... - .��. -� r- .__. -� +rte .�..R.� .awe► -..r +.r-- .�...._ .. -�.-. � ..�- -. , w+� +�. SHEET L1.2 MATCHLINE lL 2' ROUND PRESS. TREATED PINE POLE (OR APPROVED EQUAL) SET TO LEE OF PREVAILING WIND� PLANTING BACKFILL PER SPECIFICATION! SECURE w/ LOOP OF CHAINLOCK. Wppp CHIP MULCH PER SPECIFICATIONS FORM 6' HIGH CONTINUOUS WATER BASIN : t - CONIFEROUS TREE P LANTING NOT TO SCALE CHAINLOCK TIES TIGHTEN TIES ONLY ENOUGH TO KEEP FROM SUPPING. ALLOW FOR SOME TRUNK MOVEMENT. CHAINLOCK SHALL BE L G ENOUGH 1.5 IN. � PREVAILING HANDS BBB TREE 6� SET ALL PLANTS PLUME REMOVE BURLAP, MARE & STRING FROM TOP 2/3 OF R007BALL µunuxw[ TYPICAL SPACING GROUND COVER PLANTING NOT TO SCALE 2 3 (PER SPECS) 3`-- -SOIL SAUCER FOR WATERING C-4 ; \ DURMIG ESTABLISH*AENT PERIOD BACKFILL IAATH MIXTURE OF NATIVE SOIL AND SOIL AMENDMENTS PER SPECS - 1:1 MAX Z:1 TYP BdcB OR CONTAINERIZED SHRUB (TYP) \, SET ROOTCROWN AT OR JUST ABOVE 1. PLANTING PIT SHALL BE A MIN. 2 SOIL. LEVEL (TYP) THE VWTH OF ROOTBALL; �� j =\ ; EACH TREE MUS 8E PLANTED REMOVE BURLAP. TIRE � STRING FROM SUCH .E ATT'T THE TRUNK FLARE TOP OF THE ROOT 2 OIL STAKE PER TREE ON r wARD 5 ;; \ TOP 2/3 OF ROOTBALL BALL TREES WHERE THE TRUNK SECOND STAKE ON l.EF1NARD SIDE (UN.ESS \� j FLARE IS NOT VISOL,E SHALL BE OTI~ERrNSE DIIRECTED) REJECTED_ DO NOT COVER THE TOP -3 SLOPES STEEPER THAN 2: MAY RECTUM AN \� OF THE ROOT BAIL 1MTH SOIL APPROVED EMBANKMENT STABLIZATION , E)OSTI NG GRADE (SEE GRADING PLAN) TO CREATE A LEVEL TREE PIT SUCH AS: --ROCK FACING — MANUFACTURED SLOPE RETENTION LINTS �: " i •` 1:1 MAX PLANTING ON SLOPES 3 . NOT TO SCALE Type I Landscape JUTE FABRIC UNDERNEATH BARK MULCH ON SLOPES OVER 2:1 MIN 2 "1MULCH (PER SPECS) -FINISH GRADE TYPICAL GROUND COVER PLANTED AT NURSERY LEVEL say AMENDMENT Mixm VOni NATIVE say (SEE sPEcs) S SCARIFlED SUB(�tl1DE (SEE SPECS) (Fut Xe Sidewalk ure Planting Strip) 150" Landscape Buffer 15'0' Street Dedication Type III Landscape Tx une or zo i nangie. -o- t W . U L0 ji L� - -� north C� ,�. pro r'i , 0 10 20 40 l � J :.JJ 1 1 SCALE: I"= 2W r� It -------- L1.4 1 t:5LUNK UEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *300 BURUNGAME -- CA -- 94010 TEL (650) 692 --9911 FAX (650) 692 -0181 . Glenn Takagi Landscape Architect 18550 FkWids Way N. S uite #102 Shoreline, WA 98133 (206) 542.6100 FAX: (206) 546 -1128 on tru tion Set 4.26.05 rivewoy Change 9.1 NO. REVISION DATE IT IS THE RESPONSIBILITY OF' THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCT!ON DOCUMENTS BEFORE COMMENCING ACTIVITIES_ ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT RE EIVED c�" 1 2005 CHINN CO. TAUCTION, LLC 0 li J Q Q cc W W LL m Q C Z O 0 00 Uzi QO �—' Z 0 Z J Q C: U Q J C Z C> 0 W � Y -- U CL DAZE JOB IIII& KEY MAP Cff rM 11111111111111""' 20000MT w >s 1 IRRIGATION LE GEND 5-ym b oI I tgm 3/4 HUNTER ICC- -4800M (Metal) Coord. Location with Land. Archt./ Owner General Contractor (Electrical Service). /4" `� P.O.C. (Point of Connection, see detail, including master valve) r 6 MANUAL DRAIN VALVE (at mainline low point) 3/4 O RAINBIRD 44LRC QUICK COUPLER VALVE (LOCATE WITH P.O.C.) 1 II GATE VALVE 3/4" RAINBIRD PEB Auto Valve with PRS — » _� 1' 1" /4 3/4 1r VA # EXISTING 2 IRRIGATION METER „ VALV NUMBER XX N GALLONS PER MINUTE NEW POC (USE A SUPER JUMBO - ��, " F "'"M ---- !%, = 7 .. 3/4 1 » 1 -1 4' mow` NO 1 » 3/4" w � z c� 3/4" „ 4" 3/4" J 3 --- II / VALVE SIZE " (T' x 30) _ 1 1/ VM VARIABLE ARC NOZZLE 12H 1806 A RAINBIRD 15 EST (1806) PCS as required ED RAINBIRD 15 Strip Series -15 CST (1806). PCS as required 1 -112 29 10 V'" RAINBIRD 15 Strip Series -15 SST (1806). PCS as required 1" e HUNTER PGP #2 Nozzle -29' 0 30 psi) ROTOR O RAINBIRD HUNTER PGP #2 Nozzle -29' 0 30 psi) ROTOR 0 RAINBIRD 15F 1806 0 0 RAINBIRD 15TT 1806 -� E) RAINBIRD 15H 1806 Q @ RAINBIRD 150 1806 s (Place spriWer heads two inches (2 frorn edge of walks, and U RAINBIRD 12F 1806 • At head —in— set heads 12' in from curb_ pa��' spr 0 RAINBIRD 12TQ 1806 • InstaN 14 -1 direct burial wire continuous~ run one hot wire to each 0 RAINBIRD 12TT 1806 wire to eocfi valve. leave a 'loop' of wire at aril mainline turns. ' Syst is for wnt Do Z /4" ® RAINBIRD 12H 1806 3/4" 3/4' 3/4 --1 /2' ® RAINBIRD 12T 1806 30 / ` 29 " (� RAINBIRD 120 1806 1 -112 29 10 V'" 0 RAINBIRD 1 O 1806 1" e RAINBIRD 1 O 1806 28( , O RAINBIRD 1 O 1806 1 " (j� RAINBIRD 1 O 1806 27 41 0 RAINBIRD 8F 1806 1 - 1/2 -� RAINBIRD 8H 1806 period of one yea' from the date of substantial completion of the Q RAINBIRD 8Q 1806 " GATE VALVE 3 _ Schedule 40 PVC sleeve, 4 diameter Mainline: Schedule 40 PVC Lateral: Schedule 40 PVC PIPE LAYOUT IS DIAGRAMATIC. MAINLINE SHOWN OUTSIDE BEDS FOR GRAPHIC CLARITY. INSTALL MAINLINE AND VALVES WITHIN PROPERTY LINE. 6� 0 ��1 v 1-1/4w MATCHLINE . SHEET L2.0 '/° 314w sprinkler heads according to field conditions and plant locations. .1 _1 / 3/4' �- , ; ,�•, 4" Coordinate location of Valve Boxes with Owner. Install no more than 3/4 1 ,. /4 ----- o- -�--= �1 __��_'_ �'— -- -- two automatic valves per box. 3 �-- d W /4 1 1 trespassing, and proper safeguards shall be protected from damage by 2 // » erosion or trespassing, and proper safeguards shall be erected to —1/2 protect the Public. / /i * Staking and Layout: Verify installation conditions as satisfactory to GATE VALVE receive work. Do not install any site elements until any unsatisfactory d �/ conditions are corrected. Immediately notify Landscape Architect in - �28 r writing of any variance between plans and actual site. Landscape 3/4 1 - 1/2' Architect has the right to adjust the location of elements. Beginning Ak of work consitutes acceptance of conditions as satisfactory. Layout of " » 31 \ eP Y y'cw valve boxes is eciall critical for visual and maintenance needs. 3 / r 1_1/2• \ esp y - r 2 * Irrigation Plan is drawn for graphic clarity. Adjust pipe, valves and l 1 3 4' " / 3/4 LL_1 1 -1/4 1 -1/2 1 -1 2" _ -- ; -- ------- - -_- -- -- __ -- — — = — 1 " 35 42 36�� 3/4 1-1/2 � _ 2" " %. 3 / VAN V.. N y li 1 -1 /4" 1 -112" 1 -112" �,�. ►�� ., �. — Y 3�4 ,. 1 3 4" 3/4" � —1/4 3 4 1 3/4" / _� 4 —1/4 b 33 11 34 17 /4 /4 / 3/4 1 —1/4 1 1 / a---- 31 33 32/43 " _ _ � ,. / 3/4 3/4 _ .. ; 3/4 /4 " /4 » /4" Aw 1" 11 3/4 11 It —1/4 IRRIGATION SYSTEM NOTES Coordinate work with other trades as required. Determine location 26/ ' 20 I of underground utilities and perforn work in a manner which will avoid 1 -11'2" —1/4 25 " possible damage. 4 /4 * 1 -112" / 3 4" r Provide protection of all property, persons, work in progress, 24 7 / structures, utilities, walls, walks, curbs and paved surfaces from damages incurred arising from this work. Contractor shall pay for any such damage at no additional cost to the owner. Unfinished and , r completed work shall be protected from damage by erosion or i —1 /2 1 / " r " -Am / 2 SHEET L2.4 0 " 2V a x A1 l �` J * Contractor shall verify all dimensions, quantities, ovagable water cp 1 - - ' - - pressure and volume, locations, sleeving and conditions prior to bidding 3/4" 3/4' 3/4 --1 /2' and start of installation. During layout, consult with Landscape Architect to verify proper placement and make recommendations where revisions are advisable. In coordination with King County Water District 125 ( 206) 242 -9547, we have assumed the following: Water pressure A of 65 psi, 2' water meter along Tukwila International Blvd. with a 2r * Prior to bockfilling, the Mainline shall be subjected to a hydrostatic service line and a T water meter along Mlitary Road witho 2' service pressure test of 150 psi. To be valid, di tests must be performed line. under the direction and supervWon of authorized personnel and * System shall provide full coverage on all areas less shrub reviewed by Landscape Architect. maximum ailowable drop is 5 psi in interference. It is assumed that the Contractor will exercise a 30 minute test. Coordinate testing operations /procedure with professional judgement in location, height, and slope of sprinkler Landscape Architect. heads. System not to be operated during periods of hight wind. * Before sprinkler system will be accepted, the Contractor shall * Wiping shown in parallel may be installed in common trench. perform a coverage test in the presence of the Landscape Architect. * Mainline PVC pipe shall be Schedule 40, buried of a minimum 24' Contractor is responsible to change, adjust nozzles to obtain a depth. Lateral PVC pipe shall be Schedule 40 and be buried at a min. balanced system with M coverage and a minimum of overspray. 18' depth. unless stated,min. pipe size is 3/4'. * The system shoN be warranted for oN labor and materials for a * All valve equipment shaN be placed in valve boxes. period of one yea' from the date of substantial completion of the * Sieeving shall be four inch diameter (4 ") Sch. 40 PVC. Extend system as documented by a signed and dated copy of acceptance sleeve 6' past the edge of concrete flotwork /walls. from the Landscape Architect The warranty shill include; filing and s (Place spriWer heads two inches (2 frorn edge of walks, and repomg settlement of soil in trenches and repairing any damoge to twelve (12") from .aN plantings caused by such. Bid shah also include one winterization and • At head —in— set heads 12' in from curb_ pa��' spr octiRed votion /od justment. 'Record • instal! a wirekm Mini — aic rain sensor_ * - Pre pare - o compIle a kx)ble and accurate set • InstaN 14 -1 direct burial wire continuous~ run one hot wire to each of 'as built' as lnstaflation praaeeos. Note any utiities, valve and one cainirixxi wire through each vahal provide one spare drainage encountered. 'As built' dravri r shah be submitted to wire to eocfi valve. leave a 'loop' of wire at aril mainline turns. ' Syst is for wnt Do wimfign poyr troc or a aWWVWU with air. not use automatic amain vdve& Instal nwmud dram vdves an Mainline in drm*N to an 11' x 17' fbinTiat, color code the station/Nnes and low points to flockate ftwiffnip and repairs. Drains shah empty into kminote in heavy plastic. SAwnittds to also include ail i oction grand snips (ruin- 3 mk) at a 45 degree mg1p. 11"In is and ec srnent 'catalogue cuts /product desariptivns'_ --- ...,,. -ft .%, -. -q► - w►.�e.- .- �'..+M .►�. .- a _. :..,. I .. - +�. - -_r .. - .r .I*— __ - w . —a0— W&+ - v- • 4b • r 1' pa r 3/4' 3 .1 -1/4" - �'1 3/4" .rte', �� }►r ��1 , !) •... 21 r 5 \ 1, CA 0t1h 2 2 ' � . 3/4 � i n t � 0 1 —� MATCHLINE �.......,..... �. .� ..., ..� .� too BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURLINGAME — CA — 94010 TEL (650) 692 -9911 FAX (650) 692 -0181 ■ &e-ontm COMPOK ft Glenn Takagi Landscape Architect 18550 Firlo Way N. Suite #102 Shoreline, WA 98133 (206) 542 -6100 FAX: (206) 546 -1128 Construction Set 4.26.05 1 Client Revisions 8.9.05 riveway Change 9.16.05 NO- W DATE IT IS THE RESPONSIBi! ITY OF IHE CON TRAC• IOR TO VLRIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT REC IVED r ►� 01111111 AUCTION, LLC L 2.2 i BVM OTY OF TLlriMlitJ1 �fTHi �.� ... r- .. --s.�� _. _ _+�. _ .� -.�.r : ��.+a. �•�'- �.�+.+�+^.�,r - ^.rte - - �w -_ ., �.1.•...�r�a . 1�'.��r �+�►^ .�.�1.�� •�...a,�..1�.�.r•+A!► :, ,1� te + 0 Of Z _J Q o Q � cr- Q Z W W elf m Or Z Q Z < 0 U00 IX W V— aD �-- �—' Z CY) ZJ< Q 0 Y < Z Q J 3 W Go g Y V w►IE ,roe N_a L 2.2 i BVM OTY OF TLlriMlitJ1 �fTHi �.� ... r- .. --s.�� _. _ _+�. _ .� -.�.r : ��.+a. �•�'- �.�+.+�+^.�,r - ^.rte - - �w -_ ., �.1.•...�r�a . 1�'.��r �+�►^ .�.�1.�� •�...a,�..1�.�.r•+A!► :, ,1� te + O .I CLEAN, COMPACTED NATIVE BACKFlLL MATERIAL DETECT —A —TAPE (BLUE) BACKFlLL MATERIAL o .\ A 1 D MAINLINE NOT TO SCALE SAW CUT 10' (MIN) VALVE BOX W/ LOCKING LID. AS READ. 'CON" BRASS SWEAT TO THREAoED , D SLEEVE TRENCHING NOT TO SCALE ADAPTER 9� e SAND10R APPROVED BACK LL MATERIAL) PVC MAIN LINE BUNGLE CONTROLLER HARES UNDER MAIN LINE do SWIN G�J�OIN� S LATERAL & M SHARE TRENCH) )MBES TO MAIN LINIF ASPHALT, CONCRETE OR MASONRY PAVED I f C 1 1� FINISH ADE PVC TRIPLE SMANG JOINT do HEAD BACKFlLL m � AROUND >, SMANG JOINT do HEAD W/ SAND PVC LATERAL LINE OVER EXCAVATE UNSUITABLE 2b DLATERAL LINE MATERIALS NOT TO scams TACK —SEAL " I i GATE VALVE (LOCATE M BOX F T -25 USED) POINT OF CONNECTION: 0 BED AREAS NOT TO SCALE V ALVE BOX W/ LOCKING LID. EXTE1rSO4S AS REQUIRED. SEE PLAN NOTES. MATCHLINE ■1� III�I �■■ rIIBIi1�Ir r r r �mi Im■ ■� �iiii a■Iiii Iiii■■ i 3/4' , SHEET L2.2 3/4" / 34 " _ -� o-- - ---a -- -� --o _ Aft 3/4" 3/4" 1 1--1 /4N 3 4 1-1/2 , /4 in 3/4" l 1 3/4 2" 19 56 2-1/2 . 2 1 3/4" 3/4" 1-1 i o 1 -1/4" 1/4 4 GALV THREADED i I U —BOLT W/ NUTS do " WASHERS (TYP) 3/4 1 N 3/4" 1 FINISH GRADE 1 3/4" 3/4" 3/4" co 3/4 + 01 10" IN VALVE BOX W/ 11 3/4 w L ING LID (SEE 18 I I Z (y SPECS) - 1 -112" II Z BRASS QUICK COUPLER VALVE (SEE SPECS) G �• -3/4 3 4 2 34 / _ W L /4 3 "OF � -1 /2 WASHED 3/4 N 20CK OVER GEOTEXTILE 2 - - 2 1-1/27 1 N '- 6 1 SCH 80 - )VC - 40 GALVANIZED - - TRIPLE SWING JOINT ASSEMBLY - north 0 10 IN 40 SCALE: 1"= 20' 1 /4 cALv THREADED u -eat w/ Nuts & WASHERS (rrP) eaArx a.N vin r PIP COCKS TO BE UPRIGHT I BRASS QUICK COUPLER ID A EASILY A E I (LOCATE IN BOX IF T -25 USED) ORIENTATION APPROVED BY ENGRCM L---1 MIN VALVE BOX w LOCKNrG LID. EX 134SIONS _ • ' AS � I REQUIRED. B S NIPPLES � ` � r 1 - 6 1 SCH 80 PVC 1 MASS PVC 31-C ca t ADAPTER VALVE t ' r TO MAINLINE WASTER VALVE t 3 < 1- /7'u%.q fD ROCK OyER 4XOTE KTU FAWK FINM GRADE PLASTIC MOLDED VALVE BOX W/ LID SI?m TO PROAX 6'11IN1 CLEARANCE DT WEEN 1 NQNS AND INSIDE FACE Of eox GROUT MEW= (TVP) BLUNK DEMATTEI ASSOCIATES ARCHITECTS AI A 1555 BAYSHORE HWY #300 BURLINGAME -- CA -- 94010 TEL (650) 692 -9511 FAX (650) 692 -0181 . • C�111!t MIL Glenn Takagi Landscape Architect 18550 FkVwxIs Way N. Suite #102 Shoreline, WA 98133 (206) 542.6100 FAX: (206) 546 -1128 onstruc s n 1 4.26. DrIvewav Chonce 9.16.05 REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT CEI VED r, ch rNH i-o STAUC TiOp, L.0 D 0 _j z Q 0 Q � a Z w W OL fy 0 m J Q Z Q O 00 0 Z C) 00 Z .,.� jr T- � 0) Q Z a Q Q ]C - z � W C4 3 OD Y U DIANE .SOB NQ L 204 SME" 8' WAC1ED 9//2 ROCK 611SE (Oft 6 ROCK FOR OPEN BOTTOM VALVE BOX -� MSTALLATiOM) 1 /3 Cif VD OF DRAW ROCK AT BOTH ENDS OF VAULT UNDER CEP T , COMPACTED NATIVE BACKFlLL MATERIAL 6/8 "MINUS CRUSHED i ROCK BEDDING ' PVC SLEEVE MATH MAIN OR NOIM LATERAL 1. SLEEVE SIZE AS LINES SHOEN ON PLANS OR 2. SLEEVES CONTROLLER REQUIRED UNDER MARES ALL PAVED AREAS i GATE VALVE (LOCATE M BOX F T -25 USED) POINT OF CONNECTION: 0 BED AREAS NOT TO SCALE V ALVE BOX W/ LOCKING LID. EXTE1rSO4S AS REQUIRED. SEE PLAN NOTES. MATCHLINE ■1� III�I �■■ rIIBIi1�Ir r r r �mi Im■ ■� �iiii a■Iiii Iiii■■ i 3/4' , SHEET L2.2 3/4" / 34 " _ -� o-- - ---a -- -� --o _ Aft 3/4" 3/4" 1 1--1 /4N 3 4 1-1/2 , /4 in 3/4" l 1 3/4 2" 19 56 2-1/2 . 2 1 3/4" 3/4" 1-1 i o 1 -1/4" 1/4 4 GALV THREADED i I U —BOLT W/ NUTS do " WASHERS (TYP) 3/4 1 N 3/4" 1 FINISH GRADE 1 3/4" 3/4" 3/4" co 3/4 + 01 10" IN VALVE BOX W/ 11 3/4 w L ING LID (SEE 18 I I Z (y SPECS) - 1 -112" II Z BRASS QUICK COUPLER VALVE (SEE SPECS) G �• -3/4 3 4 2 34 / _ W L /4 3 "OF � -1 /2 WASHED 3/4 N 20CK OVER GEOTEXTILE 2 - - 2 1-1/27 1 N '- 6 1 SCH 80 - )VC - 40 GALVANIZED - - TRIPLE SWING JOINT ASSEMBLY - north 0 10 IN 40 SCALE: 1"= 20' 1 /4 cALv THREADED u -eat w/ Nuts & WASHERS (rrP) eaArx a.N vin r PIP COCKS TO BE UPRIGHT I BRASS QUICK COUPLER ID A EASILY A E I (LOCATE IN BOX IF T -25 USED) ORIENTATION APPROVED BY ENGRCM L---1 MIN VALVE BOX w LOCKNrG LID. EX 134SIONS _ • ' AS � I REQUIRED. B S NIPPLES � ` � r 1 - 6 1 SCH 80 PVC 1 MASS PVC 31-C ca t ADAPTER VALVE t ' r TO MAINLINE WASTER VALVE t 3 < 1- /7'u%.q fD ROCK OyER 4XOTE KTU FAWK FINM GRADE PLASTIC MOLDED VALVE BOX W/ LID SI?m TO PROAX 6'11IN1 CLEARANCE DT WEEN 1 NQNS AND INSIDE FACE Of eox GROUT MEW= (TVP) BLUNK DEMATTEI ASSOCIATES ARCHITECTS AI A 1555 BAYSHORE HWY #300 BURLINGAME -- CA -- 94010 TEL (650) 692 -9511 FAX (650) 692 -0181 . • C�111!t MIL Glenn Takagi Landscape Architect 18550 FkVwxIs Way N. Suite #102 Shoreline, WA 98133 (206) 542.6100 FAX: (206) 546 -1128 onstruc s n 1 4.26. DrIvewav Chonce 9.16.05 REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT CEI VED r, ch rNH i-o STAUC TiOp, L.0 D 0 _j z Q 0 Q � a Z w W OL fy 0 m J Q Z Q O 00 0 Z C) 00 Z .,.� jr T- � 0) Q Z a Q Q ]C - z � W C4 3 OD Y U DIANE .SOB NQ L 204 SME" 8' WAC1ED 9//2 ROCK 611SE (Oft 6 ROCK FOR OPEN BOTTOM VALVE BOX -� MSTALLATiOM) 1 /3 Cif VD OF DRAW ROCK AT BOTH ENDS OF VAULT UNDER CEP T PRESSURE REDUCER STRAINE F REQUIRED (Lacwic oowsmvr nm mavLOw rw"nm ocWE) NOT m sMc DOUBLE CHECK VALVE /BACKFLOW PREVEN R NOT ro scut �. -+.�- ' � �"ti ^^1�+�. ..s ..r- �t - "!.tiV"+sr' - �....•,�, - s - 7.a+s..w....s _�... - ... . _ .. a,.� .. _� .. .. ... , s-.r -� ..�. � -- .-. .-- .� _ 0 NOTE.- ADD PRESSURE FAMUC1NG VALVE iF REQUIRED. FINISH GRADE 1 r I r DOUBLE CHECK VALVE ASSEk*NLY B ACK LO W P�l 7 FEBW 850 2a L L i GAIGES COPPER ORMI�� 1IE SKAT TO 1MiE400 VALUE ADAPTER AssDreLY w/ ut»IOni (SEE SPECS) 11VC WEEP MOLE SLAT ORM v cm► OF �t.«vMt�► • s r_111 i i PRESSURE REDUCER STRAINE F REQUIRED (Lacwic oowsmvr nm mavLOw rw"nm ocWE) NOT m sMc DOUBLE CHECK VALVE /BACKFLOW PREVEN R NOT ro scut �. -+.�- ' � �"ti ^^1�+�. ..s ..r- �t - "!.tiV"+sr' - �....•,�, - s - 7.a+s..w....s _�... - ... . _ .. a,.� .. _� .. .. ... , s-.r -� ..�. � -- .-. .-- .� _ 0 NOTE.- ADD PRESSURE FAMUC1NG VALVE iF REQUIRED. FINISH GRADE 1 r I r DOUBLE CHECK VALVE ASSEk*NLY B ACK LO W P�l 7 FEBW 850 2a L L i GAIGES COPPER ORMI�� 1IE SKAT TO 1MiE400 VALUE ADAPTER AssDreLY w/ ut»IOni (SEE SPECS) 11VC WEEP MOLE SLAT ORM v cm► OF �t.«vMt�► • s AGGR. Aggregate F. E. Fire Extinguisher MIN. Minimum S 007 SANITARY SEWER do WATER PLAN 9W VWWOrt of a adopt AL. Aluminum FGL. Fiberglass MIR. Mirror BREAK LINE ' � ' • ' � ' • ' • ' • CONCRETE S4 MAINTENANCE BLDG. PARTIAL PLANS � E Ci0d6 Or ordinance. P&-g" ALT. Alternate F.H. Fire Hose MISC. Miscellaneous S.A.R. Supply Air Register • COB SITE CROSS SECTIONS S5 DETAILS '' is AMP. Ampere F.H.M.S. Flat Head Meta! MLD. Moulding S.C. Solid Core 009 DETAILS S6 DETAILS ANOD. Anodized Screw MOV. Movable S.C.D. Seat Cover Dispenser _ DIMENSION TO FACE CONCRETE BLOCK (CMU) 010 DETAILS APR. Apron F.H.W.S. Flat Head Wood MRS. Marble SCHED. Schedule OF STRUCTURE C11 DETAILS LANDISCiAR APPROX. Approximate Screw MT. Mount (ed) SCR. Screen C12 NOTES dr SPECIFICATIONS ARCH. Architect FIN. Finish (ed) MTL. Material S.D. Storm Drain DIMENSION TO C13 EXISTING CONDITION MAP L1.0 PLANTING PLAN SECT. Section L1.1 PLANTING PLAN ASPH. Asphalt 'FIX. Fixed MUL. Mullion CENTER LINE MASONRY A. S. T. M. Am. Soc. for Testing FL. Floor MWK. Millwork SH. Shelf (Shelves) L1.2 PLANTING PLAN ov d ?r Materials FLASH. Flashing SHO. Shore (d) (ing) DIMENSION TO FACE L1.3 PLANTING PLAN - 59z" AUTO. Automatic FLUOR. Fluorescent SHT. Sheet WOOD FINISH L1.4 PLANTING PLAN F.O.C. Face of Concrete N SHTH. Sheathing OF FINISH A0.2 NOTES P L1.5 PLANTING PLAN SEPARATE F�ERFW(1'1' B F.O.M. Face of Masonry SKL. Skylight dA1.1 DEMOLITION SITE LAN L2.0 IRRIGATION PLAN REARED FOR' SL. Sliding A1.1 SITE PLAN BD. Board F.O.S. Face of Stud N North SIM. Similar STAIR DIRECTION WOOD, FRAMING Q A1.1 SE URITY CAMERA LOCATION PLAN L2.1 IRRIGATION PLAN Mechanical BET. Between F.O.W. Face of Wall (N) New S.N.D. Sanitary Napkin L2.2 IRRIGATION PLAN FPL. Fireplace NAT. Natural WORK POINT A2.1 MAIN ANCE AND ADMINIS A ON BLDGS � � BIT. Bituminous Dispenser L2.3 IRRIGATION PLAN B.L. Building L ine FPRF. Fireproof N.I.C. Not in Contract y P WOOD BLOCKING do S.N.R. Sonitor Napkin / OVERALL FLOOR PLAN F P A L2.4 IRRIGATION PLAN Plumbing � F.S. Full Size NOM. Nominal DATUM POINT / A2.1 A MAINTENANCE BUILDING PAR11 AL F LAN BLDG. Building FT. Foot N.T.S. Not to Scale Receptacle CONTROL POINT DOOR SCHEDULE L2.5 IRRIG PLAN Gas Piping BLK. Block SNT Sealant BLKG. Blocking g S.P. Soundproof (ing) PLYWOOD A2.2 MAINTENANCE BUILDING ROOF PLAN PLAN B � w FTC. Footing Oi TukWi B.M. Bench Mork FUR. Furrin g SPC. S acer A FU T. Future 0 SP.D. Soap Dispenser A3.1 MAINTENANCE BUILDING EXTERIOR ELEVATIONS uq=M DUMCM SO T. Bottom Beam FR. DR. Fire Door SPEC. Specification _- A3.2 MAINTENANCE BUILDING EXTERIOR ELEVATIONS SO I �--�----•• BRIG. Bearing 0/ Over SPKR. Speaker "' - -- - -- -- - -- - -- COLUMN / GRID LINE GYPSUM BOARD A6.1A MAINTENANCE BUILDING PARTIAL BRIG. Brick OA Overall SPL. Special REFLECTED CEILING PLAN A BR Bronze G OB. Obscure SQ. Square A6.1 B MAINTENANCE BUILDING PARTIAL B.S. Both Sides O .C. On Center S.S. Stainless Steel ACOUSTIC TILE REFLECTED CEILING PLAN B Trot rlans have heal reviewed by the rii'mic GA. Gauge 0. D. Outside Diameter S Service Sink Al2.1 ADMINISTRATION BUILDING FLOOR PLAN W. orks Dera, In nt for conformance vvi cetrrent GAL. Gallon O. F. C. 1. Owner Furnished/ ST. Street ® CF}� ROOM NUMBER dt NAME All 2.2 ADMINISTRATION BUILDING ROOF PLAN Cirr stsndarcic. Acceptance is subject to ermm and C G.B. Grab Bar Contractor Installed STA. Station INSULATION, BAIT A13.1 ADMINISTRATION BUILDING EXTERIOR ELEVATIONS ernicc - w hich do not a►lthori�C violations of G.C. General Contractor OFF, Office STD. Standard A13.2 ADMINISTRATION BUILDING EXTERIOR ELEVATIONS nclr 1cc1 standards or ordinances. The m o�sihiIi t G.I. Galvanized Iron OH_ Overhead STI... Steel WINDOW LOUVER TYPE A1 1 IN ON BUILDING R TED CEILING PLAN for I the ad va of the design rests totally with t CAB. Cabinet he GKT. Ga O.H.M.S. Oval Head Metal Screws Ste• Storage WINDOW/ LOUVER Catch Basin GL. Glass O.H.W.S. Oval Head Wood Screw STRUCT. Structural INSULATION, RIGID A22.1 NEW QTA FACILITY FLOOR PLAN &6.zncr. Additions, deletions or rcvisionc to these CEM. Cement GR. Grade 0. J. Open Web Joist SUS. Suspended A23.1 QTA BLDG EXTERIOR ELEVATIONS e7iwir:cc after this date ai!1 void this acceptance CER. Ceramic GIRT. Grout OP. Opaque SYM. Symmetrical ® DOOR TYPE 26.1 QTA BLDG REFLECTED CEILING srd Nvl!l rcq>>ire a resubmittal of reined drav;I CU. FT. Cubic Feet GVL Gravel OPNG. Opening SYN. Synthetic C. FL. Counter Flashing GYP. G Opposite SYS. System r 2 -N "' N fir ��! {��cnuent apprcz�•�1. Gypsum OPP. OPp S. South DETAIL REFERENCE C.I. Cast Iron CLG. Ceiling GSM Galvanized Sheet ® EQUIPMENT / AB Metal FURNISHING TYPE 17,r7.1 ac +.e; Farce is c�! rCt t , ~ �d in�-�ect:on by CLKG. Caulkin f g P T t�-e I' ' c �� n; '�c • :e� : ~ cc�cr. CL. Closet �•c: fir: CLR. Clear H PAR, Parallel T. Tread - MATCH LINE 5 INTERIOR No Ch a dal be CNTR. Counter PART. Partition T&G Tongue do Groove ELEVATION REFERENCE of w - .A . p � e ap --- D - ��.�'�_ of C.O. Clean Out T_B. Towel Bar Al COL. Column H.B. Hose Bibb PAV. Pav (ed) (ing) Cement) T.C. To of Curb 'E� :;_�ii� Building Dlvislon. H.C. Hollow Core P.C.C. Pre - cast Concrete P NOTE: Rev., : -rs wil require a new pI?n subm; dl CONC. Concrete TEL. Telephone P (IV - se- 1 LA V/ / 0 HD. Head P.C.F. Pounds per Cubic � SECTION REFERENCE and m.:y i:�ude additiortia! tan netirie'.. ;rs. CONT. Continous �HDR. Header Foot TEM. Tempered t CONST. Construction �HDW. Hardware PERT. Perimeter THERMO. Thermostat IN CONTR. Contract HDWD. Hardwood PERM. Permanent THK_ Thick (ness) CPR. Copper H.M. Hollow Metal PRE- FAB. Pre- fabricate (d) THRESH. Threshold CPT. Carpet H Horizontal P.L.F. Pounds er Lineal TOIL. Tolerance PERMITS REQUIRED CSMT. Casement HR. Hour Foot p T.P. Top of Pavement CTR. Ce HGT. Height P.G. Plate Gloss T.P.D. Toilet Paper Dispenser CSK. Countersunk g T.PTN. Toilet Partition HTG. Heating PKG. Parking TR. Transom 1) SEPA (Approval received on 3/8/05) 0 CV. Cove HVAC Heating/Ventilation PL. Plate T.s. Top of Slab C.W. Cold Water 2) Design Review (Approval received on 3/24/05 by BAR) ..�� r �"; 1 Air Conditioning P.LAM. Plastic Laminate T.ST. Top of Steel J E CU. YD_ Cubic Yard PLAS. Plaster T.V. Television cc , t.J M - ) % PLY. Plywood T.W. Top of Wall ^ . I PNL_ Panel TYP. Typical D! D PT. Point D.A. Double Acting I. D. Inside Diameter P.P. Ponderosa Pine U DBL. Double !N. Inch PR. Pair � 1 INS. Insulation PREFIN. Pre - finshed U.B.C. Uniform Building Code DEM. Demolish INT. Interior PROD. Project UND. Under --• _ DEPT. Department INTM. Intermediate P.S.C. Pre - stressed Concrete UNF. Unfinished DET. Detail INV. Invert P.S.F. Pounds per Square VR. Urinol D.F. Douglas Fir, Foot F Drinking Fountain P.S.I. Pounds per Square DIAG. Diagonal J Inch V DIM. Dimension PT. Point (ed) V. Vat SCO OF WORK DEF ERRED NN�TTTALS DISP. Disposal J. Joist P.T.D. Paper Towel Dispenser VAC. Vacuum JAN. Janitor P.T.D. Per Towel Di D.L. Dead Load R o DN. Down / p Dispenser/ / VA4_ Varnish DP. Dampproofing JT. Join t Receptacle V.B. Vapor Barrier 1) Prefabricated Metal Canopies P.T.R_ Paper Towel Receptacle VERT Vertical D Damper P.V.C. Poly -Vinyl Chloride VEST_ Vestibule 2) Design -Build Mechanical, Electrical and Fire Sprinkler drawings D R. Door K 'V_G_ Vertical Groin DS. Downspout Q EXTERIOR MODIFICATIONS TO EXISTING ADMINISTRATION AND MAINTENANCE BUILDINGS. 3) Design - Build Fire Alarm System. DW. Dumbwaiter VIN. K. �K. Kip (1000 ib.) 'VNR. V V eneer ABOVE - GROUND FUEL TANK SCREEN, SITE IMPROVEMENTS AND ADDITION TO MAINTENANCE F % =�► DWG. Drawing KiT. Kitchen Q . T. Quarry Tile V.T. Vinyl Tde BUILDING FOR FLUIDS STORAGE. _ C!T'1 v= DWR. Drawer K0. Knockout v r , KP. Kickplate R W LT F rr_ :M.tT CE E W. West R. Riser, Radius E. East L R.A.G. Return Air Grail W w / With 200M W .B. Wood Bose EXIS . ZE) Existing LG. Leng R.B. Rubber Base EA. cac'� E.B. Expcns:or Bo+t g RB.T_ Rubber rte W.C. water Closet A S. Laboratory R.C.P. Reinforced Conrete WWD. Wood LAM. Larn:'' ate �WlIIDW. w>r+d�w PRO, =CT PRO. CT DATA VICWY MAP E_„_ Exacns:a+^ ,,jairt ;.AV. La vator y R. W.G. Wire amass EL.EC. E ect�c (ai) ��. Left Hord R. . Roof Oran W.H. Water Heater R.D.F. Recessed D.- inking CT 000m- _ E °;�E E ► evo : =on 2003 INTE- RUTKWAL SUIiwMG CODE CIBC) LA S EDI ?IONS OF HE OLLOINNQ = _ - cR ` Live L W rought R. Locker Fou W . -B. when Bumper TE T T F _ - _* _ s -.� K E � Er"erge.•tcy r+tcjn I *_( Wht Wor _ 2003 u�oRr PL�eNG CODE (;CPC) NAT>Ok/1L cZ._ CODE (mac) E%,A.V. E- cone, L ' L: t R01WD. Redwood IEcrt 1lesr . ,� ' = - ' ' i _ .�, Ek C _ E c es., r e RE W ti F. IRe f fr ot a (d; O ng) W W.M . with oV t � C AN r , . ..AR REti T . AL GROL . INC. B LU Dt'w A T71 ASSOCIATES AR041 TEC TS 2'003 IN TERNATIONAL 1E014ANCAL CODE (TIC , NA704AL FRE CODE (AFC) � � - �'�IR. La.v� / P.O. Box 612 3937 Sa. 26tr, St. '555 8c ore �. . Suite 300 2003 INTMArO AL FRE ':')OE 'FC' NAT!�U� TIRE aROTECT'+ON /1(;E7r(`Y = �••••.►•..� REF. Reference a Yom' y- k . _ t E'� E g = , _ Laoes _ INcter Rroofing Oo "X ?525 But game. CA 94010 20113 VA904GTON S?AT 9*RGY COOS. OOP?ER 51 -" RAC CAS AND STANDARDS (NFPA), � E.z. E ec :- ca: °or-e+ REAR. Refr gerctor ; -' -. J 'w_5. Mater top (972; 453 -4062 (650) 692 -99'' BARRIER FREE ACCESS 0R 200.3 18C & +CC /AX9 A' 't 7.� -!99e "' _ = w EC_ EcVI WE Register 'wSCT. wainscot ,20x3 WA9*KTON STAT< VO4TI_ATIO�1 t OCK)OR AIR QAALTY CODE � � � _ - ! REM. Rerr ove 'TINT_ weigr t A KARL S. HIE �RlfiANh A T�1i1: iANQLER EASON 7 - t = �. Es Es: ir* ct a RE Q'D. Required w. T_ W. "I to wa � A ExC_ Excavate BIAS. Mcsonr RES. Resgient Ww w W_ Wewk W Wire Melt S TRiCTUNUM EX0 Expowd s. -w- t s _ IM AX Ma:rmuT RE T_ Return EXT. Esteror M.S Macf%ine Bat REV. RevLs+e (ion) ,► - EXTR. Extrwded Mi1_BAR- Yoist�►e Barrie R_F.G. Roofrg STERL G 4EI►�rY �t(,ANiZ/1TT CT �) aIC 11I�'E A 1 � � t' •-r . _ t -� , VD. Yard Bast 91723. 600 6QL't re. ! 60 kicicwsor+ St_ Suite 302 OQQ PA111cY`. TYPE IN" - FULL,Y SPQVSQBE 0 DER WP 3 ,� -•. .; � IV 1 FLT - .�.• _ ! • BeAevk^ MA 98fJ09 I 723 Sieotk, W& 981 OS ( -8T5 ( �i x-4512 ;� 9.600 S.F. AT? � A rN: RICK WM3LE , 1Wt_ LAPICJ►S�R S- 1 kllU4^7EP6A NM ; •�.•. _ _ - - M445 S.F. TOTAL_ 3MO45 SF_ - � ''�" -��. .�__ •'.° _ - ( (hiOT 'N BDA S CONTRA-T) LANDSCAPE (4) QTA FIFTY "M aF 1611MIS luc aoouPwrc' TVK it - PAGF'C EftGi1i1EER"G OESKM GLEW TAKAO B A FLC IR 4f8 Ls*d Ave SW LAwD9CAFNE ARC> *T'ECT 3.771 SF_ QTA BUt•DM Rwitart. IRA 98065 T Fwk rnos •try Roth 4.7310 SF. GAS !SLAND C W4WY (425) 257- 9+akrmow WA SP33 -391 '. 500 S.F. CAR WASH Eli1TRY AND EAT CAIWIOPIES Aw A TTft LOu E. LAMM% (206) 542 --VOC 185 SF. 7RA S" n ICEOSIiE_ 1 - - - -- -- - - - - -- ABBREVIATIONS �I I ARCHITECTURAL LEGEND SHEET INDEX AO.1 TITLE SHEET - -- - DATUM LINE EARTH Q Z�6 A F MBR. Member RF.H. Roof Hotch CM (NOT IN BDA S CONTRACT) T�� ZL A. B. Anchor Bolt F. M C Medicine Cabinet Fahrenheit MECH. Mechanic (al) RFL_ R.H. Reflect ( ed) ) ( ive) (or) Right Hand C01 COVER SHEET / COMPOSITE UTILITIES S1.0 OTA BLDG. STRUCT. NOTES FILE AC Acoustic - f.8.0. Furnished by MED. Medium RM. Room PROPERTY LINE SAND /MORTAR /PLASTER CO2 TEMPORARY EROSION CONTROL 52.0 OTA BULIDING FOUNDATION PLAN ��� Now 1010 A. Asphaltic Concrete Others MEMB. Membrane R.O. Rough Opening CO3 DEMOLITION PLAN S3.0 QTA BLDG. CO C. DETAILS A/C A. D. Air Condittioning Area Drain FBRK. F. D. Firebrick MET. Metal Floor Drian MFR. Manufacturer R/W R.W.L. Right of Way Rain Water Leader ---- -- - CENTER LINE ROCK FILL 004 GRADING do DRAINAGE PLAN (ADMIN. BLDG) PLAN MAINT BLDG S D T LS Pbn rev approval is subjed W errors CO5 GRADING & DRAINAGE � ) S2 ADMINISTRATION BUILDING - NORTH and om ftW& ADJ. Adjustable FDN. Foundation MH. Manhole C06 GRADING & DRAINAGE PLAN (QTA / EXIT BOOTHS) S3 ADMINISTRATION BLDG. NORTH Appf00al of construction dOCUffOltS does not aueoft AGGR. Aggregate F. E. Fire Extinguisher MIN. Minimum S 007 SANITARY SEWER do WATER PLAN 9W VWWOrt of a adopt AL. Aluminum FGL. Fiberglass MIR. Mirror BREAK LINE ' � ' • ' � ' • ' • ' • CONCRETE S4 MAINTENANCE BLDG. PARTIAL PLANS � E Ci0d6 Or ordinance. P&-g" ALT. Alternate F.H. Fire Hose MISC. Miscellaneous S.A.R. Supply Air Register • COB SITE CROSS SECTIONS S5 DETAILS '' is AMP. Ampere F.H.M.S. Flat Head Meta! MLD. Moulding S.C. Solid Core 009 DETAILS S6 DETAILS ANOD. Anodized Screw MOV. Movable S.C.D. Seat Cover Dispenser _ DIMENSION TO FACE CONCRETE BLOCK (CMU) 010 DETAILS APR. Apron F.H.W.S. Flat Head Wood MRS. Marble SCHED. Schedule OF STRUCTURE C11 DETAILS LANDISCiAR APPROX. Approximate Screw MT. Mount (ed) SCR. Screen C12 NOTES dr SPECIFICATIONS ARCH. Architect FIN. Finish (ed) MTL. Material S.D. Storm Drain DIMENSION TO C13 EXISTING CONDITION MAP L1.0 PLANTING PLAN SECT. Section L1.1 PLANTING PLAN ASPH. Asphalt 'FIX. Fixed MUL. Mullion CENTER LINE MASONRY A. S. T. M. Am. Soc. for Testing FL. Floor MWK. Millwork SH. Shelf (Shelves) L1.2 PLANTING PLAN ov d ?r Materials FLASH. Flashing SHO. Shore (d) (ing) DIMENSION TO FACE L1.3 PLANTING PLAN - 59z" AUTO. Automatic FLUOR. Fluorescent SHT. Sheet WOOD FINISH L1.4 PLANTING PLAN F.O.C. Face of Concrete N SHTH. Sheathing OF FINISH A0.2 NOTES P L1.5 PLANTING PLAN SEPARATE F�ERFW(1'1' B F.O.M. Face of Masonry SKL. Skylight dA1.1 DEMOLITION SITE LAN L2.0 IRRIGATION PLAN REARED FOR' SL. Sliding A1.1 SITE PLAN BD. Board F.O.S. Face of Stud N North SIM. Similar STAIR DIRECTION WOOD, FRAMING Q A1.1 SE URITY CAMERA LOCATION PLAN L2.1 IRRIGATION PLAN Mechanical BET. Between F.O.W. Face of Wall (N) New S.N.D. Sanitary Napkin L2.2 IRRIGATION PLAN FPL. Fireplace NAT. Natural WORK POINT A2.1 MAIN ANCE AND ADMINIS A ON BLDGS � � BIT. Bituminous Dispenser L2.3 IRRIGATION PLAN B.L. Building L ine FPRF. Fireproof N.I.C. Not in Contract y P WOOD BLOCKING do S.N.R. Sonitor Napkin / OVERALL FLOOR PLAN F P A L2.4 IRRIGATION PLAN Plumbing � F.S. Full Size NOM. Nominal DATUM POINT / A2.1 A MAINTENANCE BUILDING PAR11 AL F LAN BLDG. Building FT. Foot N.T.S. Not to Scale Receptacle CONTROL POINT DOOR SCHEDULE L2.5 IRRIG PLAN Gas Piping BLK. Block SNT Sealant BLKG. Blocking g S.P. Soundproof (ing) PLYWOOD A2.2 MAINTENANCE BUILDING ROOF PLAN PLAN B � w FTC. Footing Oi TukWi B.M. Bench Mork FUR. Furrin g SPC. S acer A FU T. Future 0 SP.D. Soap Dispenser A3.1 MAINTENANCE BUILDING EXTERIOR ELEVATIONS uq=M DUMCM SO T. Bottom Beam FR. DR. Fire Door SPEC. Specification _- A3.2 MAINTENANCE BUILDING EXTERIOR ELEVATIONS SO I �--�----•• BRIG. Bearing 0/ Over SPKR. Speaker "' - -- - -- -- - -- - -- COLUMN / GRID LINE GYPSUM BOARD A6.1A MAINTENANCE BUILDING PARTIAL BRIG. Brick OA Overall SPL. Special REFLECTED CEILING PLAN A BR Bronze G OB. Obscure SQ. Square A6.1 B MAINTENANCE BUILDING PARTIAL B.S. Both Sides O .C. On Center S.S. Stainless Steel ACOUSTIC TILE REFLECTED CEILING PLAN B Trot rlans have heal reviewed by the rii'mic GA. Gauge 0. D. Outside Diameter S Service Sink Al2.1 ADMINISTRATION BUILDING FLOOR PLAN W. orks Dera, In nt for conformance vvi cetrrent GAL. Gallon O. F. C. 1. Owner Furnished/ ST. Street ® CF}� ROOM NUMBER dt NAME All 2.2 ADMINISTRATION BUILDING ROOF PLAN Cirr stsndarcic. Acceptance is subject to ermm and C G.B. Grab Bar Contractor Installed STA. Station INSULATION, BAIT A13.1 ADMINISTRATION BUILDING EXTERIOR ELEVATIONS ernicc - w hich do not a►lthori�C violations of G.C. General Contractor OFF, Office STD. Standard A13.2 ADMINISTRATION BUILDING EXTERIOR ELEVATIONS nclr 1cc1 standards or ordinances. The m o�sihiIi t G.I. Galvanized Iron OH_ Overhead STI... Steel WINDOW LOUVER TYPE A1 1 IN ON BUILDING R TED CEILING PLAN for I the ad va of the design rests totally with t CAB. Cabinet he GKT. Ga O.H.M.S. Oval Head Metal Screws Ste• Storage WINDOW/ LOUVER Catch Basin GL. Glass O.H.W.S. Oval Head Wood Screw STRUCT. Structural INSULATION, RIGID A22.1 NEW QTA FACILITY FLOOR PLAN &6.zncr. Additions, deletions or rcvisionc to these CEM. Cement GR. Grade 0. J. Open Web Joist SUS. Suspended A23.1 QTA BLDG EXTERIOR ELEVATIONS e7iwir:cc after this date ai!1 void this acceptance CER. Ceramic GIRT. Grout OP. Opaque SYM. Symmetrical ® DOOR TYPE 26.1 QTA BLDG REFLECTED CEILING srd Nvl!l rcq>>ire a resubmittal of reined drav;I CU. FT. Cubic Feet GVL Gravel OPNG. Opening SYN. Synthetic C. FL. Counter Flashing GYP. G Opposite SYS. System r 2 -N "' N fir ��! {��cnuent apprcz�•�1. Gypsum OPP. OPp S. South DETAIL REFERENCE C.I. Cast Iron CLG. Ceiling GSM Galvanized Sheet ® EQUIPMENT / AB Metal FURNISHING TYPE 17,r7.1 ac +.e; Farce is c�! rCt t , ~ �d in�-�ect:on by CLKG. Caulkin f g P T t�-e I' ' c �� n; '�c • :e� : ~ cc�cr. CL. Closet �•c: fir: CLR. Clear H PAR, Parallel T. Tread - MATCH LINE 5 INTERIOR No Ch a dal be CNTR. Counter PART. Partition T&G Tongue do Groove ELEVATION REFERENCE of w - .A . p � e ap --- D - ��.�'�_ of C.O. Clean Out T_B. Towel Bar Al COL. Column H.B. Hose Bibb PAV. Pav (ed) (ing) Cement) T.C. To of Curb 'E� :;_�ii� Building Dlvislon. H.C. Hollow Core P.C.C. Pre - cast Concrete P NOTE: Rev., : -rs wil require a new pI?n subm; dl CONC. Concrete TEL. Telephone P (IV - se- 1 LA V/ / 0 HD. Head P.C.F. Pounds per Cubic � SECTION REFERENCE and m.:y i:�ude additiortia! tan netirie'.. ;rs. CONT. Continous �HDR. Header Foot TEM. Tempered t CONST. Construction �HDW. Hardware PERT. Perimeter THERMO. Thermostat IN CONTR. Contract HDWD. Hardwood PERM. Permanent THK_ Thick (ness) CPR. Copper H.M. Hollow Metal PRE- FAB. Pre- fabricate (d) THRESH. Threshold CPT. Carpet H Horizontal P.L.F. Pounds er Lineal TOIL. Tolerance PERMITS REQUIRED CSMT. Casement HR. Hour Foot p T.P. Top of Pavement CTR. Ce HGT. Height P.G. Plate Gloss T.P.D. Toilet Paper Dispenser CSK. Countersunk g T.PTN. Toilet Partition HTG. Heating PKG. Parking TR. Transom 1) SEPA (Approval received on 3/8/05) 0 CV. Cove HVAC Heating/Ventilation PL. Plate T.s. Top of Slab C.W. Cold Water 2) Design Review (Approval received on 3/24/05 by BAR) ..�� r �"; 1 Air Conditioning P.LAM. Plastic Laminate T.ST. Top of Steel J E CU. YD_ Cubic Yard PLAS. Plaster T.V. Television cc , t.J M - ) % PLY. Plywood T.W. Top of Wall ^ . I PNL_ Panel TYP. Typical D! D PT. Point D.A. Double Acting I. D. Inside Diameter P.P. Ponderosa Pine U DBL. Double !N. Inch PR. Pair � 1 INS. Insulation PREFIN. Pre - finshed U.B.C. Uniform Building Code DEM. Demolish INT. Interior PROD. Project UND. Under --• _ DEPT. Department INTM. Intermediate P.S.C. Pre - stressed Concrete UNF. Unfinished DET. Detail INV. Invert P.S.F. Pounds per Square VR. Urinol D.F. Douglas Fir, Foot F Drinking Fountain P.S.I. Pounds per Square DIAG. Diagonal J Inch V DIM. Dimension PT. Point (ed) V. Vat SCO OF WORK DEF ERRED NN�TTTALS DISP. Disposal J. Joist P.T.D. Paper Towel Dispenser VAC. Vacuum JAN. Janitor P.T.D. Per Towel Di D.L. Dead Load R o DN. Down / p Dispenser/ / VA4_ Varnish DP. Dampproofing JT. Join t Receptacle V.B. Vapor Barrier 1) Prefabricated Metal Canopies P.T.R_ Paper Towel Receptacle VERT Vertical D Damper P.V.C. Poly -Vinyl Chloride VEST_ Vestibule 2) Design -Build Mechanical, Electrical and Fire Sprinkler drawings D R. Door K 'V_G_ Vertical Groin DS. Downspout Q EXTERIOR MODIFICATIONS TO EXISTING ADMINISTRATION AND MAINTENANCE BUILDINGS. 3) Design - Build Fire Alarm System. DW. Dumbwaiter VIN. K. �K. Kip (1000 ib.) 'VNR. V V eneer ABOVE - GROUND FUEL TANK SCREEN, SITE IMPROVEMENTS AND ADDITION TO MAINTENANCE F % =�► DWG. Drawing KiT. Kitchen Q . T. Quarry Tile V.T. Vinyl Tde BUILDING FOR FLUIDS STORAGE. _ C!T'1 v= DWR. Drawer K0. Knockout v r , KP. Kickplate R W LT F rr_ :M.tT CE E W. West R. Riser, Radius E. East L R.A.G. Return Air Grail W w / With 200M W .B. Wood Bose EXIS . ZE) Existing LG. Leng R.B. Rubber Base EA. cac'� E.B. Expcns:or Bo+t g RB.T_ Rubber rte W.C. water Closet A S. Laboratory R.C.P. Reinforced Conrete WWD. Wood LAM. Larn:'' ate �WlIIDW. w>r+d�w PRO, =CT PRO. CT DATA VICWY MAP E_„_ Exacns:a+^ ,,jairt ;.AV. La vator y R. W.G. Wire amass EL.EC. E ect�c (ai) ��. Left Hord R. . Roof Oran W.H. Water Heater R.D.F. Recessed D.- inking CT 000m- _ E °;�E E ► evo : =on 2003 INTE- RUTKWAL SUIiwMG CODE CIBC) LA S EDI ?IONS OF HE OLLOINNQ = _ - cR ` Live L W rought R. Locker Fou W . -B. when Bumper TE T T F _ - _* _ s -.� K E � Er"erge.•tcy r+tcjn I *_( Wht Wor _ 2003 u�oRr PL�eNG CODE (;CPC) NAT>Ok/1L cZ._ CODE (mac) E%,A.V. E- cone, L ' L: t R01WD. Redwood IEcrt 1lesr . ,� ' = - ' ' i _ .�, Ek C _ E c es., r e RE W ti F. IRe f fr ot a (d; O ng) W W.M . with oV t � C AN r , . ..AR REti T . AL GROL . INC. B LU Dt'w A T71 ASSOCIATES AR041 TEC TS 2'003 IN TERNATIONAL 1E014ANCAL CODE (TIC , NA704AL FRE CODE (AFC) � � - �'�IR. La.v� / P.O. Box 612 3937 Sa. 26tr, St. '555 8c ore �. . Suite 300 2003 INTMArO AL FRE ':')OE 'FC' NAT!�U� TIRE aROTECT'+ON /1(;E7r(`Y = �••••.►•..� REF. Reference a Yom' y- k . _ t E'� E g = , _ Laoes _ INcter Rroofing Oo "X ?525 But game. CA 94010 20113 VA904GTON S?AT 9*RGY COOS. OOP?ER 51 -" RAC CAS AND STANDARDS (NFPA), � E.z. E ec :- ca: °or-e+ REAR. Refr gerctor ; -' -. J 'w_5. Mater top (972; 453 -4062 (650) 692 -99'' BARRIER FREE ACCESS 0R 200.3 18C & +CC /AX9 A' 't 7.� -!99e "' _ = w EC_ EcVI WE Register 'wSCT. wainscot ,20x3 WA9*KTON STAT< VO4TI_ATIO�1 t OCK)OR AIR QAALTY CODE � � � _ - ! REM. Rerr ove 'TINT_ weigr t A KARL S. HIE �RlfiANh A T�1i1: iANQLER EASON 7 - t = �. Es Es: ir* ct a RE Q'D. Required w. T_ W. "I to wa � A ExC_ Excavate BIAS. Mcsonr RES. Resgient Ww w W_ Wewk W Wire Melt S TRiCTUNUM EX0 Expowd s. -w- t s _ IM AX Ma:rmuT RE T_ Return EXT. Esteror M.S Macf%ine Bat REV. RevLs+e (ion) ,► - EXTR. Extrwded Mi1_BAR- Yoist�►e Barrie R_F.G. Roofrg STERL G 4EI►�rY �t(,ANiZ/1TT CT �) aIC 11I�'E A 1 � � t' •-r . _ t -� , VD. Yard Bast 91723. 600 6QL't re. ! 60 kicicwsor+ St_ Suite 302 OQQ PA111cY`. TYPE IN" - FULL,Y SPQVSQBE 0 DER WP 3 ,� -•. .; � IV 1 FLT - .�.• _ ! • BeAevk^ MA 98fJ09 I 723 Sieotk, W& 981 OS ( -8T5 ( �i x-4512 ;� 9.600 S.F. AT? � A rN: RICK WM3LE , 1Wt_ LAPICJ►S�R S- 1 kllU4^7EP6A NM ; •�.•. _ _ - - M445 S.F. TOTAL_ 3MO45 SF_ - � ''�" -��. .�__ •'.° _ - ( (hiOT 'N BDA S CONTRA-T) LANDSCAPE (4) QTA FIFTY "M aF 1611MIS luc aoouPwrc' TVK it - PAGF'C EftGi1i1EER"G OESKM GLEW TAKAO B A FLC IR 4f8 Ls*d Ave SW LAwD9CAFNE ARC> *T'ECT 3.771 SF_ QTA BUt•DM Rwitart. IRA 98065 T Fwk rnos •try Roth 4.7310 SF. GAS !SLAND C W4WY (425) 257- 9+akrmow WA SP33 -391 '. 500 S.F. CAR WASH Eli1TRY AND EAT CAIWIOPIES Aw A TTft LOu E. LAMM% (206) 542 --VOC 185 SF. 7RA S" n ICEOSIiE_ 1 ASSOCIATES ARCHITECTS AIA 1SSS SAYSHORE HWY 0300 r.0 iRL&4 ZAME - CA - 94010 TEL (650) 692 -9911 ■ FAX (650) 692 -0181 7765 REGISTERED ARCHITECT DEMATTE1 STATE OF W I DIRE MODIFICATION SM105 NO. REVISION DATE IT IS THE RESPONSIBUTY " OF THE CONTRACTOR TO VERIFY ALL FIELD COND171ONS AND COMPARE THEM 1MTH THE CONSTRUCTION DOCUMENTS FORE COMMENCING ACTIVITIES. RS. OSSONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHTECT 0 Z w a, Z W O Q O � W J <3 W L _ Z.J WCID OD a: Z Q F- V ken, LIJ 4 W Mr Zj< a !t t IW Zo3 J N L" im V� DATE .SOB 204UJW AO SHEET 1 OF V : i i t W i t I� r - - - -- -- - - - - -- �I I ASSOCIATES ARCHITECTS AIA 1SSS SAYSHORE HWY 0300 r.0 iRL&4 ZAME - CA - 94010 TEL (650) 692 -9911 ■ FAX (650) 692 -0181 7765 REGISTERED ARCHITECT DEMATTE1 STATE OF W I DIRE MODIFICATION SM105 NO. REVISION DATE IT IS THE RESPONSIBUTY " OF THE CONTRACTOR TO VERIFY ALL FIELD COND171ONS AND COMPARE THEM 1MTH THE CONSTRUCTION DOCUMENTS FORE COMMENCING ACTIVITIES. RS. OSSONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHTECT 0 Z w a, Z W O Q O � W J <3 W L _ Z.J WCID OD a: Z Q F- V ken, LIJ 4 W Mr Zj< a !t t IW Zo3 J N L" im V� DATE .SOB 204UJW AO SHEET 1 OF V : i i t W i t I� r rsr - 1r. Ptir. w.•... -...- --- A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4 SEC. 22, T. 23 N., R. 4 E., W.M. CIENDANrIF - TUKWILA TUKWI A, WA. 190 cK ry,..o •tN .,�.. �Mf .9 A 1 •(\ ",..0,10660 MAINT _ - - - i FACILITY cap,*, 0 . 9 w1clowaft r. rYMd1 i ownd Sit' er P + 1 (�i! • , r � . � e w ..,.. � •.w w c4c yr • ! •MT 1 - Mao , It FND, IJV_ MASS DEC ON IX' IRON FW Vi c.k% DOWN 0.6 W" 12-4q -. _w = -ow PACIFIC ENGIINEERMIG DESIGN, LLC. 4180 LIND A W. S. W. REN TON. WA 98055 CON TA C T LOU LARSEN (206) (425) 251 -8811. FAX (425) 251 -8880 SLRVEYCV:�: CEN THE PONK TE 3370= 9TH A VE_ 5` FEDERAL WA Y, WA., 991103 CONTACT.' STEW WOODS PLS (253) 661 -1901 2&79 f CEINDANT CAR RENTAL GROUP. INC. 3937 S. 26 TH S T DFW AIRPORT DALLAS, TX 75261 CON TA C T KARL NES TERMANN (9 72) 453-4062. FAX (9 72) 453-5103 AJIC447EC $LUW DEIIA "V AS;SO IA TES ARCMTE TS A" 1555 8A riwo E HWY j" &Lo?LIrM6iAw CA.. 94010 ,CONN TAC T CHANDUW S, EASON 0 AM (650) 692 -991 F" (650) 692 -0181 ADDRESS 15820 INTERNATIONAL BOULEVARD TUKWILA, WA 98 188 �I VICINITY MAP ?••± r r f �- T NOT TO SCALE • r A - HELD N 88' 38'54" W ALONG THE 4 0NUMENTED SOUTH LINE OF THE SOUTHWEST QUARTER OF SEC 22, TWP. 23N., RGE . 4E. W,M. PER CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. L02 -046 RECORDED UNDER RECORDING NUMBER 2002102590001 RECORDS OF KING COUNTY, WASHINGTON. ZCV#ffAL DATUM NAD 83191. OODEE COP ILA "aCE VERTICAL DATUM ' 4 - (NA VD 88) FOUND 3 - BRASS DISC ON KLICKATA ROAD IN SOUTHEAST CORNER ---- - OF OVERPASS TO IN TERSTATE 5. C;'' ' i ? ELEVA 77ON : 74.40 EGA THAT PORTION OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W M., DESCRIBED AS FOLLOWS: COMMENC AT THE SOUTHWEST CORNER OF SAID SEC 71ON 22; THENCE SOUTH 88'3854" EAST ALONG THE SOUTHERLY LINE OF SAID SECTION 22, A DISTANCE OF 542.25 FEET; THENCE NORTH 0171'06" EAST, 30 .00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 00 EAST, 202.01 FEET; THENCE NORTH 8818'54" WEST, 186.89 FEET; THENCE NORTH 17'72'20 EAST, 155.93 FEET; THENCE NORTH 8838'54" WEST, 18781 FEET TO A POINT ON THE EAST RIGHT -OF -WAY LINE OF PACIFIC HWY SOUTH; THENCE NORTH 20 EAST ALONG SAID EAST RIGHT-OF-WAY, 398.31 FEET TO A POINT ON THE CENTERLINE OF VACATED SOUTH 158774 STREET; THENCE NORTH 51 EAST ALONG SAID CENTERLINE OF VACATED SOUTH 158TH STREET 89.42 FEET; THENCE CONTINUING ALONG SAID CENTERLINE NORTH 35 EAST, 180.60 FEET; THENCE CONTINUING ALONG SAID CENTERLINE NORTH 70"59'44" EAST, 90. 86 FEET TO A POINT ON THE CEN TERLINE OF VACATED OLD MILI TAR Y ROAD AND A POINT ON A NON TANGENT CUR CONCA TO THE EAST HAVING A RADIUS OF 47768 FEET TO WHICH A RADIAL LINE BEARS SOUTH 8224'12 WEST; THENCE NORTHERLY ALONG SAID CURVE 68.35 FEET THROUGH A CENTRAL ANGLE OF 8'11'53", - THENCE LEAVING SAID CENTERLINE NORTH 39 EAST, 31.97 FEET; THENCE NORTH 5"39'59' EAST 4.51 FEET TO THE SOUTHERLY MARGIN OF S.R. 518, THENCE SOUTH 77 EAST ALONG SAID MARGIN 22.75 FEET; THENCE SOUTH 82002 EAST AL SAID MARGIN 324.59 FEET; THENCE SOUTH 5678'54 EAST ALONG SAID MARGIN 115.43 FEET; THENCE NORTH 89'30'59" EAST ALONG SA10 MARGIN 5.44 FEET THENCE LEAVING SAID MARGIN SOUTH 0029'01' EAST 215.00 FEET; THENCE NORTH 89'30'59 EAST, 7.50 FEET; THENCE SOUTH 0029'01" EAST, 118.18 FEET. C c THENCE SOU 1633'12 MUST. 14 FEET; THENCE SOUTH 52 WEST, 747.06 FEET; �, r THENCE SOUTH 37 EAST, 166.00 FEET; TKNCE SOUTH 2638'59 EAST, 41.94 FEET; THENCE SOUTH 37 EAST, 40 78 FEET, THE SOUTH 1171'06' REST, 199.21 FEET TO THE' NORTH MARGIN OF SOUTH 160TH STREET, THENCE NORTH 88'38 NEST ALONG SAID MARGIN 493.91 FEET TO THE TRUE POINT OF BEG1 VWG_ EXCEPT ANY PORTION THEREOF LYING NORTHERLY OF THE' SOU TH MARGIN OF SECONDARY STA hMGHwAY NO 1/ AS DESCROD IN KING COUNTY SUPERIOR COURT CAUSE NO. 545600 ALSO EXCEPT ANY PORTION THEREOF L MG NORTHM Y OF THE FOL.LOWNG DESCRSED LN4E: iBEG 0040 Alp A POINT 285 FEET SOU TH MES TERL Y 04EN MEASURED AT RIGHT ANGLES, FROM THE CENTER LSE OF SR 518s R; VERT'ON HE 04TS- SR 509 TO SR 5 THENCE SOUTNEAS TERL Y PARALLEL WTN SAD CENTER LAC TO A POINT OPPOSITE HIGH WA Y ENGNVEER STATION (HEREINAFTER REFERRM TO AS A H.E S.) 128+0. 7HENCE SOU '44NES TERL Y IN A S TRAOGH T LAIC TO A POINT MP09 TE H.E. S. 131+40 AND A DISTANCE OF 245 FEET SOIlD# STERL Y IKWFROaf THENNCE COMNTVA04G SOU 1N A STRAIGHT LMVE TO A POINT OPP097E H.ES. 132 +50 AND A DISTANCE OF 280 FEET SOU TMOESTM Y , DE NCE EASIM Y IN A S TRAIT LAC TO A POINT OPPM7E H. E S 137 +38 AND A DIS TAMCE OF 170 FEE - SOUIMM Y IWAICE EASTEW Y PARALLEL W'M7H SAIV CENTER LOC TO HE S 140+40 AND THE EM OF TICS LAW QESCRPT"i SITUA I N TW COLINTY OF POW STA>E OF St* " :0 RIGHM TITLE, TS, FWWW TIONS AND RESERVA RONS OF RECM OR i A TTACH MM TO B Y OFEMI ory OF LANK ul mg co Q3 0 zz to JoWN N Z �- Z ..., .. W a o Z0 oN m a,"woo LL L to 5 Iwo o pmo U low* W 0� *> i U a �RvJE NJ.. 0A06'! AA S t. - 11 -17-04 --m-m C01 • » • 1 1 ` f LL PROPOSED PANNG L r _ AS b MAS tssro r+c: Rs •70�+r : •�:r rl 100 0 50 100 200 "mm ZmL__ GFMPH SCALE SCALE: 1 = 100 SHEET INDEX C01 COVER SHEET COMPOSITE UTIUTiES CO2 TEMPORARY EROSION /SEDIAIENTAADN CONTROL PLAN CO3 DEMOLITION PLAN C04 GRADING AND DRAINAGE PLAN (ADMINISTRATION BUILDING CO5 GRADING AND DRAINAGE PLAN (MAINTENANCE BUILDING) C06 GRADING AND DRAINAGE PLAN (GATE HOUSE C6 -A GRADING AND DRAINAGE PLAN (QTA) C07 SANITARY SEWER AND WATER PLAN cos SITE CROSS-SECTIONS C09 STORAIFlLTER DETAILS C10 DETAILS Cil DETAILS C12 NOTES AND SPECIFICATIONS Ci3 EXISTING SITE CONDITIONS FNID. BRASS DISC wrrH TRACK DOWN 03 (04. 4 up Q 3 Y 2 F X 0 tL 0 Z r ' O U cr.X" z V IL Cb N %,06 - W 00�Q _jZ 0 �"3 Q i IL 000 O a �RvJE NJ.. 0A06'! AA S t. - 11 -17-04 --m-m C01 • » • 1 1 ` f LL PROPOSED PANNG L r _ AS b MAS tssro r+c: Rs •70�+r : •�:r rl 100 0 50 100 200 "mm ZmL__ GFMPH SCALE SCALE: 1 = 100 SHEET INDEX C01 COVER SHEET COMPOSITE UTIUTiES CO2 TEMPORARY EROSION /SEDIAIENTAADN CONTROL PLAN CO3 DEMOLITION PLAN C04 GRADING AND DRAINAGE PLAN (ADMINISTRATION BUILDING CO5 GRADING AND DRAINAGE PLAN (MAINTENANCE BUILDING) C06 GRADING AND DRAINAGE PLAN (GATE HOUSE C6 -A GRADING AND DRAINAGE PLAN (QTA) C07 SANITARY SEWER AND WATER PLAN cos SITE CROSS-SECTIONS C09 STORAIFlLTER DETAILS C10 DETAILS Cil DETAILS C12 NOTES AND SPECIFICATIONS Ci3 EXISTING SITE CONDITIONS FNID. BRASS DISC wrrH TRACK DOWN 03 (04. 4 up REVISIONS: SO. 'itP� CE 4 Am 801 1'48" R=477.68' L=68.34' --- S7 7 *56'1 2"E 2 2'75' A PORTION aF SOUTHWEST 1/4 OF SOUTHWEST 1/4 SEC. 22 T. 23 Na Re 4 Eg W.M. 360 - 7w'� Cy_ 0 e Fk, 4 ma 4m�� 1 3? ... ........ P ill P L ftimiN82 59 » W .324.59 can 9 f ► t n , —� ` N 9*40 7 E LIMI TS OF PISTURBANCE F F - ,W)d rC-,,Or 1 L N70"59'44*E p Co was am 90-86' 1 S'FOPM DRAIN MANHOLF. ;�iVl 34 210 ('f ING 343 8(', 21 --OF STRAW- CAH VAL 11 3_'a M) 10 .-WW I V N89"30'59"E 5.44 1 it I Q U : F A- unmeosur -)r)le 0 7 1 C \y \\ P _ j _T 4/ "o RIM ?`_ N 59 4P - I E Lod-der -T 15" ('ON47 F 34" '1) N I < v% CATCH BASIN ON 34" t T -PF N I It rounc! ebor wvth, 00� r 347 18 N IN, -,rlre able' 3^ CMP iE y I_mP 9 0 N U. -+--4 --- _" . L A. z Ilk C 9A !N 4R� SEWER MANHOA .-,AN I x 0 �35OLF OF STRAW RIM 361. m a H" 1 MP !E 33 9.8E k — iu TV w N VV a d d e r 1 r)" CCON(' IF 341, F�5 S _J_ WA TTLES 15 N r' ,'- F, 'I-, 341 I N N51 �3414 "E tf / Y 4% curb drop N89*30'59"E c�� %re % 89.42 j C A 1 7 \ � N' , � .50" \\ / X 4� 1p RBANCEN CID % Q, TALL 40LF OF 6 FROM go v— v_ Z. Ilk EXIC77NG C8 FOR PARKING VEMENr SIDE OF WATTLES ♦ ♦ --� ^ �7 D DRAINAGE. PIPE MAY BE - '�_ LA� ON SURFACE 10 F OF 0 CATCH BASIN INSERT so# 220L As PER DTL., SHT Cl I STRAW WATTLES in Z (TYP.) z 1 4 Si if � 1) WV 61 CA TCI-1 ASIN q F I o w • 1,�c PROVIDE CATCH BASIN INSERT I V - de-_ dulus RIM 3 43 uc�llcluous 360 98 IE 0 12" 1) PLUS WATTLE TO PROTECT EX. CB 1 curb • e�c i t-.� U 12" deciduous • wM AT THIS LOCATION 44OLF OF dec'duous LIMITS OF Q STRAW I I SEIA"EP MANIH01- r x " 4 P' vou P in RIM 360�8� 0 ICE3 DISTURBANCE � ;'� /'� --- -.i• -- ' — 18" ADS SSE 34 .30 IE *12" deciduous 8" .4_�) ':Z IN 3 4 E ��44 Si j W °t er III 012" - CA TCH BA SIN INSER T CorcrCt v 0 U Iry steps 41, PER DX., SHT C11 A 11 (TYP.) 41 1 1 2'*v d e d -.j Jv) wwv. 0 1*' Fine 1 icket lk, mom an mo 160V AW. 4 �0 booth r Lk - WACE am W van RIV ?49.77 4, 4 7 7, 000 w Via J oq ec ducu 3x cc SC -C ov e o r 3z 7OLF OF STRA W ISEINER mA-N L E 36 Cc '� , as; - d WA TTLES P VC N %V J' .3. 05 IE v. C 4, 7 �- ri : A 'Z, 15; 3 RIM 3: 7. 3 F, � 1�.^.�' �\ '. t_,' / r \ P 0;, A 7 N /_j '\de R!,bv L: T'. ou t C BEN 3z-a C-2- v_. 7 41k % r LO L L r n 1i In T f�T- :, 1 0 - R 6 A. X -4 d eft §aft age gge qa , aa � ea , ea , aa ae F:- 0 N'.-: F CATCt-i e-9N., S, Ik 7 r 41 19 -, 53?4 IE S — -74 r' j L, r. eer .� - - - -eta rtl_ Q 7z 1 7 z Cot _ Ir. S ex Z 7- P UAII TS OF Nr_ SE 9*- -,z A _A 7� 4 IN CATCH BASIN INSERT' F . 1.# 44 S S. 'z4' 49 A ---t, DISTURBANCE 4,_ -:\;Z. 44 t R _P&-�-ISHT CII dF:SlRA* I 14dLF' Ir I CATCH BASIN INSER PER DTL., SHT CII Z\ A E- v 0 , *D�-J�44 'I SSC X vr/ -40 sip 000 010 MEN TYP• AL-411ter () F Ve man 4hm aw ams man ams wom men man mok am was z& cA ' 51 NV, - I .. . - , - , . It, 7 Z 1145LF OF STRAW 4.-1♦ Cr ->• - / ' _ 1 &7.81 Z� ✓ f U WA TTLES Z :4 7 � -1 f "120V OF STRAW Jo :r JI ! I i , :7 z N37*57*54"W CATCH BASIN INSERT 166.00" PER DTL., SHT C11 & v :. It's v f. zz F �-.;r w a r • =L L _- Zt C::: & INS CA TW BASIN' IOSE !4 o - -c P F :-u n - - N26058*59OW Asc 41.94• • I F =7 CCL ._7 F war 2 we Gams man ma .7,C F rl WIN Sam low aw as amm mm pt 0 NW38'54"w Q id U 186.89' N,37%5_r54_W 3 6 40L — 5 - W F OF 7RA 40 ,`_' �` WA TILES - F:.:- Z 2 4,OLF OF S7RA W WA TTLES -� _ _ , _ _ - � }c c. _ j _ _' _ - ' ' Z' zz z - 1 Lman- or L" TS OF -_ 0 • ! e C 1;, DIL.. SHT Cl I DfS fd"r%#PvP%04__ ___l T % ZA z CA TCH aASdN WSERT 401LF OF SAUw or s7wAtw ME 60OLF OF' S IRAN 0 WATTLES _ — – —. � A wAT&Es dK V. L --- -- _ { __l �, A T I - # amm rs ame, imiso m rr -1 J"J" 4.7 Jv_p Am_!*a jalmoups *.0 * ui 4 "K E � i� � � � .� r . �' ''�.��tttttl■.tl..tt�.r • ��i�.,l..,...•.,t � � �,� � r - p- 9 is " sop amer I 4dft low t co 0 low MIT zz x 5 qw -7:-- dOp Wb 542-250 Atv - — M. A Z O ST. 540'9 2M . LEGEND ■ INTERIM SEDIMENTATION PROTECTION PER DTL., SHT C11 LIMITS OF DISTURBANCE EXIS TING CONTOURS VERTICAL DATUM: m 50 0 25 50 100 GFLAPHC SCALE SCALE: I'm 50? (NA VO W) FOUND 3* BRASS DISC ON KLICKA TA ROAD IN SOUTHEAST CORNER OF OVERPASS TO INTERSTATE 5. ELEVATION : 74.40 HOFMOWAL DATUM: NAD 83191 STRAW WAT7LE N07E: Fc !T L) C CONTRACTOR TO INSTALL STRAW WATTLES (STRAW LOGS) ALONG THE DOWNSTREAM EDGE OF ALL DISTURBED AREAS OF THE SITE AS SHOW TO PREVENT SEDIMENT FROM BEING TRANSPORTED ACROSS AREAS OF EXISTING PAVEMENT AND INTO THE EXISTING STORM DRAINAGE SYSTEM. ANCHOR WATTLES WITH WOW STAKES OR REBAR EVERY 4 FEET ON CENTER. ALLOW STAKE / REBAR TO PROTRUDE 3-4 INCHES ABOVE TOP OF WATTLE. PREPARE A THREE TO FIVE INCH DEEP TRENCH AND INSTALL SO THAT SEDIMENT CAN NOT FLOW AROUND OR UNDER WATTLE. CHECK AFTER EACH RAINFALL EVENT AND REMOVE EXCESS SEDIMENT AS NECESSARY. AL TERNA TE.- UPON APPROVAL BY THE CITY, WATTLES MAY BE PLACED ON PAVED SURFACE 5-10 FEET OUTSIDE SAW-CUT LINE TO ALLOW BETTER ACCESS TO WORK AREA, U77LITY CONNECTION POINTS, PAVEMENT REPLACEMENT /SEALING AND CURB INSTALLATION. A SECOND DOWNSTREAM WATTLE MAY BE REQUIRED FOR PROBLEM AREAS. LOCATE SECOND WATTLE 5-FEET DOWNSTREAM OF PRIMARY WATTLE. ALL WATTLES ON PAVED SURFACES SHALL BE ANCHORED 0774 SAND SAGS EVERY 8 FEET. CHECK AFTER EACH RAINFALL EVENT AND REMOVE ANY SEDIMENT BUILDUP FOUND ON PAVED SURFACES IMMEDIATELY. WATTLES SHALL BE JOPERMEATEX STRAW LOG 9" OR APPROVED EQUAL. CONTACT SCOTT NEWTON AT NORTHWEST LININGS & GEOTEX77LE PRODUCTS, INC (PHONE 253-872-0244, FAX.- 253-872-0245) OR s <ma#to: scottn th-W tflningsx 020C AS Om www. north westlia ings, com <http: ZZwww.13orthwestlinings.com NOTE ATERING AS SEASONAL SITE CONDITIONS DICTATE, THE CONTRACTOR SHALL PROVIDE A DEWATERING PLAN FOR THE SITE. PLAN TO BE RENEWED AND APPROVED BY PACIFIC ENGINEERING DESIGN, LLC AND THE CITY OF TUKWLA PRIOR TO IMPLEMENTATION. NO DIRECT DISCHARGE TO THE DUWAMISH RIVER IS ALLOWED NOTE: 1. A HAULING PERMIT IS REQUIRED PRIOR TO ANY EXPORTING OR IMPORTING OF MATERIALS DURING THE DEMOUTION OR CONSTRUCTION PROCESS. 2. DURING CONSTRUCTION, RETAIN ACCESS TO ALL EX. SEWER AND STORM DRAINAGE STRUCTURES. J. KEEP ALL STREETS FREE OF DIRT, MUD AND CONSTRUCTION DEBRIS THROUGHOUT I ,C:0 PROJECT CONSTRUCTION. 0;: Y CONS77W.AC710N SE<XfiffVCE = .-•;,-,T CENTE 1. ARRANGE AND A7TEND A PRECONS TRUC TION MEE77NG WITH CITY OF TUKWILA. 2. FLAG BOUNDARY LINES AND PAINT SAWCUT LINES AS INDICATED ON THE PLANS. MARK ALL CURBS AND ISLANDS TO BE REMOvED. 3 INSTALL, TESC MEASURES PER THE APPROVED TESC PLAN. 4. PROVIDE INTERIM CATCH BASIN PROTE'CT'ION FOR ALL EXISTING CATCHBASiNS ADJACENT TO WORK AREA. 5 SAWWT. REMOVE AND DISPOSE OF SELECT AREAS OF EXISTING ON—SITE PAVEMENT AS DIRECTED ON THE PLANS 6. DEMOLISH TREATER BUliXNG AND ON—SITE CURSS AS INDICATED. 7 GRADE SELECT PORTIONS OF THE SITE PER 7W APPROVED GRADING PLAN MAINTAIN EROSION CONTROL MEASURES JN ACCORDANCE WITH OTY OF TUKW" STANDARDS AND U~A C TURERS RECOMWNDA TONS. 8 MIS TALL STORM DRA&AGE SYSTEM AND WATER QUALITY VAULT MAN THIN MiTERW SED11MEN TA T" PRO TEC TION FOR ALL NEW CA MW TOR AND CLEAN TkVZOUGHOU CONS TRUCTION PHASE. 9. INSTALL SAMTARY SEWR SERVICE LAW AND OIL/WATER SEPARATOR TO OTA FACILITY 10 /NS TALL I" NIA TER SERMCES Alldr - — — . I f. M TALL ANY r%&,J NEW UNUMES (LlGHnPJa POO► CAS~ CA&E E7Cj 12- FWAL GRADE PARKING AREAS. 11 PA W STE. 14- LAMSCAPE SIX 15L RESC MEASURES UW7X AU RIISK OF E HAS PASSED. K D CLEAN 00111-911E S70 DRAINAGE SVS7EM- IND10W Alk lt MlEAStJRES AFTM INMOGNMY CLEAMM ALL PAWM SURFACES AM 0CrrCX* mAS AlkAMAAIL~ IPM 7w STOMW I SyS .M. Cd 0 00 U j 0) 0 > < OD 00 CD 0 00 OD Q w Z Z U) 0 0 w N N z Z w 0 z 0 CD W j 04 04 W : j X CL -, LL L tou V a .5 U b4 bQ Tog 04m AA S IC" — Z, 04mxm_CO2.0m ob 0 V_ YI D d 04 z cc LL 0 _j 6 < z qr- v w to jr Cq M ID Alm" C-A WI,_ 0 P � 04 a: atAQ_jz WN 2Ug 0oI 04m AA S IC" — Z, 04mxm_CO2.0m Kt VINQNS; r\ �5 77_561 2"` 2 2.75• A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4 SEC. 22, T. 23 N., R. 4 E., W.M. O r N �O N 0 0 w 0 %0 •• r N O A 0 d 0 i n 0 w X m Q x X A 0 X n 0 7 10 0 0 s 0 3 O W nor EX. PA VEIAEN T TO BE REMOVED - - - IPAMIKi S 1W (Tl'P.) - TO it Room" � OEM ` rlJ AN • Ex PMl �T TO � � 1 'D �i► j .� 49,3 -9�` - - - - - E � i 1 54 2-25 "W 26N.04. 3� No 00 u j 0 , Q 0 ?AWN z ozO�X�mU w WIN <cIw< ir a- '.' LL 0- tou 0 P OO th 0 " � 4) 0 0 U Ua PROJ T NO.. 04M DR A A'Nv 5 AA s suE CO3 N51'34'14 "E 89.42' EX. PA YEMEN T TO BE REMOVED EXISTIN "LEWS do CLARK" SIGN TO BE REMOVED I 1 / E)OST. FIRE YDRANT (TO REAIAI r 4r O 0 O Z J r � f EVSTING CURB TO BE f REL oc,ATE EXIS �. + �_ : UOWT POST _ Y' T I F1 N37 54 w i -- - - - -- " -- - - -_- - 166.00 i \ �W D TO BE \ \ACE t �• ;y .S v ` �;•.JJ r V . N26 F 41.94' ROVE 00S TING - s _ EXURB & POIR TIQN OF -- - _ - — - - - - p� s PE {Tl'P. ) EX I SLAND TO SE - \ EX. CURB TO BIE REMOVED N8E'38'54" iM t ., - - I - -- i - - -- ' 186.89' -- _ - - N37'57'54 *W \ ' l \ I ! 4.78' • -- 1 CURBS POiR TION OF EX. fSL A14M TO BE -- ----= 1 EX'PA%CWN T TO BE EX PA 1� M !' REMOVED - GL1WS & PORTION OF- , o B+EG�v f cum mmm Im _ acv I�OV/IL - - 1 «. ix cum .__ ....J — _ ....� ---- ' ' -- • ... . a= 8'11'48 �. -� _,�__ y ,.,,,, �N82'02'Sg " 324,59 , R =477.68' f NQS'�9'S9 "� L= 68.34' 4.51' ' N '40' 2 7 'E N 89'30' 59 "E 5.44' N 70 59 44 E 90.86' ,,. � ____ -- ! -- • ._ .__.. URBS AND iPOR `n � 1 t 1 -r- - - CURBS AND IPORTIO iN i ---OF EX. ISLA' O O BE - - E , \ _ _ I ---- - -OF EX. ISLA D �1`Cf BE + - REMOVED - r C J L � EXISTING r 09) - .,_ - V ,a \ _ .0 1 PA * NG STRIPE f- - - - - -- `ma �� �� �, \ - .__ ----� { _-• - -- - � --- _ _ -. - ; - - r �_ ---_ � , � \ \ C '�S �\ m RE NX / `\ \ REAfZ7VE "EXISTI G \�•':\'� b f _ _ ' ----� w. _ i N89030'59 "E CUBS 7.50 7.50 REMOVE P \ \ ' 1 \\ 4- -- - --� ; j _ _ _ -_ x? \ REIN/ _VEO _ C4 PORTION of EwsTING THEATRE " EXIST. FIRE T fG PER ARCWTECT PLMIS _ -• ; % % ; (TO REM SH AND REMOVE EXISTING FLO(W • / , LL T'O FHWShW WTH x IARAL FXL MATERIALS AND "� . - REMOVE � \; CT SIUBGRADE PER tEOTE� 1 ` EXISTI CURBS •'�� / �— —_- _ _ _ _ %. Al r 4j x I ISLAND T O BE EX PA VEMEN T REMOVED TO BE REMOVED ° h 10VE PORTICW OF D r ,--• CURB, SIDE �r I� *' P R (1�� LAN TE # m REMOVE PORTION OF ENV Ex. CURB WOVE EX. CURB EX. SIDEWALK �" -�� `' REMOVAL D PLANTER o VE EMS TM P STRIPE AND L 1 % L i 1 L I !! _ 1 n 50 0 25 50 100 GRAPM SCALE SCA : i , _ w , LEGI�ND Q 3 BUI L DING OU TL INE BUILDIN TO BE REMOVED EXISTING CURB EXISTING CURB TO BE REMOVED PROPOSED TREE EXISTING J EXISTING FIRE HYDRANT EXISTING AREA LIGHT M 1 n }C s LL Q 40 Q Z ''q W fo 'q Q Q to I\ 'q ¢ Xn Z 0 W I0� O Zn3Jc W*LLQ= ll U c) LL PROJ T NO.. 04M DR A A'Nv 5 AA s suE CO3 N51'34'14 "E 89.42' EX. PA YEMEN T TO BE REMOVED EXISTIN "LEWS do CLARK" SIGN TO BE REMOVED I 1 / E)OST. FIRE YDRANT (TO REAIAI r 4r O 0 O Z J r � f EVSTING CURB TO BE f REL oc,ATE EXIS �. + �_ : UOWT POST _ Y' T I F1 N37 54 w i -- - - - -- " -- - - -_- - 166.00 i \ �W D TO BE \ \ACE t �• ;y .S v ` �;•.JJ r V . N26 F 41.94' ROVE 00S TING - s _ EXURB & POIR TIQN OF -- - _ - — - - - - p� s PE {Tl'P. ) EX I SLAND TO SE - \ EX. CURB TO BIE REMOVED N8E'38'54" iM t ., - - I - -- i - - -- ' 186.89' -- _ - - N37'57'54 *W \ ' l \ I ! 4.78' • -- 1 CURBS POiR TION OF EX. fSL A14M TO BE -- ----= 1 EX'PA%CWN T TO BE EX PA 1� M !' REMOVED - GL1WS & PORTION OF- , o B+EG�v f cum mmm Im _ acv I�OV/IL - - 1 «. ix cum .__ ....J — _ ....� ---- ' ' -- • ... . a= 8'11'48 �. -� _,�__ y ,.,,,, �N82'02'Sg " 324,59 , R =477.68' f NQS'�9'S9 "� L= 68.34' 4.51' ' N '40' 2 7 'E N 89'30' 59 "E 5.44' N 70 59 44 E 90.86' ,,. � ____ -- ! -- • ._ .__.. URBS AND iPOR `n � 1 t 1 -r- - - CURBS AND IPORTIO iN i ---OF EX. ISLA' O O BE - - E , \ _ _ I ---- - -OF EX. ISLA D �1`Cf BE + - REMOVED - r C J L � EXISTING r 09) - .,_ - V ,a \ _ .0 1 PA * NG STRIPE f- - - - - -- `ma �� �� �, \ - .__ ----� { _-• - -- - � --- _ _ -. - ; - - r �_ ---_ � , � \ \ C '�S �\ m RE NX / `\ \ REAfZ7VE "EXISTI G \�•':\'� b f _ _ ' ----� w. _ i N89030'59 "E CUBS 7.50 7.50 REMOVE P \ \ ' 1 \\ 4- -- - --� ; j _ _ _ -_ x? \ REIN/ _VEO _ C4 PORTION of EwsTING THEATRE " EXIST. FIRE T fG PER ARCWTECT PLMIS _ -• ; % % ; (TO REM SH AND REMOVE EXISTING FLO(W • / , LL T'O FHWShW WTH x IARAL FXL MATERIALS AND "� . - REMOVE � \; CT SIUBGRADE PER tEOTE� 1 ` EXISTI CURBS •'�� / �— —_- _ _ _ _ %. Al r 4j x I ISLAND T O BE EX PA VEMEN T REMOVED TO BE REMOVED ° h 10VE PORTICW OF D r ,--• CURB, SIDE �r I� *' P R (1�� LAN TE # m REMOVE PORTION OF ENV Ex. CURB WOVE EX. CURB EX. SIDEWALK �" -�� `' REMOVAL D PLANTER o VE EMS TM P STRIPE AND L 1 % L i 1 L I !! _ 1 n 50 0 25 50 100 GRAPM SCALE SCA : i , _ w , LEGI�ND BUI L DING OU TL INE BUILDIN TO BE REMOVED EXISTING CURB EXISTING CURB TO BE REMOVED PROPOSED TREE EXISTING TREE EXISTING FIRE HYDRANT EXISTING AREA LIGHT 4 REVISIONS: A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4 SEC. 22, T. 23 N., R. 4 E., W.M. N51 '34' 14 "E 89.42' NOTE- SEE DEMOLITION PLAN (SHEET CO3) FOR OVERALL EX. CURB AND EX. PAVEMENT REMOVAL. EX. PA VEMEN T TO BE REMOVED AND REPLACED WITH LANDSCAPING I SO, I T /Power meter & Temoorory PP — D! w -35D 9Q IF I 1 I / 1 ' I / I� I r 1 A, W/FRAI l�V =3 DINW 1 - / \ z - \ r 1 \ I PROPO 8'x16' \♦ ` STORMFIL UL T (7 CAR7Rl0 S) A nolt ♦ f �. RIM =,55.80 INV. =3500. {12 INV. =347.80 �!2" prolt . .'r— EXiit-:WE # CB RIM =Ai SE RIM TO MA T¢lj'�RADE) V. ♦♦ IN V. �t - �°' • — wjo�w 00 OUT) C SA UT LIN f ( I' MIN. OU F SIDE Lilk T OF DEMOLI ljo UM TS OF I CUB SIDEWAL �Ejovroj Sjdi . AT r%.? ri Inn TA Gt U, " E XJS Tr G! ' ] REMO D) v � LS i \ . 14 4N b��D l2. i iwc 1 - -- A A90r+At r PA vwc 9EC710N F - F (RAISM �EWALK) +tTi N 20 0 10 20 40 GRAPHIC SCALE SCALE = F = 20' VERTICAL DATUM (NA VD 88) FOUND 3" BRASS DISC ON KLICKATA ROAD IN SOUTHEAST CORNER OF OVERPASS TO IN TERSTA TF 5. ELEVATION : 74.40 HORIZONTAL DATUM: NAD 83/91 EARTHWORK ESTIMATE LESS THAN 500 C. Y. FILL LEC -- PROPOSED CB (TYPE 1) ® PROPOSED 8'x16' STORMFILTER VAULT --- 356- -- PROPOSED CON TOUR li CONTOUR BUILDING OU TL1NE BUILDING TO BE REMOVED EXI S TING CURB L �) EXISTING CURB TO BE REMOVED 0 t ` EXI S TING TREE Ix EXISTING CB (TYPE 1) —!—� EXISTING CB (TYPE li) — `_-�.��• E XISTING' FIRE HYDRANT EXISTING WATER METER c EXISTING WATER VAULT r q ` _ - AREA L IGHT j Nj MJ Q � X N ILI ^ - i, r EX;STINC POWER VAULT Q •. -i z CE''i i t=om ' 1 Ex1S TIwG rS� ^fi Exis ► ING SS uN 353.92F. S. r%.? ri Inn TA Gt U, " E XJS Tr G! ' ] REMO D) v � LS i \ . 14 4N b��D l2. i iwc 1 - -- A A90r+At r PA vwc 9EC710N F - F (RAISM �EWALK) +tTi N 20 0 10 20 40 GRAPHIC SCALE SCALE = F = 20' VERTICAL DATUM (NA VD 88) FOUND 3" BRASS DISC ON KLICKATA ROAD IN SOUTHEAST CORNER OF OVERPASS TO IN TERSTA TF 5. ELEVATION : 74.40 HORIZONTAL DATUM: NAD 83/91 EARTHWORK ESTIMATE LESS THAN 500 C. Y. FILL LEC -- PROPOSED CB (TYPE 1) ® PROPOSED 8'x16' STORMFILTER VAULT --- 356- -- PROPOSED CON TOUR EXISTING CONTOUR BUILDING OU TL1NE BUILDING TO BE REMOVED EXI S TING CURB L �) EXISTING CURB TO BE REMOVED 0 PROPOSED TREE ` EXI S TING TREE Ix EXISTING CB (TYPE 1) EXISTING CB (TYPE li) — `_-�.��• E XISTING' FIRE HYDRANT EXISTING WATER METER c EXISTING WATER VAULT r q ` _ - AREA L IGHT MJ Q � X N ILI ^ - i, r EX;STINC POWER VAULT Q •. -i z CE''i i t=om • Ex1S TIwG SS CLE ANOU' Exis ► ING SS uN 353.92F. S. SPOT E_E ✓AT`0N S ,'—= 01- > > l 3n c6 o T O Q3 � � 0 ° D , U ?OWN N�Z ozO�X�mU tou 0 0—� cd 0 \ I U a GRCJff'- NJ.: -R�^ � ^A IZ C, t1 -17-04 C04 • i • • - � .- ._ " - � ..� �_ _ -..-- _r.. +..� w -. .. -... ......• - ...s -. � �.� ...- . ._ ...- - ,..- +....... � r +r -�.... �.^ s 'fir• - •..+..�1� - �.�..�...� _ .� ... � �.. -� �.....`_..� . .�--. ..war, � -. �.+��- . .• -+-.__ - w. .. _ _ _ � ,� -.,._. � - --- - '^n - - - � :.- �.a�.�rr�t rwc�w- Q 3 Y J , 0 Z 0 LL Q m 0 r q ` Jr C'd Q MJ Q � X N J �Nc�vi" w Q •. -i z 0 LL 0�0oIL GRCJff'- NJ.: -R�^ � ^A IZ C, t1 -17-04 C04 • i • • - � .- ._ " - � ..� �_ _ -..-- _r.. +..� w -. .. -... ......• - ...s -. � �.� ...- . ._ ...- - ,..- +....... � r +r -�.... �.^ s 'fir• - •..+..�1� - �.�..�...� _ .� ... � �.. -� �.....`_..� . .�--. ..war, � -. �.+��- . .• -+-.__ - w. .. _ _ _ � ,� -.,._. � - --- - '^n - - - � :.- �.a�.�rr�t rwc�w- 4 REVISIONS, A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4 SEC. 22, T. 23 N., R. 4 E W.M. 1 , { \ i .►+ " ASP�ALfi _ p;ur,,.. 1 PAVEMENT HYDRANT ' 1 � EXIST. FIRE •� HYDRANT (TO REMAIN) 3A I 4 / ; C7 1 3` -F� �4 iE _ voul2 r o f r /� -- - : - - - - - - - - -- - -- -- — -\-�- kJ r _..... _ � � L ext curb - - - - - � , - ..__ - _ - - -- --- _ � Cal ,rYin ' 1 / y" SA WCUT LINE ( TYPICAL I MIN. OUTSIDE LIMITS OF DEMOLITION) J i 1 1 I � • L - - + c�, l UMI TS OF DEMOLI TION FLOW— THRU C SEE DETAIL, THIS SHEET ,o I E~ r. f. F V � , - - ..- -- - --"" P r \ \ 1 40 0_0 ' U1 L Vj J _ _ r te. r • .._.wr f •'•' ...r.... ' � : � / • � i f ! "3 9 1 �, phaIt N88 38 54 W 187.81 Trash f. Found copper plug Aspt'a't ' I _ ith washer stom ed • And P►SC'n 29257'p REMOVE EX. PAVEMENT AND REPLACE IT WITH LANDSCAPING /i KRA 2 925 7' � K,.osher stamped -�_� ,• l Andersc-1 29267' O r 1 NEW EXTRUDED CO�C. CURB MATCH EXI S TONG F ^un 3 1 0 " : ebo W't. � GRADE ( TYP.) , Xeow yap stomfled Hart - - - - - .- e, !CI['Cl t vri C L r Jf � �t \ ` (MA TCHI EX.) —'` V p p. _ Overr,unq ho - -�T J - ( CU I I a I ENTRY r Y C ?517 44 a l � I �:olurrrn I i I I ; 356.8 no l 'lhnte ; 2 NEW MAINTENANCE FACILITY (EXIST. BOWLING ALLEY) ssco T —� u F.F. =359.7 (EXIST.) i li I I I 0 CA ?" BASIN n !; JLL! D D II ! RIM 89 6" D, S 346 iE If BU TOM 90' BEND 346.3 .. I II � K I � ' II 11 Q ' I . , I If ( I II I I II p :r rl , dANN7i_� t N A4 C <- 34 p 11 If n � s ii SS✓U f �''e C ,erhona I FLOW THRU CHANNEL. ! 1 ASP f. o' ► SEE DETAIL THIS SHEET T r SEE SEIC TION F--F C.� . c.,� BASIN f Ri*A 362 69 ON SH�V C04 . - ---_ _. _ _ i _ _ -t _ Cap" (TYPE1) I 1 - -- - '-- -_ -- -- - - - - - - - - - - - - -- - . R I5 3.a�t(VA r EX.) - I EX. CURB TO BE RE OVED - - - - ! i INV. ` kA •`J i F Asp ^cit 1 - Ritll 35� +y i •� I { 1 25V 12 -- ' Z IZ; C z4 36 � A vc 4' I . -� S=0.0200 ! _-E.. ,F - W t �` N �^ ,' C•J ^E �OO.JO 54 W \ � / ''. ' ✓ I 11 I i Z 3 1 tl r, r- I 186.89 352. n lei r I• Jr v . -e;. � -.N J I •� v v Y - b :� _ ?" 1_ . -' I',,�;. \.,r r , J ;� ►• . ._._ 1 , � - '� .� s REMOVE EX. PAVEMENT AND i REPLACE I T WITH LANDSCAPING I ! , ] �Fr.ow- - THRU CHANNEL. -353.92F. 1 SEE DETAIL, THIS SHEE TOP OF WALL = 354.61 1 = , 92F.& BO T TOM OF W ALL =354.21 1. - i 1 _ �- . t I. , ,_ I - :354 1 z r- 354.0 .5 '.' J` J � :fir .. - "`-' ! � � •1�- 1 125 LF CONC. , " 3x4.6 r N O TE: • ' -- TiUNNVG W ALL s LANDSCAPING 2.0 LANDSCAPING ' SEE JIErIOt PLAN 1 , 1 ;- (SHEE T CO3) FOR OVERALL EX. CURB AND EX. PA VEMEN T ' REMO VAL =1 i r L ` AND , Al EXTRUDED CONCRETE I REEPP"CCE I � APW' 356 i. �; Sj CURB 3 J - • , T0P '0F wAU =35 OF WAU 355L I 369SF.S f r IL E . 1 1 I SEE SECIM 2" COMPACTED DEP OF CL. "l3 A- C. E —E ADOVE I � FLOW-THM Cft4#**VL p ; EX PA IIE ONT TO AND 3560 - z 1 ' TOR Or 1ALL =35938 � qL COP ri 2 0 0 10 2 40 011RAPHC SCALE SCALE = 1' = 20' VERTICAL DATUM: (NA VD W) FOUND 3" BRASS DISC ON KLICKA TA ROAD IN SOUTHEAST CORNER OF OVERPASS TO IN TERSTA TE 5. ELEVA T7ON : 74. P-RD ZONTAL DATUM: NAD 83/91 EARTHWORK ESTIMATE LESS THAN 500 C. Y. FILL LEC.�EIVD o Q 3 �OD W0) � � � QQ 0 W U z .. N NE JA �W F— Z 04M44 JOIN aDoZ0NxNWU tou 9 —A v � .= U Q J 3 Y H i Z Q D z w U W • 0 1 1 0 C4 n 0) X 0 6 U. 4 N ro 0 �01 Ir a:6�NqT X 04 N _ IO� _jZ W& t� QI LL. U 6 a a. PRO.JE%T NO..- OWM SS M o�oaIoa -usac �J 0 a • PROPOSED CB (TYPE 1) ® PROPOSED 8'x16" S TORMFIL TER VAULT --- 356- -- PROPOSED CONTOUR 356 EXISTING CON TOUR BUILDING OUTLINE BUILDING TO BE REMOVED EXIS TING CURB - - -- -- EXISTING CURB TO BE REMOVED ( I PROPOSED TREE EXISTING TREE • EXISTING C8 (TYPE 1) EXISTING CB (TYPE 11) EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING WA VAULT EXISTING AREA LIGHT EXISTING POWER VAULT EXISTING SS CLEANOUT E XIS TING SS WH 353.92F. S. SPOT ELEVATION,' F1k;SHED SvPFA,'_ _ - _ r cbc ; o Q 3 �OD W0) � � � QQ 0 W U z .. N NE JA �W F— Z 04M44 JOIN aDoZ0NxNWU tou 9 —A v � .= U Q J 3 Y H i Z Q D z w U W • 0 1 1 0 C4 n 0) X 0 6 U. 4 N ro 0 �01 Ir a:6�NqT X 04 N _ IO� _jZ W& t� QI LL. U 6 a a. PRO.JE%T NO..- OWM SS M o�oaIoa -usac �J 0 a • I f f a REV1S1C*4r_.v A PORT OF SOUTHWEST 1/4 OF SOUTHWEST 1/4 SEC. 22 T. 23 N. R. 4 E., W.M. 1 II � - _ STORM MANH%`)1_ 'Z R 1 3 �A �'i 4 -1 WL R y I C" C 'S41 t,4 1 ANHIDL I r ;1 I� D I " %' � J � II f ._ ./ I � -_ f C '46 L 71 JDED C C. CH EXIS TANG , FQ Over I" on .0 LLI -F F FLOW THRU CHANNEL. SEE 710ht FF SEE DETAIL, THIS SHEET S CAT� BASIN +ON SH E T C04 - V � - - . ,-' LS __ __ __ -- - --- c (TYPE 11 C A T r, 01"J53. 19* (VA TcF1 EX.) ATCH S'N 3� 5 53 7 5 IN V. 35a.-d) 4 - - EX. CURB TO BE RE A 10 VED CM V0v 3 c) P. 6 5 1 E F Asphalt 4 I/ " - <1 25LF 72"ST— 7 -k sm 0. 0200 =4 T7 I 7 Z; GA TE I-K j W Qhw- K ri, 0 it A N88*38'54*W L4 F E -__ 4 �52-06 cyctc�ne 186-89" L AS-,, h I i t }/ i� I' I SrOR!II DRAIN M4NHOLF RIM C' 3r, )62 N 3 4 r, 1 0" , 5 . 6 0 CNC _N'N 34345 Ic IE STORM VANHOLE 36" CONC F 345 IF 96 7_NC W 342.t56 IE f_ / n R I V, "" REMOVE EX PAVEMENT AND REPLACE IT WTH LANDSCAPING 36" CONIC NE 34? 56 F- IN-v' 114" IN=,�495r' 11 1 A LOCATE SAWCUT LI AS FLOW- THRU CHANNEL. 353-92F*S NECESSAR TO PRO E SEE DETAIL, THIS SHEET! TOP OF WALL=354.6.* ' { . 192F.S.. TH 7RANSITIONi FROM 190 rTOM OF WALL =354.21 PROPOSE TO EXISTIJG GRADE +j ph�,a / / I �1 354 354.0 P .5 CA-TCH BASN Rik! 3--K 731, // ! 11 � i f � � i j 3: ✓ �' 1 f t 1 �1 i ' 125 LF CONC. 354.6 NOTE: I RETAINING WALL L SEE DEMOLITION PLAN (SHEET CO3) FOR OVERALL EX. I / � t CURB AND EX. PAVEMENT REMOVAL b or) _j REMOVE EX. PAVEMENT AND � �'' ,% � � � ! REPLACE IT WTH LANDSCAPING t 356. s. I , , TOP OF WAU=357.34 9&ffW OF WALL=355.61 r E C-4 0 SEE SECTION \1N. w �. � E—E ABOVE � TI �, lif _x DRNE EX. PA YEMEN T TO W REMO VED AND REPLACED WTH' LANDSCAPING T EX. PAVEMENT TO BE REMOVED AND 356.0 0 REPLACED WTJq LANDSCAPING 358 71 z .5 T TOP OF WALL =359-38 BOTTOM OF WALL= 357. 356.6 c 4 V ow or 4 L C f: ° ac z_ r- Z_ m_ 1-4, 4:', r Jk QZ. WW`!1$4wW c & N - 1 493-91 Law 41111111111 411111111111111111 41111111111111 J.I .. ...... F VoI 7: - w - 10 381 160TH ST. TRUCK ACCEESS ROUTE (48-67) RAMS PA TM. SEE ARCH. FOR FULL TRUCK ROUM N88038*540W 2&%.04* ri 20 0 10 20 40 GRAPHC SCALE SCA : I" = 20' T1 NEW SECUR17Y FENCE X TOP OF WALL NEW PAVEMENT ELEVATION X 6 00 7"1 BOTTOM OF WALL ELEVATION RAISED SIDEWALK • F0077NG DESIGN BY OTHERS . If SEC7W>V E-E N. T S. r 0- 0:: �p5 - p 3� (60 OD Q 0 Y= 00 0 z z 0 W z 0 z 0 Im WIN < W it 6oU V �i bQ 9 u (L) 0 � �w 0 T* 0 Poo = U woo J EW > ( OROJEf-T No '—'%RAW% BY 1N-17--04 sHr-c- 04-15w-05 �i� C 0 cr) W) v 0 cy Z 0 5 U- J C4 cl) Q Q tt^^ Q'6 X 04 0 OPIN z � N cr 06 S CL 0 W 06Z < W 10 _j z � W ll (7) UL ()EQ0a. ( OROJEf-T No '—'%RAW% BY 1N-17--04 sHr-c- 04-15w-05 �i� C I R F VI Ut'1wl C� A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4 SAC. 22, T. 23 N., R. 4 E., W.M. 0 a N O O 0 o� N ti 0 r 0 v t n 0 r n a A i x m N OD I x A O x n O 1 3 1 0 O 17 d e+ j O 0 W o � k w ftj jj ' I O �-�-; -� i _ �I 1 ,^ i'♦ T \ .., SAWCUT MATCH EXISTING CURB \ � I i r ` ! a ^ PROPOSED 6" ST '� `'! ' ` � I � ce 1 TYPE 1 (D OWVSPOUT FRAME AND GRATE W nGHTiJ s i / � ) , j � ` � �, �' � \ �, � �,\ � R IM= 350-60 =34Z60 gg� \ 1 \ how r t , it i • \ / } V i n e 3 s. 6 SA W�U T kf A TC ♦ \ i ---�► ,� I � �, - 355.0± EXIS PING AD �'' ,�4j`ti \ 1 I 'CATCH BASIN _ (MA tCH EX. ( t l (MATCH EX.) RIM 349 7? I 12" ADS i 34.' 27 15 7 LF CON . SE r / I 1 2 erid« u .� - EXTRUDED CURB i 1 CON J CBS . , -'<- - __ „ � w SO LAC G LID C 9 2 NEW A. c. _ � . IJ - -4s . � � � �-- PA V MEN T ( RIM= 54.9 4 .� ► 1 i , s \ W 5'.ID LOCKING LID , . ' GILLIAM CREEK INV. = 341.22 \. AREA R M= 5.8Q \ r -' ec i o u s , _1NV. =34I. f(NW r \ \ ! F �~ TO - - EX. 4 �� .) �. \\ 1 42 \LF ON (( ' �� 1 j/ > `C' JNV. =341. --_ __Z \` \ XTRU0 Cy RB 12 ST DINOLISI-I`+ AND R M OVE 35 D ABANDON POI? TIOW � �u SE�4 C PL1UG `Ex.�121' r- -- y 356. OF EX. 12" STORM ♦ r T M ► - % �'� , ' (MA TCH EX.) I _ — -- -_ -_ -- ♦ \` ! , ,/ 35 .0 356.00 356.00 ; ' . \� % I NEW OTA FAGIL o � \ �,. ► S - _ 355.63 I ♦ �, \ �,r (FUELING BAY) ` \ !� r F F 356 00 I N. r... I PROPOSED ACO DRAIN ~ i �S 100K TRENCH DRAIN �\ u ♦ 350. , N QTA SYSTEM. 7 F DRAIN MATCH E xI $�fNG ccr cuccr �n �_ 2L _ ._ �_ _..._ �_ / ADJUST `,TO GRADE BY ADDING RIM 3 j = = POST -WASH c 356.00 a' co c s� 3ao.s0 ,F ; i I \ i TYPE IJ . I EL SECTION, INSTALL l 2" C Nw 340.95 IE ' i ADJUST 0, S TING FRAME AND AREA �SO�L!6, LOCKING U�. - _._ .___ � _ i � ♦ ;� GRA T� INISHED GRADE OLD RIM =360. Q4 \ t �', Rik*350 46 _ --_- �c.•�•nr NEW RIM =33.0 " PLUG - EX. 12 STORM (N) .d (12 "N) IN - - — - �, V. =340.95\ (12 N} S -- - 356.OU � : \ . - 356.0; �' ,� / . ; � I , i -� .- - ,.PLUG F� 12Z COrVC. (NMI FlROiAIt \ � � � •�� FROM INSIDE OF C8 1 356. INSIDE 4P-481A,ND MC.riANhlEt � 4n ' . � :, i ♦ . \ __ _ _, ,�::. �: � � � , > - . �. ...QTY \ f - _..: S '7 .''.. ♦ 4 1' !c I r \ i ' \ �•, \ Ev- T �M G= 5 "':.'�' :!� 342 '?t 356.00 \ !\ ld �,. RELOCATE EXIS G LIGHT POLE E ( -- S AOCU T! M !, New A :C. r j_ { \ a EXISTING GR ADE f; PA VEA1 f'N T \ y \ Aw t r- h 20 0 10 20 40 SCALE SCALE : T• = 20' VERTICAL DATUM: (NA VD 88) FOUND 3" BRASS DISC ON KLICKATA ROAD IN SOUTHEAST CORNER OF OVERPASS TO INTERSTATE 5. ELEVA : 74.40 hK)fWZ DATUM NAD 83/91 EA 0W E TE = LESS THAN 500 Y. FILL NOTE: SEE SHEET COB FOR CAR WASHIFUEUNG BAY SECTIONS. [1_ =; C. _)p VTED �00 0 'Q o Q r q T! V ZZ..N N d Z#004 00414 W O O�Ookom aw IN<NWQ ac a. �u. CL tou • Z Ua o �•� •� � i • .� V � Ira PROPOSED CB ( TYPE I) ® PROPOSED 8'x16' STORMFIL TER VAULT TiNG PROPOSED CON TOUR -- -356 -- -- EXIS CONTOUR C BUILDING OUTLINE WATER METER BUILDING TO BE REMO ✓ED WATER VAUL -= EXIS TING CURB AREA LIGHT EXISTING CURB TO BE REMO EXISTING PROPOSED TREE ? EXIS T N Z - 7 TREE SS CLEAN T EXIS irliNG SS UH 353.92F. S. J cv Z SPO EiE 7 7 0N FINISHE a RFA CE ' a cc to N� W H N 10 Q V z io t AA W o . u O� Q -iz JaNi U IL C. _)p VTED �00 0 'Q o Q r q T! V ZZ..N N d Z#004 00414 W O O�Ookom aw IN<NWQ ac a. �u. CL tou • Z Ua o �•� •� � i • .� V � Ira EXISTI CB ( TYPE 1) (A TiNG C8 (TYPE 11) Q E XI S T f NG FIRE HYDRANT C EXISTING WATER METER EXIS TING WATER VAUL -= EX I S TING AREA LIGHT �r EXISTING POWER VAULT • EXI STING SS CLEAN T EXIS irliNG SS UH 353.92F. S. J cv Z SPO EiE 7 7 0N FINISHE a RFA CE ' a C. _)p VTED �00 0 'Q o Q r q T! V ZZ..N N d Z#004 00414 W O O�Ookom aw IN<NWQ ac a. �u. 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T I.F. A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4 SEC. 22, T. 23 N., R. 4 E., W.M. CONCRETE 35' NEW A. C. PA VEMEN T "PRE— WASH" AREA I EXI S 77NG PA VEMEN T I _ r1�+rr.. y. yM�...,.. a. swM. va..... wT' rw�r `drsir'nslM••�.'r'!''...w.�w. 1 "'-, I i _ _ ! V _ ! , ! _ , i I _ 1' l i _ I 1 1 { I i - 7 - �1�, ' � - -�� I - -- � � _i, =;i . _ �• -- ,� �'.�i - +, ►_, •j+.:�{; -,il� 111 -- 111--- = + . , 1 + � 2" COMPACTED DEPTH OF CL. "B" A.C. 4" COMPACTED DEPTH OF A. T.B. I N ( — ) ALT. =4" OF CRUSHED AGGREGATE COM PACT SUBGRADE TO 95X OF MAX DENSI SEE ARCH. PLANS FOR DRAINAGE INFO. SEC710N A —A SCALE P-f0' (56' — 92) VARIES 43' FUELING BAY BUILDING EXTRUDED CONCRETE CURB 3 ' EXIS77NG PAVEMENT 210,7 _ �� ► �1 -- N i I i-I r 0 J J N O 0 0 00 w J J 0 0 r 0 J n D J 0 a x N 00 Q �c X A O x O ., O -3 al r+ O J J 0 R 290 1 5- - 1 � ACO DRAIN (STRIP DRAIN) (LOCH TE UNDER CANOPY) 2" COMPACTED DEPTH OF CL. "B" A. C. - 4" COMPACTED DEPTH OF A. T.B. I*(—) ALT. =4" OF CRUSHED AGGREGATE COMPACT SUBGRADE TO 951 OF MAX DENSITY SECTION B—B SQ4LE r 5' NEW A.C. PA VEMEN T EXISTING PAVEMENT 27 •.• - �11�l 55' CAR WASH BUILDING 113' FUELING BAY BUILDING SECTION C—C SCALE rmXY .. ` 2' Cl(WACTED DEPTH OF CL V kC. Csr (TYPE 1) 4" COMPACTED DEEPTH OF A_ T.Q. I''( —) Air. =4 0 OF aRLISHEO ALGA TE caorPAcr a Ta oo . . EXIS T7NG PA VEMEN T EXISTING PAVEMENT EXf571NG RETAINING WAIF. 2" COMPACTED DEPTH OF CL. "B" A. C. - 4" COMPACTED DEPTH OF A. T.B. 1 "( —) ALT. =4" OF CRUSHED AGGREGATE COMPACT SUBGRADE TO 95X OF MAX DENSITY R 5' 1 4 5' NEW A.C. PA VEME T � • I 1 CONCRETE 67' CAR WASH BUILDING "POST —WASH" AREA 18' NEW A.C. PAVEMENT EXISTING PA VEM T _S = 1 qt 45' NEW A.C. PA WHEN T (52' N 63') V ARIES NEW LANDSCAPING NEW A.C. PAVEMENT 10` lot— EA lr%velcu — CONCRETE CURB 58' NEW A. C. PA VEMEN T 11' NEW A.C. 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CURB /PAVEMENT SECTION 6.0' WIDE CONCRETE SIDEWALK 4.0' 2.0' OVERHANG I S= 2.09: (MIN.) a I d ° ° ° ° • +� ° d ° a F. e+ 4 a• ° oO 4504 " ° . o `Gti� o - �`� ° o �eo ° o pO a O Q u o ` ° end ae' ° °o 0 0 0 0 ° e • 6 ° 0 •o ego a 0`oep a o = o n o ° g e Q oo G O� O • e o a0 O ep 00 .. 0�� 0 0 pop e O o 0 O a aas4 0 ° ..0 0 � O °00 ° 0••0r O e o e o coo o po t�°Qo o �° oo�oo Oo �o e --- -- 4" e Q a o 0 4" DEPTH OF PORTLAND CEMENT CONCRETE I + 4" COMPACTED DEPTH OF 1" (— )CRUSHED AGGREGATE Ad0AKX J77-fiC CURB AND SIDEWALK Lbc.. X01` > 1-0 m E 2 .43 salt #a MRW-AL a l t p allll a ooit�e 23m #m ORM am sI.rw .Mnm far do" PRECAST ARSE SECTION sa' EA Alt 01 { amE 4' - MIN. LANDING 290 :•! DETECTABLE WARNING PATTERN (SEE DETAIL) 318" EXPANSION "NT (TYP.) (SEE STD. PLAN F -3) ^n 6' -0" MIN. tD CEMENT CONCRETE -� SIDEWALK DETECTABLE WARNING — PA TTERN (SEE DETAIL) SECTION OA CROSSWALK (TYP. ) (SEE STD. 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Tlm toper an the aides of the MessM base ww6m and fw saalian oboe not weed 1 /Y/R. ts RISER SECTroN CAWh �� � wA 4 d,: r.M 912 d Feft l IIR -f-421 a Modnq arel�OOes *m a llnilmed to aaemn naa -mad& R. Frmrwe and grace rnai► be w bftd oft bongs *we or wet mince mbar. PRECAST ARSE SECTION sa' EA Alt 01 { amE 4' - MIN. LANDING 290 :•! DETECTABLE WARNING PATTERN (SEE DETAIL) 318" EXPANSION "NT (TYP.) (SEE STD. PLAN F -3) ^n 6' -0" MIN. tD CEMENT CONCRETE -� SIDEWALK DETECTABLE WARNING — PA TTERN (SEE DETAIL) SECTION OA CROSSWALK (TYP. ) (SEE STD. PLAN H -5c) SIDEWALK RAMP TYPE IA PLAN ELEVATIQM 6 Am. '?T � I e r ROAD WAY CEMENT CONCRETE - SOfMU1LK CEMENT CONCRETE CURB � GUTTER �,r. TI�i OB (SEE NOTE 3) Sr EWALK FLAAe TYPE 1A ONSDOT STD PLAN F-3a) TOP OF ROADWAY DEPRESSED CURB & GUTTER (SEE NOTE 3) NOTES f. AVOID PLACING DRAINAGE STRUCTURES, JUNCTION BOXES OR OTHER 06S7RUC7701YS IN FRONT OF RAMP ACCESS AREAS. 2, DETECTABLE WARNING PATTERNS MAY BE CREATED BY ANY MET1400 THAT N►LL ACHIEVE THE TRUNCATED DOME DIMENSIONS AND SPACING SHONN. THE DETECTABLE WARNING PATTERN AREA SHALL BE YELLOW, IN COMPLIANCE wlTH 57D. SPEC. 8- 14.3(3). 3. CURB AND GUTTER SHOW, SEE THE CONTRACT PLANS FOR THE CURB DESIGN SPEpFlED. SEE STD. PUN F -1 FOR CURB DETAILS. 4. SEE STD. PLAN F -3 FOR SIDEWALK JOINT PLACEMENT AND DETAILS. 5. RAMP SLOPES SHALL NOT BE STEEPER THAN 12H: IV. A RAMP o A! x 8 PLAN TRtA CA TED DCWS (SEE NOTE 2) DETECTABLE W ARNM PATTERN DETAIL /a Mil 6101 w CATCH BASIN TYPE 1 City of f T __Aam6m" D DATE 11/21/96 DS -25 4" 6.375" '0. ASPHALT CONCRETE i i ACO CHANNEL SLOPE t rDRA/N r ; A < ° 4�� �- • 4' KNOCKOUT CONCRETE BEDONG l ,.-• RAAP4 A00 DRAM (3TW DRAM scke r_r D05 %V 12asim F� .:l Ct'•T�� 30 No w I >< 2 2 0 Q3 U ?AWN N 2 o�ZOGXGmU m a. % LL% CL tou 0 �� 0 o ONO U a Q J _ o D 0 IN X o LL Q m Z z m� w �n z cy cr a W .. O 1� U O� w LL �U � vm 00 a. �a YrAi B y - .AA SS -.;E ;; A U- 17-0+4 C10 J f q IS17METRIC VIE MIN. MAX. All 518`2 318 8 518 1 C 7/16' 3 1 4" D 1 718' F 7 t 6 6 Am. '?T � I e r ROAD WAY CEMENT CONCRETE - SOfMU1LK CEMENT CONCRETE CURB � GUTTER �,r. TI�i OB (SEE NOTE 3) Sr EWALK FLAAe TYPE 1A ONSDOT STD PLAN F-3a) TOP OF ROADWAY DEPRESSED CURB & GUTTER (SEE NOTE 3) NOTES f. AVOID PLACING DRAINAGE STRUCTURES, JUNCTION BOXES OR OTHER 06S7RUC7701YS IN FRONT OF RAMP ACCESS AREAS. 2, DETECTABLE WARNING PATTERNS MAY BE CREATED BY ANY MET1400 THAT N►LL ACHIEVE THE TRUNCATED DOME DIMENSIONS AND SPACING SHONN. THE DETECTABLE WARNING PATTERN AREA SHALL BE YELLOW, IN COMPLIANCE wlTH 57D. SPEC. 8- 14.3(3). 3. CURB AND GUTTER SHOW, SEE THE CONTRACT PLANS FOR THE CURB DESIGN SPEpFlED. SEE STD. PUN F -1 FOR CURB DETAILS. 4. SEE STD. PLAN F -3 FOR SIDEWALK JOINT PLACEMENT AND DETAILS. 5. RAMP SLOPES SHALL NOT BE STEEPER THAN 12H: IV. A RAMP o A! x 8 PLAN TRtA CA TED DCWS (SEE NOTE 2) DETECTABLE W ARNM PATTERN DETAIL /a Mil 6101 w CATCH BASIN TYPE 1 City of f T __Aam6m" D DATE 11/21/96 DS -25 4" 6.375" '0. ASPHALT CONCRETE i i ACO CHANNEL SLOPE t rDRA/N r ; A < ° 4�� �- • 4' KNOCKOUT CONCRETE BEDONG l ,.-• RAAP4 A00 DRAM (3TW DRAM scke r_r D05 %V 12asim F� .:l Ct'•T�� 30 No w I >< 2 2 0 Q3 U ?AWN N 2 o�ZOGXGmU m a. % LL% CL tou 0 �� 0 o ONO U a Q J _ o D 0 IN X o LL Q m Z z m� w �n z cy cr a W .. O 1� U O� w LL �U � vm 00 a. �a YrAi B y - .AA SS -.;E ;; A U- 17-0+4 C10 J f q IS17METRIC VIE qC \/ICIAf.I�. A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4 SEC. 22, T. 23 N., R. 4 E., W.M. . v8' i2/.►SE - +12• WIDE BORDER -� PLAN VIEW 10 } 9 ' 31 8' 1 §' ELEVATION CAST IRON RING AND COVER r F'NISHIGRAOE _ ____ ___ _____ _____ _ _ _ _� S!DE SEWER Gi l v U � SHEET P ?;' Tukwila t aPCRCV at NOT TO SCA;.E SANITARY SIDE SEWER CLEAN -OUT SS -03 08.03 S. SHELTON ASPHALT CONCRETEC OR i3f%VINOUS PLANT MIX REz4.ACEMENT PATCH --� , CONCRETE 150% OF CUT WITH PNEUMATIC T SA C::T a�VENENT OTTER -, E>r S TIN G OEP . N EXISTING ASPHALT PAVEMENT EX 5 'IyG c ONC ?E'E PAVE►AEnT EX'RA R BASE - -_ -_- - - ~_ -~-__ S/8' %4IN,1S CGMPAC'ED CRUSHED ROCK UNLESS -_ _ _ _ - - -_ -- - -- j ::RUSt ROCK :JN.ESS O ?NERWISE ORDERED 8Y / - - -_ _ -_ -_-_'_-_'_ -_-� -OTHERWISE ORDEREC t3Y TNF CITY J �� rME CITY - - - y - ' - +- - _- _ _ -_ -_ -_ DEPTH DETERWNED By CITY TYPICAL PATCH FOR RIGID PAVEMENT ASPHALT CONCRETE OR 81T;MWOUS P$ MIX REPLACEMENT PATCH SAW CUT 1,50.4 �')a ExIST!NG DEPTH SAW CUT FXl$';NG ASPHALT � l P4•�EMENT :X!STiftiG OIL MAT � i 518' MINUS COMPACTED' _ CRUSHEO ROCK UNLESS --- ----- OTHERWISE OROEREC By \� - _ - _ S'B' MINUS COMP4CT =O THE CCTV _ - -- -- - -- - ---- -- - - - - - -_ - CRUS>4E: ROCK jti.?3S / OTHER'AIISE ORDERED BY TYPICAL PATCH FOR FLEXIBLE PAVEMENT NOTES: 1, ALL WORK TO CONFORM TO THE CURRENT WSDOT'APWA STANDARD SPECIFICATIONS FOR ROAD. BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OV ERLAYS. 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED i'V CASES OF RECENT PAVEM OVERLAY, OR AS CIREC ?'ED BY CITY ENGINEER. t�tt L4 -d City O � �z ay' TuAwily low NOT T O SCALE PAVEMENT RESTORATION SHEET RS -03 REVISION tt. 08.03 i APPROVAL. B. SHELTON E QUIVALENT , r -r .................... . . . . .• ----- STRENGTH FABMC r ■i ■ ■f,r, ■ ■ ■ ■ ■r,if,iff ■,'. i.,ii.i ■i ■.if.ifiir,.i1 ■ ■rf'1 „i, ■rfr, ■ ■ ■ ■afi ■t f ■. ■ ■f,■f ■ ■ffr „r,ff ■� f ■ ■, ■ „fi,f,i „f,ti ■1 ,r■, ■ ■ ■r ■ ■,fii,i ■ ■ ■it f,,,f„rr■■■■,■rf■f� f,■f,f■f i,if,if■ir■ , ■r,fifffiff■ffif• r,■■,■,■s■■ff,rfr� ,s,■■r■fis,if,r,. ................. ■,a.`.iii.....i� • ■r. i,if, ■f, ■ ■t •,■r■,fsrf■■,i� TREN L I TREN NATIVE S OR WASHE e► - a • • - •' tea• T O S' OF WIRE SACKiNG IS USED N OW POSTS STE FEN N OTE- : •1 FEN CES PO. POSM REBAR • - EW VALENT ANSTALLED ALONG CONTOUR WAEWWR POSSIBLE C N17RK AREA 9” DIA. STRAW WA TTLE (LOG) EMSTING PAVEMENT ----- - - - - 3' — 5” DEEP TRENCH �� SANCUT EDGE Nt)QD STAKE OR REBAR (4' - FEET ON - CENTER) STRAW WATTLE (LOGS) PREFEI�D NV3TALLAT10rV N. T. S. �WORK AREA SAND BAG AAK>#ORS (8 — FEET ON - CENTER) SA M(W T EDGE s' aA. srnAw WA r►CE (LOG) EX►STiNG PAVEI"T STRAW WATTLE (LOCI) ALfstem”, UP #VSTALLA7X:)N N. T.5 STRAW FM TILES (LOGS) SKALL BE PERWA TEX STRAW LOGS OR EQUAL 04 TILES (LOGS) 9MU BE 9 AND GLOW W 8 - FOOT, IS - FOOT AND 25 — FOOT Lf M INS. CONTACT PIM7M1IIIIIIEST LAS AND GE07EX7ILE PRMXIS AT (253) 872-0244 FOR MW~TM IY •a•r.rr�r• i ' i r�r 0 . a XXI B- ..-- -� PLAN --BASE PLATE *4= OM 2 4• - .y .1 . DWOM PLAn !' �• 6 : in UW OWN= 0a 00 RATE OIQ"mm Cft= 22000 KATE Cam PLAN -- COVER IV SE?AAIITEN !2- Lrpmm 1T OIL mcrw 1t I t �Ai11.E . :: � •; FLOW lwrusm EEOL - S61 OUT/3'LIm KTANO VM T. ! 411 i 2! 21' 12' 16 t r- 410' � vszlr _SECTION A- SECTION --B NOTE: *USE 64R— 6 AND A, gA-gM/IrER PL&TE 64R -18 RISERS TO TO BE GALVANEZED. ADJUST COVER TO WAX- CAPACITY 450 GAL. FINISHED GRADE FIAT► • 15 KW. DETENTION: 30 G.P.M. TO BE D RKMED BY DEVELOPERS ENGR. STORM WATER City o Tukwil O IL/WATER SEPARATOR .111IS-Ift-umilL ♦. . }° DATE 1 DS--21 2�oe L 'J ° PLACE INSERT INSIDE OF FRAME, AND PLACE GRA TE OVER INSERT GRATE- --s- Q TO HOLD IT IN PLACE RETRIEVAL STRAP (SLIP 124 48 • 7FIR0 VGH SLOT MI GRATE) ADAPTER SKIRT (FOR A PERFECT FIT) O*WLOW (TO BYPASS +PEAK STORM WX IAIES) SEDIM N T ACGUAW TA TliOV FILOW RATE OF 500 GPM• VISE!?TS MIL NOT CAUSE Pomma FITS Am r SSE cAmwAsm up TO 30' ww t` OrT 3n (n o u; � o � Q a r O r ?�t1lN N�Z ozO�X�mU a: a. *qlo LL a- b4 u WA ~� U a Q 3 Q 0 Z n X ' O LL ci t� m Z A W v I C'4 � °C z N �.. W .. O� � W� U. or�i �Dn. PRo j – L rT NO_: 04W DR WN BY: AA �55�� *-17-04 S+-E c T 04-15-'06 LDETA” 0�06�1�IC�.D�IC C11 p. .•r -fir. ..s. •� -.w.e- 7..- ..a■�...ln... - w -•. ..f_�._,... - _.•...4.n.... , -,a -. • 10 _ ._- - ._.' -.te _ .- - _. -- � - it - �...�.�'�!�+._ -yA+. • Ib t v JOIN TS IN FILTER FABRIC SHALL BE SPLICED A T POSTS. USE STAPLES, WRE RINGS, OR mr. %Ac'IAa1c. ..v. v. J. Vr'IJ. A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4 SEC. 22, T. 23 N., R. 4 E.. W.M. STANDARD CONSTRUCTION NOTES GENERAL 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES iNSPECTOR AT 206-433-0179. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206 - 433 -0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMI AND COND177ONS, THE APPROVED PLAAI AND A CURRENT COPY OF CITY OF TUK WIL A DEVELOPMENT GUIDELINES AND DESIGN AND CONS TRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE - APPROVAL FROM THE OWNER, THE ENGINEER AND THE CITY OF TUKWILA. 7 ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON - SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE I MPLEMEN TA TION. 11. ALL SURVEYING FOR PUBLIC FACILI SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VER TICAL DATUM SHALL BE NA VD 1988. HORIZONTAL DATUM SHALL BE NAD 83191. FOR PROJECTS WI THIN A FLOOD CONTROL ZONE, THE PERMI TTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS-OF-WAY, EASEMENTS, AND ACCESS TRACTS. CONSTRUC77ON 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY THE PERMI TTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WI TH ALL FEDERAL, S TA TE, AND LOCAL LAWS. PERMI TTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS. 2. PERMI TTEE /CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE IMTH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORK. 3. WORK IN ROADWAYS A. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: B. PRIOR TO ANY ACTI IN CITY RIGHT-OF-WAY THE PERMI TTEE SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. C. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUK WILA URBAN CENTER. D. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES, EXCEP T WHEN PERMI TTEE HAS PERMISSION FROM THE BUIL OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. E. ALL ROADWA SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PREAPPROVAL FROM THE DIRECTOR. F. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. ' UTRofff IY07ES 1. ALL TRENCH EXCAVATION OPERA TIONS SHALL MEET OR EXCEED A LL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4-FEET JEEP. ALL TRENCH SAFETY SYSTEMS SHALT. MEET IMSHA REQUIREMEN 2. PO WER. CABLE. FIBER OPTICS, A ND TELEPHONE LINES SHALL BE IN A TRENCH WI TH A 5' M ►NIMUM HORI SEPARATION FROM OTHER UNDERGROUND U TILI TIES. 3. ADJUS ALL MANHOLES, CATCH BASINS~, AND VALVES IN PUBLIC RIGHTS OR EASEMENTS AFTER A SPHAL T PAVING. i hj�r F"T r'il _ DO 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINI MUM REQUI REMAN TS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTI W TIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CON TRA C TOR SHALL: A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. C. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7, FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE KITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LIEN AGAINST THE PROPERTY WHERE SUCH FACILITIES ARE LOCATED. 8. DURING THE LIFE OF THE PROJECT, THE PERMI TTEE SHALL MAINTAIN IN GOOD CONDI TION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WI TH APPROVED PLANS. 9. THE PERMI TTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WI THE DIRECTOR'S APPROVAL, REMOVE ALL SEDIMENT DEPOSI RESULTING FROM PROJECT - RELATED WORK. 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFI CA TI DNS ONLY. THE PERMI TTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICA AND ASSOCIATED PERMI ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. 11. AS THE FIRST ORDER OF BUSINESS, THE PERMI TTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. 12. THE PERMI TTEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS, AND ADJA CEN T PRIVATE PROPERTIES AND PUBLIC RIGHTS-OF-WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE PERMI TTEE SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPRO VEM ENTS DAMAGED BY THE PERM1 TTEE'S OPERA TIONS. 13. PERMI TTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: A. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. B. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPAR PRIOR TO MODIFYING THE ESC PLAN. C. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILI AS IDENTIFIED IN THE ESC PLAN. D. REPAIR ANY SIL TA TION OR EROSION DAMAGES TO ADJOI NING PROPERTIES AND DRAINAGE FACILI TIES. E. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS I MMEDI A TEL Y. STOW DALAJ" &VTES 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUK*ILA DEVELOPMENT GUIDELINES AND DESIGN AND CON S TRUCTION S TANDARDS, AND THE CURRENT KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS O THER WISE APPROVED. 2. MARK ALL S TORM DRAIN INLETS WITH "DUMP NO WASTE" AND EITHER "DRAINS TO STREAMS' , w DRANNS TO WEPLANDS` OR "DRAINS TO GROUND - , AS APPLICABLE. 3_ DRIVEWAY CUL VERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MiNIMUM 3. 1 SLOPE FROM THE EDGE OF THE DRI VEWAY TO THE BO TTOM OF THE DITCH. CULVERTS SHALL HA BEVELED END SECTIONS THAT MA TCH THE SIDE SLOPE M0 61 20� P C Fir stT cE. c� §to vi CD o � 2 o co ?OWN N Z �� U NW qT a. '.' u. %'140001 to to 's (u IR cd *p* 0 V* = U 0 904 U a Q Y a 0 Z n H X � 0 < ci (7 Z r! a ¢� �Q M OD V n n� Z �ZN1 W Q� Wo Q° U IL ()MOLL PRC,E N O.. 040 '1 DRA '*% BY- AA »� E 7" A ; . 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TIP 1A _\/E IL 339-36 36" _CkAP 1E 338 38 'S L'S OU17FA-1 L W �-Power -CATCH SA5�. patch C, - YPE I! 355 1 :7 f - ATCH BASiNl RIM 347.18 36" (DAP iF 339 32 W k-7 1, r 3 C 1AN 11 A sI 36" CMP 39.20 N T J V HiAP f 110 Ar, r -� 3 39 7 . . qVn' 1b I 1 q I CONSTRUCTION NOTES GENERAL NOTES 1. LAY OUT PARTITION DIMENSIONS IN FIELD WITH ARCHITECT'S REVIEW PRIOR TO COMMENCING 1. PROVIDE ALL MATERIALS AND LABOR FOR COMPLETE COMPLIANCE WITH THE 28. WORK UNDER THIS CONTRACT SHALL BE WARRANTED BY THE CONSTRUCTION. ANY DISCREPANCIES BETWEEN DIMENSIONS IN FIELD AND THOSE SHOWN ON PLANS LATEST REVISIONS OF ALL GOVERNING CODES AS LISTED ON SHEET A0.1, CONTRACTOR AGAINST ALL DEFECTS FOR A MINIMUM OF ONE YEAR FROM THE SHALL BE REPORTED TO THE ARCHITECT IN WRITING IMMEDIATELY ASKING FOR CLARIFICATION /DIRECTION SUBJECT TO APPROVAL BY BLUNK DEMATTEI ASSOCIATES (BDA), CENDANT DATE OF SUBSTANTIAL COMPLETION OF THE WORK OR DESIGNATED PORTIONS PRIOR TO CONSTRUCTION. CAR RENTAL GROUP, INC. ( CENDANT), AND THE CITY OF TUKWILA. ALL THEREOF. OR FOR ONE YEAR AFTER ACCEPTANCE BY CENDANT OR CONSTRUCTION AND INSTALLATION WORK SHOWN ON THE DRAWINGS SHALL BE DESIGNATED EQUIPMENT, IN CASE OF ITEMS REMAINING UNCOMPLETED AFTER 2. ALL CLEAR DIMENSIONS ARE TO BE WITHIN 1/8" ( + /--) ALONG FULL HEIGHT AND FULL WIDTH OF CARRIED OUT IN ACCORDANCE WITH FEDERAL ADA AND ANSI. AIA DOCUMENT DATE OF SUBSTANTIAL COMPLETION, THE ONE --YEAR WARRANTY PERIOD WALLS. CONTRACTOR SHALL NOT ADJUST ANY DIMENSION MARKED CLEAR - . "CLR 'o OR HOLD W/O A -201, LATEST EDITION, SHALL ALSO APPLY TO THIS CONSTRUCTION. SHALL BE FROM DATE OF WRITTEN ACCEPTANCE OF SUCH ITEMS. THE WARRANTY PERIOD SHALL BE TWO YEARS FOR ALL HVAC, MECHANICAL. WRITTEN INSTRUCTION FROM THE ARCHITECT. 2. PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL SUPPLY ELECTRICAL AND PLUMBING ITEMS. 3. REQUIRED DEMOLITION WORK MAY NOT BE SHOWN IN ITS ENTIRETY ON DRAWINGS. CONTRACTORS THE ARCHITECT WITH A COMPLETE UST OF ITEMS REQUIRING ARCHITECTURAL, N CONTRACTOR SHALL ASSIST IN THE COORDINATION OF " N.I.C. » ITEMS SHALL VERIFY IN THE FIELD AND BE RESPONSIBLE FOR ALL DEMOLITION WORK NECESSARY TO COMPLETE MECHANICAL, ELECTRICAL OR PLUMBING REVIEW ALONG WITH THE DATES BY I WHICH REVIEW MUST BE COMPLETED. INCLUDING FURNITURE INSTALLATION, EQUIPMENT INSTALLATION, TELEPHONE WORK CALLED FOR IN DRAWINGS. WMORK, ETC. 4. THE CONTRACTOR SHALL COORDINATE DIRECTLY WITH BDA ON ALL BUILDING STANDARD CONSTRUCTION 3. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR REMOVING THEIR 30. PROVIDE A ONE INCH CLEARANCE BETWEEN DUCTS, PIPING AND CEILING ITEMS INDICATED ON ARCHITECTURAL DRAWINGS. BUILDING DEBRIS. HANGING WIRES. 5. UNFORESEEN CONDITIONS: INCLUDE IN THE BASE BID MISCELLANEOUS CUTTING AND PATCHING 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOBSITE AS REQUIRED AS A RESULT OF UNFORESEEN CONDITIONS AND THE WORKING OF ABUTTING SURFACES AS WELL AS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION BROOM CLEAN 31. SEAL ALL SOUND- -RATED CONSTRUCTIONS AIRTIGHT AT INTERSECTING SURFACES AND PENETRATIONS. REQUIRED TO MAKE NEW WORK JOIN AND MATCH EXISTING SURFACES TO REMAIN. AT ALL TIMES. IF THIS REQUIREMENT IS NOT COMPLIED NTH ON A DAILY BASIS, BDA SHALL DEDUCT THE COST OF MAINTAINING A CLEAN JOBSITE 6. CONTRACTOR SHALL VISIT AND REVIEW THE SITE BEFORE ANY BIDS ARE SUBMITTED. DIRECTLY FROM THE CONTRACT RETAINAGE. 32. ALL DRAWINGS, NOTES AND SPECIFICATIONS ARE CONSIDERED COMPLEMENTARY AND WHAT IS CALLED FOR BY ONE WILL BE AS BINDING AS 7. THE CONTRACTOR SHALL MEET WITH CENDANT AND BDA PRIOR TO CONSTRUCTION TO DETERMINE THE 5. FOR ALL O.F.C.I. (OWNER FURNISHED, CONTRACTOR INSTALLED) ITEMS, SEE IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY ONE USE OF PUBLIC AREAS NECESSARY FOR REMOVAL OF REFUSE AND SUPPLY OF MATERIALS. IAAI S EQUIPMENT AND SPECIFICATIONS FOR REQUIREMENTS. SET OF DRAWINGS SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS AND SPECIFICATIONS. 8. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS IN PROTECTING AREAS ADJACENT TO NEW 6. THE GENERAL CONTRACTOR SHALL COORDINATE THE REQUIREMENTS OF 33. SEE SHEET All FOR SITE NOTES, A2.1 FOR PARTITION NOTES, AND CONSTRUCTION FROM NOISE, DEBRIS AND DUST THROUGHOUT THE PERFORMANCE OF THE CONTRACT. SUBCONTRACTORS INCLUDING BUT NOT LIMITED TO PIPING, DUCT WORK, FINISH NOTES. AND A6.1 FOR CEILING NOTES. CONDUIT AND ENCLOSED ITEMS. 9. NO SUBSTITUTIONS FOR SPECIFIED ITEMS SHALL BE ALLOWED WITHOUT APPROVAL OF CENDANT AND BDA. CONTRACTOR SHALL BE RESPONSIBILE FOR PRODUCING ALL TECHNICAL INFORMATION IN A TIMELY 7. ALL CONTRACTORS. SUBCONTRACTORS, AND EQUIPMENT INSTALLERS SHALL 34. BUILDING DIVISION NOTES: MANNER FOR EVALUATION OF PROPOSED SYSTEMS AND PRODUCTS. BE RESPONSIBLE FOR VERIFICATION OF EXISTING CONDITIONS AND SYSTEMS 1. COMPLY WITH THE INTERNATIONAL BUILDING CODE (IBC), 2003 EDITION, BEFORE STARTING WORK. THE CONTRACTOR SHALL REVIEW THE DRAWINGS 10. CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING AND SUPPORTS OF ALL PARTITION WALLS, DOOR AND SPECIFICATIONS TO COORDINATE WITH EXISTING SITE CONDITIONS. ANY SECTION 101.2(2), AS ADOPTED AND AMENDED BY THE STATE. AND WINDOW OPENINGS AND CEILINGS AS REQUIRED BY BUILDING CODES. VARIANCE OR DISCREPANCIES THAT ARISE FROM THE ABOVE REVIEW SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY FOR RESOLUTION. ANY AND 2. COMPLY WITH THE INTERNATIONAL MECHANICAL CODE (IMC), 2003 11. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, LICENSES AND OTHER GOVERNMENTAL FEES. ALL DELAYS AND ADDITIONAL COSTS RESULTING FROM EITHER THE EDITION, AS ADOPTED AND AMENDED BY THE STATE. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR ALL INSPECTIONS AND ANY CORDINATION OF INCOMPLETE AND /OR UNTIMELY SUBMISSION OF THE ABOVE REPORT SHALL BE 3. COMPLY WITH THE UNIFORM PLUMBING CODE (UPC), 2003 EDITION. AS BUILDING TRADES THEREOF. THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REMEDY. ADOPTED AND EMENDED BY THE STATE. 12. SEE SHEET All FOR SITE NOTES, A2.1 A FOR PARTITION NOTES, AND FINISH NOTES, AND A61 A CEILING 8. WHERE ON ANY OF THE DRAWINGS A PORTION OF THE WORK IS DRAWN 4. COMPLY WITH THE WASHINGTON STATE ENERGY CODE, CHAPTER 51 -11 NOTES. OUT AND THE REMAINDER IS INDICATED IN OUTLINE, THE PARTS DRAWN OUT WAC, 2003 EDITION. SHALL APPLY ALSO TO ALL OTHER LIKE PORTIONS OF THE WORK. 5. COMPLY WITH IBC REQUIREMENTS FOR BARRIER FREE ACCESS, CHAPTER 9. CONSTRUCTION DETAILS NOT FULLY SHOWN SHALL BE SIMILAR TO DETAILS 11 AND APPENDIX E, SECTIONS 101 THROUGH 106, AND ICC /ANSI SHOWN FOR SIMILAR CONDITIONS. THE CONTRACTOR SHALL INFORM THE A117.1 -1998. ARCHITECT IN WRITING DURING THE BIDDING PERIOD OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS OR 6. COMPLY WITH THE 2003 WASHINGTON STATE VENTILATION AND INDOOR FURTHER REQUIREMENTS FOR CONFORMANCE TO GOVERNING CODE. ANY AIR QUALITY CODE (FIFTH EDITION). SUCH DISCREPANCY, OMISSION OR FURTHER REQUIREMENT NOT REPORTED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. CONSTRUCTION DOCUMENTS SHALL INCLUDE SPECIAL INSPECTION REQUIREMENTS AS SPECIFIED IN IBC SECTION 1704. 10. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES TO BLUNK DEMATTEI ASSOCIATES. 8. CONTRACTOR TO OBTAIN APPROVALS AND PERMITS FROM OUTSIDE DIMENSIONS NEED TO BE COORDINATED AND VERIFIED BY CONTRACTOR WITH AGENCIES: FIELD CONDITIONS. ELECTRICAL PERMITS AND INSPECTIONS ARE OBTAINED THROUGH THE IT SHALL BE PART OF THIS CONTRACT AND THE RESPONSIBILITY OF THE DEPARTMENT OF LABOR AND INDUSTRIES. PHONE: (206) 248 -6630. GENERAL CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY PLUMBING PERMITS AND INSPECTIONS ARE OBTAINED THROUGH PUBLIC AND ALL CODE VIOLATIONS, INCORRECT CONSTRUCTIONS, OR SAFETY HEALTH - SEATTLE do KING COUNTY. PHONE: (206) 296 -4932. PROBLEMS THAT ARE EXISTING FIELD CONDITIONS FOR IMMEDIATE RESOLUTION. 11. ALL CONTRACTORS. SUBCONTRACTORS, AND EQUIPMENT INSTALLERS SHALL FIRE PROTECTION SYSTEM PLANS ARE REVIEWED THROUGH THE TUKWlLA FIRE DEPARTMENT. PHONE: (206) 575 -4404. BE RESPONSIBLE TO WORK NEW SYSTEMS INTO EXISTING BUILDING. 9. (NOT USED) 12_ IN CASE OF DIFFERENCES BETWEEN SMALL AND LARGE -SCALE DRAWINGS, THE LARGE SCALE DRAWINGS SHALL GOVERN. 10. NEW SUSPENDED CEILING SYSTEMS SHALL BE DESIGNED PER 13. WHERE THE WORD "SIMILAR" OCCURS ON THE DRAWINGS, IT SHALL BE REQUIREMENTS OF IBC SECTION 1621 AND ASCE 7 -02, SECTION 9.6.2.6. _ - - ; -,�., INTERPRETED IN ITS GENERAL SENSE AND NOT AS MEANING IDENTICAL, - AND ��`�; ���� 4 11. DEFERRED SUBMITTALS (IBC 106.3.4.2) ARE 1) PREMANUFACTURED ALL DETAILS SHALL BE WORKED OUT IN RELATION TO THEIR LOCA1101 AND t METAL CANOPY, 2) DESIGN -BUILD SPRINKLER SYSTEM, 3) FIRE ALARM THEIR CONNECTION WITH OTHER PARTS OF THE ASSEMBLY. C , f .n SYSTEM. THE ABOVE ITEMS REQUIRE PRIOR APPROVAL OF BUILDING r ..r� \OFFICIAL THE DETERMINATION WILL BE MADE DURING PLAN REVIEW. . _- 14. PROVIDE BACKING/BLOCKING AS REQUIRED FOR SECURE INSTALLATION OF ALL EQUIPMENT/ CABINETRY /MILLWORK. W�Vy 4 12. A SEPARATE PERMIT IS REQUIRED FOR 8' - 0" HIGH CHAIN LINK SECURITY FENCE. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN. SUCH 13. A SEPARATE PERMIT IS REQUIRED FOR THE ABOVE - GROUND FUEL IMPROVEMENTS THAT ARE DAMAGED BY THE CONTRACTOR, SHALL BE - r .�L'_` = TANK. REPLACED AT HIS EXPENSE. " 16. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 35. FIRE DEPARTMENT NOTES: RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF 1. THE CITY OF TUKWILA HAS ADOPTED THE 2003 INTERNATIONAL FIRE CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND CODE. THIS AND OTHER NATIONALLY RECOGNIZED STANDARDS WILL BE PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT USED DURING CONSTRUCTION AND OPERATION OF THIS PROJECT. (CITY BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL ORDINANCE NO. 2047) DEFEND, INDEMNIFY AND HOLD CENDANT AND BOA HARMLESS FROM ANY AND ALL LIABILITY. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF 2. FIRE HYDRANTS WILL BE REQUIRED. SEE CIVIL DRAWINGS. (CITY WORK ON THIS PROJECT. ORDINANCE NO. 2052) 17. PROVIDE SIGNAGE FOR COMPLIANCE WITH THE BUILDING CODE, SUBJECT 3. REQUIRED FIRE HYDRANTS SHALL BE APPROVED FOR LOCATION BY THE TO APPROVAL BY BDA. FIRE DEPARTMENT, APPROVED FOR PURITY BY THE WATER DEPARTMENT, 18. THE GENERAL CONTRACTOR SHALL SUPPLY ALL MATERIALS AND LABOR AND FULLY IN SERVICE PRIOR TO START OF CONSTRUCTION. BY LINE OF REQUIRED FOR COMPLETE COMPLIANCE MATH THE BUILDING CODE_ VEHICULAR TRAVEL, A FIRE HYDRANT MUST BE NO FURTHER THAN 150 FEET FROM A STRUCTURE; AND NO PORTION OF A STRUCTURE TO BE 19. PROVIDE FIRE DAMPERS AS REQUIRED BY THE MECHANICAL CODE, OVER 300 FEET FROM A FIRE HYDRANT. (INTERNATIONAL FIRE CODE SECTION 10. SECTION 508 AND CITY ORDINANCE NO. 2052) 20. INTERIOR FINI SHES SHALL COMPLY WITH THE BUILDING CODE N.F.P.A. 4. AUTOMATIC FIRE SPRINKLERS AUDIBLE, AND VISUAL DEVICES ARE FLAME SPREAD REQUIREMENTS AND LIFE SAFETY CODE. REQUIRED FOR THIS PROJECT. SPRINKLER SYSTEM AND FIRE ALARM SHALL COMPLY WITH N.F.P.A. #13, #72, AND ADA REQUIREMENTS. SPRINKLER 21. PROVIDE AND INSTALL SMOKE DETECTORS AND SPEAKER /STROBES AS PLANS SHALL BE SUBMITTED TO WASHINGTON STATE SURVEYING AND REQUIRED IN TIME BUILDING CODE_ RATING BUREAU, FACTORY MUTUAL OR INDISTRIAL RISK INSURERS FOR APPROVAL. PRIOR TO BEING SUBMITTED TO TUKWILA FIRE MARSHAL FOR 22. PROVIDE AND INSTALL FIRE EXTINGUISHERS IN THE PROPER CODE APPR THE FIRE ALARM PLANS ARE TO BE SUBMITTED DIRECTLY TO LOCATION AND TYPE OF EXTINGUISHER REQUIRED BY THE FIRE DEPARTMENT_ THE TUKMIILA FIRE MARSHAL FOR APPROVAL SUBMIT THREE (3) SET'S OF DRAW NGS. THIS DUDES ONE FOR OUR FILE, ONE FOR COMPANY FILE, 23- ALL DOORS AND DOOR ASSEMBLIES SHALL HAVE A U.L_ APPROVED AND ONE FOR THE JOB SITE. (CITY ORDINANCE NO. 2050) LABEL ALL DOOR HARDWARE SHALL COMPLY MATH THE ADA SECTION DOOR HARDWARE ". PROVIDE SiGNAGE FOR COMPLIANCE FROM THE INSIDE MATHOUT 5. SPECIAL_ INSTALLATIONS OF FIXED EXTINGUISHER SYSTEMS_ FIRE ALARM THE USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT_ SYSTEMS, DUST COLLECTORS, FUEL STORAGE. ETC_. REOU RE SEPARATE PLANS AND PERMITS, PLANS TO BE SUeMT?ED TO TK FIRE MARSHAL 24. ALL DMENSIONS SHALL BE AS INDICATED ON THE DRAWINGS, OR AS PRIOR TO START OF INSTALLATION. (CITY ORDINANCE NOS_ 2051 AND sop CLARIRED BY BDA_ UNDER NO CIRCUMSTANCE SHALL D5dEW_ ONS BE 2047) DETERMINED BY SCALING THE DRAMANGS, 6. PORTABLE FIRE EXT*4GLNSHERS WILL BE REQUIlRED IN FOUSHED 25. DIMENSK NS ARE TO FACE OF STUD OR FACE OF FINISH OR CENTERLINE BULLRINGS PER N. F. P. A. #10 (M/INwfIJMI RATING 2A. 1013C). OF COLUMN OR CENTERLINIE of N?4DOW WkAl)ON UNLESS OTHE.R'1IIASE NOTED. ALL :NEW FHSHES ARE TO Ai)GN VATHI EXLSTING FMHE'S UTHOUT EVIIDENCE 7. BUIILDPIGS U nUZ11NG STORAGE OF H01 PILED COMBUSTIBLE STOCK WML.1 OF ADDITION t1KESS OTWRUSE NOTED. REQUMRE MECHANCAL SMOKE REMCNAL PER CHAPTER 23 OF THE 2003 I N TMA TI 41AL FOE CODE_ 26. NO WORK DEFECTIVE IN CONSTRUCTION OR QUALITY, OR DEFICIENT IN ANY REOUNW - l"T OF THE CONTRACT DOCUMENTS WL BE ACCEPTABLE IN $, NO BLIK DW I&L BE OCCL"I D. BY PEOPLE OR 1ERCH AND*IF, PRIOR CONMOUISI CE OF CENDANTS OR BDA'S FANLURE TO DIISICOVIER OR POINT OUT TO APPROVAL AND PNSPECTION BY FIR£ AND OU&DING DEPARTMEANTS. SAID DEFECTS OR DURING CONSTRUCTI(AL DEFECTIVE WORK REVEALED THAN THE GUARANTEE PERIOD SHALL BE BY WORK 9_ SPECIAL FEE DEPARTMENT PERIrMTS ARE REOUIlRED FOR SUCH TF#rGS COWORMWIG TO TFE CONNTRACT_ NO PAYN"T. OTHER PARTIAL OR FINAL, AS. STORAGE OF COMIPRESSED GAS. CRYOGEN'S. DRY CLEANING PLANS SHALL BE CONSDRUED AS AN ACCEPTANCE OF DEFEC rIR IK OR REPAIR GARAGES. PLACES OF ASSEMBLY. STORAGE OF HAZARDOUS M IATERLALS, MA7ERL LS FtAIMMIAa.E OR CoMOUS7*1LE LXXNDS OR SOLIDS. 27. 001+TRwCTOR SMALL PIL+0'�E PRDOIlCT DATA AND RELATED �� a� CUTTING OPERATICMNS SPRAT PANNTwNG� ETC. PRQECT CLOSE OUT MFORMIAII�I TE FOR wairs T1p�1A1 FIRE CCIOE SECTK�N 105) MUM NTENANCIE AND OF'ERAT1110114 OF PR00IIlCT5 FUF&dSHIED t*ADI R IW la FM DEPARTMENT NNNQE ACCESS IS AEQtA>RED TO 07!4111141 15W OF CONAMT. ANY PORTIM OF AN ItimiR WALL OF TFE FIRST STORY. FEE OEP/1Rrl"T ACCESS ROADS M! ONCESS OF 150 !NEOUllIW A TURN +AAOLVa FIE DEPARINIT ACCESS ROADS SHALL BE NOT LESS THM 2W WILIDE U*# AN U9808SIMUC %UtIOCAL CLEARANCE OF 1.' 60- (c:Ty al NM 2017) .r.• _ �... _.._. -ter .. _.- -. _ +r....� -� .. _ �. �._ _.... w _+ -.�. ..� EM .IJW DEMATTEI A88C)CIATE8 ARCH TECTS AIA ISM BAYSHORE HWY 0300 - CA -9snm TEL (&W) 692 --9911 FAX (630) 692 -0 '01 ■ 7765 REGISTERED ARCHITECT OEYATTEI ATE OF WASHWTON NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTnnTIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT CITY OF TL,. J _ Pcri -MjIT CLl ER U Z w CL D 0 a: 2 0�< �j a Z W a:, a: Z 3 < a 3 v) ui Z w 0 (a) Z DATE .SOB Na_ AO 201157.x7 %IM It OF lw ?w CELL LAR SITE DEMOLITION NOTE J ! �` __._ ` '���•�. CoCo UNI N SONS TOWER O 1W6A `� .... 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE CITY OF TUKWILA AND THE - -Too WASHINGTON STATE STANDARD SPECIFICATIONS. NO VARIANCE OR EXCEPTION IS ft..r vault ``\ REQUESTED. 2. EXISTING TOPOGRAPHIC SURVEY PERFORMED BY OTHERS. _ .� I t \ 3. NO ADJOINING DEEDS OR TITLE REPORTS ARE BEING SUBMITTED. I 1 i -- -- — _ L — — / -- \ 4. NO WORK SHALL START UNTIL NECESSARY PERMITS ARE OBTAINED FROM ALL i — -- — '— INVOLVED AGENCIES. 5. ALL WORK SHALL BE DONE IN ACCORDANCE TO EXISTING SOIL REPORT. SEE ♦/ — REMOVE Z 0UR85 i CENDAN rS PROJECT MANAGER FOR REPORT. f \ 1 \ — _ ~ J ~ — — — -- LANDSCAPING — I !� v M e ' \ ,_ _ — • I-- -- --�� CONSTRLIC,T N CURB 6. CENDANT, BLUNK DEMATTEI ASSOCIATES (BDA) AND THE CITY OF TUKWILA U \ . TO MATCH (t) CURB SHALL BE NOTIFIED IN ADVANCE OF CONDITIONS THAT REQUIRE ANY CHANGES �\x \ \ \ — _ --4 �"' --- � ---� E-- �--- ('TYP) FROM THESE PLANS. L16HT STANDARD 7. ANY NECESSARY TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE \ r — _..� r -- TO REMAIN ('TYP) WITH THE REQUIREMENTS OF THE LATEST MANUAL OF TRAFFIC CONTROLS ' y \ �� - -- --i I -- -- — _ — PUBLISHED BY THE WASHINGTON DEPARTMENT OF TRANSPORTATION. -- — I" _ -- -- 1 �-- — REMOVE ALL W 8. THE REMOVAL OF OBSTRUCTIONS POWER P FENCES. RETAINING WALLS, � \;,- /\ >, � \ \ �, / � �• — — ` � — — -- --� I >- — — PAVEMENT STRIPING GYP SHOM DASHED) TREES, � SHALL BE AT THE CONTRACTOR'S STRUCTURES PIPELINES ETC ) EXPENSE. �� \ �► '� \ �� 1 — I L _ 9. EXISTING STORM DRAINAGE SYSTEM TO BE USED. J 1 \ \ \ \ �� \� �" � � — RELD�GATE ( 10. DURING CONSTRUCTION, CONSTRUC110N CREWS SHALL UNDERTAKE A y s L / _ — ��� /` — ELMTRIGAL LINE I PROGRAM OF DUST CONTROL INCLUDING, BUT NOT LIMITED TO, WATERING S \ y ,� -- "''-' SURFACES AS NEEDED TO PREVENT DUST BLOWING, COVERING TRUCKS CARRYING ♦ // +f �• \ >� \ y I. `, , L ` -- — — _ ( ,*IpYr�l MATERIALS TO AND FROM THE SITE AND FREQUENT CLEAN --UP STREET y; f ��� / < \ \ y ` \ \ `- �" / -- �' -- SWEEPING) OF SOIL CARRIED BY CONSTRUCTION VEHICLE TIRES FROM THE SITE `� ` J �- -- --� -- T ROADWAYS. COMPLY WITH ALL NPDE REQUIREMENTS • ,� , i �\ ` 'y\ \ \ ONTO S - /� 11. ALL EXCAVATIONS 4 IN DEPTH OR GREATER SHALL BE SHORED AND BRACED ACCORDING TO STATE LAW. 12. ALL EXISTING IMPROVEMENTS REMAINING AFTER DEMOLITION DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF CENDANT, BDA AND THE CITY OF TUKWILA. A� 'E -- -1 r — I �► , ,j 13. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE, TO ROADS OR j ADJACENT PRIVATE PROPERTY, CAUSED BY HIS ACTIVITIES AND ALSO SHALL BE F -- RESPONSIBLE FOR ANY OTHER WORK REQUIRED PREVENTING SUCH DAMAGE. r HYDRANT •1 . ! I ,o• f ; ( PIKE I RA �.1�� TO REMAIN 14. ALL DEBRIS AND UNSUITABLE MATERIAL WITHIN THE AREA OF WORK, WHICH IN THE WORK SHALL REMOVED (SEE GIYiI) ARE NOT INCORPORATED E LL BE TO A LEGAL � TREATER °� /� DUMPSITE AT THE EXPENSE OF THE CONTRACTOR, — / (sm DEMO PERMIT) -- ? I /A,1, ITEM %im'" UTILITIES AND SHALL BE RESPONSIBLE OR ALL DAMAGEKIBREAKAGE E OR LEAKS 1 r f AS DISHED TO BE A H ! ♦ � � — - I �� j , REMOVED �, � CAUSED BY HIS WORK. CALL US 48 OURS BEFORE DIGGING. 16. IF WORK IS NOT PERFORMED AT NIGHT, THERE SHALL BE NO HOLES OR ' STOCKPILES OF MATERIAL IN /ON THE AREAS WHERE VEHICULAR TRAFFIC MAY ++ — - -- , SITE L16W - SEE OCCUR FROM 8 PM TO 6 AM. ALL HOLES SHALL BE BACKFILLED OR PLATED FOR -- - 1 1 1 1 1 1 I I I •� I I- s ` D�16it1 IWILD / H -20 LOADING. ELEGTRIGAL PLANS ,I 17. WHERE EXISTING ABANDONED UNDERGROUND UTILITIES ARE ENCOUNTERED P A �► c =ACLJT AND THEY ARE IN CONFLICT WITH WORK ASSOCIATED WITH THIS CONTRACT, THE J ��03 _ '� r I I , I I I CONTRACTOR SHALL REMOVE THEM AS NEEDED AND DISPOSE OF THE MATERIAL REMOVE (Ej 516N, THEATRE $91pN3) D • • { ° L L L I r ACCORDING TO THE LATEST OSHA REGULATION AND THE KING COUNTY / I I 5UPPORT ! COW.,. PAD I II jr r UNDERGROUND U U E r REQUIREMENTS. NOTIFY CENDANT AND BDA WHEN EXISTING ABANDONED �` — I r r I I TI Ti S ARE ENCOUNTERED. � I I �/ I I I I � `\ J ( 18. CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING A PERMIT COPY OF REMMOVE TRH --� i / . � I I� � CONSTRUCTION PLANS AT PROJECT SITE DURING CONSTRUCTION. - T - � T-1 I I I _ 19. CONTRACTOR SHALL PROVIDE ONE SET OF DETAILED AS BUILT" PLANS GdJR9 PLAZA I / , ► -T-T7-TT T L L L L i SHOWING ALL DEVIATIONS, CHANGES, ADDITIONS AND DELETIONS FROM DESIGN l5�io�w DAB T � � T r � � � r � I � / l f I I PLANS FOR ALL WORK � �—~— 1 `+ 20. DIMENSIONS ARE EXACT AND NEED TO BE COORDINATED WITH FIELD t `` -� Z ROOF � TO ` ' � �/ CONDITIONS. PLEASE ADVICE BDA OF FIELD CONDITIONS ENCOUNTERED THAT ARE TO REMAIN / OTHERWISE THAN SHOWN ON THESE PLANS. 11 I x 21. CONTRACTOR SHALL DEMOUSH, EXCAVATE. REMOVE AND DISPOSE OF ALL L.LLL T T ; EXISTING CONCRETE OR ASPHALT CONCRETE PAVING, CONCRETE CURB, GUTTER , �I — I — I�� `I `T NOTE - SEE CML E IAA R!A REQUIRED T CONSTRUCT THE F1 1TY "7 ~ - 01." n I I ! I I f I I I I ! + r AND SIDEWALK AND DELETERIOUS TE LS EQU ED 0 i —4 •o• r � / / I �+� I � I I I I I ( I ! I I I I CONTRACT WORK. ALL EXCESS MATERIAL GENERATED BY DEMOLITION, EXCAVATION ��� 1 ` \ ^�� �� ALLE AND GRADING SHALL IN H BE DISPOSED OF BY THE CONTRACTOR. DEMOLITION WORK � f � �/ I �� I ♦ \ + NOT SHOWN IN ENTIRETY. F TRUCK TRAVEL i !� �` : . 1 I I I I I I I I I I I I I 22. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS. IT SHALL BE THE L L L L L L L PATH (��� DAS�:D) � LI - -I-� -� --I - --i -1- 1.11111 \ \ CONTR ACTOR 'S R E SP ONSIBILITY TO PROTECT ALL EXISTING UTILITIES SO L L \\ coNTR c oR s soLE EsP r r r 7 7 7 T T T T T r T T r '� � \ + THAT NO DAMAGE RESULTS TO THEM DURING THE PERF OF THIS I r CONTRACT. THE CONTRACTOR SHALL BE REQUIRED TO COORDINATE AND T AN UTILITY COOPERATE WITH OTHER CONTRACTORS D U U COMPANIES INSTALLING NEW C STRUCTURES„ UTILITIES AND SERVICES TO THE OVERALL DEVELOPMENT. IN U TIL I TIE S. C ONTRACTOR TO CONTACT USA REGARD ALL U U .S. I I I 1 �{ `y \I ` - , I I I I I ! I I 23. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE I TION DURING THE COURSE OF \ \ RESPONSi81L TY FOR J08 SITE CONGI D E - -f a ___ � — /� I •► ;{ CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUiREIMENT SH ALL APPLY CONTINUOUSLY AND NOT BE LIM I TED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, I; I 1 I I I — I I I I I I I I I I ' T _ — ' �'' �_ r — • . INDEMNIFY AND HOLD CENDANT AND BDA HARMLESS FROM ANY AND ALL �� — -- I`T` I ` — I �p� TY p� Q A LLEGED I N CONNECTION W1MTH THE PER FORMANCE OF WORK —1 -1 S1.T11 l l .L ; r r • — 1 — .— \ \ A81 U , REAL OR • \� - 1 t --- -- _ ON THIS PROJECT, EXCEPTING FOR UABIUTY ARISING M. OMM THE SOLE • ,� _ -- - r - — - j_ , - -� I �;, NEGLIGENCE OF CENDANT OR BDA. - 24. SEE CIVIL PLANS FOR REQUIRED WA TER QUALITY PROCEDURES DURING CONSTRUCTION. � - ' 2s> SEE A1.1 THRO Al s. 1 FOR SCOPE OF W>rOFOL � I Si,RVE`r DATA 50 �G€5 — • -4 L_ i L111�E5. MI AD ASSOCiATE5, r -- _ ..�_ 5frE SURVEY: Cp I f —' — -- --I i ._ _. —..; — — -- .._: L 4 -41 x _4 � fi r- 4 , coc- Poo � • , r �� r,rrrrrrrrlrlllllr�I�Illl �- ` - i lrrr rr�� / �LJ1,1.11- 1 r - _ I'll • Imlor 30 6c W 0 T 1� 1 111111111111� 1 �. fir T�elOr -ar ■ r�1 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 SAYS"13RE HWY #300 CA - 94010 TEL (650) 692 -99" FAX (650) 691 --0181 ■ 7765 RG:STERED ARCHITECT JAMES DEiiATTE STATE OF WA%MT DRS MOPWIGATION 5/10105 N0. j REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AN COMPARE THEM VATH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIvITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT PER -MiT ENTER d Z O 0 �o O� J W z a �c W m . j Z J am W CC co w t V) �' Q W �•- U Z s� � �..� 0 t o a 3 x Ell W W V i-- DATE JOB h4. 20457.07 DA1L1 som 1 s or w i t ~ / 1 ■ r�1 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 SAYS"13RE HWY #300 CA - 94010 TEL (650) 692 -99" FAX (650) 691 --0181 ■ 7765 RG:STERED ARCHITECT JAMES DEiiATTE STATE OF WA%MT DRS MOPWIGATION 5/10105 N0. j REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AN COMPARE THEM VATH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIvITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT PER -MiT ENTER d Z O 0 �o O� J W z a �c W m . j Z J am W CC co w t V) �' Q W �•- U Z s� � �..� 0 t o a 3 x Ell W W V i-- DATE JOB h4. 20457.07 DA1L1 som 1 s or w i t - - W75*"'S4" - 431' N34 . 4021T 31 -.� `*V L 66.95' ` r - �..._ 1. j A s . 1 1' 6 46" �~ --- R 47166' ~ --� x �.''s •�19 (4) &ATE SEE FENCE PERMIT �'� . .. �s�• � Y . �.. AL 2 x ��.� '�'r' �" ,,,.,' � ?' -� •��. I�A': 5.44 WANTON STATE PATROL 1 t 4 r L/"T / / ``. 1 �'� •} r a , , Lis �i :i1�, t . r • ,: ' - �.: ' ` /� lotol O No IT ♦ ♦ / } 8 ♦ •. 444 / (W ASPHALT PAVING . O ; �• / \ : I t r. DEMOLI51•E"D TIfATER (SEE GIVIU r / \` ` ,�' <^ �. <q'.-• w r }- � 'x11 { ' \ ! '�- v .., }r ,, �. � mss• ., '. • �,...: , � � � �� ` � � 1 l , I��,. � ' Sri' ♦ . +' `� � r � � y l y , �a "1l � �; "r. (W b u 44161H GONG. - CARS TO PROTECT � OZ 1 E P. / � r / \ Ir. /�wi�/r/ \ 1 ; w`��.5: " 1. - �•�bl. 1 r "� t * 'R� � - . r � - c: -,,, ,.r�r`r {' -. -. r r 5KADED Aim (W 4 LONG MIEEL. STOP ( a EMPLOYEE 4 VISITOR PK&) �. / / � _Q ' / Ilk (N) LAWWAMNS � i j ♦ G � � �� fit. � � ,. � � �-� '' �, s, o SM LA W. ` / r ♦ 1 / `":: Y. \ i_ ,. " ^ r ` r. ,' (•�e : tG r ,, r ` "r� 5 .`..' 4 :. (`Z'/ SHADED D C, 6'--Om "./ E o ff ' ter.. I i •Y �' Kr = a 1 , t l i ..: - t� r , �,'.,< - y s ...Y , ` - Y: W F1/ 1 EFi / � �i11`({( - Y 1 • , ,.. �.� w i :'" -��` 1 ! _ y7` - >f' - * '1 - . a � ' ti . PEDESTRIAN SIDEWALK `�• r t `� { (5HOM HATCHED) I ! r --- 1 -� � ,�„�. � Y ,• .�'', � . .. r � .5 � .. � Y ,�, 1 5 CAOLDRW 1 , �t•�. 1 e � ;�,� � v ,.L.,�, *� : � , f 4 ' `< - i7_ � a . - � ` ��r• PEDES I PJAN sID�AL.K a DRIVE FAgJTY AISLE TF'EAT� 1 , — SLOPE A� \ ; � �c � * _ � i�r . n t'$ t ♦ •� PAViNb TO MEET • • � � 1 � .� ; y •�-.� ,� (`TI !l�DER - (W RAISM 51 SEE AIZ I (SFIOY'1� HATGI'ED) J -�.� '- --_. �\ ; .. -J .'y- ' �.l[ ' �y( )•ate'";.} W -_ -. M -1 ♦ Come. NG. 1 1 LIFE TO 1 mOD11 GURU, _ �`�- • I t - LAIVSGAPINS M1 DRIVE AI5i.E5 As W 90`3 '130 Io �'�� VFI '• :L .• rag 0 IL • :�: _ , r Olin Imo! • • N 1 '-� [�7 r r • r •'r: , PRQJEQT DATA .� '• 't. "•. c ra ZQhINrj RC (REGIONAL COMMERCIAL) oL B,UR.DINQ JWILDING USE ADMINISTRATION OFFICE OCCUPANCY CLAS SIFICATION B TYPE III SQUARE FQQTTAGE 16,sa4 SF (1 FLOOR) MAINTENANCE OFFICE B TYPE III 30,329 SF (1 FLOOR) CAR MAINTENANCE NJ GUARDBOOTH SECURITY U TYPE V 48 SF (1 FLOOR) It -32 SE (1 F� (6,159 SF CANOPY NOT INCLUDED) TOTAL BUILDINGS E Abdo 50,801 SF APNa PARQU l 222304 -9101 -02 PARCEL PRQJEQT DATA ZQhINrj RC (REGIONAL COMMERCIAL) B,UR.DINQ JWILDING USE ADMINISTRATION OFFICE OCCUPANCY CLAS SIFICATION B TYPE III SQUARE FQQTTAGE 16,sa4 SF (1 FLOOR) MAINTENANCE OFFICE B TYPE III 30,329 SF (1 FLOOR) CAR MAINTENANCE S -1 GUARDBOOTH SECURITY U TYPE V 48 SF (1 FLOOR) OTA CAR WASH, FUEUNG S -1 TYPE II -32 SE (1 F� (6,159 SF CANOPY NOT INCLUDED) TOTAL BUILDINGS 50,801 SF APNa PARQU l 222304 -9101 -02 PARCEL 3 222304 -9001 -03 QUARTE& SW 1/4 OF SW 1/4 PARCEL 2 222304 - 9015 --07 PARCELS 222304- 9102 -01 i 22 g7E ARFAS TQ0ISHIP: 231V BUILDINGS 50,801 SF BAWL - 'E. W.M. (E) LANDSCAPING 124,534 SF (N) LANDSCAPING 27,833 SF (E) PAVING 417 SF (INCLUDES TRASH ENCLOSURES OF 256 & 186 SF) PAVING 38.334 (y) SF TOTAL SITE 658,723 SF CANOPIES (E) CANOPIES 8,508 SF CANOPIE 9,5W$F (N) CANOPY TOTAL 18.014 SF PP A � { N Q - DATA � SWA � REE PARKING STALLS MAINTENANCE: REQUIRED MAINTENANCE OFFICE 9,715 SF 1 STALL / 333 SF 30 31 (1 FLOOR) CAR MAINTENANCE 20.614 SF 1 STALL / 1000 SF 21 23 (1 FLOOR) ADMINISTRATION 16,684 SF 1 STALL j 333 SF 51 53 (1 FLOOR) GUARDBOOTH 48 SF 1 STALL / 333 SF 1 1 (1 FLOOR) OTA 9,899 SF 1 STALL /1000 SF (1 FLOOR) (INCLUDING CANOPY) TOTAL PARKING STALLS 113 121 BICYCLE PARKING DATA SQUARE BICYCLE SPACES SPACES BUILIDING ADM INISTRATION 1fi.6�84 1 SPACE / 50 PKG STALLS 1 (1 FLOOR) MAINTENANCE 30.329 SF 1 SPACE / 50 PKG STALLS 2 2 (1 FLOOR) OTA 9,899 SF 1 SPACE / 50 PKG STALLS 1 1 (1 FLOOR) (INCLUDING CANOPY) PARKING STA ACCESSIBLE: 8' x 18 VAN ACCESSIBLE: 11' x 18' REGULAR: 9' x 19' COMPACT: 8' x 16' r�Y• r P L E - gill , F r r _ 77 b L r rr L 57WPLAWWoff E (W 1!�E 11 L/1l05C.+APE - 5M L111v. DI'Iff g LE UTT PNiC I rl? GO mw AAe M T �. 'ROW 2,41aw . 1 1 1. LAND5CAPINS (SEE LAN05CAJPE DY65) 2. CIVIL (SEE CIVIL DVSS) 3. EXTERIOR MODIFICATIONS TO ADMINISTRATION 4 MAINTENANCE SUILDINt5�5 SEE A2.1, A2_IA A2_I5 AND Al2.1 4. ADDITION TO MAINTENANCE SUILDIN6 FOR FLUID 5TORA6E SEE A2.IA 5. METAL CANOPIES AT MAINTENANCE FACILITY. SEE A2.IA AND A2_I5 b. 5EC.lJRITY CAMERAS. SEE AI.IE 16 ASSCN01ATES, ARCHITECTS AIA "W ItAYSMORE FIWY *300 CA - 94010 TEL (6S0) 692--9911 . FAX (650) 692--C"81 7765 REGISTERED ARCHITECT pwrEI ATE OF WASHINGTON Q OW MOPMATM SW/05 NO. REVISION DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM MATH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCNG ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIA BE REPORTED TO THE ARDWECT O IN i FEi;0lT CEN ER (1) Z Nam w c a a: > Ot �j a m z W Ix a t� z zg< Z W W 1 (m) I CC) DATE JOB 14C. v%x 4 OF !r I. � � , � ^ ` � ) o 0 E] � � / / Y � ' / ! / | | d I a [�i .''— ' I ' I / ' U1 ^''�' �\ i �' ' / - ..` At At ^� At '-- �� . / / ' LJ | ' ^�+''+-v � ~� ^^``~�° ~ - � "_^�_,_~�"_~~ . ^. ~~~=_._~�.=~~~~_~=~~_,.,__ �� �� / , -~~.�.~� , ^-~�"x-~`� "�^'�'~-^'--^^ ^ n | / | ^- ` -- --- '-- '' - �* � - ----- ---- --- ------- —'----- - ' / ^ /~~�~ e° ��|/ �' ' ^�°19 ~�^~=7*^,�� .4 ^ r'- �--'_._-----� r--�--___------'---'- --`^ - ---- -- '--'---- '------'-- '-___------� --- / / v ^ ' --~ ``-� ' ` ---'----- --------''---- �` '---- ---- ' � ~^~~�~�� --�`-~--r��------''--.-._-_ - ' ----''---'---- ' --- --' --------- � - ' � � ri ^ pot rn rn IF rro :3 CENDANT CAR RENTAL GROUP, INC. MW nXWLA WMtAMWL BOULEVARD g ra A o SECURITY CAMERA LOCATION PLAN raw$ 0 > ot >> ~ m, > ' I I ww g o a i� 1 7 i i 1 I t I I j � i I ( I 4 1 1 I a v J L 0 O v 1 I • i u • • �s L = � I I . I L _ tr- to „ i .t ( 1 I I I I f 1 ■ ■ r. ,.�r.rras,�w• ta•tr 1 .� — asa I, as � , r • : ►1 u u 11111; aq •rte - -- -- -: w /I All - • w' • • . C c �1 d N no / r I }.; I 1 w2 IV n m -� ,l 0 �.• in y rn n I 77 i mio2 N a I N I I L r -pi 0 0 ' � n 1 c C II X I I N i i I i i i I X x x EX - t MODFICATION8 and SITE WROVENIENT9 for CENDANT CAR RENTAL GROUP, INC. � < g o zi w 15820 TUKWLA NTERNATIONAL BOULEVARD TU(WLA, WABFNQTON 98198 cn ,� —► � MAINTENANCE AND ADMINISTRATION BLDGS � UP= Q � � � o _ � OVERALL FLOOR PLAN vim• -r -o• �'�� ��`� ri I - I o r a r �s L = � I I . I L _ tr- to „ i .t ( 1 I I I I f 1 ■ ■ r. ,.�r.rras,�w• ta•tr 1 .� — asa I, as � , r • : ►1 u u 11111; aq •rte - -- -- -: w /I All - • w' • • . C c �1 d N no / r I }.; I 1 w2 IV n m -� ,l 0 �.• in y rn n I 77 i mio2 N a I N I I L r -pi 0 0 ' � n 1 c C II X I I N i i I i i i I X x x EX - t MODFICATION8 and SITE WROVENIENT9 for CENDANT CAR RENTAL GROUP, INC. � < g o zi w 15820 TUKWLA NTERNATIONAL BOULEVARD TU(WLA, WABFNQTON 98198 cn ,� —► � MAINTENANCE AND ADMINISTRATION BLDGS � UP= Q � � � o _ � OVERALL FLOOR PLAN vim• -r -o• �'�� ��`� ri I - I o r a i ° o I Q ' MATCH 4 z B a SEE AIM FOR BALANCE OF a om LW 8 Al - �w w w � w w rrwr w r»w wwn rrr , �INI �wN w w �Nw Nl• 111. w w �wi w w wwNwwl r w 1 w w �wIN>.Iw w w r Nl• w w wrwlwNl �r rr w rr N: � w wwwrN w w w1N r . Ns w � wwN A A2.14 j i i I 1111 & AW IN jA A2 i Z FRAMES 4 I SEE T.I. PERMIT FOR i i I _ i o f INTE RIOR WORK. ; 0 It CANOPY ' - 10' I I' �-s '"� NTERIOR F PLANS. • 3 sm '"o w 11 ' i ! PREFAB METAL - I CANOPY PHS �D" o I s J (TYP) ! I M °1 1 ► I °1 s I � o q' -3" o 4 I'3• (w C ANOPY 46 ,____ _ ____._.� (SHOM I i ! " MIN I � I I , CAA 51 1 - 3 1 /8 0 3' -10' { �� 12' - Om f , f 1 1 N • �i 111 • 1 • 1� N 1 N 1 7 1 ! r 1I -10 6 10 -0 8' -0' q' -0' ' mono OF WOW SOOPE OF WOW ° ' 1 ♦ + O ♦ „�. + ' 0 DI I 010 0 o X ; I N 8 X q I 1OR Rcx.L -uP DOOR -� I I I I I 11 I I I N .21Oy4 X I I I I I I I I I I o ROLLA P o N fur -PHALT RAMP o 0 L - . I L_ J L J L- J SEE CIVIL J W M OTOR - S CIVIL CNP • ROLL -w DOORS) G i N 6' CANOPY I I I I CANOPY _ _ (W CANOPY f , I I I I 6' Z1' -0 ' b' i i i € 6 21'-ON 6 ' s I I I I I o M� o o r i O o NEK OiL Q o 0 0 0 0 o o 0 { ° Q o L---J L - - -J o o o ;-'� ,=� �__ _� 0 0 0 0 0 0 0 0 X x x x N SPIJ (OFG1) r Gm WALL (N) 6 DiA. �'`� �� ; � Yv6TE OIL x * } SEE (JOG &AL) o o (OFGI) TV 0 0 x gCOPE OF WORK x x I SCOPE OF WOW H BUILDING SCOPE OF WORK o o ° G EXTENSM FOR I FLLWS ROOM "A K&L 4 pooh IN ' 1'-4' MAW OLDb - � 4--4- Sm PLAN 'F PR 3' -0' 6AT5 i - ' frYP OF 2) 4 Ir 9w cryr 1 i :i I I it II I OF 5) N ASPHALT RAW I I o I ) ,W COOK'- P AD 0 0 J L o � � T -0' 6rA►?'E'S 7RA6M r. m GFV rw.LS a CKW LIMc 0SLm Group C Exterior Mletd (Double) t_ D60D -626 ( Mlo bw 9rode) !singes 3 pair- Starder f1 79. 4 1/2' US26 oai bemif+g Ckmw. LCN 4210 1�are,d Oush batt Nm F6358 Pw,*o Saw 1 ' -Ol2 PC . ,-i, ----� Cfrr " T r/ 2 . F-E:i; 'T Ct:NTER (E) -- E)OSTING DIM TO DIM TO (N) — NEW F-0-S. CENTER DIM T O ON - DOHA F.D.RN_ ! Al.`GN (E) WALL wr WED AL A ai I A& AL �_ .rs. .. �.�,+_ + _-+s ��..• _ +�. -�.� ..- ..- ._ -�.--� �'' _.af • '�^...+.� _. _ ._- ..�. .n..�,,.n..�. �,,. _.�. ... _.. � ,.� .....� -. _ ..... .�.......►..- ...w- ••w..._ . -+rte rte+... �� ... � .r.-� � +.��..� �.-. ..-- ... -.... (N) CMU WALL - SEE SIR UCTURAL BLLRNC DEMATTEI ASSOCIATES ARCHITECTS AIA 1511 ISAYSHORE HWY *300 — C► — 9070 ■ T8 (6.50) 692 -9911 FAX (630) 692 -0741 ■ 7765 REGISTERED ARCHITECT oauTTf1 ATE OF WASHINGTON S /2 os © MW MOOMATM 5W/05 NO. REVISION DATE IT IS THE RESPCMISIBIUTY OF THE CONTRACTOR TO VERIFY ALL FEW CONDITIONS AND COMPARE THEN MATH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMIMEDIATELY BE REPORTED TO TW ARCHITECT • O i DID • W Z --j w Q � Q W D m o a: (,) cr. Q va > Jo a. O< > cc J 0 0 O m Z .J Uj ,-- ad cr. W a � z V •� Z Z < Z IL a: Q a o 2 Z 0 W „j W 0 LL. D ATE JOB 40 20WAY AZ1A s�aET • OF w 1b 4 DOOR & VYVM CODE 1CONS71=7m FRAME MIATERUL 11J1NEOUS ST STEEL Y HOLLOW METAL SCL SELF— CLOSER AL ALUMN M TH 7HRESHOLD M1:/► DOOR FACE FOGSK S 9G SAFETY GLASS Y I m - 1m. P PAINT AL ALUMOM Ff 1 FACTCRY Fri Group C Exterior Mletd (Double) t_ D60D -626 ( Mlo bw 9rode) !singes 3 pair- Starder f1 79. 4 1/2' US26 oai bemif+g Ckmw. LCN 4210 1�are,d Oush batt Nm F6358 Pw,*o Saw 1 ' -Ol2 PC . ,-i, ----� Cfrr " T r/ 2 . F-E:i; 'T Ct:NTER (E) -- E)OSTING DIM TO DIM TO (N) — NEW F-0-S. CENTER DIM T O ON - DOHA F.D.RN_ ! Al.`GN (E) WALL wr WED AL A ai I A& AL �_ .rs. .. �.�,+_ + _-+s ��..• _ +�. -�.� ..- ..- ._ -�.--� �'' _.af • '�^...+.� _. _ ._- ..�. .n..�,,.n..�. �,,. _.�. ... _.. � ,.� .....� -. _ ..... .�.......►..- ...w- ••w..._ . -+rte rte+... �� ... � .r.-� � +.��..� �.-. ..-- ... -.... (N) CMU WALL - SEE SIR UCTURAL BLLRNC DEMATTEI ASSOCIATES ARCHITECTS AIA 1511 ISAYSHORE HWY *300 — C► — 9070 ■ T8 (6.50) 692 -9911 FAX (630) 692 -0741 ■ 7765 REGISTERED ARCHITECT oauTTf1 ATE OF WASHINGTON S /2 os © MW MOOMATM 5W/05 NO. REVISION DATE IT IS THE RESPCMISIBIUTY OF THE CONTRACTOR TO VERIFY ALL FEW CONDITIONS AND COMPARE THEN MATH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMIMEDIATELY BE REPORTED TO TW ARCHITECT • O i DID • W Z --j w Q � Q W D m o a: (,) cr. Q va > Jo a. O< > cc J 0 0 O m Z .J Uj ,-- ad cr. W a � z V •� Z Z < Z IL a: Q a o 2 Z 0 W „j W 0 LL. D ATE JOB 40 20WAY AZ1A s�aET • OF w 1b 4 1 b II MAj CH C Al21 13 A2.1B I' 1 M , NIA GHAI LINK SEE Al2.1 FOR 1 i i _ �.- .^"_".fir.- - - -- -- - �i -- ---- ___ __^•_.__ _ ___. _,_ .-..-- .._f__� _ _._ ._r... ---- -'- -- -4 I RATION 81,�{DNC3 r � f�NGE WY � &ATE AND + + (W b' pbk i 50LIJ >k x x i N� ROOF SCOPE OF WON fT J Scxw OF WOW ! NW 6LA%. IN ® wF,RANE-5 MATCH LM C Al21 10011 IMM, COMMONS AND 1100 1001 INS amm amo amo amiI swo Himmimmoo No oimm R�aoF SCOPE OF WORK 8 A28 z GANOPY W% N>�J Nw FABRIG i NUJ I FAGIN6 i Nw 1 - ( F.O. 0 GNU TO I RHO. OF 00 DOOR NUJ I � Z CANOPY m/ NW FABRIC FAGIN& -01% SCOPE OF WOW NN) DOORS IN &) r7Pm'mfJISF, D aff sR emu► Pan ooaR AND wrvw� sa�aee )1ILMW , 1 " DOORS IN Mj 1 V Roos VF VKM (E) - E)GSTING DOM TO D DIVA TO -T F -O -S_ i C CENTER cDW TO t t DN - DOWN F.O.FIN_ I A AL fGN (E) WALL "m USIED *V i a r L 1 !7 , . .mow r s 1r+ mm DEMATTEI ASSOCIATES ARCHMECTS AIA ISM RAYS!-IORE H11VY 0300 CA - 9,010 F AX (650) 69 -ors, 7765 REGISTERED ARCHITECT oeu► � TE OF WASHINGTON <j' I DRB MODIF Tm %V/05 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AHD COMPARE THEM MATH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHTECT a O 1 TY OF J�;. ,. • PE�iMIT CEr j E. d Z WOW .a. 0 93C o < > m a z z Zj J W '- CL ' 2 a: cc w o Q < 'V Z -.1 < um Z < Z Q 3 wa a low Z — a: g 3: a W < 019 M a DAX JOB No 2OW-07 A2e1B 7 CF N I q MATCH LSE A At B .A2 MATCH SEE All FOR ADMMTRATION BLDG ROOF LSE A Al22 som cr wort B A22 OV FABRIC CANOPY 0/ 1 b' ~ TYP EAC VAUZ r - FWOV WE AM INSTALL FLASHN& FROM 0 eLUb. TO (11) CANOPY M ORfJ9Q TO MAKE SPACE WYM (E) E L.c6. AMP N CANOPY M{I4T9V%W () ROOF ACCM LADM OE) SCUPPBt SOM OF VXM i W NIL. 0 ScA rP9z M 5m ME�iHANIGAI.. L ELE I RICA& VMS FOR (NJ "%H- L"T UXATIM a) 5CArmm (fj 4' t 3 RFL. M. ► ! W 4 ( ! i CaITER wxx SCAMEN Comm w:cH. 5ARMN ! It W;GK LUT t M &L DRAG 5tP'PIORTS : 1 LL BRACAM ON REPAIR B&T-W , i = ± ON CBCM -LSE OF -LIE OF ' ROOF TO MAT04 EX6. // ' C rYPJ N.IFJ ' i e i s ALJ6 N NORTH 4 S/M W.-OK SCAM MW.LS ON of �s - PlRiL.!!5 �TYP� i I , TO REMAM A *N EAST i VEST MEcht 5GREB1 INNIS . �+ SIM NechiANIGIAL L ON GAR -U E OF Fq,SGTWIG& DY456 FOR EwsTNb �w N MEM LW LOGATK t t ; 4 i N PRE -FAD. N 1°RF�AB. CANoPr w� =':r - c*NOPr w duTm ! du"m s aoorE a �aw•c _ -. _ • . aoorE a� � r- Y 4 b sso� as.la.c (y 11 ji , SIM HEM l - _ _ SHOP DRAwN66 P'RONIDE AND WALL FLASHMS FROM (E) ELD6. TO (W CANOPY M TO MAKE SPACE BETY404 0 BLP6. AND '= �.-;: , - -'•; �' Gtr INATERT16HT .r =�r = WOOD CURB fic'?i R" MAW IN W Z som of wort aLZm 1/2" / I'-' 20 6A. 65M FLA,S!#NS CAW rryp) PAMT ALL rTE ro/ EPDXY PAINT (TYP) (W E1P5 PANELS D/ FRAHM& Sm STI%KOT. / e��5 ci►xr srn� fLA&*16 20 6A 654 FLA%oN& — HECA 4ANICAL WIPORT tsm sTRUCTURAu 20 6A06E FLA 41%& 65M FL/%N% rr/ DRIi' ED6E - ATTACH AS R5i MW " JILT -W ROOF 4' F113RCU5 CANT STRIP 20 6A SE FLASHN6 lW CONSTRUCTION (VERIFY IN FIELD) 5EE STRUCTURAL 0"65 FOR CT10N5 a 1 � D5- r k j;ffi m�l r 40 P _ - n 3'=T -0' GETTER M4. SCARAMN V4AU_ BRACES ON CDUM -UM OF EX&.` 6W-LAM EEAMs (TYP) �7 cafrm WON. BRACE %FfMTto _ ON 6ENTEIR-LM. OF VW FURI,.M (Y'I'P) SIM sump -ft_ EwST'"b ROOF ,�'�' � �1M �..�► S1%GTm t M&T R00FOO - VERFY M 'T - iK %TJ 'IT 0 'N - z - %4 r -T I N- jjjjpjjj1,� ill 111111111111m, -- MW ' i!lt U—Z ZL L ' IL -A W�Ll k It (�KA ; 11 W•T.W EN LWK DEMATTEI ASSOCIATES ARCHITECTS AIA OW eAYSHME NWY 0300 -- CA -- 94 M ■ TEL (650) 692 -99" FAX (630) 692 - *Vn ■ 7765 REGISTERFi� ARCHITECT JAMES 0 OF WASHINGTON Q SRS MOMMC.ATM W/05 N0. REVISION DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONU AND COMPARE THEM MATH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES_ ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT i 0 Cirr vm PEtiMiT CEF,4 L U z .kk a a. un :3 a o a: 0 > a: OVA z Z..j J w a: D ca cc W a 0 V Z z z Q 3 w 0 Z Z 3 z W 0 go < 2 DATE JOB me A2m2 SIFT IS OF ! T.'"�"�►l �....,,� - ..- . ►.,_. --�'� !� _.+r..1wr' .w.. -..- ��....r. - -- ....... ...,�,��. , -- ,. . _ r,�• - .�_..r•+. -v..► - .s '�`..► - � -...� � �,,. - .��r _..1�- +.�..+.�.�.�r�r.+ .-..fir -�- r-"'� -_ .- � -.r.. -maw ....� �.. t b 4 NOTES SCOPE OF WOwc Q EEXISYM PLASTER /CONCIXTE WALLS - REMOVE (E) PLYWOOD PANELS. INSTALL 8 (N) PREFAMCATED METAL EYEBROW (N) CLASS MMNDOWS IN (E) FRAMES. Q (N) O/ (E) METAL CAP FU1SiNG ® (N) METAL ROLL-UP DOOR - (N) BLACK CHAIN 11N1( DOOR w/ ® (N) OONC. RAMP W/ PAINTED PAINT COLOR / TINT TO MATCH F CANOPY w/ FLUSH FACE CANOPY - PAINT PAINT WOOD SLATS 1 TAL HANNDRAIL REMOVE (E) CLASS. REPLACE w/ STEEL COLUMNS (E) VENTILATOR CAP (BE a (N) METAL MAN DOOR - PAINT N) PAINTED METAL ROVE GROUND (E) GROOVED POURED CONCRETE MASS. ASS. COLOR / TINT TO (N) METAL SPANDREL PANELS - O N) SPOT -FACE CONC. MASONRY WALL - L TANK WALL - PAIN T MATCH (E) REMOVE (E) PLYWOOD PANELS PAINT © (E) GLU -LAM BEAK - PANT O (N) STOREFRONT DOOR Nk (E) FA T MATCH (�AET� SOFFIT TED ENCLOSED ® wALL PACK -SEE ELECTRICAL O (N) METAL PANEL WALL o/ (E) CONC. WALL ® (N) CANOPY o/ (E) CANOPY y (E) P ASCI N E O (N) F 0 (E) PLAZA CANOPY - PAN SIGMA COAT ® (N) SI COAT PLASTER FINISH SH o/ � (N) PAINTED METAL BOLLARDS � (N) BLACK VINYL CHAIN -L FENCE y (N)NC. SigMCOAT PLASTER o PI MIT O (N) METAL PANEL FASCIA o/ (E) (N) CONCRETE MASONRY WALL * NNNDOWS AND STOREFRONT DOORS TO BE CLEAR I�EGN, M MASONRY WALL - (� IT STRUCTURE. ATTACH TO (E) FASCIA AS REG. ® (N) EIFS MECHANICAL SCRM w/ ANODIZED ALUMINUM WITH SOLAR TINT GLAZING - BASE, REPAIR _METAL CAP FLASHING ( MATCH DOSTING COLOR ' r eu TAJP ROOF f ,n / 1 C� ($E�•IIND cw t w*m OF wows 1,c ME�C•HANIGAL 1� 15 t 15 , TO MATCH EY-6. 13 SGI t 1 ... �. Jk 1111111 111 111 1110 11 1 17 �i.w�rr i� ..�..r �� �+ .rte .�� .��.. Y�� .w�� ..��� �� •�.� �� �..w`� �� .•��r� �.�� r..r�wr� w.+....� ���'• ��� ��� o _.-- SCOPE OF WOW z oo- I''. �J. Li u - , . +' Cpl . • � •. .O - C=7 1 - Fir (U tW (N? 1 Q WOW -- _------- --____ --___ - •____ - - -- --. -_ ____- -_--__ ' -_ MAIN I _ _ �' EIFEEZEAA CANOPY �� N) NUI.LION A +4'-O" - L B AY %I % IN SECTION � � ` �. � MATCH (E) COR LO EY0'ND • t ' GIG " � ' i �' � � � ► PAINT INSIDE OF (14 &LASS FLAT BL.A � - _ -- __,- - -- / FOR SPANDREL PANEL U l 1 1 1 , MAINTENANCE BULDING — NORTH ELEVATION (AT PLAZA Coy C oil E '1 0 1 vr= t -w (BEHIND (W (W MEC40MCOAL .' SCAM cri 7 4 . 11 : �..� _ Q T_ < St�OPE OF Wpm � i ITV 1'� ( EC. IANICAL OF WOM OL MAINTENAWX BAY . E � SGREEhI ' J p L rrte�• SLAB ,rp 8 / /0 4 ' _ 1 f ri I A-M) SCOPE OF WOW � tu 5011" �" T R O co p DOORS 4 SCOPE OF IIMOwC MAINTENANCE B M . DING — EAST ELEVA .vim- t -ar 115 j �� z �1� g < .1 ,16 ,� _ Scar � wm% �. 800M OF MSC - ft lw�. UWT R�ARR ' T ROOF TO MATCH Ex6. .� of wlowc $ rryp) RAM' i f N c v4oPY : SCOPE OF NI�OwC t'Kl r�..uev ROOM (0) N��+�oPY I . . . . . I a _ I N" il - I �_ - - MEMO- 0 R : C4 . C3 wjj .0 ` I + lam. � r t ! • AIRY SLAB WYov 0 m :r BLIJW DEMATTE! ASSOCIATE'S ARCHITECTS AIA MW SAYSHCOM I-I` *3W -- CA -- 9401D TEL (66SO) 692 -9911 FAX (6") 692--0151 E 7765 REGISTERED ARCH �'ECT DEYAITEI TE OF WASHMTON & DRS MlODIFICATM SW /05 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM MATH THE CONSTRUCTION DOCUMENTS BEFORE COMMENC"G ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL WMEDIATE -Y BE REPORTED TO THE ARCHITECT cry U o an D Q a: > oil. 0 < > � J � Q Z Z 5 0 Z. E — 1 w a: W W J a < 'U W C� �.. < < Cc Z < Z 0 Q 3 E ! cc n < .= i t, � ui �� DWI DATE .,oe No. 1122/04 20467A7 A3.1 SiEET • aF i/ - - -� _�— — — — — — —___� �. _-- __ - - — — _ _ -- _. — — _ .— -- —. _ . — _ Ail TRAEM - - Ai1 /ISM4 LT = Of h6AMLT .-••� OF V A" Sly,. -F ACE E C� %'� RA�� TO � r' � \ ' ' ; mi l f �. l J'`� 1!I M� :� Qi1�/�E, �."� f ^ • � _\ _ 11 4 ,17 CA" � .� �._._ .�._...._____. ____ .______. : Sam" IIG - SOUTH 8--EVA 4 - ti o a w - 132 vo. 1-w • E 1 ` 1 %_C) �-�- r t 1 i• 1.. ,`,h i f r i� 7 FLASH NOTES sooPE of woRK r REMOVE (E) PLY100000 PANELS. INSTALL Q ExNSTNG PLASTER /CONCRETE WALLS - ® (N) PREFAMOC ATED METAL EYEBROW n (N) O/ (E) METAL CAP FLASHNG N) METAL ROLL -UP DOOR - ® (N) BlJ►CK CH/1MN Ili( DOOR �r/ (N) CONC. RAMP W/ PAINTED (N) GLASS 1N�DOWS W (E) FRAMES. PAINT COLOR /TINT TO MATCH (E) ANOPY w/ FLUSH FACE CANOPY �t - PAN ND T P AINT WOW SLATS METAL P AINT REMOVE (E) GLASS. REPLACE wJ STEEL COLUMNS ® (E) YM ATOR CAP (BEY+OID) (N) METAL MAN DOOR - PAINT (N) PAINTED METAL ABOVE QWUNO (E) GROOVED POURED CONCRETE �Z 'TEMPERED GLASS. COLOR / TINT TO (N) METAL SPANDREL PANELS - (N) SPLIT -FACE CONIC. MASONRY WALL - AJEL TANK WALL - PAINT MATCH (E) REMOVE (E) PLYWOOD PANELS ANT IQ STOREFRONT (N) STRONT DOOR lc � (N) PLASTER FASCIA TO MATCH � (N) PREFABRICATED ENCI.06E0 WALL PACK - SEE ELECTRICAI. a (E) GLU - LAM BEAMS - PANT M�DOWSo (E) PLASTER FASCIA METAL SOFFIT (N) METAL PANEL WALL o/ (E) CONC. WALL (N) CANOPY o/ (E) CANOPY T (E) PLAZA CANOPY - PAINT ® (N) SKIM COAT PLASTER FINISH o/ ® (N) PAN IN TED METAL BOLLARDS ® (N) BLACK N NYL CHAIN -LINK FENCE ( N) N) SKIMCOAT PLASTER o/ (E) NOT USED STRUCTURE. METAL PANEL FASCIA o/ (E) (N) CONCRETE MASONRY WALL * M�D AND OWS A STOREFRONT DOORS TO BE CLEAR CONIC. MASONRY WALL PAINT NOT STRUCTURE. ATTACH TO (E) FASCIA AS REO. � (N ENFS MECHANICAL SCREEN wJ ANIOOIZED ALUMINUM MATH SOLAR TNT GLAZING METAL CAP FLASHING (MATCH CASTING COLOR) SOM OF WVW .� SCOPE OF WORK = - - - - -. p f (N) MEGHANlGAL. �, f� FLUID ROOM 50teEN - , M/ PLAZA EXTENSION T IL 1� ADMIN15TRATION BUILDING 'f P- MAI BUILDING « A2.I) �' 1 (PJ THEATER 00NGES5ION5 co i I M) BUILDING ALLEY) SEE METAL --__,_ V 1 (W FLA (83 BOLDING PA .S TO (W CAN pf ('TYP) I ® i I I ` I I (W MET ��oPE OF Wo ..�."� '�' • , J v i � � I 8 i CANOPY m I J' I SEf 11 HIM. 11 1 JrWNT. II II II ll I 8 DAY SLAB #/ /, i •, ! '�� � � II II II II � . � 0 BEYOND I UJ BLACK FIN, i - _ TOPLAZA CHAIN-LINK Q __ __.------------_. .— _— .-- __.------------ ..._ - - --. _.. _. —__ .._- -_ ---------- - --- -- — — BEYOND ; MI/ &ATE (BEYOND) 61ADE FIN. 6RAVE (T p (Q S ( ���� 8� -0' Hi61� SPLIT -PAGE MASH ENCAX)RARE MAINTENANCE BUILDING - WEST ELEVATION v8m t -or O 8 I6 32 (W GONG. WALL r, X4 ,yC:E C�C�u�- L-v M RE6LET, FLA5HIN6 t �` c CANT STRIP - REF LACE NN/ (N) RreA. T•, FLASHING E ; CANT STR T O MATCH (E) MOTE. STRIP SHALL (R) 2xb COMPLETELY WVER M BOLT -UP CONS ) ROOFING AND FMFL.ACE KI TAW ?2X8 TRIM r • : - i .� i iR - = BUILT AP ROOF M Portepows (N) L� At GONG. SLOPE TO MATCH SM STRUCTURAL � UNTO f?DOF AWAIORS, EX&. 0 /4' PM W WFIN6, FASCIA, (1) L5L RIM, SEE STRUCTURAL FOOT, MW CANT STRIP t SEE 5114XTURAL 4 EN XK11N& (N) C ORnNUOU 20 —�-�-- ---- &AWE 65M &U TTER _ EDbE OF ROOF , , ROOF .�'fATI•KNb - FOR (W PLATE - �� � (1�U 2X FA.�GIA TRIM - PAINT SEE STRUGTUZN_ 6 . AS MAP w/ 2 ` � SM STRUG ?WiAL (w TE t I '1 7, - - k-L Q' OS.. Tel - \ LAYERS TYKE \ \ (w I -HaR GEILINS THROMHOUT or CTYPBD. \ EX6. AM HEM CEiLIN& 51MZTURE, \ 2 00, 00 -- - - - - -- — — — — - - — — — — \\ \\ / I Poo \ \ 4 \ � \ \ \ \ (E) CMU WALL lo, 00 \ . \ &1 BEAM AND FOOT EP BEYOND \ \ .. IfO1�Ml DA6Ft?D) GONG_ %As 0 cm MALL � ALA+ - -- - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - - - -! a) coo W.,. Fooms PI t� I H PLA VOW w/ 2 LAYOM TYPE `X' 6YPBD. SEE S TRUCTURAL 0 tw CAW.'. SLAB I (sE smaTURAIL) O/ 6 ML.. VAPOR 0/6 COMPACT® 1E BAEE ' it i SCOPE M WOW i 4" x 4" 20 611 66Mt I Di01�P�01Jf I ft SPLASH BLOCK AT sm CJ.VL • I f K► GONC. FOOTOO. I SM STRIIIGTURAI. *VaJw �.�... ...��.+�.'�. �...'��..�� .��• -- �'-�... — __ — - - - . '_ . _. .._ __- _ — -_ __ .- y-+. V, .. __ ._...... 3.�ems. __ .___ -- _ -_ . ...r -. — — — .. _ .—__...v ~ » *0 W BL *4< DEMATTEI ASS TES AR CTS AIA laws m AYSHORE HWY ♦300 CA — 950M TEAL (6a0) 692 --9" FAX (650) 692 -0161 ■ 7765 REGISTERED ARCHITECT DEMATTEI TATE OF WASHINGTON I DRB MOUIRCATM 5A0105 NO. REMSION DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATEL BE REPORTED TO THE ARCHITECT 01 Y O F ± FEhr���1TC Z low w an n a a: a Z Z O ui a: Im > a W W t W Z < a: zi< Z < 3: wcc l — cc Lu Z g i X goo X W DATE JOB he 20WX A3 _ . � J^..- �,�r�:• !ww'... ►•�• -� ..�..— — /w..r�� w...r.�.a�.a..". _ ,. ... i.._. -7. -- — ._'�-s..�s .aw, ril�.a �. w.- ...,,,...,. .�.�... —_ a�'..�. -.�'R: .- �VSn� - . -�.►T A-._1�.+.. �'�'.�• -- �r�- � - ++.�.. -�_ ._ � Y Is LO F Typ C -4 EQ. AWS 60 A AW4 r mom, vmm� 4000 4000 i some r rtarw r r A !000000 000 " oo ' u it � 1. �-SCIWE OF WOW A� o � 1 rr" iD MATCH 2001 dNN1 m �� mons moom moss ommo all omms somm amour 0005 GOOD 0000 IM00 r Commommons sion all 4000 a• some goop G00000000p gogg ay SEEM GOOD amommIsm amom •� 4000 4000 r amp d000 T A A j � � _:tea: . � , - � , 1 '71-20 4 -!go TYP T ? I A Eam Ea. �\-800PE OF WORK j ' � � 1 ! a T LIGHT FIXTURE FIXTURE T SOOPE OF. I I 1 `� 1 1` � � 1 1 C , �D c It NO 1. AREAS OF S-1 OCCUPANCY [MAINTENANCE (135). WOMEN (128), MEN (129). DISTRIBUTION DEPT (130). ASST M&D MANAGER (132), DISTRICT MANAGER (133). DISTRICT COORD (134). STORAGE (150), (E) FLUIDS (151). TIRE STORAGE (139). WARRANTY STORAGE (138). PARTS STORAGE (137) AND PARTS MGR (136)) SHALL HAVE VENTILATION THAT COMPLIES WITH WASHINGTON STATE VENTILATION & INDOOR AIR QUALITY CODE. SEE DESIGN/BUILD MECHANICAL PLANS_ 2. EMERGENCY UGHTING WILL BE PROVIDED AS REQUIRED BY I-B.C. SECTION 1006.3. SEE DESIGN/BUILD ELECTRICAL UGHTING PLANS FOR EMERGENCY UGHTING INFORMATION AND LOCATIONS. 3. LIGHTING CONTROLS SHALL COMPLY WITH W.S.E.C. SECTION 1513. 4. DOORS 105. 104. 113, 114, 103, 115. 139. 140 AND 102 SHALL BE INSULATED TO THE MINIMUM REQUIREMENTS OF AN S-1 OCCUPANCY FOR A SEM!-HEATED SPACE, PER WASHINGTON STATE ENERGY CODE SECTION 1310-2. Lq -� \ �;;, 0000 V-1 I . -___ .._.__.� -._ ..�- �_�____ ��r�. � i ce.. _ . - '� -- --- - -- -- --' - -- - - �` - - `- _ _ n3F z:L 'a L16HT F1 LIGHT FIXTURE OF WORK. _ � Q i � E j ! qrrt, 10 e o i- L 152 SCOPE OF WOW 000K � � L16W f9XTUFIE jL 0001R. L16W FIXTURE F A i I 1. REFLECTED CEILING PLAN IS FOR THE LAYOUT OF THE NEW SUSPENDED AND GYPSUM BOARD CELROM LIGHT FIXTURE LOCATIONS AND TYPES AND SWATCH LOCATION ONLY- SEE ELECTRICAL FOR FIXTURE SPECIFICATIONS, C11RCUITRY AND LIGHT SVATCHIING,, U.O.N. ON THIS PLAN. 2- FM PROTECTION1 LAYOUT IS BY GE]NERAL CONTRACTOR. SPR*fQ-ER HEADS SHALL NOT OVERLAP THE CELJNG GR11D AND SHALL BE LOCATED CENTER OF THE TILL BOTH WAYS- 3. CONTRACTOR TO VERIFY ALL DIMENSIONS *4 FIELD. CONTRACTOR SHALL NOTFY THE ARCHITECT OF ANY FIELD C0007XM PRECLUDING THE SPECFIED PLACEMENT OF FIXTURES, PRIOR TO PROCEEDING VATH THE WM- 4. CONTRACTOR SHALL TEST ALL FIXTURES TO INSURE PROPER WORKING OF WL 5. A LIGHT S"TCHES AND THERWOSTATS SHALL BE MOUNTED AT 4W A.F-F. L*4.ESS OTHERWISE NOTED. COVER PLATES SHALL BE 11HITE AND SWITCH DEVICE SHALL BE VIH17E. 6. GANI= SWTCHES SHALL RECEIVE ONE COVER PLATE_ 7. VENWOL 4XIIIIIIIIIARCM SMALL 11111011WIf cu AMM CBJM I= 2111IN11FI1131 � = P 10 il=111111110 FIMMM IM IL ALL 001111MURM SWU K IIIIIIMI U%13 M A F1&L CUM 1U UNL O 11116 n Mn COLM 91ML K 1111011111111M AT Ir-0 tl l OAS mom la CEL14G GM S-SlEIM SHALL BE 941STALLED AS PER "ONACTURER"S SPECFXATKM AM RECOMMIDWA7KAS it c� s"IIIIW IML 0011111%IIIIIIIIII Cm LIENLY 110 � W. m 12 ALL HANGERS AND GRACW FOR TIE CBJNG GNU 94A.1 BE INISTALLED BY TW CELM 13. ALL HLASSIGM AM BRACM FM 01HU 111100IS STALL K DWAUED BY 1W DWALLM 1"m "Ems ALL ITEMS ARE NEW UNLESS OTHERWISE NOTED. �O 2 X 2 RECESSED FLUOR. LIGHT FIXTURE (LITHONIA PARAMAX PM3. T-8 LAMPS, 9 CELLS) 2 X 4 RECESSED FLUOR. LIGHT FIXTURE (LITHOINIA PARAMAX PM3, T-8 LAMPS, 18 CELLS) I 2-TUBE FLUOR. STRIP LIGHT W/WIRE GUARD (NUMBER INDICATES LENGTH IN FEET) I WALL-MOUNTED FLUOR. FIXT. (NUMBER INDICATES LENGTH IN FEET) (LITHOINA UN W/ WARE GUARD) CEIUW,-HUNG FLUORESCENT FIXTURE W/WRE GUARD (WJMBER INDICATES LENGTH IN FEET (LITHON11A AFP W/ MARE GUARD) 2 UINDER-CABINET FLUORESCENT (NUMBER INDICATES LENGTH IN FEEI (LITH01dA LC) RECESSED DOWN LIGHT (LI THOMA LP8F) RECESSED DOWN LIGHT - WALL WASHER (U P40MA LPOF) 40OW METAL HALMS FIXTLW (LITHONIA IMP - HIGH SAY • 16*-0 AFIF) 40OW EXTERIOR METAL HALIDE WALL PACK (UTHMA TIM - M"T PER EXT. ELEVAT"4S) 11 s� r_ 11 HVAC SUPPLY GRILLE - SEE MECHANICAL ED HVAC RETURN GRILLE - SEE MECHANICAL 0 HVAC EXHAUST GRILLE - SEE MECHANICAL <5 EXHAUST FAN - SEE MECHANICAL (1) WALL-MOUNTED THERMOSTAT - SEE MECHANICAL 0 SPR*d(ER HEAD - SEE DESIGN -BUILD SPRINKLER DWGS $ WALL-MOUNTED LIGHT S1AATC1H Lot EXIT SIGN. ARROW SHOWS DIRECTION - SEE ELEC_ DWGS SMOKE DETECTOR - SEE ELEC. DWG& SECURITY CAMERA (ARROW SHOWS DIRECT" OF CAMERA. DASH ED L04E. SHOWS CXtaAT ROU OF CAMERAS 0 1. ALL I TEMS ARE NEW U. 0. N. 2- SEE IMECHANIICAL DRAW06CS FOR HVAC. ELECTRICAL DRAWINGS FOR LIGHTS & LSS MWORMA110INI AND DIE9GH-BUILD POQJER DRAWSM FOR SPIMKLER 0F0ftMTI0N_ 14. ALL HANGERS SHALL BE WRAPPED IN A MINIMUM OF 3 FULL VIRAPS. 15. MAIN RUNNERS SHALL NOT BE LET INTO. NOR COME IN CONTACT 107H. ABUTTING WALLS. RUNNER CHANNELS SHALL BE LOCATED WITHIN 16' OF WALLS. I& LE MM OF T-OM 10 EM LOM AS GVP" OOM C8� =1111= !MALL K By Uaff L#gmL 3 �3x. �_k IL COM001 WILL COUFAMMIE VI= IM AM IRAIIIIES W4M%M TO IIIIIIKIII E F0t FOrRN= MOM CELSM M w MANUM Im WftIIFIII!D FMl1 CHUND NOWT ADM IM FM RAM SAS AS 110ft CM IM CLAWT ALL CONFLM VM IM =1 RN 011111111=111110111L I& CONVACIM OWL VEMY EON - 1C FIELD 110 M1 M 5 AND LWAIM CF AL PuAd► c iWWIx WICK AM AM AM AM O� 1000 1 =10kc 2"L effmL A" WE Pummm TAX% DUCIM CONVUft M 20 AS Wr TO 00111IRM WN LAWS AND AL Inn - I -mum LIMM NO OWE FWD= LGM� AS CM I M um = colas ruo 911001ILL N" K a umum mr IS my 2L � AS 11111=11IIIIIED 10 MW ALL OW 21. INSTALL UGHT FIXTURES UTH PROTECTIVE MYLAR OR SIMLAR COVER OVER LOUVER LENS. BAFFLE. ETC_ TO AVOID RXTURE SOLJNG OR DAMAGE OR BOTIC REMOME COVERS AT PROJECT CONCUJS"k USINIG CLEAN, 11HITE GLOVES. FfXTURES SHALL BE UAINTAIN.M CI AND AS P" LAMPS SHALL BE NEW AT PROJECT 22- PftaADE DRAT T STOP ASO* CE LM AS REQUIRED BY CITY OF TURVIILA FW 01171ARTMENT. 23, PRIOR TO COMMENCEMENT OF INS74"TM SUBMIT DESN;F - I FIRE rR SHOP 3RAIIIINICS TO AR06TECT AM OBTAPI APPMNAL FROM THE CM OF TU(11LA FMK MARSHAL CONTRAC7M TO OSTAINI SEPARATE PENATS REQA*D FOR SPOWSQ" SISIM PFM)YW A FM SPOWGQER SvS`R]M UMCH IS COMPLEWE 0 ALL RECARM SICXLXWSQ BUT NOT NECESSARILY LA117M 7M FV94C.. VALIIES. SPFi ER SVSIM AND SFOWGQEP MEADS. USE ARCHIIEV'rS PIEFUECWD CERANG PLAN FOR LAVWTt QM"IM CE N1ER HEADS *4 UJM 01EILOCA11E MY SPI08MM U MAT RIMOWS WIN PAR111M OR LAQW9M LAVWT 24 SEE A& I FOR MgMft AM CONSINXTAM N01M 1 - _ _.. - - I - --.Nw - _-, - __ � - - ---. - - - - 1• 40 to 40 BLLRA< DEMA I M ASSOCIATES AR CTS AIA UW SAYSHIC)RE WWY 0300 RLAtLJQrm�� - CA - 94010 7 E (650) 692--9" FAX (630) 692-OWn ■ 7765 r .7, 7 ONY Jfij3ESw'DEMATtf_" ATE 0FV1Ae_",1i:\�s "J, Q lvm MOMFICATIM W/05 NO. I REVISION DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT cl rr op _.D PEJiFMIT CE d err Ob a. aw D 0 0 z > ! ) < R :3 0 ( > w -- J � � z 9z W Jw M Q cc w LLJ �j V u. z lw < a: Z < Z J <t 3 w � z z iuu 0 DATE JOB 414 12AZU04 4?DWB? A6s1A SMXT 9 OF 3► Is � r r_7 MATCH UM C A16.1 B A6.9 i i I � t j � i 1 • f t OF WORK 114ATCH Lam; C A16.1 SEE A18.1 FOR ADMNOTRAT10N l rrr mml w w ww �Irww�w rii, _ wnwww r+r w I,wn��lwr� w _ rwlw�� _ r ' 8 A6.9 R Mtn' EPLACE MJ LA s; BALLASTS IN Z L16HT Ilk L i i ! �!► ,i Jam:_ 1 ' 1 i � I Jr I 1 i , r - -- - �_I 000 14,0001111 1/00000000 � t 1 1 I: i j i I I i i 1 . j { { I \ / I 1 ' f , 7 ' ° SCOPE OF WORK 1 Ea EQ. Aerc on , TYp 1 TYP T , 1 ' MATCH ; S AWB , - can .,�........_ A AWA 14. ALL HANGERS SHALL BE WRAPPED IN A MINIMUM OF 3 FULL WRAPS. A tt:mt i;jED C8 PLAN NOTES l 15_ MAIN SHALL NOT BE LET INTO NOR COME IN CONTACT NTH A8U7TiNG HVAC SUPPLY GRILLE - SEE MECHANICAL 3. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD. CONTRACTOR SHALL NOTIFY r� ClxlmNI V�f ASE Em F1 ML M1 As 1W QI w'E (UTHONIA PARAMAX PM3, T -8 LAMPS, 18 CELLS) a Fsxt 'IC WALL- MOUNTED THERMOSTAT -SEE MECHANICAL OF AR0*TECT OF ANY FIELD CONDITIONS PRECLUDIPIC THE SPEC PLACEMENT I�A�'iiw CLAY ALL R WN wE �fmr I� �."�1. (2 OF l;�ES, PRIM TO PRO�c WITH THE WOW- 8 1W 9VAL 1UWY 6�10 FW CM111111015 IMO LWAIM OF WWII C n I c - -UBE FLUOR. STRIP UGH T W/VARE GUARD 4. {' TRACTUR SHALL TEST ALL F[XRES TO 94SURE PR+OFR I 010FDONC ORDER_ !L um 1�IA1�",. MCM NO ANY NO ALL OEM E)RM (WJMBER II'iQICATES LENGTH IN FEET) W SPRINKE_..R HEAD - SEE DESIGN -BUILD SPRINKLER DWaS 96ML INSTALL ALL NW lEMIEW $ 5� 0jLC. LET SWI TCHES AND 'D*�STATS SRALL BE WUNTED AT 4er A.F.F. FAIN= OUCH CONUF1!► M 9 0 AS ON 1 0 COWL I M LOM no ALL W ALL-MOUNTED FLU OR. FW xT_ UIt,ESS a TF#RWMSE 14101M. COWER PLATES SHALT BE ATE AND SWITCH DEVICE Comm C8/IQ � I IOF � ua AS 311=11111 ON �r (NUMBER !r�CATES LENGTH �M FEET} ; WALL- LIGHT SWITCH SHALL BE WINTE 6. GAHM SWITCHES SHAU RECEIVE ONE 00*0ER PLATS 4 (LITHONIA UN W/ 'ORE GUARD) � EXIT SIGN. AWOW SHOWS DIKECTION - 2L prAxw ! AIR 1111MIM1 10 1111INU ALL O MU4G -KP4G FLUORESCENT FlXrJ E w/WPE GUARD SEE ELEC_ DWGS - 7. andaft 0110flic m 211AL vsurY I ADM COM F0t (NLWI R RIGA TES EAiGTH IN �T• �!� !0� Fwolt To �Na AC11� r . Ih$TA,tLi. LI�f' FIXTt�RES WITk �JTEC�tvE MI`.'LAR OR SO" c0+1F..rZ OVER LOU)" Lam. BAFFLE. M M AVM r`X",�RE Soak OR DAMAGE OR BOTH. 2 (t;THt*+A AfP w/ WE GUARD) SSMOKE DETECTOR - SEE c;EC_ DwrS. t ALL OOH A: SILL E �� 9! WVS ON A FINAL Cdao TE PSOOrE COVERS AT PROJECT COMCLUSKI N. USR+G CLERK IIHN� 5_ GLO% FIXTURES � SmAL:_ 8E 1IAN#NTA/E.D CLEW AM AS NE'!IL LAMPS SHALL IF NEW AT PROTECT � -_� LIMIER CABINET F LUORESCMT C�oM+oL_ G IBER INDICA TES LENGTH IN FEET SEaxe TY CANCER A 'ARROW SHOWS DrZEC �. � CSC SIK1 K M AT S-r i� 22- PROVVE 3FW T SIM A80%f C�1NG AS IEOUI WD 9Y OTY CF tU U A FIRE (LI T}f01�MA LC) JL OF C�ERII DwSiED � SHOWS � . 4'OtIT!!C OF CAMERAS) DEPART ENT. - }- RECESSED DOM "T �..� !Q %MK/r6 Gm SYS7E>r 91AtL SE INST AUM AS PER MlAftWACTUREWS 21 POKV t0 CONSIDICOAMT OF +iNSTALLATItk SL BOT -W (UTH MA LPW) SPECIFrCAYMNS AM S. 940P MA0IC S TO ARO TECT A OWAlN APPfIOti HE AL nMU T CITY RECES'SE0 DOM " T . - 'WALL w/I94ER 2_ L S F wv IL c Y sMS WIC. !E s llll� OF � IB A F MAR.94AL_ CONTRACTM TC Ol AI�I SEPARATE PEAS AE�iED (LITHOIMA LPSF) ELEC TRICAL 9RA+�I NGS FOR t�TS a ater LSS �III�NEt SM� co TITAN FOR SI"MOWM SYSML PROW[ A FIRE 9�LIM S•rSMIN •�+ IS COM FUW 81 WORMIAT)ON AND DE5�1- 8111t,_a SPRMgC�ER - ALL RECN11QS. N0.u0Mi� BUT NOT Y LM WD t0. PV MQ VALYM � 4(*W METAL HAL)OE FIXTL�E I 2 AU !' W IwGM AM IRACM G FOR I E CELAG GM SKAAL K MSTALLM W TK S"SU M AM S WO111MM HEAD6, USE ARCHnECrS RIMMIED CIDIUMI G ( WHOIMA TW - MGM BAY • 16 - -0 - AFT) D"VMW;S FOR SPROKIER OFORMATION- SUSIFEWO aerMS SAINDINVIbIWIM PLAN Fat LAVW cDM HEADS M yes. AMOCAIE Xff slVrNrc.;ER �. LlIE 1!'MT r1N PAR'W11a1 (It LJ�10K' lAllW ?. � '408A EXTERN 1�TAL HALVE 'WALL PACK ` 1 1 ALL MANINGM AND O ACW& rR 0 7)*P ears 9+w.► K 4bTALLM IR FIE (UT"CR" Tom'! - WO MIT PER EXT_ ELEVA11OIs WJOLQN rtISTALLRIC VOK r'IF M 24 SEE A&T IM SAL, AM COI HONES, PAR C I ED 11111imm PILM B 1. REFLECTED CEILING PLAN IS FOR THE LAYOUT OF THE NEW SUSPEN MI DED D WALLS_ RUNNER CHANNELS SHALL BE LOCA WITHIN 16' OF WALLS. S TYPES CE BOA GYPS ALL f TEMS ARE NEW UNLESS OTHERWISE NOTED. � HVAC RETURN GRILLE - SEE MECHANICAL LOC GYP BOARD i.JtNGS. LIGHT FIXTURE LOCATIONS AM WITCH ON ONLY SEE ELECTRICAL RICAL FOR FIXTURE SPECFICATIOINS. CRCIATRY AND 'M. I.EIILAIC T — Ili. 111M 1,�i1s NO QM�� �LJ SQL �- , L)CHT S�MTCHN� U.O_N_ ON THIS PLAN. E By LOW LAis. C .T . T ✓F ' . 2. FIRE PROTECTION LAYOUT IS BY GENERAL CONTRACTOR_ SPRPOCLR HEADS 17_ PROVIDE STAINLESS STEEL ESCUTCHEONS AT ALL CEILING OPENS. W 2 X 2 RECESSED FLUOR_ LIGHT FIXTURE ® HVAC EXHAUST GRILLE - SEE MECHANICAL - SHALL. NOT a*Ut.AP THE CELM GRID AND SHALL BE LOCATED CENTER OF THE (UTHONIA PARAMAX PM3. T -8 LAMPS, 9 CELLS) TH WA IL BALL 0001WNA1E �Im Wm ALL WARM WA L%o 10 elm= _ ?R.E. BO YS EXHAUST FAN SEE MECHAN F . ! �i,11T C E ry : E =t FOIL Fo OVCis CQl1�'t, EMC. 1D WIIfTIIM 1S 2 X 4 RECESSED F�UO�?. UGH? FIXTURE 19 ~"�`"� --�• -� �.. - - . _..�- .w_ _jw •'.�+^V'r _' - ... .- _-..r. .. - �-�y.� r -•�.•. .�.�... _- t•+ «.fir -.. - _ - - __ - _ - . - _ .- __ -- ._. . _ ��c..... �. -•fir. -.._ s� ...��... - w�•e- +��.�� �- _ r • WIN ; f i L1614t FIXTURE c 1 -- j 1 - I -- lb BLLJW MA TTO A68001A ARCHITECTS AIA u3.s BAysp4c RE F~Y 1300 CA - S 4010 W TEL (Gd011 692" -'9911 ■ FAX 6.50) 692 --0161 77 REGISTERED ARCHITECT J1WES pEYAT?E TE OF WASHMTON !2 4 © M M17DIFIGATM SA0 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT d co z o an an W (D a a: Z M oo4 J � > W —� V IU z I, j W Q cc W LU J ( . ) Q t LL. V W Z < a: Z Z --� z Z cc Q W 4 < (a) 2 IL DATE ,r08 �eG A6slB ��0�4S7 -aT sfIEET '! of W MY 0 mop 9c i . j { { I \ / I 1 ' f , 7 ' ° SCOPE OF WORK 1 Ea EQ. Aerc on , TYp 1 TYP T , 1 ' MATCH ; S AWB , - can .,�........_ A AWA 14. ALL HANGERS SHALL BE WRAPPED IN A MINIMUM OF 3 FULL WRAPS. A tt:mt i;jED C8 PLAN NOTES l 15_ MAIN SHALL NOT BE LET INTO NOR COME IN CONTACT NTH A8U7TiNG HVAC SUPPLY GRILLE - SEE MECHANICAL 3. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD. CONTRACTOR SHALL NOTIFY r� ClxlmNI V�f ASE Em F1 ML M1 As 1W QI w'E (UTHONIA PARAMAX PM3, T -8 LAMPS, 18 CELLS) a Fsxt 'IC WALL- MOUNTED THERMOSTAT -SEE MECHANICAL OF AR0*TECT OF ANY FIELD CONDITIONS PRECLUDIPIC THE SPEC PLACEMENT I�A�'iiw CLAY ALL R WN wE �fmr I� �."�1. (2 OF l;�ES, PRIM TO PRO�c WITH THE WOW- 8 1W 9VAL 1UWY 6�10 FW CM111111015 IMO LWAIM OF WWII C n I c - -UBE FLUOR. STRIP UGH T W/VARE GUARD 4. {' TRACTUR SHALL TEST ALL F[XRES TO 94SURE PR+OFR I 010FDONC ORDER_ !L um 1�IA1�",. MCM NO ANY NO ALL OEM E)RM (WJMBER II'iQICATES LENGTH IN FEET) W SPRINKE_..R HEAD - SEE DESIGN -BUILD SPRINKLER DWaS 96ML INSTALL ALL NW lEMIEW $ 5� 0jLC. LET SWI TCHES AND 'D*�STATS SRALL BE WUNTED AT 4er A.F.F. FAIN= OUCH CONUF1!► M 9 0 AS ON 1 0 COWL I M LOM no ALL W ALL-MOUNTED FLU OR. FW xT_ UIt,ESS a TF#RWMSE 14101M. COWER PLATES SHALT BE ATE AND SWITCH DEVICE Comm C8/IQ � I IOF � ua AS 311=11111 ON �r (NUMBER !r�CATES LENGTH �M FEET} ; WALL- LIGHT SWITCH SHALL BE WINTE 6. GAHM SWITCHES SHAU RECEIVE ONE 00*0ER PLATS 4 (LITHONIA UN W/ 'ORE GUARD) � EXIT SIGN. AWOW SHOWS DIKECTION - 2L prAxw ! AIR 1111MIM1 10 1111INU ALL O MU4G -KP4G FLUORESCENT FlXrJ E w/WPE GUARD SEE ELEC_ DWGS - 7. andaft 0110flic m 211AL vsurY I ADM COM F0t (NLWI R RIGA TES EAiGTH IN �T• �!� !0� Fwolt To �Na AC11� r . Ih$TA,tLi. LI�f' FIXTt�RES WITk �JTEC�tvE MI`.'LAR OR SO" c0+1F..rZ OVER LOU)" Lam. BAFFLE. M M AVM r`X",�RE Soak OR DAMAGE OR BOTH. 2 (t;THt*+A AfP w/ WE GUARD) SSMOKE DETECTOR - SEE c;EC_ DwrS. t ALL OOH A: SILL E �� 9! WVS ON A FINAL Cdao TE PSOOrE COVERS AT PROJECT COMCLUSKI N. USR+G CLERK IIHN� 5_ GLO% FIXTURES � SmAL:_ 8E 1IAN#NTA/E.D CLEW AM AS NE'!IL LAMPS SHALL IF NEW AT PROTECT � -_� LIMIER CABINET F LUORESCMT C�oM+oL_ G IBER INDICA TES LENGTH IN FEET SEaxe TY CANCER A 'ARROW SHOWS DrZEC �. � CSC SIK1 K M AT S-r i� 22- PROVVE 3FW T SIM A80%f C�1NG AS IEOUI WD 9Y OTY CF tU U A FIRE (LI T}f01�MA LC) JL OF C�ERII DwSiED � SHOWS � . 4'OtIT!!C OF CAMERAS) DEPART ENT. - }- RECESSED DOM "T �..� !Q %MK/r6 Gm SYS7E>r 91AtL SE INST AUM AS PER MlAftWACTUREWS 21 POKV t0 CONSIDICOAMT OF +iNSTALLATItk SL BOT -W (UTH MA LPW) SPECIFrCAYMNS AM S. 940P MA0IC S TO ARO TECT A OWAlN APPfIOti HE AL nMU T CITY RECES'SE0 DOM " T . - 'WALL w/I94ER 2_ L S F wv IL c Y sMS WIC. !E s llll� OF � IB A F MAR.94AL_ CONTRACTM TC Ol AI�I SEPARATE PEAS AE�iED (LITHOIMA LPSF) ELEC TRICAL 9RA+�I NGS FOR t�TS a ater LSS �III�NEt SM� co TITAN FOR SI"MOWM SYSML PROW[ A FIRE 9�LIM S•rSMIN •�+ IS COM FUW 81 WORMIAT)ON AND DE5�1- 8111t,_a SPRMgC�ER - ALL RECN11QS. N0.u0Mi� BUT NOT Y LM WD t0. PV MQ VALYM � 4(*W METAL HAL)OE FIXTL�E I 2 AU !' W IwGM AM IRACM G FOR I E CELAG GM SKAAL K MSTALLM W TK S"SU M AM S WO111MM HEAD6, USE ARCHnECrS RIMMIED CIDIUMI G ( WHOIMA TW - MGM BAY • 16 - -0 - AFT) D"VMW;S FOR SPROKIER OFORMATION- SUSIFEWO aerMS SAINDINVIbIWIM PLAN Fat LAVW cDM HEADS M yes. AMOCAIE Xff slVrNrc.;ER �. LlIE 1!'MT r1N PAR'W11a1 (It LJ�10K' lAllW ?. � '408A EXTERN 1�TAL HALVE 'WALL PACK ` 1 1 ALL MANINGM AND O ACW& rR 0 7)*P ears 9+w.► K 4bTALLM IR FIE (UT"CR" Tom'! - WO MIT PER EXT_ ELEVA11OIs WJOLQN rtISTALLRIC VOK r'IF M 24 SEE A&T IM SAL, AM COI HONES, PAR C I ED 11111imm PILM B 1. REFLECTED CEILING PLAN IS FOR THE LAYOUT OF THE NEW SUSPEN MI DED D WALLS_ RUNNER CHANNELS SHALL BE LOCA WITHIN 16' OF WALLS. S TYPES CE BOA GYPS ALL f TEMS ARE NEW UNLESS OTHERWISE NOTED. � HVAC RETURN GRILLE - SEE MECHANICAL LOC GYP BOARD i.JtNGS. LIGHT FIXTURE LOCATIONS AM WITCH ON ONLY SEE ELECTRICAL RICAL FOR FIXTURE SPECFICATIOINS. CRCIATRY AND 'M. I.EIILAIC T — Ili. 111M 1,�i1s NO QM�� �LJ SQL �- , L)CHT S�MTCHN� U.O_N_ ON THIS PLAN. E By LOW LAis. C .T . T ✓F ' . 2. FIRE PROTECTION LAYOUT IS BY GENERAL CONTRACTOR_ SPRPOCLR HEADS 17_ PROVIDE STAINLESS STEEL ESCUTCHEONS AT ALL CEILING OPENS. W 2 X 2 RECESSED FLUOR_ LIGHT FIXTURE ® HVAC EXHAUST GRILLE - SEE MECHANICAL - SHALL. NOT a*Ut.AP THE CELM GRID AND SHALL BE LOCATED CENTER OF THE (UTHONIA PARAMAX PM3. T -8 LAMPS, 9 CELLS) TH WA IL BALL 0001WNA1E �Im Wm ALL WARM WA L%o 10 elm= _ ?R.E. BO YS EXHAUST FAN SEE MECHAN F . ! �i,11T C E ry : E =t FOIL Fo OVCis CQl1�'t, EMC. 1D WIIfTIIM 1S 2 X 4 RECESSED F�UO�?. UGH? FIXTURE 19 ~"�`"� --�• -� �.. - - . _..�- .w_ _jw •'.�+^V'r _' - ... .- _-..r. .. - �-�y.� r -•�.•. .�.�... _- t•+ «.fir -.. - _ - - __ - _ - . - _ .- __ -- ._. . _ ��c..... �. -•fir. -.._ s� ...��... - w�•e- +��.�� �- _ r • WIN ; f i L1614t FIXTURE c 1 -- j 1 - I -- lb BLLJW MA TTO A68001A ARCHITECTS AIA u3.s BAysp4c RE F~Y 1300 CA - S 4010 W TEL (Gd011 692" -'9911 ■ FAX 6.50) 692 --0161 77 REGISTERED ARCHITECT J1WES pEYAT?E TE OF WASHMTON !2 4 © M M17DIFIGATM SA0 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT d co z o an an W (D a a: Z M oo4 J � > W —� V IU z I, j W Q cc W LU J ( . ) Q t LL. V W Z < a: Z Z --� z Z cc Q W 4 < (a) 2 IL DATE ,r08 �eG A6slB ��0�4S7 -aT sfIEET '! of W IL t I Alt JD IL L33wS LZLV Za ON Em RVO > rK r' (:) m z o - a Z C!> > Z m > > 0 0 I z m m C l z � r 0 C C? 133Li 43UV 3H1 of a3u1od3a 38 ATAIV103MM lwHS a3ll3AOOSla S30NASE NO3N1 KNUO AW 210 SNOISSW40 4saoaa3 "s3LLH 3NK)N3F4MM 380DO SLN3in000 NOLIOn LLSH00 3HL HUM K*d 3HVdM00 0MV SNOUKHM 013U T IV "QGA 01 W13V*MLNOO 3HL 30 Al a SNOdS38 3Hl SI 11 31ba No1Sln38 *ON soious NMYOUCCH I NOIJNIHSVM 10 31 IULVMG 53m►f 1O311HOVV 03834 S94U ■ U66' -Il (069) T3l aww6 -- V:)o OOE• ANw 3ac*4SAVG SM vlv SJLOSIJHotjv s3.i.vrOossv rm"vw3a m4n _../1r __ r._ ... —.�. ......— .rr �..r a..+� +► "�. •�'�'_ , +...a - r - � r. �- .rr..... .ii� w.r —w�. rw..+. �. �.►� t AL c TWNk (3) NJFW 'NlA *0'_J tV oc - Na 01 nia t N33 'S'O'3 Ma 01 r a L, ONUSDC3 - (3) 3MM S" 3WVd HlIIA X11 =2l� WOO AM 3W#AGWH : KL 'W l is - .O x . - S ! 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SV• .00l 'OO•n p� «N'xoc a w �ltsloA i0 ol : 0" Iran ION "MIS %a" %st-C si 640511 (o o' &• aom pw w=n Pssr M mn'%s« q 0umdm (V f INA iM INSA ay a &VIW MIMP 0 % 00 uD /oft s*M p*4n mW (v f P► Via/ P mad xw"n uo uMp z wogw r - jopm4w 01 VPWD uaqw rN (9 ' 1pt ml w►� c� :slap xqq a p osws" 44 a aft*" ANA"* WM% p vo avx1 io OC = M 1w spMNM I=" 'p w vdop r Oval= M M Psis aQ at F brk - pu sf ugpn4suM SM A PoWIM pi &4pm QMWAMl 'SIN M wo wwWu oo j% p"f*o ow MpmOdn uopMMM S&PNIM ar PA w pase'* 0 1 MAMA I&" on 0 po .sa.K. eM WM &MPM WS VMGM P.M.k MN APEM* ow oup M. sMa Mug m u p M "PW "R �,00 a�q we law" Sssyl Ism P�sN ev 4" '1") am us a &wpm a Alp" s"w out ANNU Ao s a &*p AW aWA4 1sk rw wa a mian + ^MM i0ow it a in Mrs At 49M p .door s4L IM Fwpwl Alan' E f / f / ►'_ 1 (W I 4 i i i { bars 19v3 �! - srr �x�e NorTYw (Ni aAoev 9SY - .o-,� 919 - a Ol ( HO1yw ' 1 NOrTY1d "Mrlr W 'aOW ('W (v m uo a A AA C 3cKM f i i - NOITYwI: i * I , I 1 I - - K r x 4 'S4• 7 r r... 3� r 7 affil 514.1 (W _ dJl,l� 5 31.SV lld I (3) NI voUa W ! 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LUT LCXATIONS(TYP) ---A001F 50RIEN SIM W-om � LOWI � CAM 4 (1E) 4 OF VIOW RD . . ........ jit rp 461-6 :41'1 0 Lx*ff Yells L A W �L l SCOPE OF WOW Z CANOPY 13.1 I MATCH UW A Al2.2 FOR MA WOOF 0 A22 SCOPE OF WOW N FABRV., P 4w EN.L*4K CREMATTEI ASSOCIATES ARC *-WTECTS AIA 1155 BAYSHOOM WWY *300 NKJWJLJr*Jr.00*,#wM - CA - 9401 ■ TM (6W) 692-99" FAX (630) 6926-074I ■ 7765 REGISTER-CC) ARCHITECT JAMB TTEI OFWASHNG /1/40 QI Oft 14001MATM W0105 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL MELD CONDITIONS AND COMPARE THEM WATH THE CONSTRUCTION DOCL*ANTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT z � J z a. t w um an 0 D 0 0 a: a: > z ZJ D W co C Z 4c U �C Z < ,� _ Z p < z '� Lu C] Moo WE JOB "I A W 10 OF ar 4 r, J z C FNSfi NOTES $COVE OF WOW O ® Q EXISTING PLASTER /CONCRETE WALLS - PANT REMOVE (E) GLASS. REPLACE w/ TEMPERED. COLOR / TINT TO MATCH (E) (N) METAL PANEL WALL o/ (E) CONC. WALL (N ) SKMICOAT PLASTER o/ (E) CONC. MASONRY (MALL - PAINT � `'J REMOVE (E) PLYWOOD PANELS, INSTALL (N) PREFABRICATED METAL EYEBROW NDOW5 (N) GLASS WINDOWS IN (E) FRAMES. COLOR / TINT TO MATCH (£) CANOPY w/ FLUSH FACE CANOPY STEEL COLUMNS (N) METAL SPANDREL PANELS - O N) SPLIT -FACE CONC. MASONRY WALL - REMOVE (E) PLYWOOD PALLS PAINT (E) GE.0 -LAM BEAMS -PAINT ® (N) FABRIC CANOPY o/ (E) CANOPY FR AMEWORK (N) �� (N) ME TAL PANEL FASCIA o/ (E) STRUCTURE. ATTACH TO (E) FASCIA AS REC. ® ® O ® (N) 0/ (E) METAL CAP FLASHING -PAINT ® (E) VENTILAtOR CAP (BEYOND) (NO�RONT DOOR Mt � (E) PLAZA CANOPY - PAINT (N ) METAL ROLL -UP DOOR - P AINT (N) METAL MAN DOOW - PAINT (N) PUNSTER FASCIA TO MATCH (E) PLASTER FASCIA (N) SK�1 COAX PLASTER FINISH o/ (N) CONCRETE MASONR WALL ® ® (N) SLACK CRAM! LINK DOOR r/ WOOD SLATS N) PAINTED METAL ABOVE GROUND QL TIM( (N) PREFABRICATED ENCLOSED METAL SOFFIT (N) PAINTED METAL 90LLAADS ) DIET CAP FIASWNG SCREEN r/ (N) CONC. RAMP W/ PAINTED METAL HANDRAIL (E) GROOVED POURED CONCRETE WALL - PANT � WALL PACK -SEE ELECTRICAL (N) SNACK NNYL CHAIN-LINK ff-MCE * WINDOWS AND STOREFRONT DOORS TO BE CLEAR SOLAR TINT GLAZING (MATCH E)OS CO LOR ) .` 1\16' (17, ADMINISTRATION BULDING -NORTH ELEVATION veo- . -o- �, ew1.Dlws �- AvMtnrlsTRr+ITION eulLnnr6 (�xlsT T}EAT�R aNS 0 r_" L U : o IS" AL AZA TV co (W MULLION • +q' -O" (SM SHT AIZJ) s i - MATCH (I-) COLOR. , i LU PAINT INSCE OF 6LA56 FLAT f t sTOREFR+ONT �- FOR SPAT EL PANEL MM) i I DOORS S p o \ Q , l AD BL&DNG - EAST VATK)N ,V. ir-w A.M. FLASHIN& o/ uM. FLASHING ALWA SOW METAL NDWGH PANELS VV N.M. k%fl% - ATTACH TO ?0PY AS RSQ. 0`1P) P) 5C4A TO BE FLUSH . PANELS NV NO NNN6. ALL (W AWOWCTOSE ED YV SANE COLOR ALUM. FASCIA O/ V RU 11M E (V.Ifj ALUM. FUNFE TQ M1 - GUIFt TO MATCH (1) PANELS (N) METAL PANEL FASCIA re-7 i AD1A1 BLDG CANOPY MECH• SCREEN - 17, 116 15 1 14 ` OF OF iC lt � i PAW �7 Amo - MATCN V C.OLOiR ` PAW OF 6LAW FLAT � � 1 BLACK FAt PAWL . 15 C) '10 � f ;1 14 x,13 2 F 'AT C TcR OF VXM o a w 92 vrre t-w BLUNK TTEI ASSOCIATES AR CTS AIA ISM BAYSHCME MIYY *300 CA -- 94010 ■ TEL WWI) 692 --99" FAX (630) 692 —<YM T 7M REGISTERED H JAMS DEYAYT'E i TATE OF WASHNGTON I DRS M 0019GAT10N 5110/05 NO. REVISION DATE IT IS THE RESPONSIBI OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM MATH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIvrnES- ERRORS, OMISSM OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IIAMEDIATELY BE REPORTED TO THE ARCHITECT V Z �w t w a 0 o� o�< > Z --� p to Q ,_, z o Z.j M — W m �" cr. Z o: O w <V < W a: .'Z < o 3 Q W Z H- W x w 1301 �D DATE JOB %C_ 2OD7 A13ol T 0 of w M 'i � i.o.�w. - r �*.: i.l�- +�t. n/r!�/►+ ��.- .!� +r -.. N Hw+. ..- �i,. w -.... v' w t« _ - .r+ -.� .. _ +...� .w-- .. .T , .- .w,.,.� �-+w� .. ^. .... -. ..- �►+.+ �. �.�� ...�.e• �. w. .'..• - "�wawr.- - s. -r-+w �.� _..�. _.'Saw. — '�..� -.. _ — — _..,�V'+�`•- +. ►�_�.1�. -- 1r+.�..���1. --w— --- ..V� -+�^ .�.�.. .... - may �.r�.w� -- - 'fie[ - SI�•�rw�.�+w.�� aarfFs...f a---wm .- '_-�- V 4b I 4 • 40 3W-or Is FT+SSH NOTES wopE of wow EXISTING PLASTER /CONCRETE WALLS - REMOVE (E) PLYWOOD PANELS. INSTALL �e1 (N) PREFABRICATED METAL EYEBROW Q (N) 0/ (E) METAL CAP FLASHING � (N) METAL ROLL--UP DOOR - PAINT ® (N) GLASS WINDOWS IN (E) FRAMES. 00 CANOPY w FLUSH FACE CANOPY do - PAINT PAINT COLOR / TINT TO MATCH (E) STEEL COLUMNS REMOVE (E} GLASS. REPLACE w/ (N) METAL SP REMOVE E PLYWOOD SPANDREL PANELS -- - Q (E) VENTILATOR CAP (BEYOND) � (N) METAL MAN DOOR -PAINT AN TEMPERED GLASS. COLOR / TINT TO (N) SPLIT -FACE CONC. MASONRY WALL MATCH (E) () PANELS PAINT (N) STOREFRONT DOOR do � WINDOWS* � (N) PLASTER FASCIA TO MATCH 3 (N) METAL. PANEL WALL o/ (E) CONC. WALL (E ) all-LAM BEAMS -PAINT (N) FABRIC CANOPY o/ (E) CANOPY O FRAMEWORK (E) PLASTER FASCIA T (N) ROOFING Q (E) PLAZA CANOPY - PAINT ® (N) SKIM COAT PLASTER FINISH o/ 4 (N) SKIMCOAT PLASTER o/ (E) N METAL PANEL FASCIA o/ (E) (N) CONCRETE MASONRY WALL CONC -- . MASONRY WALL PAINT ( ) STRUCTURE. ATTACH TO (E) FASCIA AS REQ. som of wow - I.r rr r r • - ® (N) BLACK CHAIN UNK DOOR w/ ® (N) CONC. RAMP W/ PAINTED WOOD SLATS METAL HANDRAIL (N) PAINTED METAL ABOVE GROUND ® (E) GROOVED POURED CONCRETE FUEL TANK WALL -- PAINT ® (N) PREFABRICATED ENCLOSED a WALL PACK -- SEE ELECTRICAL METAL SOFFIT (N) PAINTED METAL BOLLARDS (N) BLACK VINYL CHAIN-LINK FENCE * WINDOWS AND STOREFRONT DOORS TO BE CLEAR (N) EIFS MECHANICAL SCREEN w/ ANODIZED ALUMINUM WITH SOLAR TINT GLAZING ME TAL CAP FLASHING (MATCH EXISTING COLOR) 0 t N } N MECHANICAL S T ,/ SCREEN i C4 CV I CO i (N) ELECT VAULT + ADMINISTRATION BUILDING � 0 PLAZA ! d � � � MAINTENANCE BUILDING � 1 ENCA -05LIM i (E) THEATER M 50MIN6 ALLEY T (E°lEYow) . —.rr.. ....r...� .ter � �.. -.r... ---- --- i � U DOM "ISPOUT ; ........ ;._ SEE ROOF PLAN 5� 2/A132 ® 1 Mot 1 _..- ..�:.- .::. ....�;.. :... -.. .:.:..''..•.•;. .'... � Iii � ow f tJ fj h I I 11 fill (2 AQ •r • ... .. ♦ ` ♦ ' - 1 I W - - • rlr— !r• i L16HT SAND EIFS t OPEN TO N C 4AIN -LINK I FIN. SRAM i TEXTURE (TYP) PLAZA I EENGE NV GATE ._. _ _ – _ _ _.. _ _ _ _ ... _._ . _ OF wa�c 1 ,n � _____ �.. ____ � �...� � .� � �.. .� i MEDIUM SAM EIFS - ' � , ��, �. "`' ,.. , � ; �_ ._�`, !� �_' � m ,N ,, ;G �,R ,,T, 9��C�PE OF wow J O 8 Ib 32 ADMINISTRATION BULDING - WEST ELEVATION ME ,w- t -w 20 6A 65M CAP FIA5WIN5 - 4PE TO DRAIN N) 20 6A 65M BASE FLA5H1N& E--- � �, t CANT STRIP (NOTE Y�RAP AQ CRICKET 20 6A 65M e 1 11116 BASE FLASHING OVER PARAPET - CANT STRAP TO CON COVER CZWf BTE AWhK* S) ElF5 !" ?'WX I o/ "" E TERION FIRRATED 6YP5 ATi P4& of W STEEL P*49M OG sm s jTmi iT.IRAL SM A152 FM f'S F 45k L OCA �1�S AL (AI)1. nee Yr/ Cow. ANCHORS, SEf STRUCTURAL W .�UJPPER: 2" ASV. ROOF SCA PPM ,a §rAim AREA (NJ SUILTr•M ROOF, N.OPE TO SCUPPER BASE FLASI~HN6 t CANT STRIP (NOTE - YVAP BASE FLASHING OVER PARAPET) N 5GUP'pm SEE ROOF PLAN SHEET AI22 SLOPE 0/4" PER FOOT, MINJ (4) ROOT STRUCTURE, N MALL STRUGTME, 5Ef 5114GTURAL SEE STRUCTIRAL AL16N FF (E) LONG. WALL MOVE e.EGTRjcAL VAU T T+��AT���rurE • 5/8' TYPE X GYP BD o/ 3 "m x 25 6A MET STIJi?'' • I • 24' OL. (�} STRUCTI�ZE OVER ceLING a- ;TRIO%- VAu.T VA§tfM 5TAIR MEYOW) 4'-O' A.F.F. 0 C•adG. RAND' ML'11/E FR CM CAL VAULT - . p CC M. RAW IN FOWLER _ TNEATER CONG 36iON AFWA PATCH R8'AIlZ i 043 I �? B.EGTRIG/1L VAST i! 0 CI NG. Yom_ + I • 13 ;TRICAL VAUL a i COOR TO �► EXCTRICAI V.A LT I YOB) w ELEGTRIf',�IL VAST 1FF. A4CAW STAR MEYOW) 1 F L L L ..� i (NV 20 6A 65M GAP FLASHING - SLOPE TO DRAIN EAU ALCOA 5ANC" H NET. PANELS o/ S TEEL FRAHNl6 - SEE 51144T. (N) STL. SLIPPOR FOR NET. FRAMN S t FASCIA - sm STRUC L N cEi1.INi6 4'-O' A.F.F. (NJ EIFS. PLASTER WYOND N SPRAYW PLASTER Fes! a M) coNG. rw.L - SM ^02 FOR FR45M EIFS HORIZONTAL JOINT (TYP) (w coMC. MLL • 151 ;TRKAL V/IILT F. N STL. SLi PrORT FOR NET. FRAM0 6 AND FASCIA - i i 5Ef STRUCT, o HIETAL PANELS o/ NET. - -� FRAN4Nib - 51EE STRUCT. = V �U E.I.F.S. PILASTER BEYOND, CONC. YELL. -- 0 uwu rw.L SPRAYM ElP5 PLASTER FnftH of (w cowl. YAL.L - SM At3.2 FOR F*ftH -. N RE-DAR DOV43.5 TO D .. . ,:- (9) 4* CONC. SLAB W - - - - - 6014 ,AW~ mw o/ (NJ - V AAOR e R o/ cw FLL s - %b, - D / w FOIORim p - C"4T <w S QXBF K 5m CAV1L ML r �� � -�_... � w., -�_ — � „�wr�wr' ^.11�A "'^•"s._'V�I�' ..'� _ •�rrr.�'.�I . •. - .Iw'�' mow' _� ",....r• -- -..� -- . ••' -- ••" -�•- -• ...�- w• +- •.! -' .w�.� -...- � - -.. .r. -� ... -w •� ... -s - - .vim -tea. ..�- .'�.• -. - �. _ -_... +.w. _,..., -- ....... _. -.�. ...-_ _ ...,- .. '�+., r..• �e••.�.. ....•..�. .r.� —rte A n Q LF STORA(�, ADM/i BLDQ -- .�— .r _.. _.� --�. r•. 'fin. -.. r► ..- �1•�. �+�. w. ..r.� � -,.•.� ,. 1 �•r �.... ..:i.- .mow - _. . +_— . — !_�►•. �.Jr_ —s' �•�r••�.��' "' ��r. ter.. .�,.^.� - ..-+.1•�!_ �.�•..�...�'�._s a�.+.v ..�,. .a.l�� - . • 11!' • T-Q BLS MM L7CMA I I w ASSOCIATES ARCHITECTS AIA U" BAYSHCME 1- WY 0300 TEL (6m) 692 -9911 FAX (6W) 692 -C"M 7M REGISTERED ARCHITECT JAM DWTm ATE OF WA,SHWGTON /2 OS DR8 M1001196ATM 5110/05 NO. REVISION DATE IT IS THE RESPONSIBiUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE C ONSTRUC TION DOCUMENT,. BEF ORS COMM ON OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDI ATELY BE REPORTED TO THE ARCHITECT a 0 z a: o z — w a J C!) Q J Z 50 z.j W m F Z cc 0 w J <� Q W z t o filimmillf, a Z a O — W Z I— W L] g Q w DATE .108 !SIC. UAMM 20WW A13 1 w Is "z --go"76III - yl p : 7- is r i �' Mumma" W, - or NIF MM L16W FIX PILASTER - SEE SCM OF WM 113 A19.1 FOR HE1604T (TI 17. I a1 r t � ! i � � I ice.. ___ - _...__._._.___.�._. .__. __._. ! I -- - - - - -. ' _ ._ - _w.. � �_ , � F7 off f MATCH IDE C A r s % ol A"T r MATCH UWn t �.�E C Aal L r yo :: c 7 Z.. 8 -A&lB SEE A&B FOR MANTENANCE BLALDING BREAK-K)OM low'. REF CEI PLAN NOT - ±. -EGEND TED f -& ALL ITEMS ARE NEW UNLESS OTHERWISE NOTED. 1 _ REFLECTED CELJW, PLAN IS FOR THE LAYOUT OF THE NEw SUSPENDED AND 14. ALL HANGERS SHALL BE WRAPPED IN A MINIMUM OF 3 FULL WRAPS, CE: N Ir E F GYPSUM 90AI CEItJNM LIGHT FIXTURE LoCATxAtS AND TYPES AM SWITCH 1. EMERGENCY LIGHTING WILL BE PROMDED AS REQUIRED BY !.B.C. _OCAT M ONLY. SEE ELECTRwx FOR FoMjRE SPECIFICATIONS. CIRQATRY AND 15. MAIN RUW4ERS SHALL NOT BE LET INTO. NOR COW IN CONTACT WITH. AWTTING SECTION 1006-3. SEE DESIGN/BUILD ELECTRICAL LIGHTING PLANS FOR LIGHT SWTCHINI U.O.N. ON THM PLAN_ WALLS. RIIIIII CHAN1NELS SHALL BE LOCATED 07HIN 16" OF WALLS E] 2 X 2 RECESSED FLUOR. LIGHT FIXTURE ED HVAC SUPPLY GRILLE -SEE MECHANICAL EMERGENCY LIGHTING INFORMATION AND LOCATIONS. a (UTHONIA PAIRAMAX PM3, T-8 LAMPS, 9 CELLS) 2. F IR E PROTECTION LAYOUT IS BY GENERAL CONTRACTOR. SPRINKLER WADS "IL LE%IIM OF T-OM 11 EX LOS= AND GVPAW W � CBLM SVSIM SRO" RETURN GRILLE -- SEE MECHANICAL 2. LJGH CONTROLS SiiALL COMPLY WIT W.S.E.C. SECTION 1513. SHALL NOT OVERLAP THE CELJNG GRID AM SHALL BE LOCATED CENTER OF THE K BY LMT LAWt 2 X 4 RECESSED FLUOR_ LIGHT FIXTURE 11 HVAC TILE, BOTH WAYS, ( '97. PROVIDE STAPILESSIS"llnESCUTCHEOW AT ALL CEILING OPENV*M LITHONA PARAMAX PM.3, T-8 LAMPS, 18 CELLS) HVAC EXHAUST GRILLE - SEE MECHANICAL 3 MECHANICAL SYSTEMS I U-) a I 2- TUBE FLUOR. STRIP LIGHT W/mRE GUARD 0 0. SHALL COMPLY WrH THE SYSTEM 3. CONTRACTOR To V4 EWY ALLI DI1MENSX)NS, IN FIELD- CONTRACTOR SHALL NOTIFY CC44MISSJONING REQUIREMENTS OF WASHNGTOIN STATE ENERGY CODE- THE AROVECT OF ANY FOD COP071ONS PRECLUDING THE SPECIFIED PLAM"T it call SNKL ___ 9( 111101 ALL WMIM BrAL%w 10 11011,11111E (WfMBER INDICATES LENGTH IN FEET CF FIXTURES. PRIOR TO PROCEEDING WITH rHE vKw_ FM MIWAM OUM COL IM EIC. 10 WOW01 IM 1EXHAUST FAN -- SEE MECHANICAL SECTION 1415.4. coMPuANCE SHALT BE REQUIRED FOR TENAN M. cum Now j so im F� FUM sm AS CEO am Im law" CER19FICATE OF OCCUPANCY. 4. CONTRACTOR SHALL. TEST ALL FIXTURES TO WWRE PWIWO WORIGING ORDER CLA6WY ALL 0010LOM IM IM A009N= FtS 01111COM WALL-MOUNTED FLUOR. FIXT. WALL-MOUNTED THERMOSTAT - SEE MECHANKI-'AL NUWBER 5 ALL LIGHT SAITCHES AND THEFAICISTATS SHALL BE MOUNTED AT Qr A-F.F. I& Call 9"L EN - in HIM PON INISAMLOMUNCIFAIL INDICATES LEINGTH 17V FEET) Iss OTHERism W7m. Cowm PLA-M-s SKALL' BE WHI1rE AND SWTCH DEVICE as my IMO AL 0*11M Imam 9 �UTHONA UN W/ WW GUARD) SHALL BE VHTE_ 244L Offou ILL My PLAIII10111116 __ i 0- 41 CELM-HUNG PLUORESCENT FIXTURE W/%W GUARD SPRWER HEAD - SEE DESIGN-BUILD SPRINKLER DWGS FAM OUCIM so As M wr 10 CoMor A Im Lx no L 6. GAI SWTChfS SHI RECEIVE ONE COVER PLATE_ E� CONSIOXWL UOM AM AM11 F§Mff — I As » an �LITHONlA NUMBER NINCATES LENGTH IN FEET WALL-MOUNTED "T SWITCH 49111111ft =100kWOR IMML A� C� FW `I�WIWW6 C� PLM OWL Nff K �� tl� Wf 2 AFP W/ WIRE GUARD) 10 ar�le.�a FOMM JIL 111�11E =111K as �111110 in MT AL =K C==X= LW4DER_CABj%ET FLUORESCENT EA7 SiGh. AJMW SHOWS DIKC 4L ALL SMAL K Cif IMI pis 01 A fUL C 10 1U NU1M9ER *401CATES, LENGTH IN FEET) SEE ELEC_ DWGS E 77, LL LIGHT FDMW&S W MWCTK U74.0 OR SWAP C10%IER CWR LITHOPMA LC" VNLM LOUVER LEIIM BAFFLE. M TC AVOID FD(TURE SOILING OR DAMAGE OR DOT%'L IL c8 911MIL K 11oM1110 AT sr-C � REMOVE CD%UM AT PROJECT USWo CLEAK 1*117E GLOVES RXrJRES RECESSED DOM "T SMOKE DETECTCA - SEE, ELEC. D%%W*. SMALL. BE NW01TAMOM GZAN AM AS P&M LA19PS SHALL BE I" AT PROJECT (UTHONA LPW) CQw%.rTxv& W CA RECESSED DOM "T - 11111ALIL ASTER SECURATY CAMIM (AFWMW 99M 011RECIUM I< Ck COLM GPM SYSIM 94ALL K @WALJO AS PER MANUFAVIUMUrS M01 $ PECFICAIIOIS AND IK IWAS 27- PROWDE CRAFT S1MP *AM CEILING CEILING AS NEOLMIED By CITY OF IUKULA FM (LITH DNA, LPaF) OF MERA.DASHIED LINE SHM CWun 313"PTAKUT. ROUWC OF CA&WtAS) �.. I m P3 401DW METAL HALIDE PIXTURE 23L PR-W TO T OF NST^JLA"k SLOW FVQE (UYHMA 74P - RGH RAY 0 16*-0' AFF) "NO 1- ALL I NErr U.O.N. SN1W OU••4S 70 AFACHFIM AND MTAft APPROMI& nor INE OTIY 400W EX I METAL HALM WALL PACK 2. SEE MECHAWAL DRAWAM FOR NVAC., ME: 12- Ail "ANIGM Am wt*cm cc* 11E coiwo Gw %WL K $WAUM w 1w (Or TUXULA FINE KORSHAL COKINACK0 TO OVA^ SEPARAW X15 INEQUIM - Ew - I F011 SPOWGQM SVSqDg PROWM A FIRE SPOWSMJM S►SXW MOCH iS COMPUM 0 (UlHa" T04 - MOUNT PER EXT aEVA7106) ELECTRICAL DRANDsM FOR LIGHTS & LSS SUS BRIED CBUW& 9UWWXtAC=t ftL favoossm 9v0. Afixv& BUT NOT Y LIUM vQ P1plKw rMLVM 1w pa"llm AAM n PSI 910—BL" SPRM ,a x mwegm Avo @Rpcm FoR owet rim SK%.L K INSTAuED By INE sys AM SPOMMUM REAM USE AMfIEV'S WILECIM COLIC DRAMPIM FOR SPIWOUR 4601MATI06. supmwww* - 151atim *wK nom " FOR LAVW CDOW HE *= 0 TALIM 11ELOCAlt ANY AI ML M 'UNE 104AT ft�tpffita_ 01" ROOM OR L1911M LAIWT- JW SEE #&I FC* 684ERW AND CrI IS I WCUM IMFIM ED FLM — -w__ - — ......--_ ___ — - — — — +.,I -, �� - . ........... ..... 16 ft • Is EN.UW CW.MATTEI ASSOCIATES ARC$-*TECTS AM 135rs BAVSHCME HWY #300 RLZtLR4NCsAAM - CA - 94010 TEL (630) 692--1 FAX (630) 6921-001 T WGISTERED ARCHITECT JAMB DBUTn I TE OF WASHNG I � 05 VW MOIDIFICATION 5110/05 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD C009NMONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENC3ES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT d r i sk an D 0 cc z J � � > z �C Z j W Im Z cr. Z IM cc 0w 0 low Imam, lown <c ILLJ Z < ,� Z w I aj 2 L. Uj �V� < 93 DATE JOB %c A16el SHEE r V CF W Is 9 S i 6 1 'i MA 4J II Id t I i I . t � 1 ❑ 0 1 � �l 1 rn' c I � -J . i' o i� OMNI. 00-�, Z m 00 lu z Ln z z z M Z r %-0, rn %.,e %...o o 0 rin C I N c: z > r► 0 ---4 C 0 Lu -n Ir to m rin m I I > ;0 ;D 0 w > > go. R > I c� 43 I m V) no c DO -1 m 0 c') z Z > --j > c M 0 > > o F V z MODMATM K wW SITE WROVEMENTS for 0- CENDANT CAR RENTAL GROUP, INC. D � ��� ��^ a o =20 nxvvu vinumwmL BOUXVARD 9 TLAWLA, WASHNGTON 98188 e ��gq��� ' � 8 4 � —� q � � r —+ s NEW QTA FACILITY poi � � � g FLOOR PLAN �a������ � � g � 0 J> < Sop 08 -MMI > Mi > M, > (a 95 m I j 1 rn' c I � -J . i' o i� OMNI. 00-�, Z m 00 lu z Ln z z z M Z r %-0, rn %.,e %...o o 0 rin C I N c: z > r► 0 ---4 C 0 Lu -n Ir to m rin m I I > ;0 ;D 0 w > > go. R > I c� 43 I m V) no c DO -1 m 0 c') z Z > --j > c M 0 > > o F V z MODMATM K wW SITE WROVEMENTS for 0- CENDANT CAR RENTAL GROUP, INC. D � ��� ��^ a o =20 nxvvu vinumwmL BOUXVARD 9 TLAWLA, WASHNGTON 98188 e ��gq��� ' � 8 4 � —� q � � r —+ s NEW QTA FACILITY poi � � � g FLOOR PLAN �a������ � � g � 0 J> < Sop 08 -MMI > Mi > M, > (a 95 m 46 12 ,11 ,1C� ,, ,4. 3, l NORTH ELEVATION H�� Ff E � ,D ,C, B,A �1 • 1 '+ 5 6 9. 1 ED CD - -- — A --- - .j nil �O5•o� 19' (10 8 5 6 `7 2 SOUTH ELEVA %'J '-"K: G .'H A 7.1 B I'C 11� f -Or D r A+ �. F�-4 .4 T ,,,, .TtR B1 LWK DEMA TTEI ASSOCIATES ARCHITECTS AIA '1 8AYSF4CXM H1KY •300 CA - 94010 TEl (650) 692 --9911 FAX (6.50) "20'161 ■ 7765 REGISTERED ARCHITECT DEMATTE, ATE OF WASI- W,TON 1 DRB MODIRGATM SW/05 NO. REVISION DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM *NTH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT • U T gas- am D 0 J � co) a Z F-- 0 Z.j W loc a < Z W U F-- J CC z 0 < a: Q tu Z 3 'Q J .m T X o T C� DATE JOB K4 2.7 • w OF - low ... ar..- `. ��• !�R - t - .w�7.��� -. : -__- __ .- IR 40 F: I 4 6 (� X11 14� �� �? �5`? ' ; K i ,' D t. c, \ B WEST ELEVATION • \ A ' , G H , , Pewr me c t EAST B.EVA NOT ( (9 j ( SPUT -FACE COW_ MASONRY WALL - (14) SKM COAT PLIES CFO SH 2 NOT ) NOT I (M) BLACK CHAIN LOW( FENiCE •� WOOD SLATS 0 �►f ; T t NOT Usm ® (M) METti FL CAP 90O - PAINT - (N) PAINTED METAL. ABOVE aKXJND FUEL TAW 0 (k) PRUAIIWATED ENCLOSED SAL SOFM. (TVP) IRWYED WTAL BOLLAWS '1 �✓ w usm (1 P>Aff�iC'JL1ED METAL E� CANO" •/ FLLIS" FACE CawoPY s ��t 1�1f � NOT (1) WTaL MM DOot - PAWT Nor USW wr llOrf � � 'BALL PA ( - 'SEE ,, ..00.5 A0 Mr DO= W K �� WW SOLAR I T QLAZW (W►xH EMS CoLot) A+ �. F�-4 .4 T ,,,, .TtR B1 LWK DEMA TTEI ASSOCIATES ARCHITECTS AIA '1 8AYSF4CXM H1KY •300 CA - 94010 TEl (650) 692 --9911 FAX (6.50) "20'161 ■ 7765 REGISTERED ARCHITECT DEMATTE, ATE OF WASI- W,TON 1 DRB MODIRGATM SW/05 NO. REVISION DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM *NTH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT • U T gas- am D 0 J � co) a Z F-- 0 Z.j W loc a < Z W U F-- J CC z 0 < a: Q tu Z 3 'Q J .m T X o T C� DATE JOB K4 2.7 • w OF - low ... ar..- `. ��• !�R - t - .w�7.��� -. : -__- __ .- IR 40 F: I 4 6 (� X11 14� �� �? �5`? ' ; K i ,' D t. c, \ B WEST ELEVATION • \ A ' , G H , , Pewr me c t EAST B.EVA + X O 0 0 t I . +i ! x K FUEL TAW K l I K ELECT. 3-0 1 �` STORAGE :kW c I � . ol l 0 C 6 ( ' 1 0 ;� j I t o J 0 777717= TRASH 302 7 21 t2l_ % t oi lob 12 CaNG PLAN NOTES 1. REFLECTED CEILING PLAN IS FOR THE LAYOUT OF TME NEW SUSPENDED AND GYPSUM BOARD CEILINGS, LIGHT FIXTURE LOCATIONS AND TYPES AND SWITCH LOCATION ONLY. SEE ELECTRICAL FOR FIXTURE SPECIFICATIOINS. CIRCUITRY AND LIGHT SWITCHING, U.O.N. ON THIS PLAN. 2. FIRE PROTECTION LAYOUT IS BY GENERAL CONTRACTOR. SPRINKLER HEADS SHALL NOT OVERLAP THE CEILING GRID AND SHALL BE LOCATED CENTER OF THE TILE. BOTH WAYS. 3. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY FIELD CONDITIONS PRECLUDING THE SPECIFIED PLACEMENT OF FIXTURES. PRIOR TO PROCEEDING WITH THE WORK. 4. CONTRACTOR SHALL TEST ALL FIXTURES TO INSURE PROPER WORKING ORDER. 5. ALL UGHT SWITCHES AND THERMOSTATS SHALL BE MOUNTED AT 48" A.F.F. UNLESS OTHERWISE NOTED. COVER PLATES SHALL BE WHITE AND SWITCH DEVICE SHALL BE WHITE. 6. GANGED SWITCHES SHALL RECEIVE ONE COVER PLATE. 7. GENEM COMMAC SMALL %VNIFY 1111100M ASM CUM FOR SPON FDCTUiE�a PAM TO a Illllft FKROM & ALL IIHALL K COCIIISIM @M WAYS CM A FULL CELM lU UNLEW an—t— WmAlm 9. M E " ACCUSWAL CMW OWL K MOLMM AT IV-0 UNLESS 0_ I - ww9ft"woposs. 111com 10. CEILING GRID SYSTEM SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 11. COM SY57M OWL CQNFM COMPLMY TO 2003 Wft = $111UMP.AL FOR MISTALlA1ai 12. ALL HANGERS AND BRACING FOR THE CEILING GRID SHALL BE INSTALLED BY THE SUSPENDED CEILING SUBCONTRACTOR. 13. ALL HANGERS AND BRACING FOR OTHER ITEMS SHALL BE INSTALLED BY THE SUBCONTRACTOR INSTALLING THOSE ITEMS. 14. ALL HANGERS SHALL BE *RAPPED IN A MNL*JM OF 3 FULL WRAPS. 15. MAIN RUNNERS SHALL NOT BE LET INTO, NOR COME IN CONTACT WITH, ABUTTING WALLS. RUNNER CHANNELS SHALL, BE LOCATED WITHIN 16 OF WALLS. IL U013AID OF T-•11A& 111= UMM AND QVIlM 90AW CERM SYSIM SHALL K By UGHT L4mL 17. PROVIDE STAINLESS STEEL ESCUTCHEONS AT ALL CEILING OPENINGS. 94 ML 0 0 W MAN W= V ALL IRAM W4M%C TO RIMM CLFARANCLS FM FWWAM Dt=► CMMM M ErEISAlItY 70 MAINTAN IM FIIIIIIIIIN CUM HENW AMM IM FNIlSH RAM 11LAD AS N01M CM IM ORAMM CLAFAFY ALL CCNFWM WIN IHIE ANNIECII FOR DFAZWL 19. COMIRACTOR $HALL %WIFY 910910 REW 013110101011S AND LOCA7101 OF ALL P•UkEN06 NEW tlllxllMiCIA1. DUC136 AND ANY AND ALL ORM EX11SIM mmmc____ W111=113"t SMALL DWALL ALL NEW PCIA1100 FAW► OtLwM CONDUFM ETQ 90 AS NOT 10 COMM WIN ANNOD ALL FIN NIC calls'lluc LX*M AM 01M FOCRM LACA1101iS AS slomi ON NEFLEC RD CELM PLAN SHALL MY K MIZIM UNLESS Olm NEC m By APASITWT. 21L PIioMOE SMOG IDEIEClUtS AS FAMAWAD TO MW ALL CM 21. INSTALL LIGHT FIXTURES WITH PROTECTIVE MYLAR OR SIMILAR COVER OVER LOUVER LENS, BAFFLE. ETC. TO AVOID FIXTURE SOIUNG OR DAMAGE OR BOTH. REMOVE COVERS AT PROJECT CONCLUSION, USING CLEAN, WHITE GLOVES. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. LAMPS SHALL BE NEW AT PROJECT 22- PROVIDE DRAFT STOP ABOVE CEILING AS REQUIRED BY CITY OF TUKVALA FIRE DEPARTMENT. 23. PRIOR TO COMMENCEMENT OF INSTALLATION. SUBMIT DESIGN—BUILD FIRE SPRM-ER SHOP DRAWINGS TO ARCHITECT AND OBTAIN APPROVAL FROM THE CITY OF TUKV*A FIRE MARSHAL CONTRACTOR TO OBTAIN SEPARATE PERMITS REWIRED FOR SPRINKLER SYSTEM. PROVIDE A FIRE SPRINKLER SYSTEM WHICH IS COMPLETE IN ALL REGARDS, INCLUDING. BUT NOT NECESSARILY UNITED TO. PIPING, VALVES. SPRINKLER SYSTEM AND SPRINKLER HEADS. USE ARCHlITECl*S REFLECTED CER.Jt4G PLAN FOR LAYOUT GUIME]LINIES, CENTER HEADS IN TILES. RELOCATE ANY SPR*4Q.ER LINE THAT INTERFERES WITH PAR71TION OR UGHTING LAYOUT. wzwz t. - 12 CaNG PLAN NOTES 1. REFLECTED CEILING PLAN IS FOR THE LAYOUT OF TME NEW SUSPENDED AND GYPSUM BOARD CEILINGS, LIGHT FIXTURE LOCATIONS AND TYPES AND SWITCH LOCATION ONLY. SEE ELECTRICAL FOR FIXTURE SPECIFICATIOINS. CIRCUITRY AND LIGHT SWITCHING, U.O.N. ON THIS PLAN. 2. FIRE PROTECTION LAYOUT IS BY GENERAL CONTRACTOR. SPRINKLER HEADS SHALL NOT OVERLAP THE CEILING GRID AND SHALL BE LOCATED CENTER OF THE TILE. BOTH WAYS. 3. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY FIELD CONDITIONS PRECLUDING THE SPECIFIED PLACEMENT OF FIXTURES. PRIOR TO PROCEEDING WITH THE WORK. 4. CONTRACTOR SHALL TEST ALL FIXTURES TO INSURE PROPER WORKING ORDER. 5. ALL UGHT SWITCHES AND THERMOSTATS SHALL BE MOUNTED AT 48" A.F.F. UNLESS OTHERWISE NOTED. COVER PLATES SHALL BE WHITE AND SWITCH DEVICE SHALL BE WHITE. 6. GANGED SWITCHES SHALL RECEIVE ONE COVER PLATE. 7. GENEM COMMAC SMALL %VNIFY 1111100M ASM CUM FOR SPON FDCTUiE�a PAM TO a Illllft FKROM & ALL IIHALL K COCIIISIM @M WAYS CM A FULL CELM lU UNLEW an—t— WmAlm 9. M E " ACCUSWAL CMW OWL K MOLMM AT IV-0 UNLESS 0_ I - ww9ft"woposs. 111com 10. CEILING GRID SYSTEM SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 11. COM SY57M OWL CQNFM COMPLMY TO 2003 Wft = $111UMP.AL FOR MISTALlA1ai 12. ALL HANGERS AND BRACING FOR THE CEILING GRID SHALL BE INSTALLED BY THE SUSPENDED CEILING SUBCONTRACTOR. 13. ALL HANGERS AND BRACING FOR OTHER ITEMS SHALL BE INSTALLED BY THE SUBCONTRACTOR INSTALLING THOSE ITEMS. 14. ALL HANGERS SHALL BE *RAPPED IN A MNL*JM OF 3 FULL WRAPS. 15. MAIN RUNNERS SHALL NOT BE LET INTO, NOR COME IN CONTACT WITH, ABUTTING WALLS. RUNNER CHANNELS SHALL, BE LOCATED WITHIN 16 OF WALLS. IL U013AID OF T-•11A& 111= UMM AND QVIlM 90AW CERM SYSIM SHALL K By UGHT L4mL 17. PROVIDE STAINLESS STEEL ESCUTCHEONS AT ALL CEILING OPENINGS. 94 ML 0 0 W MAN W= V ALL IRAM W4M%C TO RIMM CLFARANCLS FM FWWAM Dt=► CMMM M ErEISAlItY 70 MAINTAN IM FIIIIIIIIIN CUM HENW AMM IM FNIlSH RAM 11LAD AS N01M CM IM ORAMM CLAFAFY ALL CCNFWM WIN IHIE ANNIECII FOR DFAZWL 19. COMIRACTOR $HALL %WIFY 910910 REW 013110101011S AND LOCA7101 OF ALL P•UkEN06 NEW tlllxllMiCIA1. DUC136 AND ANY AND ALL ORM EX11SIM mmmc____ W111=113"t SMALL DWALL ALL NEW PCIA1100 FAW► OtLwM CONDUFM ETQ 90 AS NOT 10 COMM WIN ANNOD ALL FIN NIC calls'lluc LX*M AM 01M FOCRM LACA1101iS AS slomi ON NEFLEC RD CELM PLAN SHALL MY K MIZIM UNLESS Olm NEC m By APASITWT. 21L PIioMOE SMOG IDEIEClUtS AS FAMAWAD TO MW ALL CM 21. INSTALL LIGHT FIXTURES WITH PROTECTIVE MYLAR OR SIMILAR COVER OVER LOUVER LENS, BAFFLE. ETC. TO AVOID FIXTURE SOIUNG OR DAMAGE OR BOTH. REMOVE COVERS AT PROJECT CONCLUSION, USING CLEAN, WHITE GLOVES. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. LAMPS SHALL BE NEW AT PROJECT 22- PROVIDE DRAFT STOP ABOVE CEILING AS REQUIRED BY CITY OF TUKVALA FIRE DEPARTMENT. 23. PRIOR TO COMMENCEMENT OF INSTALLATION. SUBMIT DESIGN—BUILD FIRE SPRM-ER SHOP DRAWINGS TO ARCHITECT AND OBTAIN APPROVAL FROM THE CITY OF TUKV*A FIRE MARSHAL CONTRACTOR TO OBTAIN SEPARATE PERMITS REWIRED FOR SPRINKLER SYSTEM. PROVIDE A FIRE SPRINKLER SYSTEM WHICH IS COMPLETE IN ALL REGARDS, INCLUDING. BUT NOT NECESSARILY UNITED TO. PIPING, VALVES. SPRINKLER SYSTEM AND SPRINKLER HEADS. USE ARCHlITECl*S REFLECTED CER.Jt4G PLAN FOR LAYOUT GUIME]LINIES, CENTER HEADS IN TILES. RELOCATE ANY SPR*4Q.ER LINE THAT INTERFERES WITH PAR71TION OR UGHTING LAYOUT. wzwz EGEM - ALL ITEMS ARE NEW UNLESS OTHERWISE NOTED. O� r 12 CaNG PLAN NOTES 1. REFLECTED CEILING PLAN IS FOR THE LAYOUT OF TME NEW SUSPENDED AND GYPSUM BOARD CEILINGS, LIGHT FIXTURE LOCATIONS AND TYPES AND SWITCH LOCATION ONLY. SEE ELECTRICAL FOR FIXTURE SPECIFICATIOINS. CIRCUITRY AND LIGHT SWITCHING, U.O.N. ON THIS PLAN. 2. FIRE PROTECTION LAYOUT IS BY GENERAL CONTRACTOR. SPRINKLER HEADS SHALL NOT OVERLAP THE CEILING GRID AND SHALL BE LOCATED CENTER OF THE TILE. BOTH WAYS. 3. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY FIELD CONDITIONS PRECLUDING THE SPECIFIED PLACEMENT OF FIXTURES. PRIOR TO PROCEEDING WITH THE WORK. 4. CONTRACTOR SHALL TEST ALL FIXTURES TO INSURE PROPER WORKING ORDER. 5. ALL UGHT SWITCHES AND THERMOSTATS SHALL BE MOUNTED AT 48" A.F.F. UNLESS OTHERWISE NOTED. COVER PLATES SHALL BE WHITE AND SWITCH DEVICE SHALL BE WHITE. 6. GANGED SWITCHES SHALL RECEIVE ONE COVER PLATE. 7. GENEM COMMAC SMALL %VNIFY 1111100M ASM CUM FOR SPON FDCTUiE�a PAM TO a Illllft FKROM & ALL IIHALL K COCIIISIM @M WAYS CM A FULL CELM lU UNLEW an—t— WmAlm 9. M E " ACCUSWAL CMW OWL K MOLMM AT IV-0 UNLESS 0_ I - ww9ft"woposs. 111com 10. CEILING GRID SYSTEM SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 11. COM SY57M OWL CQNFM COMPLMY TO 2003 Wft = $111UMP.AL FOR MISTALlA1ai 12. ALL HANGERS AND BRACING FOR THE CEILING GRID SHALL BE INSTALLED BY THE SUSPENDED CEILING SUBCONTRACTOR. 13. ALL HANGERS AND BRACING FOR OTHER ITEMS SHALL BE INSTALLED BY THE SUBCONTRACTOR INSTALLING THOSE ITEMS. 14. ALL HANGERS SHALL BE *RAPPED IN A MNL*JM OF 3 FULL WRAPS. 15. MAIN RUNNERS SHALL NOT BE LET INTO, NOR COME IN CONTACT WITH, ABUTTING WALLS. RUNNER CHANNELS SHALL, BE LOCATED WITHIN 16 OF WALLS. IL U013AID OF T-•11A& 111= UMM AND QVIlM 90AW CERM SYSIM SHALL K By UGHT L4mL 17. PROVIDE STAINLESS STEEL ESCUTCHEONS AT ALL CEILING OPENINGS. 94 ML 0 0 W MAN W= V ALL IRAM W4M%C TO RIMM CLFARANCLS FM FWWAM Dt=► CMMM M ErEISAlItY 70 MAINTAN IM FIIIIIIIIIN CUM HENW AMM IM FNIlSH RAM 11LAD AS N01M CM IM ORAMM CLAFAFY ALL CCNFWM WIN IHIE ANNIECII FOR DFAZWL 19. COMIRACTOR $HALL %WIFY 910910 REW 013110101011S AND LOCA7101 OF ALL P•UkEN06 NEW tlllxllMiCIA1. DUC136 AND ANY AND ALL ORM EX11SIM mmmc____ W111=113"t SMALL DWALL ALL NEW PCIA1100 FAW► OtLwM CONDUFM ETQ 90 AS NOT 10 COMM WIN ANNOD ALL FIN NIC calls'lluc LX*M AM 01M FOCRM LACA1101iS AS slomi ON NEFLEC RD CELM PLAN SHALL MY K MIZIM UNLESS Olm NEC m By APASITWT. 21L PIioMOE SMOG IDEIEClUtS AS FAMAWAD TO MW ALL CM 21. INSTALL LIGHT FIXTURES WITH PROTECTIVE MYLAR OR SIMILAR COVER OVER LOUVER LENS, BAFFLE. ETC. TO AVOID FIXTURE SOIUNG OR DAMAGE OR BOTH. REMOVE COVERS AT PROJECT CONCLUSION, USING CLEAN, WHITE GLOVES. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. LAMPS SHALL BE NEW AT PROJECT 22- PROVIDE DRAFT STOP ABOVE CEILING AS REQUIRED BY CITY OF TUKVALA FIRE DEPARTMENT. 23. PRIOR TO COMMENCEMENT OF INSTALLATION. SUBMIT DESIGN—BUILD FIRE SPRM-ER SHOP DRAWINGS TO ARCHITECT AND OBTAIN APPROVAL FROM THE CITY OF TUKV*A FIRE MARSHAL CONTRACTOR TO OBTAIN SEPARATE PERMITS REWIRED FOR SPRINKLER SYSTEM. PROVIDE A FIRE SPRINKLER SYSTEM WHICH IS COMPLETE IN ALL REGARDS, INCLUDING. BUT NOT NECESSARILY UNITED TO. PIPING, VALVES. SPRINKLER SYSTEM AND SPRINKLER HEADS. USE ARCHlITECl*S REFLECTED CER.Jt4G PLAN FOR LAYOUT GUIME]LINIES, CENTER HEADS IN TILES. RELOCATE ANY SPR*4Q.ER LINE THAT INTERFERES WITH PAR71TION OR UGHTING LAYOUT. wzwz 12 /- . ` f —_,\ ' �__ �` ''``\ �- �. 10 1 2 3 5 (�6 7' �OTA FA I ED -----PLAN 1. ALL Mn ARE NM U.O.N. 2- SEE NEC%ANIM ORAwPICS FOR HVAC ELOCIMAL - DRAWSM FOR UGH 7S & LSS ma r%L dmemcummol, I AM BLL*4K DEMATTE1 ASS TES ARC"TECTS AIA 055 DAYSHCME PWY 0300 R&AtL24CAAAM — CA — 94010 TIEL (630) 692--9" FAX (650) 692 —OV" ■ 7765 R EV"-*! S T C F A H ' i E C T JAMS CTV A�7,C TATE OF WA5H,': S �2 �j �I M MOMXA" 5/10/05 NO. REVISION DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTM TO THE ARCHITECT z d z 0 z Q. D w 0 Q a: Q > c!) w T > w z J �j Lu LL w a: >= (AM) �lm Z "� IQ a _ LL 0 Z W �V � DAlT JOB Nc M, d. SHIM OF low. _lw_ ---MGM— —„am.. �—. __ — . -.—�. r,�'.'- .w.n'�." -' i +„�,� Iw• +�- �.. -. I(5 .am- 1(5 rr—__7 E EXHAUST FAN — SEE MECHAPOCAL WALL-MOUNTED THERMOSTAT - SEE MIECHAJWN_ : M7 L'J�x 11111 111, 1 1 11 e. IVALL LOGHT SUTCH EAT SKX ARROW SHM OWCTX)N - SEE EUEC. TA �4 954 al tot 3 :M SECJM'TY CAMM (APIM SHM OWCAGlin ,� OF CAMERA.-DASHED UNE 94(M C1111CUP ROJI04C OF CANOt►S) - Alk— I -xi I EGEM - ALL ITEMS ARE NEW UNLESS OTHERWISE NOTED. O� 2 X 2 RECESSED FLUOR. LIGHT FIXTURE (LITHONIA PARAMAX PM3. T -8 LAMPS, 9 CELLS) 2 X 4 RECESSED FLUOR. LIGHT FIXTURE (LITHONIA PARAMAX PM3, T-8 LAMPS, 18 CELLS) I 2 -TUBE FLUOR. STRIP LIGHT W/WIRE GUARD is (NUMBER INDICATES LENGTH IN FEET) WALL-MOUNTED FLUOR. FIXT. NUMBER INDICATES LENGTH IN FEET) LITHONIA UN W/ WIRE GUARD) 4. CEILING-HUNG FLUORESCENT FIXTURE W/VARE GUARD .- E NUMBER INDICATES LENGTH IN FEET) rn LITHONIA AFP W/ WIRE GUARD) 2 0 UNDER-CABINET FLUORESCENT N UMBER INDICATES LENGTH IN FEET) HONIA LC) Cl or7 - -•-,,� s RECESSED DOWN LIGHT � . � � (LITHONIA LP81F) RECESSED DOWN LIGHT WALL WASHER ;E TER (LITHONA LP8F) Fo I 40OW METAL HALIDE FIXTURE (LITHONIA THP - HIGH BAY 0 16'-0 AFF) A aL LQJ 40OW EXTERIOR METAL HALIDE WALL PACK (LITHONA TNI - MOUNT PER EXT. ELEVATIONS) HVAC SUPPLY GRILLE - SEE MIECHAMICAL HVAC RE TURN (MLLE SEE MECHANICAL HVAC EXHAUST GRkl_E - SEE MECHANICAL 12 /- . ` f —_,\ ' �__ �` ''``\ �- �. 10 1 2 3 5 (�6 7' �OTA FA I ED -----PLAN 1. ALL Mn ARE NM U.O.N. 2- SEE NEC%ANIM ORAwPICS FOR HVAC ELOCIMAL - DRAWSM FOR UGH 7S & LSS ma r%L dmemcummol, I AM BLL*4K DEMATTE1 ASS TES ARC"TECTS AIA 055 DAYSHCME PWY 0300 R&AtL24CAAAM — CA — 94010 TIEL (630) 692--9" FAX (650) 692 —OV" ■ 7765 R EV"-*! S T C F A H ' i E C T JAMS CTV A�7,C TATE OF WA5H,': S �2 �j �I M MOMXA" 5/10/05 NO. REVISION DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTM TO THE ARCHITECT z d z 0 z Q. D w 0 Q a: Q > c!) w T > w z J �j Lu LL w a: >= (AM) �lm Z "� IQ a _ LL 0 Z W �V � DAlT JOB Nc M, d. SHIM OF low. _lw_ ---MGM— —„am.. �—. __ — . -.—�. r,�'.'- .w.n'�." -' i +„�,� Iw• +�- �.. -. I(5 .am- 1(5 rr—__7 E EXHAUST FAN — SEE MECHAPOCAL WALL-MOUNTED THERMOSTAT - SEE MIECHAJWN_ : M7 L'J�x 11111 111, 1 1 11 e. IVALL LOGHT SUTCH EAT SKX ARROW SHM OWCTX)N - SEE EUEC. TA �4 954 al tot 3 :M SECJM'TY CAMM (APIM SHM OWCAGlin ,� OF CAMERA.-DASHED UNE 94(M C1111CUP ROJI04C OF CANOt►S) - Alk— I -xi I .. . .�• w all O's 'I cur r►t.T. urIMs AT J~ OMIMMENOW� 6G4LEs NONE T t2� � ub@ x 1 1/2' PREIII DED CONTINUOUS MANTIC JOINT STRIP OR PREMOLD CONOTIMUCTION JOINT (MAY 01 6AWGUT AT T• 004146 OPTION) ...• •. *I o MIL VAPOR OARRIER AT IN'1 PUOR 6LAIS PROVIDE VAPOR QAPMER p11 4' COMPACTED QillAlh Lft FILL SHRINKAGE JOINT (S.J.) (I) % . • BOTTOM OF !O. WA"- v uw k� * _ BEE PLAN ` 0 POR STEP ` LOCATION T ec.LLes w• . r.o• wie. 4 TYPICAL STEPPED FOOTING r L i _._..._. Mho. �- FOOTINGS WALL i i I 1 PIPM OR UTILITY L PJaCAvATI(;N NOT A lo I ,. 6! I I)." Lit�E ED �� z' SC•4LFs 1�i0 dGAL.F Lb 711 WALL PENETRATION DETAIL r c e E r T a t_ 10 GIEWNP F om I _ FIRST POLAR 60 ISLAN 'KE YED $LAD TNICKNE" KOLD' JOINT. AND iRff *fk fNdj STOP REIN. (TYp CLR OF JOINT waw_ if M r 1041 AT INTERIOR 6LA15 PROVIDE (..A MIL VAPOR VAPOR DA QNEIR 1 2' SAND 15ARRIER LAYER OVER 4 COMPACTED ORAMIIL.A#! FILL PROVIDE 6H-NRIWACbE ON CONSTRI.IGTION JOINTS IN SLAdS ON GRADE TO DMAK UP SLAB INTO F ECTANCsIJLAR AREAS OF 400 60LLAME PEET OR LESS. AREAS TO DE APF'It. SQ ARE AND NAVE NO ACUTE ANGLaf 8. JOINT LOCATIONS TO dE A14IROVEO ISY TIE AIWCNITECT. 21 CONSTRUCTION JOINT (C.J.) COMPAC OMANI% FILL (4') COMPACTED BUIS GRADE PROVIDE 4' -D` LOPYs 6"4101 OWLS. 4GR068 TWE JOINT. PIEV£N7 BOND DETYMEEN BAR AND CrROUT IW Cs11EA0! ON A PLASTIC 6LEQVE. 79 MATE ALL 1lEIM. ADDITIONAL VERT. BARB 4' FROM CONTROL JOINTS ON EACH BIDE OF ALL E>GEPT 0 FF 1 FLOORS CONTROL JOINTS (T) % E4CN 81DE 6lGT. A -A - DOUBLED GGNTROi. JOINT 1.{ALF WItB - CCINTROL JOW BACKER i ROD 1 �WIDTN OF Q � � � F�EAD Jt. W4LL NATION GAULiGlNGr DETAIL 6C.4 NAME 51 MASONRY CONTROL JOINTS ADD CCR BARB BAIL" E 811E AND SPACING (2) 0 5 VERT. Aa WORM WALL IM[W. ALTERNATE /1, 4a DIA, 4b VIA. 880 2' Mil. 2 MIN. . -,. Mb vER't. Q �8 SEE WALL SECTION FOR 61ZE 4 SPAT Wx OF WALL RERFORCII � 3 1. TEN61ON LAIC GPI 6W011N A910VIS ARE 'OR C4ICftTE COZIER ,Z BAR DIAMETER AND CENTER TO CENTER 6PACINdb ?WPM SAM 01 AMETRIt ( CATBOOTRY 1). 2. TON' 5ARG ARE HORIZONTAL aARf! UIITI~I MOPM THAN 12' Of CA6T BELOW TWE !BARS. A. TEN610N LAP SPLICES SHALL dE CLASS 5 L,NLE66 ONE WAL F OR LE" OT; TINE TOTAL Ift T 16 SPLICED WITWIN TWE WG IUMM LATE LEWPTFI. 4. C.0M 0Wft GN LAP SPLICES SMALL DE A MINIMIM OF 30 dAR DIA, UNL.E" OTWERM6E 8MOWN ON TWE DRAWTNGB. LAP SPLICE SCHEDULE (2) WORIZ. BARS HOOK • ENDS � BARS ENDS HG 5� w .a_ avow .000 -f .�� w amp .a...m m 01110 ta.w tar .MIA tar w. w w w�� �w w �� �. �� w �� �. �� �� w f w Now w�.� ��ta.�taa.w�.*r�+rr r�rr���..�w�f I V- I I 2 ) 3 JAMB SAM Mik ! t I 1 I I I ! I I LII�IT'e f TYPICA4- f-- � OF f WALL I i f moo. ! I I f I I I L I I I I wr� cow ampleftim mm _ MEABELTIOX GAiER IHGtiK W W HERE ltln @AfLi �MATCH DOTTOMI!!!. [CIE LdKER 114A1 STAND pD N FOOTMS !GALE. !II' . 1' -0' M W10. !UL[: NOW 8 TYPICAL MASONRY INTERSECTION REINFORCING 9 I TYPICAL MASONRY OPENING REINFORCING r 11 112' CODE REQIUW MAENNn: ALL OESM AND CONSTRUCTION SWILL CONFORM TO THE INTENNM110NAL WADING COOS. 2003 EDITION. AN AMENDED BY THE CM OF TUM A. CONTRACTOR SHALL PROAX BWICING OR SUPPOIA'T REQUIRED FOR TEMPORARY CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS KQUIAED DURING ERECTION. SACKFILLL BEHIND WALLS SMALL. NOT BE PLACED BUORE THE WALL NS PROPI SUPPORTED. REFER TO AACWECTURAL PLANS FOR WALL OPENIMWS. ARCIIRECTURAL TREATMENT, AND DIMENSIONS NOT SHOWN. CONSNI.T 1ilECHANIGI PLANS FOR SIZES AND LOCATIONS OF ALL OPENINGS FOR DUCTS R PIPES ETC. NOT SHOIMN. THE CONTRACTOR SMALL BE RESPONSIBLE FOR COOW"TION OF THE EXCAVATION. SHORING. AND OTHER WORK WITH ALL THE UTILITIES AND AWACI NT PAOPEA'T1ES. CALL BIVW 00014 1 -top- 424 -5664. DES LIVE LOI ROOF 25 PSF (SNOW) WIND LOAD: 45 MPK EXPOSURE 8 EAIt'THKiUAKE: so 1,43 1= �MW.L � MIASONNRY SHIM WALL SITE CLASS D SOS = 0.84 R - 5.0 SD 1 = 0.44 EQUIVALENT LATERAL FORCE SOC s D FOUNDATIONS: FOUNDATIONS SMALL BEAR ON COMPETENT NATIVE MATERIAL OR eY OTFEIt MEANS AS DEFINED BY THE GEOTEOW AL. OM M. AUAWAKE SOIL BEAAtN D CAPRI IS 3000 PSF. SEE GEDTECHNICAL REPORT PREPARED 8Y GEOMNATRIX CONSULTANTS DATED OCTOM 29. 2004. FOUNDATION DES" PARAMETERS ARE AS FOLLOWS: NON-YIELDING 36 PCF YIELDING 50 PCF PASSIVE 400 PCF COEFFICIENT OF FRICTION 0.35 FROST DEPTH D STE CLASS ALL SOH.. GEARING SURFACES SHALL BE SUBJECT 70 APPROVAL 8Y THE GEOTEOMWCAI. ENGINEER PRIOR TO REBAR & CONCRETE PLACEMENT. CONCRETE: CONCRETE SMALL CONFORM TO AMERICAN CONCRETE P61M TE STAND" 301. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR euILOINGS'.0 � THE 94 ALL CO�NFORMI TO ASTM C33. C94. # C150. ADMIES BUILDING OFFICIAL.. ASTM 0494. AN AIR ENTRAINING ADWXTURE SHALL BE ADDED TO ALL CONCRETE EXPOSED TO FREE M/ THAW ACTION TO PRO IOE 5X PLUS OR MINUS X ENTRAINED AIR, ASTM C260. THE USE Of WATER-SOLUBLE LE CNARIDE ION SMALL NOT BE USED UNLESS APPROVED BY THE ENGINEER. t'o W/C RATIO SACK SPECIAL. INSP. USE AT NON I PER CY !REQUIRED 28 DRAYS AIR I AIR OF CONC. 2500 0.67 0.54 5 1/2 NO SLAGS ON GRADE 3000 0.58 0.46 5 1/2 1rtS WALL, frTm ! COLUMNS AS AN ALTERNATIVE TO THE ABOVE. THE CONTRAC70R MAY SUBMIT A CONCRETE MIX DESIGN FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE ALTERNATE MIX OESIGN MALL BE REVIEWED FOR CONFORMANCE TO 16C 1905. CMANFER ALL EXPOSED CORNERS PER ARCHITECT OR 3/4' IF NOT SPECIFIED BY ARCHITECT. ASTM A- 615 DEFORMED BARS GRADE 60 (fy = 60 KSI). WELDABLE AND BENDABLE REBAR ASTM A --706. GRADE 80 AND ASTM 1 -185 ( KSI) FOR SMOOTH WELDED WIRE FABRIC. PROVIDE LAP SPLICES PER SCHEDULE. MOM" M" CONCRETE COVER SHALL BE- CONCRETE CAST AGAINST EARTH 3 0 3 FORMED SURFACE EXPOSED TO � �c LARGER) 1 bl EARTH OR WEATHERS rr SMALLER) 1 11 CON CRETE EXPOSED TO WEATHER OR EARTH: 314 BEAMS. COLUMNS: PRIMARY REINFORCING r TIES, STIRRUPS. SPIRALS 1 1 /Z" SMALL BE ACCURATEIY PLACED IMO ADEQUATELY SUPPORTED BE FM CONCRETE IS PLACED. WELDING OF REINFORCING STEEL IS NOT PEINMED. EXCEPT AS S•NOMNN ON THE DRAWINGS. WITHOUT PRIOR APPROVAL FROM THE ENIR. MELDING SHALL BE DONE BY MWBO N1< /AMTS CER I FED WELDERS IN WITH AIMS 01.4 USING OW REINFORCEMENT PARTIALLY IN CONCRETE SHALL NOT BE FIELD SENT DQVT AS C ON C RETE ON DESIGN �. CCR r T E MASONRY: ALL CONCRETE MASONRY ASSEMBLIES SHALL A MN1NMfLA1 COIEiI SSNE STRENGTH OF irm =1500 PSI. DESIGN STRESS ARE IN ACCORDANCE WITH 19C 2107.2 %M SPECIAL INSPEI;'T10N'. VERIFICATION OF STRENGTH SMALL BE PER IBC 2105.22.1 'UNIT STRENGTH METHOD'. CONCRETE BLOCK WALLS SMALL BE RE - PC 1= AS SHOWN ON THE PLANS AND DETAILS. GROUT SMALL CONSIST OF A MIXTURE CEMENTITIOUS MA70aALS AND AGGREGATE TO !WHICH SUFFICIENT MIIXTURE OF !MATER WAS BEEN ADDED TO CAUSE THE MIXTURE TO FLOW WIT SEMMA11ON OF THE CONSTITUENT& GROUT SMALL BE PLACED N MAXIMUM UF1S OF 4'-0'. ALL Cf1LS SHALL BE GROUTED. !UNIT STRENGTk ATION COMCtREIE MASONRY UNITS 1900 PSI ASTM C--90 GRADE N--1 DENSITY NOT LESS THAN 110 PCF MORTAR 1 SOO PSI ASTM C -270 TYPE S GROUT 2300 PSI ASIM C-476 VER*IC.IITION TEST OF THE UNIT STRDTH SMALL BE DONE PRIOR 70 CC 1511RUI 6 DURING CONSTRUCTION FOR EACH soon SQUARE FEET Of COMPLETED U%LL. WALL CMU WALL REINFORCEMENT SHALL BE AS NOICAM BELOW U.M.O. BOND BE" 1M1H TW10 #5 HOR90NTAL GARS SMALL BE PROVDED AT THE ROOF LINE. E. AT THE TOP OF TIE. ABOVE AND AT THE OF ALL OPENINGS. AT EACH CORER AND AT THE ENDS OF ALL Va IS LAP ALL SAM 48 DI METERS. 1 8 INCHES U.ML ,W a WALL HORIZONTAL � L+oc�►TaN � SI Ir (2)#4 • 24 B5 • 16 CDm FULLY GROUTED WALL $TA L TURAL STEEL: MAZEAWLS SHALL BE IN ACOOiDMICF MITHN TL# FOLLAMNIIMG� STRUCTURAL STEEL ASTM A 36. 1j► -36 KS. AS% AM 4umaCT1CkN WAn3t ASTM A 56, Fj► oku 161 STRUCTURAL TUKS AMU A 5= GRIAM IL STRUCTURAL POPE A M A 30 36 N0 i 10 Z101 CTUI BOLTS ASTMI A 325-M WOW CONNECTION BOLTS ASTM A-W ANCHOR 91 ASTM AI OR A-36 ALONG E1EC780M E7= OE.SGN. FA- AND ERECTION SMALL 8E M W N THE M ©IMION OF 'THE 'AID FOR DESGN. AMID E RMIM'Ri TIP Sn3 L "a ALL WELDING SMALL CONNFCM 10 1HE MG 01 -1 OSIMJCTUWL VELD CODE'. ALL VIE ONG SMALL IEEE P'O'IPOANED OF CID 5 890Q111CUN OF @ULDM CFIFICN3 (0111 NO MG CEFRIFED W LEERS, ALL COIREITD WELDS (CP) SWILL L K IC VES ALL FLLET 14MM SHMLL BE VOUN" vj5pfC1EA. ALL FACERS N CONTACT MLITM TTN A= 9000 I.S. !DINS. Ham. M) 9Mli BE Chi ammefT (coftw AND OR swam S'1a. N A09fTpM TO I EQLAED WSPIM104 INK BULMS SPUIK 9909CT" W AN AROrED AMY SW" fDN r. Foulallal PfEpMtiATA SOL SENOC SUFfM: L t AND COIIK PLIAC84W. 01330: SHOP DRAWING SUBMITTAL PROCESS SHOT' DRAWINGS ARE TO BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. IF SHOP DRAWINGS DIFFER FROM THE APPROVED DESIGN DRAWINGS, NEW DESIGN DRAWINGS BEARING THE SEAS. AND SIGNATURE OF A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER SHALL BE SU13MI ALONG W ITH THE SHOP DRAWINGS TO THE APPROPRIATE JURISTICTI FOR APPROVAL PRIOR TO FABRICATI SHOP DRAWINGS ARE REQUIRED FOR; REINFORCING STEEL STRUCTURAL STEEL IN ADDITION, THE CODE REQUIRES THAT CONSTRUCTION DOCUMENTS SHALL BE PREPARED TO COMPLY WITH THE REQUIREMENTS OF ASCE STANDARD 7-02 AS INDICATED IN TABLE 0.6.1.7. THESE SUBMITTALS SHALL BEAR THE STAMO AND SIGNATURE OF A LICENSED WASHINGTON STATE STRUCTURAL ENGI NEER NO SHALL BE SUBMITTED TO THE ENGINEER AND THE ARCHITECT IN ORDER TO CONFIRM TMT THESE SYSTEMS ARE IN ACCORDANCE WITH THE DESIGN INTENT: CONSTRUCTION DOCUMENTS (DEFERRED SUBMI TTALS PER IBC 106.3.4.2) SHALL BE NOTED BY THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE INDICATING THAT THE DEFERRED SUBMITTAL DOCIMAN HAVE BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BU ILDING. SUSPENDED CEILING SYSTEM, INCLUDING MOORAGE GLASS IN GLAZED STOREFRONTS AND INTERIOR GLAZED PARTIONS INCLUDING ANCHORAGE HVAC DUCTWORK CONTAINING HAZ1IR M MATERI INCLUDING ANCHORAGE PIPING SYSTEMS AND MECHANICAL UNITS CONTAINING HAZARDOUS MATER IALS I ANCHORAGE ANCHORAGE OF ELECTRICAL EQUI PMENT FOR EMERGENCY OR STANDBY POWER SYSTEMS PROJECT SPECIFIC REQUIRE FOR MECHAN I CAL AND ELECTRICAL COM AND THEIR ANCIMACGE AS REQUIRED B Y THE LOCAL JUR I SD I CT I ON FUEL TANK FOUNDATION AND ANCHORAGE FUEL ISLANDS. CANOPY STRUCTURE AND FOUNDATI r'G • 3000" CAR LAP W 61 1E C4A06 TOP OTHER UPI DARO BARB CO A 2? 11 8 5 d 26 22 A 2S 22 R p 31 2S �► c\ A Sir 26 D 41 36 A 4 3 $3 d 36 43 --� A 63 48 D 41 63 A 12 5S B 93 12 .� A 01 `2 a 05 1 1. TEN61ON LAIC GPI 6W011N A910VIS ARE 'OR C4ICftTE COZIER ,Z BAR DIAMETER AND CENTER TO CENTER 6PACINdb ?WPM SAM 01 AMETRIt ( CATBOOTRY 1). 2. TON' 5ARG ARE HORIZONTAL aARf! UIITI~I MOPM THAN 12' Of CA6T BELOW TWE !BARS. A. TEN610N LAP SPLICES SHALL dE CLASS 5 L,NLE66 ONE WAL F OR LE" OT; TINE TOTAL Ift T 16 SPLICED WITWIN TWE WG IUMM LATE LEWPTFI. 4. C.0M 0Wft GN LAP SPLICES SMALL DE A MINIMIM OF 30 dAR DIA, UNL.E" OTWERM6E 8MOWN ON TWE DRAWTNGB. LAP SPLICE SCHEDULE (2) WORIZ. BARS HOOK • ENDS � BARS ENDS HG 5� w .a_ avow .000 -f .�� w amp .a...m m 01110 ta.w tar .MIA tar w. w w w�� �w w �� �. �� w �� �. �� �� w f w Now w�.� ��ta.�taa.w�.*r�+rr r�rr���..�w�f I V- I I 2 ) 3 JAMB SAM Mik ! t I 1 I I I ! I I LII�IT'e f TYPICA4- f-- � OF f WALL I i f moo. ! I I f I I I L I I I I wr� cow ampleftim mm _ MEABELTIOX GAiER IHGtiK W W HERE ltln @AfLi �MATCH DOTTOMI!!!. [CIE LdKER 114A1 STAND pD N FOOTMS !GALE. !II' . 1' -0' M W10. !UL[: NOW 8 TYPICAL MASONRY INTERSECTION REINFORCING 9 I TYPICAL MASONRY OPENING REINFORCING r 11 112' CODE REQIUW MAENNn: ALL OESM AND CONSTRUCTION SWILL CONFORM TO THE INTENNM110NAL WADING COOS. 2003 EDITION. AN AMENDED BY THE CM OF TUM A. CONTRACTOR SHALL PROAX BWICING OR SUPPOIA'T REQUIRED FOR TEMPORARY CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS KQUIAED DURING ERECTION. SACKFILLL BEHIND WALLS SMALL. NOT BE PLACED BUORE THE WALL NS PROPI SUPPORTED. REFER TO AACWECTURAL PLANS FOR WALL OPENIMWS. ARCIIRECTURAL TREATMENT, AND DIMENSIONS NOT SHOWN. CONSNI.T 1ilECHANIGI PLANS FOR SIZES AND LOCATIONS OF ALL OPENINGS FOR DUCTS R PIPES ETC. NOT SHOIMN. THE CONTRACTOR SMALL BE RESPONSIBLE FOR COOW"TION OF THE EXCAVATION. SHORING. AND OTHER WORK WITH ALL THE UTILITIES AND AWACI NT PAOPEA'T1ES. CALL BIVW 00014 1 -top- 424 -5664. DES LIVE LOI ROOF 25 PSF (SNOW) WIND LOAD: 45 MPK EXPOSURE 8 EAIt'THKiUAKE: so 1,43 1= �MW.L � MIASONNRY SHIM WALL SITE CLASS D SOS = 0.84 R - 5.0 SD 1 = 0.44 EQUIVALENT LATERAL FORCE SOC s D FOUNDATIONS: FOUNDATIONS SMALL BEAR ON COMPETENT NATIVE MATERIAL OR eY OTFEIt MEANS AS DEFINED BY THE GEOTEOW AL. OM M. AUAWAKE SOIL BEAAtN D CAPRI IS 3000 PSF. SEE GEDTECHNICAL REPORT PREPARED 8Y GEOMNATRIX CONSULTANTS DATED OCTOM 29. 2004. FOUNDATION DES" PARAMETERS ARE AS FOLLOWS: NON-YIELDING 36 PCF YIELDING 50 PCF PASSIVE 400 PCF COEFFICIENT OF FRICTION 0.35 FROST DEPTH D STE CLASS ALL SOH.. GEARING SURFACES SHALL BE SUBJECT 70 APPROVAL 8Y THE GEOTEOMWCAI. ENGINEER PRIOR TO REBAR & CONCRETE PLACEMENT. CONCRETE: CONCRETE SMALL CONFORM TO AMERICAN CONCRETE P61M TE STAND" 301. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR euILOINGS'.0 � THE 94 ALL CO�NFORMI TO ASTM C33. C94. # C150. ADMIES BUILDING OFFICIAL.. ASTM 0494. AN AIR ENTRAINING ADWXTURE SHALL BE ADDED TO ALL CONCRETE EXPOSED TO FREE M/ THAW ACTION TO PRO IOE 5X PLUS OR MINUS X ENTRAINED AIR, ASTM C260. THE USE Of WATER-SOLUBLE LE CNARIDE ION SMALL NOT BE USED UNLESS APPROVED BY THE ENGINEER. t'o W/C RATIO SACK SPECIAL. INSP. USE AT NON I PER CY !REQUIRED 28 DRAYS AIR I AIR OF CONC. 2500 0.67 0.54 5 1/2 NO SLAGS ON GRADE 3000 0.58 0.46 5 1/2 1rtS WALL, frTm ! COLUMNS AS AN ALTERNATIVE TO THE ABOVE. THE CONTRAC70R MAY SUBMIT A CONCRETE MIX DESIGN FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE ALTERNATE MIX OESIGN MALL BE REVIEWED FOR CONFORMANCE TO 16C 1905. CMANFER ALL EXPOSED CORNERS PER ARCHITECT OR 3/4' IF NOT SPECIFIED BY ARCHITECT. ASTM A- 615 DEFORMED BARS GRADE 60 (fy = 60 KSI). WELDABLE AND BENDABLE REBAR ASTM A --706. GRADE 80 AND ASTM 1 -185 ( KSI) FOR SMOOTH WELDED WIRE FABRIC. PROVIDE LAP SPLICES PER SCHEDULE. MOM" M" CONCRETE COVER SHALL BE- CONCRETE CAST AGAINST EARTH 3 0 3 FORMED SURFACE EXPOSED TO � �c LARGER) 1 bl EARTH OR WEATHERS rr SMALLER) 1 11 CON CRETE EXPOSED TO WEATHER OR EARTH: 314 BEAMS. COLUMNS: PRIMARY REINFORCING r TIES, STIRRUPS. SPIRALS 1 1 /Z" SMALL BE ACCURATEIY PLACED IMO ADEQUATELY SUPPORTED BE FM CONCRETE IS PLACED. WELDING OF REINFORCING STEEL IS NOT PEINMED. EXCEPT AS S•NOMNN ON THE DRAWINGS. WITHOUT PRIOR APPROVAL FROM THE ENIR. MELDING SHALL BE DONE BY MWBO N1< /AMTS CER I FED WELDERS IN WITH AIMS 01.4 USING OW REINFORCEMENT PARTIALLY IN CONCRETE SHALL NOT BE FIELD SENT DQVT AS C ON C RETE ON DESIGN �. CCR r T E MASONRY: ALL CONCRETE MASONRY ASSEMBLIES SHALL A MN1NMfLA1 COIEiI SSNE STRENGTH OF irm =1500 PSI. DESIGN STRESS ARE IN ACCORDANCE WITH 19C 2107.2 %M SPECIAL INSPEI;'T10N'. VERIFICATION OF STRENGTH SMALL BE PER IBC 2105.22.1 'UNIT STRENGTH METHOD'. CONCRETE BLOCK WALLS SMALL BE RE - PC 1= AS SHOWN ON THE PLANS AND DETAILS. GROUT SMALL CONSIST OF A MIXTURE CEMENTITIOUS MA70aALS AND AGGREGATE TO !WHICH SUFFICIENT MIIXTURE OF !MATER WAS BEEN ADDED TO CAUSE THE MIXTURE TO FLOW WIT SEMMA11ON OF THE CONSTITUENT& GROUT SMALL BE PLACED N MAXIMUM UF1S OF 4'-0'. ALL Cf1LS SHALL BE GROUTED. !UNIT STRENGTk ATION COMCtREIE MASONRY UNITS 1900 PSI ASTM C--90 GRADE N--1 DENSITY NOT LESS THAN 110 PCF MORTAR 1 SOO PSI ASTM C -270 TYPE S GROUT 2300 PSI ASIM C-476 VER*IC.IITION TEST OF THE UNIT STRDTH SMALL BE DONE PRIOR 70 CC 1511RUI 6 DURING CONSTRUCTION FOR EACH soon SQUARE FEET Of COMPLETED U%LL. WALL CMU WALL REINFORCEMENT SHALL BE AS NOICAM BELOW U.M.O. BOND BE" 1M1H TW10 #5 HOR90NTAL GARS SMALL BE PROVDED AT THE ROOF LINE. E. AT THE TOP OF TIE. ABOVE AND AT THE OF ALL OPENINGS. AT EACH CORER AND AT THE ENDS OF ALL Va IS LAP ALL SAM 48 DI METERS. 1 8 INCHES U.ML ,W a WALL HORIZONTAL � L+oc�►TaN � SI Ir (2)#4 • 24 B5 • 16 CDm FULLY GROUTED WALL $TA L TURAL STEEL: MAZEAWLS SHALL BE IN ACOOiDMICF MITHN TL# FOLLAMNIIMG� STRUCTURAL STEEL ASTM A 36. 1j► -36 KS. AS% AM 4umaCT1CkN WAn3t ASTM A 56, Fj► oku 161 STRUCTURAL TUKS AMU A 5= GRIAM IL STRUCTURAL POPE A M A 30 36 N0 i 10 Z101 CTUI BOLTS ASTMI A 325-M WOW CONNECTION BOLTS ASTM A-W ANCHOR 91 ASTM AI OR A-36 ALONG E1EC780M E7= OE.SGN. FA- AND ERECTION SMALL 8E M W N THE M ©IMION OF 'THE 'AID FOR DESGN. AMID E RMIM'Ri TIP Sn3 L "a ALL WELDING SMALL CONNFCM 10 1HE MG 01 -1 OSIMJCTUWL VELD CODE'. ALL VIE ONG SMALL IEEE P'O'IPOANED OF CID 5 890Q111CUN OF @ULDM CFIFICN3 (0111 NO MG CEFRIFED W LEERS, ALL COIREITD WELDS (CP) SWILL L K IC VES ALL FLLET 14MM SHMLL BE VOUN" vj5pfC1EA. ALL FACERS N CONTACT MLITM TTN A= 9000 I.S. !DINS. Ham. M) 9Mli BE Chi ammefT (coftw AND OR swam S'1a. N A09fTpM TO I EQLAED WSPIM104 INK BULMS SPUIK 9909CT" W AN AROrED AMY SW" fDN r. Foulallal PfEpMtiATA SOL SENOC SUFfM: L t AND COIIK PLIAC84W. 01330: SHOP DRAWING SUBMITTAL PROCESS SHOT' DRAWINGS ARE TO BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. IF SHOP DRAWINGS DIFFER FROM THE APPROVED DESIGN DRAWINGS, NEW DESIGN DRAWINGS BEARING THE SEAS. AND SIGNATURE OF A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER SHALL BE SU13MI ALONG W ITH THE SHOP DRAWINGS TO THE APPROPRIATE JURISTICTI FOR APPROVAL PRIOR TO FABRICATI SHOP DRAWINGS ARE REQUIRED FOR; REINFORCING STEEL STRUCTURAL STEEL IN ADDITION, THE CODE REQUIRES THAT CONSTRUCTION DOCUMENTS SHALL BE PREPARED TO COMPLY WITH THE REQUIREMENTS OF ASCE STANDARD 7-02 AS INDICATED IN TABLE 0.6.1.7. THESE SUBMITTALS SHALL BEAR THE STAMO AND SIGNATURE OF A LICENSED WASHINGTON STATE STRUCTURAL ENGI NEER NO SHALL BE SUBMITTED TO THE ENGINEER AND THE ARCHITECT IN ORDER TO CONFIRM TMT THESE SYSTEMS ARE IN ACCORDANCE WITH THE DESIGN INTENT: CONSTRUCTION DOCUMENTS (DEFERRED SUBMI TTALS PER IBC 106.3.4.2) SHALL BE NOTED BY THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE INDICATING THAT THE DEFERRED SUBMITTAL DOCIMAN HAVE BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BU ILDING. SUSPENDED CEILING SYSTEM, INCLUDING MOORAGE GLASS IN GLAZED STOREFRONTS AND INTERIOR GLAZED PARTIONS INCLUDING ANCHORAGE HVAC DUCTWORK CONTAINING HAZ1IR M MATERI INCLUDING ANCHORAGE PIPING SYSTEMS AND MECHANICAL UNITS CONTAINING HAZARDOUS MATER IALS I ANCHORAGE ANCHORAGE OF ELECTRICAL EQUI PMENT FOR EMERGENCY OR STANDBY POWER SYSTEMS PROJECT SPECIFIC REQUIRE FOR MECHAN I CAL AND ELECTRICAL COM AND THEIR ANCIMACGE AS REQUIRED B Y THE LOCAL JUR I SD I CT I ON FUEL TANK FOUNDATION AND ANCHORAGE FUEL ISLANDS. CANOPY STRUCTURE AND FOUNDATI ri x� I 1 0 a v W O J IL m a ... UPI 1 CO o � 42 L. 40 44� B En m. cv of C � � � I 40 0 � c ` D (0 z �► c\ 0 p i ri x� I 1 W v W O �Q UPI wo � o " Z! F 0 p co CO --� 0 CO CD Z O N c �l W II p J 0 0 ; �..� m V W 0 E=mm4 cv CO 1n .� .--+ E.. Z W W O UPI wo � Z! F CITY J4: 7 E --4 3 CM I UM AID P � � tt"Xf� PrAmw we � , EI�N� AND >f OF AL now me >mmclam aw omm O1111INUCS FOR TAE FQLO=Irp 0M SIAL E 500111110 FM OOM A 11. C 3 0 ME If1R QE.NR 2 Fla IV 0 E rt0 CM SM& ,3. al MINDS ILIA im gm m r ~mm�m affm 14 wr IMM1111wi11 Man" WIN OEM MMM 699M SE !6E 40 WOMM 4F A S!L»' l � !wlkL E summom /am im im 9w 10 car fm Appw1r1M, PI 10 13' -* � (4) S PLAN 88 PLAN OF WALL � LINTEL / /FLOOR (2) 6 5 ROOF 1 �� U1`� LM S1RUdlTRAI NOTES 0 0' LO LO 0 0' ow A A W OCI W W ax _ _ _ - ^*�/�"� "� ..lam_ '. y. .. r...^...•�i - �wr�..,�,.�„r+ �.�+A.�.r. _ � -�..�• r: -a►. ...1� -... � ... a.�. •� '�\ � `.'w�. _ V L i i I � 0 co CO --� 0 CO CD c �l W -r 0 0 ; �..� m V W E=mm4 cv CO 1n .� .--+ E.. r r PLAN 8A I t 1 i I 1 R m mn G) M C� s 40P d OW 00 i 1 I I 1 I Y I 1 I •T1 > i I b i bi 1 I I i I s , ^ 6 PI ,rr : A tl• T �ft4 * ftft� I , ` _ ____•.. �_ /,_ ^tom 1 yl �•� • �..- .. MY.. 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WA 98109 206.285.4512 (V) 206.285.0618 (F) , i i r. or `'1 n*r'l X 1#1 *' toy i1nr :*r;t ti 1 4 `.l lt1It' I `, 1 )4 14 !, F N' �, r A Aw(I ` 1 i M d M i i 1 i , r 1 • f i r I w i I t• i 1 1 1 i 1 r. OTA Bldg. Conc. Details Cendant Car Rental Group 15820 Tukwila International Boulevard Tukwila, Washington 98188 NO. REVISION DATE ftvlft COMMMTS SAUM FEW1IT WOMMAL 11/23AD4 ENG: ARS CAD: JTM I PLOT:OMA FILE: 04146_ENt 11. JOB 0' 0414' EXPIRM. 7/271/2005 __ + M FF., ENIGINEE RING PLLC -. Structural Engineers 180 Nickerson Street Suite 302 Seattle, WA 96109 206.285.4512 (V) 208.285.0618 (F) %0 %0 SEE PLAN POI! l � � ICIWEM I>4 7 � lT1�P. r� • 0 ,• CUT ALT. WINO AT JOINT -- -�-- vs' x 1 V?' PREMOLOED CONTINUOUS MAOTIC JOINT STRIP oft pEp C4N&T1111LICTION JOINT (MAY BE b I10 T AT CONTRACT - OIL 11 OPTION). x --- -X MIL VAPOR BARRIER QIR/Al4�I.IAR F (49 COMPACTED SUB GRADE g M P LL ��RImft I ' xxe: was 1 SHRINKAGE JOINT (S.J.) Ws �p_b (I) 0 4 .p 0 BOTTOM Ots PPP. WAL.L----- _ SEE PLAN 0 IsOR STEIN ' LOCATION ITI i ec�e, va• . i'.e• wic. � 4 TYPICAL STEPPED FOOTING SECOND POUR FIRST POUR "N FLAN MINOR BUM" "MCIYEp •LAS! TWICKNE" KOLD' JOINT. AND RE#4 GIPIG STOR REIN. (TYr, ) GL1t OF JOINT EACH+ 410E � v -1 z -m :. O � N14 mot L c! 91 C v N I UJ _ DST cQ N r �� PIPWA OR UTILITY r EXCAVATION NM ALLOWED BELOW 6. Q TINS LM _ 8CALE= NO SCALE IS 1 T WALL PENETRATION DETAIL t- 0 O � E f c � r-r . E ,. I P r 0 1 1 t � F 4 10 W a SECOND POUR FIRST POUR "N FLAN MINOR BUM" "MCIYEp •LAS! TWICKNE" KOLD' JOINT. AND RE#4 GIPIG STOR REIN. (TYr, ) GL1t OF JOINT EACH+ 410E X-.- I --- x �� _ e e • " AT INTERIOR GLAD PIlt MCM L* MIL V APOR V APOR DARRIRM 4 2' SID �IlIlMR LAYER OVER 4 9 GOI'NPACTED oft 161 0 PILL PROVIDE dHRIWAW OR CONSTRUCTION JOINT& IN GLA06 ON CsRADE TO BREAK LAP SLAB INTO RECT AREAO OF 49M 6QUARE PEET OR LE". AREAS TO BE APPROX. 6CL AMIE AND WAVE NO ACUTE ANGL E6. JOINT LOCATIONS TO M APPROVI D B Y TFWE AROW I TECT. SCAI E: NONE 2 CONSTRUCTION JOINT (C.J.) 1 PltON10E 4' -IV' LONGS SMOOTH M& ACROSS THE JOINT. PREVENT OCNO BETWEEN BAR AND GIWW V COW-AN ON A PLASTIC 8Lf".; COMPACTED 40 UMLAR FILL (49 •C ;t* PACTEO &Z ORAOE 11111 wi To [NATE ALL RKIW. ADDITIO 28 FROM CO ONT F WL J0 4NTG SID J SI 00ARLIED C4NTVWL • W&F UNITS ecaLEt riot 5 'ATION Jonrr for, • 3000"I SAM LAP TOP OTHER •IZE CLA00 BARB BARS A Z2 11 � s 2a 22 #4 a 29 u p 31 1! � A 3/r 26 p 41 36 � A 43 99 6 K 43 � A 6 4A d 01 63 � A 11 5D D 99 11 e bs i L 1lNNON LAP OrLIGt lFIOIIN ADOVE AIDE ►OR G4*I06TL GOVeR Z 64R DIIP'!T!R AND GBiTER TO GlIiTER MPACNCs T111S[ OAR 0401676R l CATEGORY IA 2. Tore ears ARE +40RizowraL aaea wrH MORE nHM as or cowc407e cAsT euau rNS BARD. S. TENOION LAP M'I.ICEO 8►IALL DE CLA00 D WLE80 ONE HALF OR LtOA 011 TF; TOTAL W 10 lTLICED WITI.IIN TI•! M6111111Ep LAP LEWGiTH. 4. GOI"N'IlEeAION LAP BPL.IGEO SHALL DE A MMI1'AJ'1 Of 30 DAR DUl 1@06 OT11EIrIM6E 0110Y+N ON TFIE DRAUNNGb. 3 LAP SPLICE SCHEDULE WMIZ. BARS all (2) Mb • - -.� /! - - • • ` r 4 Vr PLAN 8A CODE HREOUIREMNENTS: ACCO ALL Dam Am SHALL CwwM TO TIE K>r1TvwTIDNAL BU LM4 CODE. 2563 EDmow. As AMVNDEO BY THE CITY (w TUKwNLA, SAWN LUMBER %DLL of GRADED AND MARKED IN cowFORM�ANC am WCus STANDAM GRADING RLUS FOR WEST COW LUM t. SUN LUM M OULL K FURNISHED DRIED TO M AXII UM MOISTURE CONTENT OF 1 =. SWEL.D WOOO CONTRACTOR SWILL PRONWE BRACW* OR SUPPORT REQUIRED FOR TEMPORARY FROM RAM! AND PROMOE FOR FURTHER 0"NG OF THE ASSEMBLED BUILDING IN cowsrauctow LOAas AND FOR vrmuCTuRAL COMPONENTS As KcIumED DURING ERmnoN. ORDER TO M"WZE SHRINKAGE. ALL EXTERIOR LUMIBER AND L.UINR N AACKPILL BEHIND WALLS SHALL NOT K 'LACED KF'm THE WALL Is PROPORL CONTACT WITH CONCRETE OR MASONRY SHALL K PROOK ATIVE T119ARD. SUPPORTED. REFER 1Ia ARKCHITECTURAL PLANS FoNe WALL oPENWNGS, AACIVECTURAL FOR SIZES TREATN SPECIES AN cRAoes SHALL BE AS Fq.LOMrS: EM, AND NOT SHOWN. CONSULT MNECHANICUAL PLANS /1N0 LOCATIONS OF All OPENINGS FOR DUCTS & PIPES ETC. NOT SHOWN. THE CONTRACTOR ONALL BE RESPONN LE FOR COOIRDINATION OF TIME D"AMON. SNORING. AND OTHER USE ap" Mwm MATH ALL Tic UTMJTNa AM ADAC M► PRRpPEfR1 L CALL KfOAE mmma WALL STUDS AND BLOCKING 1 •x00 4Z4..ayy,5, DESIGN � 2X4 HEM-FIR STUD LIVE L�W105: WALL PLATES NO. 2 ROOF 25 PSF (D O" ` STUD 2x6 DF-L NO. 2 WIND LOADI so MPH. EXPOSUK s ' ALL NEw -Fin Na 2 MwAssm WALL SYSTEM BEAMS AND POSTS So . 1. fw RO MASONRY Swm WALL 4 THICK AND LAROEA OF -L NO. 1 St • 0. 42 W �AItM SITE GLASS o SDS • 0.64 R • 5.0 APA GRADE TRADEMARK Of TK SD1 s 0.44 EQLINI/AN.kMT LATERAL iOAGE � PLYW�000�A.SSOCIATION. �W 00 SHEATHM PANEL GRADE S1" K SOC D FOUNDATIONS: C -D OR C-C WITH EXTERIOR GLUE (COX). INSTALL ROOF AND RAN FOUNOATXM SHALL BEAR ON COMPETENT NATIVE MATERIAL OR BY OTHEM S HEATHING WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS AND IN A MEANS AS DEFMIEO 0Y DO DOWER. STAGGERED PATTERN OR AS VdDICATED ON THE DRAWIN1 S. SHEAR WOO FRO MINT' ALLOWABLE 801k BEARING AGAY 18 3000 PSF. SEE OEOTE IICAL. REPORT REQUIRES 2X AND 3X SL0004 AT ALL PANEL OM AS NOIC/►= ON TIE PREPARED BY GEOMMI CONSULTANTS DATED OCTOW 2D. 2004. FOUNDATION WALL �. RIX - - - -- DESIGN PARAMETERS ARE AS FOLLOMIS: PANEL THICKNESS AND RATINGS AK AS FOLL00: NON- VIE LDING 35 PCF YIELDING 50 PCF PANE CO EFFICIENT 400 PCF USE THICKNESS SPAN RATMNG NNALIING NAILING READ BLOC COEFFICIENT OF FRICTION asa '� FROST DEPTH 24" FLOORING 3/4' 40/20 T&C 10d06 "OC 10001 NO SITE CLAM D ROOF 5/8 " 40/20 T*G 1 Od*6 I O� 12"OC NO . ALL SOIL BEARING SURFACES SNAIL BE SUBJECT TO APPRONO BY THE GEOTECH NiCAL AWLS 15/32 M 32/16 SEE SIEJIR WALL SCHEDULE YES ENGINEER PRIOR 70 REBAR & OOINCAETE Pte. REFER TO SMEAR WALL PLANS FOR FROOR AREAS WHERE BLOCKING AT ALL CONCRETE: PANE. EDGES IS REQUIRED. CONCRETE SHALL CONFORM TO AMERICAN CONCRETE INS'TTTUTE STANDAW 301. "SPECFIGATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS`. CEMENT AND CONCRETE Pt�.FABRICAT® Mf0 D �- .HOISTS AMD BEAMS SK 4 U CONFORM TO ASTM C33. C94, k 0130. ADMIXTURES SHALL K APPROVED BY THE PREFA13RCCATM WOOD I- JOISTS AND BEAMS SHALL BE AS MANUFACTURED BY BUILDING OFFICIAL. AS?M 0494. AN Alt ENTRAINING ADMIXTURE SHALL BE ADDED TO ALL TRUS -JOIST AS INDICATED ON THE PLANS. SHOP DRAWL NG15 SHALL K CONCRETE EXPOSED TO FREEZE/THAW ACTION TO PRCw" a PLUS OR MINUS x SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. STORE, ERECT AND INSTALL ENTRAINED AIR, ASTM C260. THE USE Of 110701- SOLUBLE CHLORIDE IDE ION SHALL NOT BE PER MANUFACTURERS RECOMMENDATIONS. REFER TO M1AUL FACTUAER FOR USED UNLESS AIPPRONEO BY THE ENOW. ALLOWABLE PENETRATIONS IN WEBS OF I- .HOISTS. 00 WT CUT OR DRILL f e w/C RATIO SACK SPECIAL INSP. USE FLANGES. 00 NOT CUT OR DRILL HOLES IN MMMPACTURED BEAM iEmma AT NON - PER Cy REQUIRED UNLESS APPROVED BY THE ENGINEER. 28 DAYS AIR I AIR OF CONC. LOADING SWILL BE AS FOLLOWS: ROOF FLOOR 2500 0.67 0.54 s 1/2 No SUSS ON GRADE TOP CHORD LIVE Law (SEE DESIGN LOADS ABOVE) 3000 0.56 0.46 S 1/2 YES WALL. FIGS. t COLLIMNS TOP CHORD DEAD LOAD 12 PSF 25 PSF BOTTOM CHORD DEAD LAW 6 PSF S PSF AS AN ALTFRNATNE TO THE ABOVE. THE CONTRACTOR MAY SUBMIT' A CONCRETE MIX TOP CHORD UPLIFT 7 PSF DESIGN FOR APPROVAL TWO WEEKS PRIOR TO PLApNG ANY CONCRETE. THE ALTERNATE MECHANICAL LOADS PER iEC.MNANICAL MIX DESIGN WILL BE KVIEWED FOR CONFORMANCE TO SC 1905. CHAMFEIR ALL EXPOSED (50 PSF ALLOWANCE AT FLAT ROOFS) CORNERS PER AACrMTECT OR 3/4' r moor SPECIFIED BY ARCNITOCT. _ MANUFACTURED BEAM SECTIONS SMALL BE AS FOLLOWS: ASTM A-615 DEFORMED BARS GRADE 60 (1 y • 60 KSI). WELDABLE AND BENDABLE REBAR LVL • WROL►M LAMINATED VENEER LUMBER 1 .3E ASTU A -706, GRADE 60 AND ASTM 1 -185 (Fy=75FOR SMOOTH MELDED WIRE FABRIC. LSL LAMIhM1TE0 STRAND LUMBER I AE PROVIDE LAP SPLICES PER SCHEDULE. M�MNWIM CONCRETE COVER SHALL BE PSL = PARALLAM PARS UEL. STOW LUMBER 2.0E CONCRETE CAST AGANST EARTH 3' MONG NOTES FORMED SURFACE EXPOSED 70 (#S B LARGER r FRAMING ACCESSORIES MN STRUCTURAL FASTENERS SMALL BE AS MANUFACROW EARTH OR WEATHER (05 s SMALLER) 1 1/r BY SIMAPSON COMPANY OR ALTERNATE APPROVED BY THE ENGINEER. N0ALL CONCRETE NOT EXPOSED TO WEATHER OR EART1'1: ACCESSORIES IN AOCARDANCE MATH THE MANUFACTURERS SLABS, WALLS 3/4" WHERE STRAPS CONNECT TWO MEMOM TOGETHER INSTALL HALF OF THE NAGS BEAMS A%MAA CO LUMNS: OR BOLTS IN EACH MEMBER. ATTACH JOISTS Tip Fi.U9M TEAM AM BEAMS PRWARIrY REINTIORCING 2' WITH ITT SERIES MANGERS TO SUIT THE MEMBER M. P!lpi1110E BOLND OLOCKNG TES. STIRRUPS. SPIRALS 1 1/Z' AT ALL BEARING POINT'S. FRAME NON -LOAD BEARING WALLS WITH ST" AT I r OC. DISCUSS PROPOSED PLUMBING. MECCKwNICAL AND EIECTR1 CAL P0ET11A 01% REINFORCEMENT SMALL BE ACCT FATELY PLACED AND ADEQUATEL BEFORE WITH ENGINEER PRIOR To NSTAWITION. CONCRETE Ns PLACED. INS; WADING OF R'ENfORCING STEEL. IS NOT PERMITTED. EXCEPT AS SHOWN ON THE DRAW*" NAIL SIZES SHALL BE AS FOLLD� WRHOUT PRIOR APPROVAL. FROM THE Flr(W* ER. WELDING SHALL BE DONE BY VAN A SIZE DIAMETER LB47H AWS CERTIFIED WELDERS IN WITH AMTS 01.4 USING ED= 8d 0.131 2 1/2" REINFORCEMENT PARTIALLY EMBEDDED IN OONCAETE SHALL WT K FIE BENT DICEPT AS Sod 0.141r r 12d 0.141' 3 1/4" SHOW ON DES" DRA1NrNt;.s 1 ed 0.1 aZ 3 1/'2` CONCRETE MASONRY: ALL CONCRETE MASONRY ASSEMBLIES SKILL A MNlNMNLRN COMPAESSl1wE STRENGTH OF USING wa SIZES OTHER THAN THOSE SHo wI1 Ass WILL REOUIRE 1 "MmI500 PSI. DESIGN STRESS ARE N AocoRLaANCE W11TH INC 2107.2 *44TH SPECIAL ENGINEERING REVISION TO THESE PLANS. NSPECII . VERIFICATION OF OOMIPRESSNVE STROOM SHALL K PER IBC 2105.2.2 I 'UNIT 51RENGTH METHO(r. CONCRETE BLOCK WALLS SHALL BE REINFORCED AS SHOW ON THE PAWS AND DETAILS. GROUT SHALL. CONSIST OF A M 0 UAE CE1MENTTTXM MATERIALS 40 AGGREGATE TO WHICH SUFFICIENT MOCTURE OF U%TER NOS BEEN ADDED TO CAUSE THE MIOfTtUAE TO FLOW WITHOUT OF THE CONS71TILIENTS. GROUT SHO" BE PLACED N MAXIMUM LIFTS OF 4'-O'. ALL CELLS SMALL BE G JFM IWT CONCRETE MASONRY UN175 1900 Psi AM C-90 GRADE N-1 DENSITY NOT LASS THAN 11 PCT' MORTAR I sw PSI ASTM C -270 TYPE S GROUT Roo PSI ASTIR C-476 VERFVATMDN TEST OF THE UNIT STRENGTH SWL NE DONNE PRIOR TO CONS'TiiIUC'TgN DURlNc CONSTRUCTI FOR EACH 5000 SQUA14E FEET OF COMPLETED NALL. MASONRY WALL. REINFORCEMENT CMU MALL SHALL BE AS UWATED R10 U. N.O. BOND BEAMS IM TWO AND A THE OF OF� OPOOM AT A LJICH CORNEJt ALB AT THE EMOS OF ALL VALLS LAP ALL BARS 46 DIAMETERS. 1 90" U.N.O. MNLL HORIZONTAL � H.+ov►nON B (2)#4 • 24 05 • is CENM FULLY MRA/7LY W^.L r t 51 ILICTURAL STEEL_ AYATeaks SH LL BE M MwTIN TIE FOLL0111110i6c STRUCTURAL SIML AS M A 36. Fj X36 KC51. ASTM A022 1 t - w MIAL ASTM A 36. F •.3a IKSR � R R AL. PPE � A 501..` SAIL= E 0 � 46 go F 36 STRUCTURAL BOLTS AS7M A 32,5- -9C r WOOD CONNECTION BOLTS AISM A -307 ANCHOR BOLUS AM A-307 OR A 'MIEIDIR' EIFICTIi00ES E1110c oEStar, FAeAlCAT10N AND ERECTION SHk.L BE IN AGCO�oAr+aE MIRTH THE M EDOWN of INE T 0 AW FOR 0ESOK F mN+ AM ERBCwoN of STEEL FOR Nu1LD81W. ALA. rEMS OVAL COWOM TO THE AIRS 01 -1 *9 WCTUgo L MLOW -r ,�..;v, T CE `,4- CODE'. ALL UCLDBNC SHALL BE PE160FAEED @Y 0 ISM! QR 1 690CrI7y0N OF BULONG OFF1pKS rrMAO) AM AILS QED MRLOEIIS. ALL w00MP1E m Pmn1w1T1011 1806 NP) SMMLL BE TE'S7IED„ ALN. FILET 14MM SHALL K VWjUT IN PEIrTED. IIL1. FA131©ERS M CONRTUKT MINIM MAIMED ROOD (MAILS► NOLM N11NSM E W,) s"ftL BE commasas NESISMN T t____ ___ an SI nns SMI) DN 1401110„ TO /Y NULOM ORFTc.Tw" wooft NSPW Of AN E'11IM1111 ARBICV '.irLL K TOR 1. SwOL. NEOWAS SLNFRCS L 010019M 00 CONCRETE PtACOM. 3► cmu AMR PLIC89A AND IR1RM GODAMM AwNnE 111E t mom x111100 . E1 me um caEZ Or /ALL �TLH� wR MO ITT IENAX , aw 011111111111m SAS 1111111111111116S NW DIE FOU OW SWL K 111�1110111M IIIIINN 40 1- cowcMETE m OESNR 2. COME as cm 3�► l Cw mom 1 R was wDNBiR w OE71B 11111 IF 1 W SMW MOM= OffM FWM IM C 1< A1 11111101111INK oft KKifl ICS 11110111111116 1ME SaL as Immism OF A samm !MINA K Iw�s Nam > wE 9IK sameIBt is Air ow wort w 1154MS N06 PLAN 8B MASONRY CONTROL JOINTS B PLAN C11 V AT V41P LINTEL OF WALL (2) 5 ROOF 4 TYFIwC L UXO. / FLOOR LINE R$ ADD GOF�NER bA &AI"� 41=E AND BPAC p�s -t► ....,.... ....�►.. _ ,...... ,...�..._ T AbWORMU . _ ... '(2) 5 INERT• 4 ===-4- . ..__4___ _____..._ 4B DIA• •E8 PIA 1 2•.6 1 I (2) 0 5 JAI'S 15ARS MN. 2 PIK 2''W MN. (2) 5 VER'T. I T'I'P. RILL HEIGAW AT DOOR zzz_ vi I I I I I i I I I I I I I I I I I L 11NM dr o� I I I I 1 L1 b TYP. AT I040 OF CIO VAALL I 1aNro. s I N or GEE WALL SECTION 1 t I I I I FOR 612E 4 SPACWs OF WALL REW#'dRGMNKs I ALTERNATE W4MRSECTION COF&4ER �Q:l ecxc. vs• . r -a *rn LINO. xxe: � are wry twaw STANDARD w smrw 8 i TYPICAL MASONRY INTERSECTION REINFORCING 9 I TYPICAL MASONRY OPENING REINFORCING f 11 as . ca �a pa 0 w E4 x w p 1M i� r I a � I I � � 0 V" 91 J � v -1 CO O � N14 0; cn L c! 91 C v N I UJ cQ N z o cc �� } p 1M i� r I a � I I � � LO O C\2 d A W C� 12' X73 : NOTES - I i i F -1 40 v ( T ( } CO 6. Q 4z 1 0 O � f J � r-r . E ,. I P 0 cv 1 ...� � W W !� of O = v W LO O C\2 d A W C� 12' X73 : NOTES - S1 - -- •+�..�.. -�.- �. - �„�_ �. - � -..� :� �.►..�...� � �. -. -..�. ��- ' -- -"'4 - r.�. -� �•.. -.. - s- s- r•.......... +.�..- ..n►.�....s•- �r...� -v..•- � ...s• �..+w� +.ems.......►- +....�...�.- � WIDTN OF FEAD JT. C AIJLKNCr DETAIL I i i F ( T ( } CO r-n � 4z 1 0 f � � r-r . E ,. I P 0 cv CO ...� E-4 S1 - -- •+�..�.. -�.- �. - �„�_ �. - � -..� :� �.►..�...� � �. -. -..�. ��- ' -- -"'4 - r.�. -� �•.. -.. - s- s- r•.......... +.�..- ..n►.�....s•- �r...� -v..•- � ...s• �..+w� +.ems.......►- +....�...�.- � WIDTN OF FEAD JT. C AIJLKNCr DETAIL 1 r r�I r1 A , 4 I! � �� 1 i ` r.A , j l',• ► , ; .r_ ,ti Nib 1 f 1 1 a t , , { I 1 r 1 I i i I 1 i i t I 1 y s e J1 rr • r f • ' r , J; t r• '+ �r Ir it r r ' r ' ' 1 Ir f. O Z ► r r f ; � � LJ f • 1 r 1 3L. 7t CL f CL If lb _...�_ r -- r 71 -- pool f ' 1 r ! � I } I �= 94 . • �_� :..' I I � f � L_ ..� ... _.! f i . rl 0 0 N �1110 d m• 20 c ID 06 S O Z '77 1 • m i T 0 7 r� 1 -i n �. r � III I f � I ` • �:) , t 1 r I l ,t „ � r I ! I i 1 i t 1 I t , I , „ t t I r t r I I , 1 7 { I t I I I r i I ; I r i , 1 � r i r i t � i I I i • rr._. w .� w w _ t ! � r 1 { t t } s 1 � 1 ► � I 1 t t + 1 1 i t 1 1 I I t � I � s 1 , ' i r t t �•,rrr 1 t! I l t I f tilt! ! 1 1'iil 1 I $-) .A A. L t, I , I I } t } r r t ... r &:�4 - - - -- - REF: BDA 20457.07 – EXTERIOR — BLDGS A & B r+ g M -, > FA U z ,Q 7a n L� E i t ,r I r 1 + 1 R k� i CO N Administration Building -North I Cendant Car Rental Group 15820 Tukwila International Boulevard Tukwila, Washington 98188 N0. REVISION DATE 1 GOI"MENT6 6/11M5 FOR 1lEvIEIU 12T/04 .1 f 1 � 1 !• FILE: 04146652 f.r T 0 7 r� 1 -i n �. r � III I f � I ` • �:) , t 1 r I l ,t „ � r I ! I i 1 i t 1 I t , I , „ t t I r t r I I , 1 7 { I t I I I r i I ; I r i , 1 � r i r i t � i I I i • rr._. w .� w w _ t ! � r 1 { t t } s 1 � 1 ► � I 1 t t + 1 1 i t 1 1 I I t � I � s 1 , ' i r t t �•,rrr 1 t! I l t I f tilt! ! 1 1'iil 1 I $-) .A A. L t, I , I I } t } r r t ... r &:�4 - - - -- - REF: BDA 20457.07 – EXTERIOR — BLDGS A & B r+ g M -, > FA U z ,Q 7a n L� E i t ,r I r 1 + 1 R k� i CO N Administration Building -North I Cendant Car Rental Group 15820 Tukwila International Boulevard Tukwila, Washington 98188 N0. REVISION DATE 1 GOI"MENT6 6/11M5 FOR 1lEvIEIU 12T/04 ENG: REW CAD: DWH PLOT: b/iJ/O5 FILE: 04146652 +Ua #: 04" e "j ()NAL L MW IM. 7/27/2005 CT ENG IN EE R I N G'i PLLC Structural Engineers 180 Nickerson Street Suite 302 Seattle, WA 9810q 206.285.4512 (V) 206 285.061b (Y) 1 hrw 1.r • 1}' rr � f�ow tvii I rv, iie ,v •/ , lei r.r •/; �i � , �,'��.,� }!( i � r1 , +t � ,�� ( L t ±. .'. •L / I �1,r. � , {.. r„ k}('.I � 7 OI .'1 t: ? . •ry�llrl • i } i 1 i 1 1 I • i t , I � 1 f # I� 1 i I fr . v . . • qM f 3 Cf) D 0 z m c (7) r v 0 x m Mai D !O z r I 1 AMON r • i i ce~ f� k� , t t� (0 fi 4 S ! f' ' i 1 l { • i I , ( 1 F f 1 I 4 � ; two . i • I t t , J I 1 ! !! Y L t � � 1 ' Tt*X4X /4 1 i i •• x , f I ` / 4 6 x 1 I L_ , s 1 �- 1 I � ! I 1 I � 1 I , I • , I ! i t , . 1 t . r 1 r -• , ! 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REVISION —� DATE ►� #v L 1lEYlf W T$ 6/x11105 P01t Il�YIEW 1?/R /+�4 ENG: REW CAD: OWH PLOT:S/t7/l0'S FIl.E:04146522 •; i .11 l � .ev 0 Z iff In r --4 � OWN I 4 � f , I: i , I ! 1 � I ft � yy i1 i I o • j • "a i r�• a CL 1 i C i t i o i t �O iQ i ► � 1 , ! , ! i LL, r i 1 �O 1 t e 4 i 1 1 i 3 I , s ; ►j i 1 � 1 I � •� 4 i i i s � i f 07 LL::? s ' t IL ' 1 i I ! 1 i ! t � t . � i � r� — •9 � 4.4 j ti► 1 S1I i ; i r• 1 1 , { f T — — k , 1 1 i I I # 1 NC , i 1 Oalf— — . , • n I t U s ! 1 1 i it r�� t 1 i t CO) W � Administration Bldg,, North Cendant Car Rental Group 15820 Tukwila International Boulevard Tukwila, Washington 98188 ;tee W M BDA 20457,07 EX Vuf r•' r N0. REVISION DATE ME view GOhR'lNTS 6/11A05 FGR REV RT�4 fNC: REW CAD: DWM PLOT: D/IT/d5 FILE: 04/46522 N0. REVISION t'•t� . N • �r 1 1W Ar wwww 101 ENGINEE RING PLLC j EXPIRES. 7/27/2005 =• C ' I Structural Engineers '. 180 Nickerson Street Suite 302 Seattle, WA 981 09 • 206.285.4512 (V) 206.285 -06I11 (F ) , DATE 1lEYlf W T$ 6/x11105 P01t Il�YIEW 1?/R /+�4 ENG: REW CAD: OWH PLOT:S/t7/l0'S FIl.E:04146522 t'•t� . N • �r 1 1W Ar wwww 101 ENGINEE RING PLLC j EXPIRES. 7/27/2005 =• C ' I Structural Engineers '. 180 Nickerson Street Suite 302 Seattle, WA 981 09 • 206.285.4512 (V) 206.285 -06I11 (F ) , r I 'i 4 1 r ? IN I I # i • 1 Q Y � w � x � � 4D CD L L 0 X 7 F 3 -4 91 Ir m �. -4 Q \7Z .11 n ITI M REF: BDA 20457,07 EXTERIOR - BLDGS A & B 44bb Maintenance Bldg. Partial Plans Cendant Car Rental Group 15820 Tukwila International Boulevard Tukwila, Washington 981-88 Noe REVISION GATE f"VIEW COOMPIENTS DA20b REVIEW tam /104 ENG: REW I CAD: DWH JPLOT: 5/12/05 _ lFILE: a4umu 11 JOB #: 04146 CT E N G I N E E R I N G Ilk PLLC Structural Engineers 180 Nickerson Street Suite 302 Seattle, WA 98109 206.285.4512 (V) 206 285.0618 (F) I EXPIRES: 7/27/2005 j I Z 3/4' ! COPE TOP 4 BOTTOM I V PL.ANW6 AS AEa. AT RK • • .J 1 N SEA SCWW. W01lo S IN ftA ICE MAN NJ•IOER OF A3 25F DCOLTS PER BCNED. IW WARDEMP WAS1MRd DBA�M SIZE NO. OF BOLTS ow"11�1� PLATS T1141cK " WILD SIZE CONNECTION CA `t' (SMarls S+.+EAW I* f 2 )1/i' 1/4 V4 a� WID !3)1/8 1/4 V4 IS.1 W12 ( 5)1/8 8 1/4 1/4 Ib.1 W14 (4) 14' V4 V4 25 Wli (4)1/S V4 V4 M (3) w d- PKX)F 09GKVo Lft - D' UV (2) 16d TOENAIL EC T OP 4 DOT. GUT TO MA=W SLOPE Q APIOW —TJI RIM JOIST + 4 . PARALLEL EXTERIOR TO ROOF FRAMING ;a _ 1 L _ k L 1 � Al i zp 1 r i r r r r r • /■ ■ T1 b e - ME led Sim • - V4 R 3 /8' STIPENEIt REAM M PLAN R 5 /6' X !DRAM WID1 V4 (4)'1 A32D DOLTS • oEAM CoAGE TS COL. PER PLAN �2 STEEL CONNECTIONS LTaa rwier erRaP WED DLOCICIMG� 4X6 GOVT FROM FROM ROOF TOP WALL PLATE 4•24'OC TAPERED TJI_ J PER PLAN PLYWOOD EDGE NAIL vNTMG PER AliGFI NOtE1 1. pMIPME J018T TO WALL PLATE YI/ aal NAIL EACId 610E. 11R' MIN. FROM END. PERftDCICULAR O7 EXTERIOR TO ROOF FRAMING BEAM GOBI. IE AND ISOLTS PE R REAM co�NECTION ec�+Ea. HINGE SEE PLAN FOR LOCATION SOLID L.SL BLOCKNG IW A3b • 24' OC E PT TOP SILL AM W/ 5/8' DIA MRETE ANCWOM O EXIST W 6&L • 31 ' (EX*(TWm MAY DE IF OVA. W) X12 ROOF TO CMU WALLS LTT205 • 32' OC W/ CONCRETE LMM • W OC W/ CONCI" A ,1408 AND (0) Imd X 1 4 A*iCWM AND (W) 1Od X I LO ALLIED DIRECT TO BLOCKING • APPLIED DWCT TO BLOC1CMCi • DO NOT DOODLE NAIL BLOCK NO DO NOT OOUNA WOOL ALOpCNi�i DIAPNRA&I BOUNDARY ---- DIAF'IMlAf3F1 D01�pARY NAILMG NAILM 4X0 LEDC Pt WV 4Xi LEDGER IW /0 CONCRETE ANCE40M PER CO CRETE PEIt fiGNEDUL.E I pigs REFER To ARCa FaR N"ATICK vENTILATK)K 1 R T O AMW FOR Ft.ABHNCi AND N1b"T1m WATERPROCIRMG VENTILATIOK, FLAbhiNki AND ' WA m Q t0 TJI 11LOCKN O • $?' OC Of ITT WQiEltb •NAIL W/ (1) Od • EAC14 TJI JOISTS PER PLAN TJI dLOCKN O 0 32' Oc 1W GOVT I& RE" W • 24' OG ITT EX16TNO WALL EXISTNG WALL 03 LEDGER TYPE Ll ❑4 LEDGER TYPE L2 NEW be SLAD (E) CONCRETE ON COMPACT= FILL r CONT LSL RN1 IIV A35 • Z4' OG 4Xb Pt TOP 6" PLATE W/ S/E' DIA ; ��VCHOR 80LT8 • 3Z' Oc Till I IW (' CUT 131 ROOF TO CMU WALLS WALL FOOTING NEW be SLAB ON COQ PACTEa FILL, (19) C�ONGI�TE T/ bL.40 !L 3ii00 (YERFI') P_. owl II II II 11 DRILL AND MNOX1' 14 4 X 3'-6' + N1 CC W/ * vim (2) 9 TOP s a wow �d + S 1IER'r DRILL ANo EPDXY +�4 vE1lT' + be Oc IW i' Dow 10 EXIC.AYArIM N0 SOIL a 14 ROOF TO CMU WALLS 15 CMU W ALLAND AT FN E" _;QCs cwaZR5 r.+rE"L.+'sc 3C.ti'5 • 6 JG i i 1T . 18 1l�E 2 VZ' S' , 3 �_ �_ 2 STEEL CONNECTIONS vl• OFFSET 3/4' PL (2) 3/4' PLAP ETER .ANCI�iORd 1' 2 L Ll 'E) 4XV LEDGER aN0 ROOF :ORWECTION TO REMAIN .PT4 • 14' OC a Mb • E T/ 61 EL. 3"AW (VFJWY) II i i I L � I'•d' Ledger Sohed* MK DEaCRWTM AN�=NOA11RiE NOTE 3/4' DIA, &TAN A" STINL It 4XI0 OM (PT) COCNCMTE • all OG MAX b WIN= 0/6' DIAL STAPLE" OTC. © 4X6 OR (PT) MAX 3 MM�"�1" I (2) IINGNOM Pilt PIiGE, MA C DISTANCE • 1S' ❑5 LEDGER SCHEDULE DRILL D X 3'-d' u 0 (2) % TOP go 'S • a NORIZ �b • i? VERT ALT. WOO (2) lb G W EXTERIOR TO ROOF FRAMING 91 i w, a 3 ti .. co.- cQ , Q Q w ; G�� VrGNIq n01RNWi1110�1 �+ ENTRY CLOSURE C: Q � lb• lip" Oro. � E WALL PULLY 01110m 1iORIZONTAI. � IL GONG. Gorr +44 •2 ' m Q F�ER PL L 2 A (2) c1cw. c o GOVT I& RE" W • 24' OG ,� ! -.,c' = s 0 .. f c; d • . 'P Not 0 C 4u I ' -® I p •! • ii' OiG. YERI'. D�.iB WALL 4 (ALT Wo 4xv PT TOP BL.L RE BACKRL.L a 1 !- 9 4 • 1p' NpRI,z. 8 4 0 , PLATE 111V SW DIA oo z WALL S NV" CO FM GRAN BY OT EIM low r• CrA rn ' 0 ' ', • • t A . • 1 a , • I t ''"'' I cv 0 I CO .•W R Ea It o V t3) c4w. i A NO�TFa >� i 1-T+Cs bTQ1 WALL - O' IIEF1011117 FOR EXIC.AYArIM N0 SOIL a 14 ROOF TO CMU WALLS 15 CMU W ALLAND AT FN E" _;QCs cwaZR5 r.+rE"L.+'sc 3C.ti'5 • 6 JG i i 1T . 18 1l�E 2 VZ' S' , 3 �_ �_ 2 STEEL CONNECTIONS vl• OFFSET 3/4' PL (2) 3/4' PLAP ETER .ANCI�iORd 1' 2 L Ll 'E) 4XV LEDGER aN0 ROOF :ORWECTION TO REMAIN .PT4 • 14' OC a Mb • E T/ 61 EL. 3"AW (VFJWY) II i i I L � I'•d' Ledger Sohed* MK DEaCRWTM AN�=NOA11RiE NOTE 3/4' DIA, &TAN A" STINL It 4XI0 OM (PT) COCNCMTE • all OG MAX b WIN= 0/6' DIAL STAPLE" OTC. © 4X6 OR (PT) MAX 3 MM�"�1" I (2) IINGNOM Pilt PIiGE, MA C DISTANCE • 1S' ❑5 LEDGER SCHEDULE DRILL D X 3'-d' u 0 (2) % TOP go 'S • a NORIZ �b • i? VERT ALT. WOO (2) lb G W EXTERIOR TO ROOF FRAMING 91 i w, a 3 ti .. co.- cQ , Q Q w ; G�� VrGNIq n01RNWi1110�1 �+ I A Z W •• H O IL �_ � o x •f g � u � c� � � 3 to co v I Z h .- W ti C: Q � � E V o � IL V m Q 00 c o v L! cn c C Not 0 C 4u I ' W� _ >i o � 'v px ~ 0 , z N NV" CO 0 cQ low r• CrA rn ' I A Z W •• H O IL �_ � o x •f g � u � c� � � 3 to co v I Z h .- W ti S5 e sd 4 i 5.4 o � � m Q 00 c o CO •O Q) Q; p r• CrA rn ' ''"'' I cv 0 I CO .•W It o V 01 i S5 e LZ OC. cQ CIO N IV W O LA O M IL V W N 0 C O) cc W" tc : CD (A to cn CC C-5 0 C) C ' 4 c LIJ sc LO CO m CO C\l •� co cQ CIO N IV W O LA S6 law k .1% M V W 10 0 00 •� co � . jE cv O S6 law k .1% W 10 0 00 •� co � . jE cv Cc) S6 law k .1% 1LJ `I PLANT LEGEND Botanigai &ommon Name Sizg jgemarks Oty Svmbg hgt. 36 1 Pinus m. 'Pumillo' / MUGHO PINE ,Ire Acer griseum / PAPERBARK MAPLE min.2" cal., high branched 20 Acer c. 'Queen Elizabeth' / HEDGE MAPLE min. 2" cal., street tree form 1 spr. /compact Calocedrus decurrens / INCENSE CEDAR min. 6' -0" hgt. 6 0 ercidiphyllum j aponicum / KATSURA 2-1/2" cal. / single trunk, 5 Rhododendron 'Unique' / Rhododendron street tree form 51 spr. /compact Pinus contorts contorta / SHORE PINE min. 6'--0" hgt. ; 3 min. seudotsuga menziesii / DOUGLAS FIR min. 6'--0" hgt. 3 0 Pyrus calleryona 'Trinity' / FLOWERING PEAR min. 2" cal., high branched g Q 5brub Arbutus unedo 'Compacts' / STRAWBERRY TREE ; min. 30" hgt., upright 23 0 Daphne b. 'Carol Mackie' / ROCK DAPHNE min. 24" hgt., spr. 275 o ¢ Epimedium v. 'Sulphureum' / BISHOPS CAP 1 gal, 222 0 Euonymus a. 'Compactus'/ WINGED EUONYMUS min. 24" hgt., spr. 424 E Ilex c. 'Convexa' / JAPAN. HOLLY min. 18" spr. /compact 238 m Q7 Myrica colifornica / PACIFIC WAX MYRTLE . rein. 30" . hgt., upright 7 15" O.C. Miscanthus s. 'Yoku Jima' / MAIDEN GRASS 2 gal., full - 206 1 gal. Nandino d. 'Compacts' / HEAVENLY BAMBOO min. 24" hgt. 1. " 7 Is Pieris japonica / LILY OF THE VALLEY SHRUB min. 30 hgt. 36 0 Pinus m. 'Pumillo' / MUGHO PINE min. 21 " spr., non- -- sheared. 252 Potentilla f. 'Moonlight' / CINQUEFOIL min. 18" spr. /compact 10 0 Rhododendron 'Cilpinense' / Rhododendron ..`min• 15" ,spr. /compact 5 Rhododendron 'Unique' / Rhododendron min. 21 " spr. /compact 166 0 Sarcococca humilis / LOW SARCOCOCCA min. 12" spr., horiz. form Landscape Typ 37 0 Vib urnum tinus 'Spring Bouquet' / LAURUSTINUS ruin. ' 24" hgt. /compact V ® Coreopsis verticilato 'Moonbeam' / COREOPSIS 1 gal. ® 24" O.C. f— o ¢ Juniperus c. 'San Jose' / SAN JOSE JUNIPER 1 gal. 0 24" tri. spacing 0 Arctostaphylos "Massachusetts' / KINNICKINNICK '1 gal. A 24" O.C. U Z ao Q_ Mahonia repens / CREEPING MAHONIA 1 gal. 0 15" O.C. Z Q Pennisetum a. ' Hamelyn D WARF FOUNTAIN GRASS / 1 gal. ® 24" O.C. Z Q Lawn / Sod O W OD j -- 0 r 0 O �g .. C tu 19 EXISTING VEGETATION + EXISTING TREES * Plant sizes are specified per the Arr►ericon Standard for Nursery Stock, Pubikvtion —May 2, 1986 sponsored by the American Associotion of Nurserymen. Inc. i s * See Note for trees don So. 160th Street... Acer m - g gnseu 0 3' dia, Acer campestre • 4" dio. and Pinus contorta • W hgt rein. If t , * Pkin t {` w titles repre5en t the en tire site. Existing e Tree ( I ;/ :, '= "t v i r - r f t SHEET 11.2 M N ■ '\ N 4 ■ 0 Existing Mature Buffer: Douglas Firs and Shrubs. Remove Ivy replace with Mahonia Repens. No Irrigation Required in this Area. it I�. M -fi II II If 11 It u If If �. II + II II .. n N ` li �J U 1a MIN-- w w i -7 L1.0 i i PLM TING NO ^ * Planting will for shrubs /groundcovers shill be deemed as new topsoil /compost cultivated into existing prepared subgrade. Trees shall be pit planted with prepared planting holes being a minimum twice as wide as the rootball and at least nine inches (9") deeper. * Sol Preparation: Cultivate shrub bed subgrade to a minimum depth of eight inches (8") and dean /remove all rocks, roots, debris over two inches in diameter. Lay a two inch (2 depth of compost /topsoil over entire bed and till again to a minimum depth of ten inches (10 ") to incorporate Compost thoroughly into grade. Lay two inch lift of Compost and till again. * Fertilize dl installed plants during backfilll operations with 4-2 -2 Agro Transplanter and Agriform Plant Tablets as recommended by Manufacturer. * Substitutions or changes in materials and placement shall be made only on the written change orders as agreed between Contractor, Landscape Architect and Owner. * Mulch all beds with a minimum 2 inch (2") depth of approved 'mulch'. * Stake trees as directed by Landscape Architect. * The Landscape Architect retains the right to inspect trees, shrubs and groundcover for compliance with requirements for plant size and quality at any time. This includes but is not limited to size and condition of rootballs, root systems, insects, latent injuries and defects. Remove rejected material immediately from project site. * Replacement of Plantings: Remove from site and replace with new planting, at your expense, any plant that is either dead or in unsatisfactory condition, as determined by Landscape Architect as soon as conditions permit within normal planting season. All replacement plantings are then to be under reinstated guarantee period, as specified. Identify these replacements and take whatever necessary steps to prevent similar demise of plant materials. * Warranty. This Warranty shill include replacing and planting some size and species of plant material shown on Drawings that is designated to be replaced by the Landscape Architect. Except for loss due to excessively severe dimatological conditions (20 year weather charts), instilled plant materials are required to be guaranteed until the and of one growing season against defects and unsatisfactory growth, except for cases of neglect /abuse by Owners /others. All plants replaced shdl be reinstated under plant guaranty conditions. GENERAL NOTES: * Coordinate work with other trades as required. Determine location of underground utilities and perform work in a manner which wil avoid possible damage. Coordinate with Utiitfes Underground Location Center and Owner for locations of existing underground utilities, etc. servicing or routed through the site. * Provide protection of dl property, persons, work in progress, structures, utilitties, walls, wdks, curbs and paved surfaces from damages incurred arising from this work. The Contractor shill pay for any such damage at no additional cost to the Owner. * During construction, keep pavements, building dean. Protect site and adjacent properties from damage due to construction operations, operations by other Contractors /trades and trespassers. Unfinished and completed work shill be protected from damage by erosion or trespassing. and proper safeguards shill be erected to protect the Public. * Staking and Layout Immediately notify L Architect in writing of any variance between plans and actual site. Landscape Architect has the right to adjust the location of elements. Verify l ayout with Landscape Architect prior to any instillation work. Verify instillation conditions as satisfactory to receive work. Do not instal any site elements until any unsatisfactory conditions are corrected. Beginning of work constitutes acceptance of ' s as satisfactory. When condlitions detrimental to plant growth /eor►structed elements, are encountered such as nubble fil, adverse conditions, or obstnxtions. notify Landscape Architect * AM new planting areas to be serviced by an automatic imgation system. Ar ` • � 1 ` �iiiii wr e ` AV J u..■a IF i! N, KEY MAP - GAY �` -J • . t'�.� - V north q �'©� 0.� o O ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE H WY *300 BURLINGAME — CA — 94010 ■ TEL (850) 692 -9911 FAX (650) 692 -0181 r I �.....w.,�. + ..�.a -_ .rain. - - +.. _ .... .. , _ .,...... �...�....���.� ..- - . _...�...�. w - •....�+qrr. .. ,.. -� -. a.-'�. � �- - - _.. - ...�. _ or Glenn Takagi Landscape Architect 185505 N. shonelim, WA 98 133 (206) 542 - 61 00 FAX: (206) 546 -1128 4. .05 FEW" DATE IT IS THE RESPONSIBiLI -Y OF THE CONTRACTOR TO VERIFY A,_L FIELD THEM CONDITIONS AND COMPARE WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENC!NG ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSSTENCIES DISCOVERED SHALL 'IMMEDIATELY BE REPORTED TO THE ARCH!TrCT d. D 0 V J Q f— o ¢ Z W WD m a C: Z < o C) U Z ao Q_ W ao Z rn Z Q J Q = F-- Z _J O W OD j -- U DAIS J09 "a 4 L 1,0 0 I �.....w.,�. + ..�.a -_ .rain. - - +.. _ .... .. , _ .,...... �...�....���.� ..- - . _...�...�. w - •....�+qrr. .. ,.. -� -. a.-'�. � �- - - _.. - ...�. _ • 0 t K • �O 8- -I t fo! ljc +o Existing Mature Buffer: Douglas Firs and Shrubs. Remove Ivy replace with Mahonia Repens. No Irrigation Required in this Area. NOT M SCALE W Urw i1tArIM1OE M OM WMOIIT!E -01am 7011 MO AAwdIML � IEINIOOt 101•• HAWK En NrwRoAL am NSMIiIiiIiIiiisII o®r 10 NOU L LM r -01EM ►1IW OF WAVY •MWWW MMAW SNOPUM �s au�c�t two aloMlsis �� CE PODUCIIIaIIIIIII11' UFAWA s 3Mila uu;OIMlea M FOLLOMIIt %%I= Wf NOW OR 9M E� 1�l01 >�OI.00 0� �1w✓� mE A AIM �/3 � 110E aF mE 0101 iAri'� I&M MAY E 0 =11111111111101I NO IIIIIIIIII11=11113 �III r-W k1= aF IEWV WQk WW AW SMO ��.T1A. aE PNOVB MW IEaa� wYE 0l�I IM AUOMD AS N LAWL •' -4 W Z J I U Q O V 1 I 1 a oo, 1 M x 'I L__j� 1 I ' \ (Area of Alder Trees /Shrubs /Grasses and Blackberries.) / 1 No Irrigation in this Area. r L '\ 1 SI ti K •i 9 AN ,;� 1 I � Completely remove bladcbemes for 15' -0' from edge of asphalt or dear 6' -0' beyond top of slope, whichever is greater. Replant as shown. Irrigation required. E 3 I c ! 1 ' 1 • 0 or L_ _ j • t• � •Mr Ste: 11' _ 3W KEY MAP SLUNK UEMATTEI ASSOCIATES ARCHITECTS AIA 1555 OAYSHORE H WY #300 6URUNGAME — CA — 94410 ■ TEL (650) 692 -9911 FAX (650) 692 -0181 S Glenn Takagi Landscape Architect 18560 Fi WX1s Way N. Suite #102 Shonek le, WM 98133 (206) 542 -6100 FAX: (206) 546 -1128 onsL Sat 4,26.05 REmsm DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM SMITH THE CONSTRUCTION DOCUMENTS BEFORE COMUENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL 1WEDIATPLY BE REPORTED TO THE ARCHITEC- LLB D O Q Z W W� M 4 �0 Q F: .- U z 00 Cl_ T V• Z J Q 0 ]C Q J Z o 3 W � Y -- U w►IE ,roe Ma -7 POWer voult „'� ♦,, l \ r PLAN r,1 TREE PROTEC-flON J I '.,.I • L •� - A I ��r.. ~•.�I to F—l4 1 f 1 • 0 or L_ _ j • t• � •Mr Ste: 11' _ 3W KEY MAP SLUNK UEMATTEI ASSOCIATES ARCHITECTS AIA 1555 OAYSHORE H WY #300 6URUNGAME — CA — 94410 ■ TEL (650) 692 -9911 FAX (650) 692 -0181 S Glenn Takagi Landscape Architect 18560 Fi WX1s Way N. Suite #102 Shonek le, WM 98133 (206) 542 -6100 FAX: (206) 546 -1128 onsL Sat 4,26.05 REmsm DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM SMITH THE CONSTRUCTION DOCUMENTS BEFORE COMUENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL 1WEDIATPLY BE REPORTED TO THE ARCHITEC- LLB D O Q Z W W� M 4 �0 Q F: .- U z 00 Cl_ T V• Z J Q 0 ]C Q J Z o 3 W � Y -- U w►IE ,roe Ma -7 POWer voult „'� ♦,, l \ r PLAN r,1 TREE PROTEC-flON v • t 0 • O C J 8� CC a A L1.2 SHEET L1.0 MATCHUNE Lind of - Sight Tniangle. KEY MAP Existing Juniper Planting. (A Part of Recent City of SeaTac T.I.B. Improvements) Lice of - Sight Triangle. 1 i f / 1 ` 777 0 i i� r i l p0 / + ? r " ' e e E Type I Landscape SHEET L1.4 MATCHUNE W z J � S U { w w Cn ' ' + , ; !' , rx Li • • . . - 1 - 7 t • F f t I north SCAU.;1' = 2w m BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *300 BURLINGAME — CA — 94010 ■ TEL (650) 892 --9911 FAX (650) 692 -0181 ■ Glenn Takagi Landscape Archited 18550 Firlands Way N. Sure #102 Shorelir>te, WA 98133 (206) 542 -6100 FAX: (206) 546; -1128 Construction Set 4.26.05 REIASION DATE IT IS THE RESPONSIBILI -Y OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRIJC DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OM I SSIONS OR ANY OTHER INCONSISTENCIES DISCCVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT Jr~ 0 F- _ w I �CIY j Ct'1 V Q o Z w W � of M C �o Q � OD U :z 001 CL CC I-- w Go F" Z Z J Q C: Ll Q C Z 0 3 W m Y "� U to 0 a- 9�T r0i �.- .mow- .�_ -..v _.'!'� . J � .._.�" .'.'� !. - �....� _ �_ ._ _� "� r- +.. �. ���� �' !•\ •'V. i1 - #�r .i - _ ��'�./�!r ►� "'�/..�.� - ' `. f� �� , r. �!'�lw..�`�� _• . l�q�'�� - �1���. f�.. ..�. ��..�, _ _ ��n� i��.l�li.��'�.�1�w.. 1 .i_..�'w�f./�,r_ J PLANT LEGEND 0 -- 0 / ,Qty 5vmmboi Botanical Common Ngme Slze /Remarks \ Irees 1 Acer griseum / PAPERBARK MAPLE min.2" cal., high branched + J MUgrol!a 20 Acer c. 'Queen Elizabeth' / HEDGE MAPLE min. 2" cal., street tree form Z » + 1 Calocedrus decurrens / INCENSE CEDAR min. 6' -0" hgt. 6 0 Cercidiphyllum japonicum / KATSURA 2-1/2" cal. / single trunk Existing Shrubs/ street tree form Groundcovers to 51 Pinus contorta contorta / SHORE PINE min. 6'--0" hgt. Remain. G 3 Pseudotsuga menziesii / DOUGLAS FIR min. 6' -0" hgt. 6 Mud 0!, 3 Pyrus colleryano 'Trinity' / FLOWERING PEAR min. 2" cal., high branched + $ Shrubs 8 Q Arbutus unedo 'Compacts' / STRAWBERRY TREE min. 30" hgt., upright 23 Q Daphne b. 'Carol Mackie' / ROCK DAPHNE min. 24" hgt., spr. 275 Epimedium v. 'Sulphureum' / BISHOPS CAP 1 gal. 1 0 Euonymus a. 'Compactus'/ WINGED EUONYMUS min. 24" hgt., spr. I 222 I ' min. 18 spr./compact Fuel Facility " 424 Ilex c. Convexa / JAPAN. HOLLY , lif mica t. PACIFIC WAX MYRTLE min. 30" h up ' 238 � Myrica ca o J 9� � I ' N GRASS 2 al., full 7 Miscanthus s. Yaku Jima / MAIDEN 9 • • r Nandino d. 'Com acts' / HEAVENLY BAMBOO min. 24 hgt. 206 P Is Pieris jap onica LILY OF THE VALLEY SHRUB min. 30" hgt. ' / PINE min. 21 spr., non — sheared. 36 Pinus m. Pumillo MUGHO 9 Potentilla f. *Moonl / CINQUEFOIL min. 18" spr. /compact •i 252 ® /: " 10 0 Rhododendron 'Cilpinense' /� Rhododendron min. 15 spr. /compact /4 T i / • 5 1 0 Rhododendron 'Unique' / Rhododendron min. 21" spr. /compact / i ; • ; • — - . min. 12" spr., horiz. form ' 166 o Sarcococca humilis / LOW SARCOCOCCA P / I ' 37 0 Viburnum Pnus S ' Bouquet' / LAURUSTINUS min. 24" hgt. /compact 'Spring i Coreo sis verticilato 'Moonbeam' / COREOPSIS 1 gal. 0 24" O.C. ' ' Juni eras c. San Jose SAN JOSE JUNIPER 1 ' p / 1 gal. ® 24" tri. spacing �,� ' Arctostaphylos "Massachusetts / KINNiCKINNiCK 1 gal. 0 24 O.C. E P MAHONIA 1 gal. 0 15" O.C. - Mahonia repens / CREEPING v f a ion r � , r �I SHEET Ll 1 MATCHLINE � M (Area of Alder Trees /Shrubs /Grosses and Blackberries.) No Irrigation in this Area. .. ... .. ........ .. . . .. .. .... .. •.•. Existing London Plane Trees / . .° ...•..-.- .............. ♦ ..... Pennisetum a. 'Hamelyn' / DWARF FOUNTAIN GRASS 1 gal. Lawn / Sod EXISTING VEGETATION -�- ` EXISTING TREES J ' 4- ( \ t r f � 1 Plant sizes are specified per the American Standard for Nursery Stock, Publication —May 2. 1986 sponsored by the American association of Nurserymen, inc. * See Note for trees along So. 160th Street... Acer griseum 0 3" dic.. Ater compestre ® 4' dia. and Pinus contorta V -0' rgt. -nin. * Pion; quantities represent the entire site. / I 1 $. s ca' CO i M C Q b. 0 g 9 6 6 ' i i � _ "• III � � �l alp r W ' j .T. r • v N r j SHEET L1.5 M ATCH Ll N E north 0 " V ft scmx_- I*= W BLUNK DEMATTE ASSOCIATES ARCHITECTS A1 ,A 1335 BAYSHORE HWY #30C BURUNGAME — CA — 9401 C TEL (650) 692 -9911 FAX (650) 692-0181 ■ Glenn Takagi Landscape Architect 18550 Firtands Way N. Suite #E102 Shoreline, WA 98133 (206) 542 -6100 FAX: (206) 546 -1128 ion Set 14.26.05 I REVISION I DATE E CONTRA F I ELD COND!T'OtiS AND COM THEM WITH TH C0ti5'R...,' DOCUME.N i S BE= ORE COMt�!Eti �`tiG ACTIV nES. ERRORS. 0M SS: 0`:S OR ANY ETHER N ES D'SCCV SHALL !MNcD\;;, BE REPORTED 7 C 'HE A4%r CL �.• • - w t - -r .i' �.^ a ._....�- a \ •w .l•.+.r.._ +� . -. �_ - 1 _.�. � - . _. ... 1• .. .�•`Y.�. ��_ # "��.• -_ w .- . r �a 'V� � .w_ -�. .... _ .. � w � t 4 . __ lop -_._ _ - . - -..,. __-. � - r "�.a.'lT�.a_1�_. w - .. ..- r.- �.��.r . +- t.+.��_w.. -tea.. _ -�. _ +� �r -� �. +► �•�... '.•w -.� . -_ a - .-_ �r1..�.��.. ..�.. .- r,�. ��... _- �..�. .... ..�, _�._ � .� _ . -!. a.I. w- w.�.rn - V.+..�i! "�'. - rY1Mw. �... !.'.^+.r•r :�.� ...•".a.��.. r.�- .r-- V•_ '-...Y�1� �..�.il.� +.4i' +/� -.a. _ - __ � _...._ ...- ._�..T• V - 1 ^'.��' � F= P. if t Q �- p Q Z W Li Cr 0 M Q Z Q 0 Q Z 00 ao a— tj Z ao Z JQ C Q C Z o 0 W C4 Y DAIE Joe in L 1.3 OF 1� ��`.."_. -.n.. -A� ' in M'�. �In - .> aa- ....+.q.... �0..�. _ �.• • - w t - -r .i' �.^ a ._....�- a \ •w .l•.+.r.._ +� . -. �_ - 1 _.�. � - . _. ... 1• .. .�•`Y.�. ��_ # "��.• -_ w .- . r �a 'V� � .w_ -�. .... _ .. � w � t 4 . __ lop -_._ _ - . - -..,. __-. � - r "�.a.'lT�.a_1�_. w - .. ..- r.- �.��.r . +- t.+.��_w.. -tea.. _ -�. _ +� �r -� �. +► �•�... '.•w -.� . -_ a - .-_ �r1..�.��.. ..�.. .- r,�. ��... _- �..�. .... ..�, _�._ � .� _ . -!. a.I. w- w.�.rn - V.+..�i! "�'. - rY1Mw. �... !.'.^+.r•r :�.� ...•".a.��.. r.�- .r-- V•_ '-...Y�1� �..�.il.� +.4i' +/� -.a. _ - __ � _...._ ...- ._�..T• V - 1 ^'.��' � - A4 �r ' • . '•'• %.W . ' . '•'• Re —Cut Edge of Existing Lawn to New Layout. • • • • ••• Remove Existing Shrubs and Replace with Lawn. .. ...... .... . . - .. . • .. • . .. • . . .. -.. .. .•.. ♦ . . • . . -- 4 n ♦* . . i i % op •♦ •:•: ' : Existing London Plane Trees r •' or QU C \ ♦♦ %\ i fl hk I n!) A + goor' \ __,.-Giiliarn Creek Outfoll / 1 _T i \ 10 / L13 � l � •� KEY MAP 14 j � I -- 0 q b C c �a o� g� w� �C fl 4m �� 14L � 2' ROUND PRESS. TREATED PINE POLE (OR APPROVED EQUAL SET TO LEE OF PREVAILING MANO. SECURE w/ LOOP of aaaNLoac. PLANTING BACKFILL PER SPECIFICATIONS WOOD CHIP MULCH PER SPECIFICATIONS FORM 6` HIGH CONTINUOUS WATER BASIN mopmml zo 1 �� , F/A CONIFEROUS TREE PL ANTING NOT TO SCALE CHAINLOCK TIES TIGHTEN TIES ONLY ENOUGH TO KEEP FROM SUPPING. ALLOW FOR SOME TRUNK MOVEMENT. CHAINLOCK SHALL BE L G ENOUGH TO ACCOMMODATE 1.5 IN. OF GROWTH. x � PREVAILING 1MNDS B&B TREE SET ALL PLANTS PLUMB REMOVE BURLAP, VARE do STRING FROM TOP 2/3 OF ROOTBALL 2• —NUKCH (PER SPECS) Y - 4'SOIL SAUCER FOR WATERING DURING ESTABLI IT PERIOD BACKFILL IMTH MIXTURE OF NATIVE SOIL AND SOL AMENDMENTS PER WIN sPECs \ 1:1 MAX 2: 1 TYP j ,' / / • 1. PLANTI IG PIT SHALT. BE A WRL 2 EACH TREE MUST BE PLANTED THE NTH OF ROOTBALL,- SUCH THAT THE TRUNK , IS T 2. ONE STAKE PER I ON )WARD SE: VISftZ AT THE TOP Of SECOND STAKE ON I HARD SIDE (UNLESS BALL. TREES 04 RE THE TRUNK FLARE IS NOT 1AS*IE SHALL BE OTHERmsE DwCTED) REJECTED. DO NOT COVER THE TOP 3. SLOPES STEEPER THAN 2:1 WAY REWIRE AIN OF THE ROOT BALL WTH SIOL_ T STABLlZA11011I SYSWI APPROVED PIT SUCH AS: TO CREJITE A LEVEL 1REE \` i �` �,l ; • -- . --ROCK FACING ILA ACTURM SLOPE RETENTION UMTS ti- 3 PLANTING ON SLOPES NOT TO SCARF 11 SHEET L1.2 MATCHLINE � � �� N. � r � � � �■IN ICI � �■ r ICI �■■■ IN. � � � � � �■■� � � �a I I L A ., L N ( II 1 II II _ -• ���. III u. N� Type I Landscape . •• N u _ i , 1 JUTE FABRIC UNDERNEATH ' BARK MULCH ON SLOPES OVER 2: MIN 2'MULCH (PER SPECS) FINISH GRADE - - - - TYPICAL GROUND COVER PLANTED AT NURSERY LEVEL I� N ' W -- •—SOIL AMENDMENT MIXED MATH . NATIVE SOIL (SEE SPECS) ' " �. SCARFlED SUBGRADE (SEE SPECS) N , N b TYPICAL SPACING 150" Landscape Buffer �-- _R PLANTING kLE 15 Street Dedication ' E (F e Sidewalk _ Ure Planting Strip) ,► = L� Ty III L a n d s c a P e Line of Sight Triangle. _ W E U) 6&B OR CONTAINERIZED SHRl16 (TYP) SET ROOTiCROM AT OR JUST ABOVE SOS. LEVM (TYP) REMOVE BURLAP, WIRE & STRING FROM TRIP 2/3 OF R007SALL ��. c• r �� c 1 1:1 &M 1 �`;;� Ll. north 0 101v0 110 SCALE: I"= 20' BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE H WY X1300 SURUNGAME -- CA -- 94010 E TEL (650) 692 -991 ■ FAX (650) 692 -0181 aF Glenn Takagi Landscape Architect 18550 FirbwWs Way N. Suite #102 S horeline, WA 98133 (206) 542.6100 FAX: (206) 546_1128 n tr i n t REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY A'' FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTiON DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, t-MISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL WMEDIATEL`' BE REPORTED TO THE ARCNITEC7 OL D O ,��� CI Q p Q Z W L m Q � af Z O Q QO z 00 � � ? CY) Z d C� � Q C Z o W OD Y .---- U W) �.. DIAIE Am 110. L 1.04 9mv t vv or � �..� ..+�....n_�,4.�.r �_..� _.+►. __� _.- � - .�►-'-��. ..1! ��i -.�• ....__ Sri+., .�� .�....T�+_. .w�'+r�.� - .v�l- �.1�'�.A..��-- —1 .�... '��+. �.� - _ � -� _- �., � -v .�. �_.�� w...r - ..r..,�— r..�- �.�. -..— -�s+�. -.ww.. ...�. - -'� ._ �►l.rT.�+.�a <e.._ +..�- w.a.�v. .+c ..v - +w �►.r. �...y. .�.. - .�-. ,� - ,- .- +- -�•.►- +.�� �.�..�.+�►rr.���.�_ � _ - _____�-�� �-- �� ,i- �.,...�, �_ 4 0 KEY MAP 4 i 0 S � h VC +(oJ 11 �1 * Planting soil for shrubs /groundcovers shall be deemed as new topsoil /compost cultivated into existing prepared subgrade. Trees shall be pit planted with prepared planting holes being a minimum twice as wide as the rootball and at least nine inches (9') deeper. * Soil Preparation: Cultivate shrub bed subgrade to a minimum depth of eight inches (8 ") and dean /remove oil rocks, roots, debris over two inches in diameter. Loy a two inch (2 ") depth of compost /topsoil over entire bed and till again to o minimum depth of ten inches (10 to incorporate Compost thoroughly into grade. Loy two inch lift of Compost and till again. * Fertilize di instilled plants during backfill operations with 4 -2--2 Agro Transplanter and Agriform Plant Tablets as recommended by Manufacturer. * Substitutions or changes in materials and placement shall be made only on the written change orders as agreed between Contractor, Landscape Architect and Owner. * Mulch all beds with a minimum 2 inch (2 ") depth of approved 'mulch'. * Stake trees as directed by Landscape Architect. * The Landscape Architect retains the right to inspect trees, shrubs and groundcover for compliance with requirements for plant size and quality at any time. This includes but is not limited to size and condition of rootballs, root systems, insects. latent injuries and defects. Remove rejected material immediately from project site. * Replacement of Plantings: Remove from site and replace with new planting, at your expense, any plant that is either dead or in unsatisfactory condition, as determined by Landscape Architect as soon as conditions permit within normal planting season. All replacement plantings are then to be under reinstated guarantee period, as specified. Identify these replacements and take whatever necessary steps to prevent similar demise of plant materials. * Warranty: This Warranty shall include replacing and planting some size and species of plant material shown on Drawings that is designated to be replaced by the Landscape Architect. Except for loss due to excessively severe climatological conditions (20 year weather charts),, installed plant materials ore required to be guaranteed until the end of one growing season against defects and unsatisfactory growth, except for cases of neglect /abuse by Owners /others. All plants replaced shall be reinstated under plant guaranty conditions. GMER NOM * Coordinate work with other trades as required. Determine location of underground utilities and perform work in a manner which will avoid possible damage. Coordinate with Utilities Underground Location Center and Owner for locations of existing underground utllitkn4 etc. servicing or routed through the site. * Provide protection of all property, persons, work in progress, structures, utNities, walls, walks, curbs and paved surfaces from damages incurred arising from this work. The Contractor shall pay for any such damage at no additional cost to the Owner. * During construction, keep pavements, building dean. Protect site and adjacent properties from damage due to construction operations, operations by other Contractors /trades and trespassers. Unfinished and completed work shall be protected from damage by erosion or truing, and proper safeguards shall be erected to protect the Public. * Staking and Layout: Immediately notify Landscape Architect in writing of any vWance between plans and actual site. Landscape Architect has the right to adjust the location of elements. Verify layout with Landscape Architect prior to any installation work. * Verify installation conditions as satisfactory to receive work. Do not install any site elements untl any unsatisfactory conditions are corrected. Beginning of work constitutes acceptance of conditions as satisfactory. When conditions detrimental to plant growth /constructed dements, are encountered such as rubble fill, , adverse conditions, or obstructions, notify Landscape Architect. * AN new planting areas to be serviced by an automatic irrigation system. W Retain Existing Vegetation --r c am NMI --->< 7–L -- + , I 5 Plane iper and Grou dco r Existing Lon on one trees Ju per _ t Rem ain. Groundcover to R mai . - 5 Plane +' _ - a a verh ad werl e .0 a ' Plan + - -- - •- _ • w - Along So. 164th Street. increase sizes of trees to the following sizes: Acer griseum ® 3' dia., Acer compestre 1 4' dia. and Pinus contorta ® 8' -0' hgt. min. � -- - -� / Ole N N " p / C N + one E --- 15 . 0 0 N 1 � • Q Landscape Bu ffer 11 11 — 11 M M 150 - 11 Pin Street -- - ` +,, •,` , + + _ Dedication 1 P ine + � (Future Sidewalk r— + + _J – -- --- – –� _ _ _ _ Future Planting Strip) – .. 0 Pin –� -- -- -� -- I Line of Sight Triangle. TV IIILandS PLANT LEGEND Oty Symbol & tgoical /Common Name Siizelgemorks Trees 1 Acer griseum / PAPERBARK MAPLE min.2" cal., high branched 238 20 Acer c. 'Queen Elizabeth' / HEDGE MAPLE 1 Colocedrus decurrens / INCENSE CEDAR 6 ° ercidiphyllum japonicum / KATSURA 51 Pinus contorts con 'Zorta / SHORE PINE 3 seudatsugo menziesii / DOUGLAS FIR 3 IPyrus ca!leryono `Trinity' / FLOWERING PEAR Shrubs 8 Arbutus unedo 'Compocta' / ST RA TREE 23 D ap t ww b. 'Card (Mackie' / ROCK DN"W 275 * Epw+necfium V. 'S+ *h ureurn' / B S olIOPS CAP 222 'O Euionyrrms a. '/ W*4= EUONYiMUS 424 �C ilex G ' ' J JiIPAK HOLLY .238 NV ` - ` PACWX Vx MYRTLE min. 2 cal., street tree form 7 min. 6' -0' hgt. 206 2-1 cal. / single trunk. 7 strut tree form min. 6' -0' hgt. 36 ruin. 6' – W. min. 2' col_, high branched rain. 30' hgt_, upright 2 4" hgt_, spr. 1 gal_ min. 24' hqL, spr. rain. 18" spr. /compoct �. M' h9L. wp .252 10 5 166 Myrica califomica / PACIFIC WAX MYRTLE Miscanthus s. 'Yoku Jima' / MAIDEN GRASS Nandina d. 'Compacts' / HEAVENLY BAMBOO Pieris japonica / ULY OF THE VALLEY SHRUB 0 Pinus m. 'Pumillo / MUGHO PINE 4& Potentillo f. 'Moonlight' / CINQUEFOIL • • • • • • • ' • • • . .+ . - o • •��� 37 C' Viburnum tirtus 'Spring Bo�ique!t' / LAURUISTNrUS - - ' Coreops s verti cillato ~ Moorobeorn' / COREOPSIS Q Junilperus c. 'San Jose / SAN .. JUNFISR 0 MctoM npt'rioa '! lvG CKPOKX IMcMania repens / C RE13311l lVAfo*M min. 30' hgt., upright 2 gal., full min. 24' hgt. min. 30' hgt. min. 21' spr., non– sheared. min. 18" spr. /C ompact to � 1 �• i r Pennisetum a. 'Hameiyn' DWARF FOUNTAIN GRASS 1 gal. 0 24" O.C. Lawn / Sod EXISTING VEGETATION � " IST*C TREES min. 15 spr. /compact . min. 21 spr. /compact ` min. 12' spr., horiz. form min. 24' h9t -lCCNIP �.. 1 gal. 0 24' O_C. Plaint sires are spec:if'+ed per the Auv erie.an Starxkwd for KA soy Stock, - —16ay 2, 1986 spa iso ed by the 1 gar. 0 24' tri. spacing Arywicain Associa Of Inc. • 24 O.C. 0 � � for tr a" So. 0 160 w Acer 4°t 10 r (11M, AM � 4 Rio. and iks cantata 40 1 9�L • 15' O.C. f'—T h9L Alin. 0 Plant geanwe't, wwownt the entire a MEOW : L1.5 0 a • 0 10 40 SHEET L1.3 MATCHLINE 0 1 Type II Landscape north 0 10 SCALE: I" = 20" SLUNK DEMATTEI ASSOCIATES ARCHITECTS AI A 1555 BAYSHORE HWY *300 BURUNGAME — CA — 94010 r TEL (650) 692 - 9911 FAX (650) 692 -0181 ■ ar Glenn Takagi Landscape Architect 18550 Fis wxk Way N. Suite Af02 Shoreline, WA 98133 (206) 542 -6100 FAX: (206) 546 -1128 o n 'r i n Set 4.26.05 KVISM DATE IT !S THE RESPO NSIBIi iTY OF THE CONTRACTOR TO VERIFY A,- FIELD CONDITIONS AND COMPAPC' THEM WiTH THE CONSTRJCT;ONv DOCUMENTS BEFORE COMMENCINv; AC T IViTIES. ERRORS, OM?SSiON.:, OR ANY OTHER INCONSISTENT! : ES DISCOVERED SHALL. UMEDIATEL-Y BE REPORTED TO THE ARCHI'E!�" D 0 J Q o Z w W __J m J C Z Q O � r 1 ao v Z °0 ,c ' OD Z Z JQ C: Q 3 _ -- Q D Q Z I– J 0 3 W ao Y .� U D OIr► ,SOS tea 105 0 ■o MO ~MM FOR uz/Aca Fa ALL UW1001= r IRRIGATION LEGER S_ bol Item 10 C HUNTER ICC -4800M (Metal) Coord. Location with r Land. Archt j Owner General Contractor (Electrical Service). Is 1b _ P.O.C. (Point of Connection, see detail, including master valve) r _ 6 MANUAL DRAIN VALVE (at mainline low point) O RAINBIRD 44LRC QUICK COUPLER VALVE (LOCATE WITH P.O.C.) ,' - Y `' ,. u • ' GATE VALVE VALVE NUMBER # XX RAINBIRD PEB Auto Valve with PRS —D GALLONS PER MINUTE '•fir - ( TYP. - VALVE SIZE VAN VARIABLE ARC NOZZLE i ;' r W ® RAINBIRD 15 EST (1806) PCS as required `' ! < E3 RAINBIRD 15 Strip p CST {1806 }. PCS as required RAINBIRD 15 Strip Series -15 SST (1806). PCS as required HUNTER PGP ( #2 Nozzle -29' O 30 psi) ROTOR -� HUNTER PGP ( #2 Nozzle -29' O 30 psi) ROTOR U RAINBIRD 15F 1806 0 RAINBIRD 15TT 1806 J ' w - e RAINBIRD 15H 1806 ' (D RAINBIRD 15Q 1806 O RAINBIRD 12F 1806 O RAINBIRD 12TQ 1806 3/4n 0 RAINBIRD 12TT 1806 0 RAINBIRD 12H 1806 - RAINBIRD 12T 1806 ..� - - - t 3 ® RAINBIRD 12Q 1806. ' { -` RAINBIRD 10F 1806 e O RAINBIRD 10H 1806 RAINBIRD 10T 1806 _ �- 3 J (j� RAINBIRD 10Q 1806 /4" _- 3 /4 '0 RAINBIRD 8F 1806 ' - 1 - 1/4" -�- RAINBIRD 8H 1806 -/4. C�} RAINBIRD 8Q 1806 - 3/4 Schedule 40 PVC sleeve, 4" diameter Mainline: Schedule 40 PVC Lateral: Schedule 40 PVC PIPE LAYOUT IS DIAGRAMATIC. MAINLINE SHOWN OUTSIDE BEDS FOR GRAPHIC CLARITY. INSTALL MAINLINE AND VALVES WITHIN PROPERTY LINE. i 2-1/ fIR''S I=fwai To @WML Umn ?-01EL lr aR ofs ►111 W WAW fsil~fT MOAN STOWSMa 50" Uhf 1O fMfrfff APPO A01- E peola ,s" fE/fIIM � 1lffO AMM IM FOUMM 100M W MW M WN 1 ifO1 E SOIS'il �M. 00 IfI� f�'11flO mE A MI 1R/3 dt IIOM dr MNE 1 M 1Af�� f�l I<MO friAY fE �� f� NOES �'fO C (FEEDER ROOT_,2QW �1M 43F #WAVY @0W%N1' MO/0 S10CW%Ms GALS SMAEF 1 D APPOWAL. XPIXNECIWPfO MAY E NIW � ff� MM fEAV1r f9f�l�R Mid As E � 11>BIOI �>N Mfl?,/3�1��mECM� bl LYM» /4 4 3 / 4 ; , y J , ^nK 1 -1/2' 62 /rte , -1!L i , 39 65 4 61 , 1-112 ) NOT TO sCUE -: - , _ - _, • . ,• / . ; - 17 41 47 •• , , , . , • ' ,, 2-1/2 p 37 50 40 47 3/4 - ,� 2" 2 • 1 -1/2' 1 -112" � y � 1' / �" i \ op 1 -1/4 3/4 \ �i 3 / 4 �►� . 1-1/4 2--1 / e 1-1/ 4 r _ 3/ A rS 3 4 0 , 3 4' / J f . t MATCHLINE 1- 1/4 1 4 -� . i �� ''' � a■� ,,rte � � � � � :�� � - r it SHEET L2.2 L2.0 /, . ,� . t 'fit -� a t i - - � i F •" i -_1S_ � r -i� 3 KEY MAP 0 • r ,t O s g s 16 C 0 .north • _ 2W BLUNK DEMATTEI ASSOCIATES ARCHITECTS AI A 1555 9AYSHQRE H WY #300 BURUNGAME -- CA — 94010 ■ TEL (650) 692 -9911 FAX (650) 692 -0181 or oor awro Glenn Takagi Landscape Arc hdW 18550 Friends Way N. Suite #102 Shoreline, M 98133 (206) 5425100 FAX: (206) 546 -1128 C onstruction Set 4.26.05 Wwsm DATE IT IS THE RESPONSIBILITv' OF THE CONTRACTOR TO VERIFY AL- FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISS ONS OR ANY OTHER INCONSISTENCIES DISCOVERE SHAT! IMMEDIAT_L`• BE REPORTED TO THE ARCHIT` - C r f, r --• T C: V Z Q Z� _j W CL M Q cr z z 0 Q <ao 0 z 00 -- r La ao F— z 4< Z Q Q Q_j3 � z C:) W C4 OD DAB JIM "M 2,0 0 f r 1 -1 /4 • r , } 1 i i 1 -1 /4 •1�1 4� 1 / , Ift fm 1' PLAN 1 TREE PROTECTION r Is 1b 1' PLAN 1 TREE PROTECTION IRRIGATION L EGE V�D �ymboL Item Cam HUNTER ICC- -4800M (Metal) Coord. Location with Land. Archt./ Owner General Contractor (Electrical Service). `� P.O.C. (Point of Connection, see detail, including master valve) 6 MANUAL DRAIN VALVE (at mainline low point) U RAINBIRD 44LRC QUICK COUPLER VALVE (LOCATE WITH P.O.C.) GATE VALVE RAINBIRD PEB Auto Valve with PRS- -D W C � Z N VALVE NUMBER 9 XX -...GALLONS PER MINUTE ---� - (TYP. ) -X/X• VALVE SIZE VM VARIABLE ARC NOZZLE U W RAINBIRD 15 EST (1806) PCS as required L ; RAINBIRD 15 Strip Series --15 CST (1806). PCS as required RAINBIRD 15 Strip Series -15 SST (1806). PCS as required HUNTER PGP #2 Nozzle --29 ® 30 p si) ROTOR - - •. HUNTER PGP #2 Nozzle --29' 0 30 psi ROTOR - RAINBIRD 15F 1806 O RAINBIRD 15TT 1806 E) RAINBIRD 15H 1806 V O RAINBIRD 15Q 1806 - O RAINBIRD 12F 1806 4" - 0 RAINBIRD 12TQ 1806 : - ® RAINBIRD 12TT 1806 --- ---- _— _��___ -___ ® RAINBIRD 12H 1806 ® RAINBIRD 12T 1806 3/4" ® RAINBIRD 12Q 1806 -- __:.3/ Q RAINBIRD 1OF 1806 ,1 -1/4 , e RAINBIRD 1 O 1806 O RAINBIRD 10T 1806 1 -1/2 r C? RAINBIRD 10Q 1806 ' O RAINBIRD 8F 1806 1 = - e - RAINBIRD 8H 1806 r ; C RAINBIRD 8Q 1806 .._ Schedule 40 PVC sleeve, 4" diameter : ► Mainline: Schedule 40 PVC : + Lateral: Schedule 40 PVC r - - NOTE: PIPE LAYOUT IS DIAGRAMATIC. MAINLINE SHOWN OUTSIDE BEDS FOR GRAPHIC CLARITY. INSTALL MAINLINE AND VALVES WITHIN r - PROPERTY LINE. 1-1/2 0 O r !k,c IRRIGATION SYSTEM NOTES * Coordinate work with other trades as required. Determine location of underground utilities and perforn work in a manner which will avoid possible damage. * Provide protection of all property, persons, work in progress, structures, utilities, walls, walks, curbs and paved surfaces from damages incurred arising from this work. Contractor shall pay for any such damage at no additional cost to the Owner. Unfinished and completed work shall be protected from damage by erosion or trespassing, and proper safeguards shall be protected from damage by erosion or trespassing, and proper safeguards shall be erected to protect the Public. * Staking and Layout: Verify installation conditions as satisfactory to receive work. Do not install any site elements untl any unsatisfactory conditions are corrected. Immediately notify Landscape Architect in writing of any variance between plans and actual site. Landscape Architect has the right to adjust the location of elements. Beginning of work consitutes acceptance of conditions as satisfactory. Layout of valve boxes is especially critical for visual and maintenance needs. * Irrigation Plan is drawn for graphic clarity. Adjust pipe, valves and sprinkler heads according to field conditions and plant locations. Coordinate location of Valve Boxes with Owner. Install no more than two automatic valves per box. * Contractor shall verify all dimensions, quantities, avalable water pressure and volume, locations, sleeving and conditions prior to bidding and start of installation. During layout, consult with Landscape Architect to verify proper placement and make recommendations where revisions are advisable. in coordination with King County Water District 125 (206) 242• -9547, we have assumed the following: water pressure of 65 psi, 2 water meter along Tukwila International Blvd. with a 24' service line and a 1 r water meter along Mlitory Road witho 2" ser%Ace llkm * System shall provide full coverage on all areas less shrub interference. It is assumed that the Contractor wall exercise professional judgement in location, height, and slope of sprinkler heads. System not to be operated during periods of hight wind. • Piping shown in parallel may be installed in common trench. • Mainline PVC pipe shall be Schedule 40, buried at a minimum 24' depth. Lateral PVC pipe shill be 40 and be buried at a min. 18" depth. Unless stated,min. pipe size is 3/4 . • AN valve equipmerit shah be placed in valve boxes. • SWeving shall be four inch diarwter (4 Sch. 40 PVC. Extend 6' past the edge of concrete flotwork /wads. ft WOW WT" pace spribm heads two incfies (2 fr om edge of walks, and twelve (121 from walls. • At heod— in— parsing, set spray hoods 12' in from curb. • Instal a vWdess Mini —Gilt rain sa mor_ * Instal 14--1 drect burial wire cant' woux no one hot wire to each vdNe and one common wire tfrou each valve, pr'o'vKie one spare wire to each volve. Leave a )oop' of wire at ail turns. 0 System is for winte so compr air. Do not wn automatic a Wall S. h Ist nx wd *aii 1 vdvlS on bile in glow points to tr watate and repairs. DraRS shat enWty into g raMd sunk (mi0L 3 aLfL) at a 455 degm ar9e. 1 2 IF EXISTING IRRIGATION 2" I SYSTEM IS VIABLE, REPAIR : 1 --1 /40 - J AND REUSE. COt4NECT TO NEW MAINLINE AND : CONTROLLER. � _ � � � ; ------- - - - - -- _ _ •- . /4 3 / ; w6 j s 1-1/2 * Prior to backfriling, the Mainline shall be subjected to a hydrost pressure test of 150 psi. To be valid, all tests must be performed l • _ - _- - under the direction and supervision of authorized personnel and - reviewed by Landscape Architect maximum allowable drop is 5 psi 1— - ! a�✓ _ ' a 30 minute test_ Coordinate testing operations /procedure with Landscape Architect. 1 * Before sprinWer system will be accepted, the Contractor shall - perf orm a cover test in the presence of the Landscape Architec ,1 • = 1 Contractor is response to change, adjust nozzles to obtain a i • - __ - - ` balanced system with full coverage and a minimum of oversproy s i The system shad be warranted for aN labor and materials for a - - period of one year from the dame of substantial completion of the ! • :•-} ' . system as docurrmted b • a skywed and dated copy of acceptance from the Landscape Architect. The warranty shah rndude fling I rqxwing settlement of soil in tranc#►es and any damage t i f • _ _ _ _ piantngs caused by such. Bid shag also include one winterization activation /ad justrr+ent_ -- -- 1 - 1 / and oca•rate ' • 'Record ' �epare o cor�r�plete, legie 1 ___ _ _ _ _ ' • - • . " of 'as bull' drawings as hstabtion We any utilities. • e dranoge encow terect `As built' d WWW ogs shol be submitted to - .= L ,Architect /omw for rtrievr prior to final insrpection find t_ Canb octar sirai! be for drowkq to an 11 X 1r oorrnnt color ft statim/*= aid —��� .: ` 1 -1/20 MATCHLINE l la1111b a in heavy plastic. Sr, tats to obc include all! ir +� � o■� m ab aft �'- SHEET L2.3 ft e j M t � �X' 70 KEY MAP north r M V r i" = 2W L2.1 4 I • ! 0 SLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 9AYSHORE HWY *300 i9URUNGAME - CA - 94010 TEL (650) 692 -9911 FAX (650) 692-0181 ■ Glenn Takagi Landscape Architect 18550 FMwxis Way N. Suits 9102 Shorekw, WA 98133 (206) 542 -6100 FAX (206) 546 - 1128 onstruction SIt 4.26.05 FEWS N DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES_ ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT =_ n Ct. OF �r -J O rif, ! I C 0 Q o Z W W cr m Q Z Z O �c ao 0 U Z ab --- F- Z rn Z JQ QTr � 0 O � Q Z o N 3 W 00 Y h � or►IIE - 01 Z L 2 Is i r 0 0 � � %C 0a G '& MATCHLINE , .* . IRRIGATION w w■w ww ww■ � � � r■w � :ww■w � / �■� � ew■� �■� www � � www � � � wwi -�� � � r � ,� � � �••• � �� SHEET L2, O 3/4 3/4 LEGE N f 1 -1 4" Swnbol Item 3/4" HUNTER ICC- -4800M (Metal) Coord. Location with Land. Archt./ Owner General Contractor (Electrical Service). �� P.O.C. (Point of Connection, see detail, including master valve) 6 MANUAL DRAIN VALVE (at mainline low point) WITH P.Q.C. ( LOCATE ) , �- / 3/4 RAINBIRD 44LRC QUICK COUPLER VALVE W GATE VALVE A V " 1 X3/4 ". Valve w i t h t PR S - D EXISTING 2 IRRIGATION METER ---� �•-- / 3/4 a 3/4 , 3 / 4 RAINBIRD P EB A uto a Iv » VALVE NUMBER # XX GALLONS PER MINUTE NEW POC (USE A 'SUPER JUMBO - ---` —� / r ��, _ ;� 3/4 ..� (TYP.) - N VALVE SIZE BOX (17" X 30 ") m 3/4 _� VAN VARIABLE ARC NOZZLE 3 _ `--- -' f , L1J �' _ _ W / /» A RAINBIRD 15 EST (1806) PCS as required ,� ,�, - � - I 3 4 � � - �- - -- - ,' � • _Q o RAINBIRD 1 5 Strip Series -15 CST (1806). PCS as required 1 • • � • • 1 -1 /4" 1 - /2 IR B D 5 Strip Series -15 SST (1806). PCS as required = -. _ _ _ -.,,_ =- _ _ _. _ _ _ _ _ _ _ _ _ � • • - _ RAIN 1 ` -" ___ _ __ • HUNTER PGP ( #2 Nozzle - 29' 0 30 psi 2 2 - 1 4 ROTOR / " " Cn 1 ,." 1 -1 1 1 HUNTER PGP #2 Nozzle -29 ® 30 psi ROTOR �» 35( , 3/4 / - - _ _ I » » G) RAINBIRD 15F 1806 ," �` 1 1 -1 /4 "t 1 -1/2" 1 -1/2" �' 1 1 /2 1 1 /4 3/4" _ e RAINBIRD 15TT 1806 1 „ 3/4 _ 3 4 34 + �� '. t - - 8 RAINBIRD 15H 1806 / / 3/4 " �� -1/ RAINBIRD 150 1806 q 33 11 34 17 -. _ . / - / 1 / 4 " 1/4 U RAINBIRD 12F 1806 1 3/4 ---1 4 a RAINBIRD 12T 1806 ;. 1 r _ - RAINBIRD 12TT 180 . , . , �t! .. _ - . 1 ._ _ ` , . ,±: - ~.r• .- 9 6 ` 3 / 4 32/43 Y f 31 33 „ ® RAINBIRD 12H 1806 / 1 -112" k1 - 112 3/4 -. 30 29 ® RAINBIRD 12T 180fi t » 3 4" - " RAINBIRD 12Q 1806 29 � 10 /4 / 3/4 3/4 / / / 4 /4 " ' ..�� � - � - • ® r" _ »1 1 ' O RAINBIRD 10F 1806 28 " / 1 2 .. - _ • - _ _ » . , " � 1 ! 1. 13 RAINBIRD 10H 1806 -1/4 4 RAINBIRD 10T 1806 1" 2 „ :3 4» 27 41 2 1 / C� RAINBIRD 100 1806 �, �- - • i O RAINBIRD 8F 1806 1 -1/2" / , 3 4 / 3 RAINBIRD 8H 1806 f l 3/4 C�• RAINBIRD 8Q 1806 » II __ „ GATE VALVE 3/ 2 3 4 - •= Schedule 40 PVC sleeve, 4 diameter J !� 3 4 ' Mainline: Schedule 40 PVC Lateral: Schedule 40 PVC •��! i / 2 " - VAN ` / r / . PIPE LAYOUT IS DIAGRAMATIC. MAINLINE SHOWN OUTSIDE BEDS FOR GRAPHIC CLARITY. INSTALL MAINLINE AND VALVES WITHIN PROPERTY LINE. IRRIGATION SYSTEM NOTES * Coordinate work with other trades as required. Determine location of underground utilities and perforn work in a manner which will avoid possible damage. * Provide protection of all property, persons, work in progress, structures, utilities, walls, walks, curbs and paved surfaces from damages incurred arising from this work. Contractor shall pay for any such damage at no additional cost to the Owner. Unfinished and completed work shall be protected from damage by erosion or trespassing, and proper safeguards shall be protected from damage by erosion or trespassing, and proper safeguards shall be erected to protect the Public. * Staking and Layout: Verify installation conditions as satisfactory to receive work. Do not install any site elements until any unsatisfactory conditions are corrected. Immediately notify Landscape Architect in writing of any variance between plans and actual site. Landscape Architect has the right to adjust the location of elements. Beginning of work consitutes acceptance of conditions as satisfactory. Layout of valve boxes is especially critical for visual and maintenance needs. * Irrigation Plan is drown for graphic clarity. Adjust pipe, valves and sprinkler heads according to field conditions and plant locations. Coordinate location of Valve Boxes with Owner. Install no more than two automatic valves per box. * Contractor shall verify all dimensions, quantities, available water pressure and volume, locations, sleeving and conditions prior to bidding and start of installation. During layout, consult with Landscape Architect to verify proper placement and make recommendations where revisions are advisable. In coordination with King County Water District 125 (206) 242 -9547, we have assumed the following: Water pressure of 65 psi, 2" water meter along Tukwila International Blvd. with a 2r service line and a T water meter along Mlitory Road witho 2' service line. * System shall provide full coverage on all areas less shrub interference. It is assumed that the Contractor will exercise professional judgement in location, I;eight, and slope of sprinker heads. System not to be operated during periods of hight wind. • Piping shown in parallel may be installed in common tren &. • Mainline PVC pipe shcl! be Schedule 40, buried of a minimum 24' depth_ Loterai PVC pipe shall be Schedule 40 and be buried at a min_ 18" depth. Unless stated,min. pipe size is 3/4 * All val equipment shall be placed ir vdve bcxes. * Steeving shat! be four inch diameter (4 - ; Sch. 40 PVC Extend sleeve 6 past the edge of concrete flatwork /waNs. * pie heads two kK:h s (2 from edge of walks, and twelve (12 trout "s. • At hood -in- parkin% set spray heads 12" in from curb. • Instal a wir+dess Mini -O& rain sensor. • instal 14 - 1 & ect burial wire continuous; run one hoot ire to satin valve arnd one eorrtmort mire tlrauc t itoch valve provide one spare wire to each vla11ve. Leave a 'foap' of wire at am n±virniine turns. Systernn is for wmtw4otion w tt+ coon air. Do not use outanx tic loin votve& tnstaf marnud drroin valves on Moi A to in low points to 11 1Ll to dr+oirmne and re,panr& Drains #xO errnpty into �rvvd soaps (!aik. 3 cu k) at a 45 degree w4& 261/��o 1 -110 24/ 3/4 " - - r " 3/4 1 -1/4 / -1/2 ri_ rti I' f -1 / 1 -1 4" 1 1 3 4 3 4 - 1 „ 3/4 - _ .. » » -�-� -- - - - F T - / / - - f -- _ -- , / } 2 -1 /21P / 0 GATE VALVE 7 /28 T' 7 V 7 27 ' t . - _ . 3/4 :.1 3 4- 1 3/4 -- •---- - - - - -= - » ---f' = _ 3/ l l 3/4 �--�� " f i1 - 4 1 -1/4 C , , -i i 1-1/4 3/4 3/4 3 4 _rt /2- 1 - 1 /4 - _ • / 21 el 5 , Prior to backf1ling, the Mainline snail be subjected to a hydrostatic a . pressure test of 150 psi. To be valid, all tests must be performed q y -� supervision of authorized personnel and 1 24/ 46 � under the direction and su 4» Pte+ P� � - - X0.•3/ � - reviewed by Landscape Architect maximum allowable drop is 5 psi in 1 112' c 30 minute test. Coordinate testing operations /procedure with 2.. Landscape Architect. 3 /4 * Before sprinkler system will be accepted, the Contractor shall perform a coverage test in the presence of the Landscape Architect. w Contractor s responsble to change, adjust nozzles to obtain o f . balanced system with fu coverage and a rrvinimurn of ove spray. The system shall be warranted for oil labor and materials for a period of one year from the date of substantial completion of the ` - - - - - - - - _ _ - _ _ _ _ . _ • -; system as docurrwted by a s*ed and doted copy of acceptance ! - - - - -- - - • . ' from the L Architect. The warranty Ix N include~ oiling and r Settkfne�it Of S In tTenClleS and an tC r^9 repairing y darnoge r p�arttings eoi by such. Bid st nal! also include one winterization and "'Z �IA octivation /od justment. 'Remora Drawings'. Prepare a complete, 1e9be and oc oxote set of 'as butt' OF OWN Igs 0:5 Instalation prlooeeds. Note any utiities, fill enCOUn 'As built' %X -- ngs 3hal be submitted to Archit /owner far review prior to TWK 6 XR6XI 9M find pa Controctor shad be *owing tc an 11 x 1r format, color code the stotion/1 nw and WWI kwwi hate ir, heavy 00136 C. Serbrnittals to abo irnclude d and equipment `ovtaioque cuts descriptions'. :norm 10 SCAM • w 1' = V • BLU N K DEM ATTEI ASSOCIATES ARCHITECTS AIA 1853 BAYSHORE HWY #300 BURLINGAME — CA — 94010 TEL (650) 692 -9911 FAX (650) 692 -0181 516 1 No► Glenn Takagi Landscape Architect 18550 FWands Way N. Suite # S horeline, WA 98133 (206) 542 -6100 FAX: (208) 546 -1128 Construction Set 4.26.05 W. REVISION DATE T IS 7HE RESPCNSIB;�_:TY ; ac HE CON'1 TO VERIFY A ='.END CONDiT ONS AND CO TtiEM WITH THE CONS- RUC''ON �OC:JMENTS B CO M M-`G E \ 'N AC7 ATIES. ERRORS, OW S:'"NS DR ANY OTHER INCONSISTENCIES DISCOVERED SHALL WMED ;A'E;Y BE REPORT: .0 THE ARCH: EC' ! CF 2 , 0 • rc,4 J Z Q o ZW W : m Q (� Z Z Q O F OD 0 U Z aD -- ED ED 00 F— z Z�Q < Q -- Z W O DAZE JOB "M L 20 SMI or r IRRIGATION —EXISTING 1-1/2" METER IRRIGATION METER LEG J" NEW POC (USE vAULT No. 25–T, available 1 /2 I m Symbol 2 at Utility Vault Co.) te 3/4" 2 10 C] HUNTER ICC-4800M (Metal) Coord. Location with L /4 Land. Archt./ Owner/ General Contractor (Electrical Service). 3 4� 1-1/2 1-1/2 Vh;:] P.O.C. (Point of Connection, see detail, including master valve) VAN MANUAL DRAIN VALVE (at mainline low point) AA 62 O RAINBIRD 44LRC QUICK COUPLER VALVE (LOCATE WITH P.O.C.) It GATE VALVE 3/4 3 4 1 RAINBIRD PEB Auto Valve with PRS–D 7 2 rl VALVE NUMBER �-y .. .. .. : _ � __ ,; _GALLONS PER MINUTE XX (TYP.) k VALVE SIZE X 3 40 VAN VARIABLE ARC NOZZLE A RAINBIRD 15 EST (11806) PCS as required 1-1/2 3/4"� 27 o RAINBIRD 15 Strip Series-15 CST (1806). PCS as required 1 j /4 3/4" RAINBIRD 15 Strip Series-15 SST (1806). PCS as required HUNTER PGP (#2 Nozzle-29' 0 30 psi) ROTOR /4 HUNTER PGP (#2 Nozzle-29' 0 30 psi) ROTOR 4 �27 6 rl22 k1 -1 (D RAINBIRD 15F 1806 0 RAINBIRD 15TT 1806 7 4 E) RAINBIRD 15H 1806 G RAINBIRD 15Q 1806 1_1/ @ RAINBIRD 12F 1806 0 RAINBIRD 12TQ 1806 RAINBIRD 12TT 1806 ® RAINBIRD 12H 1806 I I 1-1/2 RAINBIRD 12T 1806 RAINBIRD 120 1806 i i 8 2 0 RAINBIRD 10F 1806 3/4 e RAINBIRD 1 OH 1806 II 10 RAINBIRD 10T 1806 II Q RAINBIRD 10Q 1806 0 RAINBIRD 8F 1806 RAINBIRD 8H 1806 RAINBIRD 80 1806 Schedule 40 PVC sleeve, 4" diameter Mainline: Schedule 40 PVC Lateral: Schedule 40 PVC 3/4 --VAN VM so /4 3/4 V#* 4 3/4 7 0 Z z 3/4 /4 ' 1— /4 —1/40 /2 3/4 +1 * �'3 4* 4 35 2 1-1/4 NOTE: PIPE LAYOUT IS DIAGRAMATIC. MAINLINE SHOWN OUTSIDE BEDS FOR GRAPHIC CLARITY. INSTALL MAINLINE AND VALVES WITHIN PROPERTY LINE. A C � s *400 %Owl 3/4 1 -1 "%-3/4w WA400 ti • -0 0 LA /4 Ld Siam 0 is Ilk �. o \ 'of z 4L_ ik6 tz A. Ar t 7 KEY MAP --� �� MATCHLINE - _ _ _ -,� : . SHEET L2.5 north SCAU: I" 2W Q L2.3 BLUNK DEMATTEl ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURLINGAME - CA - 9401 TEL (650) 692-9911 FAX (650) 692-0181 ■ W Glenn Takagi Landscape Architect 18550 Fidands Way N. Suite #1 02 Shore fire, WA 98133 (206) 542-6100 FAX: (206) 546-1128 o,nstruction SeL 4.26.05 KVISION DATE ,T !S T_yE RESPONS!BiL :7' OF' 'r! CONTRACTOR OR 7"" \. A: L � CON'Dii 70NS AN[) COVPA� F "HP-M WTH 7-4P f" DOCUMENTS 'A. -',- T i'V1 T E_ S. E RR O R S . 0 M! S S '-"' N S �,R ANv 0 %'C0NSiS D I SCO VERED SHALL MMEDA BE REPOR P D 0 C c a Ea z Q a < z > LAj W _j D Cl ft 0 CD Z 0 < 00 Z 00 00 z < Z < O � Q — z o �'_ Lj OD o D DAIE JOB "a 3"M • 0 r %c ua Lol 2a MAINLINE NOT TO SCALE "MI , MATCHLINE SHEET L2.2 • 13�4 " 3 / 41 ' i i 3/4t» ; . A amoo N FINISH - AOE 1 -1 /4 1 " 3/4 3 / 4 " - 1 _ 1 /4 PVC TRIPLE Pon- CLEAN, COMPACTED NATIVE ? - /4" ` BACKFILL MATERIAL 18550 Firlands Way N. HEAD DETECT —A —TAPE (BLUE) t BACKFILL 3/4 , BACKFILL MATERIAL w N FAX: (208) 546- '— SWING - 3/4 -' JOINT & SANDAOR APPROVE NO. HEAD W/ 1 BACK LL MATERIL) SAND 2' 19 56 1 i AC_!. . �%-. ERRORS, OM; c-, - ' OR ANY C IN00NS!S7ti',.iEE PVC MAIN LINE „ -112" 2--1 / t' p : LATERAL BUNDLE CONTROLLER LINE 2 WIRES UNDER MAIN LINE dt LL NOW OPPOSITE SIDE FROM ' EXCAVATE SWING JOINTS (WHEN Q t LATERAL LIN 2 b LATERAL do MA N SHARE > NOT TO SCALE TRENCH) m it d z Z <00 o WIRES TO MAIN UNE 2a MAINLINE NOT TO SCALE "MI , MATCHLINE SHEET L2.2 • 13�4 " 3 / 41 ' i i 3/4t» ; . A amoo N FINISH - AOE 1 -1 /4 1 " 3/4 3 / 4 " - 1 _ 1 /4 ASPHALT, CONCRETE OR MASONRY TACK —SEAL SAW CUT 6 "MIN PAVED FACE- JOIN T ; OMPACTED NATIVE z BACKFILL J MATERIAL cow 5/8 "MINUS I CRUSHED N ROCK BEDDING PVC SLEEVE WITH MAIN OR NOTES: i� LATERAL 1- SLEEVE SIZE AS LINES SHOEN ON PLANS OR 2-SLEEVES t CONTROLLER REQUIRED UNDER WIRES ALL PAVED AREAS 3 SLEEVE TRENCHING NOT TO SCALE 3/4" -' 1-1/2 1--1 /4" 1/4 0 GALV THREADED i U —BOLT W/ NUTS do WASHERS (TYP) 3/4" ` BRA 1' PLA VIEW FINISH /4" 3/4 f r t l LO 10" (MIN) VALVE BOX W/ 3/4 W LOCKING LID ( SEE I ; SPECS) Z _ Lj 0 BRASS QUICK COUPLER o - o� -'�`/v �i_� p��u� p -• o% !�c-'� p`� / VALVE (SEE SPECS) 3/4 Q _ 3 0 OF < — /2 0 WASHED 3/4 " ROCK OVER GEOTEXTILE 2 2" 1-1 1 ,; FABRIC ,,,_ - - — 3/4 - - _- 1' -6 "LONG 1" SCH 80 ' PVC SCH 40 PVC MAINLINE - -- SCH 40 GALVANIZED _ TRIPLE SWING JOINT ASSEMBLY 4 QUIC K . COUPLER -north BED AREAS 0 10 20 NOT TO SCALE SCALE: In _ -- - - 201 VALVE BOX W/ LOCKING LID. EXTENSIONS NOTE: AS REQUIRED. ADD PRESSURE REDUCING VALVE SEE PLAN NOTES. IF REQUIRED. FINIISH GRADE 10" (MIN) VALVE BOX W/ I PIP COCKS TO BE UPRIGHT LOCKING UG. EXTENSIONS = I _ AND EASILY ACCESSIBLE ; AS REQUIRED. �. ORIENTATION APPROVED BY = if i � ; GALV THREADED U -BOLT W/ , . , • . NUTS dr WASHERS (TYP) BRACE PLAN MEW r G BR ASS QUICK COUPLER VALVE (LOCATE IN BOX IF T -25 USED) --10" (MAIN VALVE BOX W/ C--_' LOCKING LID. D(TEXS10NS I i1 i AS REQUIIRED. I .. BRASS NIPPLES ' , 1 —6 LONG ? • SCH W PVC f & t"ONS / '°'EP BRASS �� i BRASS PVC AD 4P � r � ,,,..__ oo>r►BLF �F+EC�c SALVE _ ,DAPS A J �, T ,! •t !, j MY BACKFLOW ' '; E�I PREV 004CE - _ t `----- 1 -1 /Z FEBCO 850 FROM,METER - - MA*#LJ - /ASTER VALVIE - ►, /� 4GATE VALVE , (LOCATE w BOX IF T -25 USED) POINT OF CONNECTION: .7OF <S*/ .XO%fR GEO aEX1lF FANSC DOUBLE CHECK VALVE /BACKFLOW PREVENTER NOT m scrc . ` . , � � : /. �•.; FISH GRI10E • .' , PLASM 1r ou= VALVE BOX W/ w 92ED TO P wwx w%m CLEAR/WCE BETWEN lM ISM "M 0 0E FACE OF pictzgzAim r. Box GAGES T a^�� QUITS ( ' w) COPPER � DRAN�� VALVE � • t SWAT 1'Q _ REDIJC/�G VALVE - _ - • ADAFrOt ASSEMBLY •/ UMM (SEE SPECS) .1 c`. I VVC CEP HME SLOT DRAIN (TVP ) ► r c t 6" CO PAC MM :0 1 /2 0 WASHO RM BASE (OR '� 61DRABI RM FM OPEN BOTMU VALVE BOX NC 0A" 11/3 CU VD OF DRAM ROCK AT 901% altos OF VAUL WM CEP "MA/SLOT PRESSURE REDUCER wISTRAINER (IF REQUIRED RacAic ooaIREr raor aAao-toW vWAXnM ona) NOT ro scAX BLUNK DEMATTEI ASSOCIATES ARCHITECTS AI A 1353 BAYSHORE HWY #300 BURLINGAME -- CA — 94010 ■ TEL (650) 692 -9911 FAX (650) 692 -0181 PVC TRIPLE � SWING - /4" ` JOINT do 18550 Firlands Way N. HEAD 7 " 1r BACKFILL 3/4 , (206) 542 -6100 AROUND FAX: (208) 546- '— SWING - 3/4 -' JOINT & NO. HEAD W/ 1 THE RES P O N SIBILI — 0c- SAND 2' 19 56 1 i AC_!. . �%-. ERRORS, OM; c-, - ' OR ANY C IN00NS!S7ti',.iEE Pv0 „ -112" 2--1 / t' p : LATERAL It 3/ 4 LINE 2 LL NOW OVER Z EXCAVATE r t; Q UNSUITABLE LATERAL LIN 2 b MATERIALS > NOT TO SCALE ' 44 . -1 4 ASPHALT, CONCRETE OR MASONRY TACK —SEAL SAW CUT 6 "MIN PAVED FACE- JOIN T ; OMPACTED NATIVE z BACKFILL J MATERIAL cow 5/8 "MINUS I CRUSHED N ROCK BEDDING PVC SLEEVE WITH MAIN OR NOTES: i� LATERAL 1- SLEEVE SIZE AS LINES SHOEN ON PLANS OR 2-SLEEVES t CONTROLLER REQUIRED UNDER WIRES ALL PAVED AREAS 3 SLEEVE TRENCHING NOT TO SCALE 3/4" -' 1-1/2 1--1 /4" 1/4 0 GALV THREADED i U —BOLT W/ NUTS do WASHERS (TYP) 3/4" ` BRA 1' PLA VIEW FINISH /4" 3/4 f r t l LO 10" (MIN) VALVE BOX W/ 3/4 W LOCKING LID ( SEE I ; SPECS) Z _ Lj 0 BRASS QUICK COUPLER o - o� -'�`/v �i_� p��u� p -• o% !�c-'� p`� / VALVE (SEE SPECS) 3/4 Q _ 3 0 OF < — /2 0 WASHED 3/4 " ROCK OVER GEOTEXTILE 2 2" 1-1 1 ,; FABRIC ,,,_ - - — 3/4 - - _- 1' -6 "LONG 1" SCH 80 ' PVC SCH 40 PVC MAINLINE - -- SCH 40 GALVANIZED _ TRIPLE SWING JOINT ASSEMBLY 4 QUIC K . COUPLER -north BED AREAS 0 10 20 NOT TO SCALE SCALE: In _ -- - - 201 VALVE BOX W/ LOCKING LID. EXTENSIONS NOTE: AS REQUIRED. ADD PRESSURE REDUCING VALVE SEE PLAN NOTES. IF REQUIRED. FINIISH GRADE 10" (MIN) VALVE BOX W/ I PIP COCKS TO BE UPRIGHT LOCKING UG. EXTENSIONS = I _ AND EASILY ACCESSIBLE ; AS REQUIRED. �. ORIENTATION APPROVED BY = if i � ; GALV THREADED U -BOLT W/ , . , • . NUTS dr WASHERS (TYP) BRACE PLAN MEW r G BR ASS QUICK COUPLER VALVE (LOCATE IN BOX IF T -25 USED) --10" (MAIN VALVE BOX W/ C--_' LOCKING LID. D(TEXS10NS I i1 i AS REQUIIRED. I .. BRASS NIPPLES ' , 1 —6 LONG ? • SCH W PVC f & t"ONS / '°'EP BRASS �� i BRASS PVC AD 4P � r � ,,,..__ oo>r►BLF �F+EC�c SALVE _ ,DAPS A J �, T ,! •t !, j MY BACKFLOW ' '; E�I PREV 004CE - _ t `----- 1 -1 /Z FEBCO 850 FROM,METER - - MA*#LJ - /ASTER VALVIE - ►, /� 4GATE VALVE , (LOCATE w BOX IF T -25 USED) POINT OF CONNECTION: .7OF <S*/ .XO%fR GEO aEX1lF FANSC DOUBLE CHECK VALVE /BACKFLOW PREVENTER NOT m scrc . ` . , � � : /. �•.; FISH GRI10E • .' , PLASM 1r ou= VALVE BOX W/ w 92ED TO P wwx w%m CLEAR/WCE BETWEN lM ISM "M 0 0E FACE OF pictzgzAim r. Box GAGES T a^�� QUITS ( ' w) COPPER � DRAN�� VALVE � • t SWAT 1'Q _ REDIJC/�G VALVE - _ - • ADAFrOt ASSEMBLY •/ UMM (SEE SPECS) .1 c`. I VVC CEP HME SLOT DRAIN (TVP ) ► r c t 6" CO PAC MM :0 1 /2 0 WASHO RM BASE (OR '� 61DRABI RM FM OPEN BOTMU VALVE BOX NC 0A" 11/3 CU VD OF DRAM ROCK AT 901% altos OF VAUL WM CEP "MA/SLOT PRESSURE REDUCER wISTRAINER (IF REQUIRED RacAic ooaIREr raor aAao-toW vWAXnM ona) NOT ro scAX BLUNK DEMATTEI ASSOCIATES ARCHITECTS AI A 1353 BAYSHORE HWY #300 BURLINGAME -- CA — 94010 ■ TEL (650) 692 -9911 FAX (650) 692 -0181 h 4i 1 i d � 1� Glenn Takagi Landscape Architect 18550 Firlands Way N. Suite #102 Shoreline, WA 98133 (206) 542 -6100 FAX: (208) 546- o nstruct i n S t 4. 6.05 NO. REVISION DATE :T ;S THE RES P O N SIBILI — 0c- HE CONTRACTOR TO VERIFY ALL 11ELD •; ON570NS ANC CO MZ�APE ''-!EM m'rH THE CONS TR�C" °0N DOCUMENTS 8E='ORE COMME " + -!N AC_!. . �%-. ERRORS, OM; c-, - ' OR ANY C IN00NS!S7ti',.iEE C!SCOVERED SHALL IMMED'ATE -v BE REPOR"E 70 THE ARCH. 7C` t' p : O LL V Z Q Q j ZW > W m it d z Z <00 o Z � F- z rn Z'aQ Y - Z Lj ap DALE Joe Ma if _ _ L 204 SNIXT h 4i 1 i L IRRIGATION LEQ N (SEE Symbol I tern EOCTDNSIONS HUNTER ICC -4800M (Metal) Coord. Location with IRRIGATION PLAN) Land. Archt./ Owner General Contractor (Electrical Service). 1b6_b:1 P.O.C. (Point of Connection, see detail, including master valve) 6 MANUAL DRAIN VALVE (at mainline low point) CJ RAINBIRD 44LRC QUICK COUPLER VALVE (LOCATE WITH P.O.C. AT SHRUB SPRAY GATE VALVE RAINBIRD PEB Auto Valve with PRS -D VALVE NUMBER # XX GALLONS PER MINUTE (TYP.) - X/X" VALVE SIZE VAN VARIABLE ARC NOZZLE A RAINBIRD 15 EST (1806) PCS as required ED RAINBIRD 15 Strip Series -15 CST (1806). PCS as required RAINBIRD 15 Strip Series -15 SST (1806). PCS as required SURFACE HUNTER PGP #2 Nozzle -29' O 30 psi ROTOR HUNTER PGP #2 Nozzle -29' O 30 psi ROTOR (D RAINBIRD 15F 1806 Q) RAINBIRD 15TT 1806 B RAINBIRD 15H 1806 0 RAINBIRD 15Q 1806 O RAINBIRD 12F 1806 0 RAINBIRD 12TQ 1806 8 RAINBIRD 12TT 1806 0 RAINBIRD 12H 1806 ® RAINBIRD 12T 1806 ® RAINBIRD 12Q 1806 O RAINBIRD 1OF 1806 e RAINBIRD 10H 1806 O RAINBIRD 10T 1806 Cj� RAINBIRD 1 O 1806 O RAINBIRD 8F 1806 -+� RAINBIRD 8H 1806 C RAINBIRD 8Q 1806 Schedule 40 PVC sleeve, 4" diameter Mainline: Schedule 40 PVC 0 3 Lateral: Schedule 40 PVC NQT� PIPE LAYOUT IS DIAGRAMATIC. MAINLINE SHOWN OUTSIDE BEDS FOR GRAPHIC CLARITY. INSTALL MAINLINE AND VALVES WITHIN PROPERTY LINE. CLASS 315 PVC PREFABRICATED TRIPLE SVANG JOINT Y (OR APPROVED ALTERNATE FLEX (SEE SPECS) LATERAL UNE (SCH. 40 PVC) POP -UP SPRAY HEAD SHRUB BED AREAS / AT EDGE OF PAVEMENT NOT TO SCALE �A r- �4 3 /4IdANUAL ORAIIN �y _ VALVE 1r LONG KEY 1= FOR OPERATION (SEE SPECS) OUTFACE ST STRUICCTURE OR DRAIINAGE WATER COURSE JL 1 �..,�.�%•'�.� C. -rte 1 /2'CU YD OF <1 -11*r ` WAS HM ROOK OVER - 5 S gg CC. a [O] MASS STOP VALVE FOR ISOLATII N (SEE SPECS) PVC ADAP VIES Fn UMDER - Pot AUTOMATIC CONTR gar ro scwE VA + % MATCHLINE t�■r �� � � � �■ � �■■� � r _� � � � � : �■■� � �� � i■� �ti■� � 'ice . ��' r�i �■■e �r �� � � � � � SHEET L2.3 .0 3/4" 3 4" 3 4" 3 / i ! ; 3/4" 10 / 15 / ; 1 1 /4 ! ; E GATE VALVE " IF EXISTING IRRIGATION G SYSTEM IS VIABLE, REPAIR r ,. " s 1 3/4 AND REUSE. CONNECT TO 1' -1 /4 { NEW MAINLINE AND CONTROLLER. _ .-1 /4 � / —1/4" -1-1 /2. 11 f t ' 1 - / i t ; .� I I E ;" 17 44 = 1 - '1 /2 _ _ 2" 11 '3 4" e--- 16 42 t t _ 1 2!!- II 0 Lli Lli 3/4' 3/4" Q = 1 / 3/4 II II I ^ Y I 1 3/4" 3/4" ' 3/40 n sp 'O"MMUMMMOUN-MM AM - .. . _ - fir � � � �� ��� ��' i��� - .. _ 1 ? - ti .y ", - � ��•; - w - � ." �.- - - - _ . ��• _ r - .' _ •. - / 1--1 /4 1 1 - 1/4 0 1 3 3/4 " _ _ - - 15 39 14 40 1 -1 3/4 1 1-1/ 4"1-1 /2 ' -- - _ /2 � _ _ - -- •- - - - - -- - - -- _ - - - - - = -� • - -- � - - • _ -- - -- - _- _ ___ .. - .. :: - - -- - _ _- . ..- _ 13 28 •.. _ _ _ _ 1 - 112'' 1_1� - � - - -- - -- - - - - - - - - - _ - - -• - -- ' - • � -- - . ' `� . �' : - - - - - -- - %� 'C I "� -- _ _ - -- - -- - - - -- - - -- -- - - - -- __ _ _�'ac - 7 � , 1 T CG'S VALVE BOX w/ LOCKING LID (SEE PLASTIC SPRAY NOZZLE (SEE Landscape Architect EOCTDNSIONS (AS IRRIGATION PLAN) ---- - - ---- --- 6"MAX • to ULCH 1-1/2-2 ASPHALT, -3/4' ELL AT SHRUB SPRAY CONCRETE, < FINISH GRADE MASONRY a REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY A_; OR CRUSHED DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL !MMED!ATEL Y - -- ROCK POP UP SHRUB SPRAY HEAD 1806 SERIES SURFACE 4 /X CLASS 315 PVC PREFABRICATED TRIPLE SVANG JOINT Y (OR APPROVED ALTERNATE FLEX (SEE SPECS) LATERAL UNE (SCH. 40 PVC) POP -UP SPRAY HEAD SHRUB BED AREAS / AT EDGE OF PAVEMENT NOT TO SCALE �A r- �4 3 /4IdANUAL ORAIIN �y _ VALVE 1r LONG KEY 1= FOR OPERATION (SEE SPECS) OUTFACE ST STRUICCTURE OR DRAIINAGE WATER COURSE JL 1 �..,�.�%•'�.� C. -rte 1 /2'CU YD OF <1 -11*r ` WAS HM ROOK OVER - 5 S gg CC. a [O] MASS STOP VALVE FOR ISOLATII N (SEE SPECS) PVC ADAP VIES Fn UMDER - Pot AUTOMATIC CONTR gar ro scwE VA + % MATCHLINE t�■r �� � � � �■ � �■■� � r _� � � � � : �■■� � �� � i■� �ti■� � 'ice . ��' r�i �■■e �r �� � � � � � SHEET L2.3 .0 3/4" 3 4" 3 4" 3 / i ! ; 3/4" 10 / 15 / ; 1 1 /4 ! ; E GATE VALVE " IF EXISTING IRRIGATION G SYSTEM IS VIABLE, REPAIR r ,. " s 1 3/4 AND REUSE. CONNECT TO 1' -1 /4 { NEW MAINLINE AND CONTROLLER. _ .-1 /4 � / —1/4" -1-1 /2. 11 f t ' 1 - / i t ; .� I I E ;" 17 44 = 1 - '1 /2 _ _ 2" 11 '3 4" e--- 16 42 t t _ 1 2!!- II 0 Lli Lli 3/4' 3/4" Q = 1 / 3/4 II II I ^ Y I 1 3/4" 3/4" ' 3/40 n sp 'O"MMUMMMOUN-MM AM - .. . _ - fir � � � �� ��� ��' i��� - .. _ 1 ? - ti .y ", - � ��•; - w - � ." �.- - - - _ . ��• _ r - .' _ •. - / 1--1 /4 1 1 - 1/4 0 1 3 3/4 " _ _ - - 15 39 14 40 1 -1 3/4 1 1-1/ 4"1-1 /2 ' -- - _ /2 � _ _ - -- •- - - - - -- - - -- _ - - - - - = -� • - -- � - - • _ -- - -- - _- _ ___ .. - .. :: - - -- - _ _- . ..- _ 13 28 •.. _ _ _ _ 1 - 112'' 1_1� - � - - -- - -- - - - - - - - - - _ - - -• - -- ' - • � -- - . ' `� . �' : - - - - - -- - %� 'C I "� -- _ _ - -- - -- - - - -- - - -- -- - - - -- __ _ _�'ac - 7 � , 1 T CG'S VALVE BOX w/ LOCKING LID (SEE SPECS) Landscape Architect EOCTDNSIONS (AS RE02D) ---- - - ---- --- SUCH 40 PVC MAIN LINE (206) 542 -6100 SCH 80 PVC ELL OR TEE w/ UCER -y . - ,• --�- (4) SCH 80 3 /4'PVC 01 w/ PVC N11PPLES M BE I WEN 9 DRAIN VALVE NOT 1O SCALE NSTALL AT LOWEST POSIT N SY51E11 sm 80 3/40'110 STREET ELI. W/ 6'tE1r6 OF PVC WE w/ Nabs ORRIM FM ORAIN Lim N 1 'PVC : BRASS r ; r0F $ 11-11r WASHM FABINC 10 GAI[L VAL�& 140T TO SCALE 1 KEY MAP north i SCMx._ I' = 2W L2,95 Nam "Itr SHMM off- w N V/IL.1f Ow V41T MADW rOEMNIM MW wr OFWE m» W "tr - nmsH mum I , MW VALVE, BOX W LaaaNG LID SEE SPEC OMMION (AS REO WATERTIGHT SPurs (& i BRASS SCH 40 PVC PVC ADAPTER LATERAL CUT NOTCHES N13p X FOR PPE AS RECrD AT EARN M LR ON (2 PLACES) AUTOMATIC CON VAL10E (SEE SPECS) PEA GRAVIEL OMER G'E07EXYLE FABW 16 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AI A 1555 BAYSHORE H WY #300 BURLINGAME -- CA -- 94410 S TEL (850) 692 --9911 ■ FAX (650) 692 -0181 Glenn Takagi Landscape Architect 18550 N. ---- - - ---- --- Shorek e, WA 98133 (206) 542 -6100 FAX: (206) 546 -1128 art - � t�s = -y . - ,• REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY A_; FIELD CONDITIONS AND COMPARE THCM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL !MMED!ATEL Y - -- ...... 00 j KEY MAP north i SCMx._ I' = 2W L2,95 Nam "Itr SHMM off- w N V/IL.1f Ow V41T MADW rOEMNIM MW wr OFWE m» W "tr - nmsH mum I , MW VALVE, BOX W LaaaNG LID SEE SPEC OMMION (AS REO WATERTIGHT SPurs (& i BRASS SCH 40 PVC PVC ADAPTER LATERAL CUT NOTCHES N13p X FOR PPE AS RECrD AT EARN M LR ON (2 PLACES) AUTOMATIC CON VAL10E (SEE SPECS) PEA GRAVIEL OMER G'E07EXYLE FABW 16 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AI A 1555 BAYSHORE H WY #300 BURLINGAME -- CA -- 94410 S TEL (850) 692 --9911 ■ FAX (650) 692 -0181 z) t :7 Glenn Takagi Landscape Architect 18550 N. Shorek e, WA 98133 (206) 542 -6100 FAX: (206) 546 -1128 onstruction Set 4.26.05 REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY A_; FIELD CONDITIONS AND COMPARE THCM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL !MMED!ATEL Y BE REPORTED TO THE ARCHITECT a- D O 0 Q Z W W CL M Z Z Q I~ cc Q U Q z °0 --- Cr 00 �-- F- z a� Z Q z J 0 3 W o Y U �- DA7E gas Na L 2,05 9�T W z) t :7 Z 4� ARCHITECTURAL LEGEND SHEET ABBREVIATIONS INDEX A0.1 TITLE SHEET --- - - - ----- DATUM LINE EARTH ' A F MBR. Member RF.H. Roof Hatch CL (NOT IN BDA'S CONTRACT) STRUCTLRAL Q Ole 1&0 M.C. Medicine Cabinet RFl_. Reflect (ed) (Ive) (or) A.B. Anchor Bolt F. Fahrenheit MECH. Mechanic (al) R.H. Right Hand PROPERTY LINE :• :• •' CO1 COVER SHEET COMPOSITE UTILITIES MV I�1 " F.B.O. Furnished b MED. Medium RM. Room `- SAND / MORTAR / PLASTER AC Acoustic S1.0 QTA BLDG. STRUCT. NOTES M «C� �p�„ y ''`" ' "`' 0� CO2 TEMPORARY EROSION CONTROL S2.0 QTA BUUDING FOUNDATION PLAN #�d dm ot _1100 to A.C. Asphaltic Concrete Others MEMB. Membrane R.O. Rough Opening CO3 DEMOLITION PLAN C Air Condittionin F'BRK. Firebrick MET. Metal R/W Right of Way C04 GRADING I S3.0 QTA BUUOING ROOF DECK PLAN � VIO�atjOfl afly adOpb�d �! al' Ofdlflif�,. times" times" A / 9 GR DI do DRAINAGE PLAN (ADMIN. BLDG.) S4.0 QTA BLDG. CONC. DETAILS 'a A.D. Area Drain F.D. Floor Orion MFR. Manufacturer R.W.I.. Rain Water Leader ------ ---- -- -- CENTER LINE ROCK FILL ADJ. Adjustable FDN. Foundation MH. Manhole CO5 GRADING do DRAINAGE PLAN (MAINT. BLDG.) S1 NOTES AND DETAILS C06 GRADING do DRAINAGE PLAN (EXIT BOOTHS) S 2 ADM INISTRATION BUILDING - NORTH ev AGGR. Aggregate F.E. Fire Extinguisher MIN. Minimum S AL. Aluminum FGL. Fiberglass MIR. Mirror BREAK LINE CONCRETE C06A GRADING do DRAINAGE PLAN (QTA) S3 ADMINISTRATION BLDG. NORTH ALT Alternate F.H. Fire Hose MISC. Miscellaneous S.A.R. Supply Air Register C07 SANITARY SEWER do WATER PLAN S4 MAINTENANCE BLDG. PARTIAL PLANS; �" D AMP. Ampere F.H.M.S. Flat Head Metal MLD. Moulding S.C. Solid Core C08 SITE CROSS SECTIONS S5 DETAILS ANOD. Anodized Screw MOV. Movable S.C.D. Seat Cover Dispenser _U DIMENSION TO FACE C09 DETAILS S6 DETAILS APR. Apron F. H. W. S. Flat Head Wood MRB. Marble SCHED. Schedule OF STRUCTURE CONCRETE BLOCK (CMU) C10 DETAILS aty of Ti*wia APPROX. Approximate Screw MT. Mount (ed) SCR. Screen C11 DETAILS LANDSC ARCH. Architect FIN. Finish (ed) MTL. Material S.D. Storm Drain DIMENSION TO C12 NOTES & SPECIFICATIONS ��� Di �� ASPH. As ho t FIX. Fixed MUL. Mullion SECT. Section MASONRY L1.0 PLANTING PLAN P SH. Shelf Shelves CENTER LINE C13 EXISTING CONDITION MAP A. S. T. M. Am. Soc. for Testing FL. Floor MWK. Millwork ( Shelves) 1 PLANTING PLAN Materials FLASH. Flashing SHO. Shore (d) (ing) L1.2 PLANTING PLAN SHT. Sheet DIMENSION TO FACE L AACMECi1MA�. AUTO. Automatic FLUOR. Fluorescent SNTH. Sheathing � OF FINISH WOOD FINISH L1.3 PLANTING PLAN F.O.C. Face of Concrete N L1.4 PLANTING PLAN B F.O.M. Face of Masonry SKL. Skylight AO.2 NOTES L1.5 PLANTING PLAN F.O.S. Face of Stud N North SL. Sliding STAIR DIRECTION DA1.1 DEMOLITION SITE PLAN F.O.W. Face of Wall (N) New SIM. Similar WOOD, FRAMING 0 A1.1 SITE PLAN L2.0 IRRIGATION PLAN BD. Board BET. Between S.N.D. Sanitary Napkin L2.1 IRRIGATION PLAN FPL. Fireplace NAT. Natural A1.1 E SECURITY CAMERA LOCATION PLAN BIT. Bituminous Dispenser WORK POINT Fireproof roof N.I.C. Not in Contract L2.2 IRRIGATION PLAN 13. L. Building Line P S.N.R. Sanitary Napkin / WOOD BLOCKING A21 OVERALL BLDGS BLDG. Building F. S. Full Size NOM. Nominal Receptacle DATUM POINT / L2.3 IRRIGATION PLAN • . . g FT. Foot N.T.S. Not to Scale SNT Sealant CONTROL POINT A2.1A MAINTENANCE BUILDING PARTIAL FLOOR PLAN A L2.4 IRRIGATION PLAN BLK. Block FTG. Footing S.P. Soundproof (ing) do DOOR SCHEDULE L2.5 IRRIGATION PLAN BLKG. Blocking FUR. Furring SPC. Spacer PLYWOOD A2.18 MAINTENANCE BUILDING PARTIAL FLOOR PLAN B B.M. Bench N ark FLIT. Future O SP.D. Soap Dispenser A A2.2 MAINTENANCE BUILDING ROOF PLAN � JA BM. Beam FR. DR. Fire Door SPEC. Specification A3.1 MAINTENANCE BUILDING EXTERIOR ELEVATIONS s • SOT. Bottom O/ Over SPKR. Speaker 1 -- --� - COLUMN / GRID LINE � � GYPSUM BOARD A3.2 MAINTENANCE BUILDING EXTERIOR ELEVATIONS BRG. Bearing OA Overall S 1 e • SPL. ecial o`� •' P Square A6.1 A MAINTENANCE BUILDING PARTIAL BRK. Brick G OB. Obscure SQ. S BRZ. Bronze q REFLECTED CEILING PLAN A O.C. On Center S.S. Stainless Steel ACOUSTIC TILE A6.1B MAINTENANCE BUILDING PARTIAL B.S. Bot�. Sides GA. Gauge 0. D. Outside Diameter S.SK Service Sink + ��� GAL. Gallon O.F.C.I. Owner Furnished/ ST. Street [Oil ROOM NUMBER &NAME Al2 REFLECTED CEILING PLAN B i • G. B. Grab Bar Contractor Installed STA. Station .1 ADMINISTRATION BUILDING FLOOR PLAN r� • C STD. Standard INSULATION, BATT Al2.2 G.C. General Contractor OFF. ADMINISTRATION BUILDING ROOF PLAN Office CAB. Cabinet G.I. Galvanized Iron OH. Overhead STL. Steel / Al 3.1 ADMINISTRATION BUILDING EXTERIOR ELEVATIONS STR. Stora a WINDOW LOUVER TYPE 3 2 ADMINISTRATION BUILDING EXTERIOR ELEVATIONS mit v I H M I r w 9 GKT. Gasket O.H.M.S. O a ead eta Sc e s C. B. Catch Basin GL. Glass O.H.W. S. Oval Head Wood Screw STRUCT. Structural INSULATION, RIGID A16.1 ADMINISTRATION BUILDING REFLECTED CEILING PLAN CEM. Cement GR. Grade 0. J. Open Web Joist SUS. Suspended A22.1 NEW QTA FACILITY FLOOR PLAN s ` CER. Ceramic GIRT. Grout OP. Opaque SYM. Symmetrical � DOOR TYPE A23.1 QTA BLDG EXTERIOR ELEVATIONS CU. FT. Cubic Feet SYN. Synthetic GVL. Gravel OPNG. Opening DETAIL REFERENCE CLG. Ceiling A26.1 QTA BLDG REFLECTED CEIUNG PLAN C. FL. Counter Flashing GYP. Gypsum DPP. Opposite SYS. System 2 � � C. I. Cast iron GSM Galvanized Sheet S. South �• AB FURNISHING TYPE Metal • � � • 'QO�� • CLKG. Caulking P T W CL. Closet No I ' F CLR. Clear T. Tread - MATCH LINE INTERIOR ��„k��� Info, � �w , H PAR. Parallel 5 CNTR. Counter PART. Partition TdcG Tongue &Groove Al ELEVATION REFERENCE fcakr� C�sl:dlnp ��. COL. Column C.O. Clean Out H.B. Hose Bibb PAV. Pav (ed) (ing) (ement) T.B. Towel Bar NQTE: ,y Will �� s new tubm H.C. Hollow Core P.C.C. Pre -cast Concrete T.C. Top of Curb ttai OW may kxkx a addtkwW pion review fief, CONC. Concrete HD. Head P.C.F. Pounds per Cubic TEL. Telephone 1 _ SECTION REFERENCE CONT. Continous NDR. Header foot TEM. Tempered A4 I CONST. Construction THERMO. Thermostat HDW. Hardware PERT. Perimeter CONTR. Contract THK. Thick (ness) 3 CPR. Copper HDWD. Hardwood PERM. Permanent -- THRESH. Threshold ; CPT. Carpet H.M. Hollow Metal PRE- FAB.Pre fabricate (d) TOL. Tolerance P HOR. Horizontal P.L.F. Pounds per Lineal CSMT. Casement NR. Hour Foot T.P. Top of Pavement PERMITS REQ f CTR. Center T.P.D. Toilet Paper Dispenser CSK. Countersunk HGT. Height P.G. Plate Gloss T.PTN. Toilet Partition HTG. Heating PKG. Parking TR Transom 1) SEPA (Approval received on 3/8/05) Q RB CV. Cove . HVAC Heat in g PL. Plate C. W. Cold Water g/ T. SL. Top of Slab CU. YD. Cubic Yard Air Conditioning P.LAM. Plastic Laminate T.ST. Top of Steel 2) Design Review (Approval received on 3/24/05 by BAR) d PLAS. Plaster T.V. Television PLY. Plywood T. w. To of Wall P SEp 2 8 2U05 6j*UANCE D I PNL. Panel TYP. Typical PT. Point �.�. D. A. Double Acting I.D. Inside Diameter P.P. Ponderosa Pine U i1a1 DBL. Double IN. Inch PR. Pair G V'f Twkw AECt ,�,� DEM. Demolish INS. Insulation PREFIN. Pre- finshed U.B.C. Uniform Building Code CRY OF TUKW INT. Interior PROJ. Project UND. Under DEPT. Department INTM. Intermediate P.S.C. Pre - stressed Concrete DET. Detail UNF. Unfinished AN 3 INV. Invert P.S.F. Pounds per Square UR. Urinal D.F. Douglas Fir, Foot _ pERM1T CENTER Drinking Fountain P.S.I. Pounds per Square DIAG. Diagonal J Inch V DIM. Dimension P Paint (ed) V Volt SCOPE OF WORK DEFERRED SUBMITTALS DISP. Disposal J. Joist ' P.. Dispenser T. D. Pap Towel Dis P P VAC. Vacuum D. L. Dead Load JAN. Janitor P.T.D. R Paper Towel Dispenser / P p / VAR. Varnish DN. Down JT. Joint Receptacle V.B. Vapor Barrier DP. Dompproofing P.T.R. Paper Towel Receptacle VERT Vertical 1 ) Prefabricated Metal Canopies DPR. Damper P.V.C. Pol y- Vin � Chloride VEST 1 DR. Door . Vestibule 2) Design -Build Mechanical, Electrical and Fire Sprinkler p ' drawin g s 1 . ! � K V.G. Vertical Grain 3 Design - Build Fire Alarm System. ` DS. Downspout Q VIN. Vinyl EXTERIOR MODIFICATIONS TO EXISTING ADMINISTRATION AND MAINTENANCE BUILDINGS, ) g R i DW. Dumbwaiter ABOVE- GROUND FUEL TANK SCREEN, SITE IMPROVEMENTS AND ADDITION TO MAINTENANCE DWG. Drawing K. Kip (1 11b.) b.) Q.T. Quarry Tile V Veneer BUILDING FOR FLUIDS STORAGE. DWR. Drawer KIT. Kitchen n V. T. Vinyl Tile K0. Knockout KP. Kickplate R W E ./ L R. Riser, Radius W West 0/;?0000 E. East R.A.G. Return Air Grill W/ With EXIST,(E) Existing LG. Length R. B. Rubber Base W.B. Wood Base EA. Each RB.T. Rubber Tile W.C. Water Closet LAB. Laboratory WD. wood . E. B. Expansion Bolt R.C.P. Reinforced Conrete PROJECT TEAM PROJECT DATA VICINITY MAP E.J. Expansion Joint LAM. Laminate Pipe WDW• Window ELEC. Electic (al) LAV. Lavatory R.D. Roof Drain W.G. Wire Glass ELEV. Elevation L.H. Left Hand i d D R F D R... Recessed W.H. Water Heater GOVERNING CODES: LKR. Locker W .B. Wheel Bumper TAnR ARCHITECT - ' EMER. Emergency Fountain 2003 INTERNATIONAL BUILDING CODE (IBC) LATEST EDITIONS OF THE FOLLOWING: _ +!�!� �+ °' r _. s,•�. L.L. Live Load W.I. Wroug Iron �' ENAM. Enamel LT. Li ht RDWD. Redwood g ( ( ' 2003 UNIFORM PLUMBING CODE UPC NATIONAL ELECTRICAL CODE NEC W.M. Wire Mesh ENC. Enclosure LVR. Louver REINF. Reiforce (d) (ing) W/0 Without CENDANT CAR RENTAL GROUP, INC. BLUNK DEMATTEI ASSOCIATES ARCHITECTS 2003 INTERNATIONAL MECHANICAL CODE (AAC) NATIONAL FIRE CODE (NFC) P.O. Box 612707 « g BL. Label W. P. Water Proofing L IF ! ENGR. En ineer REF. Reference 3937 South 26th St. 1555 Ba Ys hore Hwy., Suite 300 2003 INTERNATIONAL FIRE CODE (C) NATIONAL FIRE PROTECTION AGENCY R�•. s; �, _ 1� E.P. Electrical Panel REFR. Refrigerator W.S. Water St Dallas, TX 75261 Burlingame, CA 94010 2003 WASHINGTON STATE ENERGY CODE, CHAPTER 51 -11 WAC CODES AND STANDARDS (NFPA), °p s �� ^d � EQ. Equal REG. Register WSCT. Wainscot ANSI A117.1 -1998 (972) 453 -4062 (650) 692 -9911 BARRIER FREE ACCESS PER 2003 IBC do ICC / -. EQUIP. Equipment M REM Remove WT. Weight ATTN: KARL S. WESTERMANN ATTN: CHANDLER EASON III 2003 WASHINGTON STATE VENTILATION do INDOOR AIR QUALITY CODE l ig. « EST. Estimate REQ'D. Required W.T.W. Wall to Wall (E) ADMINISTRATION BUILDING TYPE OF CONSTRUCTION: DMINI EXC. Excavate MAS. Masonry RES. Resilient W.W.M. Welded Wire Mesh OWNER STRUCTURAL OCCWANICY: TYPE NI - FULLY SPRINKLERED PER NFPA 13 EXP. Exposed MAX. Maximum RET. Return B, COMMERCIAL OFFICE - 16,684 S.F. t FLOOR (SEE Al2.1) EXT. Exterior M.B. Machine Bolt REV. Revise (ion) Y • i STERLING REALTY ORGANIZATION CT ENGINEERING (E) MAINTENANCE BUILDING TYPE OF CONSTRUCTION: EXTR. Extruded M.BAR. Moisture Barrier R.F.G. Roofing '!*'� •f YE). Yard P.O. Box 91723, 600 160th Ave. NE 180 Nickerson St. Suite 302 OCCUPANCY: TYPE IN - FULLY SPRINKLERED PER NFPA 13 Bellevue, WA 98009 -1723 Seatle, WA. 98109 B, COMMERCIAL OFFICE 1 FLOOR s _ u .� (425) 455 -8151 (206) 285 -4512 9,600 S.F. s «� ATTN: MIKE LANCASTER ATTN: RICK WYBLE S -1, CAR MAINTENANCE .� 20,445 S.F. T AL: 30,045 S.F. CWL (NOT IN B D A' S CONTRACT) LANDISCAM (N QTA FACILITY . OCCUPANCY: S - PACIFIC ENGINEERING DESIGN GLENN TAKAGI 2,449 S.F. QTA BUILDING 4180 Lind Ave. SW LANDSCAPE ARCHITECT 5,916 S.F. GAS ISLAND CANOPY Renton, *A 98055 18550 Firlands Way North 768 S.F. CAR WASH ENTRY AND EXIT CANOPIES (425) 251 -8811 Shoreline, WA 98133 -3917 SUBTOTAL: 8,365 S.F. SITE ATTN: LOU E. LARSEN (206) 542 -6100 186 S.F. TRASH ENCLOSURE. OT 551 . F. SLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA '1555 SAYSHCRE HWY 0300 DMI.OVGAME - CA - 94010 P TEL (650) 692 -99?1 FAX (650) 692-0101 7166 OI�R1E1 ATE OF CONSTRUCTK)N SET 1/2 "1/05 e GLIB RE/151ON5 w. - M/05 In M MMIFIGATION 5110105 NO. REVISION PATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT ts • O . V Z w a a iD J LU W < m Z J00 W <C0 a: ED W a: Q W �s W Z 3� a 3 Q N- W Zo J W CM o DATE � /� JOB NO. 12/ 20457.07 AO SMEET 1 OF W 1 Y �.��♦ 46 I/" N f f 1 1 r' r _ �— � �"��'x•�s. 02sq•W 3243gr �U 6'UILQWG USE It ' C"52FICA ON WUARE FOQTAGE REOMED TO C •-�- '�,�, '---.. "1NISTRATION OFFICE 8 TYPE w 16.684 SF '++•' "*;- , •.;•� "'�,,,,+���� (1 FLOOR) • 68.35' '"-"' -�-•. ' „�lo• '•'�w.� *, MAINTENANCE OFFICE TYPE A 30 ,32 9 Sir L -•++: Gm*W y edad■Vm 1 6.4114 square feet x t oewpont /100 sq• N 167 owiponts s 8 ° 1148" 1 / �� `�'� ''"�.'" ' *"�• : : •, . , (1 F LOOK) CAR MAINTENANCE 5-1 TYPE V SF R = 4 1168' �'pswr liwlt WARD800TH SECURITY U Ord %dM& 167 soc ponts require 5 toilets and 3 lavatories split equally (3 toilets �'` �• �� ' • ''' x ; a nd 2 lavatories each between Men and Women) SEE •+t' ' "� (1 FLOOR) (N) GATE - x -� rr. o.. ,.,. , re. 1 ••... 1 `•;, : *'' : {� . ;�, its OTA CAR WASH, FUELING S - 1 TYPE N �Z..' -SE PnFA" Fed MM FENCE PERMIT 1 1 \ f ' :•:: t:'ar ;; . ¢. _El.Q41�31 3 urinab and 5 lavatories (1 toilet and 1 lavato is provided for CITA IAL 2 I .� ~" `" �j (5,916 SF CANOPY NOT INCLUDED) within this build) ) ? +!;:� 1R�ti: `tr ti••;:` r N8q °30'!W"E 5 44 TOTAL BUILDINGS 49, 510 SF MW 4 toilets. WMAm 6 toilets and 3 l avatories (1 t000t and 1 lavatory is provided for OTA within this r 1A 222304 -910 1- 02 PA /4 bulAln ) . • �"� .p ~ .,' y ��� J �� ' ,.• , �' :. �.��„ , • •�•' -•. PN�I Q�$CEL 1 R 222304- 9001 -03 j�A.�IE� SW 1 OF SW � 9 WASH � ; ; :: - -\ QA�I _._2 222304 -9015 07 P1►RCEL 4 222304- 9102 -01 � 231V 4op f IM SHIP: PATROL 1 ' 1 ANG� aE., w. m. «ietNOm 2, 668 square feet x 1 occupant /100 84-ft 27 occupants ` ,� f ' .,_ �..i10 X40 �.�' TORAl �etr /'� fs— � J /�� - � {r (E) LANDSCAPING 124,534 SF �N x occupants requires 2 toilets and 1 lavatory split equally (1 toiet and 1 r / � L `s �.r.. ;''CONTAINER 1��•I•G� c j�� (N) LANDSCAPING 27,928 Sr SITE 658, 723 SF 186 SF) 41 7 818 lavatory each between Men and Women) (I) F r �� " `• ENGE 6U RDRA L ♦ --C� `` '�� 4 '` L't +a '' kS` �:, .,. : �,. j' (F ) PAVING , (I do A I / `a`1, hew .s'..ara *1�'+'•j::�y�.�''.•�•.. t„ SF (I NCLUDES TRASH ENCLOSURES OF 256 N ow ttl8111111 / x• Mott 1 toilet and 1 lavatory * (TYP) - SEE FENCE ,/ i / y ... : r '`. +:.�' `�.� .""�,+,:<, �. I,N P rAbd fl= Z PAVIN 8.334 SF 'IU I A WWam 1 toilet and 1 lavatory O PERMIT / / - ♦ 0e �� ' ,►•; ,•i r ';y� ; ' e Ttys: ' :'+ , •r ;;p S',. ♦ . ;il,'4^! .. ,l,V . °• ' �' ,4 }r I- ♦ { `•�. ; .. +� ♦ a; :.#; :>"{ ..t,.�.�;.:ac:s:�i' `.�`::: ";; (F) CANOPIES 5. 508 SF Oe up ■I 1 adOrelliIK 30,329 square feet x t occupont /100 sq.ft 304 occupants ♦ / 1 �» •'';� , , & �t � ;>'�: ' .-: e,+'.►: , ;`: +: .>~ :.A. `I 0 01) CANOPIES 7.374 .7 ftgdJud Ulds 304 occupants require 8 toilets and 5 lavatories split equally (4 toilets ,� ♦ 1 ( L ) ', •r ►. �- , ry+ get • � �_ 1 CANOPY TOTAL 5 882 SF and 3 lavatories each between e Wome \�� ♦ •.�'' : ~'• � r .+ ` ¢�•' +�Qt. j <ti''''' '.' ' M n and Wo M / / f � � •.. .�` • s.' ' .' .,• . �,• (`I �� Ifioi�as •h ♦♦ t I 1;,'.:` °�"' ;,,:�' • = �`f.::.'';.`- .) ; PARKIN DATA SQUARE PARKING STALLS STALLS Mm 4 toilets. 4 urinals and 4 lavatories ♦ ♦ / '`" ' "� 1 ' 'f;,. r�.. `` +: 1�`j, .} i ;; w t Q 93UII DING E_0_Q REQUIREMENTS REQUIRED PROVIDE Wa I 4 toilets and 3 lavatories / ♦ ♦ �\ I + ► , ."'r N (N) ASPHALT PAVING DEMOLISHED THEATER (SEE CIVIL) VZ GA DO N88 181.81' 4 +-0 • SCOPE OF (hU wow � O .0 I " V (N) FIRE DEPT GATE' TO RESTAURANT 51 TE o i EL CHARRO RESTAURANT AT MAINTENANCE � � �i rtec! Gtr /= Ar_ JG I 1 )sal & r``___� I II + DRAINAGE CULVERT I _ —ter •/ �+ ,0'� A22.1 (UI�ER 8" P x --- ---(N) TRASH ENCLOSURE W/ GMU WALL5 t CHAIN LINK GATES W/ WOOD SLATS \11 FIRE TRUCK ACCESS 5 ® \ ROUTE 20'-0" MIN. WIDE + (TYP 5HOWN Dom) T \ \ + 4. I \ \ -- 7 ---•\ N26 °58 1 41.44' - + N31 "w 4018' ON � � w/ F T Q • I t Nee•3e'S4 "w 186.89' o X154 TE / (E) LANDSCAPE 8 1 I (5EE F I) STRIP A/ (N) TRASH ENCLOSURE i 1 \ w/ CMU WALLS 4 1 15 i N TYPE II CHAIN LINK GATES w/ ( 3 13 8 I I P / LANDSCAPE - SEE WD 5L.AT5 - SEE A2.1 A x MEEr I " I LAND. DY465 DOLLAR ' — G 10 1 51D DENT- A -CAR M) TYPE 1 x b ( SHUTTLE PARK II ( LAN05GAPING - HAT SEE LAND. DY4& - 1 , , (IBC) TRUNCATED x 1 CONES ® SURVEY DATA SOURCES: I 9 1 ' /+ka,'.E55iBL.E RAMPS I -" iMA11dT'ENA E GAR I I �TYP I / - SEE CIVIL DWC-' - STOR 611 1 I o f PROPERTY O ES: TRIAD A5506IATE5, SHEET CO (TYP) 1 (N) 5' -6" WIDE 04/12/04 00 MAN 6 FE A LANDSCAPE STRIP SITE SURVEY: CIS SURVIE-YIN& 00/0 x - (5HCW1N bATGd�ED + • SEE LANDSCAPE DWG5 oil 1 TRANSPORT VEHICL.L TmE SHALL. OE (N) TYPE III x ---- (N) WWI 5IDEWALK R�LDN DRIVEWA it �,/ ' l CONS YC IDERED INTERSTATE SEIITRAIL.ER, LANDSCAPING - - V --- SYMBOL -b'T WE LAND. DWG5 ' • FT Lh 1 Lh TRUCK ACCESS - — — eo• 12' WIDE (TYP SHOM ._. ,,1 r N88.3834 4 g 3 .gl' dINNIMI SHORT DASH) _,_,.. I 6 T ft - S T R'E T` ~-- ..... �. ....1. _ _..1� 15 W 60 120 Room SITE PLAN - �_ 0 r cr 0&.UMC, DEMATTEI ASSOCIATES ARCHITECTS AIA ASSS BAYSF•IORE HWY #M300 /►ME - CA - 94010 TEL (650) 692 -9911 FAX (650) 692 -01131 776 AEOIb'1E AKi1111ITECT 111EOFVASH ('TON CONSTRLJC SET 8 CLIENT REVISIONS 1/29/05 nl DRB MODIFICATION 5/10/05 N0. REVISION I DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT to e O U • z W e..� �p H a� a SZ > LLJ a: co W a: .-. a 2c) z Q a 0 Z 3 W ...�. v I DATE JOB NO. 12/22/04 2M7.07 Alel S HEET 4 OF 07 ... _.. - - .. - ..+....,...,... .,..,..r•. -._. •... ,......•.. .... ,........ ..+..:— ....:.._ w.. �r•.+.•+. w.. ........� ° ..�..,.....F.�.wr.r'� i.:w,rr...r.+i+- r r -_ -• r , ..i.w.:,+IL.r.wy,�,.••'+.r.•.P: - .. ..... I . .....- r � . :.,; =• _ : I .. • c I II + DRAINAGE CULVERT I _ —ter •/ �+ ,0'� A22.1 (UI�ER 8" P x --- ---(N) TRASH ENCLOSURE W/ GMU WALL5 t CHAIN LINK GATES W/ WOOD SLATS \11 FIRE TRUCK ACCESS 5 ® \ ROUTE 20'-0" MIN. WIDE + (TYP 5HOWN Dom) T \ \ + 4. I \ \ -- 7 ---•\ N26 °58 1 41.44' - + N31 "w 4018' ON � � w/ F T Q • I t Nee•3e'S4 "w 186.89' o X154 TE / (E) LANDSCAPE 8 1 I (5EE F I) STRIP A/ (N) TRASH ENCLOSURE i 1 \ w/ CMU WALLS 4 1 15 i N TYPE II CHAIN LINK GATES w/ ( 3 13 8 I I P / LANDSCAPE - SEE WD 5L.AT5 - SEE A2.1 A x MEEr I " I LAND. DY465 DOLLAR ' — G 10 1 51D DENT- A -CAR M) TYPE 1 x b ( SHUTTLE PARK II ( LAN05GAPING - HAT SEE LAND. DY4& - 1 , , (IBC) TRUNCATED x 1 CONES ® SURVEY DATA SOURCES: I 9 1 ' /+ka,'.E55iBL.E RAMPS I -" iMA11dT'ENA E GAR I I �TYP I / - SEE CIVIL DWC-' - STOR 611 1 I o f PROPERTY O ES: TRIAD A5506IATE5, SHEET CO (TYP) 1 (N) 5' -6" WIDE 04/12/04 00 MAN 6 FE A LANDSCAPE STRIP SITE SURVEY: CIS SURVIE-YIN& 00/0 x - (5HCW1N bATGd�ED + • SEE LANDSCAPE DWG5 oil 1 TRANSPORT VEHICL.L TmE SHALL. OE (N) TYPE III x ---- (N) WWI 5IDEWALK R�LDN DRIVEWA it �,/ ' l CONS YC IDERED INTERSTATE SEIITRAIL.ER, LANDSCAPING - - V --- SYMBOL -b'T WE LAND. DWG5 ' • FT Lh 1 Lh TRUCK ACCESS - — — eo• 12' WIDE (TYP SHOM ._. ,,1 r N88.3834 4 g 3 .gl' dINNIMI SHORT DASH) _,_,.. I 6 T ft - S T R'E T` ~-- ..... �. ....1. _ _..1� 15 W 60 120 Room SITE PLAN - �_ 0 r cr 0&.UMC, DEMATTEI ASSOCIATES ARCHITECTS AIA ASSS BAYSF•IORE HWY #M300 /►ME - CA - 94010 TEL (650) 692 -9911 FAX (650) 692 -01131 776 AEOIb'1E AKi1111ITECT 111EOFVASH ('TON CONSTRLJC SET 8 CLIENT REVISIONS 1/29/05 nl DRB MODIFICATION 5/10/05 N0. REVISION I DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT to e O U • z W e..� �p H a� a SZ > LLJ a: co W a: .-. a 2c) z Q a 0 Z 3 W ...�. v I DATE JOB NO. 12/22/04 2M7.07 Alel S HEET 4 OF 07 ... _.. - - .. - ..+....,...,... .,..,..r•. -._. •... ,......•.. .... ,........ ..+..:— ....:.._ w.. �r•.+.•+. w.. ........� ° ..�..,.....F.�.wr.r'� i.:w,rr...r.+i+- .,'..� , ..i.w.:,+IL.r.wy,�,.••'+.r.•.P: - .. ..... '- ..,.,... . «, ..` , .. .. . s .....- r � . PROA-C-T DA •,.,� N541111040 "I N.,1' jQdiNG RC (REGIONAL COM MERCIAL) / OR / ♦ �+t 'r 1 '': ...: ?.' . . ..•.. • MAIN ILNAN / 3 ` �\ ' / 1 `+••`e `. - !a•�•:.r • ••,,�. :••, -► •r O MAINTE A CE OFFICE 9.715 SF 1 STALL 333 SF 30 le ; y. 3 -�. (1 FLOOR) ay / � �• .., { ,:.;•.' 3 r oi,i."r � CAR F 20 614 SF 1 STALL / 1000 SF 21 23 Of ` ..''.' .,. ^ �•� ".Y.` i'` ,,.,.ti ''!.,: ' ' ADMINISTRATION 16,684 SF 1 STALL / 333 SF 51 53 0 � / \ �` � �•:. ,..� , �,�..3�,; . (1 FLOOR) - r • i i / `� c '� {.: ( TREE • TO r : �:• '� Gl1ARDBOOTH 48 SF 1 STALL 333 SF 1 1 �� • ♦ ' \ \ ` ` . / `�.' r (TYP) 1 F ) \ � � \ :L�:•..... �. };_a ...• ., 'f' '""'' ':;" LOOR �\ ;. iti.:::.,;;' .,,, :,;••a y e:',•;:'''. ' ^:''' .� N8a °JO'5�1'E '150' OTA .Y'` 8.365 SF i STAL /1000 SF / `� ` ` � L • 'tv • • !'h �S•i : �tfi i.t' ' �.t :ri: '� .:••` �� +�'��/T. ••'1 L � __..1_� • / \ ``' �„ z ....' ...,_ �, f.: 1 FLOOR) (INCLUDING CANOPY) S . T. EL�G• {:• TOTAL P I AL 112 121 (N) b" HIGH GONG. / ; '� \ `� ..� ,. 4. :. :�L:INE TO BE / / BICY PARKING DATA CURB TO PROTECT i �/ ` ���,` `��ELOGATED ;:' "• t •'A- MAINTENANCE 30.329 SF 1 SPACE 50 PKG STALLS 'PED. WALKWAY t / it \, '\ \ I I ' :: .'�h - �;� - SQUARE BICYCLE � .: • SPACES SPACES (TYP) L ��•' =': ELEG. DW6�' ' ; 3,, �ti�Q �4�TA IREW , (w . �- I ING IREMENTS REQUIRED PROVIDED �'f' ;: , / / / TYP \ ' ; s' - =>` ADMINISTRATION 16.684 SF 1 SPACE / 50 PKG STALLS e 1 1 SHADED ARK) `�. S r: .. • - ;> �. �.., • :.. f �W 1 I 4'-O" LONG I n EEL / \ / I \ / . � �, .w r/ S � • A nJ `t`•� (�. ~ .�•r • r • ! \ t FLOOR , V6 T / / / \ ' i . ;T 3� �4�-i - > ' • Y �' ', .t '?,•i'; / 1 2 2 STOP (TYP 0 EMPLOYEE / *6 0 7y.• ,`, l ' • I � , / , G S r, I • + Q:t .L•aT y'* r M• y � 47h � ti _ (I FLOOR) { It VISITOR PKG) r / / / r \ ,..:„ , 7' r , :,7,= �� 4 ,. ► Y Whir, • / / C _Q •1 ✓ �.3. ; r.. a �. .tip, ��, ,' I o 07A 8,365 SF / / / / / , u :«;r . _� . :, � :,�;:��;,, «. r t e }'�t. : - •,• •, a- 1 SPACE / 50 PKG STALLS 1 1 >i...• •�; .•r•:..~x :.: ; }•(-i'•'`•' f (1 FLOOR) (INCLUDING CANOPY) ' {N) LANDSCAPING - r ° o• ,;,,..�,�. ,n: �.• .. .. SEE LAND. DWG '�►► f D / . 1 \ • !} ,, " ', ; r,...,.:'•. " ,� �'�' .. y,, •.. l , •. i+ ,. % r I / IO l G / l I /� `.....•M . � ;•}•r .�r. .l:i•�i _ trYi; G '.:' +' .. . �• . fit.. SHAVED DARK) 7 ! f.sr.' .. t. 't fie ";r+ . � L.f y,� } j:, • .�� , w , r .. , i • '/ r y. iT{.:. '! • ', r i 1 , `:.�' . •\ ••':•�''.. j 1 � i :! , . ' r .•• , _ 1' / I / / I T ' I / .i ' ,} ut . .rf:.t•. :t r t Yu..t ••. i . - / _ )I 1 I ; \ • • �•"�� ; 1 r. •.C;,, 1 • yi�' s:�� + .Lr.:'«.ti.e•� (N) PARKING STALL SIZES 6 WIDE - I ' 1 9- + IOO MIN ,�'�• .;' ,; �4 r , ,�, ; r t,}, t ^n • ° I : CONCRETE COLORED / I l PLANTER �. '• �, :., x:. _ �., : ,-.� -^'a : r ' / 1 I ,t•- t':. „�t. . i s 'i ..i.,•�'�l t• r}} `,:', r •�!'• I R ' "Mfi.' ''• r 1 1 8 X 1 8 ' 1 ! LANDSGA L. h• . err '• r . • ,` 1j . t t•.... • r t •+¢. .r. ss?. ,+ .,•;.” r ye' r;� ACCESSIBLE: PEDESTRIAN SIDEWALK r I .. ' = �.• •._ I ��'. �..• « �.• t• '� ^d:.• b '' '3'r . •• •e 1. ?i S ri,:!1 ':;,�:;r M. •r 't O I I TE ;t= ti' . ;... ` VAN ACCESSIBLE: 11' x 18' •.. ,` ' - 'x:12 •• :J.r •t •t ;T wtrl.. ••'!► }. .l v a+r: ��1,•.�,•q•r.; ....:.�.. (SHOWN HATCHED) G x . I I • M• ti .�t . ,4+ ., . r •i , _ � s tir �+•,r - v��•; ' t r r } . � • � l • *' y+I}� •• � . ~•'�. >, ^.r�� � � , 3• .. S M • t • Y M� r .• • () I � I r ♦ • D . i illy +� �••{ s •fit✓ \ x� r } e• h .• 1 t.,, f•": "a�•. i +�, • : �•: •s" r �• REGULAR: t 9 • 4 - - ' I R `� / j >••.: ;. .. c' ' .;. , ti : ?.z :• ..::#► { . x 19 " 11 • �' . • SITE LIGHTING - ' ,"• ~.../ A, I 1 .�' h ., : : - : ? : ;SEE DESIGN *x` "' ' "•� ►� C OMP ACT: 1 ; 8' x 16 RAISED CONCRETE 1 t •al I M r.: Y'' •rx -� .::':,3 n . t 1 i r I , �,,:.- .xt'.c•Y ::: BUILD ELECTRICAL 1 I 1 COLORED ,, TRA �■ :: ,'s tt �••:' :� PLANS (TYP.) t: . PEDESTRIAN :.. ;'; 1 '• k: •' =+ n VE o FACLJTY �XISTNG cam SIDEWALK ®DRI PERMIT) . TIP t r•. r \ , 1 f..: :w .hr`11 a 1r 'ti t� .-..-• �!f - 's iS, •.14: ti'•• a !' t. , t•• �� • rl� AISLE -SLOPE AG I , t r . t ::. I•t , ' : . -•• '? r 1 ' � •..� r'T / \ �' • :,. •Y 7! ,, 'Fr ,�j� -'rl " ,Ja t•,'�•- •.1~•IP•'. , ;. �.v. • . •�,,�� \ ` .r� t his • j•r` . i., ` 1• t ,yr ..f!'i}'� ;i;!�, PAVING TO MEET I f '` _ / p ri -. r•'� .! ° S 1,:x'1• � '•: / I TI UNDER SEP PERMIT) o o \ \ : :` r. �•:,:�..��� . #:�'• •��:;::.• �1 (N) RAISED 51D - ( 5EP , 5l 11 •�:. �� _ • SEE AI2.1 N TV (SHOWN HATCHED) •' J _.,. �- •� = \�� 4 (E) GONG. 511?EWA -K \ ' •`�"r y4j i MODIFY CURBS ) o (E) KIOSK I , L-a '!!�. ' `}, >t.;s.t ..• w .' , , DRIVE AISL L ANDSCAPING +l: \ 8- A 1 i '•.. ti • 3 `„',• , ,f;•;t. REO'D FOR FIRE ="; F s' .•;�" / �I .TRUCK ACCESS AS 0 �0 1 .� �Y -.� (E) C71LLIAM GREEK g�WIWI 5HOWN - SEE SHEET 1� I "` (� LLA `t ,n '. t / PER 5URVEY C 0 1 11 ' I - - - J ` ADO SCOPE OF WORK I. LAND50APING (5EE LAN05CAPE DW65) 2. CIVIL (5EE CIVIL DW65) 3. EXTERIOR MOD I F I GAT I ON5 TO ADMIN15TRATI ON 4 MAINTENANCE BUI LDING5 5EE A2.1, A2.IA, A2.15 AND Al2.1 4. ADDITION TO MAINTENANCE BUILDING FOR FLUID 5TORA6E 5EE A2.IA 5. METAL GANOP I E5 AT MAINTENANCE FACILITY. 5EE A2,IA b. 5ECURITY CAMERA5. 5EE AI •IE RECEIVED CM OF TUKWLA AN 3 1 205 pAIT CENTER dos- -o lz i r 1 I I L.LL1 nfkmammw A a 9 "%% f Mh \\ mb I r a a a a � I cow (E) CANOPY owl I MATCH , SCOPE OF WORK ' I W C Al2.1 t sh A2.1B a a v a a v MATCH �--- 1 LSE C Al2.1 I SEE_ A_12.1 FOR _AD _ • . 8 A2.8 WORK SEE All FOR MAINTENANCE R PLAN -.. "' °�' SCOPE OF AM —- - (E) cANOPY FLAZ ► Tr k ! D❑❑ o , - - -- 00 � IF II r C3 oll I O O 1 li ° °) o _ o c �.0o t •®c jwo 0 1 1 1 1 1 ' I 1 1 1 1 11 1 1 1 11 11 1 1/ ap 40 00 L �/ 11 N 11 11 11 �1 11 11 -I 1 —I r v MATCH LW B A2.B Azu 1 I:o a� i I .... ,, .. ......• .,y --•. . . w c ' -•- . .. wr,. • :,h� a . .. �. r� . y.. r , oa11�Ir�l TEOFIMO i CONSTRL)C s . SET 1/2a/o5 t ® CLIENT REVI5106 - 7/24/05 N0. I REVISION DATE i AL = o (N) CANOPY o SHOHN DASFMD SCOPE OF WORK MATCH UM B A2.8 A A2.1A t1� X X X X X X TRAS�I t REGYGLING MILIRE I I J r — l II i • L.JL.J 0 401 UASH#D) MAINTENANCE AND ADMINSTRATION BUILDINGS OVERALL FLOOR PLAN vwut -or t� 8 16 32 RECEMED C OF T UKWXA AUG 3 1200 pEWT CENTER t5L.Lx4 'C Lmm^ 1 1 =1 ASSOCIATES ARCHITECTS AIA 1555 SAYSF IORE HWY 6300 rAh4E - CA - 94010 ■ TEL (650) 692 -9911 FAX (650) 692 -0181 IECI .... ,, .. ......• .,y --•. . . w c ' -•- . .. wr,. • :,h� a . .. �. r� . y.. r , oa11�Ir�l TEOFIMO CONSTRL)C s . SET 1/2a/o5 ® CLIENT REVI5106 - 7/24/05 N0. I REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENT'S BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT g o Q 12 J 5 O J ( j Z O z g o a z � z w .� o o., a: z ar X w a: ~ W ,0 40% Q 0 J a c) Z ILL 4 Q Z �Z Q 3 3 W J „Q 0 W .. V m o DATE JOB NO. 12/22/04 20457.07 A2sl SHUT d OF 31 ... -.. t .. •,r .� . .... ,, .. ......• .,y --•. . . w c ' -•- . .. wr,. • :,h� a . .. �. r� . y.. r , , a .N4 I •1 .. •.. r �. LI A .w- Sv r YL s t ♦ c L 1 C. �►. i '2 t ? I I I � o> I ATCH B A2.1B A A2.1A (N) CANOPY (SHOWN 2' -10" DASHED) SEE PREFAB METAL CANOPY DWG5 ' � O O I I U� • 1 o t � I rt OF WORK Ye i i tip 1 -II" OF BIIN.DING X T.I. PERMIT FOR TERIOR WORK. A2.1 FOR TERIOR PLANS. "`'MIN "' "• 1 1 P 3' - IO" 12' -1" I 70'-0" , 101-0" 6' -0" q'-Q• 0� I I o I I - I #MISCELLANEOUS ST STEEL M HOLLOW METAL SCL SELF — CLOSER (E) WALL 7/2q/05 I 'Q N 8'W x c1114 ROLL THRESHOLD REVISION -} F - 1 f !- - 1 (- - 1 f — = -{1P DOOR --� DOOR FACE FINISHES i I �I 1 (N) 20" x 1 M Z PT PAINT I I I I I 11 11 I O ROLL -UP (N) (P) ASPHALT RAMP ALUMINUM FF FACTORY FINISH L J L J L I L J L J w/ MOTOR -- SEE CIVIL (`TYP 0 151 r - 1 r ~ - - i (N) CANOPY b" ROLL -UP DOORS) 2 0 1 1 I b" 21' -0" 6" a cr) Q0 � . 1 1 1 1 > E E o -- 0 0 0 0 L— ._ _J 1., - -J o 0 ID Q 0 ' = O Q o - z x x x x (N) SPLIT-FACE GMU WALL (N) 6" VIA. o �- _jf f f' � w G � 2 x � 5E I SOLLARP • � T a �} / _ (NP) Z 0 o Z W U 'Q v L LL_ x x x x � SCOPE OF WORK SCOPE OF WORK 152 G n DOOR & W DOW CODE LIST CONSTRUCTION FRAME MATERIAL #MISCELLANEOUS ST STEEL M HOLLOW METAL SCL SELF — CLOSER (E) WALL 7/2q/05 AL ALUMINUM TH THRESHOLD REVISION -} a� NOT t!5w WS WEATHERSTRIPPING DOOR FACE FINISHES SG SAFETY GLASS M METAL PT PAINT v -� AL ALUMINUM FF FACTORY FINISH .� .�'C 0 a E(n♦��.• 11�� (NU WALL t DOOR IN ���� 4'-4" (E) MAINT BLDG - 5EE PLAN 00,77, 73 PR 5'-0" 6ATES ++ + .� + # + (TY'I' OF 2) (E) ARCH t BASE r - I r — I r F_ — I r oyp) 1 II II 11 II I � II I I I I i CYCLE BIN (TYP LJLJLJL.JL-J OF 5) In i I I I __ --(N) .ASPHALT RAMP � i I I 1 I O I GONW., PAD 0 0 L ac x GATES I 'TRASH DUMPSTERS ♦ x x / * ♦ `'�- -� TRASH x ENCLOSURE VV GMU MALLS i CHAIN LINK 6ATE5 NV A000 5LAT5 TRASH ENCLOSURE @ MAINT BLDG. virol 0 ' MAINTENANCE BUILDING PARTIAL FLOOR PLAN A C IRA t J 0 0 - 0 o ; 0 0 c `aos- o I2 O 8 16 32 i I 1 1 f � /0 _10\ � II i u 20' -0" I 0 Al *3 (N) 20 x q H -UP W/ MOTOR 0 0 . r .. i MATCH --(N) &LASS IN A2.1A (E) FRAMES I CA O 1 1 i 0 (E) - - - I (N) CANOPY 21'-0" b° , tv.I.F� ,O L 1 1 o NEW OIL o 0 0 0 o 0 0 6AL) o Q o 0 0 0 r -- - --� I (OFGI) STE OIL - - - (500 GAL) o ° �-- (N) BUILDING OF WOW EXTEN51ON FOR i FLUIDS ROOM 3. DCOR S CHEDULE DIM TO F.0 . S. CENTER (N) - NEW c O DIM TO -- -- .. ALIGN (E) WALL 7/2q/05 NOT U5ED DRB MODIFICATION (N) ONE HOUR FIRE NOT USED cn REVISION -} a� NOT t!5w v (N) CMU WALL - .— �. � -0 v -� L E I .� .�'C 0 a E(n♦��.• 2 0 v p a cr) Q0 a a > E E o -- 0 Z m Q Q W z a: N m 0 a w v (') Z T a _ _ tY Z 0 33 Z W U 'Q v L LL_ DATE ,JOB NO. 12/22/04 2M7.07 LL- SHEET 001 ST PR 3' -0" X 7' -0" - ST AL FF AL FF - - - - * 0 SCL,WS,SG,TH, *2 002 ST PR 3' -0" X 7' -0" - ST AL FF AL FF - - - - * 0 SCL,WS,SG,TH, *2 005 ST 3' -6" X 7' -0" - ST AL FF AL FF - - - - * 0 SCL,WS,SG,TH, *2 007 S 3'- 0 "(2' -0 ") X 7' -0" - ISC M PTJ M PT -- I -- - - C 1 HR SCL, WS, SG, TH 009 RU 20' -0" X 9' -0" -- IST M PTI M IPT - - - - *3 - - 010 F PR 3' -2" X 7' -0" - ST M PTI M PT - - - -- C 0 SCL, WS, TH 011 RU 8' -0" X 9' -0" - ST M PTI M PT - -- - *3 - - 012 RU 20' - X 9' -0" - ST M PTI M PT -- - - - *3 - - 013 ST 3' -6" X 7'. -0" - ST AL FF I AL FF - - - - * 0 SCL, WS, SG, TH, *2 151 F PR 3' -7" X 7' -O" -- ISTI M PT IM PT - - - - C - SCL,TH 152 F I PR 3' -7" X 7' -0" - ST M PT M PT - 1 - - - . 1 C - SCL,TH,WS RECEIVED CRY Of TUKWILA AU6 3 1 M PERMIT CENTER (E) - EXISTING DIM TO DIM TO F.0 . S. CENTER (N) - NEW DIM TO -- -- DN -- DOWN F. 0. FI N . ALIGN (E) WALL 7/2q/05 NOT U5ED DRB MODIFICATION (N) ONE HOUR FIRE NOT USED RIAWD WALL REVISION -} IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE NOT t!5w OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT (N) CMU WALL - SEE STRUCTURAL i I i I BLUNK DEMATTEI A330CIATES AR CTS . AIA 1555 BAYSF♦ORE 1-11 Y #300 NIE - CA - 94010 TEL (630) 692 -9911 FAX (650) 692 -0191 ■ I AVIVECT in NMI Is ,►�OF W 1001 CONSTRUCUM SET 8 CLIENT RE1/1510N5 7/2q/05 QI DRB MODIFICATION SA0 105 NO. REVISION GATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT g � O U w Z W a. J 0 a -- w 2 i3c a p a cr) Q0 a > a: 0 0 < 0 o -- 0 Z m Q Q W ,J � ots a: m X W a a w a (') Z T a 1� a mj Z am Z 0 33 Z W 'Q v 'm DATE ,JOB NO. 12/22/04 2M7.07 A2slA SHEET d OF 37 I i I I i 1 1 ♦ r "w r• ..N r . •..y ,. .,,. r....r ♦ .... ww/..� �. ^..+. • . ref. .. .: •« •< viM +M r.+• - . .P• • ... ...� 71 �. .. � � -r .. • . r � • .. �t 1' • • e y - w'. r.. .++�rf.+wr.�. «- ..s - .r.ww.. ..w...�r.... -�rr.r ..w.w......r.....r r..^.�y.,...WA.Ar,N..•w. -J-w r- .�.riw•4n►+�+M.�•�(i::�:, -� w-- .. S X"•.�,r• iw.�Ft.... •. t. . 1 . • .� .• r `• n - MA CH LNG C Al2.1 SEE Al2.1 FOR T RATION BILDNG _ A2.10 -- (I) CHAIN LINK I I " FEW-,E W/ GATE ' A2 t 5NUPE CARD. PR+OVIDE Ic_____ LEAF " (rU6 " DI,• WLLAW (TYr) SCOPE OF WOW i I (hU 5TOR8cRONT WINDOM 002 001 I ! v v 1 I OF WOW i 1 r , i L/� IN (E,) t 1 , Z CANOPY A/ (ICU FABRIC FACING i SCOPE OF WOW sff sHr. APLv► FOR 000n AND rwiuwARE ears MATCH LM C Al2.1 (E) ROOF SCOPE OF WORK 0 A2.1B Z) '~ + (E) CANOPY � (E) ` "fto � FAGIN6 FABR IC, I (E) I (E) ' I I � I i_j �. ---� •_ -- -- -++��' �� � � •� � -ter-- �- .�. r O B 16 93 MAINTENANCE BULDING PARTIAL FLOOR PLAN B ve-r -v H . . • ��� . • v i .ter• (N) CMU WALL - SEE STRUCTURAL OLtJW MMATTEI ,A830CIATES ARCHITECTS AIA 15 33 SA YSHCOtE !-!WY *300 CA - 94010 ■ TEL (630) 692 --9911 FAX (630) 692 -OMI ■ 7 IECI ATEOF RECEIVED CONSTRUCTION : SET , CITY OF TUKWI e CLIENT REV610M AN 3 1 1E GEND M MOVIFICATION 5 AO1 05 NO. REVISION KWIT CENTER (E) - EXISTING DIM TO OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT DIM TO O I -.O.S. I CENTER (N) -NEW 0 V DIM TO- Z DN - DOWN ( F.O.FIN. ALIGN (E) WALL 0 a: -(N) -- WALL- J NOT USED Q H . . • ��� . • v i .ter• (N) CMU WALL - SEE STRUCTURAL OLtJW MMATTEI ,A830CIATES ARCHITECTS AIA 15 33 SA YSHCOtE !-!WY *300 CA - 94010 ■ TEL (630) 692 --9911 FAX (630) 692 -OMI ■ 7 IECI ATEOF 1 CONSTRUCTION : SET , e CLIENT REV610M © M MOVIFICATION 5 AO1 05 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT O CID 0 V Z w 0 a: J 0 Q z z Z.j W ..,.� — an a: co a: W w 0 �Q V o 6 0 Z J d LL Z Z J w z Z W (0) Q 'Q too DATE jOB NO. 12/22/04 ZM67.07 A2mlB SHEET 7 OF W I , I 1 l 1 I .�.►�. .. .. ... .. .. w.�r+,��.rf.... �+..w..:... ..n .i- ....mow... ♦.r.• �.. •r+r• r...�.,.., .rr•+•s��.+►�.�• ♦ � t t .. �"�, x �.•..� f f a ;., .� ..�• r MATCH SEE Al22 FOR ADIII MTRATION BLDG ROOF I ME A AS2 Sam cr Q w w �B A22 f- �GA • NOPY I e/ � Z �'tu95 rl CIO e� �°��' AN 3 12005 1/16"sT -0' OLI.AW DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 SAYE H WY #300 8LAtLN4GA#4o§E — CA — 94010 ■ TEL (650) 692 -9911 FAX (650) 692 -0181 775 �E+01$TE� MOVECI i { ` I OF f CONSTRUCTION j 1/2a/o5 ,e c, 10 T W'0510N5 - 7/. - a /o5 IQ DRB mmnr AT1oN 5/10/05 NO. ,REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM MATH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT • 0 � 1 N 3 12 ul V z Z Q mi { LL 2 0 { � Z �'tu95 rl CIO e� �°��' AN 3 12005 1/16"sT -0' OLI.AW DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 SAYE H WY #300 8LAtLN4GA#4o§E — CA — 94010 ■ TEL (650) 692 -9911 FAX (650) 692 -0181 775 �E+01$TE� MOVECI OF f CONSTRUCTION SET 1/2a/o5 ,e c, 10 T W'0510N5 - 7/. - a /o5 IQ DRB mmnr AT1oN 5/10/05 NO. ,REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM MATH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT • 0 � 1 N 3 12 ul V z Z Q mi 0. LL 2 0 O oc & o cr. S 2 > J 0 a Z m p z �� W J ' OD p al W a: 1.1.1 V Z Z a W O Z Z W a DATE JOB NO. 12/22/04 20457.07 A2w2 SHEET 8 OF W • ♦ . w . .. .. ... ..... ... yr _- _ .. _ .. _ . ., . v.ti+n.+w w.- �- • ..� s rr........�.a ...�. fw.. �....�. .�..... ..w....n.� wn+- �.••r.. «w- ..irr• -. .. - �� + '.a `' ^w..+�Y � • " i� ..�1. w ,, �,,,��.'q� r .1• `v. -'r:.�./ .. . r a. NOTES SCOPE OF WORK REMOVE (E) PLYWOOD PANELS. INSTALL UI O P NTMIG PLASTER /CONCRETE WALLS - � (N) GLASS WINDOWS W (E) F AA6Af'S. � (N) PREFABRICATED METAL EYEBROW � (N) 0/ (E) METAL CAP FLASHING G � E (N) METAL ROLL-LIP DOOR � (N) MACK CRAW IJNK DOOR w/ ® (N CONC. RAMP W/ / PAINTED COLOR / TINT To MATCH) CANOPY w/ RUSH FACE CANOPY do N PAINT WOOD SUITS METAL HANDRAIL REMOVE ( (E) GLASS, REPLACE w/ STEEL COLUMNS ® JEMPERED GLASS. COLOR / TINT TO (N) METAL SPANOREI PANELS - N) SPLIT -FACE CONC. MASONRY WALL - � ® (N) W TAI MAN DOOR PAIN FU PAINTED METAL A90VE GRQPID WAI GROOVED PdJ D 0■1CRE1E MATCH (E) REMOVE (E) PLYWOOD PANELS Q �AINT E TANK WAIT - PAW T d (E) G.0 -LAM BEAMS PAINT T j � DOOR PLASTER FASCIA 10 MATCH METAL SOF RICATEO ENCLOSED MALL PACK >IEEE gREC11lICAL ® (N) METAL PANE WALL o/ (E) CONC. WALL ) FABRIC CANOPY o/ (E) CANOPY �N) E) PLASTER FASCIA F RAMEWORK " --% CANOPY -AINT �J n INI 7 (N) ROOFING � (E) PP (N) PLASTER FINISH (N) g (N) PAINTED METAL BOLI.AROS oj (N) SLACK VINYL CSIAW -LINK FTrNCE REMOVE (E) VENTS l © N) SKIMCOAT PLA511rR o/ (E) (N) METAL PANEL FASCIA o/ (E) M WINDOWS AND STOREFRONT DOORS TO BE CLEAR CONC. MASONRY WALL PAINT STRUCTURE. ATTACH TO (E) FASCIA AS RED. -�- GL ANODIZED ALUMINUM WITH SOLAR MNT AZING PATGH ROOF AS (MA TCH 00STIING COLOR) REQ. TO MATCH 9, !J- �®, ADJACENT 11 sooPE OF WOW 12 ! ir 14• 15) ; I 00 Noe, (R) MECH. UNIT BASE, REPAIR BUILT-UP ROOF 1'O MATCH EXb. ff \�J�_ � - ,► •,' : ,� •mss`• �r�^7 ;3 rri /ri ?/r� �/ i r ?/ r4/ r /r /' au t � r/ r/ � rr • t ; // / NU men 1 N © �i' Sri / fri?4i Fi?fri � rri I —_ �__�■ Y — - — I ii r/r `r/ �rr rJ.� r/ • • . . . At Am Ak REMOVE (E) VENT5 4 1 r� Rj0 0F AS I REG . TO MATCH •r r t • � r � O Q - w ■� I a Q O a � © © � ►i . 1 0 w • . o il . • • •* v IF - -II I O I■! � O r _ ,/ it �► ■ ■'■' /rj �, � ■ ,TIC / -Y7` TI /i�� - 7� r � T� /'TI�� T/ - ■ ? r � r rI / / /�!I -/ /I / ?I . f•I `rI -r I / r/ / �! / �� w' � � I -, r / / /I� I rl / r/ r � . • �w r ■�_ rI // / / rI ' ri r / rIr I • �r/ r/ r /.I N/ ?/ S� �fI r /. / r �/ �` r/ r/ r � I _ � _ _ ' ■ " /r/ rrr/ � ?� . ; '�s c /ir r /N4 /r/ r4i r4/ � � • �.� . • ..�..� © © � © � � �"'.w.�+ a : • � !// ?/ jG/r,�- t /f� I Sr/ r ?/ r ?/ r /i/ r4/ r� • � ..�.�� • ..r-- � . � -� �� ■ !r/ r ?/ r4/ <•s~' ?I�' vriri/r� /r/.i /r�l.i /r/r�G � - • f�. � � - . ^w...�.�..�..�.,. f \ r /r/ rrr • • n 1 I ■ r/ r/ r/r /�/r/ // ; , r/ rr 1 � ■ �I //� ?IrI /rr.�!r /r�rrl .r /ri /i Ir / /i ` / r� r rrp i�'r ��� r �. /, • �' I i / } i OL.l*4K DEMATTEI ASSOCIATES ' ARCHITECTS ,AIA 13 33 SAYSHORE 11-1wY #300 ME - CA •- 94010 ■ TEL (630) 692 -9911 FAX (630) 692 --1181 I i I d� ATE CONSTRUCTION fi SET ® CLIENT REVISIONS '7/24/05 �I ORS MODIFICATION 5/10105 NO. EREMSION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM NTH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY j BE REPORTED TO THE ARCHITECT co 0 V Z O a: p d�4 J � 0 C/) Q Z Z Z � -- J � m X W a: W Lu 40% a (.) W mi s o Z 4c cic Z 4 Z �� w — a a: o w Z 3 F— W V � � LI�J I I DATE .108 NO. 12/22/04 20457.07 A3w1 SHEET 9 OF 37 I I j I i •. �. .., ,... .. r ...,, .., ......• #.. .• • �, «i.. ..+•.iy - r......•,r■•• .• -_. .. .. .. .-. .. -.. .. -�.. ...... -.«- .� .,_ ... .. — .. .. .•.•_.... -,. - .. r - ... . .. - .. .. � _ .. .._� ... .- -. .. - - " ., _ . - ...... .. :.. ... ..• ..�...u,�.../r. a... ..r►•r� v+�.•.,, .+ •nyM+'- wr nw• .. f11i• M ,•.�•ry�., a•1�• --, i ,.-,w .... .r► •«.....— ..ter -■rr .art. .w.. .. •.'.. ..'. .... ., .. "_`. ,. a - ,i M M FISH NOTES SOM OF Wows gEMOW (E) PLYWOOD PANELS. INSTALL �XISIWIG PLASTER/OONCRETE WALLS - � (N) PREFABRICATED METAL EYEBROW � (N) 0/ (E) METAL CAP FLASHING � �(N) METAL ROLL - -W DOOR - � (N) BLACK CHAIN LINK 0001! w/ (N) CONC. RAMP W/ PAINTED AINT (N) GLASS WINDOWS IN (E) FRAMES. COLOR / iMdT TO MATCH (E) CANOPY w/ FLUSH FACE CANOPY I P AINT WO 00 SLATS METAL MANDRILL S TEEL COLCOLUMNS ��tEE VE (E) GLASS. REPLACE w/ (N) METAL MAN DOOR PAM1T rm) PAINTED METAL A80VE G ( dt00VED P01StED OTE 1ERE0 GLASS. COLOR / T1NT TO 14 (N) METAL SPANDREL PANELS - N SPLIT -FAI CONC. MASONRY WALL Q� L TA NK WALL - PAINT MATCH (E) REMOVE (E) PLYWOOD PANEI S O AIPT N D�OR (N) METAL PANEL WALL o/ (E) CONIC. WALL FA. TO MATCH ) PREFABRICATED ENClOiED WALL PACK NEE ELECTRICAL d (E) GLL -Wd BEAMS - PAINT ,WMIOOWS� � (N) PLASTER SdA `n TAI. SOFFIT FABRIC CANOPY o/ (E) CANOPY F) PLASTER FASCIA �'RAMEWO n T ��'.�� � (E) PLAZA CANOPY - PAINT �✓ (N) PLASTER FINISH `p (N) PAINTED METAL BOLLARDS � (N) IIILACK 11MIYL d1AW - LINK FENCE V (E) SKIMCOAT PLASTER ) o/ NOT METAL PANEL FASCIA I (E) pONC. MASONRY WALL PANT Q WINDOWS AND STOREFRONT DOORS TO I CLEAR STRUCTURE. ATTACH TO (E) FASCIA AS RED. /►NODIffD ALUMINUM MATH SOLAR TNT GLAZING - MN� - (MATCH EXISTING COLOR) SCOPE OF WORK P (N) MECHANICAL Q ,! N R l/) S SCREEN � cM ADMINISTRATION BUILDING 'Q Q � OE) PLAZA � (t) nHEr,,t - CO NCESSIONS 3:� Im p (:Q§) MAINTENANCE BULDNG - M RQ 2t (V I -HOUR CEILING THR 0 SASE LAYER 5/8" TYPE N% APPLIED AT R16HT ANGLE JOIST W/ hl /4 TYPE "S" C DRYWALL SCREWS 24" 0.1 LAYER 5/8" TYPE "X" GYF APPLIED AT R16HT ANGLE JOIST W/ 1 - TYPE "S" , DRYWALL SCREWS IT O.0 LAYER TYPE "G" DRYWAL PLACED 2" BACK ON E: ITI� OF FACIE LAYER ENV JOI1 V' O.G. (N) METAL PANELS T MAINTENANCE BUILDINb V BUILDING ALLEY) SCKM OF WOW - (N7 H. LOUVERS - SEE MECH. DW.75 (TYP) FLASH (E) BUILDINb � TO (N) CANOPY (TYP) I 1 � ..�i '�. � i� ��i :��i r.• 1. i ii. i "��i �! rn ��r •i. :�•i. \ 1 :�•� :�� A��:, �� � { i�: � WEST ELEVATION im OUR CEILING @ FLMS ROOM .• ... _._. 00- 1PACKIN& FOR (NU PLATE - &YM3p. AS NECESSARY WRAP IN/ 2 LAYER5 TYPE \ N I -HOUR CEILING THRROUGHOUT FX6. AND NEW C:EILIN& STRUCTURE, \ \ EE: \ 2 w \ � O \ \ \ (E) GM) WALL A \ \ \ > oo (E) GLU -LAM BEAM AND FOOTING BEYOND (SHOM DASHED) (E; GONG. °SLAB oo (W GMU WALL \ AL.16N -a 1 � �� i i �- -� � �� �.- - �. -� �- .� ry •./1• r. .� � �. - � r. �. �- �- �� � A i ! � �� rr. i �. -. .� �./ .- � III y/ . A + FOOTING 1 e• 1 SE CTION @ FLUIDS ROOM (4) FLUID ROOM EXTENSION (5M A2.1) SEE ' ri (N) METAL 8L XAirwo E OF W0W CANOPY SEE MAINT. B BAY SLAB FIN. GRADE SOUTH Q � ' -O" � SPLIT -PAGE L . • I SEE STRUCTURAL i { SCOPE OF WOW �-� 4" x 4" 20 GA GSM DOwNSPOUT (N) PLATE - ARAP w/ 2 LAYERS TYPE "X" GYPBv- (N) GMU WALL, . SEE STRUCTURAL I. (� (N) ICONC. SLAB STRUCTUR I� • VAPOR li �I . CW ACTED I A 66FMS ATE B ASE 0 4 3 • * - (r �@ AAAN7ENANCE BIILDfdC yr • T - (N) SPLASH BLOCK AT 00"6POJT5 ) ,L GRADE SEE CIVIL Q (N) GONG. FOOTING, 1 SEE STRUCTURAL RECEIVED CRY OF TUKWLA -. �--. -- - --- --- --- --- AUG 3 1205 pEFSIAIT CENTER mss- 012 = ..%jww% Lo=nnr % i i Ga ASSOCIATES ARCHITECTS AIA 15 55 6AYSHO tE HNVY 0300 CA — 94010 TEL (650) 692 --9911 FAX (650) 692 --0161 T 71166 A7E�i�IS1�T�1 CONSTRUCTION SET ® CLIENT REVI510N !S '1/24/05 �I ORB MGIm4ATIONI 5/10/05 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT O (AM) Z a: w O < 04 < J 0 cj) Q zz I- 00 z W a: cia x w � +W � W J Q V Z (a) 'Q arm Z Z 10 a w Z I 'Q W X V m w DATE JOB NO. 12/22/04 20457.07 A3w2 SHEET ' 10 OF Sf w .ice. .,y ... +.+:.r.,r.�,,,,e. y_«.i^• -s.��_ ... �. ,...tom• ROOF SHEATHING - vrim 1- 00 0 8 I b 32 . Mov W ' r M) GoNICC. wALL (R) REGLET, FLA5HIN6 i - CANT STRIP - REPLACE W/ 2 (N) RE&LET, FLASHING t SEP a CANT STRIP TO MATCH ( D (NOTE: CANT STRIP SHALL +(R) 2xb COMPLETELY COVER (R) BUILT -UP "OUTRIGISERS" (, TU . CONCRETE ANCHORS) ROOFINIG AND (RI 2X8 TRIM C" n ` REfLAGE W NEW _ _ E3UILT -UP ROOF 00"GPOUTS i GU IT - �JP ROOF (N) LEDGER Wl CO. NG SLOPE TO MATCH SEE STRUCTURAL I NTO �L ANCHORS, EX6. (1/4" PER (R) COPING, FASCIA, (N) L5L RIM, SEE STRUCTURAL FOOT, MIN) RIP 4 SEE STRUCTURAL ` ;BL.I?GKI (W CONTINUOUS 20 - - -�-' r--- -- ---- GAUGE 6r5M GUTTER ('PAINT) ALONG NEW im OUR CEILING @ FLMS ROOM .• ... _._. 00- 1PACKIN& FOR (NU PLATE - &YM3p. AS NECESSARY WRAP IN/ 2 LAYER5 TYPE \ N I -HOUR CEILING THRROUGHOUT FX6. AND NEW C:EILIN& STRUCTURE, \ \ EE: \ 2 w \ � O \ \ \ (E) GM) WALL A \ \ \ > oo (E) GLU -LAM BEAM AND FOOTING BEYOND (SHOM DASHED) (E; GONG. °SLAB oo (W GMU WALL \ AL.16N -a 1 � �� i i �- -� � �� �.- - �. -� �- .� ry •./1• r. .� � �. - � r. �. �- �- �� � A i ! � �� rr. i �. -. .� �./ .- � III y/ . A + FOOTING 1 e• 1 SE CTION @ FLUIDS ROOM (4) FLUID ROOM EXTENSION (5M A2.1) SEE ' ri (N) METAL 8L XAirwo E OF W0W CANOPY SEE MAINT. B BAY SLAB FIN. GRADE SOUTH Q � ' -O" � SPLIT -PAGE L . • I SEE STRUCTURAL i { SCOPE OF WOW �-� 4" x 4" 20 GA GSM DOwNSPOUT (N) PLATE - ARAP w/ 2 LAYERS TYPE "X" GYPBv- (N) GMU WALL, . SEE STRUCTURAL I. (� (N) ICONC. SLAB STRUCTUR I� • VAPOR li �I . CW ACTED I A 66FMS ATE B ASE 0 4 3 • * - (r �@ AAAN7ENANCE BIILDfdC yr • T - (N) SPLASH BLOCK AT 00"6POJT5 ) ,L GRADE SEE CIVIL Q (N) GONG. FOOTING, 1 SEE STRUCTURAL RECEIVED CRY OF TUKWLA -. �--. -- - --- --- --- --- AUG 3 1205 pEFSIAIT CENTER mss- 012 = ..%jww% Lo=nnr % i i Ga ASSOCIATES ARCHITECTS AIA 15 55 6AYSHO tE HNVY 0300 CA — 94010 TEL (650) 692 --9911 FAX (650) 692 --0161 T 71166 A7E�i�IS1�T�1 CONSTRUCTION SET ® CLIENT REVI510N !S '1/24/05 �I ORB MGIm4ATIONI 5/10/05 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT O (AM) Z a: w O < 04 < J 0 cj) Q zz I- 00 z W a: cia x w � +W � W J Q V Z (a) 'Q arm Z Z 10 a w Z I 'Q W X V m w DATE JOB NO. 12/22/04 20457.07 A3w2 SHEET ' 10 OF Sf w .ice. .,y ... +.+:.r.,r.�,,,,e. y_«.i^• -s.��_ ... �. ,...tom• ROOF SHEATHING - 'i I _�Lll LI6HT FIXTURE 1. AREAS OF S -1 OCCUPANCY [MAINTENANCE (135), WOMEN (128), MEN (129), DISTRIBUTION DEP 7 (130), ASST M &D MANAGER (132), DISTRICT MANAGER (133), DISTINCT COORD (134), STORAGE (150), (E) FLUIDS (151), TIRE STORAGE (139), WARRANTY STORAGE (138), PARTS STORAGE (137) AND PARTS MGR (136)] SHALL HAVE VENTILATION THAT COMPLIES WITH WASHINGTON STATE VENTILATION & INDOOR AIR QUALITY CODE. SEE DESIGN /BUILD MECHANICAL PLANS. 2. EMERGENCY LIGHTING WILL BE PROVIDED AS REQUIRED BY I.B.C. SECTION 1006.3. SEE DESIGN/BUILD ELECTRICAL LIGHTING PLANS FOR EMERGENCY LIGHTING INFORMATION AND LOCATIONS. 3. LIGHTING CONTROLS SHALL COMPLY WITH W.S.E.C. SECTION 1513. 4. DOORS 105, 104, 113, 114, 103, 115, 139, 140 AND 102 SHALL BE INSULATED TO THE MINIMUM REQUIREMENTS OF AN S -1 OCCUPANCY FOR A SEMI - HEATED SPACE, PER WASHINGTON STATE ENERGY CODE SECTION 1310.2. FffUCTO CELNG PLAN NOTES 1. REFLECTED CEILING PLAN IS FOR THE LAYOUT OF THE NEW SUSPENDED AND GYPSUM BOARD CEILINGS, UGHT FIXTURE LOCATIONS AND TYPES AND SWITCH LOCATION ONLY. SEE ELECTRICAL FOR FIXTURE SPECIFICATIONS, CIRCUITRY AND LIGHT SWITCHING. U.O.N. ON THIS PLAN. 2. FIRE PROTECTION LAYOUT IS BY GENERAL CONTRACTOR. SPRINKLER HEADS SHALL NOT OVERLAP THE CEILING GRID AND SHALL BE LOCATED CENTER OF THE TILE, BOTH WAYS. 3. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FlELD. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY FIELD CONDITIONS PRECLUDING THE SPECIFIED PLACEMENT OF FIXTURES, PRIOR TO PROCEEDING WITH THE WORK. 4. CONTRACTOR SHALL TEST ALL FIXTURES TO INSURE PROPER WORKING ORDER. 5. ALL LIGHT SWITCHES AND THERMOSTATS SHALL BE MOUNTED AT 48" A.F.F. UNLESS OTHERWISE NOTED. COVER PLATES SHALL BE WHITE AND SWATCH DEVICE SHALL BE WHITE. 6. GANGED SWATCHES SHALL RECEIVE ONE COVER PLATE. 7. GENERAL, COIl1NA TM SHALL %0IFY REQUIRED CLEARANCES ABOVE CELM Fiat SPECEED FIXIURES PRIOR 70 ORDEJMIG FIXTURES. IS, Ai 5 NMICAIED. CENIEAEO BOTH WAYS ON A FULL. CELM RE O. CE LJNG SHALL BE MOIJ111ED AT W-d' UNLESS 0�1FWItSSE N07ED. 10. CEILING GRID SYSTEM SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 11. CEILMG SYSI MS SU LL COWL M COMKEIELY 70 2003 M SM So CIURAL OItAIOS FOR 96TALLA710101 WOU 12. ALL HANGERS AND BRACIIG FOR THE CEILING OW SHALL BE INSTALLED BY THE SUSPENDED CEILING SUBCONTRACTOR. 13. ALL MANGERS AND BRACW FOR 0*WR I1EEMS SHALL BE INSTALLED BY THE SUBCONTRACTOR INSTALLING 1FIOBF ITEMS. 14. ALL HANGERS SHALL BE WRAPPED IN A MINIMUM OF 3 FULL WRAPS. 15. MAIN RUNNERS SHALL NOT BE LET INTO, NOR COME IN CONTACT WITH, ABUTTING WALLS. RUNNER CHANNELS SHALL BE LOCATED WITHIN 16" OF WALLS. IL LE%U= OF T--W^ 1LESm LIGHTS AND GYPSUM BOARD CERAN S'Y'STEMS SHALL BE BY UgHT LASSM 17. PROVIDE STAINLESS STEEL ESCUTCHEONS AT ALL CEILING OPENINGS. I& CONIRAC101t SHALL CC 01 0010( IM ALL 7RADES MVM%W TO WSW CLEARANCES FOR FO(TU I M Ot CM CERAM ETC. 10 MAWAM Its SPECEED FMiSH CERM NEWT ASOAIE 7HE FMiSI FLM SLAG AS NOTED ON 7HE ORA iiii. CI.ARScY ALL OOIfUC75 W1H 7HE ARq#7EC I FOIL DNEC1 K 19. SMALL VE1aFY OGS1MiG I= AIM U=710011 OF ALL PURIM M WW MECHANWAL, DUC % AM ANY AM ALL 071M:R MOSWC CONSIRUCIM CONTRACTOR SHALL MSTALL ALL NEW PIUMM1M M�,rGHA1M(`.AL FAN% DUC % COlMUn ETC. 9O AS NOT 70 MMLICT " TIGHTS AND ALL E)MIM OONSINUCIIDM. LIGHTS AND 01M FD[lUAE LrOCA1101 - S AS SH MI ON OWLEIDED CELM PLAN SHALL NOT BE MIOOM this OTlwompsSE DIRECTED BY ARCHFMT. 2& PRO%= SIO(E DEIECIORS AS REQIMIED 70 MEET ALL COOS REQUI 21. INSTALL UGHT FIXTURES WITH PROTECTIVE MYLAR OR SIMILAR COVER OVER LOUVER LENS, BAFFLE, ETC. TO AVOID FIXTURE SOIUNG OR DAMAGE OR BOTH. REMOVE COVERS AT PROJECT CONCLUSION, USING CLEAN. WHITE GLOVES. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. LAMPS SHALL BE NEW AT PROJECT COMPLETION. 22. PROVIDE DRAFT STOP ABOVE CEIUNG AS REQUIRED BY CITY OF TUKWILA FIRE DEPARTMENT. 23. PRIOR TO COMMENCEMENT OF INSTALLATION, SUBMIT DESIGN -BUILD FIRE SPRINKLER SHOP DRAWINGS TO ARCHITECT AND OBTAIN APPROVAL FROM THE CITY OF TUKWILA FIRE MARSHAL.. CONTRACTOR TO OBTAIN SEPARATE PERMITS REQUIRED FOR SPRINKLER SYSTEM. PROVIDE A FIRE SPRINKLER SYSTEM WHICH IS COMPLETE IN ALL REGARDS, INCLUDING, BUT NOT NECESSARILY LIMITED TO, PIPING, VALVES, SPRINKLER SYSTEM AND SPRINKLER HEADS. USE ARCHITECT'S REFLECTED CEILING PLAN FOR LAYOUT GLADELINES. CENTER HEADS IN 7US. RELOCATE ANY SPRINKLER LINE THAT INTERFERES MATH PARTITION OR UGHTMNG LAYOUT. 2 4. SEE AO.1 FOR GENERAL AND CONSTRUCTION NOTES. ALL ITEMS ARE NEW UNLESS OTHERWISE NOTED. Fol X 2 RECESSED FLUOR. LIGHT FIXTURE (LITHONIA PARAMAX PM3, T -8 LAMPS, 9 CELLS) 2 X 4 RECESSED FLUOR. LIGHT FIXTURE Lv. _J (LITHONIA PARAMAX PM3, T -8 LAMPS, 18 CELLS) 8 2 -TUBE FLUOR. STRIP LIGHT W /WIRE GUARD (NUMBER INDICATES LENGTH IN FEET) "-') WALL - MOUNTED FLUOR. FIXT. —s NUMBER INDICATES LENGTH IN FEET) �LITHONIA UN W/ WIRE GUARD) ¢ CEILING-HUNG FLUORESCENT FIXTURE W /WIRE GUARD NUMBER INDICATES LENGTH IN FEET) LITHONIA AFP W/ WIRE GUARD) 2 t UNDER - CABINET FLUORESCENT (NUMBER INDICATES LENGTH IN FEET) (LITHONIA LC) RECESSED DOWN LIGHT (LITHONIA LP8F) RECESSED DOWN LIGHT - WALL WASHER (LITHONIA LP8F) © 40OW METAL HALIDE FIXTURE (LITHONIA THP - HIGH BAY • 16' - AFF) `Loi 40OW EXTERIOR METAL_ HALIDE WALL. PACK. (LITHONIA TWH - MOUNT PER EXT. ELEVATIONS) O ■ lei NOTES: SEP 2810 cw Oaf Tub tlu HVAC SUPPLY GRILLE - SEE MECHANICAL HVAC RETURN GRILLE - SEE MECHANICAL HVAC EXHAUST GRILLE - SEE MECHANICAL EXHAUST FAN - SEE MECHANICAL WALL - MOUNTED THERMOSTAT - SEE MECHANICAL SPRINKER HEAD - SEE DESIGN -BUILD SPRINKLER DWGS WALL - MOUNTED LIGHT SWITCH EXIT SIGN. ARROW SHOWS DIRECTION - SEE ELEC. DWGS SMOKE DETECTOR - SEE ELEC. DWGS. SECURITY CAMERA (ARROW SHOWS DIRECTION LL1 OF CAMERA; DASHED LIVE SHOWS CIRCUIT ROUTING OF CAMERAS) 1. ALL ITEMS ARE NEW U.O.N. 2. SEE MECHANICAL DRAWINGS FOR HVAC, ELECTRICAL DRAWINGS FOR LIGHTS do LSS INFORMATION AND DESIGN - -BUILD SPRINKLER DRAWINGS FOR SPRINKLER INFORMATION. -D(2 RE OF KW" AN 3 120 p IT Cem BLUNK DEMA I I El ASSOCIATES ARCHITECTS AIA 1535 IRAYSHORE I-WY *300 -CA -94010 TEL (630) 692 -9911 ■ FAX (630) 692 -0181 776 R6t3�TE1M ECII OF 10 1011 CONSTRUCTION SET 1/2 (1/05 ® GLIENT RENI510N5 l/2q /05 nl DRB MODIFIGA'TION SA0105 NO. REVISION i DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT o 'Q V Z Z Q a 0 20 Rcr 9 4c o j W w J V Q z Z.j � W W 4c -- 1— im c.) H W W x a: w Q z w �mw < Z Q 3 � Z CV Q DATE J NO. 12/22/04 20457.07 A6mlA SHEET r OF ST � .. .... , .�., ♦.... . . . +w+f+.►+•� • .. .►+...: �. «....�...i+....w -r. �... +��.«.. .....�.�. ... �,.w..«....+r .. ..- .►i- �w.�.••�•e��s.�.e"�.1� ,':^ `. yL�� :1L ..4.: •h,•'r: ^'iE!^ . .. )V.� .a �'� �w�.� .��i. �.... � ./- «. r. .1 • w.. . .. � �'� � . � :: y - El a v 13 MATCH LIM C A16.1 SEE A16.1 FOR TRATION r r r �. r �� r r �wl� w �� r r Iw>.rlr:� w r �� i • �� w r ww w w ��� w w r r w� T B Aem I I I REPLACE (E) LAMP` E3ALLA6TS IN ('E) LI6HT BRFF7F a Y_ (?Yp) _ _.... f � __ --- - MATCH l.W C A16.1 - - 1 B A6.S L16HT FIXTURE ti /N SCM O wl w r A I I I I I R TE i I i v M - - i \ 1 l� . I � u M it V 0 ya g Ile h M 1 r$111111111 .I. , .nh r, I N 40 11 9 Umbmilur A Y I h t .1 I N nl 1 � 1 3 DOOR OPNrb LI FIXT�M f i EQ. EQ. O I I I 0 0 l 1 �1 � o , : I Ty J �J I� I ' I 03 I �I M B A6.1B i I � A AWA 1 / ED 1 moan • SEP 2 8 Z005 I 1 ri ft MATCH Iw w ��� r w Ir�� w r w �w wl.l�r �I r Ir w w w w �� w r w r w w �� w w� •w w �w� w w �n� w w ww� w w rwww, r I w __ - - *� A6. lq FERE CTM CELM PLAN NOTES 14. ALL HANGERS SHALL BE WRAPPED IN A MINIMUM OF 3 FULL WRAPS. A A6. 15. MAIN RUNNERS SHALL NOT BE LET INTO, NOR COME IN CONTACT WITH. ABUTTING UEGB ® HVAC SUPPLY GRILLE - SEE MECHANICAL 1. REFLECTED CEILING PLAN IS FOR THE LAYOUT OF THE NEW SUSPENDED AND WALLS. RUNNER CHANNELS SHALL BE LOCATED WITHIN 16" OF WALLS. GYPSUM BOARD CEILINGS, LIGHT FIXTURE LOCATIONS AND TYPES AND SWITCH ALL ITEMS ARE NEW UNLESS OTHERWISE NOTED. HVAC RETURN GRILLE -- SEE MECHANICAL LOCATION ONLY. SEE ELECTRICAL FOR FIXTURE SPECIFICATIONS. CIRCUITRY AND 1d. LFVELNG T -BAR. T�ES LIGHTS AND (iYP�JM BQMD CElM6 S'YSIEMS SHALL LIGHT SWITCHING, U.O.N. ON THIS PLAN. K BY LK81T LASER. 2. FIRE PROTECTION LAYOUT IS BY GENERAL CONTRACTOR. SPRINKLER HEADS 17. PROVIDE STAINLESS STEEL ESCUTCHEONS AT ALL CEILING OPENINGS. 2 X 2 RECESSED FLUOR. LIGHT FIXTURE ® HVAC EXHAUST GRILLE - SEE MECHANICAL. SHALL NOT OVERLAP THE CEILING GP.ID AND SHALL BE LOCATED CENTER OF THE (LITHONIA PARAMAX PM3, T - LAMPS, 9 CELLS) TILE, BOTH WAYS. 1a CONTRACTOR SHALL OOGIONA1E 1= " ALL TRADES NVOL.VED 70 NOW 4 EXHAUST FAN - SEE MECHANICAL CLEARANCES FOR FDCRM M DUCT'Sr CELEM& ETC. IECESRAItY TO MAINTAIN THE 2 X 4 RECESSED FLUOR. LIGHT FIXTURE 3. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD. CONTRACTOR SHALL NOTIFY SPECN-mD FIMSHI CELMG H ENW ABOVE 1HE F� FUM 9LM AS NOTED ON THE (LITHONIA PARAMAX PM3, T -8 LAMPS, 18 CELLS) THE ARCHITECT OF ANY FIELD CONDITIONS PRECLUDING THE SPECIFIED PLACEMENT ORAL CL/IREY ALL CONRJC73 " THE ARCH11ECT FOR DIlECTION. 8 (1) WALL - MOUNTED THERMOSTAT - SEE MECHANICAL OF FIXTURES. PRIOR TO PROCEEDING WITH THE WORK 2 - TUBE FLUOR. STRIP LIGHT W /WIRE GUARD 1M' SHALL VERY �� FM AND �� OF �' 4. CONTRACTOR SHALL TEST ALL FIXTURES TO INSURE PROPER WORKING ORDER. PuAlwal ,, � MECHIIMMCAL Dt1CT'S AND ANY AND ALL OTHER EXIS700 (NUMBER INDICATES LENGTH IN FEET ■ SPRINKER HEAD - SEE DESIGN - -BUILD SPRINKLER DWGS SHALL NSTALL ALL NEW PLUM 04k 8 5. ALL LIGHT SNITCHES AND THERMOSTATS SHALL BE MOUNTED AT 48' A.F.F. FANS DUCTS 0ONDUr15r EM 90 AS NOT 70 OOT rN1H UJomT AND ALL UNLESS OTHERWISE NOTED. COVER PLATES SHALL BE WHITE AND SWITCH DEVICE EMS?Mrfi L Q= AND OTHIER FIXI MM LOCATIONS AS ON WALL MOUNTED FLUOR. nXT. $ WALL - MOUNTED LIGHT SWITCH SHALL BE WHITE AR(2#1ECT. Clam PLAN SMALL NOT BE MOORED tHE'SS OMIECIED BY (NUMBER INDICATES LENGTH IN FEET) 6. GANGED SWITCHES SHALL RECEIVE ONE COVER PLATE (LITHONIA UN W/ WIRE GUARD) LEI EXIT SIGN. ARROW SHOWS DIRECTION - 2O. PR011DE SMOKE AS RE(U 0M OS TO MEET ALL CO 11 v--= -; CEILING --HUNG FLUORESCENT FIXTURE W /WIRE GUARD SEE ELEC. DWGS 7. GEMMIIL. CONTRACTOR SMALL VERFY IIDpIJMlED MOVE CELM FOR NUMBER INDICATES LENGTH IN FEET) RECEIVED SPECIFY FOr ;g PAW TO ORDERM FDC7URM 21. INSTALL LIGHT FIXTURES WITH PROTECTIVE MYLAR OR SIMILAR COVER OVER LITHONIA AFP W/ WIRE GUARD) CITY OF TU KWILA LOUVER LENS, BAFFLE. ETC. TO AVOID FIXTURE SOILING OR DAMAGE OR BOTH. :2 !� SMOKE DETECTOR - SEE ELEC. DWGS. L ALL D010RJQM SHALL K CEII 901N WAYS ON A FLS.L CELM10 TU REMOVE COVERS AT PROJECT CONCLUSION. USING CLEAN, WHITE GLOVES. FIXTURES UN= 9190M NOICATED, SHALL BE MAINTAINED CLEAN AND AS NEW. LAMPS SHALL BE NEW AT PROJECT UNDER - CABINET FLUORESCENT 063 COMPLETION. NUMBER INDICATES LENGTH IN FEET) SECURITY CAMERA (ARROW SHOWS DIRECTION 0. SlJ�E1�FD ACOLJSIICAL CEILM SHALL K MOUNTED AT W-W IALESS NUMBER LC) Q OF CAMERA;DASHED LINE SHOWS CIRCUIT PAR COMA 22. PROVIDE DRAFT STOP ABOVE CEILING AS RE()UIREO BY CITY OF TUKWILA FIRE �� ROUTING OF CAMERAS) O1f�]!� NOTED. DEPARTMENT. -�} RECESSED DOWN LIGHT 10. CEL 4G Oft SYSTEM SHALL BE INSTALLED AS PER MANUFACTURER'S 23 PR(R TO COMMENCE OF INSTALLATION, SUBMIT DESIGN -BUILD FIRE (LITHONIA LP8F) NO AL I M A - EW U .O.N. SPECM1CATQRS AND NECOMIMENDATWNS. SPRINKLER SHOP DRAWINGS TO ARCHITECT AND OBTAIN APPROVAL FROM THE CITY � RECESSED DOWN LIGHT - WALL WASHER 2. SEE M ECHANICAL DRAWINGS FOR HVAC, 11. MM NEWS MALL COWON COMPLEIEL TD 2003 �C. SEE SMIC"AL OF TUKWILA FIRE MARSHAL CONTRACTOR TO OBTAIN SEPARATE PERMITS REQUIRED (LITHONIA LP8F) ELECTRICAL DRAWINGS FOR LIGHTS do LSS MAMIOS FOR �TALLATIOM ���� FOR SPRINKLER SYSTEM. PROVIDE A FIRE SPRINKLER SYSTEM WHICH IS COMPLETE IN ❑ INFORMATION AND DESIGN - -BUILD SPRINKLER ALL REGARDS, INCLUDING, BUT NOT NECESSARILY U 40OW METAL HALIDE FIXTURE LIMITED TO. PIPING VALVES, DRAWINGS FOR SPRINKLER INFORMATION. 12. ALL HANGERS AND BRACING FOR THE CEILING GRID SHALL BE INSTALLED BY THE SPRIN SYSTEM AND SPRINKLER HEADS. USE ARCHITECTS REFLECTED CEILING (LITHONIA THP - HIGH BAY O 16'-C AFF) SUSPENDED CEILING SUBCONTRACTOR. PLAN FOR LAYOUT GUIDELINES. CENTER HEADS IN TILES. RELOCATE ANY SPRINKLER LINE THAT INTERFERES WITH PARTITION OR LIGHTING LAYOUT "[�ji 40OW EXTERIOR METAL HALIDE WALL PACK 13. ALL H.INGERS AND BRACING FOR OTHER ITEMS SHALL BE INSTALLED BY THE (UTHONIA TWH - MOUNT PER EXT. ELEVATIONS) SUBCONTRACTOR INSTALLING THOSE ITEMS. 24. SEE A0.1 FOR GENERAL AND CONS1RUCflON NOTES. MAINTENANCE BUILDING M'ART'IAL REFLECTED CEILING FLAN B ufr-T -or r; O LL"K QEMA TTEI ,A►SSOCiATiES ARCHITECTS AIA TS55 SAYSf-IORE F-rWV #300 - CA - 940110 TEL (650) 692 -9911 FAX (650) 692 -0181 T 7M AFAM E CT TEOtMMWArGTbll r CONSTRUCTION SET 1/ ® CLIENT REVISIONS '1/24/05 A DRB MODIFiGATION 5/10/05 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY 13E REPORTED TO THE ARCHITECT c > In O V Z g7 j Z < a an 06:3 0 0 aka M > 0 a Z Z J W W ,m U X ~ w W � W J Q � Q V Z W a Q z Z 3 W , Q r r Z Z cc W < < �V CL DATE JOB NO. 12/ 20457.07 A6-1B SHEET 12 OF 37 - .. ,.. .. .. .. .. r M •'4...a ...►' yr �...'.. �.. snr.. Fw• r► r..+ �w..-.....•..+ n•^ I..+.._. r�• iwM.• r._...... YI. 4w.. �w�. �.. �.' LMJ' �rM�+`. a' V- M..- wla ►►i'2:1iwM�M�M•.' "�a���1.1'Mt 4� .. . .`O'.' •►.M "'rM..•'.. 1' -.A.y � ,. .�.�, .. ;- ', ... '�' r Of 4 eik, Nil 1 / ED 1 moan • SEP 2 8 Z005 I 1 ri ft MATCH Iw w ��� r w Ir�� w r w �w wl.l�r �I r Ir w w w w �� w r w r w w �� w w� •w w �w� w w �n� w w ww� w w rwww, r I w __ - - *� A6. lq FERE CTM CELM PLAN NOTES 14. ALL HANGERS SHALL BE WRAPPED IN A MINIMUM OF 3 FULL WRAPS. A A6. 15. MAIN RUNNERS SHALL NOT BE LET INTO, NOR COME IN CONTACT WITH. ABUTTING UEGB ® HVAC SUPPLY GRILLE - SEE MECHANICAL 1. REFLECTED CEILING PLAN IS FOR THE LAYOUT OF THE NEW SUSPENDED AND WALLS. RUNNER CHANNELS SHALL BE LOCATED WITHIN 16" OF WALLS. GYPSUM BOARD CEILINGS, LIGHT FIXTURE LOCATIONS AND TYPES AND SWITCH ALL ITEMS ARE NEW UNLESS OTHERWISE NOTED. HVAC RETURN GRILLE -- SEE MECHANICAL LOCATION ONLY. SEE ELECTRICAL FOR FIXTURE SPECIFICATIONS. CIRCUITRY AND 1d. LFVELNG T -BAR. T�ES LIGHTS AND (iYP�JM BQMD CElM6 S'YSIEMS SHALL LIGHT SWITCHING, U.O.N. ON THIS PLAN. K BY LK81T LASER. 2. FIRE PROTECTION LAYOUT IS BY GENERAL CONTRACTOR. SPRINKLER HEADS 17. PROVIDE STAINLESS STEEL ESCUTCHEONS AT ALL CEILING OPENINGS. 2 X 2 RECESSED FLUOR. LIGHT FIXTURE ® HVAC EXHAUST GRILLE - SEE MECHANICAL. SHALL NOT OVERLAP THE CEILING GP.ID AND SHALL BE LOCATED CENTER OF THE (LITHONIA PARAMAX PM3, T - LAMPS, 9 CELLS) TILE, BOTH WAYS. 1a CONTRACTOR SHALL OOGIONA1E 1= " ALL TRADES NVOL.VED 70 NOW 4 EXHAUST FAN - SEE MECHANICAL CLEARANCES FOR FDCRM M DUCT'Sr CELEM& ETC. IECESRAItY TO MAINTAIN THE 2 X 4 RECESSED FLUOR. LIGHT FIXTURE 3. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD. CONTRACTOR SHALL NOTIFY SPECN-mD FIMSHI CELMG H ENW ABOVE 1HE F� FUM 9LM AS NOTED ON THE (LITHONIA PARAMAX PM3, T -8 LAMPS, 18 CELLS) THE ARCHITECT OF ANY FIELD CONDITIONS PRECLUDING THE SPECIFIED PLACEMENT ORAL CL/IREY ALL CONRJC73 " THE ARCH11ECT FOR DIlECTION. 8 (1) WALL - MOUNTED THERMOSTAT - SEE MECHANICAL OF FIXTURES. PRIOR TO PROCEEDING WITH THE WORK 2 - TUBE FLUOR. STRIP LIGHT W /WIRE GUARD 1M' SHALL VERY �� FM AND �� OF �' 4. CONTRACTOR SHALL TEST ALL FIXTURES TO INSURE PROPER WORKING ORDER. PuAlwal ,, � MECHIIMMCAL Dt1CT'S AND ANY AND ALL OTHER EXIS700 (NUMBER INDICATES LENGTH IN FEET ■ SPRINKER HEAD - SEE DESIGN - -BUILD SPRINKLER DWGS SHALL NSTALL ALL NEW PLUM 04k 8 5. ALL LIGHT SNITCHES AND THERMOSTATS SHALL BE MOUNTED AT 48' A.F.F. FANS DUCTS 0ONDUr15r EM 90 AS NOT 70 OOT rN1H UJomT AND ALL UNLESS OTHERWISE NOTED. COVER PLATES SHALL BE WHITE AND SWITCH DEVICE EMS?Mrfi L Q= AND OTHIER FIXI MM LOCATIONS AS ON WALL MOUNTED FLUOR. nXT. $ WALL - MOUNTED LIGHT SWITCH SHALL BE WHITE AR(2#1ECT. Clam PLAN SMALL NOT BE MOORED tHE'SS OMIECIED BY (NUMBER INDICATES LENGTH IN FEET) 6. GANGED SWITCHES SHALL RECEIVE ONE COVER PLATE (LITHONIA UN W/ WIRE GUARD) LEI EXIT SIGN. ARROW SHOWS DIRECTION - 2O. PR011DE SMOKE AS RE(U 0M OS TO MEET ALL CO 11 v--= -; CEILING --HUNG FLUORESCENT FIXTURE W /WIRE GUARD SEE ELEC. DWGS 7. GEMMIIL. CONTRACTOR SMALL VERFY IIDpIJMlED MOVE CELM FOR NUMBER INDICATES LENGTH IN FEET) RECEIVED SPECIFY FOr ;g PAW TO ORDERM FDC7URM 21. INSTALL LIGHT FIXTURES WITH PROTECTIVE MYLAR OR SIMILAR COVER OVER LITHONIA AFP W/ WIRE GUARD) CITY OF TU KWILA LOUVER LENS, BAFFLE. ETC. TO AVOID FIXTURE SOILING OR DAMAGE OR BOTH. :2 !� SMOKE DETECTOR - SEE ELEC. DWGS. L ALL D010RJQM SHALL K CEII 901N WAYS ON A FLS.L CELM10 TU REMOVE COVERS AT PROJECT CONCLUSION. USING CLEAN, WHITE GLOVES. FIXTURES UN= 9190M NOICATED, SHALL BE MAINTAINED CLEAN AND AS NEW. LAMPS SHALL BE NEW AT PROJECT UNDER - CABINET FLUORESCENT 063 COMPLETION. NUMBER INDICATES LENGTH IN FEET) SECURITY CAMERA (ARROW SHOWS DIRECTION 0. SlJ�E1�FD ACOLJSIICAL CEILM SHALL K MOUNTED AT W-W IALESS NUMBER LC) Q OF CAMERA;DASHED LINE SHOWS CIRCUIT PAR COMA 22. PROVIDE DRAFT STOP ABOVE CEILING AS RE()UIREO BY CITY OF TUKWILA FIRE �� ROUTING OF CAMERAS) O1f�]!� NOTED. DEPARTMENT. -�} RECESSED DOWN LIGHT 10. CEL 4G Oft SYSTEM SHALL BE INSTALLED AS PER MANUFACTURER'S 23 PR(R TO COMMENCE OF INSTALLATION, SUBMIT DESIGN -BUILD FIRE (LITHONIA LP8F) NO AL I M A - EW U .O.N. SPECM1CATQRS AND NECOMIMENDATWNS. SPRINKLER SHOP DRAWINGS TO ARCHITECT AND OBTAIN APPROVAL FROM THE CITY � RECESSED DOWN LIGHT - WALL WASHER 2. SEE M ECHANICAL DRAWINGS FOR HVAC, 11. MM NEWS MALL COWON COMPLEIEL TD 2003 �C. SEE SMIC"AL OF TUKWILA FIRE MARSHAL CONTRACTOR TO OBTAIN SEPARATE PERMITS REQUIRED (LITHONIA LP8F) ELECTRICAL DRAWINGS FOR LIGHTS do LSS MAMIOS FOR �TALLATIOM ���� FOR SPRINKLER SYSTEM. PROVIDE A FIRE SPRINKLER SYSTEM WHICH IS COMPLETE IN ❑ INFORMATION AND DESIGN - -BUILD SPRINKLER ALL REGARDS, INCLUDING, BUT NOT NECESSARILY U 40OW METAL HALIDE FIXTURE LIMITED TO. PIPING VALVES, DRAWINGS FOR SPRINKLER INFORMATION. 12. ALL HANGERS AND BRACING FOR THE CEILING GRID SHALL BE INSTALLED BY THE SPRIN SYSTEM AND SPRINKLER HEADS. USE ARCHITECTS REFLECTED CEILING (LITHONIA THP - HIGH BAY O 16'-C AFF) SUSPENDED CEILING SUBCONTRACTOR. PLAN FOR LAYOUT GUIDELINES. CENTER HEADS IN TILES. RELOCATE ANY SPRINKLER LINE THAT INTERFERES WITH PARTITION OR LIGHTING LAYOUT "[�ji 40OW EXTERIOR METAL HALIDE WALL PACK 13. ALL H.INGERS AND BRACING FOR OTHER ITEMS SHALL BE INSTALLED BY THE (UTHONIA TWH - MOUNT PER EXT. ELEVATIONS) SUBCONTRACTOR INSTALLING THOSE ITEMS. 24. SEE A0.1 FOR GENERAL AND CONS1RUCflON NOTES. MAINTENANCE BUILDING M'ART'IAL REFLECTED CEILING FLAN B ufr-T -or r; O LL"K QEMA TTEI ,A►SSOCiATiES ARCHITECTS AIA TS55 SAYSf-IORE F-rWV #300 - CA - 940110 TEL (650) 692 -9911 FAX (650) 692 -0181 T 7M AFAM E CT TEOtMMWArGTbll r CONSTRUCTION SET 1/ ® CLIENT REVISIONS '1/24/05 A DRB MODIFiGATION 5/10/05 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY 13E REPORTED TO THE ARCHITECT c > In O V Z g7 j Z < a an 06:3 0 0 aka M > 0 a Z Z J W W ,m U X ~ w W � W J Q � Q V Z W a Q z Z 3 W , Q r r Z Z cc W < < �V CL DATE JOB NO. 12/ 20457.07 A6-1B SHEET 12 OF 37 - .. ,.. .. .. .. .. r M •'4...a ...►' yr �...'.. �.. snr.. Fw• r► r..+ �w..-.....•..+ n•^ I..+.._. r�• iwM.• r._...... YI. 4w.. �w�. �.. �.' LMJ' �rM�+`. a' V- M..- wla ►►i'2:1iwM�M�M•.' "�a���1.1'Mt 4� .. . .`O'.' •►.M "'rM..•'.. 1' -.A.y � ,. .�.�, .. ;- ', ... '�' r Of 4 nl 2 1 -0" n'-5 N.L q .. I I SCONE OF WOW - (N) FASCIA AND PILA5TER5 4' ' W s (E) DOORS - PROVI an I S INSTALL (I) CYLINDER LOCK M YEATHERSTRIPPING �-- ' SEE NOTE BELOW O (E) ANOPY (E) D OOR ( PROVIDE CYLINDER LOCK t .NEATHMTRIPPINi6 W -I' (V.I.FJ ' -O" I8' -I' (V.I .FJ '-O' 18' -I' N.I.FJ ��..p• lo'_I' N.I.FJ 6TOREF'RONT - [3 1 (W FASCIA t I 00 DOOR IN V 1 PILASTERS (TYPE -- -%-.,., 4 J OPENINvcS I I (N) FLOOR THIS FE (STRUCTURAL boom ft The moope d wwk far Iha1a tmwd m pro-Wo - ft • a m1w iriarlw mmoe I to to onisbnp back' allay btA*q to a Car Lim' ianano* Faoft &W wovie Nooks oonoaations buddirp to an Ild , i &lalr "f 11 Olfioa 1�p (i.a., bdh lulV NallW apsc�aa). Thaw bWhgmge #A bo corwarted ob wow and ma�nlMianoa flro111ies br nlrMal oar opKasxra. Dow 1Maa bailinps are ouvenl r *11 M hrlly 1 10 1 spaoas, Vo exab9 bul"m w1walopa Iha1 la host bo*V naNdd is In and no ermellms bmwb ion upPrdae m r"uurd %r omplarwa with ft wl1110wEC. Thavilo . suld" m molop nd ire dad by raw a&ieWucrron is fW NNOW b be i nd find w ft oxidirg wnislo" r prarsModn ad. �t Root IrlaldaMon troueheul MmInbranoa mW builsr p it R 30 or 1h -MS (NI — — -- - - --- - rm of Arlon omww opownwrM pomw to ba stulmiMiad d a ialar daM: �, <» _ 4 u: 1) film oWus wells. R11 or 11■ 14 •,,• I f Jai •�.' .f:.!.�• - . �.,:. . 4 �: 4" i � � � / � � " �� '� - • ' F 2) Now opaque doors. Us .AO • : r kP _ 'i,: •. L;.iWI.` . •:,7•' .... "! . t 1•:'u .T •1: , � 3) Now � �: R•1� �� ��� L � � � p� f� SEE T.I. PERMIT Fi INTERIOR WORK. SEE A2.1 FOR INTERIOR PLANS. I i I (E) I I I I i I ( E ) I I I I i 1 i FENCE = MULLION I (E) I I (N) ' _ r� _(N) (N) (N) N ( (E) (N) (N) (E) (E) (E) (E) A A A (E) CANOPY I --- - ---- -- ---- -- MATCH I SCOPE OF V61RIK LINE C Al2.1 ----- ---- -- — 6 A2.1B I SEE A2.1 FOA MA NTMANCE (N) BLACK i VINI'L CHAIN I LINK FENCE 17 15 15 I �+ 0 * NM EXISTING DOORS AS INDICATED (9 TOTAL) SHALL HAVE THE FOLLOWING PEMKO PRODUCTS INSTALLED TO COMPLY WTH ENERGY CODE: HEADS AND JAMBS: PEMKO S88C MEETING STILE: PEMKO 357SP with S88C DOOR BOTTOM: PEMKO 321 CN U 14 (E) (E) SCOPE OF W i — � — . � —1 — I \(N) DOOR IN (E) OPENIN6 ,�. ALUM. ►�uu.iow T (13 O MATCH (E) TO RECEIVE T-BAR GLb 1 9' -0'. PAINT 6Lfti55 ABOVE N MILLION BLACK AS SPANDREL PAWL. (TYP @ SOUTH E EAST 5I0E5) SLUNK 97EMATTEI ,ASSOCIATES ARCHITECTS ,AIA 1SSS SAYSHCAE HWY #300 CA — 94010 TEL (650) 692 - -9911 FAX (630) 692 -0181 7M DOOR & WDW CODE LIST IK O�T10 TEOF1�1SETp1 DOOR S CHEDULE • r CONSTRUCTI4 MISCELLANEOUS SET .� Q F- /2q /O5 � (D 2 .V t F— C O U U) C O V q3 D •_ LL_ IQ DRB MODIFICATION 5/10/05 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM MATH THE CONSTRUCTION DOCUMENTS B EFORE COMMENCING ACTIVITIES. ERRORS OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT STEEL AL ALUMINUM SCL SELF - CLOSER S to O . THRESHOLD U Z WEATHERSTRIPPING -- - -- DOOR FACE ul w AL ALUMINIl1M a FACTORY FLASH 401 ST O - ST (ID R- AL FF 4 > Z - -- O -- SCL,WS,TH p- Z W j Im CC Z w ac 3' -0" X 7' -0" O Q ~ Z V FF � a -- - - # - a Z co a a: 0 z ST 0 W (0) ST C.1 mmi FF AL a LL DATE -- JOB NO. 12/22/04 201457.07 - Al2ml S HEET 13 OF 3 1 i I i wd 4) Plow Gloofq„ nqub'ad vskm *W=W an Ow % of gI atinp roWn to In prota wd arse Donors wMh whdows oorsrt too m do oaadnp A) K diaalnp is 0.15%. Ohm M owd lJ=.W aril SMG+C =1.0 8) f "no w >15% b 20%. Im we and Us. 76, ONGIC =1.0 • ` C) K gdno Is 2 b 30%. w med Us.SO, SHCsC * .56. 0) 9 gownp is 2-30% to 40%. we oaad U■.50. 8"GC =.45. XGEND (E) (E) DOORS - Q PROVIDE t INSTALL = (N) CYLINDER LOOK t E VEATFERSTRIPPINS (0 N) 0 mo r N) - 10 1 W) A RCADE ('E) ( E ) i (N) METAL t FA501A SCOPE OF wCx q SEE VA1a.1 PROVIDE S IN5TALL SCOPE OF WORK (E) (N) CYLINDER LOCK, YEATHERSTRIPPIN6 i PANIC BAR REMOVE (EJ DOORS t ' I y INSTALL (N) ANOD. ALUM. STOREFRONT WINDOWS TO MATCH (E); COMPLY YV (V "R" I VALUES AS REO. BY T �G EN ER+irSY MA CH CODE (TYP OF IO) LSE C Al2.1 r 8 A2ds I REVIEWMI FOR cm I� I i SEP 2120 I city Of TWWAlE I � I I (E) — Ex1571NG DIM TO DOOR & WDW CODE LIST DOOR S CHEDULE CONSTRUCTION FRAME MATERIAL MISCELLANEOUS � Z .� Q F- X � I N N � (D 2 .V t F— C O U U) C O V q3 D •_ LL_ C v L� E 0 � v x: - V� ` O 0 v 0 3 p _ � , 4) LL_ Y v 4) ST STEEL AL ALUMINUM SCL SELF - CLOSER S STOREFRONT 'm THRESHOLD WS WEATHERSTRIPPING -- - -- DOOR FACE FINISHE AL ALUMINIl1M FF FACTORY FLASH 401 ST PR 3' -0" X 7' -0" - ST AL IFF AL FF - -- - -- * -- SCL,WS,TH p- GLASS 403 ST 3' -0" X 7' -0" - ST AL FF AL FF -- -- - - # - SCL, WS, TH 406 ST - 3'-0" X 7' -0" - ST AL FF AL FF - -- - - '► - SCL, WS, TH 407 ST 3' - 0" X 7' - 0 " -� S AL /GL FF AL FF — -- — — * — SCL,WS,TH (E) — Ex1571NG DIM TO MIL DIM TO F.O.S. CENTER (N) NEW DIM TO DN -DOWN F.O. FIN. ALIGN O (E) WALL o Ip►6- NOT USED WALL- CffY OF TUKWXA - - ONE 11 IC CID DA ?['f1 WA1 [ NOT Usm AU6 3 1200 PLATT MTER -(N) - lN616114 moo " HARDWARE BY DOOR SUPPLIER: LOCK WITH PANIC BAR INSIDE NOT USED � �fi }6M� �t6�RN6�t,46 --- O 8 Ib 92 � (N) EXT. METAL STUD WALL wf EIFS ADMINISTRATION BUILDING FLOOR PLAN vir-t -W 4.21 11 2'-0 9 (N) FA501A .., PILA5TE'R5 (Typ) -Zz� - - -- r v i i I I i I _ ._ _ • .. ..w+r.w.�.w... ... ..-. •w,. . -,r .wr.,. _... ..�..... .... •.. .. -. .. .... ..R nom. «.♦ ...r ��..,l....iK... �• +ice.►•. 'ir�• -. I-i�.'j k. �'4; :+v "•11a. •. • + I+ - p..., ,`V .+....r..w,.,. +—w. - •....r err. •4 _. ,......... Mr �XF 7 .. .. SLINK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAY'SHORE HNOVY *300 81JRLR4GAME - CA - 94010 ■ TEL (650) 692 -9911 FAX (650) 692 -0181 ■ r r r. M;.r.; t CH A Al2.2 B A2.2 R� D FOR ba" SEp 2 8 2005 cly OfT� SUILDINr- n-nocn 1 )Os () 12=mwm. RECEIVED CITY OF TUKWILA AU6 3 1 200S FEWAT CENTER 11W*T- 0" 7M i GIST NlG�EiCT D O�T1Q ATE OFSliT CONSTRUCTION SET "1/:2a/05 nl DRB MODIFICATION 5/10/05 N0. I ,REVISION I GATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM NTH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT O Z 'Q Z a. LL a. Q ad=) 0 a cc= a: S� > Z J W .... � Z � Go W m a Z W cr 0 V Q a: Z 3 cl) a o� z W (m) .. �t DATE JOB NO. 12/22/04 20457.07 Al2 w2 SHEET 14 OF 31 ��! . a._ .i. .. Mt. ., r tea, . � a.. • - • .►. ..,.. ... ,,.� ... a �..... .... .. ... �.. .,,. _.. ... -.. _ � _ _. . ,ar. .. • 1' "j �I�MSH NOTES wo oI: wow REMOVE (E) PLYWOOD PANELS INSTALL PAI NT ING PLASTER /CONCRETE WALLS - 44 (N) GLASS WINDOWS IN (E) FRAME S. � (M) PREFABRICATED METAL EYEBROW ® (N) 0/ (E) METAL CAP FLASHING � (N) ME tAl 8011 li' [100R COLOR / TIN1 t0 MATCH (E) CANOPY w/ FLUSH FACE CANOPY k N PAWT 6TEEl COLUMNS Q REMOVE (E) GLASS. REPLACE w/ p TEMPERED GLASS. COLOR / TINT TO I� (N) METAL SPANDREL PANELS - ( 9) (N) SPLIT -FACE CONC. MASONRY WALL - ® 1T (14) METAL MAN DOW P/1MIT MATCH (E) REMOVE (E) PLYWOOD PANELS PAINT ® (E) GLU -LAM BEAMS - DANNY � � N) � DOOR & ® PLASTER FASCIA TO MA fCH (N) METAL PANEL WALL o/ (E) CONC. WAIL N) FABRIC CANOPY o/ (E) CANOPY YNNDOWS JN) E) PLASTER FASCIA ` � FRAMEWORK 4 (N) SKIMCO PLASTER o/ (E) (N) ROOFING FRAMEWORK METAL PANEL FASCIA o E GO � (E) PLAZA CANOPY -PAINT log (N) PUNSTER FINISH NC. MASONRY WALL - PAINT O STRUCTURE. ATTACH TO �E) FASCIA AS REO. ® ( ACK CHAIN UNK ODOR w/ Q NK ) PAINTED METAL ABOVE GROINO EL TA I LA PREFABRI ENCLOWD (N) PAINTED METAL BOLLARDS t 00 0 (4 MET HANDRAIL W/ PAINTED (E) GROOVED POI CONCRETE VIVALL - PAIN T MA PACK - WE ELECTRICAL (N) BLACK VINYL CHAIN -LINK FENCE (N) EIFS MECHANICAL 90*FN w/ METAL CAP FLASHING WI AND ST OREFRONT DOORS TO BE CLEAR ANODIZED ALUMINUM MATH SOLAR TINT GLAZING (MATCH EXISTING COLOR) 17 i'Ex7i1�¢E (rte .... ) � _ � -� MmiuM snrro �.ns�x �0 �1 12 �3 ! ,�,,,� �) 14 1a; 16 _ �7 ADMINISTRATION BUILDING NORTH ELEVATION VS"n T -0' >'�• MI ALUM. FLA5FIIN6 O/ (E) s MAINTENANCE 8t11LDING /1DMINISTRA7I0N BINLDIKS r ALUM. FLASFIINb fEXI5TIN6B0WL (E)Q5 TFEATBZGONGE5510r5) %All CQ) Q � 0 N � ME-CH. SCREEN V � CO Ml Au.con BOW METAL i 1 I �" l I I I SANVwIGH PANELS W/ ALUM. FLA5HIN6 - ATTACH TO Z � CANOPY AS REQ. (1'YP) • � � • �. 1 • . ... - . 1 � � .... NOTE: i .. • .... _•, :. _ 1.. .. - ; .. .. L ; . ; . : p J Ell - . U: � ... 1 • . - - �L a (P) FASCIA TO BE FLU5F1 . O � g > METAL PANELS Al NO — on � — OILGAI�NIIN6. ALL (W ' � .� � FASCIA WORK TO BE OQ .' • •' _ I 1 - FINI��HED NV SAME COLOR (E) PLAZA .�.... cj � f lw rMA-Liow. w'-o" lsEE s►+r niz.0 � MATCH (E) COLOR. � � PAI INSIDE OF GLASS FLAT (n (E) STOREFRONT IBLA�CK FOR SPANDREL PANEL (TYP) DOORS S ktd; 0 ADMINISTRATION BUILDIN -EAST ELEVATION virm T -W ALUM. FASCIA O/ (E) RUCTURE (\/.I F.) I •l i 0 COLOR TO T GH(fU '�m �� PANELS w`�' (N) METAL PANEL FASCIA @ ADMIN. BLDG CANOPY 3 •=T - W P£GH. SLf�N 17 1611) 15 14 12) 11 10, m ro i• � I I II r � � ADMINISTRATION BULDING -SOUTH ELEVATION (AT PLAZA o q ryOF�Tt�cwM �� � AUG 3 12 parr con" O 8 Ib 92 vir- t -or aL.uraf. LMMATTEI ASSOCIATES ARCHITECTS AIA 1333 SAYSH ARE HWY 9300 CA -- 94010 TEL (630) 692 -99" FAX (630) 692 --0161 ■ N!Cl�TdCT O�T'tH ATE OF �AlR�IGT�1 CONSTRUCTION SET '7/2cf/O5 ® CL IENT REVISIONS - 7/24/05 IO M MODIFICATION 5/10/05 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMt ,ZLY BE REPORTED TO THE ARCHITECT O . U _z w e!f = �p cr. > Z �a!� Z O ,,� m 5O Z.i W M a z W oC a W V �C W a: Z O Z z W L] >C ..V W DATE ,SOB NO. 12/22/04 20457.07 Al3al _ _- .. ... ... . ._- .. .. _. _ .. .. .. .. • y .. '•�.••.••.�•r..•.w .. •.•,.►A.+. ..�.y •••..•...w+...r.•.wF.. •..,r-Wr• ..w+/�w r -- - __ — , ....- +Jw.f+. , .•..•Yf.i.�•%�+�i.pa. t.M�:•Yb'." Y.« - L1R �t y� . �rw �r Fy�"l ,. w.• .J`.,� FNSH NOTES scams of wow 0 0 EXISTING PLASTER /CONCRETE WALLS — REMOVE (E) PLYWOOD PANELS. INSTALL 8 (N) PREFABRICATED METAL EYEBROW N) 0/ (E) METAL CAP FLASHING N) METAL ROLL —UP DOOR (N) GLASS WINDOWS IN (E) FRAMES. O Q P AINT CANOPY w/ FLUSH FACE CANOPY do —PAINT PAINT COLOR / TINT TO MATCH (E) STEEL COLUMNS REMOVE 0 2 TEMPERED GLASS. COI RE P LACE OR / T INT TO (N) METAL SPANDREL PANELS — �' - (N) METAL MAN DOOR - • PAINT / � 0 (N) SPLIT —FACE CONC. MASONRY WALL MATCH (E REMOVE (E) PLYWOOD PANELS O P AIN r P � (E) GLU — LAM BEAMS -PAINT (N) STOREFRONT DOOR do �"J (N) PLASTER FASCIA TO MATCH (N) ME TAL PANEL WALL o/ (E) CONC. WALL (N) FABRIC CANOPY o/ (E) CANOPY �` J (E) PLASTER FASCIA F RAMEWORK 7 (N) ROOFING ® (E) PLAZA CANOPY —PAINT (N) PI ASTER FINISH 4 (N) SKIMCOAT PLASTER o/ (E) CONC. MASONRY WALL. — PAINT � (N) METAL PANEL FASCIA o/ (E) O STRUCTURE. ATTACH r0 (E) FASCIA AS REQ. SCOPE OF WOE'�C ❑A (N) ELECT VAULT ENCLOSL RE (BEYOND) p (N? MECHANICAL iQ R s � SCREEN 1 �N ADMIIU5 TION BUILDING (EJ PLAZA Q � r 0TMEATEFt M T MAINT BUILD (E) BOMILINb ALLEY n II . II II r r �. II II (N) II n II II II NN II ....� EXT SAND EIFS OPEN TO (t� CHAIN -LINK FIN. 6RAUE — _ ' _ _ — -- — — — -- — (`TYP) PLAZA FEWCZ YV GATE SCOPE OF WORK MEDIUM SAND EIFS t� N TExnh;m (TYP) , - OF WORK O 8 16 t 32 W ADMINISTRATION GUILD IN G ELEVATION 20 GA GSM GAP FLASHING - } SLOPE TO DRAIN (N) 20 GA GSM BASE FLASHING t CANT STRIP (NOTE - YV-AP (N,) CRICKET, 20 GA GSM BASE FLA5HING OVER PARAPET BASE FLA5HIN& i CANT ` CANT 5TRIP TO COWLETELY STRIP (NOTE - NRAP BASE (N) 20 GA GSM COVER CONCRETE ANCHORS) FLASHING OVER PARAPET) GAP FLASHING - ROOF o --. - . SLOPE TO DRAIN (N,) SCUPPER, ' (N) LEDGER VV GONG. SEE ROOF PLAN I r ANCHORS, SHEET AI22 j \ SEE 511;04TURAI_ SLOPE (1/4” PER FOOT, MIN.) , e- OVERFLOW 5GUPPER: 2" ABV. ROOF SCUPPER, x SCLFFER AREA N BUILT -UP ROOF, SLOPE TO SCUPPER N ROOF STRUCTURE, H WALL STRUCTURE, SEE STRUCTURAL SEE STRUCTURAL ALIGN (E) CONC_,. WALL ABOVE FF ELEGTRIGAL VAULT (N) INFILL WALL STRUCTURE • FORMER THEATER ENTRANCE: 5/8" TYPE 'X' GYP BD o/ 3 5/8" x 25 GA MET STUDS 24" O.G. 0 STRUCTURE OVER (N) CEILING ELECTRICAL VAULT 9 - A.F.F. STAIR (BEYOND) (E) GONG. RAMP ABOVE ELECTRICAL VAULT _•- ALIGN _ ' EIFS w/ I" THICK I o/ 5/8" EXTER FIREZATED GYPS SHEATHING o/ ME STEEL INHERE OIG SEE STRUCTURAL SEE A13.2 FOR EIFS FINISH LOCA FS DETAIL v 1 (� GONG. RAMP IN FORMER THEATER GONGE5510N AREA, � � I PATCH, REPAIR, t REFINISH WALL (SFIOYW DASHED) (E) ELECTRICAL VAULT ' I (E) GONG. Y'IALL • ELECTRICAL VAULT n � (E) DOOR TO ELECTRICAL VAULT WEYONP) OE) ELECTRICAL VAULT AGGE55 STAIR (BEYOND) s D WALL SECTION R r i- (rU E.I.F.S. PANELS --- N STL. SUPPORT FOR MET. FRAMING d FASCIA - 5EE STRUGT. l� (PI) E.I.F.S. PILASTER BEYOND ----- (N) SPRAYED PLASTER FINISH o/ (E) GONG. WALL - SEE AI32 FOR FINISH —EIFS HORIZONTAL .JOINT (TYP) (E) GONG. WALL A ELECTRICAL VAULT 3 '1 1-0 ' \,tJ @ ELECTRICAL ROOM yr - T -or WALL SECTION i � 2 a 2oa5 cuv Of tl Lor ; nrm I� IW 0 FOOTING (N) SIDEWALK SEE CIVIL MCEPM CM OF TUKWH A AN 3 12005 PERMrT OENTFP LF STORAGE, A C *A K BLDG. vz • r -p r.-m.0 m% &J=MA 1 1 CI ASSOCIATES ARCH TECTS ,AIA 15SS SAYSF4ORE HWY 0300 8LWlj4GAh* — CA — 94010 TEL (650) 692 --9911 FAX (650) 692 -0181 �IECI (N) BLACK CHAIN LINK DOOR w/ (N) CONC. RAMP W/ PAINTED CONSTRUCUM WOOL) SLATS METAL HANDRAIL ® (N) PAINTED METAL ABOVE GROUND (E) GROOVED POURED CONCRETE Q FUEL TANK WALL — PAINT NO. (N) PREFABRICATED ENCLOSED WALL PACK — SEE ELECTRICAL IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE METAL SOFFIT OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT (N) PAINTED METAL BOLLARDS (N) BLACK VINYL CHAIN --UNK FENCE WINDOWS AND STOREFRONT DOORS TO BE CLEAR U Z (N) EIFS MECHANICAL SCREEN w/ ANODIZED ALUMINUM WITH SOLAR TINT GLAZING ' METAL CAP FLASHING (MATCH EXISTING COLOR) �0 a: aka > Z J � � Z �m z.j .■J -o D — W � F- �. � Q Z > X u, o: O w Q � 3 V 1 . 1 < W cro 1cr 'O S2 Z 3� � — 0 z W F.. j w x .,, U W DATE JOB NO. 12/22/04 Z957.07 Al3w2 SHEET 18 OF 37 W-0- rl.j /rlr� /r/ I• %.�Il�. / !Il ' !I,' �� / II r/ r �/N r . I � ♦1. � ♦v r¢, r/„ r/ r/, �• •, rlii r4/ !93 !!4i ��¢,!� /� ?�' '}�' ♦� ♦��♦ �� ♦ i - - __ - _ - - -. -. I - -- - - - -- - - - �!¢i �!!i! ♦, r .� ♦ ♦�ZZ: - v ♦ \ �� rr v r ?/ r4i r/„ r/�, � r/ r/ „ ?¢� -�1' r/„ r/ r/ r/ r /i /rf� 4/ r7' � s � ♦ ♦ ♦ ♦ ♦ �� ♦♦ ♦ 41 1 �.•i :, , f, r/� ! � x ,�♦ , ♦♦ ♦„ r , r / r ? /l�_. �� s ♦� \ \, �N / !� / rI•.� / r / //I ,.� (.i I .� i /!'I `� �r %�It' / II %�'I �rI ? / �% Vr / � �rI /., ,i ♦.� ♦� n♦ , ! /!, r/„ r /,•, r , rVr/ r /r/ r?r! r1 / rl.f� r /r/ V !!!: !'� : � ♦ ♦ ♦ ♦� ♦ ♦� ♦♦ �'' ♦�� �. _ , !/ r !/, F fy r/„ r/, ��r r.; Sirs, . / rte, � ♦ ♦'' ♦ ♦♦ � vJ / , m • rIM`i•i�r I ��� ✓�i�r,"I �. I i.i •- 4/ . l�: l f.Li1 /1 `r.�� ♦��� l►���� ,, ! 'r_ T MAINT BUILD (E) BOMILINb ALLEY n II . II II r r �. II II (N) II n II II II NN II ....� EXT SAND EIFS OPEN TO (t� CHAIN -LINK FIN. 6RAUE — _ ' _ _ — -- — — — -- — (`TYP) PLAZA FEWCZ YV GATE SCOPE OF WORK MEDIUM SAND EIFS t� N TExnh;m (TYP) , - OF WORK O 8 16 t 32 W ADMINISTRATION GUILD IN G ELEVATION 20 GA GSM GAP FLASHING - } SLOPE TO DRAIN (N) 20 GA GSM BASE FLASHING t CANT STRIP (NOTE - YV-AP (N,) CRICKET, 20 GA GSM BASE FLA5HING OVER PARAPET BASE FLA5HIN& i CANT ` CANT 5TRIP TO COWLETELY STRIP (NOTE - NRAP BASE (N) 20 GA GSM COVER CONCRETE ANCHORS) FLASHING OVER PARAPET) GAP FLASHING - ROOF o --. - . SLOPE TO DRAIN (N,) SCUPPER, ' (N) LEDGER VV GONG. SEE ROOF PLAN I r ANCHORS, SHEET AI22 j \ SEE 511;04TURAI_ SLOPE (1/4” PER FOOT, MIN.) , e- OVERFLOW 5GUPPER: 2" ABV. ROOF SCUPPER, x SCLFFER AREA N BUILT -UP ROOF, SLOPE TO SCUPPER N ROOF STRUCTURE, H WALL STRUCTURE, SEE STRUCTURAL SEE STRUCTURAL ALIGN (E) CONC_,. WALL ABOVE FF ELEGTRIGAL VAULT (N) INFILL WALL STRUCTURE • FORMER THEATER ENTRANCE: 5/8" TYPE 'X' GYP BD o/ 3 5/8" x 25 GA MET STUDS 24" O.G. 0 STRUCTURE OVER (N) CEILING ELECTRICAL VAULT 9 - A.F.F. STAIR (BEYOND) (E) GONG. RAMP ABOVE ELECTRICAL VAULT _•- ALIGN _ ' EIFS w/ I" THICK I o/ 5/8" EXTER FIREZATED GYPS SHEATHING o/ ME STEEL INHERE OIG SEE STRUCTURAL SEE A13.2 FOR EIFS FINISH LOCA FS DETAIL v 1 (� GONG. RAMP IN FORMER THEATER GONGE5510N AREA, � � I PATCH, REPAIR, t REFINISH WALL (SFIOYW DASHED) (E) ELECTRICAL VAULT ' I (E) GONG. Y'IALL • ELECTRICAL VAULT n � (E) DOOR TO ELECTRICAL VAULT WEYONP) OE) ELECTRICAL VAULT AGGE55 STAIR (BEYOND) s D WALL SECTION R r i- (rU E.I.F.S. PANELS --- N STL. SUPPORT FOR MET. FRAMING d FASCIA - 5EE STRUGT. l� (PI) E.I.F.S. PILASTER BEYOND ----- (N) SPRAYED PLASTER FINISH o/ (E) GONG. WALL - SEE AI32 FOR FINISH —EIFS HORIZONTAL .JOINT (TYP) (E) GONG. WALL A ELECTRICAL VAULT 3 '1 1-0 ' \,tJ @ ELECTRICAL ROOM yr - T -or WALL SECTION i � 2 a 2oa5 cuv Of tl Lor ; nrm I� IW 0 FOOTING (N) SIDEWALK SEE CIVIL MCEPM CM OF TUKWH A AN 3 12005 PERMrT OENTFP LF STORAGE, A C *A K BLDG. vz • r -p r.-m.0 m% &J=MA 1 1 CI ASSOCIATES ARCH TECTS ,AIA 15SS SAYSF4ORE HWY 0300 8LWlj4GAh* — CA — 94010 TEL (650) 692 --9911 FAX (650) 692 -0181 �IECI (N) BLACK CHAIN LINK DOOR w/ (N) CONC. RAMP W/ PAINTED CONSTRUCUM WOOL) SLATS METAL HANDRAIL ® (N) PAINTED METAL ABOVE GROUND (E) GROOVED POURED CONCRETE Q FUEL TANK WALL — PAINT NO. (N) PREFABRICATED ENCLOSED WALL PACK — SEE ELECTRICAL IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE METAL SOFFIT OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT (N) PAINTED METAL BOLLARDS (N) BLACK VINYL CHAIN --UNK FENCE WINDOWS AND STOREFRONT DOORS TO BE CLEAR U Z (N) EIFS MECHANICAL SCREEN w/ ANODIZED ALUMINUM WITH SOLAR TINT GLAZING ' METAL CAP FLASHING (MATCH EXISTING COLOR) T MAINT BUILD (E) BOMILINb ALLEY n II . II II r r �. II II (N) II n II II II NN II ....� EXT SAND EIFS OPEN TO (t� CHAIN -LINK FIN. 6RAUE — _ ' _ _ — -- — — — -- — (`TYP) PLAZA FEWCZ YV GATE SCOPE OF WORK MEDIUM SAND EIFS t� N TExnh;m (TYP) , - OF WORK O 8 16 t 32 W ADMINISTRATION GUILD IN G ELEVATION 20 GA GSM GAP FLASHING - } SLOPE TO DRAIN (N) 20 GA GSM BASE FLASHING t CANT STRIP (NOTE - YV-AP (N,) CRICKET, 20 GA GSM BASE FLA5HING OVER PARAPET BASE FLA5HIN& i CANT ` CANT 5TRIP TO COWLETELY STRIP (NOTE - NRAP BASE (N) 20 GA GSM COVER CONCRETE ANCHORS) FLASHING OVER PARAPET) GAP FLASHING - ROOF o --. - . SLOPE TO DRAIN (N,) SCUPPER, ' (N) LEDGER VV GONG. SEE ROOF PLAN I r ANCHORS, SHEET AI22 j \ SEE 511;04TURAI_ SLOPE (1/4” PER FOOT, MIN.) , e- OVERFLOW 5GUPPER: 2" ABV. ROOF SCUPPER, x SCLFFER AREA N BUILT -UP ROOF, SLOPE TO SCUPPER N ROOF STRUCTURE, H WALL STRUCTURE, SEE STRUCTURAL SEE STRUCTURAL ALIGN (E) CONC_,. WALL ABOVE FF ELEGTRIGAL VAULT (N) INFILL WALL STRUCTURE • FORMER THEATER ENTRANCE: 5/8" TYPE 'X' GYP BD o/ 3 5/8" x 25 GA MET STUDS 24" O.G. 0 STRUCTURE OVER (N) CEILING ELECTRICAL VAULT 9 - A.F.F. STAIR (BEYOND) (E) GONG. RAMP ABOVE ELECTRICAL VAULT _•- ALIGN _ ' EIFS w/ I" THICK I o/ 5/8" EXTER FIREZATED GYPS SHEATHING o/ ME STEEL INHERE OIG SEE STRUCTURAL SEE A13.2 FOR EIFS FINISH LOCA FS DETAIL v 1 (� GONG. RAMP IN FORMER THEATER GONGE5510N AREA, � � I PATCH, REPAIR, t REFINISH WALL (SFIOYW DASHED) (E) ELECTRICAL VAULT ' I (E) GONG. Y'IALL • ELECTRICAL VAULT n � (E) DOOR TO ELECTRICAL VAULT WEYONP) OE) ELECTRICAL VAULT AGGE55 STAIR (BEYOND) s D WALL SECTION R r i- (rU E.I.F.S. PANELS --- N STL. SUPPORT FOR MET. FRAMING d FASCIA - 5EE STRUGT. l� (PI) E.I.F.S. PILASTER BEYOND ----- (N) SPRAYED PLASTER FINISH o/ (E) GONG. WALL - SEE AI32 FOR FINISH —EIFS HORIZONTAL .JOINT (TYP) (E) GONG. WALL A ELECTRICAL VAULT 3 '1 1-0 ' \,tJ @ ELECTRICAL ROOM yr - T -or WALL SECTION i � 2 a 2oa5 cuv Of tl Lor ; nrm I� IW 0 FOOTING (N) SIDEWALK SEE CIVIL MCEPM CM OF TUKWH A AN 3 12005 PERMrT OENTFP LF STORAGE, A C *A K BLDG. vz • r -p r.-m.0 m% &J=MA 1 1 CI ASSOCIATES ARCH TECTS ,AIA 15SS SAYSF4ORE HWY 0300 8LWlj4GAh* — CA — 94010 TEL (650) 692 --9911 FAX (650) 692 -0181 �IECI ATEOFINS 11I 18TON CONSTRUCUM SET ® CLIENT REVISIONS 'T/2 Q DRB MODIFICATION 5AO105 NO. - REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT U Z w a ' do �0 a: aka > Z J � � Z �m z.j .■J -o D — W � F- �. � Q Z > X u, o: O w Q � 3 V 1 . 1 < W cro 1cr 'O S2 Z 3� � — 0 z W F.. j w x .,, U W DATE JOB NO. 12/22/04 Z957.07 Al3w2 SHEET 18 OF 37 "�"k'l•� .. .... .. ..r- - r. � - _ -.. .. � ._ .. - _ .. - ._ .. .. '.. [ !.e .t }. Y 'a.;n. .. . •,71:'ja. N.. , _ 4tH. 1�1� Y - _.... .. .... . .. ... w ,,....,,� ....v «...� ....+ r. wr,......►* w+... .•.i+r- .....- .rn..+.- r..+..... . . ..�:...w W. .. -...� � ' h ar.,, • ? ' � .�.�..ul�s.f✓ Vii... - 7,..e•' t < : P N ea • : .,, . a,. / ■ W CEILING W-O" A.F.F. F.F. im g �1 1 �l 1 I i I 1 I 1 a J r! I I . 1 F 1 S MATCH -- -� --- - -- - - L I E C A18A I w I w w w w w w w w i REVIEWED - - - - - I C" 477 - - - I SEP 2 8 200 I �I I I � • - - - -• 1 8888 ayOf Ttiwjm � � r F r � - 1 -J 0 �- MATCH � LSE C � 16.1 - � w w w w Amw r see, w w 6 6 fA.lB I + $ Ag,iB FOR BREAKROOIVI PEFU CIM CEILM PLAN NOTES LEGEND 0 NOTES I. REFLECTED CEILING PLAN IS FOR THE LAYOUT OF THE NEW SUSPENDED AND 14. ALL HANGERS SHALL BE WRAPPED IN A MINIMUM OF 3 FULL WRAPS. ALL ITEMS ARE NEW UNLESS OTHERWISE NOTED. 1. EMERGENCY LIGHTING WILL BE PROVIDED AS REQUIRED BY I.B.C GYPSUM BOARD CEILINGS, LIGHT FIXTURE LOCATIONS AND TYPES AND SWITCH SECTION 1006.3. SEE DESIGN/BUILD ELECTRICAL LIGHTING PLANS FOR LOCATION ONLY. SEE ELECTRICAL FOR FIXTURE SPECIFICATIOINS, CIRCUITRY AND 15. MAIN RUNNERS SHALL NOT BE LET INTO, NOR COME IN CONTACT MATH. ABUTTING �p 2 X 2 RECESSED FLUOR. LIGHT FIXTURE ® HVAC SUPPLY GRILLE - SEE MECHANICAL LIGHT SWITCHING, U.O.N. ON THIS PLAN. WALLS. RUNNER CHANNELS SHALL. BE LOCATED WITHIN 16" OF WALLS. i EMERGENCY LIGHTING INFORMATION AND LOCATIONS. (LITHONIA PARAMAX PM3, T- -8 LAMPS, 9 CELLS) 2. FIRE PROTECTION LAYOUT IS BY GENERAL CONTRACTOR. SPRINKLER HEADS 16,, LE MM OF T -BAR. 7k= LM*M AND GVPSM BOARD CELING SYSIM SHALL � HVAC RETURN GRILLE - SEE MECHANICAL 2. LIGHTING CONTROLS SHALL COMPLY WITH W.S.E.C. SECTION 1513 SHALL NOT OVERLAP THE CEILING GRID AND SHALL BE LOCATED CENTER OF THE K BY LI{T q LAS, Q 2 X 4 RECESS -D FLUOR. LIGHT FIXTURE TILE, BOTH WAYS. (LITHONIA PARAMAX PM3, T -8 LAMPS, 18 CELLS) 3. MECHANICAL SYSTEMS SHALL COMPLY WITH THE SYSTEM 17 PROVIDE STAINLESS STEEL ESCUTCHEONS AT ALL CEIUNG OPENINGS 8 ® HVAC EXHAUST GRILLE - SEE MECHANICAL , 3. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD. CONTRACTOR SHALL NOTIFY 2 - TUBE FLUOR. STRIP LIGHT W /WIRE GUARD COMMISSIONING REQUIREMENTS OF WASHINGTON STATE ENERGY CODE THE ARCHITECT OF ANY FIELD CONDITIONS PRECLUDING THE SPECIFIED PLACEMENT I& CONTRACTOR SHALL OOOfIDINAIE WORK M1FI ALL 1RADES INVOLVED TO DIa1RE SECTION 1415.4. COMPLIANCE SHALL BE REQUIRED FOR TENANT ?S OF FIXTURES, PRIOR TO PROCEEDING WITH THE WORK gFJIRANCES FOR FIXIIJRM DUCTS CEAMGB M NECESSARY TO MAMTAMI 11 (NUMBER INDICATES LENGTH IN FEET) EXHAUST FAN - SEE MECHANICAL CERTIFICATE OF OCCUPANCY. FNM CELM1G LOGIN ABOVE IM FBI FLOOR SLAB AS N010 ON IM 4. CONTRACTOR SHALL TEST ALL FIXTURES TO INSURE PROPER WORKING ORDER. CRAIIIIIIIII1 CLARIFY ALL CONFLICTS VON IM ARp#TECT FOR OMCIM WALL MOUNTED FLUOR. FIXT. ® WALL - MOUNTED THERMOSTAT -- SEE MECHANICAL 5. ALL LIGHT SWITCHES AND THERMOSTATS SHALL BE MOUNTED AT 48" A.F.F. It CONIRAC7 SHALL VEWY ENSIMIQ I= 01111101 1 AND LOCA110N OF ALL (NUMBER INDICATES LENGTH IN FEET) UNLESS OTHERWISE NOTED. COVER PLATES SHALL BE WHITE AND SWITCH DEVICE k NEW �CH IANICAL MCM AM MY NO ALL 01FER EIOS'1MG LITHONIA UN W/ WIRE GUARD) SHALL BE WHITE. OONSTRUCIM CONTRACM SHAM MBTALL ALL NEW PLLAAIM IraCfIAMCAL ,¢ p SPRINKER HEAD - SEE DESIGN -BUILD SPRINKLER DWGS 6 GANGED SNATCHES SHALL RECEIVE ONE COVER PLATE Ems � CMS M BO AS NOT 10 OAT UM LIaITS AND ALL CEILING -HUNG FLUORESCENT FIXTURE W /1MRE GUARD E>OSIMC LIGHTS IMO 01M F0CW LOCAIIONS AS SHOAMI ON NUMBER INDICATES LENGTH IN FEET) > WALL-MOUNTED LIGHT SWITCH '7. t/IL Illll VE71�Y REOlJ�O ADM CES�IG FOR REFLECIED CELM PLAN SMALL NOT BE MOOMMD IARM OIIH M E OAIECIED BY � LoTHONIA AFP W/ WIRE GUARD) CIN E WD PA0VW INVOKE DEIECIORS AS IIIIEGURM 10 MEIET ALL CODE 11EQUINDAOM E:::3= UNDER - CABINET FLUORESCENT 101 EXIT SIGN. ARROW SHOWS DIRECTION - a ALL 00 94ALL BE C011EItED WIN WAYS ON A FULL CBJNC IKE NUMBER INDICATES LENGTH IN FEET) SEE ELEC. DWGS AN 3 NLESS � U 011a1t� N�CAIED• 21. INSTALL LIGHT FIXTURES WITH PROTECTIVE MYLAR OR SIMILAR COVER OVER � LITHONIA LC LOUVER LENS, BAFFLE. ETC. TO AVOID FIXTURE SOILING OR DAMAGE OR BOTH. , PEIiT >= a CEILING SHALL BE MOUMIED AT o'—W UNLESS REMOVE COVERS AT PROJECT CONCLUSION, USING CLEAN, WHITE GLOVES. FIXTURES RECESSED DOWN LIGHT SMOKE DETECTOR - SEE ELEC. DWGS. 011MItt� lIOIED. SMALL BE MAINTAINED CLEAN AND AS NEW. LAMPS SHALL BE NEW AT PROJECT (LITHONIA LP8F) 10. CE>LING OW SYSTEM SHALL K INSTALLED AS PER MANUFACTURER'S COM PLETION. RECESSED DOWN LIGHT - WALL WASHER SECURITY CAMERA (ARROW SHOWS DIRE A OF CAMERA; DASHED LINE SHOWS gRCUIT CTION � � SPECFICATIONS AND RECOMMENDATIONS. 22. PROVIDE DRAFT STOP ABOVE CERJNG AS REQUIRED BY CITY OF TUKWILA FIRE (LITHONIA LP8F) DEPARTMENT. 4 0OW METAL HALIDE FIXTURE ROUTING OF CAMERAS) z 11. MM S'1^3'10r1S SHALL, Oar>FaMil COWLE1FlY 70 2003 � Off SIRAKY11IItAL � ORAVOW FOR MINT CLAIM 23. PRIOR TO COMMENCEMENT Of INSTALLATION SUBMIT DESIGN -BUILD FIRE (LITHONIA THP - HIGH BAY O 16 -0 „ AFF) NO S: 1. ALL ITEMS ARE NEW U.O.N. SPRINKLER SHOP DRAWINGS TO ARCHITECT AND OBTAIN APPROVAL FROM THE CITY 40OV EXTERIOR METAL HALIDE WALL PACK 2. SEE MECHANICAL DRAWINGS FOR HVAC. s� 12. ALL HANGERS AND BRACING FOR THE CEILING GRID SHALL BE INSTALLED BY THE OF TUKWILA FIRE MARSHAL CONTRACTOR TO OBTAIN SEPARATE PERMITS REQLNRED SUSPENDED CELING SUBCONTRACTOR. FOR SPRINKLER SYSTEM. PROVIDE A FIRE SPRINKLER SYSTEM WHICH IS COMPLETE IN (LITHONIA TWH - MOUNT PER EXT. ELEVATIONS) ELECTRICAL DRAWINGS FOR LIGHTS do LSS ALL REGARDS, INCLUDING, BUT NOT NECESSARILY LMAITED TO. PIPING, VALVES, INFORMATION AND DESIGN SPRINKLER 13. ALL HANGERS AND BRACING FOR OTHER ITEMS SHALL BE INSTALLED BY THE SPRINKLER SYSTEM AND SPRINKLER HEADS. USE ARCHITECT'S REFLECTED CEILING DRAWINGS FOR SPRINKLER INFORMATI SUBCONTRACTOR INSTALLING THOSE ITEMS. PLAN FOR LAYOUT GUIDELINE'S. CENTER HEADS IN TILES. RELOCATE ANY SPRINKLER LINE THAT INTERFERES WITH PARTITION OR LIGHTING LAYOUT. ADMINISTRATION BUILDING REFLECTED CEILING PLAN 24. SEE ADA FOR GENERAL AND CONSTRUCTION NOTES. veal-V IV6w%wI% F/GA"r% 5 ■ ii.5 ASSOCIATES ARCf-MTECTS AIA 1333 BAYSHORE HWY *300 BIJPJUNGAME - CA - 94010 TEL (630) 692 --9911 ■ FAX (6SO) 692 --0181 ■ 7 M ISTEREp �i1C1�'ECT � _ .- - ATEOF .. .. .. • 8888. .. ,,. .. 8888 CC�'�S TION su 7/21/05 ® CLIENT FEV ISIONS - 1/21/ 05 QI VM MODIFICATION 5/10105 N0. REVISION i DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT Its V Z w �s = o a: Z > Z Q JW � J Q a Z Cr) W OD Cil Z a � Z J — w c: p w -- Q � - 1- V IMM z a Co Q Q 4 e z w z w ID .� () 0 < a: DATE JOB NO. 12/22/04 20457.07 A16al SHEET V OF 8T .- �' 8 ,888 .. .. � � . ,, �.... ..r � .•.�a.._.7«..'..�.1_...:�C'► - - r,rL 3'. � _ .- - .. .. .. • 8888. .. ,,. .. 8888 lw 'w - r - --- ---- L16W FIXTURE • — — — -- - ._ , _ .... ® PILASTER - SEE SC E OF WOW I Q Q i I A13.1 FOR HEIGHT (TYP) fm ®r r NOR /101 a Q ml� Fo 0 1 i i { r RE -LAMP 4 RE- $ALLAST ALL M ��� r' w &..I —Tv.— 8-1%0'1 ■ I I , — I ve %k.rr \ I I , I ' W PLANTING NOTES: Z + Planting soil for shrubs /groundcovers shall be deemed as new topsoil /compost cultivated into existing prepared subgrade. Trees d8 o shall be pit planted with prepared planting holes being a minimum &ANT LEGEND twice as wide as the r and at least nine Inches ( 9 m ) - 0 Pr i deep Oty Symbol BQsgnicalAommo Ngme Slze fR r a _ Soil Pre paration: Cu t vote shrub bed subgrade to a minimum depth of eight inches (8 ") and dean /remove all rocks, roots, debris over two inches in diameter. Lay a two inch (2 ") depth of 1 Q compost /topsoil over entire bed and till again to a minimum depth Acer griseum / PAPERBARK MAPLE rnin.2" cal., high branched �1 Existing Mature Buffer: Douglas Firs - of ten inches (10 to incorporate Compost thoroughly into grade. and Shrubs. Remove Ivy replace ,r•,.,NEWS Lay two inch lift of Compost and till again. 20 Acer c. 'Queen Elizabeth' / HEDGE MAPLE min. 2" cal., street tree form ! with Mahonia Repens. ,, * � * Fertilize all installed plants during bockfill operations with 4 - 2 No Irrigation Required in this Area. Agro Tr and Agriform Plant Tablets as recommended by 1 Calocedrus decurrens INCENSE CEDAR min. 6' -0" hgt. s -.... , Manufacturer. / g i f / Substitutions or changes in materials and placement shall be fi J made only on the written change orders as agreed between ` 6 a ercidiphyllum japonicum / KATSURA 2 -1/2" cal. /single trunk, Contractor, Landscape Architect and Owner. � � � � " street tree form * Mulch all beds with a minimum 2 inch 2 depth of approved Pinus contorts contorta / SHORE PINE min. 6' -0" hgt. LiJ 'mulch'. L J * Stake trees as directed by Landscape Architect. a menziesii DOUGLAS FIR min. 6' -0" hgt. I _ * The Landscape Architect retains the right to inspect tress. shrubs 3 seudotsu 9 / 9 and groundcover for compliance with requirements for plant size and 1 I V) quality at any time. This includes but is not limited to size and 3 Pyrus calleryana 'Trinity' / FLOWERING PEAR min. 2" cal., high branched i -- -- �= condition of rootbdls, root systems, insects, latent in juries and I , defects. Remove rejected material immediately from pro site. Shrubs ' * Replacement of Plantings: Remove from site and replace with new planting, at your expense, any plant that is either dead or in g Q Arbutus unedo 'Compacts' / STRAWBERRY TREE min. 30" hgt., upright unsatisfactory condition, as determined by Landscape Architect as • - `� , ;s soon as conditions permit within normal planting season. All Q Daphne b. 'Carol Mackie' ROCK DAPHNE min. 24" hgt., s r. _ _ - A replacement plantings are then to be under reinstated guarantee 23 P g P I --- period, as specified. Identify these replacements and take whatever � Epimedium v. 'Sulphureum' /' BISHOPS CAP gal. - • � _ _ , � � ' r w _ - . * n ecessary steps o prevent similar demise of plant materials. 1 275 9 warranty. This Warranty shall include replacing and planting same i size and species of plant material shown on Drawings that is 222 0 Euonymus a. 'Compactus'/ WINGED EUONYMUS min. 24" hgt., spr. �. .. __ _ _, .. _ _ designated to be replaced by the Landscape Architect. Except for •- loss due to excessively severe climatological conditions (20 year weather charts instdled ant mater r 424 Ilex c. 'C��nvexa' /JAPAN. HOLLY rein. 18" spr. /compact }r / ♦♦ ). pl a er�als are required to be 4 - guaranteed unto the and of one growing season against defects and unsatisfact Myrna colliforn�ca / PACIFIC WAX MYRTLE min. 30" h t. u ri ht V f - ~`: I _ owth, except for cases of n 238 9 P 9 a .. " 11 --� f �` '� Y °rY 9r °°P eglect /abuse by ` 1 Owners /others All plants replaced shall be reinstated under plant to Miscanthus s. 'Yaku Jima' MAIDEN GRASS 2 gal., full � - ..'~ � w} �'' _ R �.� 11 „ " • � . . t ,. guaranty conditions. •, , R . 207 Nandina d. 'Coin acts' /' HEAVENLY BAMBOO {min. 24 hgt. II c * P F , I } t II II _ Coordinate work with other trades as required. Determine location of underground utilities and perform work in a manner I* Pieris japonica LILY OF THE VALLEY SHRUB min. 30" hgt. II " which will avoid a dam 1 P / II possibl age. Coordinate with Utilities • �, II „ � � - `- -. - underground Location Center and Owner for locations of existing 4 : + " " , underground utlitkm etc. servicir� or routed throw the site. 36 � Pinus m. 'Pumillo' ,J MUGHO PINE min. •21 " spr•, non-sheared. II ' -` � � ' • ; � . � " ; � • ,• * 9r 9 9h . ! , It „ 11 i _ Provide protection of all Property. Parsons, work in progress. / " it structures. unities, walls, walks, curbs and paved surfaces from 252 '� Potentilla f. Moonlight � CINQUEFOIL min. 18 spr. /compact � II 11 � \ \ � � � � t1 , _ r~ . damages incurred arising from this wo& The Contractor shall pay E , for any such damage at no additional cost to the Owner. t ; r " During construction, keep pavements, building dean. Protect site . 10 O Rhododendron CiIpinense Rhododendron ,min. 15 spr• /compact f w _. and adjacent properties from damage due to cons truction . 11 r gwations, operations by other Contractors /trades and tr 5 Rhododendron 'Unique' Rhododendron min. 21' spr. /compact " 11 11 " ` ,j _ _ Unfinished and completed work shall be protected from damage by seem min. 12" s r. h on z . form If n 11 11 ` o - \ erosion or trespassing, and proper safeguards shall be erected to 166 o Sarcococca humilis / LOW SARCOCOCCA P `/ T p 9 Y Y Pe N `.� o ` protect the Public. 1 - -� * Staking and Layout- Immediately notify Lan Architect in II N, 37 Viburnum gnus 'Spring Bouquet' LAURUSTINUS min. 24" hgt. /compact � II �� „ II •. '� • `� .� � � � \ ,• • • ,� ' �- writing of any variance between plans and actual site. Landscape Archit has the right to adjust the location of dements. Verify , N. \ w layout with Landscape Architect prior to any installation work. ® Coreo sis verticilata 'Moonbeam' COREOPSIS 1 gal. 0 24 Verify installation conditions as satisfactory to receive work. Do " O.C. '� p � 11 not install an site elements until an u con d i tion s r / " I 11 1 �: � � •• � y y cry di s are ® .luniperus c. 'San Jose' ,/ SAN JOSE JUNIPER 1 gal, 24 trr. spacing `` ��\ corrected. Beginning of work constitutes acceptance of conditions \ V •� �- as satisfactory. Man conditions detrimental to plant ' " ow consructed elements, are encountered such as rubble fill, ' Arctostaphylos *Massachusetts/ KINNICKINNICK '1 gal. � 24" O.C. - 11 � � � � � ,� � ,, � '� th t / � adverse conditions, or obstructions, notify Landscape Architect. } • " 11 II " • 4 r _ "` All new planting areas to be serviced by an automatic irrigation , ® Mahon�a repens / CREEPING MAHONIA 1 gal. O 15 O.C. 11 , ,r �, ,, II II If ., ,� � system. . EM Pennisptum a. 'Hamelyn' / DWARF FOUNTAIN GRASS 1 901. 0 24 O.C. Lawn / Sod ••1 L 11 11 EXISTING VEGETATION l ot f 1 + XISTING TREES It ti \ �. + � ,/ , i n e * Plant sizes are specified per the American Standard for Nursery Stock, Publication -May 2, 1986 sponsored by the II American Association of Nurserymen, Inc. ' See Note for trees along So. 60th Street... Acer griseum ' 0 3" dia., Acer compestre ® 4" _dia. and Pinus contorta .• II .. 8' -0" hgt. min. * Plant quantities represent the entire site. •��' _ Existing ' Tree TYP. .... ... + T — n O �► 1. /w.. t ► •I KEY MAP north 0 10 20 40 SCALE: 1" 010' IDESA� 0 ,oi "f ��A X* 3120 ,T c84TW SHEET L1.2 MA ICHLIf� �� v %— v 1 ... v Lr 1 r 1 r\ 1 I &.- , ASSOCIATES ARCHITECTS AIA 1555 SAYSHORE HWY #300 BURUNGAME — CA — 04010 TEL (650) 692 -991 FAX (650) 692-0181 ■ t z 'V S Aft Rim C m I �11b71�r+' �► 1�:: 11 .a•►�M.I:•a►nM+.MN+.c.c.•f:..� •. ,w.•,n . �. a► Glenn Takagi Landscape Architect 1 8550 Fkbnds Way N. Sure #102 • ; Shoreline, WA 98133 (206) 542 -6100 FAX: (206) 546 -1128 r i el 4 6. NO. ft"SION DATE IT IS THE THE RESPONSIBILITY OF CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT Construction Set 7.29.05 t O .�A V Q o Q Z W W - , m J � 4 Z Q 0 U Z 00 ..0 W 00 F ? Z J Q Q N Z 3 W Y ...._ U C1... DATE ,,oe No. 4.26.05 *Ak # L 1 00 SHMT IOF t z 'V S Aft Rim C m I �11b71�r+' �► 1�:: 11 .a•►�M.I:•a►nM+.MN+.c.c.•f:..� •. ,w.•,n . �. Existing Mature Buffer: Douglas Firs and Shrubs. Remove Ivy replace with Mahonia Repens. L No Irrigation Required in this Area. NOT TO SCALE m AN3 MMIfM� 01 UN MINGMUYATIQU tc UG& ROOT ZONE) IIIAMIO[ ALLOlO �If�fT!'� —I�IC IM AM APPOW W W ft7lM 101/M�E AMAA2; ANA Of MOOR L AMR 1W 21M If 13 ■ S APPROwL TO MOTALL idles 1-4m mm B IM OF WAW SQUPW ff AWAW SFOOW LMf0 WAAAS sGA= 10 eelo.Ies110s APPfXMIL E nliOlsCUW WAawMa Mahn IMO Aug AS FQAAW AAIM BY WO 02 MM WeIfCM E I�MY MOM WK 00 NOR OIS 1 12OE A OR WKOF=6•N1 11111 O LM MAY e,E M13M I= 11f 11 G (FEEDER ROOT_ ZOt�IE) "OFWAWAND,N SICWWW WAS eJ§W 10 eM0111 APPWAYWL E f1111101ea 1111W IAZAO MAY K MlitNeJM, 1110 WM NEAW ON~ff AU MID AS a a Wom WM MI 2/3 W 1 OF SM C W IMOIOfr M LAVW M' -41111111117fI 0 00 mew �.... w... 1. . T "Mob �. • r a G -- , i r it ~— , Power vault M --,� •,, GWA 1 + ! 1 « , • r4 . x` 1 (Area of Alder Trees/Shrubs/Grasses and 8lackberr'ies. Ex sting Lon on one ree Ju iper _ _ _ . _» •�,,. Gr )und over to R bmai . -- w♦ 14o Irrigation in this Area. lit ne k M I 4 4 r ! 0 erhe d p erli r t PI ne — r n / Completely remove blackberries for 15' -0" from edge of asphalt ' 1 or clear 6'-0" beyond top of slope, whichever is greater. - - Replant as shown. Irrigation required. P ane 4 3" afte { — ! 4 � DI ine low � SAP "Pane . __ , - � - y -- - - -- -- • � } w z J I U Q' O V-A w w Z U) t� SHLL I L1.,5 MA I UNLINL north 20 40 �,� —' �,,� ►• OF ��■■F"'��.■I KEY - - M AP "u� 3' SCALE: 1" 410' KEY SLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BA YSHORE H WY #300 BURLINGAME — CA — 84010 ■ TEL (650) 682 -9911 . FAX (650) 692 -0181 f as OL ' Glenn Takagi Landscape Archftd 18550 Firlsfnis Way N. Suite 9102 VM 98133 (206) 542 -6100 ' {FAX: (208) 54-1128 1 •. DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT .Construction Set 7.29.05 CL _ y J ! 0 s Q W W D Cr °m < of Z o � 'V Z 00 Q_ N r� F" Z Z JQ 4< • _ j T Y Q Z O 0 W N Y — ao o U-) DATE %M NO. 4.26.05 J08 # SMUT of i e ' f r a di 0 y a .�, . _.^ " . - .. � • - .♦ _ ' ..._.. _ _ � - w . .. n • • ... • M • r - ..y.- �..r +... ♦ • �n .. � •_ \ - w. • . -... 1... .. J •. .. ., � . _ . _ •.,- . .. ... ..._... _ .. ..+ .� _ .. r— .i _ .. � - ... _. .... .. ..... .. .. .� . _ ,. _ . .._ ._..►_r .._. •. "M1_. �-... ♦ 1++" - ..J w _..• . •,►- . - ---'. �f Y _w-• 'N� PLAN K ,TR�EE P ROTECTION SHEET L1.0 MATCHLINE L1.2 , t 2 4 Line of Tr KEY M AP Sight �.� Triangle. r Existing Juniper t \� Planting. (A Part of Recent City of SeaTac T.I.B. Improvements) 4 . I 7 / A• 4 2" S e Tr Line of - Sight Triangle. ASSOCIATES ARCHITECTS AI A 1555 BAYSHORE H WY #300 SURLINGAME CA — 94010 TEL (650) 662 -0611 FAX (650) 692-0181 ■ I ' I MI r ' • 'a ,< Type I Landscape di 0 SHEET L1. M /., 1� • �* ♦ �� CITY OF K r ' • AN 3 r r PEfOWAIT NTE north 0 10 20 40 SCALE: I* 40" .. �R��Y'�M...'w'_' . `+'�Yw � Yf.1'�I'•1 .•_r +���..�N . ... ' .. � • ..N .r• ... r • s •.� +. . N • N. r ti' 1w......�w .I ...y _ ^.� .w ., ti .- • 4 - - • • - r :7 'R t i. ,r - x t t , + • - � �' �'' .. . -. _ ♦ . r .� w r .., f -w+.t r r. M .. �.+r w . �.� .. '�r•.i. �h,..w '�' �M+.^ {. i ►a „ y' � �' Mh K •t . M^ a ... , a■w�o�s Glenn Takagi .,Landscape Archited 185W Firisnds Way N. Suits 6102 . Shoreline, WA 98133 (206) 542 -6100 FAX: (206) 546 -1128 Permit Set 4.26.05 1 S � N0. REMSION OATS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR DISCOVERED ANY OTHER INCONSISTENCIES SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT .Construction Set 7.29.05 ' Q p Q ' Z W W fY m o 0 Q�00 Ua Z Go — Q. Z JQ C Q J Z o Y -- U W' Q. DATE JOB NO. 4.26-05 JUB # 102 91EET OF :7 'R t i. ,r - x t t , + • - � �' �'' .. . -. _ ♦ . r .� w r .., f -w+.t r r. M .. �.+r w . �.� .. '�r•.i. �h,..w '�' �M+.^ {. i ►a „ y' � �' Mh EXISTING TREES * Plant sizes are specified per the American Standard for Nursery Stock, Publication —May 2, 1986 sponsored by the American Association of Nurserymen, Inc. * See Note for trees along So. 160th Street... Acer griseum 0 3" dia., Acer campestre ® 4" dia. and Pinus contorts A 8' -0" hgt. min. * Plant quantities represent the entire site. 0 4W • • Q 6" Magnoli + CN „ 6 Magnol W w I C ' 6 ► ' Magnoli ' { t L...:L. .� LL / a' i r '� err / y /. �., / //• r ' ! T ri- SHEET L1.5 MATCHLINE north �, AYE 3 12106 ww.. r •M w..� SLUNK DEMATTEI ASSOCIATES ARCHITECTS AI A 1855 BAYSHORE HWY #300 SURLINGAME — CA — 94010 TEL (650) 692 -9911 FAX (650) 692 -0181 ■ 1; 1 k t • r r � v �.L.�I • !!r • 47�. - Y M•► •'V r11 'r1A • \ ...N ti. .. .... ..►.. . .. • . . - .. w•- ...... � • . r ._. .. w • . � + - •- � ':.r• ... • w - .. ..... �. .. - w M.. ..' �.:. • ^1 •••+. ....♦. Y «'.I. • .y ••• '♦• ..b ....r +. .• •. •. .-.w - +.•f......ww•M'..•y.�.M.. ^•~ •� 1'•FM���K• - . X45• ..�.d r,AMMw�••c'� r+I �.A�1'.. O "I Od Magno • .. , + .•. . 3 Pyrus calleryana 'Trinity' ,�' FLOWERING PEAR min. 2" cal., high branched — � ,� ,/ ' ' • . Shrubs / T I Q STRAWBERRY TREE in. 30" hgt. u pright �. • •• • . • • - / m . ...... 8 Arbutus unedo Compacts c 23 Q paphne b. Carol Mackie J� ROCK DAPHNE min. 24 hgt., spr. �/ �, .. +............ :. 1 Epimedium V. 'Sulphureum' BISHOPS CAP 1 gal' •• • •' Re — Cut Edge of Existing lawn to New Lay .275 '•.•..•. g ... ... t • �• .. ....-..•.-. .•.•.. � �� Remove Existing Shrubs and Re with ' #• . 22 0 Euonymus a. Compactus / WINGED EUONYMUS min. 24" h t., s r. � op •.;..._.;.•.;.•.:.. •.:..... g ep ce th Lawn. 2 9 P i fuel Facility }•' 4'=:•Pldfl .....:.• ; 424 Ilex c. Convexa / JAPAN. HOLLY ;ruin. 18 spr. /compact ,/ '�•.•.•. •.••.•...•.•.•.. r c y �,, ; .... • . F 1 , 0 , 238 Myrica californica / PACIFIC WAX MYRTLE ;min. 30" hgt.,, upright ��� y I , a , fi; • ; ••.•.- ; Miscanthus s. 'Yoku Jima' MAIDEN GRASS 2 al. full �► a �. 4 ,� �,, / �,� �� $ . lop: v. y 4 207 Nandina d. Compacta / HEAVENLY BAMBOO min. 24 hgt. }' ;� \ I, E ;fi -- .. °Oo • : "'•:;:••,:; -• Existing London Plane Trees Pieris japonica LILY OF THE V min. 30" hgt. (% �; fi ••.:•.::..• '� 1 P I ALLEY SHRUB 9 r t / Plnus m. Pumillo /' MUGHO PINE min. 21 spr., non—sheared. ► i �•••,- r • • • • • • • ' , r 252 16 Potentilla f. 'Moonlight' CINQUEFOIL min. 18" spr. /compact :• ; ""• --- •'`�:•''.• �'' *+ .. '* SHEET L1.1 MATCHLINE I _ I (Area of Alder Trees /Shrubs /Grasses and Blackberries.) "\ No Irrigation in this Area. , ;. J / •�, �..... .} �) MagnoliQ .... 20 Acer c. Queen Elizabeth /r HEDGE MAPLE min. 2 cal., street tree form >~ + •.•.•.• 2 Magnolia • - • • - 1 Calocedrus decurrens / INCENSE CEDAR min. 6' -0" hgt. • • • ..... .. .... . .... ....... .. • P Y 1 P / / / single trunk, ' E xistin g Shrubs ' ' ' '•' ' ' . •'•'�' '•' ' •�' '•' '•'• ••'� • 6 ° Cerc�di h Ilum a on�cum KATSURA 2 - 2 cal. g �' s � f ..... ................ . . street tree form - ••••••• ••• •• • Groundcovers to • •' ... ... .... Pinus contorta contorta SHORE PINE - — ''•• :•;r'•:•:• -• 5 / min. 6 --0 hgt. Remain. �' �•.. •..,, ,.•...•. 3 Pseudotsuga menziesii / DOUGLAS FIR min. 6' -0" hgt. Existing London Plane Trees owl i , Glenn 'Takagi Landscape Architect 18550 RIM Way N. Suits $102 sholob , VM 96 133 (206) 542.8100 ' -FAX: (206) 546 -1128 e Set 4.26.05 1 Client Revisions. 7.29.05 f • O. FMVMM DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT Construction Set 7.29.05 r f o , 0 f Q F o Z LLJ W L.L m � c � o L� U Z 00 CL oo F_ Z cr) 0) Z << C: Q Z - ' o W o Y --- U ul CL DATE XS NO. 4.16.05 .W # SHEET �OF 1; 1 k t • r r � v �.L.�I • !!r • 47�. - Y M•► •'V r11 'r1A • \ ...N ti. .. .... ..►.. . .. • . . - .. w•- ...... � • . r ._. .. w • . � + - •- � ':.r• ... • w - .. ..... �. .. - w M.. ..' �.:. • ^1 •••+. ....♦. Y «'.I. • .y ••• '♦• ..b ....r +. .• •. •. .-.w - +.•f......ww•M'..•y.�.M.. ^•~ •� 1'•FM���K• - . X45• ..�.d r,AMMw�••c'� r+I �.A�1'.. O "I Od Magno • .. , + .•. . 3 Pyrus calleryana 'Trinity' ,�' FLOWERING PEAR min. 2" cal., high branched — � ,� ,/ ' ' • . Shrubs / T I Q STRAWBERRY TREE in. 30" hgt. u pright �. • •• • . • • - / m . ...... 8 Arbutus unedo Compacts c 23 Q paphne b. Carol Mackie J� ROCK DAPHNE min. 24 hgt., spr. �/ �, .. +............ :. 1 Epimedium V. 'Sulphureum' BISHOPS CAP 1 gal' •• • •' Re — Cut Edge of Existing lawn to New Lay .275 '•.•..•. g ... ... t • �• .. ....-..•.-. .•.•.. � �� Remove Existing Shrubs and Re with ' #• . 22 0 Euonymus a. Compactus / WINGED EUONYMUS min. 24" h t., s r. � op •.;..._.;.•.;.•.:.. •.:..... g ep ce th Lawn. 2 9 P i fuel Facility }•' 4'=:•Pldfl .....:.• ; 424 Ilex c. Convexa / JAPAN. HOLLY ;ruin. 18 spr. /compact ,/ '�•.•.•. •.••.•...•.•.•.. r c y �,, ; .... • . F 1 , 0 , 238 Myrica californica / PACIFIC WAX MYRTLE ;min. 30" hgt.,, upright ��� y I , a , fi; • ; ••.•.- ; Miscanthus s. 'Yoku Jima' MAIDEN GRASS 2 al. full �► a �. 4 ,� �,, / �,� �� $ . lop: v. y 4 207 Nandina d. Compacta / HEAVENLY BAMBOO min. 24 hgt. }' ;� \ I, E ;fi -- .. °Oo • : "'•:;:••,:; -• Existing London Plane Trees Pieris japonica LILY OF THE V min. 30" hgt. (% �; fi ••.:•.::..• '� 1 P I ALLEY SHRUB 9 r t / Plnus m. Pumillo /' MUGHO PINE min. 21 spr., non—sheared. ► i �•••,- r • • • • • • • ' , r 252 16 Potentilla f. 'Moonlight' CINQUEFOIL min. 18" spr. /compact :• ; ""• --- •'`�:•''.• �'' *+ .. '* SHEET L1.1 MATCHLINE I _ I (Area of Alder Trees /Shrubs /Grasses and Blackberries.) "\ No Irrigation in this Area. , ;. J / •�, �..... .} �) MagnoliQ .... 20 Acer c. Queen Elizabeth /r HEDGE MAPLE min. 2 cal., street tree form >~ + •.•.•.• 2 Magnolia • - • • - 1 Calocedrus decurrens / INCENSE CEDAR min. 6' -0" hgt. • • • ..... .. .... . .... ....... .. • P Y 1 P / / / single trunk, ' E xistin g Shrubs ' ' ' '•' ' ' . •'•'�' '•' ' •�' '•' '•'• ••'� • 6 ° Cerc�di h Ilum a on�cum KATSURA 2 - 2 cal. g �' s � f ..... ................ . . street tree form - ••••••• ••• •• • Groundcovers to • •' ... ... .... Pinus contorta contorta SHORE PINE - — ''•• :•;r'•:•:• -• 5 / min. 6 --0 hgt. Remain. �' �•.. •..,, ,.•...•. 3 Pseudotsuga menziesii / DOUGLAS FIR min. 6' -0" hgt. Existing London Plane Trees ., . r ' PL AN T LE GEND 0 A 1 • Acer arise um / PAPERBARK MAPLE min 2" Al c high branched G `' '' '' - • 10 IC Rhododendron 'Cilpinense' / Rhododendron ~ min. 15" spr. /compact 5 +Rhododendron 'Unique' Rhododendron min. 21 spr. /compact ✓ • .,, __ , . I r r 1 44 p I 166 0 Sarcococca humilis LOW SARCOCOCCA min. 12" spr., horiz. form 00e , M a 37 0 Viburnum tinus 'Spring Bouquet' / LAURUSTINUS min. 24" hgt. /compact 1 Coreopsis verticilata 'Moonbeam' f COREOPSIS 1 gal. 0 24" O.C. ' Juni erus c. 'San Jose SAN JOSE JUNIPER " I P / 1 gal. � 24 tn. spacing ple Arctostaphylos " Massachusetts'/ KINNICKINNICK 1 gal. 0 24" O.C. , Mahonia repens CREEPING MAHONIA 1 g al. • 1 � / 0 15" O.C. \ I Y Pennisetum a. 'Hamelyn' / DWARF FOUNTAIN GRASS 1 gal- 0 24" O.C. j I I • M a l e �-= =� I • :•. Lawn / Sod _ • _'t - j � " 4 EXISTING VEGETATION ' .. an 1 of f Y 1 �1I 1 • 1 /.� r 09 A .� r owl ., . r ' PL AN T LE GEND 0 A 1 • Acer arise um / PAPERBARK MAPLE min 2" Al c high branched G `' '' '' - • 10 IC Rhododendron 'Cilpinense' / Rhododendron ~ min. 15" spr. /compact 5 +Rhododendron 'Unique' Rhododendron min. 21 spr. /compact ✓ • .,, __ , . I r r 1 44 p I 166 0 Sarcococca humilis LOW SARCOCOCCA min. 12" spr., horiz. form 00e , M a 37 0 Viburnum tinus 'Spring Bouquet' / LAURUSTINUS min. 24" hgt. /compact 1 Coreopsis verticilata 'Moonbeam' f COREOPSIS 1 gal. 0 24" O.C. ' Juni erus c. 'San Jose SAN JOSE JUNIPER " I P / 1 gal. � 24 tn. spacing ple Arctostaphylos " Massachusetts'/ KINNICKINNICK 1 gal. 0 24" O.C. , Mahonia repens CREEPING MAHONIA 1 g al. • 1 � / 0 15" O.C. \ I Y Pennisetum a. 'Hamelyn' / DWARF FOUNTAIN GRASS 1 gal- 0 24" O.C. j I I • M a l e �-= =� I • :•. Lawn / Sod _ • _'t - j � " 4 EXISTING VEGETATION ' .. an 1 of f Y 1 �1I 1 • 1 /.� r 09 A .� r RWND PRESS. TREATED PINE TO LEE APPROVED EQUAL) SET 0 OF PREVAILING HAND r PLANTING BACKFILL PER SPECIFICATION III I � I Ill ' I I_ •., -' • _•,1. SECURE w/ LOOP �— OF CHAINLOCK. I WOOD CHIP MULCH PER SPECIFICATIONS FORM 6" HIGH CONTINUOUS WATER BASIN III-- -•-- - , .. �I � I_•I I I • - • • • _ i--- L 1` CII —I I�I,� I 1 =111 ;.. � ,:�,:::,,.��:•, <��,;• � II:== III= 1 I F I =1 I' M—T 1 I � ILJ I I -I���I I�I� I I I I IJ I L =1 I f -I J �= saL at o� 1 , suegtaoE �CO NIFEROUS TREE P LANTING r SHEET L1.2 MATCHLINE ... 1.. /ME .I... 0■..I ... ... .r. �.. ... t L I , Typ e �I Landscape i ., ,: 1 jo `F A 1 CHAINLOCK TIES ~` PREVAILING WINDS TIGHTEN TIES ONLY ENOUGH TO KEEP ., FROM SUPPING. ALLOW FOR SOME TRUNK 4 MOVEMENT. CHAINLOCK SHALL BE L G (ENOUGH TO ACCOMMODATE 1.5 IN. _ OF GROWTH. low B&B TREE . SET ALL PLANTS PLUMB REMOVE VE BU LAP, WIRE dt STRING FROM TOP 2/3 OF ROOTBALL 1 2" -3 0 MULCH (PER SPECS) 3 " -4 "SOIL SAUCER FOR WATERING DURING ESTABUSHIMENT PERIOD BACKFILL WITH MIXTURE OF NATIVE SOIL AND SOIL AMENDMENTS PER - SPECS 0 Ob . PIT SHALL BE A MIN. 2 T� EACH TREE MUST BE PLANTED THE WIDTH OF ROOTBALL.- \ /\ SUCH THAT THE TRUNK FLARE IS 2. ONE STAKE PER TREE ON WINDWARD /\ VISIBLE AT THE TOP OF THE ROOT SECOND STAKE ON LEEWARD SIDE (UNLE LL. BA TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE OTHERWISE DIRECTED) �\ . REJECTED. DO NOT COVER THE TOP 3. SLOPES STEEPER THAN 2:1 MAY REQUIRE AN>� WITH OF THE ROOT BALL SOIL. ,APPROVED EMBANKMENT STABILIZATION SYS TO CREATE A LEVEL TREE PIT SUCH AS: --ROCK FACING — MANUFACTURED SLOPE RETENTION UNITS . 1 B� 6b p Wd*T Clrf OF 31 pE�i11Arr CENTER 6 ■ W - R_ :• -, . • M .. ----•- SqL AMENDMENT MIXED WITH NATIVE SOIL (SEE SPECS) 3E PER LANDSCAPE SCARIFIED SUBGRADE (SEE SPECS) j _ PLAN ., TYPICAL SPACING ..- .. " n II n M _ N 'a • �..� 15 0 landscape Buffer GROUND COVER PLANTING < NOT TO SCALE 150" Street Dedication _ { (F a Sidewalk M _ r . ur Plant Strip) LO 1 II Landscape {Line of . Si ht Trian le Typ g g - north 0 10 20 40 ' � " B&B OR CONTAINERIZED SHRUB (TYP) SCALE: 1 *10' 44 SET ROOTCROWN AT OR JUST ABOVE SOIL LEVEL (TYP) �. REMOVE BURLAP, WIRE do STRING FROM l TOP 2/3 OF ROOTBALL ° -; EXISTING GRADE (SEE GRADING PLAN) r - • • ' 1:1 MAX PLANTING ON SLOPES NOT TO scue L l. " L — %.# I'M I% {.0 G wI P-% I I G ASSOCIATES ARCHITECTS AI A 1555 BAYSHORE H WY #300 BURUNGAME — CA -- 84010 TEL (650) 692 -9911 ' FAX (650) 692 -0181 . a a r ti f Glenn Takagi Landscape Architect 18550 FMwIde Way N. Suite 9102 Shonelirlfe, WA 98133 (208) 542.6100 FAX: (208) 546 -1128 Pe rmit 4. NO. +REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT Construction Set 7.29.05 0. 0 k Q Q Q Z LJ WD QC � Q � 2 O 0 4< r-= ao V Z 00 M T— La 00 1 0) Z J Q C: Q J C: Z O W 4 U Y F- LZ DATE J08 NO. 4.26.05 JOB L 1 f04 SHEET OF 1 a s .. .. ..• -♦ . .. . .. .... .,y .� ... •+.. .- .•.•ti•.- r --..yr ♦ ♦ I • .. ... _ .... ..•1 1 .. .f. •'. •Md'.: ^ k•M �1M.^ !1' #'1� �y.,. �,�, .t. +r KEY MAP NOT TO SCALE r i r I 1 PLANTING N _ S: » Planting soil for shrubs /groundcovers shall be deemed as new SHEET L MATCHLINE topsoil /compost cultivated into existing prepared subgrode. Trees 00 a J �� �� o � ��� ■ shall be it planted with areal planting holes being a minimum P P Prep P 9 9 twice as wide as the rootball and at least nine inches (9 ") deeper. 0 Soil Preparation: Cultivate shrub bed subgrode to a minimum � • depth of eight Inches (8 ") and dean /remove all rocks, roots, debris �• �� over two inches in diameter. Lay a two inch (2 depth of (compost /topsoll over entire bed and till again to a minimum depth ... �. _ of ten inches (10 ") to incorporate Compost thoroughly into grade. Lay two inch lift of Compost and till again. - w Fertilize all installed plants during backfill operations with 4 -2 - - r~ " Agro Transplanter and Agriform Plant Tablets as recommended by Manufacturer. " - _ } �► Substitutions or changes In materials and placement shall be _ \ made only on the written change orders as agreed between . _ Contractor, Landscape Architect and Owner. '` �- •- + , -- - ! . __. _ - -- r M • " Mulch all beds with a minimum 2 inch 2" d e p th of owed O as appr P I ... _ . , . T -- ..� -- 'mulch'. Stake trees as directed by Landscape Architect. « The Landscape Architect retains the right to inspect trees, shrubs and groundcover for compliance with requirements for plant size and quality at any time. This indudes but is not limited to size and - _. _. . _ _ _w - - ~� •- - j < \ condition of rootballs, root systems, insects, latent injuries and '; �" -- ,.� ; • defects. Remove rejected material immediately from project site. _ r -- j �+ • Ex tang Ve ati Replacement of Plantings: Remove from site and replace with new " . �_� _ _ 46� t planting, at your expense, any plant that is either dead or in unsatisfactory condition, as determined by Landscape Architect as -A soon as conditions permit within normal planting season. All _ - -- - �•- -� ' replacement plantings are then to be under reinstated guarantee 5 P l a ne period, as specified. Identify these replacements and take whatever necessary steps to prevent similar demise of plant materials. Ju n ipe'r and Grou dco * Warranty. This Warranty shall include replacing and planting same Existin Lon on o n e tees Ju er _. t Rem in. ; size and species of plant material shown on Drawings that is Groundcover to R ai . P- designated to be replaced by the Landscape Architect. Except for + loss due to excess ively severe climatological conditions (20 year 5 P l a n weather charts), installed plant materials are required to be guaranteed until the and of one growing season against defects and _ �: _ 3 - -. ■)1 unsatisfactory growth, except for cases of neglect /abuse by -- Owners others. All plants replaced shall be reinstated under plant guaranty conditions. 1 o , GENERAL NO - _ � � verh ad wed e • Coordinate work with other trades as required. Determine location of underground utilities and perform work in a manner � . � ., 5 P - - - which will avoid possible damage. Coordinate with Utilities _ ._. + _ ._ _ ;.., 'Underground Location Center and Owner for locations of existing PI underground utilities, etc. servicing or routed through the site. - ' 4 Provide protection of all property, persons, work M structures, utilities, wills, walks curbs and paved surfaces from ,. damages incurred arising from this work. The Contractor shall pay �- f Ty f mge or any such daa at no additional cost to the Owner. • � �- - f � 1 1 During construction, keep pavements, binding d ean. Protect site Pla Alon So. 160th Street. _increase sizes fi r � land adjacent properties from damage due to construction (� T g o tees to the ` following " ✓ _ _ _ _,. - Landsc gwations, operations by other Contractors /trades and trespa" 9 sizes: Acer 9 riseum O 3 dia. Acer cam P estre ® Unfinished and completed work shall be protected from dame b z 4 dia. and Pinus contorta O 8' -0" hgt. min. .. ✓ ; erosion or trespassing, and proper safeguards shall be erected to 7 protect the Public. Staking and Layout: Immediately notify Landscape Architect in N r writing of an variance between pl ans and actual site. Lands U n + 0 i n e w 9 Y PI aP : I Architect has the right to adjust the location of elements. Verify " " „ M , / I t l layout with Landscape Architect prior to any installation work. 15 0 �► '* Q Landscape Verify nstallation conditions as satisfacto o receive work. Do N it —� �# not install site elements until an y l an unsatisf conditions are Buffer � n . -- P M corrected. Beginning of work constitutes acceptance of conditions 15'0" - - �� as satisfactory. en conditions detrimental to plant 'd' - in Wh r + N R�VI® growth /constructed elements, are encountered such as rubble fill, Dedication Future i walk 1.2 Pine y' adverse conditions, or obstructions, notify Landscape Architect. T-' ( S de + + b * All new planting areas to be serviced by an automatic irrigation ..�ll ` ` _ �' - -- _ _ Future Planting Strip) _ _ - System. -- — -- ...12 Pine_ j - - '— - - - -- ----- -- - SIR Line of Sight Triangle. -- - - - --- - �_ ° Ty 111 Landscape .. �_ _: __�- - Ret ain City O�T� t Exlsting Vegetation M 1 I . A j ° LAN T LEGEND .� i Pennisetum a. 'Homeiyn' DWARF FOUNTAIN GRASS 1 gal. O 24" O.C. •.•. Lawn / Sod ` BLUNK DEM ATTEI ASSOCIATES ARCHITECTS AI A 1555 BAYSHORE HWY #300 BURUNGAME — CA — 94010 TES. (650) e92-9911 FAX (650) 69 on Y Trees Glenn Takagi Landscape Architect 1 Sums 0'102 Acer griseum f' PAPERBARK MAPLE min.2" cal., high branched 238 20 e rmit S Acer c. 'Queen Elizabeth' / HEDGE MAPLE min. 2" cal., street tree form 7 1 hgt., upright Colocedrus decurrens / INCENSE CEDAR min. 6' -0" hgt. 207 6 ° ercidiphyllum japonicum / KATSURA 2-1/2" cal. / single trunk, 7 24" hgt. : 10 street tree form THE VALLEY SHRUB 51 30" Pinus contorts contorts / SHORE PINE min. 6' -0" hgt. 36 3 21 " Pseudotsugo menziesii / DOUGLAS FIR min_ 6' -0" hgt. 252 3 min. lPyrus colleryona 'Trinity' / FLOWERING PEAR min. 2" cal., high branched 10 Z 5htubs • 5 6 � Arbutus unedo 'Compacts' / STRAWBERRY TREE min. 30" hgt., upright 166 23 0 Daphne b. 'Carol Mackie' / ROCK DAPHNE min. 24" hgt., spr. 37 275 act s r. com P / P Epimedium v. 'Sulphureum' / BISHOPS CAP 1 gal• min. 222 0 Euonymus a. 'Compactus'/ WINGED EUONYMUS rein. 24" hgt., spr. 424 O Ilex c. 'Convexa' /` JAPAN. HOLLY min. 18" spr. /compact 238 � Myrica californica f PACIFIC WAX MYRTLE min. 30" hgt., upright Pennisetum a. 'Homeiyn' DWARF FOUNTAIN GRASS 1 gal. O 24" O.C. •.•. Lawn / Sod ` BLUNK DEM ATTEI ASSOCIATES ARCHITECTS AI A 1555 BAYSHORE HWY #300 BURUNGAME — CA — 94010 TES. (650) e92-9911 FAX (650) 69 on Y awwuolrs �a �s Glenn Takagi Landscape Architect -1, WW Falnnds Way N. Sums 0'102 � shonslins, WIA 98133 (206) 542.6100 FAX: (205) 546-1128 e rmit S 4. Myrica colifornica /' PACIFIC WAX MYRTLE min. 30" hgt., upright Arctostaphylos Massachusetts' / KINNICKINNICK Miscanthus s. 'Yoku Jima' / MAIDEN GRASS 2 gal., full DATE Nandina d. 'Compacts' f HEAVENLY BAMBOO min. 24" hgt. : 10 Pieris japonica / LILY OF THE VALLEY SHRUB min. 30" hgt. O Pinus m. 'Pumillo' ,r' MUGHO PINE min. 21 " spr., non -she Potentillo f. 'Moonlight' CINQUEFOIL min. 18" spr. /compact Z W LiJ � • Im 0 Rhododendron 'Cilpinense' / Rhododendron min. 15" spr. /compact '0 Rhododendron 'Uni ue' 4 � Rhododendron min. 21 " act s r. com P / P o Sorcococco humilis / LOW SARCOCOCCA r a. min. 12" spr., horiz. f Pennisetum a. 'Homeiyn' DWARF FOUNTAIN GRASS 1 gal. O 24" O.C. •.•. Lawn / Sod ` BLUNK DEM ATTEI ASSOCIATES ARCHITECTS AI A 1555 BAYSHORE HWY #300 BURUNGAME — CA — 94010 TES. (650) e92-9911 FAX (650) 69 on Y awwuolrs �a �s Glenn Takagi Landscape Architect -1, WW Falnnds Way N. Sums 0'102 � shonslins, WIA 98133 (206) 542.6100 FAX: (205) 546-1128 e rmit S 4. O 24'' tri. spacing P 9 ��•'�X Arctostaphylos Massachusetts' / KINNICKINNICK t gal. No. f"S" DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT .Construction Set , i �.L O � I Q n Z W LiJ � • Im d Cf Z I= Q 0 0 00 Z 00 "� 00 1 0) J Q J Z , W C-4 Y co c) U- DATE J08 NO. 4.26.05 JOB # L I 5 * sHEET o� 't t� 1j Viburnum tinus Spring Bouquet / LAURUSTINUS min_ 24" hgt. /compact ® Coreopsis verticilato 'Moonbeam' / COREOPSIS 1 gal. O 24" O.C. Juniperus C. 'San Jose' / SAN JOSE JUNIPER 1 a1. g O 24'' tri. spacing P 9 ��•'�X Arctostaphylos Massachusetts' / KINNICKINNICK t gal. O " 24 O.C. ® Mahonia repens / CREEPING MAHONIA 1 gal. 0 15" O.C. ISTING VEGETATION 4 ISTING TREES Plant sizes are specified per the American Standard for Nursery Stock, Publication-May 2, 1986 sponsored by the American Association of Nurserymen, Inc. e See Note for trees along So. 160th Street... Acer griseum O 3" dia., Acer compestre O 4' dia. and Pinus contorts O V -0" hgt. min. A Plant quantities represent the entire site. north 0 10 20 . 40 SCALE: 1 40' ` 7A 1 • �1 KEY MAP L1.5 C"cw� 1►U6► 3 1 PEiw CW x • Itfi: ��". r«+.+►• _...:: -+• ,... �...r:r.►•i..r.- -..... ... ...•r+ .......w..... .�. _ ,...._ .. ...�.r •. «_._. . • .... . .. -.... „• .._. n ,. _ .. ... _ ... ,... ... .. . »..— ,. 16 « O . ... � •- _. .. _ ... .. . , .... ... .... � « • . .._ ... .» .......+. �:. _ .•r. .. �•...r•:. .w yw �. -.•. r. -..$ �.w..rw +w�4r.�r.�+..� '-•`tom"'' •,..+. _t.. �.s .» .w. \►►'. ..' �. ... � 'k� �� .'� 0.4 Lz s� a IR IGATION LUEND 5vmbol Item (� HUNTER ICC -4800M (Metal) Coord. Location with bo Land. Archt j Owner General Contractor (Electrical Service). P.O.C. (Point of Connection, see detail, including master valve) 6 MANUAL DRAIN VALVE (at mainline low point) O RAINBIRD 44LRC QUICK COUPLER VALVE LOCATE WITH P.O.C. GATE VALVE RAINBIRD PEB Auto Valve with PRS — VALVE NUMBER 0 XX GALLONS PER MINUTE (TYP.) -X/X" VALVE SIZE > L wow VARIABLE ARC NOZZLE RAINBIRD 15 EST (1806) PCS as required ; J < = ED RAINBIRD 15 Strip Series -15 CST (1806). PCS as required _ , , : ' _ - - - Cn RAINBIRD 15 Strip Series -15 SST (1806). PCS as required - �S f . �AIOMArRA•� HUNTER PGP #2 Nozzle -29' 0 30 psi ROTOR �, , - HUNTER PGP #2 Nozzle -29' 0 30 psi ROTOR - ` � ` �' I „> 0 RAINBIRD 15F 1806 IF - - 161� RAINBIRD 15TT 1806 e RAINBIRD 15H 1806 G RAINBIRD 15Q 1806 O RAINBIRD 12F 1806 0 RAINBIRD 12TQ 1806 't j 3 4 RAINBIRD 12TT 1806 / S82 ® ,` RAINBIRD 12H 1806 » ® - RAINBIRD 12T 1806 - 3/4 RAINBIRD 12Q 1806 — J It 1 F x 0 RA INBIRD 0 1806 e RAINBIRD 10H 1806 (9 RAINBIRD 10T 1806 1 �' ^ ti ( 3/4 1 (j� RAINBIRD 100 1806 / 4 / 4 » i /(J RAINBIRD 8F 1806 I-& RAINBIRD 8H 1806 C RAINBIRD 8Q 1806 , `�`- ?' : 4; 3/4 Schedule 40 PVC sleeve, 4” diameter''" f I /or Mainline: Schedule 40 PVC Lateral: Schedule 40 PVC 1 '� PIPE I A AY S D AGRAM TIC. MAINLINE .� �� `__ x x " ,-��• ' '' � '� `= - E LAYOUT LI E SHOWN OUTSIDE BEDS FOR GRAPHIC CLARITY. INSTALL MAINLINE AND VALVES WITHIN / ,, •.,•:.. PROPERTY LINE. 1=1 4 "• _� �. / 1 1 /4 / t1•,,. 2 ...1 3/4 A JOUCAL =1 ZONE) I= 40 /MPFAMAL OF IE711ODS 1 � " O NAM W8 APPFAMIL aua 11lIaN111® MsrALL uslt r- a'r�oM► _ C'� ' . ► �` t -' 3 4 4 3 / +11x1 W 1EAVtt SWUM AND/at i10001,11110 .• mums submt it NVIII1111mv. 3/ HMO AUAM AS FGUAW W►11011 BY 11010 Olt VM E1rICM VVIK 00 NOT OWRA MOTE A i'►-,` � , ;/ , 1 W 2/3 OR UM OF m 0 N LM MAY K 1 p FOR 11111111111111110111112 O>!ER REO 8001 QW) ,TM OF MAW KWJPMW A101OR 8100 E mio -r i /" / i � `', r MOM SUBA XT 10 61oM1�1s APPRIP&M . in � �i / \ ; >IC P11o1MI,•11OW 11EAlIMR's MAY 0E M110 r1111EA111r 61111~11T ALL AS SEP 2 8 7005 1�Mi �1N � � ��' x`00. � ; ? '.. • � / ' \ `\ , i 2A OR MOTE OF JOK C N FACE PROTE ,. 1 -1 /2 \ Q i LAVER. C-OV r1u .� �; �� - \ , nTijTTrW 1-1/4 L2, /6 1� 39/65� 42 NOT TO SCALE _ • ' - � - k-L 2 1/2n, _37�`iiiii 47 2" . +a... 2-1/2 / -�- 1 » 1 -1 /4 / Jill 0 ,3/4* —1/4 2 -1 /2" i .', - �� . R ~ 1 - 1 2 ` ~ 3 4 3/4 _ - K� G� 1-1 2" 3/4" : 3 4 14; 1 -1 4" _ -3/4 w ' MATCHLIN' 4 4 1 3 4 _ 4 / - 3/4 � � .�■� �■. .■■� � +Mrs � � SHEET L2.2 north 0 10 20 40 ECUAD SCALE: 1" 40' µO 3 1 216 parr aeM 0 . :r BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 SAYSHORE HWY X1300 BURUNGAME — CA — 94010 TEL (650) 692 -9911 FAX (650) 692 - 0181 ■ - ..,. -_.. _.._. ... ....... •. � .. ._ w .... ...., a...._. �•«.. b..r++.. r+•+ w: w. �+.. k5 ..+...1•�M�.� +.�.Y.i'���.�fYl�' ti�,c�•�d� >. � � . .... „�•pr ' .`, •'.r. J'�'. ^..'N "rgl'�'M� Z PLAN �1 TREE PROTECTION KEY MAP a■■.as Glenn Takagi Landscape Architect 1 8550 FWwI ds Way N. Suite 91 02 shoreline, WA 98133 (206) 542 -6100 FAX: (206) 546 -1128 erm i t Set 4.26.05 NO. f"SION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT Construction Set 7.29.05 LL D O Q p �.-- °C Q Z ' W W D W �a z O <00 p Q 00 M T- LAJ 00 F_ Z rn Z J 'Q J Z o CY N S W co Y to DATE JW NO. 4.26.05 uob # L 2. 0' SKIT OF - ..,. -_.. _.._. ... ....... •. � .. ._ w .... ...., a...._. �•«.. b..r++.. r+•+ w: w. �+.. k5 ..+...1•�M�.� +.�.Y.i'���.�fYl�' ti�,c�•�d� >. � � . .... „�•pr ' .`, •'.r. J'�'. ^..'N "rgl'�'M� Z PLAN �1 TREE PROTECTION KEY MAP Gl.A.�'.fli:l LEMD S vm bol I tem HUNTER ICC -4800M (Metal) Coord. Location with reviewed by Landscape Architect. maximum allowable drop is 5 psi Land. Archt./ Owner General Contractor (Electrical Service). bk;J P.O.C. (Point of Connection, see detail, including master valve) 6 MANUAL DRAIN VALVE (at mainline low point) C±) RAINBIRD 44LRC QUICK COUPLER VALVE (LOCATE WITH P.O.C.) GATE VALVE �X X RAINBIRD PEB Auto Valve with PRS —D VALVE NUMBER # GALLONS PER MINUTE (TYP-) 'X/X" VALVE SIZE VAN VARIABLE ARC NOZZLE A RAINBIRD 15 EST (1806) PCS as required CD RAINBIRD 15 Strip Series -15 CST (1806). PCS as required RAINBIRD 15 Strip Series -15 SST (1806). PCS as required from the Landscape Architect. The warranty shall include; filling an HUNTER PGP #2 Nozzle - 29' ® 30 psi ROTOR repairing settlement of soil in trenches and repairing any damage t HUNTER PGP #2 Nozzle -29' ® 30 psi ROTOR O RAINBIRD 15F 1806 0 RAINBIRD 15TT 1806 E) RAINBIRD 15H 1806 Cry RAINBIRD 15Q 1806 O RAINBIRD 12F 1806 0 RAINBIRD 12TQ 1806 ® RAINBIRD 12TT 1806 0 RAINBIRD 12H 1806 0 RAINBIRD 12T 1806 ® RAINBIRD 120 1806 Q RAINBIRD 1OF 1806 e RAINBIRD 10H 1806 O RAINBIRD 10T 1806 C# RAINBIRD 1 O 1806 Q RAINBIRD 8F 1806 _& RAINBIRD 8H 1806 (j� RAINBIRD 8Q 1806 = Schedule 40 PVC sleeve, 4" diameter Mainline: Schedule 40 PVC Lateral: Schedule 40 PVC l.�lLlJss.. . PIPE LAYOUT IS DIAGRAMATIC. MAINLINE SHOWN OUTSIDE BEDS FOR GRAPHIC CLARITY. INSTALL MAINLINE AND VALVES WITHIN PROPERTY LINE. IRRIGATION. SYSTEM NOTES * Coordinate work with other trades as required. Determine location of underground utilities and perforn work in a manner which will avoid possible damage. * Provide protection of all property, persons, work in progress, structures, utilities, walls, walks, curbs and paved surfaces from damages incurred arising from this work. Contractor shall pay for any such damage at no additional cost to the Owner. Unfinished and completed work shall be protected from damage by erosion or trespassing, and proper safeguards shall be protected from damage by erosion or trespassing, and proper safeguards shall be erected to protect the Public. * Staking and Layout: Verify installation conditions as satisfactory to receive work. Do not install any site elements until any unsatisfactory conditions are corrected. Immediately notify Landscape Architect in writing of any variance between plans and actual site. Landscape Architect has the right to adjust the location of elements. Beginning of work consitutes acceptance of conditions as satisfactory. Layout of valve boxes is especially critical for visual and maintenance needs. * Irrigation Plan is drawn for graphic clarity. Adjust pipe, valves and sprinkler heads according to field conditions and plant locations. Coordinate location of Valve Boxes with Owner. Install no more than two automatic valves per box. * Contractor shall verify all dimensions, quantities, available water pressure and volume, locations, sleeving and conditions prior to bidding and start of installation. During layout, consILIlt with Landscape Architect to verify proper placement and make recommendations where revisions are advisable. In coordination with King County Water District 125 (206) 242 -9547, we have assumed the following: Water pressure of 65 psi, 2" water meter along Tukwila International Blvd. with a 24" service line and a 1i " water meter along Military Road witha 2" service line. * System shall provide full coverage on all areas less shrub Interference. It is assumed that the Contractor will exercise professional judgement in location, height, and slope of sprinkler heads. System not to be operated during periods of hight wind. * Piping shown In parallel may be installed in common trench. * Mainline PVC pipe shall be Schedule 40, buried at a minimum 24" depth. Lateral PVC pipe shall be Schedule 40 and be buried at a min. 18 depth. Unless stated,min. pipe size is 3/4 . * All valve equipment shall be placed in valve boxes. * Sleeving shall be four inch diameter (4 ") Sch. 40 PVC. Extend sleeve 6 past the edge of concrete flatwork /walls. * Place sprinkler heads two inches (2 ") from edge of walks, and twelve (12) from walls. * At head —in— parking, set spray heads 12 in from curb. * Install a wireless Mini —Clik rain sensor. * Install 14 -1 direct burial wire continuous; run one hot wire to each valve and one common wire through each valve, provide one spare wire to each valve. Leave a 'loop' of wire at all mainline turns. * System is designed for winterization with compressed air. Do not use automatic drain valves. Install manual drain valves on Mainline in low points to facilitate drainage and repairs. Drains shall empty into gravel sumps (min. 3 cu.ft.) at a 45 degree ongle. bi I L It Lij ,.: ��Y .tea. : - +x k It ,4w = „armor I mo. - x ,r- _•, E-- O w er v o u i t .3/4 _ _ _ '. - Jr / " rM ` ~ 1-1/2 ti Lfi � � /�, t of 1 1 1 /2 � r I 1-1/4 1 � I if � 1 1—_. -- j 1-1/2" / Li f il l U x �� f + t' l f 1 1 � . IF EXISTING IRRIGATION 2 yi Y SYSTEM IS VIABLE, REPAIR � � 1-1/4 „ AND REUSE. CONNECT TO •_ _ f NEW MAINLINE AN CONTROLLER. J I '3/4 3 / �I JI / 0 I � * Prior to backfilling, the Mainline c • shall be subjected to a hydrost pressure test of 150 si To be valid all tests must be erforrned under the direction and supervision of authorized personnel and � ; A ,� f reviewed by Landscape Architect. maximum allowable drop is 5 psi 1 -1/4 a 30 minute test. Coordinate testing operations /procedure with Landscape Architect. * Before sprinkler system will be accepted, the Contractor shall perform a coverage test in the presence of the Landscape Architec Contractor is responsible to change, adjust nozzles to obtain a balanced system with full coverage and a minimum of overspray. * The system shall be warranted for all labor and materials fora period of one year from the date of substantial completion of the system as documented by a signed and dated copy of acceptance from the Landscape Architect. The warranty shall include; filling an repairing settlement of soil in trenches and repairing any damage t plantings caused by such. Bid shall also include one winterization a , activation /adjustment. 'Record Drawings: Prepare a complete, legible and accurate se of g as built' drawings as Installation proceeds. Note any utilities, drainage encountered. 'As bunk' drawings shall be submitted to Landscape Architect/Owner for review prior to final inspection and final payment. Contractor shall be responsible for reducing approved drawing to an 11" x 17" format, color code the station /lines and laminate in heavy plastic. Submittals to also include all instuction rs manuals and equipment 'catai'ogue cuts /product descriptions'. 1 -1/4" + f I ! f , ! MATCHLINE SHEET L2.3 l' r� 1 � v 'J SEP 2a zoos Tukr+� 1W 01.1 0 001, all •4 � 1\ ---------- - - - - KEY MAP 1 t L2.1 north 0 10 20 40C" OF TLACMA us31 M15 SCALE 1 go 400 "ff1R CENTEF 0 BLUNK DEM ATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY X1300 BURLINGAME — CA — 94010 ■ TEL (650) 692 -9911 FAX (650) 692 -0161 ■ , W • Glenn Takagi Landscape Archited 18550 FMands Way N. Suite #102 Shoreline, WA 98133 (206) 542 -6100 FAX: (206) 546 -1128 ermit Set 4.26.05 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT Construction Set 7.29.05 CL D 0 J Z Q Z w W (L M d (� Z Z Q 0 <00 0 U Cr T- 0) Z Z JQ Z ,: 04 w 00 Y �. U DATE im NO. 4.16.05 JV8 # SHEET 1 6� 0 MATCHLINE 1* . + M err ,r i.r r s ��i■i�r '� �� SHEET L 2.0 3 / 4 ! - Q 3/4" " 5vrnbol Item 1 f 3/4 HUNTER ICC -4800M Metal Coord. Location with bliiO Land. Archt./ Owner General Contractor (Electrical Service). P.O.C. (Point of Connection, see detail, including master valve)' MANUAL DRAIN VALVE (at mainline low point) 3/4" J ` 1/4 Go RAINBIRD 44LRC QUICK COUPLER VALVE LOCATE WITH P.O.C. - r'40 �.9 GATE VALVE . ' ' •• `,;� ... �""- •1 a ,,: -r". _ .. _ .- • plant locations. AIN IRD PE A l �, 1 IN f. ::y� "; ►- �C"'3/4 I� _ R B B Au to Valve with PRS- -D EXISTING 2" I RRIGATION METER ---� 1 �;' j r / � ` 3 4" �� 3/4" ' �' _..� VALVE NUMBER # XX GALLONS PER MINUTE '< <`= �" i - -: I' - 3 4 3/4 NEW POC (USE A SUPER JUMBO / �l' ' / ' VALVE SIZE „ ,r „ r i _ , r• -1..y ,p _. II ' ^I ( TYP `X/X" ) BOX (17 „ X 30) �� „ 3/ ._ _..,.. _ y _ �- -= -� `.�” Y s „ �• VAN VARIABLE ARC NOZZLE , :i.. "� r,,okv_... _ _. IJ v , ;� 0. h _ i �• ,� , ® RAINBIRD 15 EST (1806) , .. � � • , ... • ��._ _ __. __ __-•. - - -. _- _. __ . _ .. _ _.. -- - -• .. � PCS as required ! ; ' :� ,�'/ _. L!J y .. o RAINBIRD 15 Strip Series -15 CST (1806). PCS as required ., -1 1 -1 2 - RAINBIRD 15 Strip Series -15 SST (1806). PC,S as required co HUNTER PGP2 Nozzle -29' ®30 psi ROTOR �;' �;; //` 1 -1 2 -- - - - -- -- -- - -- _---- __- . �____ - - -_ -- ---- __ - ---__ 1 „ - --- HUNTER PGP 2 Nozzle -29 p si ROTOR ® 30 ,. M �! _._ _._ ��,�, ^ _ - 3 4 �, 1 -1 /2 --- ___ _._.. _ _ �_ _ P , , .;1 " 35 42 36 26 • I, ;J , •-- - �_ — 2 — --_ _._ 1 _1 /2" » (D RAINBIRD 15F 1806 �t;! *;. " " j r ' .; ' '� 77 ( l. r , =, r_tz _.' 1 - / 3 1 - 1 4 �, 1 - 1 /2 1 - 1 /2 _. �.., ;� 0 RAINBIRD 15TT 1806 i �; » \ � \ fly. _Y_ t �„ t, _ / �. e RAINBIRD 15H 1806 I 3 4 ;1 3 / ;.: ; ! , ± 3 4 \ \ c9- �, � :- / `I r __. -1 4, - O RAINBIRD 15Q 1806 ' �...' �: x �� '^ `• 33 K _�''' 4" ! �. W / O RAINBIRD 12F 1806 1" 1" � �F � + , , _ --.a 1 „ „` „ r � �'• � � ' `!/ '1 �_��3 4 » t j �''ll �E ;R� � i� ;�. �,:. / ' _� �tG•� t �t(•�E •� \\ t' ^ " • r �"�• ; �' " �� _ 1/ .' .� ♦\- �•'!'. 1 t ) j' `. _ 4 • Install a wireless Mini _ Clik ram sensor. Record .r--1 ♦_ • I P . I. fi RAINBIRD 12TQ 1806 � , /� �`:. , . �;. _ �; :W. ® RAINBIRD 12TT 1806 � f:` 3/4 �` ^ 31 32 i �; ,�:,F .� :�' ' * , -- �� r . ® RAINBIRD 12H 1806 �' ,' �` \��, ;; '� - - is - ��`.e -_ .�. �. ,� ~ _ _ 3/4 �--- 1 - _ / 30 29 , f ,, . '�`" 1 1 /2" 1 1 /2" _ t „ v� k _ _ _ " " -� ! If ® RAINBIRD 12T 1806 " �� , 3/4 r ,- - 3/4 3/ /4 ® RAINBIRD 120 1806 29 10 O RAINBIRD 10F 1 " 1 2 a_ I - ,! ,. I 806 1 �� n ;_� 4 r � .� 1" ' :.� .� �.a,E _ j _ P; r� a e RAINBIRD 1 O 1806 28 13 O RAINBIRD 10T 1806 1 `� \ \� " . x ,3/4" _-- rte'' i RAINBIRD 10Q 1806 1 7/4 l 2 • . _ . - . � 1---1 4 _......_._; C RAINBIRD 8F 1806 j \ 1 - 1/2 "43 /4 /4 � 3/ 4 �- RAINBIRD 8H 1806 �� \ " - -� - + f RAINBIRD 8Q 1806 f » - • < a I I / j t� _ " GATE VALVE w 3/ �.? ' . �: j ►: , +� z Schedule 40 PVC sleeve, 4 diameter ! 2 / » , ,o,2 . 3 4 _ • ! / 3/4 ' Mainline: Schedule 40 PVC /� ,� // - t Lateral: Schedule 40 PVC `� r '� /i �.• �'�. - f 3 . . 1' It ' ti ~ ''x;r.•r' -" ( 1 .3/4 PIPE LAYOUT IS DIAGRAMATIC. MAINLINE SHOWN OUTSIDE BEDS FOR GRAPHIC CLARITY. INSTALL MAINLINE AND VALVES WITHIN f ��'. \ �� ,�` CV xx PROPERTY LINE. r .�' r ,;?* // 1 _ 1 / 4 " _ N " ,� / It : - ;� - - -- - r -/ - . _ T- IRR IGA T I ON _ -. - , -- --;,- 0� SYSTEM OTES �� �. • r_ t>`.. Coordinate work with other trades as required. Determine location 20 -� of underground utilities and erforn work in a manner which will avoid ossible -1 /4 „ / • 9 P 25 40 ;�� ll ; t /4 �� /4 p damage. •- - " / 3/ �': } ► * 1 1 /2 4 p rl , f Provide protection of all property persons work in progress ! 3 4„ 1 # 3/4 ; structures, utilities, walls, walks, curbs and paved surfaces from 1" "/ 1" , _= r. �` ; damages incurred arising from this work. Contractor shall pay for any `� ` -- 1 /4 " 3/4 3 4 ' r l V ' \ wane. • • y � . '� !, + ' � such damage at no additional cost to the Owner. Unfinished and' _ _ - _ _ _ - - _ ! - _ C work shall be protected from damage by erosion or � 1 -1 2 // » » 3 4" _ _ 1 -1 �'� _ - - - '= =-- =-• __ _ �" _ - . _ -__ _ __ trespassing, and proper safeguards shall be protected from damage b - 3/4 -- -- 1 t erosion or trespassing, and proper safeguards shall be erected to f 2 /// - 1 / „ protect the Public. // ~-- _ _� _ ; _ a 3/4 1 -1 /4 yo GATE VALVE Stakin g and Layout: Verif y installation conditions as satisfactory to receive work. Do not install any site elements until any unsatisfactory conditions are corrected. Immediately notify Landscape Architect in , � writing of any variance between plans and actual site. Landscape y �3/4 Architect has the right to adjust the location of elements. Beginning �c>; `'^ u f I� of work consitutes acceptance of conditions as satisfactory. Layout of ,'' :;. ' :r » ,,�� 22 27 ' ' r 1 1/2" " valve boxes is especially critical for visual and maintenance needs. 3 / 4 „ - ' y,• +i• » -,. 1 - 2 _ i'� _-=---- - --- -- = 3 Irrigation Plan is drawn for graphic clarity. Adjust pipe, valves and i =. - / „ �, rr, I 4 » 1. �f �y - _ _ _ _ _ - _ _ - - _ � " - sprinkler heads according to field conditions and P 3/4 �• ' x '/ -� I' /4 3/4 „ ? „ 1-=1 2" _ _ 3 ""I 3/4" �' _ FOIR Y. Coordinate location of Valve Boxes with Owner. Install no more than _ /4 �- µ / I �•,.:2 r tom ! t 1-1/4 „ t wo automatic valves per box. _ -. PAW— r1 .- ._... - r � r T j„ V 4� '• .1 ` � ur. r r•. t t • „ � � • f Contractor shall verify all dimensions, q uantities, available water °` . L` f Y 1 ' ` -: , ► 1 ' t Jj pressure and volume, locations, sleeving and conditions prior to bidding 3/4 3/4 3/4 -1 / 1-1/4 -• r Za ��� { 3/ and start of installation. During layout, consult with Landscape , te t ._. J 0 �` •; t. y, t •' 1 ..• r. Architect to verify proper placement and make re;. ommendations where revisions are advisable. In coordination with King County Water District 1 ' r , � r 125 (206) 242 - 9547 , we have assumed the following: Water pressure 21 9 Tukwila International Blvd. with a 2 � Prior to backfilling, the Mainline shall be subjected to a hydrostatic of 65 psi, 2" water meter along " * /`� 1" f• ��� ,' �� service line and a 1" water meter along Military Road witha 2" service pressure test of 150 psi. To be valid, all tests must be performed f line. under the direction and supervision of authorized personnel and 1" 20 46 '' 4" * System shall provide full coverage on all areas less shrub reviewed by Landscape Architect. maximum allowable drop is 5 psi in 1 -1/2" !; interference. It is assumed that the Contractor will exercise a 30 minute test. Coordinate testing operations /procedure with 2 » " " professional judgement in location, height, and slope of sprinkier Landscape Architect. 3/4 heads. System not to be operated during periods of hight wind. * Before sprinkler system will be accepted, the Contractor shall r' * Piping shown in parallel may be installed in common trench. perform a coverage test in the presence of the Landscape Architect. * Mainline PVC pipe shall be Schedule 40, buried at a minimum 24" Contractor is responsible to change, adjust nozzles to obtain a x� depth. Lateral PVC pipe shall be Schedule 40 and be buried at a min. balanced system with full coverage and a minimum of overspray. 18 depth. Unless stated,min. pipe size is 3/4 . * The system shall be warranted for all labor and materials fora , • All valve equipment shall be placed in valve boxes. period of one year from the date of substantial completion of the - -- ---~ - - - - -- - _ • Sleeving shall be four inch diameter (4 ") Sch. 40 PVC. Extend system as documented by a signed and dated copy of acceptance ._ `ti_' '� "f _ _ ; . - 1 --•----- ---- -- �____ ______ sleeve 6" past the edge of concrete flatwork /walls. rep airing from the Landscape Architect. The warranty shall include; filling and 1--1 2 settlement of soil in trenches and repairing damage to ► - a - �' ` Place sprinkler heads two inches (2 » ) from edge of walks, and P g g an y _. caused b such. Bid shall also include one winterization and 1 ! ! twelve (12 from walls. plantings y ` t I activation /adjustment. At head -in- parking, set spray heads 12" in from curb. 0 Rd Pr � ore a coin p lete, be an accurate ld t �/ • � a of Tun • _ ! _ RECIM '` of 14 -1 direct burial wire continuous; run one hot wire to each of as built drawings os Installation proceeds. Note any utilities, �� / _ _ valve and one common wire through each valve, provide one spare drainage encountered. As bunt drawings shall be submitted to 3 12 ' Landscape Architect /Owner for review prior to final inspection and L ftff of wire to eoch valve. Leave a loop of wire at all mainline turns. System is designed for winterization with compressed air. Do not final payment. Contractor shall be responsible for reducing approved use automatic drain valves. Install manual drain valves on Mainline in drawing to an 11 x 17 format, color code the station/lines and low points to facilitate drainage and repairs. Drains shall empty into laminate in heavy plastic. Submittals to also include all inspuction gravel sumps (min. 3 cu.ft.) at a 45 degree angle. manuals and equipment 'catalogue cuts /product descriptions'. r i car Lr i o ,o zo ro SCALE: 1 R 01O' P BL.UNK DEMATTEI ASSOCIATES ARCHITECTS AI A 1555 BAYSHORE HWY #300 BURUNGAME — CA — 94010 TEL (650) 692-0911 F AX (650) 692 -0181 \ (gC 111 a I Glenn Takagi Landscape Architect 18550 FMwWs Way N. Suite 6102 Shoreiine, WA 98133 (206) 542 -6100 FAX: (206) 546 -1128 I Permit Set 4.26.05 1 Client Revisions 8.9.05 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT Construction Set 7.29.05 D 0 CK 0 J Q o Q Z W w -:3J I M Q Cif Z Z Q O ' a0 O (� Z 00 (X I F- ao F_ Z 0) Z�� < J o W o Y o to F- DATE J08 NO. 4. Z6.05 JU8 # L 242 SI UT OF • - _.. . ,._ -.►.. . , ...... .. . -.. ... ... �..-. •�� w. ..n•— .•��.. _......... .....:�.....•.�•�w. �.�i' . , t 'I. ....•..• �•. ' wd �... • �wk••�fY A'w•'.•� w •.�M� +Y ....w [• . -. *•. � r•� •7,.1►.�...r .:.��,�,. ... •r- _ 6 I 'I 3 �9� db 0 MRIGATION EXISTING 1-1 METER IRRIGATION METER T —T, available 1/2 LEGEND NEW POC (U E vAULT No. 25 d • bol 0 1 " tgln 2 at Utilit Vault Co.) .0� r �.. - to el HUNTER ICC-4800M (Metal) Coord. Location with 3/4 Land. Archt./ Owner/ General Contractor (Electrical Service). ��-33 49 1-1/2 /4 .0- P.O.C. (Point of Connection, see detail, including master valve) 6 MANUAL DRAIN VALVE (at mainline low point) woo ) 01k) RAINBIRD 44LRC QUICK COUPLER VALVE (LOCATE WTH P .O.C. 62 }'. `._.��__ •+� ' 'j GATE VALVE 3/4 /4* 3 4 a .... '�`,/_.�� ; ; '� RAINBIRD PEB Auto Valve with PRS—D %10 VALVE NUMBER # 2 32 GALLONS PER MIN VALVE SIZE /2 -1" (TYP.) ' o: '.1 + VAN VARIABLE ARC NOZZLE 3 /4o A RAINBIRD 15 EST (1806) PICS as re 3 1-1/2 M RAINBIRD 15 Strip Series /4" 27 % f " —15 CST (1806). PCS as re 1 ".0 ' - 3/4 /4 / -,, \ I -11 /P2 HUNTER PGP #2 Nozzle-29' ® 30 psi ROTOR RAINBIRD 15 Strip Series-15 SST (1806). PCS as re "-Y- � ,, I I _ _ AIM /4 HUNTER PGP #2 Nozzle-29' ® 30 psi ROTOR 4 27 E) RAINBIRD 15F 1806 A -1/20 A RAINBIRD 15TT 1806 A 7 4 E) RAINBIRD 15H 1806 ; � � •, . : �':• (D RAINBIRD 15Q 1806 '��' '' @ RAINBIRD 12F 1806 -\-1 —1 /4" ® RAINBIRD 12TQ 1806 ,,�'` � , �' ' , � ..... � ,.. � ��� • �; ,. � -� 0 RAINBIRD 12TT 1806 @ RAINBIRD 12H 1806 3 4 1-1/2 RAINBIRD 12T 1806 RAINBIRD 12Q 1806 18 22 0 RAINBIRD 1OF 1806 El — '\,l -1 /2� 4 ) / . A. ft ;v le RAINBIRD 10H 1806 (!I11 RAINBIRD 10T 1806 (� RAINBIRD 10Q 1806 I i � 0 RAINBIRD 8F 1806 FAN Y . _& RAINBIRD 8H 1806 Q RAINBIRD 8Q 1806 1 1 1 ,; rr h- :1. ,� / r -='` 4 t Schedule 40 PVC sleeve, 4" diameter Mainline: Schedule 40 PVC ' ' `+ V7 r ` ° ' ~`` '` `' l Lateral: Schedule 40 PVC \3/4* W" PIPE LAYOUT IS DIAGRAMATIC. MAINLINE SHOWN OUTSIDE BEDS r . FOR GRAPHIC CLARITY. INSTALL MAINLINE AND VALVES WITHIN 3/4 PROPERTY LINE. P o6 4 3/4 4 IV 3/4 T ----------- I I — 1 1/2 In t' 1-1 /2" 1-1/4 1 1W Ole f xx f �; mod/ 3 f OR oo noomocn SEP 2 8 ZW5 pity of T&WO 6jVjLj)jjqr rN.Rim" / 4 » N 00 --------------- T _ _ _ _ f- N _POV KEY MAP ?WMl VftA cm OF TUK SHEET L�S .�������-���-: rth AU6 3 1 2065 O 10 20 4 8MIT C&MI; SCALE: 1 " 40" SLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 SAYSHORE HWY #300 BURLINGAME — CA — 9401 TEL (650) 692-9911 FAX (650) 692-0181 ■ Glenn Takagi Landscape Architect 1 8550 Fidands Way N. Suite 0102 Shoreline, WA 98133 (206) 542-6100 FAX: (206) 546-1128 A CIient Re-visions 8.9.05 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT Construction Set 7.29.05 CL D 0 .j z z j L W �.. M _j Z z < 44T. 00 0 0 Z 00 Cr .-- 00 z < Z < < z LLJ C44 Go Y �! U DATE JOB NO. 4.26-05 jUb L 243 %UT OF 3/4" if 1 .4 3/4" r t � LLJ + f _111 I Li.) —1 /2" II bi 4 ff 1 1W Ole f xx f �; mod/ 3 f OR oo noomocn SEP 2 8 ZW5 pity of T&WO 6jVjLj)jjqr rN.Rim" / 4 » N 00 --------------- T _ _ _ _ f- N _POV KEY MAP ?WMl VftA cm OF TUK SHEET L�S .�������-���-: rth AU6 3 1 2065 O 10 20 4 8MIT C&MI; SCALE: 1 " 40" SLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 SAYSHORE HWY #300 BURLINGAME — CA — 9401 TEL (650) 692-9911 FAX (650) 692-0181 ■ Glenn Takagi Landscape Architect 1 8550 Fidands Way N. Suite 0102 Shoreline, WA 98133 (206) 542-6100 FAX: (206) 546-1128 A CIient Re-visions 8.9.05 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT Construction Set 7.29.05 CL D 0 .j z z j L W �.. M _j Z z < 44T. 00 0 0 Z 00 Cr .-- 00 z < Z < < z LLJ C44 Go Y �! U DATE JOB NO. 4.26-05 jUb L 243 %UT OF 9� 0 "MIN CLEAN, COMPACTED NATIVE BACKFILL MATERIAL DETECT -A -TAPE (BLUE) BACKFILL MATERIAL SAND (OR APPRO� BACKFILL MATERIAL PVC MAIN LINE BUNDLE CONTROLLER OPPOSITE UNDER p �MAIN U do SWING �NTS (MEN LATERAL 8 MAIN SHARE TRENCH) no 012T 1AM 13 INQ1 ,EQ VARES TO MAIN UK MATCHLINE SHEET L2.2 4 3 �I • • r ` '�.,Y "Q / 3/4" S r mill m m "Wommumonsmi ..� .���� � � ���� � .N•. tea• _ It • '!r " FINISH AM •. ,,,., .. 1-1/4 " + r _ _ 4 ,. PVC TRIPLE ' ' ' -' 1 -1 /2 it = � • WING JOINT do / HEAD i � : ,. 3 4" / ' ' 2 ' / BACKFILL ;.wry r++ ! " AROUND - JOINT do I HEAD W/ r . t SAND 2» 19 56 MAINLINE 0 NOT TO SCALE CLEAN, COMPACTED NATIVE BACKFILL MATERIAL DETECT -A -TAPE (BLUE) BACKFILL MATERIAL SAND (OR APPRO� BACKFILL MATERIAL PVC MAIN LINE BUNDLE CONTROLLER OPPOSITE UNDER p �MAIN U do SWING �NTS (MEN LATERAL 8 MAIN SHARE TRENCH) no 012T 1AM 13 INQ1 ,EQ VARES TO MAIN UK MATCHLINE SHEET L2.2 4 3 �I • • r ` '�.,Y "Q / 3/4" S r mill m m "Wommumonsmi ..� .���� � � ���� � .N•. tea• _ It • '!r " FINISH AM •. ,,,., .. 1-1/4 " + r _ _ 4 ,. PVC TRIPLE ' ' ' -' 1 -1 /2 ' � • WING JOINT do / HEAD i � : ,. 3 4" / ' ' 2 ' / BACKFILL - r++ ! " AROUND - JOINT do I HEAD W/ r . t SAND 2» 19 56 LATERAL • L 2 � OVER EXCAVATE UNSUITABLE (: 2b LATERAL LINE "' "'�''" NOT TO SCALE « m • NT �y yi O NATIVE z BACKFILL MATERIAL 040 5/8*MINUS CRUSHED -•« B PVC SLEEVE WITH MAIN OR bIUMS. LATERAL 1. SLEEVE SIZE AS LINES SHOEN ON PLANS OR 2. S1 VES CONTROLLER REQUIRED UNDER WIRES ALL PAVED AREAS 3 SLEEVE TRENCHING- NOT TO SCALE -� : �• -: Z v BED AREAS NOT TO SCALE 10' (MIN) VALVE BOX W/ LOCKING LID. EXTENSIONS i AS REWIRED. I COPPER SR SWEAT TO THREADED ADAPTER FROM DOUBLE CHECK VALVE ASSEMBLY BACKFLOW PREVENTION DEVICE 1-1/2"" FEBCO 850 PIP COCKS TO BE UPRIGHT AND EASILY ACCESSIBLE ( ORIENTATION APPROVED BY EN GINEER) BRASS NIPPLES � do UNIONS 3/4' pR�ll' 9 VALVES MASTER VALVE GATE VALVE (LOCATE IN BOX IF T -25 USED) POINT OF CONNECTION: VALVE BOX W/ LOCKING LID. EXTENSIONS AS REQUIRED. SEE PLAN NOTES. 3 "OF < 1`1 /2''WASHED ROCK OVER GEOTEXTILE FABRIC BRASS QUICK COUPLER VALVE (LOCATE IN BOX IF T -25 USED) 10" (MIN) VALVE BOX W/ LOCKING LID. EXTENSIONS AS REQUIRED. 1' -6 "LONG 1 "9 SCH 80 PVC BRASSY I PVC ADAPTER AINLINF DOUBLE CHECK VALVE /BACKFLOW PREVENTER NOT TO SCALE PRESSURE REDUCER w jSTRAINER IF REQUIRED (LOCATE DOWNSTREAM FROM BACKFLOW PREVENTION DEVICE) NOT TO SCALE C" OF � AU6 3 1 205 peWIT Cq(TEP SLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURLINGAME - CA - 94010 TEL (650) 692 -9911 FAX (650) 692 -0181 ■ f pow Glenn Takagi Landscape Architect 18550 Firlelnds VVey N. Sure X102 Snorek e, WA 98133 (206) 542.6100 .FAX: (206) 546 -1128 e rmit S 4. NO. IZEM" GATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT Construction Set 7.29.05 D 0 V Z Q n F Z Lj w � LL m Cif J Q Z Q O <00 Q U Z 00 .-- � ao z < Z Jd Z p LL N W 00 DATE JOB NO. 4.16.05 Jvb# 04 SHEET OF I "m+ NOTE: ADD PRESSURE REDUCING VALVE I FINISH GRADE IF REQUIRED. r 1 ; tl 1 3/4" -- � 1-1/2 --- 'r c__. • y � I 4 MI ! C *+ MI 1 11 1/4" ! REVIEWED FOR 1/4 0 GALV THREADED U -BOLT W/ NUTS do WASHERS (TYP) 3/4" 2 8 20M " t , , FINISH GRADE 3 4 /4 m of Tukwila 3/4 a.11LI 1 3/4 1 t " I I LCD 10 (MIN) VALVE Box W/ ;� I I 3/4 W . LOCKING LID SEE SPECS) ( ! - •I • 18 45 I I Z N I II BRASS QUICK COUPLER — __ r ~' VALVE (SEE SPECS) _ — U L j /4 T bill �4 3 "OF : !�j -1 /2 "WASHED 3/4 � . r n , ROCK OVER GE07 EXMLE 2" , �, = = s .� a _ _� - _ _ = "� -1 / _ " _ ! 3/4 -1/4 " - ABRIC �L?.L ! f '--6 0 LONG 1 " • SCH 60 NCH 40 GALVANIZED TRIPLE SVNNG JOINT --- -- __ ASSEMBLY `--- -•- .---.. --_ .-._ __.._ ____ _._- -• -- __ -_ -. _._ __. � _ ___ ._ - - -n orth 0 16 20 40 SCALE: 1 .: . _ _. .-- -•-- __ ---_ __ — •_...___ _... __ - -- - - 20 , 1 r)y 1 140 GALV THREADED U —BOLT W/ % . /� . /� . /� . // - NUTS do WASHERS (TYP) \ PLASTIC MOLDED VALVE BOX w/ LID SIZED TO PROVIDE 6%M ' BETWEEN L NKM AM INSIDE FACE OF y � v GAGS 80X a Lj O OOPPER ASS GROUT 04NN M (TYP) STRAINER W COPPER DRAIN VAN SWEAT TO REDUCING VALVE ADAPTER A SSEMB L Y w/ UNION (SEE SPECS) _ 1 "PVC WEEP HOLE SLOT DRAIN (TYP ZI A a COMPACTED 01/Z WASHED ROCK BASE (OR 6"DRAIN ROCK FOR OPEN BOTTOM VALVE BOX t � INSTALLATIONS ) 1/3 CU YD OF DRAIN ROCK At BOTH ENDS OF VAULT UNDER WEEP HOLE /SLOT ASPHALT, CONCRETE OR MASONRY 6 "MIN IRR Svmbol [r cJ Item HUNTER ICC- -4800M Metal) Coord. Location with Glenn Takagi Land. Archt./ Owner General Contractor (Electrical Service). b&0 P.O.C. (Point of Connection, see detail, including master valve) 6 MANUAL DRAIN VALVE (at mainline low point) et, RAINBIRD 44LRC QUICK COUPLER VALVE (LOCATE WITH P .O.C.) bra 0 GATE VALVE ASPHALT. RAINBIRD PEB Auto Valve with PRS --D VALVE NUMBER # - — (TYP.) �C - X!X" GALLONS PER MINUTE VALVE SIZE CONCRETE, VAN VARIABLE ARC NOZZLE ® RAINBIRD 15 EST (1806) PCS as required o RAINBIRD 15 Strip Series -15 CST (1806). PCS as required OR RAINBIRD 15 Strip Series -15 SST (1806). PCS as required Construction Set HUNTER PGP # Nozzle -29' 0 30 psi ROTOR CRUSHED HUNTER PGP #2 Nozzle -29' 0 30 psi ROTOR O RAINBIRD 15F 1806 Q) RAINBIRD 15TT 1806 O RAINBIRD 15H 1806 G RAINBIRD 15Q 1806 O RAINBIRD 12F 1806 a RAINBIRD 12TO 1806 ® RAINBIRD 12TT 1806 ® RAINBIRD 12H 1806 ® RAINBIRD 12T 1806 ® RAINBIRD 12Q 1806 0 RAINBIRD 1 O 1806 e RAINBIRD 1 O 1806 O RAINBIRD 1 O 1806 Q RAINBIRD 1 O 1806 O RAINBIRD 8F 1806 $ RAINBIRD 8H 1806 Cj� RAINBIRD 8Q 1806 , Q Y Q j=2 Schedule 40 PVC sleeve, 4" diameter J Z p Mainline: Schedule 40 PVC N W Go Y Lateral: Schedule 40 PVC U D PIPE LAYOUT IS DIAGRAMATIC. MAINLINE SHOWN OUTSIDE BEDS FOR GRAPHIC CLARITY. INSTALL MAINLINE AND VALVES IMTHIN PROPERTY LINE. LATERAL LINE (SCH. 40 PVC) POP —UP SPRAY HEAD SHRUB BED ARi.AS / AT EDGE OF PAVEMENT NOT TO SCALE • 1 SCH 40 PVC f BRA 5 e 3 di 0 `U` SHAPED CUT —OUT IN VALVE BO THAT ALLOWS 2 "CL.EARANCE FROM TOP OF PIPE TO TOP OF 'U' r.'N � A ,( BRASS STOP VALVE FOR isaAnaN (sue SPECS) PVC ADAPTER CONTROL MARES (BUNDLED UNDER MAINLINE; PER SPECS) TOMATIC CONTR( NOT TO SCALE FINISH GRADE JUMBO VALVE BOX W/ LOCKING UD (SEE SPEC) EXTENSION (AS REQ'D) WA (TYPV)NRE BRASS SCH 40 PVC PVC ADAPTER Ilia LATERAL CUT NOTCHES IN PDX FOR PIPE AS REQ D AT EA1 EW UNION (2 PLACES) AUTOMATIC CONTR VALVE ( SEE SPECS PEA GRAVEL OVER GEOTEXTILE FABRIC . -- ,, •..MATCHLINE ... �. OW ... ... ... ... ... ... ... , a.: ... ..� ..� ... .iiiiiiiii W ... ... rl - II� SH EET L2.3 A 11 � L/ i, lei t /' , �•,\ ... ' , / ' N , " 3/4" ` 13/4 10 15 i I 1 - GATE VALVE 1 1 r I ` I t � • � I J � � ' r > IF EXISTING IRRIGATION -' �t • f ' SYSTEM IS VIABLE, REPAIR 0 T 1 -1/4 ( � » AND REUSE. CONNECT ��' 3/4 ,w s ` �� �r 1-11 1 NEW MAINLINE AND ! 1-1/4 r , ,.. ' r ► ( a s I N f CONTROLLER. —1/4 I ! 1-1/4 r i r--- , /2 _ 1 I -_. y ._ 1-1/2 0141 J • s> I; } 7 43 ' �. I I _-- — -- -- — -- t _ -- I I /2 it 1 1/2 �.._._ " .16 42 11 -_ __ ___ �_. _ . __ -- - - -- 2~ L.Lj X3/4 1 -1/2" ) 3/4 N 3/4" 4" 3 " " - - .. - - = - - A / 3/4 I I I 1 3/4 3/4 I I ~� l 1 �� ;� -s x, .� r�_ =� I1 _ " _. — _ / 3/4 3 4 f ze • ��� ,` _'� i \ 1 •'�<:�- -"'L� , 3 4 t \� » �af h'� ., ICJ .` _ PQ :�- `.:,.,..� _x "11 - , �1' 1 �� ,• r '/` , ✓L , tom- --- - --- - -_. .... _ t .,Y _ ' \ •. ,...•,.— ...;.. = CT �.r t r t •- I 3/4 1 -1 /2" 1-1/ 4 1 3 4 — 1 1 /4" : ; ; , " -� ~ ~ ,1 �.S 1 / r `I 3 4 " N 1 -1 /4 " 3/4 o r / 1 ' _ - + / 3/4 1 1 _ 1 /4'0 1 -1 2 N - _ 15 39 14 40 �• 1 _ � /2 N / '"� 12 40 11( 13 _28 -1/2" com SEP 28 �. Of Tu wAa mI TMr nTV' V GRADE _ _ •_. A N VALVE BOX W/ LOCKING LID (SEE �. 1 SPECS) f r • EXTENSIONS (AS ' ~- . 3/4 MANUAL DRAIN �1 } VALVE W LONG KEY / SCH 40 PVC MAIN FOR OPERATION SEE SPECS) OPERATION ( SEE � �a rc ,,�' , :,._•�, d SCH 80 PVC ELL OU TFALL PIPE TO DRAINAGE STRUCTURE OR OR TEE W/ ,. '`� � �� 1 • ' .r - , h WATER COURSE REDUCER cv *PVC BRA BRASS *PVC - - - -- - - - -- - - - - - - ` -:: -_ •� (4) SCH _ 3/4 PVC ELLS W/ L PVC NIPPLES IN AINLINE y BETWEEN - 1 /2"CU YD OF <11-1 4 "PVC - WASHED ROCK OVER SCH 80 3 / GEOTEXTILE FABRIC STREET ELL W/ 3 6 POF . 5,-1 --1 /2' WASHED s "LENGTH OF PVC ROCK OVER GEOTEXTILE KEY MAP PIPE W/ HOLES FABRIC DRILLED FOR DRAIN AINVALVE U"E 9 T V ALVE RECENED NOT TO SCALE 1 NOT TO SCALE n orth T CM of XV&P INSTALL AT LOWEST POINT IN SYSTEM 0 10 20 & 3 1 2015 c WMFI SCALE: I " 40' BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY X1300 BURLINGAME — CA — 94010 TEL (650) 692 -9911 FAX (650) 692 -0181 ■ Glenn Takagi PLASTIC SPRAY NOZZLE (SEE 18550 Fkbnds Way N. Suite #102 Shoreline, WA 98133 IRRIGATION PLAN) FAX: (208) 546 -1128 6 "MAX • � .� ~ / — ULCH 1 1 2 2 ASPHALT. 1 /2 ~ " AT SHRUB SPRAY CONCRETE, NO. FINISH GRADE MASONRY a > DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR BE REPORTED TO THE ARCHITECT Construction Set 7.29.05 CRUSHED D ROCK POP UP SHRUB SPRAY HEAD 1806 SERIES SURFACE b j, z Q o CLASS 315 PVC PREFABRICATED Z w TRIPLE SWING JOINT ASSEMBLY It C0 .Q ch Z (OR APPROVED ALTERNATE FLEX Q 0 00 _I < U z 00 ASSEMBLY) (SEE SPECS) LATERAL LINE (SCH. 40 PVC) POP —UP SPRAY HEAD SHRUB BED ARi.AS / AT EDGE OF PAVEMENT NOT TO SCALE • 1 SCH 40 PVC f BRA 5 e 3 di 0 `U` SHAPED CUT —OUT IN VALVE BO THAT ALLOWS 2 "CL.EARANCE FROM TOP OF PIPE TO TOP OF 'U' r.'N � A ,( BRASS STOP VALVE FOR isaAnaN (sue SPECS) PVC ADAPTER CONTROL MARES (BUNDLED UNDER MAINLINE; PER SPECS) TOMATIC CONTR( NOT TO SCALE FINISH GRADE JUMBO VALVE BOX W/ LOCKING UD (SEE SPEC) EXTENSION (AS REQ'D) WA (TYPV)NRE BRASS SCH 40 PVC PVC ADAPTER Ilia LATERAL CUT NOTCHES IN PDX FOR PIPE AS REQ D AT EA1 EW UNION (2 PLACES) AUTOMATIC CONTR VALVE ( SEE SPECS PEA GRAVEL OVER GEOTEXTILE FABRIC . -- ,, •..MATCHLINE ... �. OW ... ... ... ... ... ... ... , a.: ... ..� ..� ... .iiiiiiiii W ... ... rl - II� SH EET L2.3 A 11 � L/ i, lei t /' , �•,\ ... ' , / ' N , " 3/4" ` 13/4 10 15 i I 1 - GATE VALVE 1 1 r I ` I t � • � I J � � ' r > IF EXISTING IRRIGATION -' �t • f ' SYSTEM IS VIABLE, REPAIR 0 T 1 -1/4 ( � » AND REUSE. CONNECT ��' 3/4 ,w s ` �� �r 1-11 1 NEW MAINLINE AND ! 1-1/4 r , ,.. ' r ► ( a s I N f CONTROLLER. —1/4 I ! 1-1/4 r i r--- , /2 _ 1 I -_. y ._ 1-1/2 0141 J • s> I; } 7 43 ' �. 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'`� � �� 1 • ' .r - , h WATER COURSE REDUCER cv *PVC BRA BRASS *PVC - - - -- - - - -- - - - - - - ` -:: -_ •� (4) SCH _ 3/4 PVC ELLS W/ L PVC NIPPLES IN AINLINE y BETWEEN - 1 /2"CU YD OF <11-1 4 "PVC - WASHED ROCK OVER SCH 80 3 / GEOTEXTILE FABRIC STREET ELL W/ 3 6 POF . 5,-1 --1 /2' WASHED s "LENGTH OF PVC ROCK OVER GEOTEXTILE KEY MAP PIPE W/ HOLES FABRIC DRILLED FOR DRAIN AINVALVE U"E 9 T V ALVE RECENED NOT TO SCALE 1 NOT TO SCALE n orth T CM of XV&P INSTALL AT LOWEST POINT IN SYSTEM 0 10 20 & 3 1 2015 c WMFI SCALE: I " 40' BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY X1300 BURLINGAME — CA — 94010 TEL (650) 692 -9911 FAX (650) 692 -0181 ■ ... - -- - _ .... ..... _ -, s •y. --.... -•►v +s .... __ .. ..+ �. w.• ... ._ .-... _.�► w. r�.. rb—_ •r- J...i.- ...r•..rr.+�►i.>Fi�:. i.1..S'�..�'r"�, 1�,. �.L/ �.' dy.,��'r,,,F• �► .r �. ,�.. . .. ,. e.. .�.. Glenn Takagi Landscape Architect 18550 Fkbnds Way N. Suite #102 Shoreline, WA 98133 (206) 542 -6100 FAX: (208) 546 -1128 ermit Se 4.26.05 NO. R"SION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT Construction Set 7.29.05 C D O z Q o Z w It C0 .Q ch Z z Q 0 00 0 < U z 00 --.- o oo �-- z Z J Q V Q Y Q j=2 ,_.. J Z p N W Go Y U D DATE JOB NO. 4.26.05 %)u8# L 20 SHEET OF ... - -- - _ .... ..... _ -, s •y. --.... -•►v +s .... __ .. ..+ �. w.• ... ._ .-... _.�► w. r�.. rb—_ •r- J...i.- ...r•..rr.+�►i.>Fi�:. i.1..S'�..�'r"�, 1�,. �.L/ �.' dy.,��'r,,,F• �► .r �. ,�.. . .. ,. e.. .�.. i� 1 7 i i 1 I t I I j � i I ( I 4 1 1 I a v J L 0 O v 1 I • i u • • �s L = � I I . I L _ tr- to „ i .t ( 1 I I I I f 1 ■ ■ r. ,.�r.rras,�w• ta•tr 1 .� — asa I, as � , r • : ►1 u u 11111; aq •rte - -- -- -: w /I All - • w' • • . 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I L_ J L J L- J SEE CIVIL J W M OTOR - S CIVIL CNP • ROLL -w DOORS) G i N 6' CANOPY I I I I CANOPY _ _ (W CANOPY f , I I I I 6' Z1' -0 ' b' i i i € 6 21'-ON 6 ' s I I I I I o M� o o r i O o NEK OiL Q o 0 0 0 0 o o 0 { ° Q o L---J L - - -J o o o ;-'� ,=� �__ _� 0 0 0 0 0 0 0 0 X x x x N SPIJ (OFG1) r Gm WALL (N) 6 DiA. �'`� �� ; � Yv6TE OIL x * } SEE (JOG &AL) o o (OFGI) TV 0 0 x gCOPE OF WORK x x I SCOPE OF WOW H BUILDING SCOPE OF WORK o o ° G EXTENSM FOR I FLLWS ROOM "A K&L 4 pooh IN ' 1'-4' MAW OLDb - � 4--4- Sm PLAN 'F PR 3' -0' 6AT5 i - ' frYP OF 2) 4 Ir 9w cryr 1 i :i I I it II I OF 5) N ASPHALT RAW I I o I ) ,W COOK'- P AD 0 0 J L o � � T -0' 6rA►?'E'S 7RA6M r. m GFV rw.LS a CKW LIMc 0SLm Group C Exterior Mletd (Double) t_ D60D -626 ( Mlo bw 9rode) !singes 3 pair- Starder f1 79. 4 1/2' US26 oai bemif+g Ckmw. LCN 4210 1�are,d Oush batt Nm F6358 Pw,*o Saw 1 ' -Ol2 PC . ,-i, ----� Cfrr " T r/ 2 . F-E:i; 'T Ct:NTER (E) -- E)OSTING DIM TO DIM TO (N) — NEW F-0-S. CENTER DIM T O ON - DOHA F.D.RN_ ! Al.`GN (E) WALL wr WED AL A ai I A& AL �_ .rs. .. �.�,+_ + _-+s ��..• _ +�. -�.� ..- ..- ._ -�.--� �'' _.af • '�^...+.� _. _ ._- ..�. .n..�,,.n..�. �,,. _.�. ... _.. � ,.� .....� -. _ ..... .�.......►..- ...w- ••w..._ . -+rte rte+... �� ... � .r.-� � +.��..� �.-. ..-- ... -.... (N) CMU WALL - SEE SIR UCTURAL BLLRNC DEMATTEI ASSOCIATES ARCHITECTS AIA 1511 ISAYSHORE HWY *300 — C► — 9070 ■ T8 (6.50) 692 -9911 FAX (630) 692 -0741 ■ 7765 REGISTERED ARCHITECT oauTTf1 ATE OF WASHINGTON S /2 os © MW MOOMATM 5W/05 NO. REVISION DATE IT IS THE RESPCMISIBIUTY OF THE CONTRACTOR TO VERIFY ALL FEW CONDITIONS AND COMPARE THEN MATH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMIMEDIATELY BE REPORTED TO TW ARCHITECT • O i DID • W Z --j w Q � Q W D m o a: (,) cr. Q va > Jo a. O< > cc J 0 0 O m Z .J Uj ,-- ad cr. W a � z V •� Z Z < Z IL a: Q a o 2 Z 0 W „j W 0 LL. D ATE JOB 40 20WAY AZ1A s�aET • OF w 1b 4 DOOR & VYVM CODE 1CONS71=7m FRAME MIATERUL 11J1NEOUS ST STEEL Y HOLLOW METAL SCL SELF— CLOSER AL ALUMN M TH 7HRESHOLD M1:/► DOOR FACE FOGSK S 9G SAFETY GLASS Y I m - 1m. P PAINT AL ALUMOM Ff 1 FACTCRY Fri Group C Exterior Mletd (Double) t_ D60D -626 ( Mlo bw 9rode) !singes 3 pair- Starder f1 79. 4 1/2' US26 oai bemif+g Ckmw. LCN 4210 1�are,d Oush batt Nm F6358 Pw,*o Saw 1 ' -Ol2 PC . ,-i, ----� Cfrr " T r/ 2 . F-E:i; 'T Ct:NTER (E) -- E)OSTING DIM TO DIM TO (N) — NEW F-0-S. CENTER DIM T O ON - DOHA F.D.RN_ ! Al.`GN (E) WALL wr WED AL A ai I A& AL �_ .rs. .. �.�,+_ + _-+s ��..• _ +�. -�.� ..- ..- ._ -�.--� �'' _.af • '�^...+.� _. _ ._- ..�. .n..�,,.n..�. �,,. _.�. ... _.. � ,.� .....� -. _ ..... .�.......►..- ...w- ••w..._ . -+rte rte+... �� ... � .r.-� � +.��..� �.-. ..-- ... -.... (N) CMU WALL - SEE SIR UCTURAL BLLRNC DEMATTEI ASSOCIATES ARCHITECTS AIA 1511 ISAYSHORE HWY *300 — C► — 9070 ■ T8 (6.50) 692 -9911 FAX (630) 692 -0741 ■ 7765 REGISTERED ARCHITECT oauTTf1 ATE OF WASHINGTON S /2 os © MW MOOMATM 5W/05 NO. REVISION DATE IT IS THE RESPCMISIBIUTY OF THE CONTRACTOR TO VERIFY ALL FEW CONDITIONS AND COMPARE THEN MATH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMIMEDIATELY BE REPORTED TO TW ARCHITECT • O i DID • W Z --j w Q � Q W D m o a: (,) cr. Q va > Jo a. O< > cc J 0 0 O m Z .J Uj ,-- ad cr. W a � z V •� Z Z < Z IL a: Q a o 2 Z 0 W „j W 0 LL. D ATE JOB 40 20WAY AZ1A s�aET • OF w 1b 4 1 b II MAj CH C Al21 13 A2.1B I' 1 M , NIA GHAI LINK SEE Al2.1 FOR 1 i i _ �.- .^"_".fir.- - - -- -- - �i -- ---- ___ __^•_.__ _ ___. _,_ .-..-- .._f__� _ _._ ._r... ---- -'- -- -4 I RATION 81,�{DNC3 r � f�NGE WY � &ATE AND + + (W b' pbk i 50LIJ >k x x i N� ROOF SCOPE OF WON fT J Scxw OF WOW ! NW 6LA%. IN ® wF,RANE-5 MATCH LM C Al21 10011 IMM, COMMONS AND 1100 1001 INS amm amo amo amiI swo Himmimmoo No oimm R�aoF SCOPE OF WORK 8 A28 z GANOPY W% N>�J Nw FABRIG i NUJ I FAGIN6 i Nw 1 - ( F.O. 0 GNU TO I RHO. OF 00 DOOR NUJ I � Z CANOPY m/ NW FABRIC FAGIN& -01% SCOPE OF WOW NN) DOORS IN &) r7Pm'mfJISF, D aff sR emu► Pan ooaR AND wrvw� sa�aee )1ILMW , 1 " DOORS IN Mj 1 V Roos VF VKM (E) - E)GSTING DOM TO D DIVA TO -T F -O -S_ i C CENTER cDW TO t t DN - DOWN F.O.FIN_ I A AL fGN (E) WALL "m USIED *V i a r L 1 !7 , . .mow r s 1r+ mm DEMATTEI ASSOCIATES ARCHMECTS AIA ISM RAYS!-IORE H11VY 0300 CA - 9,010 F AX (650) 69 -ors, 7765 REGISTERED ARCHITECT oeu► � TE OF WASHINGTON <j' I DRB MODIF Tm %V/05 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AHD COMPARE THEM MATH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHTECT a O 1 TY OF J�;. ,. • PE�iMIT CEr j E. d Z WOW .a. 0 93C o < > m a z z Zj J W '- CL ' 2 a: cc w o Q < 'V Z -.1 < um Z < Z Q 3 wa a low Z — a: g 3: a W < 019 M a DAX JOB No 2OW-07 A2e1B 7 CF N I q MATCH LSE A At B .A2 MATCH SEE All FOR ADMMTRATION BLDG ROOF LSE A Al22 som cr wort B A22 OV FABRIC CANOPY 0/ 1 b' ~ TYP EAC VAUZ r - FWOV WE AM INSTALL FLASHN& FROM 0 eLUb. TO (11) CANOPY M ORfJ9Q TO MAKE SPACE WYM (E) E L.c6. AMP N CANOPY M{I4T9V%W () ROOF ACCM LADM OE) SCUPPBt SOM OF VXM i W NIL. 0 ScA rP9z M 5m ME�iHANIGAI.. L ELE I RICA& VMS FOR (NJ "%H- L"T UXATIM a) 5CArmm (fj 4' t 3 RFL. M. ► ! W 4 ( ! i CaITER wxx SCAMEN Comm w:cH. 5ARMN ! It W;GK LUT t M &L DRAG 5tP'PIORTS : 1 LL BRACAM ON REPAIR B&T-W , i = ± ON CBCM -LSE OF -LIE OF ' ROOF TO MAT04 EX6. // ' C rYPJ N.IFJ ' i e i s ALJ6 N NORTH 4 S/M W.-OK SCAM MW.LS ON of �s - PlRiL.!!5 �TYP� i I , TO REMAM A *N EAST i VEST MEcht 5GREB1 INNIS . �+ SIM NechiANIGIAL L ON GAR -U E OF Fq,SGTWIG& DY456 FOR EwsTNb �w N MEM LW LOGATK t t ; 4 i N PRE -FAD. N 1°RF�AB. CANoPr w� =':r - c*NOPr w duTm ! du"m s aoorE a �aw•c _ -. _ • . aoorE a� � r- Y 4 b sso� as.la.c (y 11 ji , SIM HEM l - _ _ SHOP DRAwN66 P'RONIDE AND WALL FLASHMS FROM (E) ELD6. TO (W CANOPY M TO MAKE SPACE BETY404 0 BLP6. AND '= �.-;: , - -'•; �' Gtr INATERT16HT .r =�r = WOOD CURB fic'?i R" MAW IN W Z som of wort aLZm 1/2" / I'-' 20 6A. 65M FLA,S!#NS CAW rryp) PAMT ALL rTE ro/ EPDXY PAINT (TYP) (W E1P5 PANELS D/ FRAHM& Sm STI%KOT. / e��5 ci►xr srn� fLA&*16 20 6A 654 FLA%oN& — HECA 4ANICAL WIPORT tsm sTRUCTURAu 20 6A06E FLA 41%& 65M FL/%N% rr/ DRIi' ED6E - ATTACH AS R5i MW " JILT -W ROOF 4' F113RCU5 CANT STRIP 20 6A SE FLASHN6 lW CONSTRUCTION (VERIFY IN FIELD) 5EE STRUCTURAL 0"65 FOR CT10N5 a 1 � D5- r k j;ffi m�l r 40 P _ - n 3'=T -0' GETTER M4. SCARAMN V4AU_ BRACES ON CDUM -UM OF EX&.` 6W-LAM EEAMs (TYP) �7 cafrm WON. BRACE %FfMTto _ ON 6ENTEIR-LM. OF VW FURI,.M (Y'I'P) SIM sump -ft_ EwST'"b ROOF ,�'�' � �1M �..�► S1%GTm t M&T R00FOO - VERFY M 'T - iK %TJ 'IT 0 'N - z - %4 r -T I N- jjjjpjjj1,� ill 111111111111m, -- MW ' i!lt U—Z ZL L ' IL -A W�Ll k It (�KA ; 11 W•T.W EN LWK DEMATTEI ASSOCIATES ARCHITECTS AIA OW eAYSHME NWY 0300 -- CA -- 94 M ■ TEL (650) 692 -99" FAX (630) 692 - *Vn ■ 7765 REGISTERFi� ARCHITECT JAMES 0 OF WASHINGTON Q SRS MOMMC.ATM W/05 N0. REVISION DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONU AND COMPARE THEM MATH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES_ ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT i 0 Cirr vm PEtiMiT CEF,4 L U z .kk a a. un :3 a o a: 0 > a: OVA z Z..j J w a: D ca cc W a 0 V Z z z Q 3 w 0 Z Z 3 z W 0 go < 2 DATE JOB me A2m2 SIFT IS OF ! 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MASONRY WALL - L TANK WALL - PAIN T MATCH (E) REMOVE (E) PLYWOOD PANELS PAINT © (E) GLU -LAM BEAK - PANT O (N) STOREFRONT DOOR Nk (E) FA T MATCH (�AET� SOFFIT TED ENCLOSED ® wALL PACK -SEE ELECTRICAL O (N) METAL PANEL WALL o/ (E) CONC. WALL ® (N) CANOPY o/ (E) CANOPY y (E) P ASCI N E O (N) F 0 (E) PLAZA CANOPY - PAN SIGMA COAT ® (N) SI COAT PLASTER FINISH SH o/ � (N) PAINTED METAL BOLLARDS � (N) BLACK VINYL CHAIN -L FENCE y (N)NC. SigMCOAT PLASTER o PI MIT O (N) METAL PANEL FASCIA o/ (E) (N) CONCRETE MASONRY WALL * NNNDOWS AND STOREFRONT DOORS TO BE CLEAR I�EGN, M MASONRY WALL - (� IT STRUCTURE. ATTACH TO (E) FASCIA AS REG. ® (N) EIFS MECHANICAL SCRM w/ ANODIZED ALUMINUM WITH SOLAR TINT GLAZING - BASE, REPAIR _METAL CAP FLASHING ( MATCH DOSTING COLOR ' r eu TAJP ROOF f ,n / 1 C� ($E�•IIND cw t w*m OF wows 1,c ME�C•HANIGAL 1� 15 t 15 , TO MATCH EY-6. 13 SGI t 1 ... �. Jk 1111111 111 111 1110 11 1 17 �i.w�rr i� ..�..r �� �+ .rte .�� .��.. Y�� .w�� ..��� �� •�.� �� �..w`� �� .•��r� �.�� r..r�wr� w.+....� ���'• ��� ��� o _.-- SCOPE OF WOW z oo- I''. �J. Li u - , . +' Cpl . • � •. .O - C=7 1 - Fir (U tW (N? 1 Q WOW -- _------- --____ --___ - •____ - - -- --. -_ ____- -_--__ ' -_ MAIN I _ _ �' EIFEEZEAA CANOPY �� N) NUI.LION A +4'-O" - L B AY %I % IN SECTION � � ` �. � MATCH (E) COR LO EY0'ND • t ' GIG " � ' i �' � � � ► PAINT INSIDE OF (14 &LASS FLAT BL.A � - _ -- __,- - -- / FOR SPANDREL PANEL U l 1 1 1 , MAINTENANCE BULDING — NORTH ELEVATION (AT PLAZA Coy C oil E '1 0 1 vr= t -w (BEHIND (W (W MEC40MCOAL .' SCAM cri 7 4 . 11 : �..� _ Q T_ < St�OPE OF Wpm � i ITV 1'� ( EC. IANICAL OF WOM OL MAINTENAWX BAY . E � SGREEhI ' J p L rrte�• SLAB ,rp 8 / /0 4 ' _ 1 f ri I A-M) SCOPE OF WOW � tu 5011" �" T R O co p DOORS 4 SCOPE OF IIMOwC MAINTENANCE B M . DING — EAST ELEVA .vim- t -ar 115 j �� z �1� g < .1 ,16 ,� _ Scar � wm% �. 800M OF MSC - ft lw�. UWT R�ARR ' T ROOF TO MATCH Ex6. .� of wlowc $ rryp) RAM' i f N c v4oPY : SCOPE OF NI�OwC t'Kl r�..uev ROOM (0) N��+�oPY I . . . . . I a _ I N" il - I �_ - - MEMO- 0 R : C4 . C3 wjj .0 ` I + lam. � r t ! • AIRY SLAB WYov 0 m :r BLIJW DEMATTE! ASSOCIATE'S ARCHITECTS AIA MW SAYSHCOM I-I` *3W -- CA -- 9401D TEL (66SO) 692 -9911 FAX (6") 692--0151 E 7765 REGISTERED ARCH �'ECT DEYAITEI TE OF WASHMTON & DRS MlODIFICATM SW /05 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM MATH THE CONSTRUCTION DOCUMENTS BEFORE COMMENC"G ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL WMEDIATE -Y BE REPORTED TO THE ARCHITECT cry U o an D Q a: > oil. 0 < > � J � Q Z Z 5 0 Z. E — 1 w a: W W J a < 'U W C� �.. < < Cc Z < Z 0 Q 3 E ! cc n < .= i t, � ui �� DWI DATE .,oe No. 1122/04 20467A7 A3.1 SiEET • aF i/ - - -� _�— — — — — — —___� �. _-- __ - - — — _ _ -- _. — — _ .— -- —. _ . — _ Ail TRAEM - - Ai1 /ISM4 LT = Of h6AMLT .-••� OF V A" Sly,. -F ACE E C� %'� RA�� TO � r' � \ ' ' ; mi l f �. l J'`� 1!I M� :� Qi1�/�E, �."� f ^ • � _\ _ 11 4 ,17 CA" � .� �._._ .�._...._____. ____ .______. : Sam" IIG - SOUTH 8--EVA 4 - ti o a w - 132 vo. 1-w • E 1 ` 1 %_C) �-�- r t 1 i• 1.. ,`,h i f r i� 7 FLASH NOTES sooPE of woRK r REMOVE (E) PLY100000 PANELS. INSTALL Q ExNSTNG PLASTER /CONCRETE WALLS - ® (N) PREFAMOC ATED METAL EYEBROW n (N) O/ (E) METAL CAP FLASHNG N) METAL ROLL -UP DOOR - ® (N) BlJ►CK CH/1MN Ili( DOOR �r/ (N) CONC. RAMP W/ PAINTED (N) GLASS 1N�DOWS W (E) FRAMES. PAINT COLOR /TINT TO MATCH (E) ANOPY w/ FLUSH FACE CANOPY �t - PAN ND T P AINT WOW SLATS METAL P AINT REMOVE (E) GLASS. REPLACE wJ STEEL COLUMNS ® (E) YM ATOR CAP (BEY+OID) (N) METAL MAN DOOR - PAINT (N) PAINTED METAL ABOVE QWUNO (E) GROOVED POURED CONCRETE �Z 'TEMPERED GLASS. COLOR / TINT TO (N) METAL SPANDREL PANELS - (N) SPLIT -FACE CONIC. MASONRY WALL - AJEL TANK WALL - PAINT MATCH (E) REMOVE (E) PLYWOOD PANELS ANT IQ STOREFRONT (N) STRONT DOOR lc � (N) PLASTER FASCIA TO MATCH � (N) PREFABRICATED ENCI.06E0 WALL PACK - SEE ELECTRICAI. a (E) GLU - LAM BEAMS - PANT M�DOWSo (E) PLASTER FASCIA METAL SOFFIT (N) METAL PANEL WALL o/ (E) CONC. WALL (N) CANOPY o/ (E) CANOPY T (E) PLAZA CANOPY - PAINT ® (N) SKIM COAT PLASTER FINISH o/ ® (N) PAN IN TED METAL BOLLARDS ® (N) BLACK N NYL CHAIN -LINK FENCE ( N) N) SKIMCOAT PLASTER o/ (E) NOT USED STRUCTURE. METAL PANEL FASCIA o/ (E) (N) CONCRETE MASONRY WALL * M�D AND OWS A STOREFRONT DOORS TO BE CLEAR CONIC. MASONRY WALL PAINT NOT STRUCTURE. ATTACH TO (E) FASCIA AS REO. � (N ENFS MECHANICAL SCREEN wJ ANIOOIZED ALUMINUM MATH SOLAR TNT GLAZING METAL CAP FLASHING (MATCH CASTING COLOR) SOM OF WVW .� SCOPE OF WORK = - - - - -. p f (N) MEGHANlGAL. �, f� FLUID ROOM 50teEN - , M/ PLAZA EXTENSION T IL 1� ADMIN15TRATION BUILDING 'f P- MAI BUILDING « A2.I) �' 1 (PJ THEATER 00NGES5ION5 co i I M) BUILDING ALLEY) SEE METAL --__,_ V 1 (W FLA (83 BOLDING PA .S TO (W CAN pf ('TYP) I ® i I I ` I I (W MET ��oPE OF Wo ..�."� '�' • , J v i � � I 8 i CANOPY m I J' I SEf 11 HIM. 11 1 JrWNT. II II II ll I 8 DAY SLAB #/ /, i •, ! '�� � � II II II II � . � 0 BEYOND I UJ BLACK FIN, i - _ TOPLAZA CHAIN-LINK Q __ __.------------_. .— _— .-- __.------------ ..._ - - --. _.. _. —__ .._- -_ ---------- - --- -- — — BEYOND ; MI/ &ATE (BEYOND) 61ADE FIN. 6RAVE (T p (Q S ( ���� 8� -0' Hi61� SPLIT -PAGE MASH ENCAX)RARE MAINTENANCE BUILDING - WEST ELEVATION v8m t -or O 8 I6 32 (W GONG. WALL r, X4 ,yC:E C�C�u�- L-v M RE6LET, FLA5HIN6 t �` c CANT STRIP - REF LACE NN/ (N) RreA. T•, FLASHING E ; CANT STR T O MATCH (E) MOTE. STRIP SHALL (R) 2xb COMPLETELY WVER M BOLT -UP CONS ) ROOFING AND FMFL.ACE KI TAW ?2X8 TRIM r • : - i .� i iR - = BUILT AP ROOF M Portepows (N) L� At GONG. SLOPE TO MATCH SM STRUCTURAL � UNTO f?DOF AWAIORS, EX&. 0 /4' PM W WFIN6, FASCIA, (1) L5L RIM, SEE STRUCTURAL FOOT, MW CANT STRIP t SEE 5114XTURAL 4 EN XK11N& (N) C ORnNUOU 20 —�-�-- ---- &AWE 65M &U TTER _ EDbE OF ROOF , , ROOF .�'fATI•KNb - FOR (W PLATE - �� � (1�U 2X FA.�GIA TRIM - PAINT SEE STRUGTUZN_ 6 . AS MAP w/ 2 ` � SM STRUG ?WiAL (w TE t I '1 7, - - k-L Q' OS.. Tel - \ LAYERS TYKE \ \ (w I -HaR GEILINS THROMHOUT or CTYPBD. \ EX6. AM HEM CEiLIN& 51MZTURE, \ 2 00, 00 -- - - - - -- — — — — - - — — — — \\ \\ / I Poo \ \ 4 \ � \ \ \ \ (E) CMU WALL lo, 00 \ . \ &1 BEAM AND FOOT EP BEYOND \ \ .. IfO1�Ml DA6Ft?D) GONG_ %As 0 cm MALL � ALA+ - -- - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - - - -! a) coo W.,. Fooms PI t� I H PLA VOW w/ 2 LAYOM TYPE `X' 6YPBD. SEE S TRUCTURAL 0 tw CAW.'. SLAB I (sE smaTURAIL) O/ 6 ML.. VAPOR 0/6 COMPACT® 1E BAEE ' it i SCOPE M WOW i 4" x 4" 20 611 66Mt I Di01�P�01Jf I ft SPLASH BLOCK AT sm CJ.VL • I f K► GONC. FOOTOO. I SM STRIIIGTURAI. *VaJw �.�... ...��.+�.'�. �...'��..�� .��• -- �'-�... — __ — - - - . '_ . _. .._ __- _ — -_ __ .- y-+. V, .. __ ._...... 3.�ems. __ .___ -- _ -_ . ...r -. — — — .. _ .—__...v ~ » *0 W BL *4< DEMATTEI ASS TES AR CTS AIA laws m AYSHORE HWY ♦300 CA — 950M TEAL (6a0) 692 --9" FAX (650) 692 -0161 ■ 7765 REGISTERED ARCHITECT DEMATTEI TATE OF WASHINGTON I DRB MOUIRCATM 5A0105 NO. REMSION DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATEL BE REPORTED TO THE ARCHITECT 01 Y O F ± FEhr���1TC Z low w an n a a: a Z Z O ui a: Im > a W W t W Z < a: zi< Z < 3: wcc l — cc Lu Z g i X goo X W DATE JOB he 20WX A3 _ . � J^..- �,�r�:• !ww'... ►•�• -� ..�..— — /w..r�� w...r.�.a�.a..". _ ,. ... i.._. -7. -- — ._'�-s..�s .aw, ril�.a �. w.- ...,,,...,. .�.�... —_ a�'..�. -.�'R: .- �VSn� - . -�.►T A-._1�.+.. �'�'.�• -- �r�- � - ++.�.. -�_ ._ � Y Is LO F Typ C -4 EQ. AWS 60 A AW4 r mom, vmm� 4000 4000 i some r rtarw r r A !000000 000 " oo ' u it � 1. �-SCIWE OF WOW A� o � 1 rr" iD MATCH 2001 dNN1 m �� mons moom moss ommo all omms somm amour 0005 GOOD 0000 IM00 r Commommons sion all 4000 a• some goop G00000000p gogg ay SEEM GOOD amommIsm amom •� 4000 4000 r amp d000 T A A j � � _:tea: . � , - � , 1 '71-20 4 -!go TYP T ? I A Eam Ea. �\-800PE OF WORK j ' � � 1 ! a T LIGHT FIXTURE FIXTURE T SOOPE OF. I I 1 `� 1 1` � � 1 1 C , �D c It NO 1. AREAS OF S-1 OCCUPANCY [MAINTENANCE (135). WOMEN (128), MEN (129). DISTRIBUTION DEPT (130). ASST M&D MANAGER (132), DISTRICT MANAGER (133). DISTRICT COORD (134). STORAGE (150), (E) FLUIDS (151). TIRE STORAGE (139). WARRANTY STORAGE (138). PARTS STORAGE (137) AND PARTS MGR (136)) SHALL HAVE VENTILATION THAT COMPLIES WITH WASHINGTON STATE VENTILATION & INDOOR AIR QUALITY CODE. SEE DESIGN/BUILD MECHANICAL PLANS_ 2. EMERGENCY UGHTING WILL BE PROVIDED AS REQUIRED BY I-B.C. SECTION 1006.3. SEE DESIGN/BUILD ELECTRICAL UGHTING PLANS FOR EMERGENCY UGHTING INFORMATION AND LOCATIONS. 3. LIGHTING CONTROLS SHALL COMPLY WITH W.S.E.C. SECTION 1513. 4. DOORS 105. 104. 113, 114, 103, 115. 139. 140 AND 102 SHALL BE INSULATED TO THE MINIMUM REQUIREMENTS OF AN S-1 OCCUPANCY FOR A SEM!-HEATED SPACE, PER WASHINGTON STATE ENERGY CODE SECTION 1310-2. Lq -� \ �;;, 0000 V-1 I . -___ .._.__.� -._ ..�- �_�____ ��r�. � i ce.. _ . - '� -- --- - -- -- --' - -- - - �` - - `- _ _ n3F z:L 'a L16HT F1 LIGHT FIXTURE OF WORK. _ � Q i � E j ! qrrt, 10 e o i- L 152 SCOPE OF WOW 000K � � L16W f9XTUFIE jL 0001R. L16W FIXTURE F A i I 1. REFLECTED CEILING PLAN IS FOR THE LAYOUT OF THE NEW SUSPENDED AND GYPSUM BOARD CELROM LIGHT FIXTURE LOCATIONS AND TYPES AND SWATCH LOCATION ONLY- SEE ELECTRICAL FOR FIXTURE SPECIFICATIONS, C11RCUITRY AND LIGHT SVATCHIING,, U.O.N. ON THIS PLAN. 2- FM PROTECTION1 LAYOUT IS BY GE]NERAL CONTRACTOR. SPR*fQ-ER HEADS SHALL NOT OVERLAP THE CELJNG GR11D AND SHALL BE LOCATED CENTER OF THE TILL BOTH WAYS- 3. CONTRACTOR TO VERIFY ALL DIMENSIONS *4 FIELD. CONTRACTOR SHALL NOTFY THE ARCHITECT OF ANY FIELD C0007XM PRECLUDING THE SPECFIED PLACEMENT OF FIXTURES, PRIOR TO PROCEEDING VATH THE WM- 4. CONTRACTOR SHALL TEST ALL FIXTURES TO INSURE PROPER WORKING OF WL 5. A LIGHT S"TCHES AND THERWOSTATS SHALL BE MOUNTED AT 4W A.F-F. L*4.ESS OTHERWISE NOTED. COVER PLATES SHALL BE 11HITE AND SWITCH DEVICE SHALL BE VIH17E. 6. GANI= SWTCHES SHALL RECEIVE ONE COVER PLATE_ 7. VENWOL 4XIIIIIIIIIARCM SMALL 11111011WIf cu AMM CBJM I= 2111IN11FI1131 � = P 10 il=111111110 FIMMM IM IL ALL 001111MURM SWU K IIIIIIMI U%13 M A F1&L CUM 1U UNL O 11116 n Mn COLM 91ML K 1111011111111M AT Ir-0 tl l OAS mom la CEL14G GM S-SlEIM SHALL BE 941STALLED AS PER "ONACTURER"S SPECFXATKM AM RECOMMIDWA7KAS it c� s"IIIIW IML 0011111%IIIIIIIIII Cm LIENLY 110 � W. m 12 ALL HANGERS AND GRACW FOR TIE CBJNG GNU 94A.1 BE INISTALLED BY TW CELM 13. ALL HLASSIGM AM BRACM FM 01HU 111100IS STALL K DWAUED BY 1W DWALLM 1"m "Ems ALL ITEMS ARE NEW UNLESS OTHERWISE NOTED. �O 2 X 2 RECESSED FLUOR. LIGHT FIXTURE (LITHONIA PARAMAX PM3. T-8 LAMPS, 9 CELLS) 2 X 4 RECESSED FLUOR. LIGHT FIXTURE (LITHOINIA PARAMAX PM3, T-8 LAMPS, 18 CELLS) I 2-TUBE FLUOR. STRIP LIGHT W/WIRE GUARD (NUMBER INDICATES LENGTH IN FEET) I WALL-MOUNTED FLUOR. FIXT. (NUMBER INDICATES LENGTH IN FEET) (LITHOINA UN W/ WARE GUARD) CEIUW,-HUNG FLUORESCENT FIXTURE W/WRE GUARD (WJMBER INDICATES LENGTH IN FEET (LITHON11A AFP W/ MARE GUARD) 2 UINDER-CABINET FLUORESCENT (NUMBER INDICATES LENGTH IN FEEI (LITH01dA LC) RECESSED DOWN LIGHT (LI THOMA LP8F) RECESSED DOWN LIGHT - WALL WASHER (U P40MA LPOF) 40OW METAL HALMS FIXTLW (LITHONIA IMP - HIGH SAY • 16*-0 AFIF) 40OW EXTERIOR METAL HALIDE WALL PACK (UTHMA TIM - M"T PER EXT. ELEVAT"4S) 11 s� r_ 11 HVAC SUPPLY GRILLE - SEE MECHANICAL ED HVAC RETURN GRILLE - SEE MECHANICAL 0 HVAC EXHAUST GRILLE - SEE MECHANICAL <5 EXHAUST FAN - SEE MECHANICAL (1) WALL-MOUNTED THERMOSTAT - SEE MECHANICAL 0 SPR*d(ER HEAD - SEE DESIGN -BUILD SPRINKLER DWGS $ WALL-MOUNTED LIGHT S1AATC1H Lot EXIT SIGN. ARROW SHOWS DIRECTION - SEE ELEC_ DWGS SMOKE DETECTOR - SEE ELEC. DWG& SECURITY CAMERA (ARROW SHOWS DIRECT" OF CAMERA. DASH ED L04E. SHOWS CXtaAT ROU OF CAMERAS 0 1. ALL I TEMS ARE NEW U. 0. N. 2- SEE IMECHANIICAL DRAW06CS FOR HVAC. ELECTRICAL DRAWINGS FOR LIGHTS & LSS MWORMA110INI AND DIE9GH-BUILD POQJER DRAWSM FOR SPIMKLER 0F0ftMTI0N_ 14. ALL HANGERS SHALL BE WRAPPED IN A MINIMUM OF 3 FULL VIRAPS. 15. MAIN RUNNERS SHALL NOT BE LET INTO. NOR COME IN CONTACT 107H. ABUTTING WALLS. RUNNER CHANNELS SHALL BE LOCATED WITHIN 16' OF WALLS. I& LE MM OF T-OM 10 EM LOM AS GVP" OOM C8� =1111= !MALL K By Uaff L#gmL 3 �3x. �_k IL COM001 WILL COUFAMMIE VI= IM AM IRAIIIIES W4M%M TO IIIIIIKIII E F0t FOrRN= MOM CELSM M w MANUM Im WftIIFIII!D FMl1 CHUND NOWT ADM IM FM RAM SAS AS 110ft CM IM CLAWT ALL CONFLM VM IM =1 RN 011111111=111110111L I& CONVACIM OWL VEMY EON - 1C FIELD 110 M1 M 5 AND LWAIM CF AL PuAd► c iWWIx WICK AM AM AM AM O� 1000 1 =10kc 2"L effmL A" WE Pummm TAX% DUCIM CONVUft M 20 AS Wr TO 00111IRM WN LAWS AND AL Inn - I -mum LIMM NO OWE FWD= LGM� AS CM I M um = colas ruo 911001ILL N" K a umum mr IS my 2L � AS 11111=11IIIIIED 10 MW ALL OW 21. INSTALL UGHT FIXTURES UTH PROTECTIVE MYLAR OR SIMLAR COVER OVER LOUVER LENS. BAFFLE. ETC_ TO AVOID RXTURE SOLJNG OR DAMAGE OR BOTIC REMOME COVERS AT PROJECT CONCUJS"k USINIG CLEAN, 11HITE GLOVES. FfXTURES SHALL BE UAINTAIN.M CI AND AS P" LAMPS SHALL BE NEW AT PROJECT 22- PftaADE DRAT T STOP ASO* CE LM AS REQUIRED BY CITY OF TURVIILA FW 01171ARTMENT. 23, PRIOR TO COMMENCEMENT OF INS74"TM SUBMIT DESN;F - I FIRE rR SHOP 3RAIIIINICS TO AR06TECT AM OBTAPI APPMNAL FROM THE CM OF TU(11LA FMK MARSHAL CONTRAC7M TO OSTAINI SEPARATE PENATS REQA*D FOR SPOWSQ" SISIM PFM)YW A FM SPOWGQER SvS`R]M UMCH IS COMPLEWE 0 ALL RECARM SICXLXWSQ BUT NOT NECESSARILY LA117M 7M FV94C.. VALIIES. SPFi ER SVSIM AND SFOWGQEP MEADS. USE ARCHIIEV'rS PIEFUECWD CERANG PLAN FOR LAVWTt QM"IM CE N1ER HEADS *4 UJM 01EILOCA11E MY SPI08MM U MAT RIMOWS WIN PAR111M OR LAQW9M LAVWT 24 SEE A& I FOR MgMft AM CONSINXTAM N01M 1 - _ _.. - - I - --.Nw - _-, - __ � - - ---. - - - - 1• 40 to 40 BLLRA< DEMA I M ASSOCIATES AR CTS AIA UW SAYSHIC)RE WWY 0300 RLAtLJQrm�� - CA - 94010 7 E (650) 692--9" FAX (630) 692-OWn ■ 7765 r .7, 7 ONY Jfij3ESw'DEMATtf_" ATE 0FV1Ae_",1i:\�s "J, Q lvm MOMFICATIM W/05 NO. I REVISION DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT cl rr op _.D PEJiFMIT CE d err Ob a. aw D 0 0 z > ! ) < R :3 0 ( > w -- J � � z 9z W Jw M Q cc w LLJ �j V u. z lw < a: Z < Z J <t 3 w � z z iuu 0 DATE JOB 414 12AZU04 4?DWB? A6s1A SMXT 9 OF 3► Is � r r_7 MATCH UM C A16.1 B A6.9 i i I � t j � i 1 • f t OF WORK 114ATCH Lam; C A16.1 SEE A18.1 FOR ADMNOTRAT10N l rrr mml w w ww �Irww�w rii, _ wnwww r+r w I,wn��lwr� w _ rwlw�� _ r ' 8 A6.9 R Mtn' EPLACE MJ LA s; BALLASTS IN Z L16HT Ilk L i i ! �!► ,i Jam:_ 1 ' 1 i � I Jr I 1 i , r - -- - �_I 000 14,0001111 1/00000000 � t 1 1 I: i j i I I i i 1 . j { { I \ / I 1 ' f , 7 ' ° SCOPE OF WORK 1 Ea EQ. Aerc on , TYp 1 TYP T , 1 ' MATCH ; S AWB , - can .,�........_ A AWA 14. ALL HANGERS SHALL BE WRAPPED IN A MINIMUM OF 3 FULL WRAPS. A tt:mt i;jED C8 PLAN NOTES l 15_ MAIN SHALL NOT BE LET INTO NOR COME IN CONTACT NTH A8U7TiNG HVAC SUPPLY GRILLE - SEE MECHANICAL 3. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD. CONTRACTOR SHALL NOTIFY r� ClxlmNI V�f ASE Em F1 ML M1 As 1W QI w'E (UTHONIA PARAMAX PM3, T -8 LAMPS, 18 CELLS) a Fsxt 'IC WALL- MOUNTED THERMOSTAT -SEE MECHANICAL OF AR0*TECT OF ANY FIELD CONDITIONS PRECLUDIPIC THE SPEC PLACEMENT I�A�'iiw CLAY ALL R WN wE �fmr I� �."�1. (2 OF l;�ES, PRIM TO PRO�c WITH THE WOW- 8 1W 9VAL 1UWY 6�10 FW CM111111015 IMO LWAIM OF WWII C n I c - -UBE FLUOR. STRIP UGH T W/VARE GUARD 4. {' TRACTUR SHALL TEST ALL F[XRES TO 94SURE PR+OFR I 010FDONC ORDER_ !L um 1�IA1�",. MCM NO ANY NO ALL OEM E)RM (WJMBER II'iQICATES LENGTH IN FEET) W SPRINKE_..R HEAD - SEE DESIGN -BUILD SPRINKLER DWaS 96ML INSTALL ALL NW lEMIEW $ 5� 0jLC. LET SWI TCHES AND 'D*�STATS SRALL BE WUNTED AT 4er A.F.F. FAIN= OUCH CONUF1!► M 9 0 AS ON 1 0 COWL I M LOM no ALL W ALL-MOUNTED FLU OR. FW xT_ UIt,ESS a TF#RWMSE 14101M. COWER PLATES SHALT BE ATE AND SWITCH DEVICE Comm C8/IQ � I IOF � ua AS 311=11111 ON �r (NUMBER !r�CATES LENGTH �M FEET} ; WALL- LIGHT SWITCH SHALL BE WINTE 6. GAHM SWITCHES SHAU RECEIVE ONE 00*0ER PLATS 4 (LITHONIA UN W/ 'ORE GUARD) � EXIT SIGN. AWOW SHOWS DIKECTION - 2L prAxw ! AIR 1111MIM1 10 1111INU ALL O MU4G -KP4G FLUORESCENT FlXrJ E w/WPE GUARD SEE ELEC_ DWGS - 7. andaft 0110flic m 211AL vsurY I ADM COM F0t (NLWI R RIGA TES EAiGTH IN �T• �!� !0� Fwolt To �Na AC11� r . Ih$TA,tLi. LI�f' FIXTt�RES WITk �JTEC�tvE MI`.'LAR OR SO" c0+1F..rZ OVER LOU)" Lam. BAFFLE. M M AVM r`X",�RE Soak OR DAMAGE OR BOTH. 2 (t;THt*+A AfP w/ WE GUARD) SSMOKE DETECTOR - SEE c;EC_ DwrS. t ALL OOH A: SILL E �� 9! WVS ON A FINAL Cdao TE PSOOrE COVERS AT PROJECT COMCLUSKI N. USR+G CLERK IIHN� 5_ GLO% FIXTURES � SmAL:_ 8E 1IAN#NTA/E.D CLEW AM AS NE'!IL LAMPS SHALL IF NEW AT PROTECT � -_� LIMIER CABINET F LUORESCMT C�oM+oL_ G IBER INDICA TES LENGTH IN FEET SEaxe TY CANCER A 'ARROW SHOWS DrZEC �. � CSC SIK1 K M AT S-r i� 22- PROVVE 3FW T SIM A80%f C�1NG AS IEOUI WD 9Y OTY CF tU U A FIRE (LI T}f01�MA LC) JL OF C�ERII DwSiED � SHOWS � . 4'OtIT!!C OF CAMERAS) DEPART ENT. - }- RECESSED DOM "T �..� !Q %MK/r6 Gm SYS7E>r 91AtL SE INST AUM AS PER MlAftWACTUREWS 21 POKV t0 CONSIDICOAMT OF +iNSTALLATItk SL BOT -W (UTH MA LPW) SPECIFrCAYMNS AM S. 940P MA0IC S TO ARO TECT A OWAlN APPfIOti HE AL nMU T CITY RECES'SE0 DOM " T . - 'WALL w/I94ER 2_ L S F wv IL c Y sMS WIC. !E s llll� OF � IB A F MAR.94AL_ CONTRACTM TC Ol AI�I SEPARATE PEAS AE�iED (LITHOIMA LPSF) ELEC TRICAL 9RA+�I NGS FOR t�TS a ater LSS �III�NEt SM� co TITAN FOR SI"MOWM SYSML PROW[ A FIRE 9�LIM S•rSMIN •�+ IS COM FUW 81 WORMIAT)ON AND DE5�1- 8111t,_a SPRMgC�ER - ALL RECN11QS. N0.u0Mi� BUT NOT Y LM WD t0. PV MQ VALYM � 4(*W METAL HAL)OE FIXTL�E I 2 AU !' W IwGM AM IRACM G FOR I E CELAG GM SKAAL K MSTALLM W TK S"SU M AM S WO111MM HEAD6, USE ARCHnECrS RIMMIED CIDIUMI G ( WHOIMA TW - MGM BAY • 16 - -0 - AFT) D"VMW;S FOR SPROKIER OFORMATION- SUSIFEWO aerMS SAINDINVIbIWIM PLAN Fat LAVW cDM HEADS M yes. AMOCAIE Xff slVrNrc.;ER �. LlIE 1!'MT r1N PAR'W11a1 (It LJ�10K' lAllW ?. � '408A EXTERN 1�TAL HALVE 'WALL PACK ` 1 1 ALL MANINGM AND O ACW& rR 0 7)*P ears 9+w.► K 4bTALLM IR FIE (UT"CR" Tom'! - WO MIT PER EXT_ ELEVA11OIs WJOLQN rtISTALLRIC VOK r'IF M 24 SEE A&T IM SAL, AM COI HONES, PAR C I ED 11111imm PILM B 1. REFLECTED CEILING PLAN IS FOR THE LAYOUT OF THE NEW SUSPEN MI DED D WALLS_ RUNNER CHANNELS SHALL BE LOCA WITHIN 16' OF WALLS. S TYPES CE BOA GYPS ALL f TEMS ARE NEW UNLESS OTHERWISE NOTED. � HVAC RETURN GRILLE - SEE MECHANICAL LOC GYP BOARD i.JtNGS. LIGHT FIXTURE LOCATIONS AM WITCH ON ONLY SEE ELECTRICAL RICAL FOR FIXTURE SPECFICATIOINS. CRCIATRY AND 'M. I.EIILAIC T — Ili. 111M 1,�i1s NO QM�� �LJ SQL �- , L)CHT S�MTCHN� U.O_N_ ON THIS PLAN. E By LOW LAis. C .T . T ✓F ' . 2. FIRE PROTECTION LAYOUT IS BY GENERAL CONTRACTOR_ SPRPOCLR HEADS 17_ PROVIDE STAINLESS STEEL ESCUTCHEONS AT ALL CEILING OPENS. W 2 X 2 RECESSED FLUOR_ LIGHT FIXTURE ® HVAC EXHAUST GRILLE - SEE MECHANICAL - SHALL. NOT a*Ut.AP THE CELM GRID AND SHALL BE LOCATED CENTER OF THE (UTHONIA PARAMAX PM3. T -8 LAMPS, 9 CELLS) TH WA IL BALL 0001WNA1E �Im Wm ALL WARM WA L%o 10 elm= _ ?R.E. BO YS EXHAUST FAN SEE MECHAN F . ! �i,11T C E ry : E =t FOIL Fo OVCis CQl1�'t, EMC. 1D WIIfTIIM 1S 2 X 4 RECESSED F�UO�?. UGH? FIXTURE 19 ~"�`"� --�• -� �.. - - . _..�- .w_ _jw •'.�+^V'r _' - ... .- _-..r. .. - �-�y.� r -•�.•. .�.�... _- t•+ «.fir -.. - _ - - __ - _ - . - _ .- __ -- ._. . _ ��c..... �. -•fir. -.._ s� ...��... - w�•e- +��.�� �- _ r • WIN ; f i L1614t FIXTURE c 1 -- j 1 - I -- lb BLLJW MA TTO A68001A ARCHITECTS AIA u3.s BAysp4c RE F~Y 1300 CA - S 4010 W TEL (Gd011 692" -'9911 ■ FAX 6.50) 692 --0161 77 REGISTERED ARCHITECT J1WES pEYAT?E TE OF WASHMTON !2 4 © M M17DIFIGATM SA0 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT d co z o an an W (D a a: Z M oo4 J � > W —� V IU z I, j W Q cc W LU J ( . ) Q t LL. V W Z < a: Z Z --� z Z cc Q W 4 < (a) 2 IL DATE ,r08 �eG A6slB ��0�4S7 -aT sfIEET '! of W MY 0 mop 9c i . j { { I \ / I 1 ' f , 7 ' ° SCOPE OF WORK 1 Ea EQ. Aerc on , TYp 1 TYP T , 1 ' MATCH ; S AWB , - can .,�........_ A AWA 14. ALL HANGERS SHALL BE WRAPPED IN A MINIMUM OF 3 FULL WRAPS. A tt:mt i;jED C8 PLAN NOTES l 15_ MAIN SHALL NOT BE LET INTO NOR COME IN CONTACT NTH A8U7TiNG HVAC SUPPLY GRILLE - SEE MECHANICAL 3. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD. CONTRACTOR SHALL NOTIFY r� ClxlmNI V�f ASE Em F1 ML M1 As 1W QI w'E (UTHONIA PARAMAX PM3, T -8 LAMPS, 18 CELLS) a Fsxt 'IC WALL- MOUNTED THERMOSTAT -SEE MECHANICAL OF AR0*TECT OF ANY FIELD CONDITIONS PRECLUDIPIC THE SPEC PLACEMENT I�A�'iiw CLAY ALL R WN wE �fmr I� �."�1. (2 OF l;�ES, PRIM TO PRO�c WITH THE WOW- 8 1W 9VAL 1UWY 6�10 FW CM111111015 IMO LWAIM OF WWII C n I c - -UBE FLUOR. STRIP UGH T W/VARE GUARD 4. {' TRACTUR SHALL TEST ALL F[XRES TO 94SURE PR+OFR I 010FDONC ORDER_ !L um 1�IA1�",. MCM NO ANY NO ALL OEM E)RM (WJMBER II'iQICATES LENGTH IN FEET) W SPRINKE_..R HEAD - SEE DESIGN -BUILD SPRINKLER DWaS 96ML INSTALL ALL NW lEMIEW $ 5� 0jLC. LET SWI TCHES AND 'D*�STATS SRALL BE WUNTED AT 4er A.F.F. FAIN= OUCH CONUF1!► M 9 0 AS ON 1 0 COWL I M LOM no ALL W ALL-MOUNTED FLU OR. FW xT_ UIt,ESS a TF#RWMSE 14101M. COWER PLATES SHALT BE ATE AND SWITCH DEVICE Comm C8/IQ � I IOF � ua AS 311=11111 ON �r (NUMBER !r�CATES LENGTH �M FEET} ; WALL- LIGHT SWITCH SHALL BE WINTE 6. GAHM SWITCHES SHAU RECEIVE ONE 00*0ER PLATS 4 (LITHONIA UN W/ 'ORE GUARD) � EXIT SIGN. AWOW SHOWS DIKECTION - 2L prAxw ! AIR 1111MIM1 10 1111INU ALL O MU4G -KP4G FLUORESCENT FlXrJ E w/WPE GUARD SEE ELEC_ DWGS - 7. andaft 0110flic m 211AL vsurY I ADM COM F0t (NLWI R RIGA TES EAiGTH IN �T• �!� !0� Fwolt To �Na AC11� r . Ih$TA,tLi. LI�f' FIXTt�RES WITk �JTEC�tvE MI`.'LAR OR SO" c0+1F..rZ OVER LOU)" Lam. BAFFLE. M M AVM r`X",�RE Soak OR DAMAGE OR BOTH. 2 (t;THt*+A AfP w/ WE GUARD) SSMOKE DETECTOR - SEE c;EC_ DwrS. t ALL OOH A: SILL E �� 9! WVS ON A FINAL Cdao TE PSOOrE COVERS AT PROJECT COMCLUSKI N. USR+G CLERK IIHN� 5_ GLO% FIXTURES � SmAL:_ 8E 1IAN#NTA/E.D CLEW AM AS NE'!IL LAMPS SHALL IF NEW AT PROTECT � -_� LIMIER CABINET F LUORESCMT C�oM+oL_ G IBER INDICA TES LENGTH IN FEET SEaxe TY CANCER A 'ARROW SHOWS DrZEC �. � CSC SIK1 K M AT S-r i� 22- PROVVE 3FW T SIM A80%f C�1NG AS IEOUI WD 9Y OTY CF tU U A FIRE (LI T}f01�MA LC) JL OF C�ERII DwSiED � SHOWS � . 4'OtIT!!C OF CAMERAS) DEPART ENT. - }- RECESSED DOM "T �..� !Q %MK/r6 Gm SYS7E>r 91AtL SE INST AUM AS PER MlAftWACTUREWS 21 POKV t0 CONSIDICOAMT OF +iNSTALLATItk SL BOT -W (UTH MA LPW) SPECIFrCAYMNS AM S. 940P MA0IC S TO ARO TECT A OWAlN APPfIOti HE AL nMU T CITY RECES'SE0 DOM " T . - 'WALL w/I94ER 2_ L S F wv IL c Y sMS WIC. !E s llll� OF � IB A F MAR.94AL_ CONTRACTM TC Ol AI�I SEPARATE PEAS AE�iED (LITHOIMA LPSF) ELEC TRICAL 9RA+�I NGS FOR t�TS a ater LSS �III�NEt SM� co TITAN FOR SI"MOWM SYSML PROW[ A FIRE 9�LIM S•rSMIN •�+ IS COM FUW 81 WORMIAT)ON AND DE5�1- 8111t,_a SPRMgC�ER - ALL RECN11QS. N0.u0Mi� BUT NOT Y LM WD t0. PV MQ VALYM � 4(*W METAL HAL)OE FIXTL�E I 2 AU !' W IwGM AM IRACM G FOR I E CELAG GM SKAAL K MSTALLM W TK S"SU M AM S WO111MM HEAD6, USE ARCHnECrS RIMMIED CIDIUMI G ( WHOIMA TW - MGM BAY • 16 - -0 - AFT) D"VMW;S FOR SPROKIER OFORMATION- SUSIFEWO aerMS SAINDINVIbIWIM PLAN Fat LAVW cDM HEADS M yes. AMOCAIE Xff slVrNrc.;ER �. LlIE 1!'MT r1N PAR'W11a1 (It LJ�10K' lAllW ?. � '408A EXTERN 1�TAL HALVE 'WALL PACK ` 1 1 ALL MANINGM AND O ACW& rR 0 7)*P ears 9+w.► K 4bTALLM IR FIE (UT"CR" Tom'! - WO MIT PER EXT_ ELEVA11OIs WJOLQN rtISTALLRIC VOK r'IF M 24 SEE A&T IM SAL, AM COI HONES, PAR C I ED 11111imm PILM B 1. REFLECTED CEILING PLAN IS FOR THE LAYOUT OF THE NEW SUSPEN MI DED D WALLS_ RUNNER CHANNELS SHALL BE LOCA WITHIN 16' OF WALLS. S TYPES CE BOA GYPS ALL f TEMS ARE NEW UNLESS OTHERWISE NOTED. � HVAC RETURN GRILLE - SEE MECHANICAL LOC GYP BOARD i.JtNGS. LIGHT FIXTURE LOCATIONS AM WITCH ON ONLY SEE ELECTRICAL RICAL FOR FIXTURE SPECFICATIOINS. CRCIATRY AND 'M. I.EIILAIC T — Ili. 111M 1,�i1s NO QM�� �LJ SQL �- , L)CHT S�MTCHN� U.O_N_ ON THIS PLAN. E By LOW LAis. C .T . T ✓F ' . 2. FIRE PROTECTION LAYOUT IS BY GENERAL CONTRACTOR_ SPRPOCLR HEADS 17_ PROVIDE STAINLESS STEEL ESCUTCHEONS AT ALL CEILING OPENS. W 2 X 2 RECESSED FLUOR_ LIGHT FIXTURE ® HVAC EXHAUST GRILLE - SEE MECHANICAL - SHALL. NOT a*Ut.AP THE CELM GRID AND SHALL BE LOCATED CENTER OF THE (UTHONIA PARAMAX PM3. T -8 LAMPS, 9 CELLS) TH WA IL BALL 0001WNA1E �Im Wm ALL WARM WA L%o 10 elm= _ ?R.E. BO YS EXHAUST FAN SEE MECHAN F . ! �i,11T C E ry : E =t FOIL Fo OVCis CQl1�'t, EMC. 1D WIIfTIIM 1S 2 X 4 RECESSED F�UO�?. UGH? FIXTURE 19 ~"�`"� --�• -� �.. - - . _..�- .w_ _jw •'.�+^V'r _' - ... .- _-..r. .. - �-�y.� r -•�.•. .�.�... _- t•+ «.fir -.. - _ - - __ - _ - . - _ .- __ -- ._. . _ ��c..... �. -•fir. -.._ s� ...��... - w�•e- +��.�� �- _ r • WIN ; f i L1614t FIXTURE c 1 -- j 1 - I -- lb BLLJW MA TTO A68001A ARCHITECTS AIA u3.s BAysp4c RE F~Y 1300 CA - S 4010 W TEL (Gd011 692" -'9911 ■ FAX 6.50) 692 --0161 77 REGISTERED ARCHITECT J1WES pEYAT?E TE OF WASHMTON !2 4 © M M17DIFIGATM SA0 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT d co z o an an W (D a a: Z M oo4 J � > W —� V IU z I, j W Q cc W LU J ( . ) Q t LL. V W Z < a: Z Z --� z Z cc Q W 4 < (a) 2 IL DATE ,r08 �eG A6slB ��0�4S7 -aT sfIEET '! of W IL t I Alt JD IL L33wS LZLV Za ON Em RVO > rK r' (:) m z o - a Z C!> > Z m > > 0 0 I z m m C l z � r 0 C C? 133Li 43UV 3H1 of a3u1od3a 38 ATAIV103MM lwHS a3ll3AOOSla S30NASE NO3N1 KNUO AW 210 SNOISSW40 4saoaa3 "s3LLH 3NK)N3F4MM 380DO SLN3in000 NOLIOn LLSH00 3HL HUM K*d 3HVdM00 0MV SNOUKHM 013U T IV "QGA 01 W13V*MLNOO 3HL 30 Al a SNOdS38 3Hl SI 11 31ba No1Sln38 *ON soious NMYOUCCH I NOIJNIHSVM 10 31 IULVMG 53m►f 1O311HOVV 03834 S94U ■ U66' -Il (069) T3l aww6 -- V:)o OOE• ANw 3ac*4SAVG SM vlv SJLOSIJHotjv s3.i.vrOossv rm"vw3a m4n _../1r __ r._ ... —.�. ......— .rr �..r a..+� +► "�. •�'�'_ , +...a - r - � r. �- .rr..... .ii� w.r —w�. rw..+. �. �.►� t AL c TWNk (3) NJFW 'NlA *0'_J tV oc - Na 01 nia t N33 'S'O'3 Ma 01 r a L, ONUSDC3 - (3) 3MM S" 3WVd HlIIA X11 =2l� WOO AM 3W#AGWH : KL 'W l is - .O x . - S ! S is - .3 - .L x .0 - S , l J CDV Hl ISiA00S' iy 111' 1S - .0--,� X .0 - S Sd IS t0► C') p 0 > >' Z � =33 Q ��ci ° �c 3 �oa�� o ,� 3 : 1 :3 . y = X13M 800c) P t 0- r% r — f �., .. Tor 1 1 I` 1 1 E�ZY 4of r _ sm i LWV 0 3M - _ (01 =o dJli,) 30co NOVO l A9saa � , S *03H SY GaTWn H01VI 01 SAOaNWA 15 'Wf1Tr 'aow (W _M 1941 ! Q00C 0 3 AOWMi bw owd � 9Nkidt2LL�lY�A I '�ao� a�aNluo (W A" :0 3&%= T1V.1.51�I 15 C� loe �4 ��lY/� 33S I �O 3d00s VIOS/d i l I L�J 1 � c 9NIdd1?11SH3K1V W : wm X1100 (W TIV1sN ! 3aV aad ! 0 _ -swooc '9r' = m* 'os wn Psw sm , %oip 4 %ww t Out m (4) . SV• .00l 'OO•n p� «N'xoc a w �ltsloA i0 ol : 0" Iran ION "MIS %a" %st-C si 640511 (o o' &• aom pw w=n Pssr M mn'%s« q 0umdm (V f INA iM INSA ay a &VIW MIMP 0 % 00 uD /oft s*M p*4n mW (v f P► Via/ P mad xw"n uo uMp z wogw r - jopm4w 01 VPWD uaqw rN (9 ' 1pt ml w►� c� :slap xqq a p osws" 44 a aft*" ANA"* WM% p vo avx1 io OC = M 1w spMNM I=" 'p w vdop r Oval= M M Psis aQ at F brk - pu sf ugpn4suM SM A PoWIM pi &4pm QMWAMl 'SIN M wo wwWu oo j% p"f*o ow MpmOdn uopMMM S&PNIM ar PA w pase'* 0 1 MAMA I&" on 0 po .sa.K. eM WM &MPM WS VMGM P.M.k MN APEM* ow oup M. sMa Mug m u p M "PW "R �,00 a�q we law" Sssyl Ism P�sN ev 4" '1") am us a &wpm a Alp" s"w out ANNU Ao s a &*p AW aWA4 1sk rw wa a mian + ^MM i0ow it a in Mrs At 49M p .door s4L IM Fwpwl Alan' E f / f / ►'_ 1 (W I 4 i i i { bars 19v3 �! - srr �x�e NorTYw (Ni aAoev 9SY - .o-,� 919 - a Ol ( HO1yw ' 1 NOrTY1d "Mrlr W 'aOW ('W (v m uo a A AA C 3cKM f i i - NOITYwI: i * I , I 1 I - - K r x 4 'S4• 7 r r... 3� r 7 affil 514.1 (W _ dJl,l� 5 31.SV lld I (3) NI voUa W ! YI'.4 — �._ --i- ldl1J ;r V 1 75V� (W -- drN ,O-,L (zfI'N J -Pet ,o-,t (41W .I -4 .o-, ('zfrN .I-,el .o-P ��i�N .1 -,el :o-, f3'I�/U . -.el -� rO IzIC 0)lM3d :M011oa a000 399S LI dSZSF OXF43d :r lS OM., 33M 3995 O W 3d =S81VW CNv SCV 3 -31700 , k9 3N3 HIM . 01 C3TrWlSNi Si 0-100Ld O Nw3d ONMOT101 3Hi 3^ V H - TNHS ( 6) 03iV010N1 SV S8000 ONLLSO(3 31,0 V❑ In I N n9L I 9L NM O 1,I I f aZvi 8 1 � 3k�0� ! I HJl1i1�1 Ad0NVO I I Y r�r Y Y If cw i � Y Y Q 10-,z �I P�'I�N „t-.L1 .0 f 3• I�N .5r,L1 .o-,t II 1 I I M - MV15NI ! WINO2W - W00a Q 1No-a 311 N 336 . I ! N�)ol al3art (N) - nV ! t o I� s31MIdi arty V 19W A !W QOM �AO dWPLAM WOW AAQLNJI a also" "Ift "WA ano�s3ru +� INMFUMIS. S 93sot0 -JMS, MS 1 w 73OL.s; As sl 3evu um3nasmw Im M OaMM P t 0- r% r — f �., .. Tor 1 1 I` 1 1 E�ZY 4of r _ sm i LWV 0 3M - _ (01 =o dJli,) 30co NOVO l A9saa � , S *03H SY GaTWn H01VI 01 SAOaNWA 15 'Wf1Tr 'aow (W _M 1941 ! Q00C 0 3 AOWMi bw owd � 9Nkidt2LL�lY�A I '�ao� a�aNluo (W A" :0 3&%= T1V.1.51�I 15 C� loe �4 ��lY/� 33S I �O 3d00s VIOS/d i l I L�J 1 � c 9NIdd1?11SH3K1V W : wm X1100 (W TIV1sN ! 3aV aad ! 0 _ -swooc '9r' = m* 'os wn Psw sm , %oip 4 %ww t Out m (4) . SV• .00l 'OO•n p� «N'xoc a w �ltsloA i0 ol : 0" Iran ION "MIS %a" %st-C si 640511 (o o' &• aom pw w=n Pssr M mn'%s« q 0umdm (V f INA iM INSA ay a &VIW MIMP 0 % 00 uD /oft s*M p*4n mW (v f P► Via/ P mad xw"n uo uMp z wogw r - jopm4w 01 VPWD uaqw rN (9 ' 1pt ml w►� c� :slap xqq a p osws" 44 a aft*" ANA"* WM% p vo avx1 io OC = M 1w spMNM I=" 'p w vdop r Oval= M M Psis aQ at F brk - pu sf ugpn4suM SM A PoWIM pi &4pm QMWAMl 'SIN M wo wwWu oo j% p"f*o ow MpmOdn uopMMM S&PNIM ar PA w pase'* 0 1 MAMA I&" on 0 po .sa.K. eM WM &MPM WS VMGM P.M.k MN APEM* ow oup M. sMa Mug m u p M "PW "R �,00 a�q we law" Sssyl Ism P�sN ev 4" '1") am us a &wpm a Alp" s"w out ANNU Ao s a &*p AW aWA4 1sk rw wa a mian + ^MM i0ow it a in Mrs At 49M p .door s4L IM Fwpwl Alan' E f / f / ►'_ 1 (W I 4 i i i { bars 19v3 �! - srr �x�e NorTYw (Ni aAoev 9SY - .o-,� 919 - a Ol ( HO1yw ' 1 NOrTY1d "Mrlr W 'aOW ('W (v m uo a A AA C 3cKM f i i - NOITYwI: i * I , I 1 I - - K r x 4 'S4• 7 r r... 3� r 7 affil 514.1 (W _ dJl,l� 5 31.SV lld I (3) NI voUa W ! YI'.4 — �._ --i- ldl1J ;r V 1 75V� (W -- drN ,O-,L (zfI'N J -Pet ,o-,t (41W .I -4 .o-, ('zfrN .I-,el .o-P ��i�N .1 -,el :o-, f3'I�/U . -.el -� rO IzIC 0)lM3d :M011oa a000 399S LI dSZSF OXF43d :r lS OM., 33M 3995 O W 3d =S81VW CNv SCV 3 -31700 , k9 3N3 HIM . 01 C3TrWlSNi Si 0-100Ld O Nw3d ONMOT101 3Hi 3^ V H - TNHS ( 6) 03iV010N1 SV S8000 ONLLSO(3 31,0 V❑ In I N n9L I 9L NM O 1,I I f aZvi 8 1 � 3k�0� ! I HJl1i1�1 Ad0NVO I I Y r�r Y Y If cw i � Y Y Q 10-,z �I P�'I�N „t-.L1 .0 f 3• I�N .5r,L1 .o-,t II 1 I I M - MV15NI ! WINO2W - W00a Q 1No-a 311 N 336 . I ! N�)ol al3art (N) - nV ! t o I� s31MIdi arty V 19W A !W QOM �AO dWPLAM .- 0 SOOPE OF WOM 1111111111f _,,, N 65M FLASHING r ke OT EMAI i vw (E) 4 RD � - i - A � � � eE MECw�NIC�.. � � i f%M MrV4. LUT LCXATIONS(TYP) ---A001F 50RIEN SIM W-om � LOWI � CAM 4 (1E) 4 OF VIOW RD . . ........ jit rp 461-6 :41'1 0 Lx*ff Yells L A W �L l SCOPE OF WOW Z CANOPY 13.1 I MATCH UW A Al2.2 FOR MA WOOF 0 A22 SCOPE OF WOW N FABRV., P 4w EN.L*4K CREMATTEI ASSOCIATES ARC *-WTECTS AIA 1155 BAYSHOOM WWY *300 NKJWJLJr*Jr.00*,#wM - CA - 9401 ■ TM (6W) 692-99" FAX (630) 6926-074I ■ 7765 REGISTER-CC) ARCHITECT JAMB TTEI OFWASHNG /1/40 QI Oft 14001MATM W0105 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL MELD CONDITIONS AND COMPARE THEM WATH THE CONSTRUCTION DOCL*ANTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT z � J z a. t w um an 0 D 0 0 a: a: > z ZJ D W co C Z 4c U �C Z < ,� _ Z p < z '� Lu C] Moo WE JOB "I A W 10 OF ar 4 r, J z C FNSfi NOTES $COVE OF WOW O ® Q EXISTING PLASTER /CONCRETE WALLS - PANT REMOVE (E) GLASS. REPLACE w/ TEMPERED. COLOR / TINT TO MATCH (E) (N) METAL PANEL WALL o/ (E) CONC. WALL (N ) SKMICOAT PLASTER o/ (E) CONC. MASONRY (MALL - PAINT � `'J REMOVE (E) PLYWOOD PANELS, INSTALL (N) PREFABRICATED METAL EYEBROW NDOW5 (N) GLASS WINDOWS IN (E) FRAMES. COLOR / TINT TO MATCH (£) CANOPY w/ FLUSH FACE CANOPY STEEL COLUMNS (N) METAL SPANDREL PANELS - O N) SPLIT -FACE CONC. MASONRY WALL - REMOVE (E) PLYWOOD PALLS PAINT (E) GE.0 -LAM BEAMS -PAINT ® (N) FABRIC CANOPY o/ (E) CANOPY FR AMEWORK (N) �� (N) ME TAL PANEL FASCIA o/ (E) STRUCTURE. ATTACH TO (E) FASCIA AS REC. ® ® O ® (N) 0/ (E) METAL CAP FLASHING -PAINT ® (E) VENTILAtOR CAP (BEYOND) (NO�RONT DOOR Mt � (E) PLAZA CANOPY - PAINT (N ) METAL ROLL -UP DOOR - P AINT (N) METAL MAN DOOW - PAINT (N) PUNSTER FASCIA TO MATCH (E) PLASTER FASCIA (N) SK�1 COAX PLASTER FINISH o/ (N) CONCRETE MASONR WALL ® ® (N) SLACK CRAM! LINK DOOR r/ WOOD SLATS N) PAINTED METAL ABOVE GROUND QL TIM( (N) PREFABRICATED ENCLOSED METAL SOFFIT (N) PAINTED METAL 90LLAADS ) DIET CAP FIASWNG SCREEN r/ (N) CONC. RAMP W/ PAINTED METAL HANDRAIL (E) GROOVED POURED CONCRETE WALL - PANT � WALL PACK -SEE ELECTRICAL (N) SNACK NNYL CHAIN-LINK ff-MCE * WINDOWS AND STOREFRONT DOORS TO BE CLEAR SOLAR TINT GLAZING (MATCH E)OS CO LOR ) .` 1\16' (17, ADMINISTRATION BULDING -NORTH ELEVATION veo- . -o- �, ew1.Dlws �- AvMtnrlsTRr+ITION eulLnnr6 (�xlsT T}EAT�R aNS 0 r_" L U : o IS" AL AZA TV co (W MULLION • +q' -O" (SM SHT AIZJ) s i - MATCH (I-) COLOR. , i LU PAINT INSCE OF 6LA56 FLAT f t sTOREFR+ONT �- FOR SPAT EL PANEL MM) i I DOORS S p o \ Q , l AD BL&DNG - EAST VATK)N ,V. ir-w A.M. FLASHIN& o/ uM. FLASHING ALWA SOW METAL NDWGH PANELS VV N.M. k%fl% - ATTACH TO ?0PY AS RSQ. 0`1P) P) 5C4A TO BE FLUSH . PANELS NV NO NNN6. ALL (W AWOWCTOSE ED YV SANE COLOR ALUM. FASCIA O/ V RU 11M E (V.Ifj ALUM. FUNFE TQ M1 - GUIFt TO MATCH (1) PANELS (N) METAL PANEL FASCIA re-7 i AD1A1 BLDG CANOPY MECH• SCREEN - 17, 116 15 1 14 ` OF OF iC lt � i PAW �7 Amo - MATCN V C.OLOiR ` PAW OF 6LAW FLAT � � 1 BLACK FAt PAWL . 15 C) '10 � f ;1 14 x,13 2 F 'AT C TcR OF VXM o a w 92 vrre t-w BLUNK TTEI ASSOCIATES AR CTS AIA ISM BAYSHCME MIYY *300 CA -- 94010 ■ TEL WWI) 692 --99" FAX (630) 692 —<YM T 7M REGISTERED H JAMS DEYAYT'E i TATE OF WASHNGTON I DRS M 0019GAT10N 5110/05 NO. REVISION DATE IT IS THE RESPONSIBI OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM MATH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIvrnES- ERRORS, OMISSM OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IIAMEDIATELY BE REPORTED TO THE ARCHITECT V Z �w t w a 0 o� o�< > Z --� p to Q ,_, z o Z.j M — W m �" cr. Z o: O w <V < W a: .'Z < o 3 Q W Z H- W x w 1301 �D DATE JOB %C_ 2OD7 A13ol T 0 of w M 'i � i.o.�w. - r �*.: i.l�- +�t. n/r!�/►+ ��.- .!� +r -.. N Hw+. ..- �i,. w -.... v' w t« _ - .r+ -.� .. _ +...� .w-- .. .T , .- .w,.,.� �-+w� .. ^. .... -. ..- �►+.+ �. �.�� ...�.e• �. w. .'..• - "�wawr.- - s. -r-+w �.� _..�. _.'Saw. — '�..� -.. _ — — _..,�V'+�`•- +. ►�_�.1�. -- 1r+.�..���1. --w— --- ..V� -+�^ .�.�.. .... - may �.r�.w� -- - 'fie[ - SI�•�rw�.�+w.�� aarfFs...f a---wm .- '_-�- V 4b I 4 • 40 3W-or Is FT+SSH NOTES wopE of wow EXISTING PLASTER /CONCRETE WALLS - REMOVE (E) PLYWOOD PANELS. INSTALL �e1 (N) PREFABRICATED METAL EYEBROW Q (N) 0/ (E) METAL CAP FLASHING � (N) METAL ROLL--UP DOOR - PAINT ® (N) GLASS WINDOWS IN (E) FRAMES. 00 CANOPY w FLUSH FACE CANOPY do - PAINT PAINT COLOR / TINT TO MATCH (E) STEEL COLUMNS REMOVE (E} GLASS. REPLACE w/ (N) METAL SP REMOVE E PLYWOOD SPANDREL PANELS -- - Q (E) VENTILATOR CAP (BEYOND) � (N) METAL MAN DOOR -PAINT AN TEMPERED GLASS. COLOR / TINT TO (N) SPLIT -FACE CONC. MASONRY WALL MATCH (E) () PANELS PAINT (N) STOREFRONT DOOR do � WINDOWS* � (N) PLASTER FASCIA TO MATCH 3 (N) METAL. PANEL WALL o/ (E) CONC. WALL (E ) all-LAM BEAMS -PAINT (N) FABRIC CANOPY o/ (E) CANOPY O FRAMEWORK (E) PLASTER FASCIA T (N) ROOFING Q (E) PLAZA CANOPY - PAINT ® (N) SKIM COAT PLASTER FINISH o/ 4 (N) SKIMCOAT PLASTER o/ (E) N METAL PANEL FASCIA o/ (E) (N) CONCRETE MASONRY WALL CONC -- . MASONRY WALL PAINT ( ) STRUCTURE. ATTACH TO (E) FASCIA AS REQ. som of wow - I.r rr r r • - ® (N) BLACK CHAIN UNK DOOR w/ ® (N) CONC. RAMP W/ PAINTED WOOD SLATS METAL HANDRAIL (N) PAINTED METAL ABOVE GROUND ® (E) GROOVED POURED CONCRETE FUEL TANK WALL -- PAINT ® (N) PREFABRICATED ENCLOSED a WALL PACK -- SEE ELECTRICAL METAL SOFFIT (N) PAINTED METAL BOLLARDS (N) BLACK VINYL CHAIN-LINK FENCE * WINDOWS AND STOREFRONT DOORS TO BE CLEAR (N) EIFS MECHANICAL SCREEN w/ ANODIZED ALUMINUM WITH SOLAR TINT GLAZING ME TAL CAP FLASHING (MATCH EXISTING COLOR) 0 t N } N MECHANICAL S T ,/ SCREEN i C4 CV I CO i (N) ELECT VAULT + ADMINISTRATION BUILDING � 0 PLAZA ! d � � � MAINTENANCE BUILDING � 1 ENCA -05LIM i (E) THEATER M 50MIN6 ALLEY T (E°lEYow) . —.rr.. ....r...� .ter � �.. -.r... ---- --- i � U DOM "ISPOUT ; ........ ;._ SEE ROOF PLAN 5� 2/A132 ® 1 Mot 1 _..- ..�:.- .::. ....�;.. :... -.. .:.:..''..•.•;. .'... � Iii � ow f tJ fj h I I 11 fill (2 AQ •r • ... .. ♦ ` ♦ ' - 1 I W - - • rlr— !r• i L16HT SAND EIFS t OPEN TO N C 4AIN -LINK I FIN. SRAM i TEXTURE (TYP) PLAZA I EENGE NV GATE ._. _ _ – _ _ _.. _ _ _ _ ... _._ . _ OF wa�c 1 ,n � _____ �.. ____ � �...� � .� � �.. .� i MEDIUM SAM EIFS - ' � , ��, �. "`' ,.. , � ; �_ ._�`, !� �_' � m ,N ,, ;G �,R ,,T, 9��C�PE OF wow J O 8 Ib 32 ADMINISTRATION BULDING - WEST ELEVATION ME ,w- t -w 20 6A 65M CAP FIA5WIN5 - 4PE TO DRAIN N) 20 6A 65M BASE FLA5H1N& E--- � �, t CANT STRIP (NOTE Y�RAP AQ CRICKET 20 6A 65M e 1 11116 BASE FLASHING OVER PARAPET - CANT STRAP TO CON COVER CZWf BTE AWhK* S) ElF5 !" ?'WX I o/ "" E TERION FIRRATED 6YP5 ATi P4& of W STEEL P*49M OG sm s jTmi iT.IRAL SM A152 FM f'S F 45k L OCA �1�S AL (AI)1. nee Yr/ Cow. ANCHORS, SEf STRUCTURAL W .�UJPPER: 2" ASV. ROOF SCA PPM ,a §rAim AREA (NJ SUILTr•M ROOF, N.OPE TO SCUPPER BASE FLASI~HN6 t CANT STRIP (NOTE - YVAP BASE FLASHING OVER PARAPET) N 5GUP'pm SEE ROOF PLAN SHEET AI22 SLOPE 0/4" PER FOOT, MINJ (4) ROOT STRUCTURE, N MALL STRUGTME, 5Ef 5114GTURAL SEE STRUCTIRAL AL16N FF (E) LONG. WALL MOVE e.EGTRjcAL VAU T T+��AT���rurE • 5/8' TYPE X GYP BD o/ 3 "m x 25 6A MET STIJi?'' • I • 24' OL. (�} STRUCTI�ZE OVER ceLING a- ;TRIO%- VAu.T VA§tfM 5TAIR MEYOW) 4'-O' A.F.F. 0 C•adG. RAND' ML'11/E FR CM CAL VAULT - . p CC M. RAW IN FOWLER _ TNEATER CONG 36iON AFWA PATCH R8'AIlZ i 043 I �? B.EGTRIG/1L VAST i! 0 CI NG. Yom_ + I • 13 ;TRICAL VAUL a i COOR TO �► EXCTRICAI V.A LT I YOB) w ELEGTRIf',�IL VAST 1FF. A4CAW STAR MEYOW) 1 F L L L ..� i (NV 20 6A 65M GAP FLASHING - SLOPE TO DRAIN EAU ALCOA 5ANC" H NET. PANELS o/ S TEEL FRAHNl6 - SEE 51144T. (N) STL. SLIPPOR FOR NET. FRAMN S t FASCIA - sm STRUC L N cEi1.INi6 4'-O' A.F.F. (NJ EIFS. PLASTER WYOND N SPRAYW PLASTER Fes! a M) coNG. rw.L - SM ^02 FOR FR45M EIFS HORIZONTAL JOINT (TYP) (w coMC. MLL • 151 ;TRKAL V/IILT F. N STL. SLi PrORT FOR NET. FRAM0 6 AND FASCIA - i i 5Ef STRUCT, o HIETAL PANELS o/ NET. - -� FRAN4Nib - 51EE STRUCT. = V �U E.I.F.S. PILASTER BEYOND, CONC. YELL. -- 0 uwu rw.L SPRAYM ElP5 PLASTER FnftH of (w cowl. YAL.L - SM At3.2 FOR F*ftH -. N RE-DAR DOV43.5 TO D .. . ,:- (9) 4* CONC. SLAB W - - - - - 6014 ,AW~ mw o/ (NJ - V AAOR e R o/ cw FLL s - %b, - D / w FOIORim p - C"4T <w S QXBF K 5m CAV1L ML r �� � -�_... � w., -�_ — � „�wr�wr' ^.11�A "'^•"s._'V�I�' ..'� _ •�rrr.�'.�I . •. - .Iw'�' mow' _� ",....r• -- -..� -- . ••' -- ••" -�•- -• ...�- w• +- •.! -' .w�.� -...- � - -.. .r. -� ... -w •� ... -s - - .vim -tea. ..�- .'�.• -. - �. _ -_... +.w. _,..., -- ....... _. -.�. ...-_ _ ...,- .. '�+., r..• �e••.�.. ....•..�. .r.� —rte A n Q LF STORA(�, ADM/i BLDQ -- .�— .r _.. _.� --�. r•. 'fin. -.. r► ..- �1•�. �+�. w. ..r.� � -,.•.� ,. 1 �•r �.... ..:i.- .mow - _. . +_— . — !_�►•. �.Jr_ —s' �•�r••�.��' "' ��r. ter.. .�,.^.� - ..-+.1•�!_ �.�•..�...�'�._s a�.+.v ..�,. .a.l�� - . • 11!' • T-Q BLS MM L7CMA I I w ASSOCIATES ARCHITECTS AIA U" BAYSHCME 1- WY 0300 TEL (6m) 692 -9911 FAX (6W) 692 -C"M 7M REGISTERED ARCHITECT JAM DWTm ATE OF WA,SHWGTON /2 OS DR8 M1001196ATM 5110/05 NO. REVISION DATE IT IS THE RESPONSIBiUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE C ONSTRUC TION DOCUMENT,. BEF ORS COMM ON OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDI ATELY BE REPORTED TO THE ARCHITECT a 0 z a: o z — w a J C!) Q J Z 50 z.j W m F Z cc 0 w J <� Q W z t o filimmillf, a Z a O — W Z I— W L] g Q w DATE .108 !SIC. UAMM 20WW A13 1 w Is "z --go"76III - yl p : 7- is r i �' Mumma" W, - or NIF MM L16W FIX PILASTER - SEE SCM OF WM 113 A19.1 FOR HE1604T (TI 17. I a1 r t � ! i � � I ice.. ___ - _...__._._.___.�._. .__. __._. ! I -- - - - - -. ' _ ._ - _w.. � �_ , � F7 off f MATCH IDE C A r s % ol A"T r MATCH UWn t �.�E C Aal L r yo :: c 7 Z.. 8 -A&lB SEE A&B FOR MANTENANCE BLALDING BREAK-K)OM low'. REF CEI PLAN NOT - ±. -EGEND TED f -& ALL ITEMS ARE NEW UNLESS OTHERWISE NOTED. 1 _ REFLECTED CELJW, PLAN IS FOR THE LAYOUT OF THE NEw SUSPENDED AND 14. ALL HANGERS SHALL BE WRAPPED IN A MINIMUM OF 3 FULL WRAPS, CE: N Ir E F GYPSUM 90AI CEItJNM LIGHT FIXTURE LoCATxAtS AND TYPES AM SWITCH 1. EMERGENCY LIGHTING WILL BE PROMDED AS REQUIRED BY !.B.C. _OCAT M ONLY. SEE ELECTRwx FOR FoMjRE SPECIFICATIONS. CIRQATRY AND 15. MAIN RUW4ERS SHALL NOT BE LET INTO. NOR COW IN CONTACT WITH. AWTTING SECTION 1006-3. SEE DESIGN/BUILD ELECTRICAL LIGHTING PLANS FOR LIGHT SWTCHINI U.O.N. ON THM PLAN_ WALLS. RIIIIII CHAN1NELS SHALL BE LOCATED 07HIN 16" OF WALLS E] 2 X 2 RECESSED FLUOR. LIGHT FIXTURE ED HVAC SUPPLY GRILLE -SEE MECHANICAL EMERGENCY LIGHTING INFORMATION AND LOCATIONS. a (UTHONIA PAIRAMAX PM3, T-8 LAMPS, 9 CELLS) 2. F IR E PROTECTION LAYOUT IS BY GENERAL CONTRACTOR. SPRINKLER WADS "IL LE%IIM OF T-OM 11 EX LOS= AND GVPAW W � CBLM SVSIM SRO" RETURN GRILLE -- SEE MECHANICAL 2. LJGH CONTROLS SiiALL COMPLY WIT W.S.E.C. SECTION 1513. SHALL NOT OVERLAP THE CELJNG GRID AM SHALL BE LOCATED CENTER OF THE K BY LMT LAWt 2 X 4 RECESSED FLUOR_ LIGHT FIXTURE 11 HVAC TILE, BOTH WAYS, ( '97. PROVIDE STAPILESSIS"llnESCUTCHEOW AT ALL CEILING OPENV*M LITHONA PARAMAX PM.3, T-8 LAMPS, 18 CELLS) HVAC EXHAUST GRILLE - SEE MECHANICAL 3 MECHANICAL SYSTEMS I U-) a I 2- TUBE FLUOR. STRIP LIGHT W/mRE GUARD 0 0. SHALL COMPLY WrH THE SYSTEM 3. CONTRACTOR To V4 EWY ALLI DI1MENSX)NS, IN FIELD- CONTRACTOR SHALL NOTIFY CC44MISSJONING REQUIREMENTS OF WASHNGTOIN STATE ENERGY CODE- THE AROVECT OF ANY FOD COP071ONS PRECLUDING THE SPECIFIED PLAM"T it call SNKL ___ 9( 111101 ALL WMIM BrAL%w 10 11011,11111E (WfMBER INDICATES LENGTH IN FEET CF FIXTURES. PRIOR TO PROCEEDING WITH rHE vKw_ FM MIWAM OUM COL IM EIC. 10 WOW01 IM 1EXHAUST FAN -- SEE MECHANICAL SECTION 1415.4. coMPuANCE SHALT BE REQUIRED FOR TENAN M. cum Now j so im F� FUM sm AS CEO am Im law" CER19FICATE OF OCCUPANCY. 4. CONTRACTOR SHALL. TEST ALL FIXTURES TO WWRE PWIWO WORIGING ORDER CLA6WY ALL 0010LOM IM IM A009N= FtS 01111COM WALL-MOUNTED FLUOR. FIXT. WALL-MOUNTED THERMOSTAT - SEE MECHANKI-'AL NUWBER 5 ALL LIGHT SAITCHES AND THEFAICISTATS SHALL BE MOUNTED AT Qr A-F.F. I& Call 9"L EN - in HIM PON INISAMLOMUNCIFAIL INDICATES LEINGTH 17V FEET) Iss OTHERism W7m. Cowm PLA-M-s SKALL' BE WHI1rE AND SWTCH DEVICE as my IMO AL 0*11M Imam 9 �UTHONA UN W/ WW GUARD) SHALL BE VHTE_ 244L Offou ILL My PLAIII10111116 __ i 0- 41 CELM-HUNG PLUORESCENT FIXTURE W/%W GUARD SPRWER HEAD - SEE DESIGN-BUILD SPRINKLER DWGS FAM OUCIM so As M wr 10 CoMor A Im Lx no L 6. GAI SWTChfS SHI RECEIVE ONE COVER PLATE_ E� CONSIOXWL UOM AM AM11 F§Mff — I As » an �LITHONlA NUMBER NINCATES LENGTH IN FEET WALL-MOUNTED "T SWITCH 49111111ft =100kWOR IMML A� C� FW `I�WIWW6 C� PLM OWL Nff K �� tl� Wf 2 AFP W/ WIRE GUARD) 10 ar�le.�a FOMM JIL 111�11E =111K as �111110 in MT AL =K C==X= LW4DER_CABj%ET FLUORESCENT EA7 SiGh. AJMW SHOWS DIKC 4L ALL SMAL K Cif IMI pis 01 A fUL C 10 1U NU1M9ER *401CATES, LENGTH IN FEET) SEE ELEC_ DWGS E 77, LL LIGHT FDMW&S W MWCTK U74.0 OR SWAP C10%IER CWR LITHOPMA LC" VNLM LOUVER LEIIM BAFFLE. M TC AVOID FD(TURE SOILING OR DAMAGE OR DOT%'L IL c8 911MIL K 11oM1110 AT sr-C � REMOVE CD%UM AT PROJECT USWo CLEAK 1*117E GLOVES RXrJRES RECESSED DOM "T SMOKE DETECTCA - SEE, ELEC. D%%W*. SMALL. BE NW01TAMOM GZAN AM AS P&M LA19PS SHALL BE I" AT PROJECT (UTHONA LPW) CQw%.rTxv& W CA RECESSED DOM "T - 11111ALIL ASTER SECURATY CAMIM (AFWMW 99M 011RECIUM I< Ck COLM GPM SYSIM 94ALL K @WALJO AS PER MANUFAVIUMUrS M01 $ PECFICAIIOIS AND IK IWAS 27- PROWDE CRAFT S1MP *AM CEILING CEILING AS NEOLMIED By CITY OF IUKULA FM (LITH DNA, LPaF) OF MERA.DASHIED LINE SHM CWun 313"PTAKUT. ROUWC OF CA&WtAS) �.. I m P3 401DW METAL HALIDE PIXTURE 23L PR-W TO T OF NST^JLA"k SLOW FVQE (UYHMA 74P - RGH RAY 0 16*-0' AFF) "NO 1- ALL I NErr U.O.N. SN1W OU••4S 70 AFACHFIM AND MTAft APPROMI& nor INE OTIY 400W EX I METAL HALM WALL PACK 2. SEE MECHAWAL DRAWAM FOR NVAC., ME: 12- Ail "ANIGM Am wt*cm cc* 11E coiwo Gw %WL K $WAUM w 1w (Or TUXULA FINE KORSHAL COKINACK0 TO OVA^ SEPARAW X15 INEQUIM - Ew - I F011 SPOWGQM SVSqDg PROWM A FIRE SPOWSMJM S►SXW MOCH iS COMPUM 0 (UlHa" T04 - MOUNT PER EXT aEVA7106) ELECTRICAL DRANDsM FOR LIGHTS & LSS SUS BRIED CBUW& 9UWWXtAC=t ftL favoossm 9v0. Afixv& BUT NOT Y LIUM vQ P1plKw rMLVM 1w pa"llm AAM n PSI 910—BL" SPRM ,a x mwegm Avo @Rpcm FoR owet rim SK%.L K INSTAuED By INE sys AM SPOMMUM REAM USE AMfIEV'S WILECIM COLIC DRAMPIM FOR SPIWOUR 4601MATI06. supmwww* - 151atim *wK nom " FOR LAVW CDOW HE *= 0 TALIM 11ELOCAlt ANY AI ML M 'UNE 104AT ft�tpffita_ 01" ROOM OR L1911M LAIWT- JW SEE #&I FC* 684ERW AND CrI IS I WCUM IMFIM ED FLM — -w__ - — ......--_ ___ — - — — — +.,I -, �� - . ........... ..... 16 ft • Is EN.UW CW.MATTEI ASSOCIATES ARC$-*TECTS AM 135rs BAVSHCME HWY #300 RLZtLR4NCsAAM - CA - 94010 TEL (630) 692--1 FAX (630) 6921-001 T WGISTERED ARCHITECT JAMB DBUTn I TE OF WASHNG I � 05 VW MOIDIFICATION 5110/05 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD C009NMONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENC3ES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT d r i sk an D 0 cc z J � � > z �C Z j W Im Z cr. Z IM cc 0w 0 low Imam, lown <c ILLJ Z < ,� Z w I aj 2 L. Uj �V� < 93 DATE JOB %c A16el SHEE r V CF W Is 9 S i 6 1 'i MA 4J II Id t I i I . t � 1 ❑ 0 1 � �l 1 rn' c I � -J . i' o i� OMNI. 00-�, Z m 00 lu z Ln z z z M Z r %-0, rn %.,e %...o o 0 rin C I N c: z > r► 0 ---4 C 0 Lu -n Ir to m rin m I I > ;0 ;D 0 w > > go. R > I c� 43 I m V) no c DO -1 m 0 c') z Z > --j > c M 0 > > o F V z MODMATM K wW SITE WROVEMENTS for 0- CENDANT CAR RENTAL GROUP, INC. D � ��� ��^ a o =20 nxvvu vinumwmL BOUXVARD 9 TLAWLA, WASHNGTON 98188 e ��gq��� ' � 8 4 � —� q � � r —+ s NEW QTA FACILITY poi � � � g FLOOR PLAN �a������ � � g � 0 J> < Sop 08 -MMI > Mi > M, > (a 95 m I j 1 rn' c I � -J . i' o i� OMNI. 00-�, Z m 00 lu z Ln z z z M Z r %-0, rn %.,e %...o o 0 rin C I N c: z > r► 0 ---4 C 0 Lu -n Ir to m rin m I I > ;0 ;D 0 w > > go. R > I c� 43 I m V) no c DO -1 m 0 c') z Z > --j > c M 0 > > o F V z MODMATM K wW SITE WROVEMENTS for 0- CENDANT CAR RENTAL GROUP, INC. D � ��� ��^ a o =20 nxvvu vinumwmL BOUXVARD 9 TLAWLA, WASHNGTON 98188 e ��gq��� ' � 8 4 � —� q � � r —+ s NEW QTA FACILITY poi � � � g FLOOR PLAN �a������ � � g � 0 J> < Sop 08 -MMI > Mi > M, > (a 95 m 46 12 ,11 ,1C� ,, ,4. 3, l NORTH ELEVATION H�� Ff E � ,D ,C, B,A �1 • 1 '+ 5 6 9. 1 ED CD - -- — A --- - .j nil �O5•o� 19' (10 8 5 6 `7 2 SOUTH ELEVA %'J '-"K: G .'H A 7.1 B I'C 11� f -Or D r A+ �. F�-4 .4 T ,,,, .TtR B1 LWK DEMA TTEI ASSOCIATES ARCHITECTS AIA '1 8AYSF4CXM H1KY •300 CA - 94010 TEl (650) 692 --9911 FAX (6.50) "20'161 ■ 7765 REGISTERED ARCHITECT DEMATTE, ATE OF WASI- W,TON 1 DRB MODIRGATM SW/05 NO. REVISION DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM *NTH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT • U T gas- am D 0 J � co) a Z F-- 0 Z.j W loc a < Z W U F-- J CC z 0 < a: Q tu Z 3 'Q J .m T X o T C� DATE JOB K4 2.7 • w OF - low ... ar..- `. ��• !�R - t - .w�7.��� -. : -__- __ .- IR 40 F: I 4 6 (� X11 14� �� �? �5`? ' ; K i ,' D t. c, \ B WEST ELEVATION • \ A ' , G H , , Pewr me c t EAST B.EVA NOT ( (9 j ( SPUT -FACE COW_ MASONRY WALL - (14) SKM COAT PLIES CFO SH 2 NOT ) NOT I (M) BLACK CHAIN LOW( FENiCE •� WOOD SLATS 0 �►f ; T t NOT Usm ® (M) METti FL CAP 90O - PAINT - (N) PAINTED METAL. ABOVE aKXJND FUEL TAW 0 (k) PRUAIIWATED ENCLOSED SAL SOFM. (TVP) IRWYED WTAL BOLLAWS '1 �✓ w usm (1 P>Aff�iC'JL1ED METAL E� CANO" •/ FLLIS" FACE CawoPY s ��t 1�1f � NOT (1) WTaL MM DOot - PAWT Nor USW wr llOrf � � 'BALL PA ( - 'SEE ,, ..00.5 A0 Mr DO= W K �� WW SOLAR I T QLAZW (W►xH EMS CoLot) A+ �. F�-4 .4 T ,,,, .TtR B1 LWK DEMA TTEI ASSOCIATES ARCHITECTS AIA '1 8AYSF4CXM H1KY •300 CA - 94010 TEl (650) 692 --9911 FAX (6.50) "20'161 ■ 7765 REGISTERED ARCHITECT DEMATTE, ATE OF WASI- W,TON 1 DRB MODIRGATM SW/05 NO. REVISION DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM *NTH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT • U T gas- am D 0 J � co) a Z F-- 0 Z.j W loc a < Z W U F-- J CC z 0 < a: Q tu Z 3 'Q J .m T X o T C� DATE JOB K4 2.7 • w OF - low ... ar..- `. ��• !�R - t - .w�7.��� -. : -__- __ .- IR 40 F: I 4 6 (� X11 14� �� �? �5`? ' ; K i ,' D t. c, \ B WEST ELEVATION • \ A ' , G H , , Pewr me c t EAST B.EVA + X O 0 0 t I . +i ! x K FUEL TAW K l I K ELECT. 3-0 1 �` STORAGE :kW c I � . ol l 0 C 6 ( ' 1 0 ;� j I t o J 0 777717= TRASH 302 7 21 t2l_ % t oi lob 12 CaNG PLAN NOTES 1. REFLECTED CEILING PLAN IS FOR THE LAYOUT OF TME NEW SUSPENDED AND GYPSUM BOARD CEILINGS, LIGHT FIXTURE LOCATIONS AND TYPES AND SWITCH LOCATION ONLY. SEE ELECTRICAL FOR FIXTURE SPECIFICATIOINS. CIRCUITRY AND LIGHT SWITCHING, U.O.N. ON THIS PLAN. 2. FIRE PROTECTION LAYOUT IS BY GENERAL CONTRACTOR. SPRINKLER HEADS SHALL NOT OVERLAP THE CEILING GRID AND SHALL BE LOCATED CENTER OF THE TILE. BOTH WAYS. 3. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY FIELD CONDITIONS PRECLUDING THE SPECIFIED PLACEMENT OF FIXTURES. PRIOR TO PROCEEDING WITH THE WORK. 4. CONTRACTOR SHALL TEST ALL FIXTURES TO INSURE PROPER WORKING ORDER. 5. ALL UGHT SWITCHES AND THERMOSTATS SHALL BE MOUNTED AT 48" A.F.F. UNLESS OTHERWISE NOTED. COVER PLATES SHALL BE WHITE AND SWITCH DEVICE SHALL BE WHITE. 6. GANGED SWITCHES SHALL RECEIVE ONE COVER PLATE. 7. GENEM COMMAC SMALL %VNIFY 1111100M ASM CUM FOR SPON FDCTUiE�a PAM TO a Illllft FKROM & ALL IIHALL K COCIIISIM @M WAYS CM A FULL CELM lU UNLEW an—t— WmAlm 9. M E " ACCUSWAL CMW OWL K MOLMM AT IV-0 UNLESS 0_ I - ww9ft"woposs. 111com 10. CEILING GRID SYSTEM SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 11. COM SY57M OWL CQNFM COMPLMY TO 2003 Wft = $111UMP.AL FOR MISTALlA1ai 12. ALL HANGERS AND BRACING FOR THE CEILING GRID SHALL BE INSTALLED BY THE SUSPENDED CEILING SUBCONTRACTOR. 13. ALL HANGERS AND BRACING FOR OTHER ITEMS SHALL BE INSTALLED BY THE SUBCONTRACTOR INSTALLING THOSE ITEMS. 14. ALL HANGERS SHALL BE *RAPPED IN A MNL*JM OF 3 FULL WRAPS. 15. MAIN RUNNERS SHALL NOT BE LET INTO, NOR COME IN CONTACT WITH, ABUTTING WALLS. RUNNER CHANNELS SHALL, BE LOCATED WITHIN 16 OF WALLS. IL U013AID OF T-•11A& 111= UMM AND QVIlM 90AW CERM SYSIM SHALL K By UGHT L4mL 17. PROVIDE STAINLESS STEEL ESCUTCHEONS AT ALL CEILING OPENINGS. 94 ML 0 0 W MAN W= V ALL IRAM W4M%C TO RIMM CLFARANCLS FM FWWAM Dt=► CMMM M ErEISAlItY 70 MAINTAN IM FIIIIIIIIIN CUM HENW AMM IM FNIlSH RAM 11LAD AS N01M CM IM ORAMM CLAFAFY ALL CCNFWM WIN IHIE ANNIECII FOR DFAZWL 19. COMIRACTOR $HALL %WIFY 910910 REW 013110101011S AND LOCA7101 OF ALL P•UkEN06 NEW tlllxllMiCIA1. DUC136 AND ANY AND ALL ORM EX11SIM mmmc____ W111=113"t SMALL DWALL ALL NEW PCIA1100 FAW► OtLwM CONDUFM ETQ 90 AS NOT 10 COMM WIN ANNOD ALL FIN NIC calls'lluc LX*M AM 01M FOCRM LACA1101iS AS slomi ON NEFLEC RD CELM PLAN SHALL MY K MIZIM UNLESS Olm NEC m By APASITWT. 21L PIioMOE SMOG IDEIEClUtS AS FAMAWAD TO MW ALL CM 21. INSTALL LIGHT FIXTURES WITH PROTECTIVE MYLAR OR SIMILAR COVER OVER LOUVER LENS, BAFFLE. ETC. TO AVOID FIXTURE SOIUNG OR DAMAGE OR BOTH. REMOVE COVERS AT PROJECT CONCLUSION, USING CLEAN, WHITE GLOVES. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. LAMPS SHALL BE NEW AT PROJECT 22- PROVIDE DRAFT STOP ABOVE CEILING AS REQUIRED BY CITY OF TUKVALA FIRE DEPARTMENT. 23. PRIOR TO COMMENCEMENT OF INSTALLATION. SUBMIT DESIGN—BUILD FIRE SPRM-ER SHOP DRAWINGS TO ARCHITECT AND OBTAIN APPROVAL FROM THE CITY OF TUKV*A FIRE MARSHAL CONTRACTOR TO OBTAIN SEPARATE PERMITS REWIRED FOR SPRINKLER SYSTEM. PROVIDE A FIRE SPRINKLER SYSTEM WHICH IS COMPLETE IN ALL REGARDS, INCLUDING. BUT NOT NECESSARILY UNITED TO. PIPING, VALVES. SPRINKLER SYSTEM AND SPRINKLER HEADS. USE ARCHlITECl*S REFLECTED CER.Jt4G PLAN FOR LAYOUT GUIME]LINIES, CENTER HEADS IN TILES. RELOCATE ANY SPR*4Q.ER LINE THAT INTERFERES WITH PAR71TION OR UGHTING LAYOUT. wzwz t. - 12 CaNG PLAN NOTES 1. REFLECTED CEILING PLAN IS FOR THE LAYOUT OF TME NEW SUSPENDED AND GYPSUM BOARD CEILINGS, LIGHT FIXTURE LOCATIONS AND TYPES AND SWITCH LOCATION ONLY. SEE ELECTRICAL FOR FIXTURE SPECIFICATIOINS. CIRCUITRY AND LIGHT SWITCHING, U.O.N. ON THIS PLAN. 2. FIRE PROTECTION LAYOUT IS BY GENERAL CONTRACTOR. SPRINKLER HEADS SHALL NOT OVERLAP THE CEILING GRID AND SHALL BE LOCATED CENTER OF THE TILE. BOTH WAYS. 3. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY FIELD CONDITIONS PRECLUDING THE SPECIFIED PLACEMENT OF FIXTURES. PRIOR TO PROCEEDING WITH THE WORK. 4. CONTRACTOR SHALL TEST ALL FIXTURES TO INSURE PROPER WORKING ORDER. 5. ALL UGHT SWITCHES AND THERMOSTATS SHALL BE MOUNTED AT 48" A.F.F. UNLESS OTHERWISE NOTED. COVER PLATES SHALL BE WHITE AND SWITCH DEVICE SHALL BE WHITE. 6. GANGED SWITCHES SHALL RECEIVE ONE COVER PLATE. 7. GENEM COMMAC SMALL %VNIFY 1111100M ASM CUM FOR SPON FDCTUiE�a PAM TO a Illllft FKROM & ALL IIHALL K COCIIISIM @M WAYS CM A FULL CELM lU UNLEW an—t— WmAlm 9. M E " ACCUSWAL CMW OWL K MOLMM AT IV-0 UNLESS 0_ I - ww9ft"woposs. 111com 10. CEILING GRID SYSTEM SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 11. COM SY57M OWL CQNFM COMPLMY TO 2003 Wft = $111UMP.AL FOR MISTALlA1ai 12. ALL HANGERS AND BRACING FOR THE CEILING GRID SHALL BE INSTALLED BY THE SUSPENDED CEILING SUBCONTRACTOR. 13. ALL HANGERS AND BRACING FOR OTHER ITEMS SHALL BE INSTALLED BY THE SUBCONTRACTOR INSTALLING THOSE ITEMS. 14. ALL HANGERS SHALL BE *RAPPED IN A MNL*JM OF 3 FULL WRAPS. 15. MAIN RUNNERS SHALL NOT BE LET INTO, NOR COME IN CONTACT WITH, ABUTTING WALLS. RUNNER CHANNELS SHALL, BE LOCATED WITHIN 16 OF WALLS. IL U013AID OF T-•11A& 111= UMM AND QVIlM 90AW CERM SYSIM SHALL K By UGHT L4mL 17. PROVIDE STAINLESS STEEL ESCUTCHEONS AT ALL CEILING OPENINGS. 94 ML 0 0 W MAN W= V ALL IRAM W4M%C TO RIMM CLFARANCLS FM FWWAM Dt=► CMMM M ErEISAlItY 70 MAINTAN IM FIIIIIIIIIN CUM HENW AMM IM FNIlSH RAM 11LAD AS N01M CM IM ORAMM CLAFAFY ALL CCNFWM WIN IHIE ANNIECII FOR DFAZWL 19. COMIRACTOR $HALL %WIFY 910910 REW 013110101011S AND LOCA7101 OF ALL P•UkEN06 NEW tlllxllMiCIA1. DUC136 AND ANY AND ALL ORM EX11SIM mmmc____ W111=113"t SMALL DWALL ALL NEW PCIA1100 FAW► OtLwM CONDUFM ETQ 90 AS NOT 10 COMM WIN ANNOD ALL FIN NIC calls'lluc LX*M AM 01M FOCRM LACA1101iS AS slomi ON NEFLEC RD CELM PLAN SHALL MY K MIZIM UNLESS Olm NEC m By APASITWT. 21L PIioMOE SMOG IDEIEClUtS AS FAMAWAD TO MW ALL CM 21. INSTALL LIGHT FIXTURES WITH PROTECTIVE MYLAR OR SIMILAR COVER OVER LOUVER LENS, BAFFLE. ETC. TO AVOID FIXTURE SOIUNG OR DAMAGE OR BOTH. REMOVE COVERS AT PROJECT CONCLUSION, USING CLEAN, WHITE GLOVES. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. LAMPS SHALL BE NEW AT PROJECT 22- PROVIDE DRAFT STOP ABOVE CEILING AS REQUIRED BY CITY OF TUKVALA FIRE DEPARTMENT. 23. PRIOR TO COMMENCEMENT OF INSTALLATION. SUBMIT DESIGN—BUILD FIRE SPRM-ER SHOP DRAWINGS TO ARCHITECT AND OBTAIN APPROVAL FROM THE CITY OF TUKV*A FIRE MARSHAL CONTRACTOR TO OBTAIN SEPARATE PERMITS REWIRED FOR SPRINKLER SYSTEM. PROVIDE A FIRE SPRINKLER SYSTEM WHICH IS COMPLETE IN ALL REGARDS, INCLUDING. BUT NOT NECESSARILY UNITED TO. PIPING, VALVES. SPRINKLER SYSTEM AND SPRINKLER HEADS. USE ARCHlITECl*S REFLECTED CER.Jt4G PLAN FOR LAYOUT GUIME]LINIES, CENTER HEADS IN TILES. RELOCATE ANY SPR*4Q.ER LINE THAT INTERFERES WITH PAR71TION OR UGHTING LAYOUT. wzwz EGEM - ALL ITEMS ARE NEW UNLESS OTHERWISE NOTED. O� r 12 CaNG PLAN NOTES 1. REFLECTED CEILING PLAN IS FOR THE LAYOUT OF TME NEW SUSPENDED AND GYPSUM BOARD CEILINGS, LIGHT FIXTURE LOCATIONS AND TYPES AND SWITCH LOCATION ONLY. SEE ELECTRICAL FOR FIXTURE SPECIFICATIOINS. CIRCUITRY AND LIGHT SWITCHING, U.O.N. ON THIS PLAN. 2. FIRE PROTECTION LAYOUT IS BY GENERAL CONTRACTOR. SPRINKLER HEADS SHALL NOT OVERLAP THE CEILING GRID AND SHALL BE LOCATED CENTER OF THE TILE. BOTH WAYS. 3. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY FIELD CONDITIONS PRECLUDING THE SPECIFIED PLACEMENT OF FIXTURES. PRIOR TO PROCEEDING WITH THE WORK. 4. CONTRACTOR SHALL TEST ALL FIXTURES TO INSURE PROPER WORKING ORDER. 5. ALL UGHT SWITCHES AND THERMOSTATS SHALL BE MOUNTED AT 48" A.F.F. UNLESS OTHERWISE NOTED. COVER PLATES SHALL BE WHITE AND SWITCH DEVICE SHALL BE WHITE. 6. GANGED SWITCHES SHALL RECEIVE ONE COVER PLATE. 7. GENEM COMMAC SMALL %VNIFY 1111100M ASM CUM FOR SPON FDCTUiE�a PAM TO a Illllft FKROM & ALL IIHALL K COCIIISIM @M WAYS CM A FULL CELM lU UNLEW an—t— WmAlm 9. M E " ACCUSWAL CMW OWL K MOLMM AT IV-0 UNLESS 0_ I - ww9ft"woposs. 111com 10. CEILING GRID SYSTEM SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 11. COM SY57M OWL CQNFM COMPLMY TO 2003 Wft = $111UMP.AL FOR MISTALlA1ai 12. ALL HANGERS AND BRACING FOR THE CEILING GRID SHALL BE INSTALLED BY THE SUSPENDED CEILING SUBCONTRACTOR. 13. ALL HANGERS AND BRACING FOR OTHER ITEMS SHALL BE INSTALLED BY THE SUBCONTRACTOR INSTALLING THOSE ITEMS. 14. ALL HANGERS SHALL BE *RAPPED IN A MNL*JM OF 3 FULL WRAPS. 15. MAIN RUNNERS SHALL NOT BE LET INTO, NOR COME IN CONTACT WITH, ABUTTING WALLS. RUNNER CHANNELS SHALL, BE LOCATED WITHIN 16 OF WALLS. IL U013AID OF T-•11A& 111= UMM AND QVIlM 90AW CERM SYSIM SHALL K By UGHT L4mL 17. PROVIDE STAINLESS STEEL ESCUTCHEONS AT ALL CEILING OPENINGS. 94 ML 0 0 W MAN W= V ALL IRAM W4M%C TO RIMM CLFARANCLS FM FWWAM Dt=► CMMM M ErEISAlItY 70 MAINTAN IM FIIIIIIIIIN CUM HENW AMM IM FNIlSH RAM 11LAD AS N01M CM IM ORAMM CLAFAFY ALL CCNFWM WIN IHIE ANNIECII FOR DFAZWL 19. COMIRACTOR $HALL %WIFY 910910 REW 013110101011S AND LOCA7101 OF ALL P•UkEN06 NEW tlllxllMiCIA1. DUC136 AND ANY AND ALL ORM EX11SIM mmmc____ W111=113"t SMALL DWALL ALL NEW PCIA1100 FAW► OtLwM CONDUFM ETQ 90 AS NOT 10 COMM WIN ANNOD ALL FIN NIC calls'lluc LX*M AM 01M FOCRM LACA1101iS AS slomi ON NEFLEC RD CELM PLAN SHALL MY K MIZIM UNLESS Olm NEC m By APASITWT. 21L PIioMOE SMOG IDEIEClUtS AS FAMAWAD TO MW ALL CM 21. INSTALL LIGHT FIXTURES WITH PROTECTIVE MYLAR OR SIMILAR COVER OVER LOUVER LENS, BAFFLE. ETC. TO AVOID FIXTURE SOIUNG OR DAMAGE OR BOTH. REMOVE COVERS AT PROJECT CONCLUSION, USING CLEAN, WHITE GLOVES. FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW. LAMPS SHALL BE NEW AT PROJECT 22- PROVIDE DRAFT STOP ABOVE CEILING AS REQUIRED BY CITY OF TUKVALA FIRE DEPARTMENT. 23. PRIOR TO COMMENCEMENT OF INSTALLATION. SUBMIT DESIGN—BUILD FIRE SPRM-ER SHOP DRAWINGS TO ARCHITECT AND OBTAIN APPROVAL FROM THE CITY OF TUKV*A FIRE MARSHAL CONTRACTOR TO OBTAIN SEPARATE PERMITS REWIRED FOR SPRINKLER SYSTEM. PROVIDE A FIRE SPRINKLER SYSTEM WHICH IS COMPLETE IN ALL REGARDS, INCLUDING. BUT NOT NECESSARILY UNITED TO. PIPING, VALVES. SPRINKLER SYSTEM AND SPRINKLER HEADS. USE ARCHlITECl*S REFLECTED CER.Jt4G PLAN FOR LAYOUT GUIME]LINIES, CENTER HEADS IN TILES. RELOCATE ANY SPR*4Q.ER LINE THAT INTERFERES WITH PAR71TION OR UGHTING LAYOUT. wzwz 12 /- . ` f —_,\ ' �__ �` ''``\ �- �. 10 1 2 3 5 (�6 7' �OTA FA I ED -----PLAN 1. ALL Mn ARE NM U.O.N. 2- SEE NEC%ANIM ORAwPICS FOR HVAC ELOCIMAL - DRAWSM FOR UGH 7S & LSS ma r%L dmemcummol, I AM BLL*4K DEMATTE1 ASS TES ARC"TECTS AIA 055 DAYSHCME PWY 0300 R&AtL24CAAAM — CA — 94010 TIEL (630) 692--9" FAX (650) 692 —OV" ■ 7765 R EV"-*! S T C F A H ' i E C T JAMS CTV A�7,C TATE OF WA5H,': S �2 �j �I M MOMXA" 5/10/05 NO. REVISION DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTM TO THE ARCHITECT z d z 0 z Q. D w 0 Q a: Q > c!) w T > w z J �j Lu LL w a: >= (AM) �lm Z "� IQ a _ LL 0 Z W �V � DAlT JOB Nc M, d. SHIM OF low. _lw_ ---MGM— —„am.. �—. __ — . -.—�. r,�'.'- .w.n'�." -' i +„�,� Iw• +�- �.. -. I(5 .am- 1(5 rr—__7 E EXHAUST FAN — SEE MECHAPOCAL WALL-MOUNTED THERMOSTAT - SEE MIECHAJWN_ : M7 L'J�x 11111 111, 1 1 11 e. IVALL LOGHT SUTCH EAT SKX ARROW SHM OWCTX)N - SEE EUEC. TA �4 954 al tot 3 :M SECJM'TY CAMM (APIM SHM OWCAGlin ,� OF CAMERA.-DASHED UNE 94(M C1111CUP ROJI04C OF CANOt►S) - Alk— I -xi I EGEM - ALL ITEMS ARE NEW UNLESS OTHERWISE NOTED. O� 2 X 2 RECESSED FLUOR. LIGHT FIXTURE (LITHONIA PARAMAX PM3. T -8 LAMPS, 9 CELLS) 2 X 4 RECESSED FLUOR. LIGHT FIXTURE (LITHONIA PARAMAX PM3, T-8 LAMPS, 18 CELLS) I 2 -TUBE FLUOR. STRIP LIGHT W/WIRE GUARD is (NUMBER INDICATES LENGTH IN FEET) WALL-MOUNTED FLUOR. FIXT. NUMBER INDICATES LENGTH IN FEET) LITHONIA UN W/ WIRE GUARD) 4. CEILING-HUNG FLUORESCENT FIXTURE W/VARE GUARD .- E NUMBER INDICATES LENGTH IN FEET) rn LITHONIA AFP W/ WIRE GUARD) 2 0 UNDER-CABINET FLUORESCENT N UMBER INDICATES LENGTH IN FEET) HONIA LC) Cl or7 - -•-,,� s RECESSED DOWN LIGHT � . � � (LITHONIA LP81F) RECESSED DOWN LIGHT WALL WASHER ;E TER (LITHONA LP8F) Fo I 40OW METAL HALIDE FIXTURE (LITHONIA THP - HIGH BAY 0 16'-0 AFF) A aL LQJ 40OW EXTERIOR METAL HALIDE WALL PACK (LITHONA TNI - MOUNT PER EXT. ELEVATIONS) HVAC SUPPLY GRILLE - SEE MIECHAMICAL HVAC RE TURN (MLLE SEE MECHANICAL HVAC EXHAUST GRkl_E - SEE MECHANICAL 12 /- . ` f —_,\ ' �__ �` ''``\ �- �. 10 1 2 3 5 (�6 7' �OTA FA I ED -----PLAN 1. ALL Mn ARE NM U.O.N. 2- SEE NEC%ANIM ORAwPICS FOR HVAC ELOCIMAL - DRAWSM FOR UGH 7S & LSS ma r%L dmemcummol, I AM BLL*4K DEMATTE1 ASS TES ARC"TECTS AIA 055 DAYSHCME PWY 0300 R&AtL24CAAAM — CA — 94010 TIEL (630) 692--9" FAX (650) 692 —OV" ■ 7765 R EV"-*! S T C F A H ' i E C T JAMS CTV A�7,C TATE OF WA5H,': S �2 �j �I M MOMXA" 5/10/05 NO. REVISION DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTM TO THE ARCHITECT z d z 0 z Q. D w 0 Q a: Q > c!) w T > w z J �j Lu LL w a: >= (AM) �lm Z "� IQ a _ LL 0 Z W �V � DAlT JOB Nc M, d. SHIM OF low. _lw_ ---MGM— —„am.. �—. __ — . -.—�. r,�'.'- .w.n'�." -' i +„�,� Iw• +�- �.. -. I(5 .am- 1(5 rr—__7 E EXHAUST FAN — SEE MECHAPOCAL WALL-MOUNTED THERMOSTAT - SEE MIECHAJWN_ : M7 L'J�x 11111 111, 1 1 11 e. IVALL LOGHT SUTCH EAT SKX ARROW SHM OWCTX)N - SEE EUEC. TA �4 954 al tot 3 :M SECJM'TY CAMM (APIM SHM OWCAGlin ,� OF CAMERA.-DASHED UNE 94(M C1111CUP ROJI04C OF CANOt►S) - Alk— I -xi I .. . .�• w all O's 'I cur r►t.T. urIMs AT J~ OMIMMENOW� 6G4LEs NONE T t2� � ub@ x 1 1/2' PREIII DED CONTINUOUS MANTIC JOINT STRIP OR PREMOLD CONOTIMUCTION JOINT (MAY 01 6AWGUT AT T• 004146 OPTION) ...• •. *I o MIL VAPOR OARRIER AT IN'1 PUOR 6LAIS PROVIDE VAPOR QAPMER p11 4' COMPACTED QillAlh Lft FILL SHRINKAGE JOINT (S.J.) (I) % . • BOTTOM OF !O. WA"- v uw k� * _ BEE PLAN ` 0 POR STEP ` LOCATION T ec.LLes w• . r.o• wie. 4 TYPICAL STEPPED FOOTING r L i _._..._. Mho. �- FOOTINGS WALL i i I 1 PIPM OR UTILITY L PJaCAvATI(;N NOT A lo I ,. 6! I I)." Lit�E ED �� z' SC•4LFs 1�i0 dGAL.F Lb 711 WALL PENETRATION DETAIL r c e E r T a t_ 10 GIEWNP F om I _ FIRST POLAR 60 ISLAN 'KE YED $LAD TNICKNE" KOLD' JOINT. AND iRff *fk fNdj STOP REIN. (TYp CLR OF JOINT waw_ if M r 1041 AT INTERIOR 6LA15 PROVIDE (..A MIL VAPOR VAPOR DA QNEIR 1 2' SAND 15ARRIER LAYER OVER 4 COMPACTED ORAMIIL.A#! FILL PROVIDE 6H-NRIWACbE ON CONSTRI.IGTION JOINTS IN SLAdS ON GRADE TO DMAK UP SLAB INTO F ECTANCsIJLAR AREAS OF 400 60LLAME PEET OR LESS. AREAS TO DE APF'It. SQ ARE AND NAVE NO ACUTE ANGLaf 8. JOINT LOCATIONS TO dE A14IROVEO ISY TIE AIWCNITECT. 21 CONSTRUCTION JOINT (C.J.) COMPAC OMANI% FILL (4') COMPACTED BUIS GRADE PROVIDE 4' -D` LOPYs 6"4101 OWLS. 4GR068 TWE JOINT. PIEV£N7 BOND DETYMEEN BAR AND CrROUT IW Cs11EA0! ON A PLASTIC 6LEQVE. 79 MATE ALL 1lEIM. ADDITIONAL VERT. BARB 4' FROM CONTROL JOINTS ON EACH BIDE OF ALL E>GEPT 0 FF 1 FLOORS CONTROL JOINTS (T) % E4CN 81DE 6lGT. A -A - DOUBLED GGNTROi. JOINT 1.{ALF WItB - CCINTROL JOW BACKER i ROD 1 �WIDTN OF Q � � � F�EAD Jt. W4LL NATION GAULiGlNGr DETAIL 6C.4 NAME 51 MASONRY CONTROL JOINTS ADD CCR BARB BAIL" E 811E AND SPACING (2) 0 5 VERT. Aa WORM WALL IM[W. ALTERNATE /1, 4a DIA, 4b VIA. 880 2' Mil. 2 MIN. . -,. Mb vER't. Q �8 SEE WALL SECTION FOR 61ZE 4 SPAT Wx OF WALL RERFORCII � 3 1. TEN61ON LAIC GPI 6W011N A910VIS ARE 'OR C4ICftTE COZIER ,Z BAR DIAMETER AND CENTER TO CENTER 6PACINdb ?WPM SAM 01 AMETRIt ( CATBOOTRY 1). 2. TON' 5ARG ARE HORIZONTAL aARf! UIITI~I MOPM THAN 12' Of CA6T BELOW TWE !BARS. A. TEN610N LAP SPLICES SHALL dE CLASS 5 L,NLE66 ONE WAL F OR LE" OT; TINE TOTAL Ift T 16 SPLICED WITWIN TWE WG IUMM LATE LEWPTFI. 4. C.0M 0Wft GN LAP SPLICES SMALL DE A MINIMIM OF 30 dAR DIA, UNL.E" OTWERM6E 8MOWN ON TWE DRAWTNGB. LAP SPLICE SCHEDULE (2) WORIZ. BARS HOOK • ENDS � BARS ENDS HG 5� w .a_ avow .000 -f .�� w amp .a...m m 01110 ta.w tar .MIA tar w. w w w�� �w w �� �. �� w �� �. �� �� w f w Now w�.� ��ta.�taa.w�.*r�+rr r�rr���..�w�f I V- I I 2 ) 3 JAMB SAM Mik ! t I 1 I I I ! I I LII�IT'e f TYPICA4- f-- � OF f WALL I i f moo. ! I I f I I I L I I I I wr� cow ampleftim mm _ MEABELTIOX GAiER IHGtiK W W HERE ltln @AfLi �MATCH DOTTOMI!!!. [CIE LdKER 114A1 STAND pD N FOOTMS !GALE. !II' . 1' -0' M W10. !UL[: NOW 8 TYPICAL MASONRY INTERSECTION REINFORCING 9 I TYPICAL MASONRY OPENING REINFORCING r 11 112' CODE REQIUW MAENNn: ALL OESM AND CONSTRUCTION SWILL CONFORM TO THE INTENNM110NAL WADING COOS. 2003 EDITION. AN AMENDED BY THE CM OF TUM A. CONTRACTOR SHALL PROAX BWICING OR SUPPOIA'T REQUIRED FOR TEMPORARY CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS KQUIAED DURING ERECTION. SACKFILLL BEHIND WALLS SMALL. NOT BE PLACED BUORE THE WALL NS PROPI SUPPORTED. REFER TO AACWECTURAL PLANS FOR WALL OPENIMWS. ARCIIRECTURAL TREATMENT, AND DIMENSIONS NOT SHOWN. CONSNI.T 1ilECHANIGI PLANS FOR SIZES AND LOCATIONS OF ALL OPENINGS FOR DUCTS R PIPES ETC. NOT SHOIMN. THE CONTRACTOR SMALL BE RESPONSIBLE FOR COOW"TION OF THE EXCAVATION. SHORING. AND OTHER WORK WITH ALL THE UTILITIES AND AWACI NT PAOPEA'T1ES. CALL BIVW 00014 1 -top- 424 -5664. DES LIVE LOI ROOF 25 PSF (SNOW) WIND LOAD: 45 MPK EXPOSURE 8 EAIt'THKiUAKE: so 1,43 1= �MW.L � MIASONNRY SHIM WALL SITE CLASS D SOS = 0.84 R - 5.0 SD 1 = 0.44 EQUIVALENT LATERAL FORCE SOC s D FOUNDATIONS: FOUNDATIONS SMALL BEAR ON COMPETENT NATIVE MATERIAL OR eY OTFEIt MEANS AS DEFINED BY THE GEOTEOW AL. OM M. AUAWAKE SOIL BEAAtN D CAPRI IS 3000 PSF. SEE GEDTECHNICAL REPORT PREPARED 8Y GEOMNATRIX CONSULTANTS DATED OCTOM 29. 2004. FOUNDATION DES" PARAMETERS ARE AS FOLLOWS: NON-YIELDING 36 PCF YIELDING 50 PCF PASSIVE 400 PCF COEFFICIENT OF FRICTION 0.35 FROST DEPTH D STE CLASS ALL SOH.. GEARING SURFACES SHALL BE SUBJECT 70 APPROVAL 8Y THE GEOTEOMWCAI. ENGINEER PRIOR TO REBAR & CONCRETE PLACEMENT. CONCRETE: CONCRETE SMALL CONFORM TO AMERICAN CONCRETE P61M TE STAND" 301. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR euILOINGS'.0 � THE 94 ALL CO�NFORMI TO ASTM C33. C94. # C150. ADMIES BUILDING OFFICIAL.. ASTM 0494. AN AIR ENTRAINING ADWXTURE SHALL BE ADDED TO ALL CONCRETE EXPOSED TO FREE M/ THAW ACTION TO PRO IOE 5X PLUS OR MINUS X ENTRAINED AIR, ASTM C260. THE USE Of WATER-SOLUBLE LE CNARIDE ION SMALL NOT BE USED UNLESS APPROVED BY THE ENGINEER. t'o W/C RATIO SACK SPECIAL. INSP. USE AT NON I PER CY !REQUIRED 28 DRAYS AIR I AIR OF CONC. 2500 0.67 0.54 5 1/2 NO SLAGS ON GRADE 3000 0.58 0.46 5 1/2 1rtS WALL, frTm ! COLUMNS AS AN ALTERNATIVE TO THE ABOVE. THE CONTRAC70R MAY SUBMIT A CONCRETE MIX DESIGN FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE ALTERNATE MIX OESIGN MALL BE REVIEWED FOR CONFORMANCE TO 16C 1905. CMANFER ALL EXPOSED CORNERS PER ARCHITECT OR 3/4' IF NOT SPECIFIED BY ARCHITECT. ASTM A- 615 DEFORMED BARS GRADE 60 (fy = 60 KSI). WELDABLE AND BENDABLE REBAR ASTM A --706. GRADE 80 AND ASTM 1 -185 ( KSI) FOR SMOOTH WELDED WIRE FABRIC. PROVIDE LAP SPLICES PER SCHEDULE. MOM" M" CONCRETE COVER SHALL BE- CONCRETE CAST AGAINST EARTH 3 0 3 FORMED SURFACE EXPOSED TO � �c LARGER) 1 bl EARTH OR WEATHERS rr SMALLER) 1 11 CON CRETE EXPOSED TO WEATHER OR EARTH: 314 BEAMS. COLUMNS: PRIMARY REINFORCING r TIES, STIRRUPS. SPIRALS 1 1 /Z" SMALL BE ACCURATEIY PLACED IMO ADEQUATELY SUPPORTED BE FM CONCRETE IS PLACED. WELDING OF REINFORCING STEEL IS NOT PEINMED. EXCEPT AS S•NOMNN ON THE DRAWINGS. WITHOUT PRIOR APPROVAL FROM THE ENIR. MELDING SHALL BE DONE BY MWBO N1< /AMTS CER I FED WELDERS IN WITH AIMS 01.4 USING OW REINFORCEMENT PARTIALLY IN CONCRETE SHALL NOT BE FIELD SENT DQVT AS C ON C RETE ON DESIGN �. CCR r T E MASONRY: ALL CONCRETE MASONRY ASSEMBLIES SHALL A MN1NMfLA1 COIEiI SSNE STRENGTH OF irm =1500 PSI. DESIGN STRESS ARE IN ACCORDANCE WITH 19C 2107.2 %M SPECIAL INSPEI;'T10N'. VERIFICATION OF STRENGTH SMALL BE PER IBC 2105.22.1 'UNIT STRENGTH METHOD'. CONCRETE BLOCK WALLS SMALL BE RE - PC 1= AS SHOWN ON THE PLANS AND DETAILS. GROUT SMALL CONSIST OF A MIXTURE CEMENTITIOUS MA70aALS AND AGGREGATE TO !WHICH SUFFICIENT MIIXTURE OF !MATER WAS BEEN ADDED TO CAUSE THE MIXTURE TO FLOW WIT SEMMA11ON OF THE CONSTITUENT& GROUT SMALL BE PLACED N MAXIMUM UF1S OF 4'-0'. ALL Cf1LS SHALL BE GROUTED. !UNIT STRENGTk ATION COMCtREIE MASONRY UNITS 1900 PSI ASTM C--90 GRADE N--1 DENSITY NOT LESS THAN 110 PCF MORTAR 1 SOO PSI ASTM C -270 TYPE S GROUT 2300 PSI ASIM C-476 VER*IC.IITION TEST OF THE UNIT STRDTH SMALL BE DONE PRIOR 70 CC 1511RUI 6 DURING CONSTRUCTION FOR EACH soon SQUARE FEET Of COMPLETED U%LL. WALL CMU WALL REINFORCEMENT SHALL BE AS NOICAM BELOW U.M.O. BOND BE" 1M1H TW10 #5 HOR90NTAL GARS SMALL BE PROVDED AT THE ROOF LINE. E. AT THE TOP OF TIE. ABOVE AND AT THE OF ALL OPENINGS. AT EACH CORER AND AT THE ENDS OF ALL Va IS LAP ALL SAM 48 DI METERS. 1 8 INCHES U.ML ,W a WALL HORIZONTAL � L+oc�►TaN � SI Ir (2)#4 • 24 B5 • 16 CDm FULLY GROUTED WALL $TA L TURAL STEEL: MAZEAWLS SHALL BE IN ACOOiDMICF MITHN TL# FOLLAMNIIMG� STRUCTURAL STEEL ASTM A 36. 1j► -36 KS. AS% AM 4umaCT1CkN WAn3t ASTM A 56, Fj► oku 161 STRUCTURAL TUKS AMU A 5= GRIAM IL STRUCTURAL POPE A M A 30 36 N0 i 10 Z101 CTUI BOLTS ASTMI A 325-M WOW CONNECTION BOLTS ASTM A-W ANCHOR 91 ASTM AI OR A-36 ALONG E1EC780M E7= OE.SGN. FA- AND ERECTION SMALL 8E M W N THE M ©IMION OF 'THE 'AID FOR DESGN. AMID E RMIM'Ri TIP Sn3 L "a ALL WELDING SMALL CONNFCM 10 1HE MG 01 -1 OSIMJCTUWL VELD CODE'. ALL VIE ONG SMALL IEEE P'O'IPOANED OF CID 5 890Q111CUN OF @ULDM CFIFICN3 (0111 NO MG CEFRIFED W LEERS, ALL COIREITD WELDS (CP) SWILL L K IC VES ALL FLLET 14MM SHMLL BE VOUN" vj5pfC1EA. ALL FACERS N CONTACT MLITM TTN A= 9000 I.S. !DINS. Ham. M) 9Mli BE Chi ammefT (coftw AND OR swam S'1a. N A09fTpM TO I EQLAED WSPIM104 INK BULMS SPUIK 9909CT" W AN AROrED AMY SW" fDN r. Foulallal PfEpMtiATA SOL SENOC SUFfM: L t AND COIIK PLIAC84W. 01330: SHOP DRAWING SUBMITTAL PROCESS SHOT' DRAWINGS ARE TO BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. IF SHOP DRAWINGS DIFFER FROM THE APPROVED DESIGN DRAWINGS, NEW DESIGN DRAWINGS BEARING THE SEAS. AND SIGNATURE OF A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER SHALL BE SU13MI ALONG W ITH THE SHOP DRAWINGS TO THE APPROPRIATE JURISTICTI FOR APPROVAL PRIOR TO FABRICATI SHOP DRAWINGS ARE REQUIRED FOR; REINFORCING STEEL STRUCTURAL STEEL IN ADDITION, THE CODE REQUIRES THAT CONSTRUCTION DOCUMENTS SHALL BE PREPARED TO COMPLY WITH THE REQUIREMENTS OF ASCE STANDARD 7-02 AS INDICATED IN TABLE 0.6.1.7. THESE SUBMITTALS SHALL BEAR THE STAMO AND SIGNATURE OF A LICENSED WASHINGTON STATE STRUCTURAL ENGI NEER NO SHALL BE SUBMITTED TO THE ENGINEER AND THE ARCHITECT IN ORDER TO CONFIRM TMT THESE SYSTEMS ARE IN ACCORDANCE WITH THE DESIGN INTENT: CONSTRUCTION DOCUMENTS (DEFERRED SUBMI TTALS PER IBC 106.3.4.2) SHALL BE NOTED BY THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE INDICATING THAT THE DEFERRED SUBMITTAL DOCIMAN HAVE BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BU ILDING. SUSPENDED CEILING SYSTEM, INCLUDING MOORAGE GLASS IN GLAZED STOREFRONTS AND INTERIOR GLAZED PARTIONS INCLUDING ANCHORAGE HVAC DUCTWORK CONTAINING HAZ1IR M MATERI INCLUDING ANCHORAGE PIPING SYSTEMS AND MECHANICAL UNITS CONTAINING HAZARDOUS MATER IALS I ANCHORAGE ANCHORAGE OF ELECTRICAL EQUI PMENT FOR EMERGENCY OR STANDBY POWER SYSTEMS PROJECT SPECIFIC REQUIRE FOR MECHAN I CAL AND ELECTRICAL COM AND THEIR ANCIMACGE AS REQUIRED B Y THE LOCAL JUR I SD I CT I ON FUEL TANK FOUNDATION AND ANCHORAGE FUEL ISLANDS. CANOPY STRUCTURE AND FOUNDATI r'G • 3000" CAR LAP W 61 1E C4A06 TOP OTHER UPI DARO BARB CO A 2? 11 8 5 d 26 22 A 2S 22 R p 31 2S �► c\ A Sir 26 D 41 36 A 4 3 $3 d 36 43 --� A 63 48 D 41 63 A 12 5S B 93 12 .� A 01 `2 a 05 1 1. TEN61ON LAIC GPI 6W011N A910VIS ARE 'OR C4ICftTE COZIER ,Z BAR DIAMETER AND CENTER TO CENTER 6PACINdb ?WPM SAM 01 AMETRIt ( CATBOOTRY 1). 2. TON' 5ARG ARE HORIZONTAL aARf! UIITI~I MOPM THAN 12' Of CA6T BELOW TWE !BARS. A. TEN610N LAP SPLICES SHALL dE CLASS 5 L,NLE66 ONE WAL F OR LE" OT; TINE TOTAL Ift T 16 SPLICED WITWIN TWE WG IUMM LATE LEWPTFI. 4. C.0M 0Wft GN LAP SPLICES SMALL DE A MINIMIM OF 30 dAR DIA, UNL.E" OTWERM6E 8MOWN ON TWE DRAWTNGB. LAP SPLICE SCHEDULE (2) WORIZ. BARS HOOK • ENDS � BARS ENDS HG 5� w .a_ avow .000 -f .�� w amp .a...m m 01110 ta.w tar .MIA tar w. w w w�� �w w �� �. �� w �� �. �� �� w f w Now w�.� ��ta.�taa.w�.*r�+rr r�rr���..�w�f I V- I I 2 ) 3 JAMB SAM Mik ! t I 1 I I I ! I I LII�IT'e f TYPICA4- f-- � OF f WALL I i f moo. ! I I f I I I L I I I I wr� cow ampleftim mm _ MEABELTIOX GAiER IHGtiK W W HERE ltln @AfLi �MATCH DOTTOMI!!!. [CIE LdKER 114A1 STAND pD N FOOTMS !GALE. !II' . 1' -0' M W10. !UL[: NOW 8 TYPICAL MASONRY INTERSECTION REINFORCING 9 I TYPICAL MASONRY OPENING REINFORCING r 11 112' CODE REQIUW MAENNn: ALL OESM AND CONSTRUCTION SWILL CONFORM TO THE INTENNM110NAL WADING COOS. 2003 EDITION. AN AMENDED BY THE CM OF TUM A. CONTRACTOR SHALL PROAX BWICING OR SUPPOIA'T REQUIRED FOR TEMPORARY CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS KQUIAED DURING ERECTION. SACKFILLL BEHIND WALLS SMALL. NOT BE PLACED BUORE THE WALL NS PROPI SUPPORTED. REFER TO AACWECTURAL PLANS FOR WALL OPENIMWS. ARCIIRECTURAL TREATMENT, AND DIMENSIONS NOT SHOWN. CONSNI.T 1ilECHANIGI PLANS FOR SIZES AND LOCATIONS OF ALL OPENINGS FOR DUCTS R PIPES ETC. NOT SHOIMN. THE CONTRACTOR SMALL BE RESPONSIBLE FOR COOW"TION OF THE EXCAVATION. SHORING. AND OTHER WORK WITH ALL THE UTILITIES AND AWACI NT PAOPEA'T1ES. CALL BIVW 00014 1 -top- 424 -5664. DES LIVE LOI ROOF 25 PSF (SNOW) WIND LOAD: 45 MPK EXPOSURE 8 EAIt'THKiUAKE: so 1,43 1= �MW.L � MIASONNRY SHIM WALL SITE CLASS D SOS = 0.84 R - 5.0 SD 1 = 0.44 EQUIVALENT LATERAL FORCE SOC s D FOUNDATIONS: FOUNDATIONS SMALL BEAR ON COMPETENT NATIVE MATERIAL OR eY OTFEIt MEANS AS DEFINED BY THE GEOTEOW AL. OM M. AUAWAKE SOIL BEAAtN D CAPRI IS 3000 PSF. SEE GEDTECHNICAL REPORT PREPARED 8Y GEOMNATRIX CONSULTANTS DATED OCTOM 29. 2004. FOUNDATION DES" PARAMETERS ARE AS FOLLOWS: NON-YIELDING 36 PCF YIELDING 50 PCF PASSIVE 400 PCF COEFFICIENT OF FRICTION 0.35 FROST DEPTH D STE CLASS ALL SOH.. GEARING SURFACES SHALL BE SUBJECT 70 APPROVAL 8Y THE GEOTEOMWCAI. ENGINEER PRIOR TO REBAR & CONCRETE PLACEMENT. CONCRETE: CONCRETE SMALL CONFORM TO AMERICAN CONCRETE P61M TE STAND" 301. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR euILOINGS'.0 � THE 94 ALL CO�NFORMI TO ASTM C33. C94. # C150. ADMIES BUILDING OFFICIAL.. ASTM 0494. AN AIR ENTRAINING ADWXTURE SHALL BE ADDED TO ALL CONCRETE EXPOSED TO FREE M/ THAW ACTION TO PRO IOE 5X PLUS OR MINUS X ENTRAINED AIR, ASTM C260. THE USE Of WATER-SOLUBLE LE CNARIDE ION SMALL NOT BE USED UNLESS APPROVED BY THE ENGINEER. t'o W/C RATIO SACK SPECIAL. INSP. USE AT NON I PER CY !REQUIRED 28 DRAYS AIR I AIR OF CONC. 2500 0.67 0.54 5 1/2 NO SLAGS ON GRADE 3000 0.58 0.46 5 1/2 1rtS WALL, frTm ! COLUMNS AS AN ALTERNATIVE TO THE ABOVE. THE CONTRAC70R MAY SUBMIT A CONCRETE MIX DESIGN FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE ALTERNATE MIX OESIGN MALL BE REVIEWED FOR CONFORMANCE TO 16C 1905. CMANFER ALL EXPOSED CORNERS PER ARCHITECT OR 3/4' IF NOT SPECIFIED BY ARCHITECT. ASTM A- 615 DEFORMED BARS GRADE 60 (fy = 60 KSI). WELDABLE AND BENDABLE REBAR ASTM A --706. GRADE 80 AND ASTM 1 -185 ( KSI) FOR SMOOTH WELDED WIRE FABRIC. PROVIDE LAP SPLICES PER SCHEDULE. MOM" M" CONCRETE COVER SHALL BE- CONCRETE CAST AGAINST EARTH 3 0 3 FORMED SURFACE EXPOSED TO � �c LARGER) 1 bl EARTH OR WEATHERS rr SMALLER) 1 11 CON CRETE EXPOSED TO WEATHER OR EARTH: 314 BEAMS. COLUMNS: PRIMARY REINFORCING r TIES, STIRRUPS. SPIRALS 1 1 /Z" SMALL BE ACCURATEIY PLACED IMO ADEQUATELY SUPPORTED BE FM CONCRETE IS PLACED. WELDING OF REINFORCING STEEL IS NOT PEINMED. EXCEPT AS S•NOMNN ON THE DRAWINGS. WITHOUT PRIOR APPROVAL FROM THE ENIR. MELDING SHALL BE DONE BY MWBO N1< /AMTS CER I FED WELDERS IN WITH AIMS 01.4 USING OW REINFORCEMENT PARTIALLY IN CONCRETE SHALL NOT BE FIELD SENT DQVT AS C ON C RETE ON DESIGN �. CCR r T E MASONRY: ALL CONCRETE MASONRY ASSEMBLIES SHALL A MN1NMfLA1 COIEiI SSNE STRENGTH OF irm =1500 PSI. DESIGN STRESS ARE IN ACCORDANCE WITH 19C 2107.2 %M SPECIAL INSPEI;'T10N'. VERIFICATION OF STRENGTH SMALL BE PER IBC 2105.22.1 'UNIT STRENGTH METHOD'. CONCRETE BLOCK WALLS SMALL BE RE - PC 1= AS SHOWN ON THE PLANS AND DETAILS. GROUT SMALL CONSIST OF A MIXTURE CEMENTITIOUS MA70aALS AND AGGREGATE TO !WHICH SUFFICIENT MIIXTURE OF !MATER WAS BEEN ADDED TO CAUSE THE MIXTURE TO FLOW WIT SEMMA11ON OF THE CONSTITUENT& GROUT SMALL BE PLACED N MAXIMUM UF1S OF 4'-0'. ALL Cf1LS SHALL BE GROUTED. !UNIT STRENGTk ATION COMCtREIE MASONRY UNITS 1900 PSI ASTM C--90 GRADE N--1 DENSITY NOT LESS THAN 110 PCF MORTAR 1 SOO PSI ASTM C -270 TYPE S GROUT 2300 PSI ASIM C-476 VER*IC.IITION TEST OF THE UNIT STRDTH SMALL BE DONE PRIOR 70 CC 1511RUI 6 DURING CONSTRUCTION FOR EACH soon SQUARE FEET Of COMPLETED U%LL. WALL CMU WALL REINFORCEMENT SHALL BE AS NOICAM BELOW U.M.O. BOND BE" 1M1H TW10 #5 HOR90NTAL GARS SMALL BE PROVDED AT THE ROOF LINE. E. AT THE TOP OF TIE. ABOVE AND AT THE OF ALL OPENINGS. AT EACH CORER AND AT THE ENDS OF ALL Va IS LAP ALL SAM 48 DI METERS. 1 8 INCHES U.ML ,W a WALL HORIZONTAL � L+oc�►TaN � SI Ir (2)#4 • 24 B5 • 16 CDm FULLY GROUTED WALL $TA L TURAL STEEL: MAZEAWLS SHALL BE IN ACOOiDMICF MITHN TL# FOLLAMNIIMG� STRUCTURAL STEEL ASTM A 36. 1j► -36 KS. AS% AM 4umaCT1CkN WAn3t ASTM A 56, Fj► oku 161 STRUCTURAL TUKS AMU A 5= GRIAM IL STRUCTURAL POPE A M A 30 36 N0 i 10 Z101 CTUI BOLTS ASTMI A 325-M WOW CONNECTION BOLTS ASTM A-W ANCHOR 91 ASTM AI OR A-36 ALONG E1EC780M E7= OE.SGN. FA- AND ERECTION SMALL 8E M W N THE M ©IMION OF 'THE 'AID FOR DESGN. AMID E RMIM'Ri TIP Sn3 L "a ALL WELDING SMALL CONNFCM 10 1HE MG 01 -1 OSIMJCTUWL VELD CODE'. ALL VIE ONG SMALL IEEE P'O'IPOANED OF CID 5 890Q111CUN OF @ULDM CFIFICN3 (0111 NO MG CEFRIFED W LEERS, ALL COIREITD WELDS (CP) SWILL L K IC VES ALL FLLET 14MM SHMLL BE VOUN" vj5pfC1EA. ALL FACERS N CONTACT MLITM TTN A= 9000 I.S. !DINS. Ham. M) 9Mli BE Chi ammefT (coftw AND OR swam S'1a. N A09fTpM TO I EQLAED WSPIM104 INK BULMS SPUIK 9909CT" W AN AROrED AMY SW" fDN r. Foulallal PfEpMtiATA SOL SENOC SUFfM: L t AND COIIK PLIAC84W. 01330: SHOP DRAWING SUBMITTAL PROCESS SHOT' DRAWINGS ARE TO BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. IF SHOP DRAWINGS DIFFER FROM THE APPROVED DESIGN DRAWINGS, NEW DESIGN DRAWINGS BEARING THE SEAS. AND SIGNATURE OF A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER SHALL BE SU13MI ALONG W ITH THE SHOP DRAWINGS TO THE APPROPRIATE JURISTICTI FOR APPROVAL PRIOR TO FABRICATI SHOP DRAWINGS ARE REQUIRED FOR; REINFORCING STEEL STRUCTURAL STEEL IN ADDITION, THE CODE REQUIRES THAT CONSTRUCTION DOCUMENTS SHALL BE PREPARED TO COMPLY WITH THE REQUIREMENTS OF ASCE STANDARD 7-02 AS INDICATED IN TABLE 0.6.1.7. THESE SUBMITTALS SHALL BEAR THE STAMO AND SIGNATURE OF A LICENSED WASHINGTON STATE STRUCTURAL ENGI NEER NO SHALL BE SUBMITTED TO THE ENGINEER AND THE ARCHITECT IN ORDER TO CONFIRM TMT THESE SYSTEMS ARE IN ACCORDANCE WITH THE DESIGN INTENT: CONSTRUCTION DOCUMENTS (DEFERRED SUBMI TTALS PER IBC 106.3.4.2) SHALL BE NOTED BY THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE INDICATING THAT THE DEFERRED SUBMITTAL DOCIMAN HAVE BEEN REVIEWED AND BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BU ILDING. SUSPENDED CEILING SYSTEM, INCLUDING MOORAGE GLASS IN GLAZED STOREFRONTS AND INTERIOR GLAZED PARTIONS INCLUDING ANCHORAGE HVAC DUCTWORK CONTAINING HAZ1IR M MATERI INCLUDING ANCHORAGE PIPING SYSTEMS AND MECHANICAL UNITS CONTAINING HAZARDOUS MATER IALS I ANCHORAGE ANCHORAGE OF ELECTRICAL EQUI PMENT FOR EMERGENCY OR STANDBY POWER SYSTEMS PROJECT SPECIFIC REQUIRE FOR MECHAN I CAL AND ELECTRICAL COM AND THEIR ANCIMACGE AS REQUIRED B Y THE LOCAL JUR I SD I CT I ON FUEL TANK FOUNDATION AND ANCHORAGE FUEL ISLANDS. CANOPY STRUCTURE AND FOUNDATI ri x� I 1 0 a v W O J IL m a ... UPI 1 CO o � 42 L. 40 44� B En m. cv of C � � � I 40 0 � c ` D (0 z �► c\ 0 p i ri x� I 1 W v W O �Q UPI wo � o " Z! F 0 p co CO --� 0 CO CD Z O N c �l W II p J 0 0 ; �..� m V W 0 E=mm4 cv CO 1n .� .--+ E.. Z W W O UPI wo � Z! F CITY J4: 7 E --4 3 CM I UM AID P � � tt"Xf� PrAmw we � , EI�N� AND >f OF AL now me >mmclam aw omm O1111INUCS FOR TAE FQLO=Irp 0M SIAL E 500111110 FM OOM A 11. C 3 0 ME If1R QE.NR 2 Fla IV 0 E rt0 CM SM& ,3. al MINDS ILIA im gm m r ~mm�m affm 14 wr IMM1111wi11 Man" WIN OEM MMM 699M SE !6E 40 WOMM 4F A S!L»' l � !wlkL E summom /am im im 9w 10 car fm Appw1r1M, PI 10 13' -* � (4) S PLAN 88 PLAN OF WALL � LINTEL / /FLOOR (2) 6 5 ROOF 1 �� U1`� LM S1RUdlTRAI NOTES 0 0' LO LO 0 0' ow A A W OCI W W ax _ _ _ - ^*�/�"� "� ..lam_ '. y. .. r...^...•�i - �wr�..,�,.�„r+ �.�+A.�.r. _ � -�..�• r: -a►. ...1� -... � ... a.�. •� '�\ � `.'w�. _ V L i i I � 0 co CO --� 0 CO CD c �l W -r 0 0 ; �..� m V W E=mm4 cv CO 1n .� .--+ E.. r r PLAN 8A I t 1 i I 1 R m mn G) M C� s 40P d OW 00 i 1 I I 1 I Y I 1 I •T1 > i I b i bi 1 I I i I s , ^ 6 PI ,rr : A tl• T �ft4 * ftft� I , ` _ ____•.. �_ /,_ ^tom 1 yl �•� • �..- .. MY.. L w_ w•• wwwwwwww _w____- _-..�_- ��-_as_��_.�-� L A M.M F1 1,1 'M M M inn im nrim mmm. emammmmmmmill W "Knamn Kann Iff 0 •• J .. s ,� .� �. ..�. —•�•_ �� .._ .�. _ w L: -._ _ .ter r. �_ .r -- _ rr , �` I I - } , •' '•\ ' , �.�� - -� �; , �_ =\ _ ._ _. .- v __ . , f l � �• ; mil' -_ I �1 CP 3 ga ' � O -.. i •w + ' e �.... • .., 1 .-. 1. _• w r _ M`— •�• _a "`— _r� .r —� 1 �� _ —r 1 r L pq Vom Mow �m -7- D. � tea•. •� •. � — -- —' door Pag s a- -- — — a- / w _ �.w•.�r a ••�•r� - -..� T• ..r r . . -_ _ . -. _ -.... _. ._ 7 �♦ � 1 , r � r �� i f � � f ,� �..•4.._-- +- a.__a. �._ ._.. ��_.. 1......... ......�..- w_. «..�....�.w�..+� -. . - iii i„ ' ... r - .-- _..- •_..._..... _ _.J�J OD co 1 I �• � 1 .�' � I 1 ! II ,� i 1 I I 1 J\ 1 • 1 "' , 1 t 1 I 't r i' I I ii it 1 _ I 1 I I QD -f I 1 - _ '� 11 •_ - - - - - •� ���. _mow - .. . _ _ . .. - - _ - _ a a,. -� _ .� _ �•: r• 1 r � f - - -- - � - , - ` •�-� •} _ fir {� �I te T �E I W 9 1111 311� DATE a � PEVIEW COMMENTS 5/12/!b � ° o W � 4 PLOT: bM /tt3 FILE: 04146—EN( Z i n 0 C G d^ w.s R� A Z C) i � I Q C- i V 1� 1 I II ;i 1 MAI 11' t+ �I 1 "� � - • C7 I I I II 1� I I R BDA 2 57.00 -- F E L TANK ENCL Std E _ — .. ----------- w— w- -- w_,.- - -- - -- �..._....__ __ .._.._..... _ ��....._._...._....., __�..�_..._._ ._.._ _ N R BDX 2 57 - 00'7 T ASH A Building Foundation Plan ! Cendant Car Rental Group 15820 Tukwila International Boulevard Tukwila, Washington 98188 NO. REMON DATE PEVIEW COMMENTS 5/12/!b PERMIT & MITTAL IV13/104 ENG: ARS CAD: JTM PLOT: bM /tt3 FILE: 04146—EN( IIM JOB #: 04146 4 a ISTE G` 1 1VAL �� EXPIRES 7 �T ENGINEE RING PLLC Structural Engineers 180 Nickerson Street Suite 302 Seattle. WA 98109 206.285.4512 (V) 206.285.0618 (F) , i i r. or `'1 n*r'l X 1#1 *' toy i1nr :*r;t ti 1 4 `.l lt1It' I `, 1 )4 14 !, F N' �, r A Aw(I ` 1 i M d M i i 1 i , r 1 • f i r I w i I t• i 1 1 1 i 1 r. OTA Bldg. Conc. Details Cendant Car Rental Group 15820 Tukwila International Boulevard Tukwila, Washington 98188 NO. REVISION DATE ftvlft COMMMTS SAUM FEW1IT WOMMAL 11/23AD4 ENG: ARS CAD: JTM I PLOT:OMA FILE: 04146_ENt 11. JOB 0' 0414' EXPIRM. 7/271/2005 __ + M FF., ENIGINEE RING PLLC -. Structural Engineers 180 Nickerson Street Suite 302 Seattle, WA 96109 206.285.4512 (V) 208.285.0618 (F) %0 %0 SEE PLAN POI! l � � ICIWEM I>4 7 � lT1�P. r� • 0 ,• CUT ALT. WINO AT JOINT -- -�-- vs' x 1 V?' PREMOLOED CONTINUOUS MAOTIC JOINT STRIP oft pEp C4N&T1111LICTION JOINT (MAY BE b I10 T AT CONTRACT - OIL 11 OPTION). x --- -X MIL VAPOR BARRIER QIR/Al4�I.IAR F (49 COMPACTED SUB GRADE g M P LL ��RImft I ' xxe: was 1 SHRINKAGE JOINT (S.J.) Ws �p_b (I) 0 4 .p 0 BOTTOM Ots PPP. WAL.L----- _ SEE PLAN 0 IsOR STEIN ' LOCATION ITI i ec�e, va• . i'.e• wic. � 4 TYPICAL STEPPED FOOTING SECOND POUR FIRST POUR "N FLAN MINOR BUM" "MCIYEp •LAS! TWICKNE" KOLD' JOINT. AND RE#4 GIPIG STOR REIN. (TYr, ) GL1t OF JOINT EACH+ 410E � v -1 z -m :. O � N14 mot L c! 91 C v N I UJ _ DST cQ N r �� PIPWA OR UTILITY r EXCAVATION NM ALLOWED BELOW 6. Q TINS LM _ 8CALE= NO SCALE IS 1 T WALL PENETRATION DETAIL t- 0 O � E f c � r-r . E ,. I P r 0 1 1 t � F 4 10 W a SECOND POUR FIRST POUR "N FLAN MINOR BUM" "MCIYEp •LAS! TWICKNE" KOLD' JOINT. AND RE#4 GIPIG STOR REIN. (TYr, ) GL1t OF JOINT EACH+ 410E X-.- I --- x �� _ e e • " AT INTERIOR GLAD PIlt MCM L* MIL V APOR V APOR DARRIRM 4 2' SID �IlIlMR LAYER OVER 4 9 GOI'NPACTED oft 161 0 PILL PROVIDE dHRIWAW OR CONSTRUCTION JOINT& IN GLA06 ON CsRADE TO BREAK LAP SLAB INTO RECT AREAO OF 49M 6QUARE PEET OR LE". AREAS TO BE APPROX. 6CL AMIE AND WAVE NO ACUTE ANGL E6. JOINT LOCATIONS TO M APPROVI D B Y TFWE AROW I TECT. SCAI E: NONE 2 CONSTRUCTION JOINT (C.J.) 1 PltON10E 4' -IV' LONGS SMOOTH M& ACROSS THE JOINT. PREVENT OCNO BETWEEN BAR AND GIWW V COW-AN ON A PLASTIC 8Lf".; COMPACTED 40 UMLAR FILL (49 •C ;t* PACTEO &Z ORAOE 11111 wi To [NATE ALL RKIW. ADDITIO 28 FROM CO ONT F WL J0 4NTG SID J SI 00ARLIED C4NTVWL • W&F UNITS ecaLEt riot 5 'ATION Jonrr for, • 3000"I SAM LAP TOP OTHER •IZE CLA00 BARB BARS A Z2 11 � s 2a 22 #4 a 29 u p 31 1! � A 3/r 26 p 41 36 � A 43 99 6 K 43 � A 6 4A d 01 63 � A 11 5D D 99 11 e bs i L 1lNNON LAP OrLIGt lFIOIIN ADOVE AIDE ►OR G4*I06TL GOVeR Z 64R DIIP'!T!R AND GBiTER TO GlIiTER MPACNCs T111S[ OAR 0401676R l CATEGORY IA 2. Tore ears ARE +40RizowraL aaea wrH MORE nHM as or cowc407e cAsT euau rNS BARD. S. TENOION LAP M'I.ICEO 8►IALL DE CLA00 D WLE80 ONE HALF OR LtOA 011 TF; TOTAL W 10 lTLICED WITI.IIN TI•! M6111111Ep LAP LEWGiTH. 4. GOI"N'IlEeAION LAP BPL.IGEO SHALL DE A MMI1'AJ'1 Of 30 DAR DUl 1@06 OT11EIrIM6E 0110Y+N ON TFIE DRAUNNGb. 3 LAP SPLICE SCHEDULE WMIZ. BARS all (2) Mb • - -.� /! - - • • ` r 4 Vr PLAN 8A CODE HREOUIREMNENTS: ACCO ALL Dam Am SHALL CwwM TO TIE K>r1TvwTIDNAL BU LM4 CODE. 2563 EDmow. As AMVNDEO BY THE CITY (w TUKwNLA, SAWN LUMBER %DLL of GRADED AND MARKED IN cowFORM�ANC am WCus STANDAM GRADING RLUS FOR WEST COW LUM t. SUN LUM M OULL K FURNISHED DRIED TO M AXII UM MOISTURE CONTENT OF 1 =. SWEL.D WOOO CONTRACTOR SWILL PRONWE BRACW* OR SUPPORT REQUIRED FOR TEMPORARY FROM RAM! AND PROMOE FOR FURTHER 0"NG OF THE ASSEMBLED BUILDING IN cowsrauctow LOAas AND FOR vrmuCTuRAL COMPONENTS As KcIumED DURING ERmnoN. ORDER TO M"WZE SHRINKAGE. ALL EXTERIOR LUMIBER AND L.UINR N AACKPILL BEHIND WALLS SHALL NOT K 'LACED KF'm THE WALL Is PROPORL CONTACT WITH CONCRETE OR MASONRY SHALL K PROOK ATIVE T119ARD. SUPPORTED. REFER 1Ia ARKCHITECTURAL PLANS FoNe WALL oPENWNGS, AACIVECTURAL FOR SIZES TREATN SPECIES AN cRAoes SHALL BE AS Fq.LOMrS: EM, AND NOT SHOWN. CONSULT MNECHANICUAL PLANS /1N0 LOCATIONS OF All OPENINGS FOR DUCTS & PIPES ETC. NOT SHOWN. THE CONTRACTOR ONALL BE RESPONN LE FOR COOIRDINATION OF TIME D"AMON. SNORING. AND OTHER USE ap" Mwm MATH ALL Tic UTMJTNa AM ADAC M► PRRpPEfR1 L CALL KfOAE mmma WALL STUDS AND BLOCKING 1 •x00 4Z4..ayy,5, DESIGN � 2X4 HEM-FIR STUD LIVE L�W105: WALL PLATES NO. 2 ROOF 25 PSF (D O" ` STUD 2x6 DF-L NO. 2 WIND LOADI so MPH. EXPOSUK s ' ALL NEw -Fin Na 2 MwAssm WALL SYSTEM BEAMS AND POSTS So . 1. fw RO MASONRY Swm WALL 4 THICK AND LAROEA OF -L NO. 1 St • 0. 42 W �AItM SITE GLASS o SDS • 0.64 R • 5.0 APA GRADE TRADEMARK Of TK SD1 s 0.44 EQLINI/AN.kMT LATERAL iOAGE � PLYW�000�A.SSOCIATION. �W 00 SHEATHM PANEL GRADE S1" K SOC D FOUNDATIONS: C -D OR C-C WITH EXTERIOR GLUE (COX). INSTALL ROOF AND RAN FOUNOATXM SHALL BEAR ON COMPETENT NATIVE MATERIAL OR BY OTHEM S HEATHING WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTS AND IN A MEANS AS DEFMIEO 0Y DO DOWER. STAGGERED PATTERN OR AS VdDICATED ON THE DRAWIN1 S. SHEAR WOO FRO MINT' ALLOWABLE 801k BEARING AGAY 18 3000 PSF. SEE OEOTE IICAL. REPORT REQUIRES 2X AND 3X SL0004 AT ALL PANEL OM AS NOIC/►= ON TIE PREPARED BY GEOMMI CONSULTANTS DATED OCTOW 2D. 2004. FOUNDATION WALL �. RIX - - - -- DESIGN PARAMETERS ARE AS FOLLOMIS: PANEL THICKNESS AND RATINGS AK AS FOLL00: NON- VIE LDING 35 PCF YIELDING 50 PCF PANE CO EFFICIENT 400 PCF USE THICKNESS SPAN RATMNG NNALIING NAILING READ BLOC COEFFICIENT OF FRICTION asa '� FROST DEPTH 24" FLOORING 3/4' 40/20 T&C 10d06 "OC 10001 NO SITE CLAM D ROOF 5/8 " 40/20 T*G 1 Od*6 I O� 12"OC NO . ALL SOIL BEARING SURFACES SNAIL BE SUBJECT TO APPRONO BY THE GEOTECH NiCAL AWLS 15/32 M 32/16 SEE SIEJIR WALL SCHEDULE YES ENGINEER PRIOR 70 REBAR & OOINCAETE Pte. REFER TO SMEAR WALL PLANS FOR FROOR AREAS WHERE BLOCKING AT ALL CONCRETE: PANE. EDGES IS REQUIRED. CONCRETE SHALL CONFORM TO AMERICAN CONCRETE INS'TTTUTE STANDAW 301. "SPECFIGATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS`. CEMENT AND CONCRETE Pt�.FABRICAT® Mf0 D �- .HOISTS AMD BEAMS SK 4 U CONFORM TO ASTM C33. C94, k 0130. ADMIXTURES SHALL K APPROVED BY THE PREFA13RCCATM WOOD I- JOISTS AND BEAMS SHALL BE AS MANUFACTURED BY BUILDING OFFICIAL. AS?M 0494. AN Alt ENTRAINING ADMIXTURE SHALL BE ADDED TO ALL TRUS -JOIST AS INDICATED ON THE PLANS. SHOP DRAWL NG15 SHALL K CONCRETE EXPOSED TO FREEZE/THAW ACTION TO PRCw" a PLUS OR MINUS x SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. STORE, ERECT AND INSTALL ENTRAINED AIR, ASTM C260. THE USE Of 110701- SOLUBLE CHLORIDE IDE ION SHALL NOT BE PER MANUFACTURERS RECOMMENDATIONS. REFER TO M1AUL FACTUAER FOR USED UNLESS AIPPRONEO BY THE ENOW. ALLOWABLE PENETRATIONS IN WEBS OF I- .HOISTS. 00 WT CUT OR DRILL f e w/C RATIO SACK SPECIAL INSP. USE FLANGES. 00 NOT CUT OR DRILL HOLES IN MMMPACTURED BEAM iEmma AT NON - PER Cy REQUIRED UNLESS APPROVED BY THE ENGINEER. 28 DAYS AIR I AIR OF CONC. LOADING SWILL BE AS FOLLOWS: ROOF FLOOR 2500 0.67 0.54 s 1/2 No SUSS ON GRADE TOP CHORD LIVE Law (SEE DESIGN LOADS ABOVE) 3000 0.56 0.46 S 1/2 YES WALL. FIGS. t COLLIMNS TOP CHORD DEAD LOAD 12 PSF 25 PSF BOTTOM CHORD DEAD LAW 6 PSF S PSF AS AN ALTFRNATNE TO THE ABOVE. THE CONTRACTOR MAY SUBMIT' A CONCRETE MIX TOP CHORD UPLIFT 7 PSF DESIGN FOR APPROVAL TWO WEEKS PRIOR TO PLApNG ANY CONCRETE. THE ALTERNATE MECHANICAL LOADS PER iEC.MNANICAL MIX DESIGN WILL BE KVIEWED FOR CONFORMANCE TO SC 1905. CHAMFEIR ALL EXPOSED (50 PSF ALLOWANCE AT FLAT ROOFS) CORNERS PER AACrMTECT OR 3/4' r moor SPECIFIED BY ARCNITOCT. _ MANUFACTURED BEAM SECTIONS SMALL BE AS FOLLOWS: ASTM A-615 DEFORMED BARS GRADE 60 (1 y • 60 KSI). WELDABLE AND BENDABLE REBAR LVL • WROL►M LAMINATED VENEER LUMBER 1 .3E ASTU A -706, GRADE 60 AND ASTM 1 -185 (Fy=75FOR SMOOTH MELDED WIRE FABRIC. LSL LAMIhM1TE0 STRAND LUMBER I AE PROVIDE LAP SPLICES PER SCHEDULE. M�MNWIM CONCRETE COVER SHALL BE PSL = PARALLAM PARS UEL. STOW LUMBER 2.0E CONCRETE CAST AGANST EARTH 3' MONG NOTES FORMED SURFACE EXPOSED 70 (#S B LARGER r FRAMING ACCESSORIES MN STRUCTURAL FASTENERS SMALL BE AS MANUFACROW EARTH OR WEATHER (05 s SMALLER) 1 1/r BY SIMAPSON COMPANY OR ALTERNATE APPROVED BY THE ENGINEER. N0ALL CONCRETE NOT EXPOSED TO WEATHER OR EART1'1: ACCESSORIES IN AOCARDANCE MATH THE MANUFACTURERS SLABS, WALLS 3/4" WHERE STRAPS CONNECT TWO MEMOM TOGETHER INSTALL HALF OF THE NAGS BEAMS A%MAA CO LUMNS: OR BOLTS IN EACH MEMBER. ATTACH JOISTS Tip Fi.U9M TEAM AM BEAMS PRWARIrY REINTIORCING 2' WITH ITT SERIES MANGERS TO SUIT THE MEMBER M. P!lpi1110E BOLND OLOCKNG TES. STIRRUPS. SPIRALS 1 1/Z' AT ALL BEARING POINT'S. FRAME NON -LOAD BEARING WALLS WITH ST" AT I r OC. DISCUSS PROPOSED PLUMBING. MECCKwNICAL AND EIECTR1 CAL P0ET11A 01% REINFORCEMENT SMALL BE ACCT FATELY PLACED AND ADEQUATEL BEFORE WITH ENGINEER PRIOR To NSTAWITION. CONCRETE Ns PLACED. INS; WADING OF R'ENfORCING STEEL. IS NOT PERMITTED. EXCEPT AS SHOWN ON THE DRAW*" NAIL SIZES SHALL BE AS FOLLD� WRHOUT PRIOR APPROVAL. FROM THE Flr(W* ER. WELDING SHALL BE DONE BY VAN A SIZE DIAMETER LB47H AWS CERTIFIED WELDERS IN WITH AMTS 01.4 USING ED= 8d 0.131 2 1/2" REINFORCEMENT PARTIALLY EMBEDDED IN OONCAETE SHALL WT K FIE BENT DICEPT AS Sod 0.141r r 12d 0.141' 3 1/4" SHOW ON DES" DRA1NrNt;.s 1 ed 0.1 aZ 3 1/'2` CONCRETE MASONRY: ALL CONCRETE MASONRY ASSEMBLIES SKILL A MNlNMNLRN COMPAESSl1wE STRENGTH OF USING wa SIZES OTHER THAN THOSE SHo wI1 Ass WILL REOUIRE 1 "MmI500 PSI. DESIGN STRESS ARE N AocoRLaANCE W11TH INC 2107.2 *44TH SPECIAL ENGINEERING REVISION TO THESE PLANS. NSPECII . VERIFICATION OF OOMIPRESSNVE STROOM SHALL K PER IBC 2105.2.2 I 'UNIT 51RENGTH METHO(r. CONCRETE BLOCK WALLS SHALL BE REINFORCED AS SHOW ON THE PAWS AND DETAILS. GROUT SHALL. CONSIST OF A M 0 UAE CE1MENTTTXM MATERIALS 40 AGGREGATE TO WHICH SUFFICIENT MOCTURE OF U%TER NOS BEEN ADDED TO CAUSE THE MIOfTtUAE TO FLOW WITHOUT OF THE CONS71TILIENTS. GROUT SHO" BE PLACED N MAXIMUM LIFTS OF 4'-O'. ALL CELLS SMALL BE G JFM IWT CONCRETE MASONRY UN175 1900 Psi AM C-90 GRADE N-1 DENSITY NOT LASS THAN 11 PCT' MORTAR I sw PSI ASTM C -270 TYPE S GROUT Roo PSI ASTIR C-476 VERFVATMDN TEST OF THE UNIT STRENGTH SWL NE DONNE PRIOR TO CONS'TiiIUC'TgN DURlNc CONSTRUCTI FOR EACH 5000 SQUA14E FEET OF COMPLETED NALL. MASONRY WALL. REINFORCEMENT CMU MALL SHALL BE AS UWATED R10 U. N.O. BOND BEAMS IM TWO AND A THE OF OF� OPOOM AT A LJICH CORNEJt ALB AT THE EMOS OF ALL VALLS LAP ALL BARS 46 DIAMETERS. 1 90" U.N.O. MNLL HORIZONTAL � H.+ov►nON B (2)#4 • 24 05 • is CENM FULLY MRA/7LY W^.L r t 51 ILICTURAL STEEL_ AYATeaks SH LL BE M MwTIN TIE FOLL0111110i6c STRUCTURAL SIML AS M A 36. Fj X36 KC51. ASTM A022 1 t - w MIAL ASTM A 36. F •.3a IKSR � R R AL. PPE � A 501..` SAIL= E 0 � 46 go F 36 STRUCTURAL BOLTS AS7M A 32,5- -9C r WOOD CONNECTION BOLTS AISM A -307 ANCHOR BOLUS AM A-307 OR A 'MIEIDIR' EIFICTIi00ES E1110c oEStar, FAeAlCAT10N AND ERECTION SHk.L BE IN AGCO�oAr+aE MIRTH THE M EDOWN of INE T 0 AW FOR 0ESOK F mN+ AM ERBCwoN of STEEL FOR Nu1LD81W. ALA. rEMS OVAL COWOM TO THE AIRS 01 -1 *9 WCTUgo L MLOW -r ,�..;v, T CE `,4- CODE'. ALL UCLDBNC SHALL BE PE160FAEED @Y 0 ISM! QR 1 690CrI7y0N OF BULONG OFF1pKS rrMAO) AM AILS QED MRLOEIIS. ALL w00MP1E m Pmn1w1T1011 1806 NP) SMMLL BE TE'S7IED„ ALN. FILET 14MM SHALL K VWjUT IN PEIrTED. IIL1. FA131©ERS M CONRTUKT MINIM MAIMED ROOD (MAILS► NOLM N11NSM E W,) s"ftL BE commasas NESISMN T t____ ___ an SI nns SMI) DN 1401110„ TO /Y NULOM ORFTc.Tw" wooft NSPW Of AN E'11IM1111 ARBICV '.irLL K TOR 1. SwOL. NEOWAS SLNFRCS L 010019M 00 CONCRETE PtACOM. 3► cmu AMR PLIC89A AND IR1RM GODAMM AwNnE 111E t mom x111100 . 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AT I040 OF CIO VAALL I 1aNro. s I N or GEE WALL SECTION 1 t I I I I FOR 612E 4 SPACWs OF WALL REW#'dRGMNKs I ALTERNATE W4MRSECTION COF&4ER �Q:l ecxc. vs• . r -a *rn LINO. xxe: � are wry twaw STANDARD w smrw 8 i TYPICAL MASONRY INTERSECTION REINFORCING 9 I TYPICAL MASONRY OPENING REINFORCING f 11 as . ca �a pa 0 w E4 x w p 1M i� r I a � I I � � 0 V" 91 J � v -1 CO O � N14 0; cn L c! 91 C v N I UJ cQ N z o cc �� } p 1M i� r I a � I I � � LO O C\2 d A W C� 12' X73 : NOTES - I i i F -1 40 v ( T ( } CO 6. Q 4z 1 0 O � f J � r-r . E ,. I P 0 cv 1 ...� � W W !� of O = v W LO O C\2 d A W C� 12' X73 : NOTES - S1 - -- •+�..�.. -�.- �. - �„�_ �. - � -..� :� �.►..�...� � �. -. -..�. ��- ' -- -"'4 - r.�. -� �•.. -.. - s- s- r•.......... +.�..- ..n►.�....s•- �r...� -v..•- � ...s• �..+w� +.ems.......►- +....�...�.- � WIDTN OF FEAD JT. C AIJLKNCr DETAIL I i i F ( T ( } CO r-n � 4z 1 0 f � � r-r . E ,. 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L t, I , I I } t } r r t ... r &:�4 - - - -- - REF: BDA 20457.07 – EXTERIOR — BLDGS A & B r+ g M -, > FA U z ,Q 7a n L� E i t ,r I r 1 + 1 R k� i CO N Administration Building -North I Cendant Car Rental Group 15820 Tukwila International Boulevard Tukwila, Washington 98188 N0. REVISION DATE 1 GOI"MENT6 6/11M5 FOR 1lEvIEIU 12T/04 .1 f 1 � 1 !• FILE: 04146652 f.r T 0 7 r� 1 -i n �. r � III I f � I ` • �:) , t 1 r I l ,t „ � r I ! I i 1 i t 1 I t , I , „ t t I r t r I I , 1 7 { I t I I I r i I ; I r i , 1 � r i r i t � i I I i • rr._. w .� w w _ t ! � r 1 { t t } s 1 � 1 ► � I 1 t t + 1 1 i t 1 1 I I t � I � s 1 , ' i r t t �•,rrr 1 t! I l t I f tilt! ! 1 1'iil 1 I $-) .A A. L t, I , I I } t } r r t ... r &:�4 - - - -- - REF: BDA 20457.07 – EXTERIOR — BLDGS A & B r+ g M -, > FA U z ,Q 7a n L� E i t ,r I r 1 + 1 R k� i CO N Administration Building -North I Cendant Car Rental Group 15820 Tukwila International Boulevard Tukwila, Washington 98188 N0. REVISION DATE 1 GOI"MENT6 6/11M5 FOR 1lEvIEIU 12T/04 ENG: REW CAD: DWH PLOT: b/iJ/O5 FILE: 04146652 +Ua #: 04" e "j ()NAL L MW IM. 7/27/2005 CT ENG IN EE R I N G'i PLLC Structural Engineers 180 Nickerson Street Suite 302 Seattle, WA 9810q 206.285.4512 (V) 206 285.061b (Y) 1 hrw 1.r • 1}' rr � f�ow tvii I rv, iie ,v •/ , lei r.r •/; �i � , �,'��.,� }!( i � r1 , +t � ,�� ( L t ±. .'. •L / I �1,r. � , {.. r„ k}('.I � 7 OI .'1 t: ? . •ry�llrl • i } i 1 i 1 1 I • i t , I � 1 f # I� 1 i I fr . v . . • qM f 3 Cf) D 0 z m c (7) r v 0 x m Mai D !O z r I 1 AMON r • i i ce~ f� k� , t t� (0 fi 4 S ! f' ' i 1 l { • i I , ( 1 F f 1 I 4 � ; two . i • I t t , J I 1 ! !! Y L t � � 1 ' Tt*X4X /4 1 i i •• x , f I ` / 4 6 x 1 I L_ , s 1 �- 1 I � ! I 1 I � 1 I , I • , I ! i t , . 1 t . r 1 r -• , ! 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REVISION —� DATE ►� #v L 1lEYlf W T$ 6/x11105 P01t Il�YIEW 1?/R /+�4 ENG: REW CAD: OWH PLOT:S/t7/l0'S FIl.E:04146522 •; i .11 l � .ev 0 Z iff In r --4 � OWN I 4 � f , I: i , I ! 1 � I ft � yy i1 i I o • j • "a i r�• a CL 1 i C i t i o i t �O iQ i ► � 1 , ! , ! i LL, r i 1 �O 1 t e 4 i 1 1 i 3 I , s ; ►j i 1 � 1 I � •� 4 i i i s � i f 07 LL::? s ' t IL ' 1 i I ! 1 i ! t � t . � i � r� — •9 � 4.4 j ti► 1 S1I i ; i r• 1 1 , { f T — — k , 1 1 i I I # 1 NC , i 1 Oalf— — . , • n I t U s ! 1 1 i it r�� t 1 i t CO) W � Administration Bldg,, North Cendant Car Rental Group 15820 Tukwila International Boulevard Tukwila, Washington 98188 ;tee W M BDA 20457,07 EX Vuf r•' r N0. REVISION DATE ME view GOhR'lNTS 6/11A05 FGR REV RT�4 fNC: REW CAD: DWM PLOT: D/IT/d5 FILE: 04/46522 N0. REVISION t'•t� . N • �r 1 1W Ar wwww 101 ENGINEE RING PLLC j EXPIRES. 7/27/2005 =• C ' I Structural Engineers '. 180 Nickerson Street Suite 302 Seattle, WA 981 09 • 206.285.4512 (V) 206.285 -06I11 (F ) , DATE 1lEYlf W T$ 6/x11105 P01t Il�YIEW 1?/R /+�4 ENG: REW CAD: OWH PLOT:S/t7/l0'S FIl.E:04146522 t'•t� . N • �r 1 1W Ar wwww 101 ENGINEE RING PLLC j EXPIRES. 7/27/2005 =• C ' I Structural Engineers '. 180 Nickerson Street Suite 302 Seattle, WA 981 09 • 206.285.4512 (V) 206.285 -06I11 (F ) , r I 'i 4 1 r ? IN I I # i • 1 Q Y � w � x � � 4D CD L L 0 X 7 F 3 -4 91 Ir m �. -4 Q \7Z .11 n ITI M REF: BDA 20457,07 EXTERIOR - BLDGS A & B 44bb Maintenance Bldg. Partial Plans Cendant Car Rental Group 15820 Tukwila International Boulevard Tukwila, Washington 981-88 Noe REVISION GATE f"VIEW COOMPIENTS DA20b REVIEW tam /104 ENG: REW I CAD: DWH JPLOT: 5/12/05 _ lFILE: a4umu 11 JOB #: 04146 CT E N G I N E E R I N G Ilk PLLC Structural Engineers 180 Nickerson Street Suite 302 Seattle, WA 98109 206.285.4512 (V) 206 285.0618 (F) I EXPIRES: 7/27/2005 j I Z 3/4' ! COPE TOP 4 BOTTOM I V PL.ANW6 AS AEa. AT RK • • .J 1 N SEA SCWW. W01lo S IN ftA ICE MAN NJ•IOER OF A3 25F DCOLTS PER BCNED. IW WARDEMP WAS1MRd DBA�M SIZE NO. OF BOLTS ow"11�1� PLATS T1141cK " WILD SIZE CONNECTION CA `t' (SMarls S+.+EAW I* f 2 )1/i' 1/4 V4 a� WID !3)1/8 1/4 V4 IS.1 W12 ( 5)1/8 8 1/4 1/4 Ib.1 W14 (4) 14' V4 V4 25 Wli (4)1/S V4 V4 M (3) w d- PKX)F 09GKVo Lft - D' UV (2) 16d TOENAIL EC T OP 4 DOT. GUT TO MA=W SLOPE Q APIOW —TJI RIM JOIST + 4 . PARALLEL EXTERIOR TO ROOF FRAMING ;a _ 1 L _ k L 1 � Al i zp 1 r i r r r r r • /■ ■ T1 b e - ME led Sim • - V4 R 3 /8' STIPENEIt REAM M PLAN R 5 /6' X !DRAM WID1 V4 (4)'1 A32D DOLTS • oEAM CoAGE TS COL. PER PLAN �2 STEEL CONNECTIONS LTaa rwier erRaP WED DLOCICIMG� 4X6 GOVT FROM FROM ROOF TOP WALL PLATE 4•24'OC TAPERED TJI_ J PER PLAN PLYWOOD EDGE NAIL vNTMG PER AliGFI NOtE1 1. pMIPME J018T TO WALL PLATE YI/ aal NAIL EACId 610E. 11R' MIN. FROM END. PERftDCICULAR O7 EXTERIOR TO ROOF FRAMING BEAM GOBI. IE AND ISOLTS PE R REAM co�NECTION ec�+Ea. HINGE SEE PLAN FOR LOCATION SOLID L.SL BLOCKNG IW A3b • 24' OC E PT TOP SILL AM W/ 5/8' DIA MRETE ANCWOM O EXIST W 6&L • 31 ' (EX*(TWm MAY DE IF OVA. W) X12 ROOF TO CMU WALLS LTT205 • 32' OC W/ CONCRETE LMM • W OC W/ CONCI" A ,1408 AND (0) Imd X 1 4 A*iCWM AND (W) 1Od X I LO ALLIED DIRECT TO BLOCKING • APPLIED DWCT TO BLOC1CMCi • DO NOT DOODLE NAIL BLOCK NO DO NOT OOUNA WOOL ALOpCNi�i DIAPNRA&I BOUNDARY ---- DIAF'IMlAf3F1 D01�pARY NAILMG NAILM 4X0 LEDC Pt WV 4Xi LEDGER IW /0 CONCRETE ANCE40M PER CO CRETE PEIt fiGNEDUL.E I pigs REFER To ARCa FaR N"ATICK vENTILATK)K 1 R T O AMW FOR Ft.ABHNCi AND N1b"T1m WATERPROCIRMG VENTILATIOK, FLAbhiNki AND ' WA m Q t0 TJI 11LOCKN O • $?' OC Of ITT WQiEltb •NAIL W/ (1) Od • EAC14 TJI JOISTS PER PLAN TJI dLOCKN O 0 32' Oc 1W GOVT I& RE" W • 24' OG ITT EX16TNO WALL EXISTNG WALL 03 LEDGER TYPE Ll ❑4 LEDGER TYPE L2 NEW be SLAD (E) CONCRETE ON COMPACT= FILL r CONT LSL RN1 IIV A35 • Z4' OG 4Xb Pt TOP 6" PLATE W/ S/E' DIA ; ��VCHOR 80LT8 • 3Z' Oc Till I IW (' CUT 131 ROOF TO CMU WALLS WALL FOOTING NEW be SLAB ON COQ PACTEa FILL, (19) C�ONGI�TE T/ bL.40 !L 3ii00 (YERFI') P_. owl II II II 11 DRILL AND MNOX1' 14 4 X 3'-6' + N1 CC W/ * vim (2) 9 TOP s a wow �d + S 1IER'r DRILL ANo EPDXY +�4 vE1lT' + be Oc IW i' Dow 10 EXIC.AYArIM N0 SOIL a 14 ROOF TO CMU WALLS 15 CMU W ALLAND AT FN E" _;QCs cwaZR5 r.+rE"L.+'sc 3C.ti'5 • 6 JG i i 1T . 18 1l�E 2 VZ' S' , 3 �_ �_ 2 STEEL CONNECTIONS vl• OFFSET 3/4' PL (2) 3/4' PLAP ETER .ANCI�iORd 1' 2 L Ll 'E) 4XV LEDGER aN0 ROOF :ORWECTION TO REMAIN .PT4 • 14' OC a Mb • E T/ 61 EL. 3"AW (VFJWY) II i i I L � I'•d' Ledger Sohed* MK DEaCRWTM AN�=NOA11RiE NOTE 3/4' DIA, &TAN A" STINL It 4XI0 OM (PT) COCNCMTE • all OG MAX b WIN= 0/6' DIAL STAPLE" OTC. © 4X6 OR (PT) MAX 3 MM�"�1" I (2) IINGNOM Pilt PIiGE, MA C DISTANCE • 1S' ❑5 LEDGER SCHEDULE DRILL D X 3'-d' u 0 (2) % TOP go 'S • a NORIZ �b • i? VERT ALT. WOO (2) lb G W EXTERIOR TO ROOF FRAMING 91 i w, a 3 ti .. co.- cQ , Q Q w ; G�� VrGNIq n01RNWi1110�1 �+ ENTRY CLOSURE C: Q � lb• lip" Oro. � E WALL PULLY 01110m 1iORIZONTAI. � IL GONG. Gorr +44 •2 ' m Q F�ER PL L 2 A (2) c1cw. c o GOVT I& RE" W • 24' OG ,� ! -.,c' = s 0 .. f c; d • . 'P Not 0 C 4u I ' -® I p •! • ii' OiG. YERI'. D�.iB WALL 4 (ALT Wo 4xv PT TOP BL.L RE BACKRL.L a 1 !- 9 4 • 1p' NpRI,z. 8 4 0 , PLATE 111V SW DIA oo z WALL S NV" CO FM GRAN BY OT EIM low r• CrA rn ' 0 ' ', • • t A . • 1 a , • I t ''"'' I cv 0 I CO .•W R Ea It o V t3) c4w. i A NO�TFa >� i 1-T+Cs bTQ1 WALL - O' IIEF1011117 FOR EXIC.AYArIM N0 SOIL a 14 ROOF TO CMU WALLS 15 CMU W ALLAND AT FN E" _;QCs cwaZR5 r.+rE"L.+'sc 3C.ti'5 • 6 JG i i 1T . 18 1l�E 2 VZ' S' , 3 �_ �_ 2 STEEL CONNECTIONS vl• OFFSET 3/4' PL (2) 3/4' PLAP ETER .ANCI�iORd 1' 2 L Ll 'E) 4XV LEDGER aN0 ROOF :ORWECTION TO REMAIN .PT4 • 14' OC a Mb • E T/ 61 EL. 3"AW (VFJWY) II i i I L � I'•d' Ledger Sohed* MK DEaCRWTM AN�=NOA11RiE NOTE 3/4' DIA, &TAN A" STINL It 4XI0 OM (PT) COCNCMTE • all OG MAX b WIN= 0/6' DIAL STAPLE" OTC. © 4X6 OR (PT) MAX 3 MM�"�1" I (2) IINGNOM Pilt PIiGE, MA C DISTANCE • 1S' ❑5 LEDGER SCHEDULE DRILL D X 3'-d' u 0 (2) % TOP go 'S • a NORIZ �b • i? VERT ALT. WOO (2) lb G W EXTERIOR TO ROOF FRAMING 91 i w, a 3 ti .. co.- cQ , Q Q w ; G�� VrGNIq n01RNWi1110�1 �+ I A Z W •• H O IL �_ � o x •f g � u � c� � � 3 to co v I Z h .- W ti C: Q � � E V o � IL V m Q 00 c o v L! cn c C Not 0 C 4u I ' W� _ >i o � 'v px ~ 0 , z N NV" CO 0 cQ low r• CrA rn ' I A Z W •• H O IL �_ � o x •f g � u � c� � � 3 to co v I Z h .- W ti S5 e sd 4 i 5.4 o � � m Q 00 c o CO •O Q) Q; p r• CrA rn ' ''"'' I cv 0 I CO .•W It o V 01 i S5 e LZ OC. cQ CIO N IV W O LA O M IL V W N 0 C O) cc W" tc : CD (A to cn CC C-5 0 C) C ' 4 c LIJ sc LO CO m CO C\l •� co cQ CIO N IV W O LA S6 law k .1% M V W 10 0 00 •� co � . jE cv O S6 law k .1% W 10 0 00 •� co � . jE cv Cc) S6 law k .1% 1LJ `I PLANT LEGEND Botanigai &ommon Name Sizg jgemarks Oty Svmbg hgt. 36 1 Pinus m. 'Pumillo' / MUGHO PINE ,Ire Acer griseum / PAPERBARK MAPLE min.2" cal., high branched 20 Acer c. 'Queen Elizabeth' / HEDGE MAPLE min. 2" cal., street tree form 1 spr. /compact Calocedrus decurrens / INCENSE CEDAR min. 6' -0" hgt. 6 0 ercidiphyllum j aponicum / KATSURA 2-1/2" cal. / single trunk, 5 Rhododendron 'Unique' / Rhododendron street tree form 51 spr. /compact Pinus contorts contorta / SHORE PINE min. 6'--0" hgt. ; 3 min. seudotsuga menziesii / DOUGLAS FIR min. 6'--0" hgt. 3 0 Pyrus calleryona 'Trinity' / FLOWERING PEAR min. 2" cal., high branched g Q 5brub Arbutus unedo 'Compacts' / STRAWBERRY TREE ; min. 30" hgt., upright 23 0 Daphne b. 'Carol Mackie' / ROCK DAPHNE min. 24" hgt., spr. 275 o ¢ Epimedium v. 'Sulphureum' / BISHOPS CAP 1 gal, 222 0 Euonymus a. 'Compactus'/ WINGED EUONYMUS min. 24" hgt., spr. 424 E Ilex c. 'Convexa' / JAPAN. HOLLY min. 18" spr. /compact 238 m Q7 Myrica colifornica / PACIFIC WAX MYRTLE . rein. 30" . hgt., upright 7 15" O.C. Miscanthus s. 'Yoku Jima' / MAIDEN GRASS 2 gal., full - 206 1 gal. Nandino d. 'Compacts' / HEAVENLY BAMBOO min. 24" hgt. 1. " 7 Is Pieris japonica / LILY OF THE VALLEY SHRUB min. 30 hgt. 36 0 Pinus m. 'Pumillo' / MUGHO PINE min. 21 " spr., non- -- sheared. 252 Potentilla f. 'Moonlight' / CINQUEFOIL min. 18" spr. /compact 10 0 Rhododendron 'Cilpinense' / Rhododendron ..`min• 15" ,spr. /compact 5 Rhododendron 'Unique' / Rhododendron min. 21 " spr. /compact 166 0 Sarcococca humilis / LOW SARCOCOCCA min. 12" spr., horiz. form Landscape Typ 37 0 Vib urnum tinus 'Spring Bouquet' / LAURUSTINUS ruin. ' 24" hgt. /compact V ® Coreopsis verticilato 'Moonbeam' / COREOPSIS 1 gal. ® 24" O.C. f— o ¢ Juniperus c. 'San Jose' / SAN JOSE JUNIPER 1 gal. 0 24" tri. spacing 0 Arctostaphylos "Massachusetts' / KINNICKINNICK '1 gal. A 24" O.C. U Z ao Q_ Mahonia repens / CREEPING MAHONIA 1 gal. 0 15" O.C. Z Q Pennisetum a. ' Hamelyn D WARF FOUNTAIN GRASS / 1 gal. ® 24" O.C. Z Q Lawn / Sod O W OD j -- 0 r 0 O �g .. C tu 19 EXISTING VEGETATION + EXISTING TREES * Plant sizes are specified per the Arr►ericon Standard for Nursery Stock, Pubikvtion —May 2, 1986 sponsored by the American Associotion of Nurserymen. Inc. i s * See Note for trees don So. 160th Street... Acer m - g gnseu 0 3' dia, Acer campestre • 4" dio. and Pinus contorta • W hgt rein. If t , * Pkin t {` w titles repre5en t the en tire site. Existing e Tree ( I ;/ :, '= "t v i r - r f t SHEET 11.2 M N ■ '\ N 4 ■ 0 Existing Mature Buffer: Douglas Firs and Shrubs. Remove Ivy replace with Mahonia Repens. No Irrigation Required in this Area. it I�. M -fi II II If 11 It u If If �. II + II II .. n N ` li �J U 1a MIN-- w w i -7 L1.0 i i PLM TING NO ^ * Planting will for shrubs /groundcovers shill be deemed as new topsoil /compost cultivated into existing prepared subgrade. Trees shall be pit planted with prepared planting holes being a minimum twice as wide as the rootball and at least nine inches (9") deeper. * Sol Preparation: Cultivate shrub bed subgrade to a minimum depth of eight inches (8") and dean /remove all rocks, roots, debris over two inches in diameter. Lay a two inch (2 depth of compost /topsoil over entire bed and till again to a minimum depth of ten inches (10 ") to incorporate Compost thoroughly into grade. Lay two inch lift of Compost and till again. * Fertilize dl installed plants during backfilll operations with 4-2 -2 Agro Transplanter and Agriform Plant Tablets as recommended by Manufacturer. * Substitutions or changes in materials and placement shall be made only on the written change orders as agreed between Contractor, Landscape Architect and Owner. * Mulch all beds with a minimum 2 inch (2") depth of approved 'mulch'. * Stake trees as directed by Landscape Architect. * The Landscape Architect retains the right to inspect trees, shrubs and groundcover for compliance with requirements for plant size and quality at any time. This includes but is not limited to size and condition of rootballs, root systems, insects, latent injuries and defects. Remove rejected material immediately from project site. * Replacement of Plantings: Remove from site and replace with new planting, at your expense, any plant that is either dead or in unsatisfactory condition, as determined by Landscape Architect as soon as conditions permit within normal planting season. All replacement plantings are then to be under reinstated guarantee period, as specified. Identify these replacements and take whatever necessary steps to prevent similar demise of plant materials. * Warranty. This Warranty shill include replacing and planting some size and species of plant material shown on Drawings that is designated to be replaced by the Landscape Architect. Except for loss due to excessively severe dimatological conditions (20 year weather charts), instilled plant materials are required to be guaranteed until the and of one growing season against defects and unsatisfactory growth, except for cases of neglect /abuse by Owners /others. All plants replaced shdl be reinstated under plant guaranty conditions. GENERAL NOTES: * Coordinate work with other trades as required. Determine location of underground utilities and perform work in a manner which wil avoid possible damage. Coordinate with Utiitfes Underground Location Center and Owner for locations of existing underground utilities, etc. servicing or routed through the site. * Provide protection of dl property, persons, work in progress, structures, utilitties, walls, wdks, curbs and paved surfaces from damages incurred arising from this work. The Contractor shill pay for any such damage at no additional cost to the Owner. * During construction, keep pavements, building dean. Protect site and adjacent properties from damage due to construction operations, operations by other Contractors /trades and trespassers. Unfinished and completed work shill be protected from damage by erosion or trespassing. and proper safeguards shill be erected to protect the Public. * Staking and Layout Immediately notify L Architect in writing of any variance between plans and actual site. Landscape Architect has the right to adjust the location of elements. Verify l ayout with Landscape Architect prior to any instillation work. Verify instillation conditions as satisfactory to receive work. Do not instal any site elements until any unsatisfactory conditions are corrected. Beginning of work constitutes acceptance of ' s as satisfactory. When condlitions detrimental to plant growth /eor►structed elements, are encountered such as nubble fil, adverse conditions, or obstnxtions. notify Landscape Architect * AM new planting areas to be serviced by an automatic imgation system. Ar ` • � 1 ` �iiiii wr e ` AV J u..■a IF i! N, KEY MAP - GAY �` -J • . t'�.� - V north q �'©� 0.� o O ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE H WY *300 BURLINGAME — CA — 94010 ■ TEL (850) 692 -9911 FAX (650) 692 -0181 r I �.....w.,�. + ..�.a -_ .rain. - - +.. _ .... .. , _ .,...... �...�....���.� ..- - . _...�...�. w - •....�+qrr. .. ,.. -� -. a.-'�. � �- - - _.. - ...�. _ or Glenn Takagi Landscape Architect 185505 N. shonelim, WA 98 133 (206) 542 - 61 00 FAX: (206) 546 -1128 4. .05 FEW" DATE IT IS THE RESPONSIBiLI -Y OF THE CONTRACTOR TO VERIFY A,_L FIELD THEM CONDITIONS AND COMPARE WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENC!NG ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSSTENCIES DISCOVERED SHALL 'IMMEDIATELY BE REPORTED TO THE ARCH!TrCT d. D 0 V J Q f— o ¢ Z W WD m a C: Z < o C) U Z ao Q_ W ao Z rn Z Q J Q = F-- Z _J O W OD j -- U DAIS J09 "a 4 L 1,0 0 I �.....w.,�. + ..�.a -_ .rain. - - +.. _ .... .. , _ .,...... �...�....���.� ..- - . _...�...�. w - •....�+qrr. .. ,.. -� -. a.-'�. � �- - - _.. - ...�. _ • 0 t K • �O 8- -I t fo! ljc +o Existing Mature Buffer: Douglas Firs and Shrubs. Remove Ivy replace with Mahonia Repens. No Irrigation Required in this Area. NOT M SCALE W Urw i1tArIM1OE M OM WMOIIT!E -01am 7011 MO AAwdIML � IEINIOOt 101•• HAWK En NrwRoAL am NSMIiIiiIiIiiisII o®r 10 NOU L LM r -01EM ►1IW OF WAVY •MWWW MMAW SNOPUM �s au�c�t two aloMlsis �� CE PODUCIIIaIIIIIII11' UFAWA s 3Mila uu;OIMlea M FOLLOMIIt %%I= Wf NOW OR 9M E� 1�l01 >�OI.00 0� �1w✓� mE A AIM �/3 � 110E aF mE 0101 iAri'� I&M MAY E 0 =11111111111101I NO IIIIIIIIII11=11113 �III r-W k1= aF IEWV WQk WW AW SMO ��.T1A. aE PNOVB MW IEaa� wYE 0l�I IM AUOMD AS N LAWL •' -4 W Z J I U Q O V 1 I 1 a oo, 1 M x 'I L__j� 1 I ' \ (Area of Alder Trees /Shrubs /Grasses and Blackberries.) / 1 No Irrigation in this Area. r L '\ 1 SI ti K •i 9 AN ,;� 1 I � Completely remove bladcbemes for 15' -0' from edge of asphalt or dear 6' -0' beyond top of slope, whichever is greater. Replant as shown. Irrigation required. E 3 I c ! 1 ' 1 • 0 or L_ _ j • t• � •Mr Ste: 11' _ 3W KEY MAP SLUNK UEMATTEI ASSOCIATES ARCHITECTS AIA 1555 OAYSHORE H WY #300 6URUNGAME — CA — 94410 ■ TEL (650) 692 -9911 FAX (650) 692 -0181 S Glenn Takagi Landscape Architect 18560 Fi WX1s Way N. Suite #102 Shonek le, WM 98133 (206) 542 -6100 FAX: (206) 546 -1128 onsL Sat 4,26.05 REmsm DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM SMITH THE CONSTRUCTION DOCUMENTS BEFORE COMUENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL 1WEDIATPLY BE REPORTED TO THE ARCHITEC- LLB D O Q Z W W� M 4 �0 Q F: .- U z 00 Cl_ T V• Z J Q 0 ]C Q J Z o 3 W � Y -- U w►IE ,roe Ma -7 POWer voult „'� ♦,, l \ r PLAN r,1 TREE PROTEC-flON J I '.,.I • L •� - A I ��r.. ~•.�I to F—l4 1 f 1 • 0 or L_ _ j • t• � •Mr Ste: 11' _ 3W KEY MAP SLUNK UEMATTEI ASSOCIATES ARCHITECTS AIA 1555 OAYSHORE H WY #300 6URUNGAME — CA — 94410 ■ TEL (650) 692 -9911 FAX (650) 692 -0181 S Glenn Takagi Landscape Architect 18560 Fi WX1s Way N. Suite #102 Shonek le, WM 98133 (206) 542 -6100 FAX: (206) 546 -1128 onsL Sat 4,26.05 REmsm DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM SMITH THE CONSTRUCTION DOCUMENTS BEFORE COMUENCING ACTIVITIES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL 1WEDIATPLY BE REPORTED TO THE ARCHITEC- LLB D O Q Z W W� M 4 �0 Q F: .- U z 00 Cl_ T V• Z J Q 0 ]C Q J Z o 3 W � Y -- U w►IE ,roe Ma -7 POWer voult „'� ♦,, l \ r PLAN r,1 TREE PROTEC-flON v • t 0 • O C J 8� CC a A L1.2 SHEET L1.0 MATCHUNE Lind of - Sight Tniangle. KEY MAP Existing Juniper Planting. (A Part of Recent City of SeaTac T.I.B. Improvements) Lice of - Sight Triangle. 1 i f / 1 ` 777 0 i i� r i l p0 / + ? r " ' e e E Type I Landscape SHEET L1.4 MATCHUNE W z J � S U { w w Cn ' ' + , ; !' , rx Li • • . . - 1 - 7 t • F f t I north SCAU.;1' = 2w m BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *300 BURLINGAME — CA — 94010 ■ TEL (650) 892 --9911 FAX (650) 692 -0181 ■ Glenn Takagi Landscape Archited 18550 Firlands Way N. Sure #102 Shorelir>te, WA 98133 (206) 542 -6100 FAX: (206) 546; -1128 Construction Set 4.26.05 REIASION DATE IT IS THE RESPONSIBILI -Y OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRIJC DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OM I SSIONS OR ANY OTHER INCONSISTENCIES DISCCVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT Jr~ 0 F- _ w I �CIY j Ct'1 V Q o Z w W � of M C �o Q � OD U :z 001 CL CC I-- w Go F" Z Z J Q C: Ll Q C Z 0 3 W m Y "� U to 0 a- 9�T r0i �.- .mow- .�_ -..v _.'!'� . J � .._.�" .'.'� !. - �....� _ �_ ._ _� "� r- +.. �. ���� �' !•\ •'V. i1 - #�r .i - _ ��'�./�!r ►� "'�/..�.� - ' `. f� �� , r. �!'�lw..�`�� _• . l�q�'�� - �1���. f�.. ..�. ��..�, _ _ ��n� i��.l�li.��'�.�1�w.. 1 .i_..�'w�f./�,r_ J PLANT LEGEND 0 -- 0 / ,Qty 5vmmboi Botanical Common Ngme Slze /Remarks \ Irees 1 Acer griseum / PAPERBARK MAPLE min.2" cal., high branched + J MUgrol!a 20 Acer c. 'Queen Elizabeth' / HEDGE MAPLE min. 2" cal., street tree form Z » + 1 Calocedrus decurrens / INCENSE CEDAR min. 6' -0" hgt. 6 0 Cercidiphyllum japonicum / KATSURA 2-1/2" cal. / single trunk Existing Shrubs/ street tree form Groundcovers to 51 Pinus contorta contorta / SHORE PINE min. 6'--0" hgt. Remain. G 3 Pseudotsuga menziesii / DOUGLAS FIR min. 6' -0" hgt. 6 Mud 0!, 3 Pyrus colleryano 'Trinity' / FLOWERING PEAR min. 2" cal., high branched + $ Shrubs 8 Q Arbutus unedo 'Compacts' / STRAWBERRY TREE min. 30" hgt., upright 23 Q Daphne b. 'Carol Mackie' / ROCK DAPHNE min. 24" hgt., spr. 275 Epimedium v. 'Sulphureum' / BISHOPS CAP 1 gal. 1 0 Euonymus a. 'Compactus'/ WINGED EUONYMUS min. 24" hgt., spr. I 222 I ' min. 18 spr./compact Fuel Facility " 424 Ilex c. Convexa / JAPAN. HOLLY , lif mica t. PACIFIC WAX MYRTLE min. 30" h up ' 238 � Myrica ca o J 9� � I ' N GRASS 2 al., full 7 Miscanthus s. Yaku Jima / MAIDEN 9 • • r Nandino d. 'Com acts' / HEAVENLY BAMBOO min. 24 hgt. 206 P Is Pieris jap onica LILY OF THE VALLEY SHRUB min. 30" hgt. ' / PINE min. 21 spr., non — sheared. 36 Pinus m. Pumillo MUGHO 9 Potentilla f. *Moonl / CINQUEFOIL min. 18" spr. /compact •i 252 ® /: " 10 0 Rhododendron 'Cilpinense' /� Rhododendron min. 15 spr. /compact /4 T i / • 5 1 0 Rhododendron 'Unique' / Rhododendron min. 21" spr. /compact / i ; • ; • — - . min. 12" spr., horiz. form ' 166 o Sarcococca humilis / LOW SARCOCOCCA P / I ' 37 0 Viburnum Pnus S ' Bouquet' / LAURUSTINUS min. 24" hgt. /compact 'Spring i Coreo sis verticilato 'Moonbeam' / COREOPSIS 1 gal. 0 24" O.C. ' ' Juni eras c. San Jose SAN JOSE JUNIPER 1 ' p / 1 gal. ® 24" tri. spacing �,� ' Arctostaphylos "Massachusetts / KINNiCKINNiCK 1 gal. 0 24 O.C. E P MAHONIA 1 gal. 0 15" O.C. - Mahonia repens / CREEPING v f a ion r � , r �I SHEET Ll 1 MATCHLINE � M (Area of Alder Trees /Shrubs /Grosses and Blackberries.) No Irrigation in this Area. .. ... .. ........ .. . . .. .. .... .. •.•. Existing London Plane Trees / . .° ...•..-.- .............. ♦ ..... Pennisetum a. 'Hamelyn' / DWARF FOUNTAIN GRASS 1 gal. Lawn / Sod EXISTING VEGETATION -�- ` EXISTING TREES J ' 4- ( \ t r f � 1 Plant sizes are specified per the American Standard for Nursery Stock, Publication —May 2. 1986 sponsored by the American association of Nurserymen, inc. * See Note for trees along So. 160th Street... Acer griseum 0 3" dic.. Ater compestre ® 4' dia. and Pinus contorta V -0' rgt. -nin. * Pion; quantities represent the entire site. / I 1 $. s ca' CO i M C Q b. 0 g 9 6 6 ' i i � _ "• III � � �l alp r W ' j .T. r • v N r j SHEET L1.5 M ATCH Ll N E north 0 " V ft scmx_- I*= W BLUNK DEMATTE ASSOCIATES ARCHITECTS A1 ,A 1335 BAYSHORE HWY #30C BURUNGAME — CA — 9401 C TEL (650) 692 -9911 FAX (650) 692-0181 ■ Glenn Takagi Landscape Architect 18550 Firtands Way N. Suite #E102 Shoreline, WA 98133 (206) 542 -6100 FAX: (206) 546 -1128 ion Set 14.26.05 I REVISION I DATE E CONTRA F I ELD COND!T'OtiS AND COM THEM WITH TH C0ti5'R...,' DOCUME.N i S BE= ORE COMt�!Eti �`tiG ACTIV nES. ERRORS. 0M SS: 0`:S OR ANY ETHER N ES D'SCCV SHALL !MNcD\;;, BE REPORTED 7 C 'HE A4%r CL �.• • - w t - -r .i' �.^ a ._....�- a \ •w .l•.+.r.._ +� . -. �_ - 1 _.�. � - . _. ... 1• .. .�•`Y.�. ��_ # "��.• -_ w .- . r �a 'V� � .w_ -�. .... _ .. � w � t 4 . __ lop -_._ _ - . - -..,. __-. � - r "�.a.'lT�.a_1�_. w - .. ..- r.- �.��.r . +- t.+.��_w.. -tea.. _ -�. _ +� �r -� �. +► �•�... '.•w -.� . -_ a - .-_ �r1..�.��.. ..�.. .- r,�. ��... _- �..�. .... ..�, _�._ � .� _ . -!. a.I. w- w.�.rn - V.+..�i! "�'. - rY1Mw. �... !.'.^+.r•r :�.� ...•".a.��.. r.�- .r-- V•_ '-...Y�1� �..�.il.� +.4i' +/� -.a. _ - __ � _...._ ...- ._�..T• V - 1 ^'.��' � F= P. if t Q �- p Q Z W Li Cr 0 M Q Z Q 0 Q Z 00 ao a— tj Z ao Z JQ C Q C Z o 0 W C4 Y DAIE Joe in L 1.3 OF 1� ��`.."_. -.n.. -A� ' in M'�. �In - .> aa- ....+.q.... �0..�. _ �.• • - w t - -r .i' �.^ a ._....�- a \ •w .l•.+.r.._ +� . -. �_ - 1 _.�. � - . _. ... 1• .. .�•`Y.�. ��_ # "��.• -_ w .- . r �a 'V� � .w_ -�. .... _ .. � w � t 4 . __ lop -_._ _ - . - -..,. __-. � - r "�.a.'lT�.a_1�_. w - .. ..- r.- �.��.r . +- t.+.��_w.. -tea.. _ -�. _ +� �r -� �. +► �•�... '.•w -.� . -_ a - .-_ �r1..�.��.. ..�.. .- r,�. ��... _- �..�. .... ..�, _�._ � .� _ . -!. a.I. w- w.�.rn - V.+..�i! "�'. - rY1Mw. �... !.'.^+.r•r :�.� ...•".a.��.. r.�- .r-- V•_ '-...Y�1� �..�.il.� +.4i' +/� -.a. _ - __ � _...._ ...- ._�..T• V - 1 ^'.��' � - A4 �r ' • . '•'• %.W . ' . '•'• Re —Cut Edge of Existing Lawn to New Layout. • • • • ••• Remove Existing Shrubs and Replace with Lawn. .. ...... .... . . - .. . • .. • . .. • . . .. -.. .. .•.. ♦ . . • . . -- 4 n ♦* . . i i % op •♦ •:•: ' : Existing London Plane Trees r •' or QU C \ ♦♦ %\ i fl hk I n!) A + goor' \ __,.-Giiliarn Creek Outfoll / 1 _T i \ 10 / L13 � l � •� KEY MAP 14 j � I -- 0 q b C c �a o� g� w� �C fl 4m �� 14L � 2' ROUND PRESS. TREATED PINE POLE (OR APPROVED EQUAL SET TO LEE OF PREVAILING MANO. SECURE w/ LOOP of aaaNLoac. PLANTING BACKFILL PER SPECIFICATIONS WOOD CHIP MULCH PER SPECIFICATIONS FORM 6` HIGH CONTINUOUS WATER BASIN mopmml zo 1 �� , F/A CONIFEROUS TREE PL ANTING NOT TO SCALE CHAINLOCK TIES TIGHTEN TIES ONLY ENOUGH TO KEEP FROM SUPPING. ALLOW FOR SOME TRUNK MOVEMENT. CHAINLOCK SHALL BE L G ENOUGH TO ACCOMMODATE 1.5 IN. OF GROWTH. x � PREVAILING 1MNDS B&B TREE SET ALL PLANTS PLUMB REMOVE BURLAP, VARE do STRING FROM TOP 2/3 OF ROOTBALL 2• —NUKCH (PER SPECS) Y - 4'SOIL SAUCER FOR WATERING DURING ESTABLI IT PERIOD BACKFILL IMTH MIXTURE OF NATIVE SOIL AND SOL AMENDMENTS PER WIN sPECs \ 1:1 MAX 2: 1 TYP j ,' / / • 1. PLANTI IG PIT SHALT. BE A WRL 2 EACH TREE MUST BE PLANTED THE NTH OF ROOTBALL,- SUCH THAT THE TRUNK , IS T 2. ONE STAKE PER I ON )WARD SE: VISftZ AT THE TOP Of SECOND STAKE ON I HARD SIDE (UNLESS BALL. TREES 04 RE THE TRUNK FLARE IS NOT 1AS*IE SHALL BE OTHERmsE DwCTED) REJECTED. DO NOT COVER THE TOP 3. SLOPES STEEPER THAN 2:1 WAY REWIRE AIN OF THE ROOT BALL WTH SIOL_ T STABLlZA11011I SYSWI APPROVED PIT SUCH AS: TO CREJITE A LEVEL 1REE \` i �` �,l ; • -- . --ROCK FACING ILA ACTURM SLOPE RETENTION UMTS ti- 3 PLANTING ON SLOPES NOT TO SCARF 11 SHEET L1.2 MATCHLINE � � �� N. � r � � � �■IN ICI � �■ r ICI �■■■ IN. � � � � � �■■� � � �a I I L A ., L N ( II 1 II II _ -• ���. III u. N� Type I Landscape . •• N u _ i , 1 JUTE FABRIC UNDERNEATH ' BARK MULCH ON SLOPES OVER 2: MIN 2'MULCH (PER SPECS) FINISH GRADE - - - - TYPICAL GROUND COVER PLANTED AT NURSERY LEVEL I� N ' W -- •—SOIL AMENDMENT MIXED MATH . NATIVE SOIL (SEE SPECS) ' " �. SCARFlED SUBGRADE (SEE SPECS) N , N b TYPICAL SPACING 150" Landscape Buffer �-- _R PLANTING kLE 15 Street Dedication ' E (F e Sidewalk _ Ure Planting Strip) ,► = L� Ty III L a n d s c a P e Line of Sight Triangle. _ W E U) 6&B OR CONTAINERIZED SHRl16 (TYP) SET ROOTiCROM AT OR JUST ABOVE SOS. LEVM (TYP) REMOVE BURLAP, WIRE & STRING FROM TRIP 2/3 OF R007SALL ��. c• r �� c 1 1:1 &M 1 �`;;� Ll. north 0 101v0 110 SCALE: I"= 20' BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE H WY X1300 SURUNGAME -- CA -- 94010 E TEL (650) 692 -991 ■ FAX (650) 692 -0181 aF Glenn Takagi Landscape Architect 18550 FirbwWs Way N. Suite #102 S horeline, WA 98133 (206) 542.6100 FAX: (206) 546_1128 n tr i n t REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY A'' FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTiON DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, t-MISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL WMEDIATEL`' BE REPORTED TO THE ARCNITEC7 OL D O ,��� CI Q p Q Z W L m Q � af Z O Q QO z 00 � � ? CY) Z d C� � Q C Z o W OD Y .---- U W) �.. DIAIE Am 110. L 1.04 9mv t vv or � �..� ..+�....n_�,4.�.r �_..� _.+►. __� _.- � - .�►-'-��. ..1! ��i -.�• ....__ Sri+., .�� .�....T�+_. .w�'+r�.� - .v�l- �.1�'�.A..��-- —1 .�... '��+. �.� - _ � -� _- �., � -v .�. �_.�� w...r - ..r..,�— r..�- �.�. -..— -�s+�. -.ww.. ...�. - -'� ._ �►l.rT.�+.�a <e.._ +..�- w.a.�v. .+c ..v - +w �►.r. �...y. .�.. - .�-. ,� - ,- .- +- -�•.►- +.�� �.�..�.+�►rr.���.�_ � _ - _____�-�� �-- �� ,i- �.,...�, �_ 4 0 KEY MAP 4 i 0 S � h VC +(oJ 11 �1 * Planting soil for shrubs /groundcovers shall be deemed as new topsoil /compost cultivated into existing prepared subgrade. Trees shall be pit planted with prepared planting holes being a minimum twice as wide as the rootball and at least nine inches (9') deeper. * Soil Preparation: Cultivate shrub bed subgrade to a minimum depth of eight inches (8 ") and dean /remove oil rocks, roots, debris over two inches in diameter. Loy a two inch (2 ") depth of compost /topsoil over entire bed and till again to o minimum depth of ten inches (10 to incorporate Compost thoroughly into grade. Loy two inch lift of Compost and till again. * Fertilize di instilled plants during backfill operations with 4 -2--2 Agro Transplanter and Agriform Plant Tablets as recommended by Manufacturer. * Substitutions or changes in materials and placement shall be made only on the written change orders as agreed between Contractor, Landscape Architect and Owner. * Mulch all beds with a minimum 2 inch (2 ") depth of approved 'mulch'. * Stake trees as directed by Landscape Architect. * The Landscape Architect retains the right to inspect trees, shrubs and groundcover for compliance with requirements for plant size and quality at any time. This includes but is not limited to size and condition of rootballs, root systems, insects. latent injuries and defects. Remove rejected material immediately from project site. * Replacement of Plantings: Remove from site and replace with new planting, at your expense, any plant that is either dead or in unsatisfactory condition, as determined by Landscape Architect as soon as conditions permit within normal planting season. All replacement plantings are then to be under reinstated guarantee period, as specified. Identify these replacements and take whatever necessary steps to prevent similar demise of plant materials. * Warranty: This Warranty shall include replacing and planting some size and species of plant material shown on Drawings that is designated to be replaced by the Landscape Architect. Except for loss due to excessively severe climatological conditions (20 year weather charts),, installed plant materials ore required to be guaranteed until the end of one growing season against defects and unsatisfactory growth, except for cases of neglect /abuse by Owners /others. All plants replaced shall be reinstated under plant guaranty conditions. GMER NOM * Coordinate work with other trades as required. Determine location of underground utilities and perform work in a manner which will avoid possible damage. Coordinate with Utilities Underground Location Center and Owner for locations of existing underground utllitkn4 etc. servicing or routed through the site. * Provide protection of all property, persons, work in progress, structures, utNities, walls, walks, curbs and paved surfaces from damages incurred arising from this work. The Contractor shall pay for any such damage at no additional cost to the Owner. * During construction, keep pavements, building dean. Protect site and adjacent properties from damage due to construction operations, operations by other Contractors /trades and trespassers. Unfinished and completed work shall be protected from damage by erosion or truing, and proper safeguards shall be erected to protect the Public. * Staking and Layout: Immediately notify Landscape Architect in writing of any vWance between plans and actual site. Landscape Architect has the right to adjust the location of elements. Verify layout with Landscape Architect prior to any installation work. * Verify installation conditions as satisfactory to receive work. Do not install any site elements untl any unsatisfactory conditions are corrected. Beginning of work constitutes acceptance of conditions as satisfactory. When conditions detrimental to plant growth /constructed dements, are encountered such as rubble fill, , adverse conditions, or obstructions, notify Landscape Architect. * AN new planting areas to be serviced by an automatic irrigation system. W Retain Existing Vegetation --r c am NMI --->< 7–L -- + , I 5 Plane iper and Grou dco r Existing Lon on one trees Ju per _ t Rem ain. Groundcover to R mai . - 5 Plane +' _ - a a verh ad werl e .0 a ' Plan + - -- - •- _ • w - Along So. 164th Street. increase sizes of trees to the following sizes: Acer griseum ® 3' dia., Acer compestre 1 4' dia. and Pinus contorta ® 8' -0' hgt. min. � -- - -� / Ole N N " p / C N + one E --- 15 . 0 0 N 1 � • Q Landscape Bu ffer 11 11 — 11 M M 150 - 11 Pin Street -- - ` +,, •,` , + + _ Dedication 1 P ine + � (Future Sidewalk r— + + _J – -- --- – –� _ _ _ _ Future Planting Strip) – .. 0 Pin –� -- -- -� -- I Line of Sight Triangle. TV IIILandS PLANT LEGEND Oty Symbol & tgoical /Common Name Siizelgemorks Trees 1 Acer griseum / PAPERBARK MAPLE min.2" cal., high branched 238 20 Acer c. 'Queen Elizabeth' / HEDGE MAPLE 1 Colocedrus decurrens / INCENSE CEDAR 6 ° ercidiphyllum japonicum / KATSURA 51 Pinus contorts con 'Zorta / SHORE PINE 3 seudatsugo menziesii / DOUGLAS FIR 3 IPyrus ca!leryono `Trinity' / FLOWERING PEAR Shrubs 8 Arbutus unedo 'Compocta' / ST RA TREE 23 D ap t ww b. 'Card (Mackie' / ROCK DN"W 275 * Epw+necfium V. 'S+ *h ureurn' / B S olIOPS CAP 222 'O Euionyrrms a. '/ W*4= EUONYiMUS 424 �C ilex G ' ' J JiIPAK HOLLY .238 NV ` - ` PACWX Vx MYRTLE min. 2 cal., street tree form 7 min. 6' -0' hgt. 206 2-1 cal. / single trunk. 7 strut tree form min. 6' -0' hgt. 36 ruin. 6' – W. min. 2' col_, high branched rain. 30' hgt_, upright 2 4" hgt_, spr. 1 gal_ min. 24' hqL, spr. rain. 18" spr. /compoct �. M' h9L. wp .252 10 5 166 Myrica califomica / PACIFIC WAX MYRTLE Miscanthus s. 'Yoku Jima' / MAIDEN GRASS Nandina d. 'Compacts' / HEAVENLY BAMBOO Pieris japonica / ULY OF THE VALLEY SHRUB 0 Pinus m. 'Pumillo / MUGHO PINE 4& Potentillo f. 'Moonlight' / CINQUEFOIL • • • • • • • ' • • • . .+ . - o • •��� 37 C' Viburnum tirtus 'Spring Bo�ique!t' / LAURUISTNrUS - - ' Coreops s verti cillato ~ Moorobeorn' / COREOPSIS Q Junilperus c. 'San Jose / SAN .. JUNFISR 0 MctoM npt'rioa '! lvG CKPOKX IMcMania repens / C RE13311l lVAfo*M min. 30' hgt., upright 2 gal., full min. 24' hgt. min. 30' hgt. min. 21' spr., non– sheared. min. 18" spr. /C ompact to � 1 �• i r Pennisetum a. 'Hameiyn' DWARF FOUNTAIN GRASS 1 gal. 0 24" O.C. Lawn / Sod EXISTING VEGETATION � " IST*C TREES min. 15 spr. /compact . min. 21 spr. /compact ` min. 12' spr., horiz. form min. 24' h9t -lCCNIP �.. 1 gal. 0 24' O_C. Plaint sires are spec:if'+ed per the Auv erie.an Starxkwd for KA soy Stock, - —16ay 2, 1986 spa iso ed by the 1 gar. 0 24' tri. spacing Arywicain Associa Of Inc. • 24 O.C. 0 � � for tr a" So. 0 160 w Acer 4°t 10 r (11M, AM � 4 Rio. and iks cantata 40 1 9�L • 15' O.C. f'—T h9L Alin. 0 Plant geanwe't, wwownt the entire a MEOW : L1.5 0 a • 0 10 40 SHEET L1.3 MATCHLINE 0 1 Type II Landscape north 0 10 SCALE: I" = 20" SLUNK DEMATTEI ASSOCIATES ARCHITECTS AI A 1555 BAYSHORE HWY *300 BURUNGAME — CA — 94010 r TEL (650) 692 - 9911 FAX (650) 692 -0181 ■ ar Glenn Takagi Landscape Architect 18550 Fis wxk Way N. Suite Af02 Shoreline, WA 98133 (206) 542 -6100 FAX: (206) 546 -1128 o n 'r i n Set 4.26.05 KVISM DATE IT !S THE RESPO NSIBIi iTY OF THE CONTRACTOR TO VERIFY A,- FIELD CONDITIONS AND COMPAPC' THEM WiTH THE CONSTRJCT;ONv DOCUMENTS BEFORE COMMENCINv; AC T IViTIES. ERRORS, OM?SSiON.:, OR ANY OTHER INCONSISTENT! : ES DISCOVERED SHALL. UMEDIATEL-Y BE REPORTED TO THE ARCHI'E!�" D 0 J Q o Z w W __J m J C Z Q O � r 1 ao v Z °0 ,c ' OD Z Z JQ C: Q 3 _ -- Q D Q Z I– J 0 3 W ao Y .� U D OIr► ,SOS tea 105 0 ■o MO ~MM FOR uz/Aca Fa ALL UW1001= r IRRIGATION LEGER S_ bol Item 10 C HUNTER ICC -4800M (Metal) Coord. Location with r Land. Archt j Owner General Contractor (Electrical Service). Is 1b _ P.O.C. (Point of Connection, see detail, including master valve) r _ 6 MANUAL DRAIN VALVE (at mainline low point) O RAINBIRD 44LRC QUICK COUPLER VALVE (LOCATE WITH P.O.C.) ,' - Y `' ,. u • ' GATE VALVE VALVE NUMBER # XX RAINBIRD PEB Auto Valve with PRS —D GALLONS PER MINUTE '•fir - ( TYP. - VALVE SIZE VAN VARIABLE ARC NOZZLE i ;' r W ® RAINBIRD 15 EST (1806) PCS as required `' ! < E3 RAINBIRD 15 Strip p CST {1806 }. PCS as required RAINBIRD 15 Strip Series -15 SST (1806). PCS as required HUNTER PGP ( #2 Nozzle -29' O 30 psi) ROTOR -� HUNTER PGP ( #2 Nozzle -29' O 30 psi) ROTOR U RAINBIRD 15F 1806 0 RAINBIRD 15TT 1806 J ' w - e RAINBIRD 15H 1806 ' (D RAINBIRD 15Q 1806 O RAINBIRD 12F 1806 O RAINBIRD 12TQ 1806 3/4n 0 RAINBIRD 12TT 1806 0 RAINBIRD 12H 1806 - RAINBIRD 12T 1806 ..� - - - t 3 ® RAINBIRD 12Q 1806. ' { -` RAINBIRD 10F 1806 e O RAINBIRD 10H 1806 RAINBIRD 10T 1806 _ �- 3 J (j� RAINBIRD 10Q 1806 /4" _- 3 /4 '0 RAINBIRD 8F 1806 ' - 1 - 1/4" -�- RAINBIRD 8H 1806 -/4. C�} RAINBIRD 8Q 1806 - 3/4 Schedule 40 PVC sleeve, 4" diameter Mainline: Schedule 40 PVC Lateral: Schedule 40 PVC PIPE LAYOUT IS DIAGRAMATIC. MAINLINE SHOWN OUTSIDE BEDS FOR GRAPHIC CLARITY. INSTALL MAINLINE AND VALVES WITHIN PROPERTY LINE. i 2-1/ fIR''S I=fwai To @WML Umn ?-01EL lr aR ofs ►111 W WAW fsil~fT MOAN STOWSMa 50" Uhf 1O fMfrfff APPO A01- E peola ,s" fE/fIIM � 1lffO AMM IM FOUMM 100M W MW M WN 1 ifO1 E SOIS'il �M. 00 IfI� f�'11flO mE A MI 1R/3 dt IIOM dr MNE 1 M 1Af�� f�l I<MO friAY fE �� f� NOES �'fO C (FEEDER ROOT_,2QW �1M 43F #WAVY @0W%N1' MO/0 S10CW%Ms GALS SMAEF 1 D APPOWAL. XPIXNECIWPfO MAY E NIW � ff� MM fEAV1r f9f�l�R Mid As E � 11>BIOI �>N Mfl?,/3�1��mECM� bl LYM» /4 4 3 / 4 ; , y J , ^nK 1 -1/2' 62 /rte , -1!L i , 39 65 4 61 , 1-112 ) NOT TO sCUE -: - , _ - _, • . ,• / . ; - 17 41 47 •• , , , . , • ' ,, 2-1/2 p 37 50 40 47 3/4 - ,� 2" 2 • 1 -1/2' 1 -112" � y � 1' / �" i \ op 1 -1/4 3/4 \ �i 3 / 4 �►� . 1-1/4 2--1 / e 1-1/ 4 r _ 3/ A rS 3 4 0 , 3 4' / J f . t MATCHLINE 1- 1/4 1 4 -� . i �� ''' � a■� ,,rte � � � � � :�� � - r it SHEET L2.2 L2.0 /, . ,� . t 'fit -� a t i - - � i F •" i -_1S_ � r -i� 3 KEY MAP 0 • r ,t O s g s 16 C 0 .north • _ 2W BLUNK DEMATTEI ASSOCIATES ARCHITECTS AI A 1555 9AYSHQRE H WY #300 BURUNGAME -- CA — 94010 ■ TEL (650) 692 -9911 FAX (650) 692 -0181 or oor awro Glenn Takagi Landscape Arc hdW 18550 Friends Way N. Suite #102 Shoreline, M 98133 (206) 5425100 FAX: (206) 546 -1128 C onstruction Set 4.26.05 Wwsm DATE IT IS THE RESPONSIBILITv' OF THE CONTRACTOR TO VERIFY AL- FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS. OMISS ONS OR ANY OTHER INCONSISTENCIES DISCOVERE SHAT! IMMEDIAT_L`• BE REPORTED TO THE ARCHIT` - C r f, r --• T C: V Z Q Z� _j W CL M Q cr z z 0 Q <ao 0 z 00 -- r La ao F— z 4< Z Q Q Q_j3 � z C:) W C4 OD DAB JIM "M 2,0 0 f r 1 -1 /4 • r , } 1 i i 1 -1 /4 •1�1 4� 1 / , Ift fm 1' PLAN 1 TREE PROTECTION r Is 1b 1' PLAN 1 TREE PROTECTION IRRIGATION L EGE V�D �ymboL Item Cam HUNTER ICC- -4800M (Metal) Coord. Location with Land. Archt./ Owner General Contractor (Electrical Service). `� P.O.C. (Point of Connection, see detail, including master valve) 6 MANUAL DRAIN VALVE (at mainline low point) U RAINBIRD 44LRC QUICK COUPLER VALVE (LOCATE WITH P.O.C.) GATE VALVE RAINBIRD PEB Auto Valve with PRS- -D W C � Z N VALVE NUMBER 9 XX -...GALLONS PER MINUTE ---� - (TYP. ) -X/X• VALVE SIZE VM VARIABLE ARC NOZZLE U W RAINBIRD 15 EST (1806) PCS as required L ; RAINBIRD 15 Strip Series --15 CST (1806). PCS as required RAINBIRD 15 Strip Series -15 SST (1806). PCS as required HUNTER PGP #2 Nozzle --29 ® 30 p si) ROTOR - - •. HUNTER PGP #2 Nozzle --29' 0 30 psi ROTOR - RAINBIRD 15F 1806 O RAINBIRD 15TT 1806 E) RAINBIRD 15H 1806 V O RAINBIRD 15Q 1806 - O RAINBIRD 12F 1806 4" - 0 RAINBIRD 12TQ 1806 : - ® RAINBIRD 12TT 1806 --- ---- _— _��___ -___ ® RAINBIRD 12H 1806 ® RAINBIRD 12T 1806 3/4" ® RAINBIRD 12Q 1806 -- __:.3/ Q RAINBIRD 1OF 1806 ,1 -1/4 , e RAINBIRD 1 O 1806 O RAINBIRD 10T 1806 1 -1/2 r C? RAINBIRD 10Q 1806 ' O RAINBIRD 8F 1806 1 = - e - RAINBIRD 8H 1806 r ; C RAINBIRD 8Q 1806 .._ Schedule 40 PVC sleeve, 4" diameter : ► Mainline: Schedule 40 PVC : + Lateral: Schedule 40 PVC r - - NOTE: PIPE LAYOUT IS DIAGRAMATIC. MAINLINE SHOWN OUTSIDE BEDS FOR GRAPHIC CLARITY. INSTALL MAINLINE AND VALVES WITHIN r - PROPERTY LINE. 1-1/2 0 O r !k,c IRRIGATION SYSTEM NOTES * Coordinate work with other trades as required. Determine location of underground utilities and perforn work in a manner which will avoid possible damage. * Provide protection of all property, persons, work in progress, structures, utilities, walls, walks, curbs and paved surfaces from damages incurred arising from this work. Contractor shall pay for any such damage at no additional cost to the Owner. Unfinished and completed work shall be protected from damage by erosion or trespassing, and proper safeguards shall be protected from damage by erosion or trespassing, and proper safeguards shall be erected to protect the Public. * Staking and Layout: Verify installation conditions as satisfactory to receive work. Do not install any site elements untl any unsatisfactory conditions are corrected. Immediately notify Landscape Architect in writing of any variance between plans and actual site. Landscape Architect has the right to adjust the location of elements. Beginning of work consitutes acceptance of conditions as satisfactory. Layout of valve boxes is especially critical for visual and maintenance needs. * Irrigation Plan is drawn for graphic clarity. Adjust pipe, valves and sprinkler heads according to field conditions and plant locations. Coordinate location of Valve Boxes with Owner. Install no more than two automatic valves per box. * Contractor shall verify all dimensions, quantities, avalable water pressure and volume, locations, sleeving and conditions prior to bidding and start of installation. During layout, consult with Landscape Architect to verify proper placement and make recommendations where revisions are advisable. in coordination with King County Water District 125 (206) 242• -9547, we have assumed the following: water pressure of 65 psi, 2 water meter along Tukwila International Blvd. with a 24' service line and a 1 r water meter along Mlitory Road witho 2" ser%Ace llkm * System shall provide full coverage on all areas less shrub interference. It is assumed that the Contractor wall exercise professional judgement in location, height, and slope of sprinkler heads. System not to be operated during periods of hight wind. • Piping shown in parallel may be installed in common trench. • Mainline PVC pipe shall be Schedule 40, buried at a minimum 24' depth. Lateral PVC pipe shill be 40 and be buried at a min. 18" depth. Unless stated,min. pipe size is 3/4 . • AN valve equipmerit shah be placed in valve boxes. • SWeving shall be four inch diarwter (4 Sch. 40 PVC. Extend 6' past the edge of concrete flotwork /wads. ft WOW WT" pace spribm heads two incfies (2 fr om edge of walks, and twelve (121 from walls. • At heod— in— parsing, set spray hoods 12' in from curb. • Instal a vWdess Mini —Gilt rain sa mor_ * Instal 14--1 drect burial wire cant' woux no one hot wire to each vdNe and one common wire tfrou each valve, pr'o'vKie one spare wire to each volve. Leave a )oop' of wire at ail turns. 0 System is for winte so compr air. Do not wn automatic a Wall S. h Ist nx wd *aii 1 vdvlS on bile in glow points to tr watate and repairs. DraRS shat enWty into g raMd sunk (mi0L 3 aLfL) at a 455 degm ar9e. 1 2 IF EXISTING IRRIGATION 2" I SYSTEM IS VIABLE, REPAIR : 1 --1 /40 - J AND REUSE. COt4NECT TO NEW MAINLINE AND : CONTROLLER. � _ � � � ; ------- - - - - -- _ _ •- . /4 3 / ; w6 j s 1-1/2 * Prior to backfriling, the Mainline shall be subjected to a hydrost pressure test of 150 psi. To be valid, all tests must be performed l • _ - _- - under the direction and supervision of authorized personnel and - reviewed by Landscape Architect maximum allowable drop is 5 psi 1— - ! a�✓ _ ' a 30 minute test_ Coordinate testing operations /procedure with Landscape Architect. 1 * Before sprinWer system will be accepted, the Contractor shall - perf orm a cover test in the presence of the Landscape Architec ,1 • = 1 Contractor is response to change, adjust nozzles to obtain a i • - __ - - ` balanced system with full coverage and a minimum of oversproy s i The system shad be warranted for aN labor and materials for a - - period of one year from the dame of substantial completion of the ! • :•-} ' . system as docurrmted b • a skywed and dated copy of acceptance from the Landscape Architect. The warranty shah rndude fling I rqxwing settlement of soil in tranc#►es and any damage t i f • _ _ _ _ piantngs caused by such. Bid shag also include one winterization activation /ad justrr+ent_ -- -- 1 - 1 / and oca•rate ' • 'Record ' �epare o cor�r�plete, legie 1 ___ _ _ _ _ ' • - • . " of 'as bull' drawings as hstabtion We any utilities. • e dranoge encow terect `As built' d WWW ogs shol be submitted to - .= L ,Architect /omw for rtrievr prior to final insrpection find t_ Canb octar sirai! be for drowkq to an 11 X 1r oorrnnt color ft statim/*= aid —��� .: ` 1 -1/20 MATCHLINE l la1111b a in heavy plastic. Sr, tats to obc include all! ir +� � o■� m ab aft �'- SHEET L2.3 ft e j M t � �X' 70 KEY MAP north r M V r i" = 2W L2.1 4 I • ! 0 SLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 9AYSHORE HWY *300 i9URUNGAME - CA - 94010 TEL (650) 692 -9911 FAX (650) 692-0181 ■ Glenn Takagi Landscape Architect 18550 FMwxis Way N. Suits 9102 Shorekw, WA 98133 (206) 542 -6100 FAX (206) 546 - 1128 onstruction SIt 4.26.05 FEWS N DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES_ ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT =_ n Ct. OF �r -J O rif, ! I C 0 Q o Z W W cr m Q Z Z O �c ao 0 U Z ab --- F- Z rn Z JQ QTr � 0 O � Q Z o N 3 W 00 Y h � or►IIE - 01 Z L 2 Is i r 0 0 � � %C 0a G '& MATCHLINE , .* . IRRIGATION w w■w ww ww■ � � � r■w � :ww■w � / �■� � ew■� �■� www � � www � � � wwi -�� � � r � ,� � � �••• � �� SHEET L2, O 3/4 3/4 LEGE N f 1 -1 4" Swnbol Item 3/4" HUNTER ICC- -4800M (Metal) Coord. Location with Land. Archt./ Owner General Contractor (Electrical Service). �� P.O.C. (Point of Connection, see detail, including master valve) 6 MANUAL DRAIN VALVE (at mainline low point) WITH P.Q.C. ( LOCATE ) , �- / 3/4 RAINBIRD 44LRC QUICK COUPLER VALVE W GATE VALVE A V " 1 X3/4 ". Valve w i t h t PR S - D EXISTING 2 IRRIGATION METER ---� �•-- / 3/4 a 3/4 , 3 / 4 RAINBIRD P EB A uto a Iv » VALVE NUMBER # XX GALLONS PER MINUTE NEW POC (USE A 'SUPER JUMBO - ---` —� / r ��, _ ;� 3/4 ..� (TYP.) - N VALVE SIZE BOX (17" X 30 ") m 3/4 _� VAN VARIABLE ARC NOZZLE 3 _ `--- -' f , L1J �' _ _ W / /» A RAINBIRD 15 EST (1806) PCS as required ,� ,�, - � - I 3 4 � � - �- - -- - ,' � • _Q o RAINBIRD 1 5 Strip Series -15 CST (1806). PCS as required 1 • • � • • 1 -1 /4" 1 - /2 IR B D 5 Strip Series -15 SST (1806). PCS as required = -. _ _ _ -.,,_ =- _ _ _. _ _ _ _ _ _ _ _ _ � • • - _ RAIN 1 ` -" ___ _ __ • HUNTER PGP ( #2 Nozzle - 29' 0 30 psi 2 2 - 1 4 ROTOR / " " Cn 1 ,." 1 -1 1 1 HUNTER PGP #2 Nozzle -29 ® 30 psi ROTOR �» 35( , 3/4 / - - _ _ I » » G) RAINBIRD 15F 1806 ," �` 1 1 -1 /4 "t 1 -1/2" 1 -1/2" �' 1 1 /2 1 1 /4 3/4" _ e RAINBIRD 15TT 1806 1 „ 3/4 _ 3 4 34 + �� '. t - - 8 RAINBIRD 15H 1806 / / 3/4 " �� -1/ RAINBIRD 150 1806 q 33 11 34 17 -. _ . / - / 1 / 4 " 1/4 U RAINBIRD 12F 1806 1 3/4 ---1 4 a RAINBIRD 12T 1806 ;. 1 r _ - RAINBIRD 12TT 180 . , . , �t! .. _ - . 1 ._ _ ` , . ,±: - ~.r• .- 9 6 ` 3 / 4 32/43 Y f 31 33 „ ® RAINBIRD 12H 1806 / 1 -112" k1 - 112 3/4 -. 30 29 ® RAINBIRD 12T 180fi t » 3 4" - " RAINBIRD 12Q 1806 29 � 10 /4 / 3/4 3/4 / / / 4 /4 " ' ..�� � - � - • ® r" _ »1 1 ' O RAINBIRD 10F 1806 28 " / 1 2 .. - _ • - _ _ » . , " � 1 ! 1. 13 RAINBIRD 10H 1806 -1/4 4 RAINBIRD 10T 1806 1" 2 „ :3 4» 27 41 2 1 / C� RAINBIRD 100 1806 �, �- - • i O RAINBIRD 8F 1806 1 -1/2" / , 3 4 / 3 RAINBIRD 8H 1806 f l 3/4 C�• RAINBIRD 8Q 1806 » II __ „ GATE VALVE 3/ 2 3 4 - •= Schedule 40 PVC sleeve, 4 diameter J !� 3 4 ' Mainline: Schedule 40 PVC Lateral: Schedule 40 PVC •��! i / 2 " - VAN ` / r / . PIPE LAYOUT IS DIAGRAMATIC. MAINLINE SHOWN OUTSIDE BEDS FOR GRAPHIC CLARITY. INSTALL MAINLINE AND VALVES WITHIN PROPERTY LINE. IRRIGATION SYSTEM NOTES * Coordinate work with other trades as required. Determine location of underground utilities and perforn work in a manner which will avoid possible damage. * Provide protection of all property, persons, work in progress, structures, utilities, walls, walks, curbs and paved surfaces from damages incurred arising from this work. Contractor shall pay for any such damage at no additional cost to the Owner. Unfinished and completed work shall be protected from damage by erosion or trespassing, and proper safeguards shall be protected from damage by erosion or trespassing, and proper safeguards shall be erected to protect the Public. * Staking and Layout: Verify installation conditions as satisfactory to receive work. Do not install any site elements until any unsatisfactory conditions are corrected. Immediately notify Landscape Architect in writing of any variance between plans and actual site. Landscape Architect has the right to adjust the location of elements. Beginning of work consitutes acceptance of conditions as satisfactory. Layout of valve boxes is especially critical for visual and maintenance needs. * Irrigation Plan is drown for graphic clarity. Adjust pipe, valves and sprinkler heads according to field conditions and plant locations. Coordinate location of Valve Boxes with Owner. Install no more than two automatic valves per box. * Contractor shall verify all dimensions, quantities, available water pressure and volume, locations, sleeving and conditions prior to bidding and start of installation. During layout, consult with Landscape Architect to verify proper placement and make recommendations where revisions are advisable. In coordination with King County Water District 125 (206) 242 -9547, we have assumed the following: Water pressure of 65 psi, 2" water meter along Tukwila International Blvd. with a 2r service line and a T water meter along Mlitory Road witho 2' service line. * System shall provide full coverage on all areas less shrub interference. It is assumed that the Contractor will exercise professional judgement in location, I;eight, and slope of sprinker heads. System not to be operated during periods of hight wind. • Piping shown in parallel may be installed in common tren &. • Mainline PVC pipe shcl! be Schedule 40, buried of a minimum 24' depth_ Loterai PVC pipe shall be Schedule 40 and be buried at a min_ 18" depth. Unless stated,min. pipe size is 3/4 * All val equipment shall be placed ir vdve bcxes. * Steeving shat! be four inch diameter (4 - ; Sch. 40 PVC Extend sleeve 6 past the edge of concrete flatwork /waNs. * pie heads two kK:h s (2 from edge of walks, and twelve (12 trout "s. • At hood -in- parkin% set spray heads 12" in from curb. • Instal a wir+dess Mini -O& rain sensor. • instal 14 - 1 & ect burial wire continuous; run one hoot ire to satin valve arnd one eorrtmort mire tlrauc t itoch valve provide one spare wire to each vla11ve. Leave a 'foap' of wire at am n±virniine turns. Systernn is for wmtw4otion w tt+ coon air. Do not use outanx tic loin votve& tnstaf marnud drroin valves on Moi A to in low points to 11 1Ll to dr+oirmne and re,panr& Drains #xO errnpty into �rvvd soaps (!aik. 3 cu k) at a 45 degree w4& 261/��o 1 -110 24/ 3/4 " - - r " 3/4 1 -1/4 / -1/2 ri_ rti I' f -1 / 1 -1 4" 1 1 3 4 3 4 - 1 „ 3/4 - _ .. » » -�-� -- - - - F T - / / - - f -- _ -- , / } 2 -1 /21P / 0 GATE VALVE 7 /28 T' 7 V 7 27 ' t . - _ . 3/4 :.1 3 4- 1 3/4 -- •---- - - - - -= - » ---f' = _ 3/ l l 3/4 �--�� " f i1 - 4 1 -1/4 C , , -i i 1-1/4 3/4 3/4 3 4 _rt /2- 1 - 1 /4 - _ • / 21 el 5 , Prior to backf1ling, the Mainline snail be subjected to a hydrostatic a . pressure test of 150 psi. To be valid, all tests must be performed q y -� supervision of authorized personnel and 1 24/ 46 � under the direction and su 4» Pte+ P� � - - X0.•3/ � - reviewed by Landscape Architect maximum allowable drop is 5 psi in 1 112' c 30 minute test. Coordinate testing operations /procedure with 2.. Landscape Architect. 3 /4 * Before sprinkler system will be accepted, the Contractor shall perform a coverage test in the presence of the Landscape Architect. w Contractor s responsble to change, adjust nozzles to obtain o f . balanced system with fu coverage and a rrvinimurn of ove spray. The system shall be warranted for oil labor and materials for a period of one year from the date of substantial completion of the ` - - - - - - - - _ _ - _ _ _ _ . _ • -; system as docurrwted by a s*ed and doted copy of acceptance ! - - - - -- - - • . ' from the L Architect. The warranty Ix N include~ oiling and r Settkfne�it Of S In tTenClleS and an tC r^9 repairing y darnoge r p�arttings eoi by such. Bid st nal! also include one winterization and "'Z �IA octivation /od justment. 'Remora Drawings'. Prepare a complete, 1e9be and oc oxote set of 'as butt' OF OWN Igs 0:5 Instalation prlooeeds. Note any utiities, fill enCOUn 'As built' %X -- ngs 3hal be submitted to Archit /owner far review prior to TWK 6 XR6XI 9M find pa Controctor shad be *owing tc an 11 x 1r format, color code the stotion/1 nw and WWI kwwi hate ir, heavy 00136 C. Serbrnittals to abo irnclude d and equipment `ovtaioque cuts descriptions'. :norm 10 SCAM • w 1' = V • BLU N K DEM ATTEI ASSOCIATES ARCHITECTS AIA 1853 BAYSHORE HWY #300 BURLINGAME — CA — 94010 TEL (650) 692 -9911 FAX (650) 692 -0181 516 1 No► Glenn Takagi Landscape Architect 18550 FWands Way N. Suite # S horeline, WA 98133 (206) 542 -6100 FAX: (208) 546 -1128 Construction Set 4.26.05 W. REVISION DATE T IS 7HE RESPCNSIB;�_:TY ; ac HE CON'1 TO VERIFY A ='.END CONDiT ONS AND CO TtiEM WITH THE CONS- RUC''ON �OC:JMENTS B CO M M-`G E \ 'N AC7 ATIES. ERRORS, OW S:'"NS DR ANY OTHER INCONSISTENCIES DISCOVERED SHALL WMED ;A'E;Y BE REPORT: .0 THE ARCH: EC' ! CF 2 , 0 • rc,4 J Z Q o ZW W : m Q (� Z Z Q O F OD 0 U Z aD -- ED ED 00 F— z Z�Q < Q -- Z W O DAZE JOB "M L 20 SMI or r IRRIGATION —EXISTING 1-1/2" METER IRRIGATION METER LEG J" NEW POC (USE vAULT No. 25–T, available 1 /2 I m Symbol 2 at Utility Vault Co.) te 3/4" 2 10 C] HUNTER ICC-4800M (Metal) Coord. Location with L /4 Land. Archt./ Owner/ General Contractor (Electrical Service). 3 4� 1-1/2 1-1/2 Vh;:] P.O.C. (Point of Connection, see detail, including master valve) VAN MANUAL DRAIN VALVE (at mainline low point) AA 62 O RAINBIRD 44LRC QUICK COUPLER VALVE (LOCATE WITH P.O.C.) It GATE VALVE 3/4 3 4 1 RAINBIRD PEB Auto Valve with PRS–D 7 2 rl VALVE NUMBER �-y .. .. .. : _ � __ ,; _GALLONS PER MINUTE XX (TYP.) k VALVE SIZE X 3 40 VAN VARIABLE ARC NOZZLE A RAINBIRD 15 EST (11806) PCS as required 1-1/2 3/4"� 27 o RAINBIRD 15 Strip Series-15 CST (1806). PCS as required 1 j /4 3/4" RAINBIRD 15 Strip Series-15 SST (1806). PCS as required HUNTER PGP (#2 Nozzle-29' 0 30 psi) ROTOR /4 HUNTER PGP (#2 Nozzle-29' 0 30 psi) ROTOR 4 �27 6 rl22 k1 -1 (D RAINBIRD 15F 1806 0 RAINBIRD 15TT 1806 7 4 E) RAINBIRD 15H 1806 G RAINBIRD 15Q 1806 1_1/ @ RAINBIRD 12F 1806 0 RAINBIRD 12TQ 1806 RAINBIRD 12TT 1806 ® RAINBIRD 12H 1806 I I 1-1/2 RAINBIRD 12T 1806 RAINBIRD 120 1806 i i 8 2 0 RAINBIRD 10F 1806 3/4 e RAINBIRD 1 OH 1806 II 10 RAINBIRD 10T 1806 II Q RAINBIRD 10Q 1806 0 RAINBIRD 8F 1806 RAINBIRD 8H 1806 RAINBIRD 80 1806 Schedule 40 PVC sleeve, 4" diameter Mainline: Schedule 40 PVC Lateral: Schedule 40 PVC 3/4 --VAN VM so /4 3/4 V#* 4 3/4 7 0 Z z 3/4 /4 ' 1— /4 —1/40 /2 3/4 +1 * �'3 4* 4 35 2 1-1/4 NOTE: PIPE LAYOUT IS DIAGRAMATIC. MAINLINE SHOWN OUTSIDE BEDS FOR GRAPHIC CLARITY. INSTALL MAINLINE AND VALVES WITHIN PROPERTY LINE. A C � s *400 %Owl 3/4 1 -1 "%-3/4w WA400 ti • -0 0 LA /4 Ld Siam 0 is Ilk �. o \ 'of z 4L_ ik6 tz A. Ar t 7 KEY MAP --� �� MATCHLINE - _ _ _ -,� : . SHEET L2.5 north SCAU: I" 2W Q L2.3 BLUNK DEMATTEl ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURLINGAME - CA - 9401 TEL (650) 692-9911 FAX (650) 692-0181 ■ W Glenn Takagi Landscape Architect 18550 Fidands Way N. Suite #1 02 Shore fire, WA 98133 (206) 542-6100 FAX: (206) 546-1128 o,nstruction SeL 4.26.05 KVISION DATE ,T !S T_yE RESPONS!BiL :7' OF' 'r! CONTRACTOR OR 7"" \. A: L � CON'Dii 70NS AN[) COVPA� F "HP-M WTH 7-4P f" DOCUMENTS 'A. -',- T i'V1 T E_ S. E RR O R S . 0 M! S S '-"' N S �,R ANv 0 %'C0NSiS D I SCO VERED SHALL MMEDA BE REPOR P D 0 C c a Ea z Q a < z > LAj W _j D Cl ft 0 CD Z 0 < 00 Z 00 00 z < Z < O � Q — z o �'_ Lj OD o D DAIE JOB "a 3"M • 0 r %c ua Lol 2a MAINLINE NOT TO SCALE "MI , MATCHLINE SHEET L2.2 • 13�4 " 3 / 41 ' i i 3/4t» ; . A amoo N FINISH - AOE 1 -1 /4 1 " 3/4 3 / 4 " - 1 _ 1 /4 PVC TRIPLE Pon- CLEAN, COMPACTED NATIVE ? - /4" ` BACKFILL MATERIAL 18550 Firlands Way N. HEAD DETECT —A —TAPE (BLUE) t BACKFILL 3/4 , BACKFILL MATERIAL w N FAX: (208) 546- '— SWING - 3/4 -' JOINT & SANDAOR APPROVE NO. HEAD W/ 1 BACK LL MATERIL) SAND 2' 19 56 1 i AC_!. . �%-. ERRORS, OM; c-, - ' OR ANY C IN00NS!S7ti',.iEE PVC MAIN LINE „ -112" 2--1 / t' p : LATERAL BUNDLE CONTROLLER LINE 2 WIRES UNDER MAIN LINE dt LL NOW OPPOSITE SIDE FROM ' EXCAVATE SWING JOINTS (WHEN Q t LATERAL LIN 2 b LATERAL do MA N SHARE > NOT TO SCALE TRENCH) m it d z Z <00 o WIRES TO MAIN UNE 2a MAINLINE NOT TO SCALE "MI , MATCHLINE SHEET L2.2 • 13�4 " 3 / 41 ' i i 3/4t» ; . A amoo N FINISH - AOE 1 -1 /4 1 " 3/4 3 / 4 " - 1 _ 1 /4 ASPHALT, CONCRETE OR MASONRY TACK —SEAL SAW CUT 6 "MIN PAVED FACE- JOIN T ; OMPACTED NATIVE z BACKFILL J MATERIAL cow 5/8 "MINUS I CRUSHED N ROCK BEDDING PVC SLEEVE WITH MAIN OR NOTES: i� LATERAL 1- SLEEVE SIZE AS LINES SHOEN ON PLANS OR 2-SLEEVES t CONTROLLER REQUIRED UNDER WIRES ALL PAVED AREAS 3 SLEEVE TRENCHING NOT TO SCALE 3/4" -' 1-1/2 1--1 /4" 1/4 0 GALV THREADED i U —BOLT W/ NUTS do WASHERS (TYP) 3/4" ` BRA 1' PLA VIEW FINISH /4" 3/4 f r t l LO 10" (MIN) VALVE BOX W/ 3/4 W LOCKING LID ( SEE I ; SPECS) Z _ Lj 0 BRASS QUICK COUPLER o - o� -'�`/v �i_� p��u� p -• o% !�c-'� p`� / VALVE (SEE SPECS) 3/4 Q _ 3 0 OF < — /2 0 WASHED 3/4 " ROCK OVER GEOTEXTILE 2 2" 1-1 1 ,; FABRIC ,,,_ - - — 3/4 - - _- 1' -6 "LONG 1" SCH 80 ' PVC SCH 40 PVC MAINLINE - -- SCH 40 GALVANIZED _ TRIPLE SWING JOINT ASSEMBLY 4 QUIC K . COUPLER -north BED AREAS 0 10 20 NOT TO SCALE SCALE: In _ -- - - 201 VALVE BOX W/ LOCKING LID. EXTENSIONS NOTE: AS REQUIRED. ADD PRESSURE REDUCING VALVE SEE PLAN NOTES. IF REQUIRED. FINIISH GRADE 10" (MIN) VALVE BOX W/ I PIP COCKS TO BE UPRIGHT LOCKING UG. EXTENSIONS = I _ AND EASILY ACCESSIBLE ; AS REQUIRED. �. ORIENTATION APPROVED BY = if i � ; GALV THREADED U -BOLT W/ , . , • . NUTS dr WASHERS (TYP) BRACE PLAN MEW r G BR ASS QUICK COUPLER VALVE (LOCATE IN BOX IF T -25 USED) --10" (MAIN VALVE BOX W/ C--_' LOCKING LID. D(TEXS10NS I i1 i AS REQUIIRED. I .. BRASS NIPPLES ' , 1 —6 LONG ? • SCH W PVC f & t"ONS / '°'EP BRASS �� i BRASS PVC AD 4P � r � ,,,..__ oo>r►BLF �F+EC�c SALVE _ ,DAPS A J �, T ,! •t !, j MY BACKFLOW ' '; E�I PREV 004CE - _ t `----- 1 -1 /Z FEBCO 850 FROM,METER - - MA*#LJ - /ASTER VALVIE - ►, /� 4GATE VALVE , (LOCATE w BOX IF T -25 USED) POINT OF CONNECTION: .7OF <S*/ .XO%fR GEO aEX1lF FANSC DOUBLE CHECK VALVE /BACKFLOW PREVENTER NOT m scrc . ` . , � � : /. �•.; FISH GRI10E • .' , PLASM 1r ou= VALVE BOX W/ w 92ED TO P wwx w%m CLEAR/WCE BETWEN lM ISM "M 0 0E FACE OF pictzgzAim r. Box GAGES T a^�� QUITS ( ' w) COPPER � DRAN�� VALVE � • t SWAT 1'Q _ REDIJC/�G VALVE - _ - • ADAFrOt ASSEMBLY •/ UMM (SEE SPECS) .1 c`. I VVC CEP HME SLOT DRAIN (TVP ) ► r c t 6" CO PAC MM :0 1 /2 0 WASHO RM BASE (OR '� 61DRABI RM FM OPEN BOTMU VALVE BOX NC 0A" 11/3 CU VD OF DRAM ROCK AT 901% altos OF VAUL WM CEP "MA/SLOT PRESSURE REDUCER wISTRAINER (IF REQUIRED RacAic ooaIREr raor aAao-toW vWAXnM ona) NOT ro scAX BLUNK DEMATTEI ASSOCIATES ARCHITECTS AI A 1353 BAYSHORE HWY #300 BURLINGAME -- CA — 94010 ■ TEL (650) 692 -9911 FAX (650) 692 -0181 PVC TRIPLE � SWING - /4" ` JOINT do 18550 Firlands Way N. HEAD 7 " 1r BACKFILL 3/4 , (206) 542 -6100 AROUND FAX: (208) 546- '— SWING - 3/4 -' JOINT & NO. HEAD W/ 1 THE RES P O N SIBILI — 0c- SAND 2' 19 56 1 i AC_!. . �%-. ERRORS, OM; c-, - ' OR ANY C IN00NS!S7ti',.iEE Pv0 „ -112" 2--1 / t' p : LATERAL It 3/ 4 LINE 2 LL NOW OVER Z EXCAVATE r t; Q UNSUITABLE LATERAL LIN 2 b MATERIALS > NOT TO SCALE ' 44 . -1 4 ASPHALT, CONCRETE OR MASONRY TACK —SEAL SAW CUT 6 "MIN PAVED FACE- JOIN T ; OMPACTED NATIVE z BACKFILL J MATERIAL cow 5/8 "MINUS I CRUSHED N ROCK BEDDING PVC SLEEVE WITH MAIN OR NOTES: i� LATERAL 1- SLEEVE SIZE AS LINES SHOEN ON PLANS OR 2-SLEEVES t CONTROLLER REQUIRED UNDER WIRES ALL PAVED AREAS 3 SLEEVE TRENCHING NOT TO SCALE 3/4" -' 1-1/2 1--1 /4" 1/4 0 GALV THREADED i U —BOLT W/ NUTS do WASHERS (TYP) 3/4" ` BRA 1' PLA VIEW FINISH /4" 3/4 f r t l LO 10" (MIN) VALVE BOX W/ 3/4 W LOCKING LID ( SEE I ; SPECS) Z _ Lj 0 BRASS QUICK COUPLER o - o� -'�`/v �i_� p��u� p -• o% !�c-'� p`� / VALVE (SEE SPECS) 3/4 Q _ 3 0 OF < — /2 0 WASHED 3/4 " ROCK OVER GEOTEXTILE 2 2" 1-1 1 ,; FABRIC ,,,_ - - — 3/4 - - _- 1' -6 "LONG 1" SCH 80 ' PVC SCH 40 PVC MAINLINE - -- SCH 40 GALVANIZED _ TRIPLE SWING JOINT ASSEMBLY 4 QUIC K . COUPLER -north BED AREAS 0 10 20 NOT TO SCALE SCALE: In _ -- - - 201 VALVE BOX W/ LOCKING LID. EXTENSIONS NOTE: AS REQUIRED. ADD PRESSURE REDUCING VALVE SEE PLAN NOTES. IF REQUIRED. FINIISH GRADE 10" (MIN) VALVE BOX W/ I PIP COCKS TO BE UPRIGHT LOCKING UG. EXTENSIONS = I _ AND EASILY ACCESSIBLE ; AS REQUIRED. �. ORIENTATION APPROVED BY = if i � ; GALV THREADED U -BOLT W/ , . , • . NUTS dr WASHERS (TYP) BRACE PLAN MEW r G BR ASS QUICK COUPLER VALVE (LOCATE IN BOX IF T -25 USED) --10" (MAIN VALVE BOX W/ C--_' LOCKING LID. D(TEXS10NS I i1 i AS REQUIIRED. I .. BRASS NIPPLES ' , 1 —6 LONG ? • SCH W PVC f & t"ONS / '°'EP BRASS �� i BRASS PVC AD 4P � r � ,,,..__ oo>r►BLF �F+EC�c SALVE _ ,DAPS A J �, T ,! •t !, j MY BACKFLOW ' '; E�I PREV 004CE - _ t `----- 1 -1 /Z FEBCO 850 FROM,METER - - MA*#LJ - /ASTER VALVIE - ►, /� 4GATE VALVE , (LOCATE w BOX IF T -25 USED) POINT OF CONNECTION: .7OF <S*/ .XO%fR GEO aEX1lF FANSC DOUBLE CHECK VALVE /BACKFLOW PREVENTER NOT m scrc . ` . , � � : /. �•.; FISH GRI10E • .' , PLASM 1r ou= VALVE BOX W/ w 92ED TO P wwx w%m CLEAR/WCE BETWEN lM ISM "M 0 0E FACE OF pictzgzAim r. Box GAGES T a^�� QUITS ( ' w) COPPER � DRAN�� VALVE � • t SWAT 1'Q _ REDIJC/�G VALVE - _ - • ADAFrOt ASSEMBLY •/ UMM (SEE SPECS) .1 c`. I VVC CEP HME SLOT DRAIN (TVP ) ► r c t 6" CO PAC MM :0 1 /2 0 WASHO RM BASE (OR '� 61DRABI RM FM OPEN BOTMU VALVE BOX NC 0A" 11/3 CU VD OF DRAM ROCK AT 901% altos OF VAUL WM CEP "MA/SLOT PRESSURE REDUCER wISTRAINER (IF REQUIRED RacAic ooaIREr raor aAao-toW vWAXnM ona) NOT ro scAX BLUNK DEMATTEI ASSOCIATES ARCHITECTS AI A 1353 BAYSHORE HWY #300 BURLINGAME -- CA — 94010 ■ TEL (650) 692 -9911 FAX (650) 692 -0181 h 4i 1 i d � 1� Glenn Takagi Landscape Architect 18550 Firlands Way N. Suite #102 Shoreline, WA 98133 (206) 542 -6100 FAX: (208) 546- o nstruct i n S t 4. 6.05 NO. REVISION DATE :T ;S THE RES P O N SIBILI — 0c- HE CONTRACTOR TO VERIFY ALL 11ELD •; ON570NS ANC CO MZ�APE ''-!EM m'rH THE CONS TR�C" °0N DOCUMENTS 8E='ORE COMME " + -!N AC_!. . �%-. ERRORS, OM; c-, - ' OR ANY C IN00NS!S7ti',.iEE C!SCOVERED SHALL IMMED'ATE -v BE REPOR"E 70 THE ARCH. 7C` t' p : O LL V Z Q Q j ZW > W m it d z Z <00 o Z � F- z rn Z'aQ Y - Z Lj ap DALE Joe Ma if _ _ L 204 SNIXT h 4i 1 i L IRRIGATION LEQ N (SEE Symbol I tern EOCTDNSIONS HUNTER ICC -4800M (Metal) Coord. Location with IRRIGATION PLAN) Land. Archt./ Owner General Contractor (Electrical Service). 1b6_b:1 P.O.C. (Point of Connection, see detail, including master valve) 6 MANUAL DRAIN VALVE (at mainline low point) CJ RAINBIRD 44LRC QUICK COUPLER VALVE (LOCATE WITH P.O.C. AT SHRUB SPRAY GATE VALVE RAINBIRD PEB Auto Valve with PRS -D VALVE NUMBER # XX GALLONS PER MINUTE (TYP.) - X/X" VALVE SIZE VAN VARIABLE ARC NOZZLE A RAINBIRD 15 EST (1806) PCS as required ED RAINBIRD 15 Strip Series -15 CST (1806). PCS as required RAINBIRD 15 Strip Series -15 SST (1806). PCS as required SURFACE HUNTER PGP #2 Nozzle -29' O 30 psi ROTOR HUNTER PGP #2 Nozzle -29' O 30 psi ROTOR (D RAINBIRD 15F 1806 Q) RAINBIRD 15TT 1806 B RAINBIRD 15H 1806 0 RAINBIRD 15Q 1806 O RAINBIRD 12F 1806 0 RAINBIRD 12TQ 1806 8 RAINBIRD 12TT 1806 0 RAINBIRD 12H 1806 ® RAINBIRD 12T 1806 ® RAINBIRD 12Q 1806 O RAINBIRD 1OF 1806 e RAINBIRD 10H 1806 O RAINBIRD 10T 1806 Cj� RAINBIRD 1 O 1806 O RAINBIRD 8F 1806 -+� RAINBIRD 8H 1806 C RAINBIRD 8Q 1806 Schedule 40 PVC sleeve, 4" diameter Mainline: Schedule 40 PVC 0 3 Lateral: Schedule 40 PVC NQT� PIPE LAYOUT IS DIAGRAMATIC. MAINLINE SHOWN OUTSIDE BEDS FOR GRAPHIC CLARITY. INSTALL MAINLINE AND VALVES WITHIN PROPERTY LINE. CLASS 315 PVC PREFABRICATED TRIPLE SVANG JOINT Y (OR APPROVED ALTERNATE FLEX (SEE SPECS) LATERAL UNE (SCH. 40 PVC) POP -UP SPRAY HEAD SHRUB BED AREAS / AT EDGE OF PAVEMENT NOT TO SCALE �A r- �4 3 /4IdANUAL ORAIIN �y _ VALVE 1r LONG KEY 1= FOR OPERATION (SEE SPECS) OUTFACE ST STRUICCTURE OR DRAIINAGE WATER COURSE JL 1 �..,�.�%•'�.� C. -rte 1 /2'CU YD OF <1 -11*r ` WAS HM ROOK OVER - 5 S gg CC. a [O] MASS STOP VALVE FOR ISOLATII N (SEE SPECS) PVC ADAP VIES Fn UMDER - Pot AUTOMATIC CONTR gar ro scwE VA + % MATCHLINE t�■r �� � � � �■ � �■■� � r _� � � � � : �■■� � �� � i■� �ti■� � 'ice . ��' r�i �■■e �r �� � � � � � SHEET L2.3 .0 3/4" 3 4" 3 4" 3 / i ! ; 3/4" 10 / 15 / ; 1 1 /4 ! ; E GATE VALVE " IF EXISTING IRRIGATION G SYSTEM IS VIABLE, REPAIR r ,. " s 1 3/4 AND REUSE. CONNECT TO 1' -1 /4 { NEW MAINLINE AND CONTROLLER. _ .-1 /4 � / —1/4" -1-1 /2. 11 f t ' 1 - / i t ; .� I I E ;" 17 44 = 1 - '1 /2 _ _ 2" 11 '3 4" e--- 16 42 t t _ 1 2!!- II 0 Lli Lli 3/4' 3/4" Q = 1 / 3/4 II II I ^ Y I 1 3/4" 3/4" ' 3/40 n sp 'O"MMUMMMOUN-MM AM - .. . _ - fir � � � �� ��� ��' i��� - .. _ 1 ? - ti .y ", - � ��•; - w - � ." �.- - - - _ . ��• _ r - .' _ •. - / 1--1 /4 1 1 - 1/4 0 1 3 3/4 " _ _ - - 15 39 14 40 1 -1 3/4 1 1-1/ 4"1-1 /2 ' -- - _ /2 � _ _ - -- •- - - - - -- - - -- _ - - - - - = -� • - -- � - - • _ -- - -- - _- _ ___ .. - .. :: - - -- - _ _- . ..- _ 13 28 •.. _ _ _ _ 1 - 112'' 1_1� - � - - -- - -- - - - - - - - - - _ - - -• - -- ' - • � -- - . ' `� . �' : - - - - - -- - %� 'C I "� -- _ _ - -- - -- - - - -- - - -- -- - - - -- __ _ _�'ac - 7 � , 1 T CG'S VALVE BOX w/ LOCKING LID (SEE PLASTIC SPRAY NOZZLE (SEE Landscape Architect EOCTDNSIONS (AS IRRIGATION PLAN) ---- - - ---- --- 6"MAX • to ULCH 1-1/2-2 ASPHALT, -3/4' ELL AT SHRUB SPRAY CONCRETE, < FINISH GRADE MASONRY a REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY A_; OR CRUSHED DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL !MMED!ATEL Y - -- ROCK POP UP SHRUB SPRAY HEAD 1806 SERIES SURFACE 4 /X CLASS 315 PVC PREFABRICATED TRIPLE SVANG JOINT Y (OR APPROVED ALTERNATE FLEX (SEE SPECS) LATERAL UNE (SCH. 40 PVC) POP -UP SPRAY HEAD SHRUB BED AREAS / AT EDGE OF PAVEMENT NOT TO SCALE �A r- �4 3 /4IdANUAL ORAIIN �y _ VALVE 1r LONG KEY 1= FOR OPERATION (SEE SPECS) OUTFACE ST STRUICCTURE OR DRAIINAGE WATER COURSE JL 1 �..,�.�%•'�.� C. -rte 1 /2'CU YD OF <1 -11*r ` WAS HM ROOK OVER - 5 S gg CC. a [O] MASS STOP VALVE FOR ISOLATII N (SEE SPECS) PVC ADAP VIES Fn UMDER - Pot AUTOMATIC CONTR gar ro scwE VA + % MATCHLINE t�■r �� � � � �■ � �■■� � r _� � � � � : �■■� � �� � i■� �ti■� � 'ice . ��' r�i �■■e �r �� � � � � � SHEET L2.3 .0 3/4" 3 4" 3 4" 3 / i ! ; 3/4" 10 / 15 / ; 1 1 /4 ! ; E GATE VALVE " IF EXISTING IRRIGATION G SYSTEM IS VIABLE, REPAIR r ,. " s 1 3/4 AND REUSE. CONNECT TO 1' -1 /4 { NEW MAINLINE AND CONTROLLER. _ .-1 /4 � / —1/4" -1-1 /2. 11 f t ' 1 - / i t ; .� I I E ;" 17 44 = 1 - '1 /2 _ _ 2" 11 '3 4" e--- 16 42 t t _ 1 2!!- II 0 Lli Lli 3/4' 3/4" Q = 1 / 3/4 II II I ^ Y I 1 3/4" 3/4" ' 3/40 n sp 'O"MMUMMMOUN-MM AM - .. . _ - fir � � � �� ��� ��' i��� - .. _ 1 ? - ti .y ", - � ��•; - w - � ." �.- - - - _ . ��• _ r - .' _ •. - / 1--1 /4 1 1 - 1/4 0 1 3 3/4 " _ _ - - 15 39 14 40 1 -1 3/4 1 1-1/ 4"1-1 /2 ' -- - _ /2 � _ _ - -- •- - - - - -- - - -- _ - - - - - = -� • - -- � - - • _ -- - -- - _- _ ___ .. - .. :: - - -- - _ _- . ..- _ 13 28 •.. _ _ _ _ 1 - 112'' 1_1� - � - - -- - -- - - - - - - - - - _ - - -• - -- ' - • � -- - . ' `� . �' : - - - - - -- - %� 'C I "� -- _ _ - -- - -- - - - -- - - -- -- - - - -- __ _ _�'ac - 7 � , 1 T CG'S VALVE BOX w/ LOCKING LID (SEE SPECS) Landscape Architect EOCTDNSIONS (AS RE02D) ---- - - ---- --- SUCH 40 PVC MAIN LINE (206) 542 -6100 SCH 80 PVC ELL OR TEE w/ UCER -y . - ,• --�- (4) SCH 80 3 /4'PVC 01 w/ PVC N11PPLES M BE I WEN 9 DRAIN VALVE NOT 1O SCALE NSTALL AT LOWEST POSIT N SY51E11 sm 80 3/40'110 STREET ELI. W/ 6'tE1r6 OF PVC WE w/ Nabs ORRIM FM ORAIN Lim N 1 'PVC : BRASS r ; r0F $ 11-11r WASHM FABINC 10 GAI[L VAL�& 140T TO SCALE 1 KEY MAP north i SCMx._ I' = 2W L2,95 Nam "Itr SHMM off- w N V/IL.1f Ow V41T MADW rOEMNIM MW wr OFWE m» W "tr - nmsH mum I , MW VALVE, BOX W LaaaNG LID SEE SPEC OMMION (AS REO WATERTIGHT SPurs (& i BRASS SCH 40 PVC PVC ADAPTER LATERAL CUT NOTCHES N13p X FOR PPE AS RECrD AT EARN M LR ON (2 PLACES) AUTOMATIC CON VAL10E (SEE SPECS) PEA GRAVIEL OMER G'E07EXYLE FABW 16 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AI A 1555 BAYSHORE H WY #300 BURLINGAME -- CA -- 94410 S TEL (850) 692 --9911 ■ FAX (650) 692 -0181 Glenn Takagi Landscape Architect 18550 N. ---- - - ---- --- Shorek e, WA 98133 (206) 542 -6100 FAX: (206) 546 -1128 art - � t�s = -y . - ,• REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY A_; FIELD CONDITIONS AND COMPARE THCM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL !MMED!ATEL Y - -- ...... 00 j KEY MAP north i SCMx._ I' = 2W L2,95 Nam "Itr SHMM off- w N V/IL.1f Ow V41T MADW rOEMNIM MW wr OFWE m» W "tr - nmsH mum I , MW VALVE, BOX W LaaaNG LID SEE SPEC OMMION (AS REO WATERTIGHT SPurs (& i BRASS SCH 40 PVC PVC ADAPTER LATERAL CUT NOTCHES N13p X FOR PPE AS RECrD AT EARN M LR ON (2 PLACES) AUTOMATIC CON VAL10E (SEE SPECS) PEA GRAVIEL OMER G'E07EXYLE FABW 16 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AI A 1555 BAYSHORE H WY #300 BURLINGAME -- CA -- 94410 S TEL (850) 692 --9911 ■ FAX (650) 692 -0181 z) t :7 Glenn Takagi Landscape Architect 18550 N. Shorek e, WA 98133 (206) 542 -6100 FAX: (206) 546 -1128 onstruction Set 4.26.05 REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY A_; FIELD CONDITIONS AND COMPARE THCM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL !MMED!ATEL Y BE REPORTED TO THE ARCHITECT a- D O 0 Q Z W W CL M Z Z Q I~ cc Q U Q z °0 --- Cr 00 �-- F- z a� Z Q z J 0 3 W o Y U �- DA7E gas Na L 2,05 9�T W z) t :7