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HomeMy WebLinkAboutPermit D04-447 - CENDANT CAR RENTAL GROUP - FUEL ISLAND, CANOPIES AND BUILDINGCENDANT CAR RENTAL GROUP 15820 TUKWILA INTERNATIONAL BL D04 -447 Z _. CL �0 0 0: V)0. W =` J r. CO LL. ' uj } g J; LL Q. I- _ Z Z H. tu 2 DI U 0'. WW. _o Z w U N. O z Parcel No.: 2223049001 Permit Number: D04 -447 Address: 15820 TUKWILA INTERNATIONAL BL TUKW Issue Date: 02/13/2006 Suite No: Permit Expires On: 08/12/2006 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: CHINNCL000DS DESCRIPTION OF WORK: CONSTRUCTION OF FUEL ISLAND AND CAR WASH CANOPIES (6230 SQ FT) CAR WASH BUILDING (3771 SQ FT) (NEW EXTERIOR CMU WALLS, CONCRETE SLAB, ROOF, PREMANUFACTURED CANOPY, WALLS, DOORS, WINDOWS AND CEILINGS, ELECTRICAL, HVAC AND PLUMBING) AND TRASH ENCLOSURE (186 SQ FT) Value of Construction: $650,236.21 Fees Collected: $8,085.16 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2003 Type of Construction: IIA Occupancy per IBC: 24 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Storm Drainage: N Street Use: N Profit: N Water Main Extension: doc: IBC - Permit City GT 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 N DEVELOPMENT PERMIT Private: D04 -447 Phone: Phone: 650 692 -9911 Phone: 425 898 -1688 Expiration Date:03 /05/2006 Public: Non - Profit: N Public: Steven M. Mullet, Mayor Steve Lancaster, Director Printed: 02 -13 -2006 Water Meter: N doc: IBC- Permit City 6 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 * *continued on next page ** D04 -447 Steven M. Mullet, Mayor Steve Lancaster, Director Printed: 02 -13 -2006 Permit Center Authorized Signature: The granting regulat Signatur Print Name: doc: IBC - Permit City 6 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 I hereby certify that I have read and`eatamin'ed 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. this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws cti or the performance of work. I am authorized to sign and obtain this development ermit. Date: (. V)N L2 A otA 5 i,, , ,,0 D04 -447 Permit Number: Issue Date: Permit Expires On: Steven M. Mullet, Mayor Steve Lancaster, Director D04 -447 02/13/2006 08/12/2006 Date: 02-1 I x / 019 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Printed: 02 -13 -2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Parcel No.: 2223049001 Permit Number: D04 -447 Address: 15820 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 12/16/2004 Tenant: CENDANT CAR RENTAL GROUP, INC Issue Date: 02/13/2006 LL w 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the 2 Building Official. gQ 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center �'a (206/431 - 3670). _ 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to z 0 start of any construction. These documents shall be maintained and made available until final inspection approval is ILI III granted. 0 0 ON 5: The special inspections and verifications for concrete construction shall be required. o = 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by t-- a Washington Association of Building Official Certified welder. o 7: Installation of high- strength bolts shall be periodically inspected in accordance with AISC specifications. U N H= 0 F ' 8: When special inspection is required, either the owner or the registered design professional in responsible charge, Z 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. 9: 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. 10: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 11: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 12: 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. 13: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 14: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 15: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the doc: Conditions D04 -447 Printed: 02 -13 -2006 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 16: 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. 17: 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). 18: AU electrical work shall be inspected and approved under a separate permit issued by the Washington State Department of Labor and Industries (206/248- 6630). 19: 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. 20: ** *FIRE DEPARTMENT CONDITIONS * ** 21: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 22: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B :C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 23: 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) 24: 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) 25: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 26: Approved portable fire extinguishers complying with the International Fire Code and with a minimum rating of 2- A:20 -B:C shall be provided and located such that an extinguisher is not more than 75 feet (22860 mm) from pumps, dispensers or storage fill -pipe openings. (IFC 2205.5) 27: Egress cloors 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) 29: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress doc: Conditions D04 -447 'if.ML4.14: �S � ' 4 , ' /UF•J . L : Cl Printed: 02 -13 -2006 ity of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet (30,480 mm) or the listed viewing distance for the sign, whichever is less, from the nearest visible exit sign. (IFC 1011.1) 30: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not Tess than 90 minutes in case of primary power loss, the sign illumination means shall be connected to an emergency power system provided from storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 31: Means of egress, including the exit discharge, shall be illuminated at all times the building space served by the means of egress is occupied. The means of egress illumination level shall not be less than 1 foot - candle (11 lux) at the floor level. The power supply for the means of egress illumination shall normally be provided by the premise's electrical supply. In event of a power failure an emergency power system shall provide power for a duration of not less than 90 minutes and shall consist of storage batteries, unit equipment or on -site generator. (IFC 1006.1, 1006.2, 1006.3) 32: A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #2051. 33: Local U.L. central station supervision is required. (City Ordinance #2051) 34: 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) 35: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 36: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 - 4107. doc: Conditions * *continued on next page ** D04 -447 Printed: 02 -13 -2006 c ti = p, S , .' }y6 City of Tukwila I hereby certify that I have read these conditions and will comply with them 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 regulating construction or the performance of work. l \ 1 Signature: Print Name: doc: Conditions S-Vni/Nt C_,01 D04 -447 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 as outlined. All provisions cancel the provision of any Date: of law and ordinances other work or local laws Printed: 02 -13 -2006 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** 15820 Tukwila International.Boulevard„ . Site Address. �.: 6• C endant Car • ntak;Proup 1n ='t Tenant Name: s� ;n's:a_v;i,: Property Owners Name• - S terling Realty +• Mailing Address; PO Box 91723 i i - 1W Name; Chandler Eason, Blunk Demattei Associates Mailing Address; 1555 Bayshora?!i*y #' ceason3 @bdaarch;com•' &Mail Address; ► -.`� Company Name: Chinn Construction, LLC Mailing Address. PO Box 2137 Contact Person: Kevin Chinn E-Mail Address; 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 ** Company Name Blunk DerRatt0.9ssociate s. Mailing Address. .1555 eYshore. Ftyvy; #300 ;; . Bu�li Contact Person: Chandler Eason E Address. eason3 @bdaarch.com ENG.CNEERAOF RE :� '� "A`�1` zit Company Name: CT.ffnginaering ,.:.. , Mailing Address , 180 . N,ckersoo St, .':rSui 302;a Contact Pets • k E-Mail Address;rwyble Imppliatiosipamis(rx004) cte 9ir i�.gr!n9,co !rk : .. Paso 1 Bellevue Burlingame Redmond Seattle city 222304- 9101 -02, 222304 - 9015 -0, King Co Assessor's Tax No.:29vtna -ann1 _nl 999'1(1d-01(12-0i Suite Number:, New Tenant: 650 - 692.91 Day Telephone: clay Mo. Fax Number 650 - 692 - 0181. ct ifrRecor�l': • nq me: City Day Telephone: Floor: • Yes : . Q .,No WA 98009 -1723 WA city Day Telephone: 425 898 - 1688 Fax Number: 425 - 898 -0885 9.4010 98073 -2137 CAi :.. _'. -, `94010,. Stat Zip 650 - 692 -9911 Fax Number: 650 - 692 -0181 3EI�i" . Day Telephone. 20.6- 285 -4512 _ ; Fax Number: 206- 285 -0618. :' fit;; ° > �' •;r, • �• ' ::..:,:,.•. '..1,: ' t, ; : . ,�% <;�s ,rs :yi^y ^�+,. • . >': , r !;' � @' .+�° ltUd�� � • i , ....,�•.• .-; S - ore . ? ' (YZ . r . ar t�.� • , `,ti: � ; � � ,v �.`ix: X �t, y1 Y ,1,�+t y .. S ., i • :: � o . , '4' ,TT? , 1 :,�:�..,. .G / 7 ry y,�,f.((.�, : '•? � - .. i.�'�.. :.?'�;�:. - Bailor ..Vj.� f... .t :.. ... ....,. , M���6'� -`.•* r .�r �����5�1 -'w! , �C:iY.�•1 : .. � y� r .. �.... �; ::.. •. i:: �:.: '. .: , . :..;•:o:. ..... ..:...:..•..,. � ,:..; :::.n f it +wt''' : ` .'; c' '., ...::': �: ,r�, ,� :.' ., y;F .., :.:,o-;.,•., ;; K,. .:, ,v• ,•>,„ ' i. _ ,. T IC ^ i : " C!: ::s, .. �..i:•. :,, A '•' ' = ? ')j"�i i:. :, • .M• :.:, ..., : .F.� ... I ... �;r v f' • . e . .Q Q < w: •• .. .'v2 - i,��: ^: ^.:.:.: �: i h)yh \.•:i;. ar.,:::` ;:: :R., r 04.n::::. :Y. t r +r jiff 9 ?E; %fi 1 i c 't ' e • 1 j ^� � .. : . .J�t^JA *: rr•r:n.0 ° ..r 8 . 4 6,253 0 0 10,187 II S -1 .. . 4,064.....• :lit; • . . :: %� :. .. • NA NA NA NA NA NA • ; NA N A , • • • NA : •• NA NA • NA M )05:... ' ` `j:� ' ; . . NA .N A NA '., NA . • • NA ' ' • ''• 1 • • . •_ • • ' • . NA - ' :::� r' .'1 NA • NA • 1 .NA N A NA• ..NA e ;: > --;5! i0' ^: aiifr NA - • NA .. t . , 'NA .. • • :NA -•' N A - • • • : : ''. I -% • '• • ,• •�.% N.4.•: . • . • .,1_ ,' :j >:, t: NA , . N • : . . „ , NA. li ; . NA NA• , ' NA NA • • NA A ;NA NA :: ii : s NA ' A , , . MA' Otrith. :. NA NA NA NA . • . IVs' Ni4 • ' • ' GovbA)j; :::, ; ! : <:iY NA -,-NA • NA NA NA. ' ' NA i�1A • NA •• . t NA . " s NA'' • • NA 3,652,300 Existing Building Valuation: S Scope of Work (please provide detailed information): Construction of fuel island and car wash canopies (6,230 sq. ft.), car wash building (3,771 sq. ft. (new exterior CMU walls, concrete slab, roof, premanufactured canopy, walls, doors, windows and ceilings, erectricer, htnu Mel piumoing) aria tr er Ss&e(18 sq. 11.) "' • - • Valuation of Project (contractor's bid price): S ' Will there be new rack storage? . (�, Yids ...No If "yes", 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. PLANNING DIVISION: NA Single building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): NA Floor area of principal dwelling: 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? • Yes ❑ ..No If "yea ", explain: i,ppttadoatwrmtt syprali x04ZW1 Pane 2 jrntE PROTECTION/HAZARDOUS MATERIALS; U...Sprinklers ...Automatic Fire Alarm ❑..None []...Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? II . ..Yes ; 0. No ,(/' ',es ", attach list of materials and storage locations on a separate 8-1/2 x 11 paper indicating quantities aid 1Matsrial Safely Data Sheet& A: , z _� w Ce 00 to U) ILI W = J (0 IL w LG 1 w an d = W 1-- z � 1- 0 w ~ • w U � w _ C1 I_- W w W Z W U= O ~ Z Scope of Work (please provide detailed information). Construction of fuel island and car wash canopies (6,230 sq. ft.), car wash building (3,771 sq. ft. (new exterior CMU walls, .. . • S . • - ■ 7a u enclosure (186 sq, ft.) Water District ❑...Tukwila ■...Water District #125 ❑...Water Availability Provided fewer District ❑ ...Tukwila ❑ ...ValVue 0... Renton ❑ ...Seattle ❑...Sewer Use Certificate ❑ ... Sewer Availability Provided 0... Approved Septic Plans Provided ❑ ...Septic System- For omits septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes wblcb apply): ❑ ...Civil Plans (Maximum Paper Size-22" x 34") ❑...Technical Inf rmation Report (Storm Drainage) ❑.. Geotechnical Report ❑ ...Bond ❑... Insurance ❑ ...Easement(s) ❑... Maintenance Agreement(s) ❑ ...Hold Harmless EiltR ed Activitka m r Axes that aonlvl: ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use- No Disturbance ❑ ... Coastruction/Excavation/Fill - Right-of-way Non Right-of-way ❑...Total Cut cubic yards ❑...Total FE cubic yards O.-Sanitary Side Sewer ❑...Cap or Remove Utilities 0... Frontage Improvements ❑...Traffic Control ❑ ... Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... " • WO# ‘;(447,1.3.4„, ❑..Temporary Water Meter Size.. " _ WO# — � �• I f __ ❑..Water Only Meter Size WO# ❑ .,,Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to; Name: Mailing Address; Water Meter Relimd /Billing; • Name: Mailing Address 44gliedicatroliit( opy, wa s, : o • s, win • ows an cei rags, a ec nca •. Call before you Dig: 1- 800 -424 -5555 ...Abandon Septic Tank ❑ ...Ctub Gut ❑ ...Pavement Cut ❑ ...Looped Fire Line ❑... Highline ❑... Right-of way Use - Profit for less than 72 hours 0... Right-of-way Use— Potential Disturbance ❑... Work in Flood Zone 0... Storm Drainage Pale 3 A:1r"4 - . ❑ ...Deduct Water Meter Size Day Telephone; Day Telephone; ❑...Renton an p ❑ ...Traffic Impact Analysis ❑ ...Grease Interceptor ❑ ...Channelization 0 ...Trench Excavation ❑ ...Utility Undergrounding um.ing and trash • ,f■ t. •!, • " • ua. :,'2H : :Itoty^ 2. f 'G - "g .';eP2'. w�i `. Furnacec100K BTU 7 pa- .y,�� ` Y "�.: • 9 Q t '. • k . ' �' �.T. t� : ie% �.1...����� :1� /era �i : Air Han Unit >10,000 CFM �I • O T' .: 4 ' .. : . , .a1 >• , / y �l l.� ir.Y�. Fire Damper • ■ . . r .. : . I _, �.! �..o.'I.1.w.: .�. Wi t' � \.V 0-3 HP /100,000 BTU ..� ��•rj /3� Fumace>IOOK BTU .. EvapomtorCookr : . Ditfiuer . . 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Thermostat . i . 15 -30 HP/ 1,000,000 BTU Suspended/Wall/Floor Mounted Hater - . Ventilation System , . Wood/Gas Stove :; 30-50 HP /1,750,000 BTU • t • •rr u ir. Hood . Water Heater - : S0+ HP /1,750;OQ0: ; HatlR,efrlg/Ccoling ' S Incinerator - Doamesdc Emergency Generator ; Air Handling Unit <10000CFM Incinerator — Command Other Mechanical :. t. eat ' .... ..., MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: city sta. Contact Person; . Day Telephone: E-Mail Address Fax Number: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): lbw Residential: New .....D Replacement ..... ❑ Commercial: New .....❑ Replacement ❑ Ems: Electric ❑ Gas ❑ Other: Indicate type of mechanical work being installed and the quantity below: Zp 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 ** Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review— Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by theapp licantforaperiodnotexceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING' OWNER OR : UTHO D A Signature: - Michael Lancaster, S Print Name: Mailing Address. Date Application Accepted: '1 ( 74004 ) Date Application Expires: Paso 4 Date: % 3- Day Telephone. a Staff Initials: ,_c ACCOUNT ITEM LIST: Description 1 doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT z Parcel No.: 2223049001 Permit Number: D04 -447 _1 0 Address: 15820 TUKWILA INTERNATIONAL BL TUKW Status: APPROVED v O No Suite No: Applied Date: 12/16/2004 CO w Applicant: CENDANT CAR RENTAL GROUP, INC Issue Date: _i H WOO. Receipt No.: R06 -00203 Payment Amount: 4,901.87 J tl Q Initials: )EM Payment Date: 02/13/2006 11:03 AM = W User ID: 1165 Balance: $0.00 1._ _ R ZI.- ' I-0 z f LU al J Q Payee: CHINN CONSTRUCTION, LLC v O—; W W. = U TRANSACTION LIST: Type Method Description Amount u. O Payment Check 110133 4,901.87 W Z, U N. 0 z . BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 Account Code Current Pmts 4,897.37 4.50 Total: 4,901.87 2426 02/14 9710 TOTAL 4901.87 Printed: 02 -13 -2006 Parcel No.: Address: Suite No: Applicant: Receipt No.: R04-01692 SKS 1165 Initials: User ID: Payee: City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 2223049001 15820 TUKWILA INTERNATIONAL BL TUKW CENDANT CAR RENTAL GROUP, INC CHINN CONSTRUCTION, LLC • TRANSACTION LIST: Type Method Description Payment Check 107747 ACCOUNT ITEM LIST: Description doc: Receipt PLAN CHECK - NONRES 000/345.830 RECEIPT Account Code Permit Number: Status: Applied Date: Issue Date: Payment Amount: Payment Date: Balance: Amount 3,183.29 Current Pmts 3,183.29 Total: 3,183.29 D04-447 PENDING 12/16/2004 3,183.29 12/16/2004 02:02 PM $4,901.87 Printed: 12-16-2004 • • , • 14: Project: F,tlq, �'� / /,),0,a4 I Type of Inspection: F /iv ) - 3 >/ i /e/ Date Called: . Address: ,.. -(°C) ! ,2 ! j 5 ,L _ Special Instructions: Date Wanted: /- -,2 �.� m. Vim Requester: Phone No: Receipt No.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. `CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Date: COMMENTS: a Z., 70) IC;) El $58.00 REINSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection, O Corrections required prior to approval. 65 COMMENTS: p jt i (2:9 I5/1f , E5 7 4-4/ 4 0 5 _ ,q Special Instructions: `'� ,p/?....,,, ,� .. e!rs? .1-rc- s l� 7.� 7G " -- eerc? ?i /G-/ Phone No: �__ acs - 923 61-5 J P ect: ,),, T ype of Inspection: jt i A ddr s • f 5 4.E , 7 „(. Z /- Date Called: Special Instructions: `'� Date Wanted: ?j -/ Q v a.m. P. . Requester: Phone No: �__ acs - 923 61-5 • INSPECT I '. N NO. CITY 0 TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Insp Receipt No.: INSPECTION RECORD Retain a copy with permit Date: T NO P (206)431 -367 Approved per applicable codes. Corrections required prior to approval. Date $ .00 REINSPECTIO FEE REQUIRED rior to inspection, fee must be aid at 6300 Southcent r Blvd., Suite100. Call to sechedule reinspection. COMMENTS: 7 - — 7 ./V Az 'Ai 4-- — 4.42gev,"/P-4 n1 *7) 5 ,ew,,-,/ verfe./p — 4 2, ,--, (7 4 / 1--ti. - p .....p.„ , / 4 / / . .-5 --- . / /: 7 /7 -951W4• _ 4 /2-fv_e Date Wanted: WO 7' ( 5 P. 4.4 / 4,1/0 .0 e r-rd /2(..itiot 1 I ,bkal -t 0 G. 5 ?..c. /,:: / . (745€1)4 7i5 4 6 oilier/ Cy- c,i P4ec er t , : 40( .7 ,9„ / 7 Type of13.p_ec ...._ Address: 76 —c7)//4 e/e Date Called: Special Instructions: Date Wanted: a.m. r ...:_ Requester: Phone No: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. nspe r: 1.444•••s> 2, 5,1 58.00 REINSPECTIO FEE REQUIR . Prior to inspection, feepust be paid at 6300 Southce ter Blvd., Sui t e 100. Call to sechedule reinspection. Receipt No.: Date: - Date: PER 20.)431-367 COMMENTS: I) % C./ A O — Se C A fe4 )/ Arry f P. I/ 7 i n/ , o /t ` 5, )v' S/1 i iF / ' (j ,) "( / /© rU 0 Date Called: , .... --- Special Instructions: Date Wanted: a.m. Requester: ' , -.—_,,,,, Project: C / /.a Air 7 ((/9 /R Type of Inspection: / ...S� -e//) / - "iSa)tb9, Address: / 5 . 6 .2 c /3 Date Called: , .... --- Special Instructions: Date Wanted: a.m. Requester: ' Phone No: REQUIRED. Prior o inspection, fee must be lvd., Suite 100. all to sechedule reinspection. l i,+: Z; fsNn�Fvt;+ i.« v'. "i' ^.- :, .ti5:� ?.r' ._..INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 49 9-;'4 El Approved per applicable codes. Corrections required prior to approval. 58.00 REINSPECTION F paid at 6300 Southcenter celpt No.: Date: Project: re " Type of Inspection: �7 5-1-.- ,. Address: 5 7,� Date Called: Special Instructions: /Z7) f� q -. 1'r Date Wanted: a.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Date: 0 Approved per applicable codes. D Corrections required prior to approval. COMMENTS: "\1r ( \A — 2 lh[44 LA) r)T i l —L- 1 LIA., /(01.-.11".42:1-e_ Inspector: l Date JJ $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Project: A--. I : A-, �4ti Type of Inspection: p / iyj / Address: Is37 T Date Called: Special Instructions: ) Date Wanted: %1 "' C � j Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. (206)431 -36 Corrections equired prior to approval. COMMENTS: 74 f 0 (; 4 .4, -•1 Gramme /1 Se " ( S " 4 $58.00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. Receipt No.: Date: Project: Ce d o Yl7L Q TA gL4 ; ki; T Ty of Insyection: f rE-- � — r ,�,,1 / \J F!- . ri rvi _n Address: Suite # :) s'p © 1 r& Contact Person: (,v j9- Special Instructions: Phone No.: Permits: Needs Shift Inspection: Arid 4 (�i ' r, f Sprinklers: /ve2fri -c_ Fire Alarm: elt • = .4E,r ,0— (=4 ( Hood & Duct: Monitor: (,v j9- A f CI i ill Pre -Fire: Permits: Occupancy Type: INSPECTION NUMBER 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 [ per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 0(99- 0--/7 PERMIT NUMBERS Corrections required prior to approval. COMMENTS: r 001 / 4spector: e<c/O $80.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be at 444 Andover Park East. Call to schedule reinspection. eceipt No.: Date: .S1/Z /d Hrs.: f , Date: Word /Inspection Record Form.Doc 12/2/05 T.F.D. Form F.P. 85 • June 1 2006 Cert No. 0605 -50 City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Reference: Dear Mr. Larson: CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION 12919 N.E. 126TH PLACE KIRKLAND, WASHINGTON 98034 Dave Larson Cendant Car Rental 15820 International Boulevard Permit No. ,D -44:7 KIRKLAND: (425) 823 -9800 SEATTLE: (206) 525 -6700 FAX: (425) 823 -2203 EVERETT: (425) 259 -0817 RECEIVED 'WUL''1 9 2006 COMMUNITY DEVELOPMENT This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities. 1. Visual structural steel inspection of CJP splices of TS columns for columns 2. Certified inspection report dated 05 -19 -06 no ultra sonic inspection was required, copy enclosed All work as inspected and reported conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, UBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last report is dated 05 -19 -06 and is number 123865, (copy enclosed). Respectfully, CASCADE TESTING LABORATORY, INC. Michele J. Guerrini Vice President Enclosures: Report Nos. 123865 (Cascade Testing), 26903 (Certified Inspection) 4[ : .....,,.....��.. ,.:H::.•. . a. e.tS,AiF:��.w,�:uw•z::,:..s:ilaL ;<....._4,.S;::,.. :a.::.+:.s...:..li,;i�... s.:.:. 13 June 2006 City of Tukwila Building Department 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 -2544 Project: Cendant Car Rental QTA Building Address: 15820 Tukwila International Blvd 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. Reinforcing steel including cast -in -place anchor bolts 2. Reinforced concrete 3. Reinforced masonry - periodic 4. Epoxy - grouted anchor bolts 5. Structural steel erection (welds, bolts) Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Jeanne L. Parvrn cc & fax c: Chinn Construction, LLC fax c: City of Tukwila, Attn: James Dunaway 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 Permit Numbers: D05 -456 .1D04 -447 Job Number: 06 -105 RECEIVED IJUN 16 2006 COMMUNITY DEVELOPMENT OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 40582 Description: Structural Steel Erection Does Conform CONSTRUCTION INSPECTION REPORT Project: Cendant Car Rental QTA Building Permit Number: 004 -447 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 06 -105 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: Engineer R ��E ► veto ���N 1 8486_ D co" Oplo T Inspector and Date Remarks Mike Clarke On site for welding and bolting inspection at roof framing. 5/22/2006 Bolting requirement is snug tight, bolting verified as snug tight condition. Welding on roof framing is per AWS D1.1 -2004 section 6 visual criteria. Note; the bolting at 3 line has not been accomplished. Welds are in place at beam to brace connections at 3 line only. This is acceptable as an alternate to bolting per David E Peyton PE of Peyton — Tomita & Associates stamped revision dated 6 -1 -2006, reference drawing CS -1A, and CS- 2A detail #2. All other welding at roof framing and 3 line conforms to AWS D1.1 -2004. alerC ":n, 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 06/13/2006 14:39 13 June 2006 2067232221 City of Tukwila Building Department 6300 5outhcenter Blvd, Suite 100 Tukwila, Washington 98188 -2544 Project: Cendant Car Rental QTA Building Address: 15820 Tukwila International Blvd We herewith certify that we have completed the following special inspections. specifications h est of t e the work inspected was in conformance with the approved plans and workmanship provision of the building code. All typewritten reports have been mailed to your office or are enclosed. details of reports a ppear o be complete. This report should not be considered as a warranty for conditions and/or Items inspected are: 1. Reinforcing steel including cast -in -place anchor bolts 2. Reinforced concrete 3. Reinforced masonry - periodic 4. Epoxy- grouted anchor bolts 5. Structural steel erection (welds, bolts) Sincerely, OTTO ROSENAU d ASSOCIATES, INC. vatate ',/0-tot Jeanne L. Pars/ cc & fax c: Chinn Construction, LLC fax c: City of Tukwila, Attn: James Dunaway OTTO ROSENAU & ASSOC OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 6747 M. L. King Way South, Seattle, Washington 98118 -3218 USA Tel: (206) 725 -4600 • Toll Free: (888) OTTO -4 -US • Fax: (206) 723 -2221 WBE W2F5913884 • WABO Registered Agency • Webaite: www.ottorosen8u,com Permit Nuntbe,rs ::: -456 !; D04 =4'47 Job Number: 06 -105 PAGE 02 OTTO ROSENAU & ASSOCIATES, INC. Geotechnicai Engineering, Construction Inspection & Materials Testing Job Number: 06 -105 Project: Cendant Car Rental QTA Building Address: 15820 Tukwila International Blvd, Tukwila Date: 4/21/2006 Description /Location: Fiber mesh roof of garage area with wire mesh and dowels. Rebar as per approved plans. Resteel verified: Yes Resteel grade: 60 Placement' Data Supplier: Stoneway Mix Number: 4853 Slump Spec: 5" WIC Ratio Spec: .48 Air Spec: 4% t 1% Total Yards: 31 Placed Via: Pump Consolidated: Yes (vibration) Required Strength (psi): 3000 Sampling nd Testing Data Cast Samples: Other Test Methods / Standards Used: Specimen Test Field Age Number Date Cure (Days) 1 4/28/06 2 5/19/06 3 5/19/06 4* *Discarded Tested in general accordance to: Copies to: Owner Architect Engineer 1 -4 ade.: ::::: Yar 9:05 7 28 28 ASTM C39 X Client/Contractor X Building Dept. X Batch Plant CONCRETE REPORT Report Number: Manufacturer: Nucor Design E: Actual 0 Batch Weights /Cubic'Yard Cement (Ibs. /type): Fine Agg. (Ibs): Coarse Agg. (Ibs /size): Coarse Agg. (Ibs /size): Coarse Agg. (Ibs /size): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): ' CubiC 20 ater :. e 24ga1 Client: Address: Inspector: um p:': 39605 450# 1270# 1899# 3 /4' Chinn Construction, LLC PO Box 2137, Redmond Ross Bogle. 80# 240# 21 oz. WRDA DARAVAIR 4 oz C COMPRESSIVE TEST RESULTS 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 Technical Responsibility: 3.8 • Weather: Overcast Rain Slump Range: 4" — 5" Date Samples Picked Up: 4/24/2006 Initial Curing Method: Excluding ASTM C31 - 12.1.5 .... .. Permit Number: emp;: Ambient Truck.' : Ticket ••„ .Tempa:.No;;: No..::... 423 645202 Receveb `JUN Y 2 2 006 oavE" LoP 'rr IICE D04 -447 Air % Range: Initial Curing Temp: Excluding ASTM C31 - 10.1.2 REINFORCING / PLACEMENT: Conforms X Does Not Conform Size Area Max Load Strength Type of Fracture (In.), (Sq.In.) Weight (Lbs.) (psi) (other than cone) 6x12 28.24 28.03# 100,470 3560 6x12 28.27 28.32# 124,420 4400 6x12 28.27 28.12# 123,410 4370 x ASTM C109 ASTM C617 ASTM C1231 x , • oject 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 04/04) MD CASCADE TESTING LABORATORY, INC. TESTING & INBPECTIDN 12019 N.E. 128TH PLACE KIRKLAND: (425) a2348bo SEATTLE: (200) 5254700 KIRKLAND, WASHINGTON 98034 FAX: (428) I23 -aao3 EVERETT: (426) 259 .rune ) ", 2006 Cert No. 0605 -50 City of Tukwila Building Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Attention: Dave Larson Reference: Cendant Car Rental 15820 International Boulevard Permit No. D04.447 Dear Mr. Larson: CRSCRDE TESTING 425- 823 -2203 This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities. 1. Visual structural steel inspection of op splices of TS columns for columns 2. Certified inspection report dated 05 -19 -06 no ultra sonic inspection was required, copy enclosed All work as inspected and repotted conformed to Tukwila Building and Land Development approved plans, specifications, Director's Rules, UBC and related codes and/or verbal or written instructions from the Engineer of Record. Our last report is dated 05 -19 -06 and is number 123865, (copy enclosed). Respectfully, C ASCADE TESTING LABORATORY, INC, Michele .1. Guerrini Vice President Enclosures: Report Nos. 123865 (Cascade Testing), 26903 (Certified Inspection) Enclosures: Field Report Nos. 116172, 116195,116212 p. 2 • OTTO ROSENAU 8 ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Date: Description /Location: Slab on grade for fuel island on east side of building. Rebar as per approved plans. Resteel verified: Place Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Required Strength (psi): 3000 Sampling 00n9 Data; AS TM C`.1r72, C 31 Cast Samples: 1 -4 Weather: Partly cloudy Slump Range: Date Samples Picked Up: 4/19/2006 Initial Curing Method: Excluding ASTM C31 - 12.1.5 *.,,Comment Other Test Methods / Standards Used: Specimen Test Number Date 1 4/25/06 2 5/16/06 3 5/16/06 4* *Discarded Tested in general accordance to: Copies to: Owner Architect Engineer Cendant Car Rental QTA Building 15820 Tukwila International Blvd, Tukwila 4/18/2006 Yes Reste ment Stoneway 4853 5 "t1" 0.53 4 %±1% 120 Chute Yes (vibration) 06 -105 Report Number: Field Cure X Client/Contractor X Building Dept. X Batch Plant el grade: 60 Manufacturer: Cascade, Nucor DesignE Actual 0 Batch Weights/Cubic.Yard Cement (Ibs. /type): 450# Fine Agg. (lbs): 1256# Coarse Agg. (lbs/size): 1941# %" Coarse Agg. (Ibs /size): Coarse Agg. (Ibs /size): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): CONCRETE REPORT Client: Address: Inspector: 25 gal. COMPRESSIVE TEST RESULTS Age Size Area Max Load Strength Type of Fracture (Days) (In.) (Sq.ln.) Weight (Lbs.) foil (other than cone) 7 6x12 28.11 28.23# 83,820 2980 28 6x12 28.27 28.40# 109,600 3880 28 6x12 28.27 28.39# 122,160 4320 ASTM C39 x ASTM C109 39599 Chinn Construction, LLC PO Box 2137, Redmond Ross Bogle. 80# 240# 4 oz. AEA, 21 oz. WRDA, 69 oz. Daraset 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 Technical Responsibility: Air % Range: Initial Curing Temp: • RECE MAY 25 2006 ne rti N Permit Number: D04 -447 ASTM C617 ASTM C1231 x i te roject Manager 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 04/04) JV ater`' 'Slum . �.Air'o, ...::Conc;Temp , Ar»bie>tt :Truck:':::: ":`.;Tic et•: add .: `< C143. •C:231 . C 1 064:;:.::::;`. : : ;.'Ne:'�:`,. 6" 4.5% 54 °F 49 °F 335 643322 Excluding ASTM C31 - 10.1.2 REINFORCING / PLACEMENT: Conforms X Does Not Conform 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. ,, .- CASCADE TESTING 12919 N.E. KIRKLAND, TESTING LABORATORY, INC. & INSPECTION 126TH PLACE WASHINGTON 98034 (425) 823 - 9800 (425) 259 - 0817 REPORT n /� * - 1 J j /i/ Z -`_'' PREVIOUS REPORT No. No. .•. C— '- 4A `-.J ,' DATE •----- �� CERtNO. _ -- � �� J� TO EVERETT FIELD f !' . �( (L (4 (1 r:DcT -� LOCATION LOCATION li c n '�f tl� , ,•F � f � 1 ��% �=t��. 1 1? 11 7 L f //' ( L � );:c BLDG. PERMIT NO. t)(.54+ - 4 7 OWNER L; -LL GU C-) 9 C y „i c WEATHER TEMP. AT AM AT PM U ENGINEER r�~ ATTN• ARCHITECT CONT OR r ( INSPECTION PERFORMED _ RESTEEUCONCRETE R STEEL ONLY STR.ST/WELDING (3) ITEMS INSPECTED FOOTINGS _ AUGER CAST PILES — DRILLED PIERS — FOUNDATIONS SLAB RESTEEUMASONRY _ _ COLUMNS — WALLS BEAMS OTHER STR.ST /BOLTING — — — (4) (AREAS) ©- \_ c l a\ 5 C s.'? \1 C ` ��/y'�. ll"'� Q. .+ ./ i (5) CONCRETE/MASONRY SUPPLIER MIX NO DESIGN STRENGTH (Pc) TOTAL CU. YD. PLACED SLUMP (INCHES) AIR CONTENT ( SPECIMENS CAST %) SEE CYLINDER REPORT NO YES NO ITEMS INSPECTED WERE IN CONFORMANCE WITH BLDG. DEPT. APPROVED PLANS REMARKS' `d 1 \M e(\cc& COPIES TO: . lv.,(. r .w.::t),��..u....::�.:u:l.. La L.ii.«u`�:3.w..i.N{.Jlay.y 4'n11vN.•Y+ ... • rte. .0O3- c,s,...,, c_ c) „),)\x., ,,,,- r c�J e�. ;„, a d C", tsr\C- \ S\.` 1 L CL C (.A0,,,, co 0,,,.,•)),,,,. Ko._..)c °D ' ____, .■,‘ c„...\& \ r a—X. - TEST RESULTS APPLY ONLY TO THE ITEMS HEREIN TESTED. THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITH- OUT THE WRITTEN APPROVAL OF CASCADE TESTING LABORATORY, INC. REVISED 7/05 INSPECTOR(S), NAME(S) PRINTED INSPECTOR SIGNATURE SIGNED BY 1: •f • Certified Inspection Services, Inc. 1069 S.W. 328th Court, Federal Way, WA 98023 Phone (253) 927 -0626 Fax (253) 661 -2984 Ultrasonic Inspection Report Customer: Cascade Testing Laboratories Project: Cendant Car Rental Specification: AWS DI.1 -2004 Job Description: Ultrasonic inspection of: Moment connection. Remarks: Work was performed at 15820 International Blvd., Tukwila. Inspection Results: No ultrasonic inspection was required. Ultrasonic Equipment Instrument: Mfg.: Krautkramer Branson Model: USN 58L Transducers: Mfg.: KB Aerotech Frequency: 2.25 MHz Dimensions: .75" x .75" Angle: 70 deg. Dimensions: 1" dia. Angle: Straight Beam Approved By: Date: 5/ 19/06 Job No.: 0605 -50 Report No.: 26903 Class: Serial No.: 00Y9WM Inspected By: Cary Kappel evel: I1 July 14, 2006 City of Tukwila Attn: Allen Johannesen, Building Inspector Subject: Recommendation to Approve "Bird Block" Connections, Vijay Prasher Residential Permit No. D06 -100, 14202 53rd Avenue S., Tukwila, WA Dear Sir: On this date and at the request of the owner, Mr. Prasher, the above site was visited. The building is at present in a fully framed condition. The question evaluated was the nailing of the roof sheathing to the top of the "bird blocks" placed between the trusses at the exterior wall line. The angle of the blocks outward to match the angle of the truss top chords did in this case not allow edge nailing of the main sheathing in the roof area. Only the 18 inch roof overhang strip of finish plywood was nailed into the top of the blocks. Current code specifies that main roof sheathing should be nailed to the tops of the blocks. In this case, looking at the overall structure including the connection of the roof sheathing to the trusses and the fastening of the trusses to the walls with hurricane clips, it was concluded that the structure did not lose any identifiable strength by the change in sheathing connection. In general, the benefit of the required nailing by the new code is felt by this office to not provide measurable or identifiable benefit to the overall strength of a structure. The additional connection would only become useful for very small conventionally framed structures, most of which would be considered "over built" anyway. Questions relating to this matter may be directed to this office. Bruce S. MacVeigh, P.E. Civil Engineer Ge Bruce S. MacVeigh, P.E. Civil Engineer /Small Site Geotechnical 14245 59 Ave. S. Tukwila, WA 98168 Office: (206) 242 -7665 Fax: Same s: 4/24/ 0 2 1 6 9 CD 90 prasher08 /0603 clry OF UCLA JO 1 9 2006 irc re LLI 6 -J U U O N U) N u_ w 0 u_ a CO = W F - z t E- o Z 1-- w 2 o U O • 1- w W- H o w z U = O ~ z OTTO ROSENAU &ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Date: 06 -105 Cendant Car Rental QTA Building 15820 Tukwila International Blvd, Tukwila 4/11/2006 Inspector: Jerry Graham Description /Location: Slab and grade and thickened footings at K -H/3 -4 and C- B/3-4. * Resteel and wire mesh was properly installed in accordance with approved plans. Resteel verified: Yes* Placement Data Supplier: Stoneway Mix Number: 4853 Slump Spec: 4" W/C Ratio Spec: Air Spec: Total Yards: 20 Placed Via: Consolidated: Yes (mech Required Strength (psi): 3 Copies to: Owner Architect Engineer Resteel grade: Report Number: 64120 Permit Number: Manufacturer: Design'.®: Actual El Batch Weights /Cubic Yard Cement (lbs. /type): Design = 450# I -11 Actual = 448# I -11 Fine Agg. (lbs): Design = 1244# Actual = 1235# Coarse Agg. (Ibs /size): Design = 1923# %" Actual = 1920 #' /," anically) 000 X Client/Contractor X Building Dept. X Batch Plant CONCRETE REPORT Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Client: Chinn Construction, LLC Address: PO Box 2137, Redmond COMPRESSIVE TEST RESULTS Design = 80# Design = 240# Design = 21.2 oz. WRDA -64 Design = 68.9 oz. Daraset Design = 4.5 oz. AEA Ai'r %' } ; `ConcsTem p: .. 2 31 C .1064 58 °F Weather: Slump Range: Date Samples Picked Up: 4/12/2006 Initial Curing Method: Excluding ASTM C31 - 12.1.5 Concrete was properly placed. Water was added by Quality Control and was within specified excluding slump, which is out of spec. Other Test Methods / Standards Used: Specimen Test Field Age Size Area Max Load Number Date Cure (Days) (In.) (Sq.in.) Weight (Lbs.) 1 4/18/06 7 6x12 28.18 28.25# 73,140 2 5/9/06 28 6x12 28.21 28.24# 109,170 3 5/9/06 28 6x12 28.21 28.30# 105,310 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° ± 3° F Technical Responsibility RECErVED MAY 1 8 2006 C OMMUNITY DEVELOPMENT D04 -447 Actual = 80# Actual = 214# Actual = 21.3 oz. WRDA -64 Actual = 35 oz. Daraset Actual = 4.5 oz. AEA Ambient ? Truck : Ticket Temp No. No. 409 640775 Air % Range: Initial Curing Temp: allowable. Plant: Houser. *Conforms, ASTM C1231 x Hansen, Project Manager 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 04/04) Excluding ASTM C31 - 10.1.2 REINFORCING / PLACEMENT: Conforms X* Does Not Conform Strength Type of Fracture (psi) (other than cone) 2600 3870 3730 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. { OTTO ROSENAU &ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -105 Report Number: Project: Cendant Car Rental QTA Building Client: Address: 15820 Tukwila International Blvd, Tukwila Address: Date: 4/26/2006 Inspector: Description /Location: Complete interior slabs. Resteel used at edges with WWF in field. Resteel verified: Yes Resteel :. Placeriieht'Data • •- Supplier: Stoneway Mix Number: 4853 Slump Spec: 5±1 W/C Ratio Spec: Air Spec: Total Yards: 47 Placed Via: Pump Consolidated: Yes (vibration) Required Strength (psi): 2500 a :Tame Cubic... -Water SIump S;ar iplIntpand iTOStirig Da Cast Samples: Weather: Overcast 1 -4 10:30 30 Other Test Methods / Standards Used: Specimen Number 1 Copies to: Owner Architect Engineer Test Field Date Cure 5/3/06 grade: X Client/Contractor X Building Dept. X Batch Plant CONCRETE REPORT Cement (lbs. /type): 450# Fine Agg. (Ibs): 1244# Coarse Agg. (lbs/size): 1923 #'4" Coarse Agg. (Ibs /size): Coarse Agg. (lbs/size): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): 35ga1 5" COMPRESSIVE TEST RESULTS 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° ± 3° F Technical Responsibility: 39490 Permit Number: Chinn Construction, LLC PO Box 2137, Redmond Micah Ruoff 80# 240# 21.2 oz. WRDA DARAVAIR 4.5 oz Concem C 231;:; ::::...;.C;1d64a; 70 Age Size Area Max Load (Days) (In.) (Sci.In. ) Weight (Lbs.) 7 6x12 28.04 28.72# 99,230 RECEIVED MAY 11 2D0& rITv AK TI IIeuvit FINANCE DEPT. 60 Manufacturer: Nucor Design Actual Batch.Weights /Cubic: Yard 51° Gr' uck: Ticket 365 647128 Slump Range: - Air % Range: - Date Samples Picked Up: 4/27/2006 Initial Curing Method: Excluding ASTM C31 - 12.1.5 Initial Curing Temp: Excluding ASTM C31 - 10.1.2 "_Comt REINFORCING I PLACEMENT: Conforms X Does Not Conform Strength Type of Fracture si (other than cone) 3540 ASTM C1231 x alt; C. ansen, Project Manager 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 04/04) D04 -447 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. OTTO ROSENAU &ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Date: Cendant Car Rental QTA Building 15820 Tukwila International Blvd, Tukwila 4/21/2006 Description /Location: Fiber mesh roof of garage area with wire mesh and dowels. Rebar as per approved plans. Resteel verified: Yes Resteel Placement Data Supplier: Stoneway Mix Number: 4853 Slump Spec: 5" W/C Ratio Spec: .48 Air Spec: 4%±1% Total Yards: 31 Placed Via: Pump Consolidated: Yes (vibration) Required Strength (psi): 3000 Sampling and Testing Data ASTM C 172, C 31 Cast Samples: 1-4 Specimen Number 1 Copies to: Owner Architect Engineer 06 -105 Report Number: 39605 Test Field Date Cure 4/28/06 Time Made 9:05 grade: CONCRETE REPORT Client: Address: Inspector: 60 Manufacturer: Nucor Design ® Actual ❑ Batch Weights /Cubic Yard Cement (lbs. /type): 450# Fine Agg. (lbs): 1270# Coarse Agg. (lbs/size): 1899#'/," Coarse Agg. (lbs/size): Coarse Agg. (Ibs /size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Cubic Water Yards Added 20 24ga1 80# 240# 21 oz. WRDA DARAVAIR 4 oz Slump Air % Conc. Temp C143 C 231 C 1064 5" 3.8 Weather: Overcast Rain Slump Range: 4" — 5" Date Samples Picked Up: 4/24/2006 Initial Curing Method: Excluding ASTM C31 - 12.1.5 Comments Other Test Methods / Standards Used: X Client/Contractor X Building Dept. X Batch Plant REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Age Size Area Max Load Strength Type of Fracture (Days) (In.) (Sq.ln.) Weight (Lbs.) foil (other than cone) 7 6x12 28.24 28.03# 100,470 3560 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° ± 3° F Technical Responsibility: Chinn Construction, LLC PO Box 2137, Redmond Ross Bogle. Permit Number: Ambient Temp Air % Range: Initial Curing Temp: ASTM C1231 x D04 -447 Truck Ticket No. No. 423 645202 Excluding ASTM C31 - 10.1.2 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 . v?' u, B: J: w::u LliYa4 '.s::aui.i.JZ::�+titui "iiwb:,:m;.3:.I : r`2:duU:vfi.4.L4fiyG OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -105 Report Number: 39 Permit . .... ......... Project: Cendant Car Rental QTA Building Client: Chinn Construction, LLC Address: 15820 Tukwila International Blvd, Tukwila Address: PO Box 2137, Redmond Date: 4/18/2006 Inspector: Ross Bogle. Description /Location: Slab on grade for fuel island on east side of building. Rebar as per approved plans. Resteel verified: :Place Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Required Strength Cast Samples: Specimen Number 1 (psi): 3000 Li ,S mplh nd Test a `Da Yes Reste mentData Stoneway 4853 5 "t1" 0.53 4 %±1% 120 Chute Yes (vibration) Copies to: Owner Architect Engineer 1 -4 Other Test Methods / Standards Used: Test Field Date Cure 4/25/06 el grade: X Client/Contractor X Building Dept. X Batch Plant 60 Weather: Partly cloudy Slump Range: CONCRETE REPORT Manufacturer: Cascade, Nucor Design` ® Actual'0 Batch `Weights %Cubic Yard Cement (lbs. /type): 450# Fine Agg. (lbs): 1256# Coarse Agg. (lbs/size): 1941# %" Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): " _ 6 " Air % Range: Date Samples Picked Up: 4/19/2006 Initial Curing Method: Excluding ASTM C31 -12.1.5 Initial Curing Temp: Excluding ASTM C31 - 10.1.2 ......... . REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS 80# 240# 4 oz. AEA, 21 oz. WRDA, 69 oz. Daraset Age Size Area Max Load Strength Type of Fracture Da s (In.) (Sa.ln.) Weight (Lbs.) ipsa (other than cone) 7 6x12 28.11 28.23# 83,820 2980 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° ± 3° F Technical Responsibility: RE'rho U M,;y 04 2 086 cO4 MUN! u 101) 71 D04 -447 ASTM C1231 x l a er Cria ,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 Foram No.: ADM /N -62 -02 (Rev 04/04) cket 335 643322 • Ilk OTTO ROSENAU &ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Report Number: 36869 Description: Epoxy Grouted Anchor Bolts Does Conform CONSTRUCTION INSPECTION REPORT Copies to: X Client Contractor Architect X Building Dept. Technical Responsibility: Engineer Project: Cendant Car Rental QTA Building Permit Number: D04 -447 Address: 15820 Tukwila International Blvd, Tukwila Job Number: 06 -105 Client: Chinn Construction LLC Client Address: PO Box 2137, Redmond Inspector and Date Remarks Tom Maddock Monitored installation of (22) total' /," diameter x 10" long threaded rod epoxied anchor bolts into 4/4/2006 existing concrete top of slab on grade for 11 -C6 tank base channels at tank at west of line 1. Crew drilled to 7" embedment depth and cleaned holes with shop vac. Epoxy was injected into holes and 3 /" diameter anchor bolts were inserted into epoxy filled holes. These installations were in accordance with detail 1 on FS-6. Epoxy used was Hilti Hit Hy 150, expiration date 11/2006. alt -rC 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 -63 -01 (Rev 05/03) .. >d.�..o..:,.J..:.. —Lc .4..i:,r.ti�r. ., OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing MASONRY REPORT Job Number: 06 -105 Report Number: 17027 Project: Cendant Car Rental QTA Building Address: 15820 Tukwila International Blvd, Tukwila Date: 3/13/2006 Type of Inspection: Periodic El Resteel Verified: Resteel Grade: Mix No./Type: Grout Temp: Grout Ingredients: Mix No./Type: Mortar temp: Date Constructed: Date Grouted: Weather & Mean Daily Temp: High clouds, 50 °F Date Samples Picked Up: N/A No samples cast. Total grout placed = 12 cubic yards. Other Test Methods / Standards Used: Yes 60 7034 66 °F Sample. Description Masonry Prisms — Grouted: • ______Masonry_P_risms.— Ungrouted: Masonry Units /Blocks Grout: Mortar: Specimen Test Age Size No./Type Date (Days) (In.) Avg. Compressive Strength of Grout Specimens (psi): Copies to: Owner Architect Engineer Client: Address: Inspector: Description; / Location Continuous 0 1st lift above finished floor level, solid - grouted QTA area CMU walls. Date: 3/13/2006 Positioners in Place: Yes Manufacturer: Nucor and Cascade Mills Groutinformation ';(ASTM:C1019) >(excloding paragraph 1?. 1.5) Grout Supplier: Stoneway Grout Preparer: Grout Slump: 8" Method of Consolidation: 658# Type I /11 cement, 2028# sand, 890# 3/8" agg., 350# water Mortar: Information:(ASTM.C270 / ASTM C780) S Mortar Supplier: Design Mix Mortar Preparer: Allied Masonry Mortar ingredients: Premix plus water to consistency Prism Information (ASTM C :140/ ASTM C 1314). (excluding paragraph 5:11) Constructed By (mason): Block /Unit Supplier: Number of '. Sample 'Samples Size x Client/Contractor x Building Dept. REINFORCING / PLACEMENT: Conforms GROUT AND MORTAR COMPRESSION TEST RESULTS Area (Sq.ln.) Protection Methods: Max Load Strength Weight (Ib.) (psi) Technical Responsibility: Permit Number: Chinn Construction, LLC PO Box 2137, Redmond, WA 98073 Denny Newman Block/Unit Type: Specified Ambient Strength '(psi) Temp D04 -447 Allied Masonry Mechanical vibrator Truck Ticket No. No. X Does Not Conform Tested in general accordance with ASTM C 39 ASTM C 109 ASTM C 1019 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 .L .....ei ... ....... ........ .. ...... i.. la.: c+::; i.'.' d+,_ µ...';.. r.:», v: s. d. 1�d +:.:�i'Xly.• {l:c. +. wlb'.C.UbW:ik5w..3��.;. tu«ic 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.: ADM1N -72 -03 (Rev 12/04) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Project: Cendant Car Rental QTA Building Address: 15820 Tukwila International Blvd, Tukwila Date: 4/04/2006 Resteel Verified: Resteel Grade: Mix No./Type: Grout Temp: Grout Ingredients: Mix No./Type: N/A Mortar temp: Date Constructed: Date Grouted: • N/A Sample Description -- Masonry Prisms Grouted: Masonry Prisms — Ungrouted: Masonry Units /Blocks Grout: Mortar: Weather & Mean Daily Temp: Overcast, 52 °F Date Samples Picked Up: N/A No samples cast. MASONRY REPORT Job Number: 06 -105 Report Number: 17351 Client: Address: Inspector: Description / Location Constructed By (mason): Block/Unit Supplier: Number of Sample Samples Size Avg. Compressive Strength of Grout Specimens (psi): Copies to: Owner x Client/Contractor Architect x Building Dept. Technical Responsibility: Engineer Page 1 of it Permit Number: Chinn Construction, LLC PO Box 2137, Redmond, WA 98073 Tom Maddock Type of Inspection: Periodic ® Continuous ❑ 8" CMU walls at north and south end of tank screening at 1 4' lift and 8" CMU walls at approximately grid line L from C5.4 TO 6 and line 5.4 from H to L up to 4` course of 2 4' lift. Yes Date: 4/4/2006 Positioners in Place: No 60 Manufacturer: Nucor Grout Information (ASTM C1019) (excluding paragraph 12.1.5) Grout Supplier: Glacier Grout Preparer: 62° Grout Slump: 8" Method of Consolidation: 658# Type I -II cement, 2200# sand, 950# pea gravel, 300# H2O Mortar Information (ASTM C270 / ASTM C780) Mortar Supplier: Mortar Preparer: Mortar ingredients: Prism Information (ASTM C 140 / ASTM C 1314) (excluding paragraph 5.11) Glacier Vibration Block/Unit Type: Specified Ambient Truck Strength (psi) Temp No. Protection Methods: D04 -447 alt C T' se , roject Manager Ticket No. Comments Rebar placements were per CT Engineer's cantilever CMU wall and footings drawing dated 12/13/2005 and on S4. Approximately 4 cubic yards of grout were placed at this time. 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.) (Sq.ln.) Weight (lb.) foil accordance with ASTM C 39 ASTM C 109 ASTM C 1019 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. OTTO ROSENAU &ASSOCIATES, INC Report Number: 29178 Permit Number: . Project: Cendant Car Rental QTA Building Address: 15820 Tukwila International Blvd, Tukwila Date: 3/9/2006 Geotechnicai Engineering, Construction Inspection & Materials Testing Job Number: 06 -105 Client: Chinn Construction, LLC Address: PO Box 2137, Redmond Inspector: Isaac Ruoff Description /Location: Trash enclosure footing and center trench drain footing Resteel verified: Yes Placement'Data Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Required Strength ::..., ::.;ASTM C t. Cast Samples: Stoneway 4853 5" Maximum N/A 5 %±1% 11 Chute Yes (psi): 3000 :: *14ittg a d'ITOst ng -Dafa;;; Tim Cubic: a:;: Water ; Made Yards':::;:Ad 12:30 11 10 gal. 1 -4 Weather: Overcast and windy Slump Range: 4.5" Date Samples Picked Up: 3/10/2006 Initial Curing Method: Excluding ASTM C31 - 12.1.5 .::::: Comments Other Test Methods / Standards Used: Specimen Test Field Age Size Area Max Load Strength Number Date Cure (Days) (In.) fSq.in.) Weight (Lbs.) (psi) 1 3/16/06 7 6x12 28.27 27.71# 95,280 3370 2 4/6/06 28 6x12 28.26 27.72# 127,270 4500 3 4/6/06 28 6x12 28.26 27.79# 121,870 4310 4* *Discarded Tested in general accordance to: ASTM C39 Copies to: Owner Architect Engineer X Client/Contractor X Building Dept. X Batch Plant CONCRETE REPORT COMPRESSIVE TEST RESULTS 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° ± 3° F Technical Responsibility: Resteel grade: 60 Manufacturer: Cascade and Nucor Design �'. Actual;i] Batch Weights /Cubic Yard Cement (Ibs. /type): 450# Fine Agg. (Ibs): 1244# Coarse Agg. (Ibs /size): 1923# %" Coarse Agg. (lbslsize): Coarse Agg. (Ibs /size): Fly Ash (Ibs): Water (ibs or gal): Admixtures (specify): 80# 240# 4.5 oz. Daravair, 21.2 oz. WRDA -64, 68.9 oz. Daraset Truck: 4o 438 D04 -447 Ticket No. 626283 Air % Range: N/A Initial Curing Temp: Excluding ASTM C31 - 10.1.2 REINFORCING / PLACEMENT: Conforms X Does Not Conform ASTM C1231 x Walt= C. ansen, Protect Manager 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 04/04) Type of Fracture (other than cone) 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. <.:LV+;Y,I:i `•, cSi. L,: c :ilw:,tidci+.M"+�i,4.;w61'Mii.: ; `d�S:tl::,tr �ii��:t.w�: Reid iddleton December 30, 2005 File No. 262005.005/01501 Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — First Submittal Cendant Car Rental (D04 -447) Dear Mr. Benedicto: We reviewed the proposed project for compliance with the structural provisions of the 2003 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant should address the comments below. Note that the "WSxx" code references are to Washington State Amendments of the applicable code. General 1. Responses to the review comments below should be made in an itemized letter form. We recommend the permit applicant have the architect and structural engineers respond and resubmit two sets of the revised structural drawings and one copy of the supplemental structural calculations. All information should be submitted directly to Reid Middleton, Inc. Geotechnical RECEIVED JAN 0 3 2006 COMMUNITY DEVELOPMENT 1. Special inspections by the geotechnical engineer should be provided as recommended in the geotechnical report by Geomatrix Consultants, dated October 29, 2004. See IBC Sections 1704.7 and 1802. The following is a summary: a. Site excavation and grading. b. Placement of structural fill and soil compaction. c. Verification of soil - bearing capacity. d. Installation of foundation and retaining wall subsurface drainage system. e. Placement and compaction of foundation and retaining wall backfill. Washington Oregon Alaska Engineers Planners Surveyors Reid Middleton, Inc. 728134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 Mr. Bob Benedicto, Building Official City of Tukwila December 30, 2005 File No. 262005.005/01501 Page 2 Architectural 1. Portions of the structural design have been deferred by the structural engineer for submittal to the city of Tukwila until after issuance of the initial building permit. See IBC Section 106.3.4.2. The following deferred submittals are identified: a. Design drawings for precast, prestressed concrete floor systems. 2. The locations of the columns and footings at the canopy over the fuel islands are not clear. The north -south spacing is specified as 28'0" on Sheet A22.1 but it is specified as 27' 8" in the structural drawings (see Sheet CF-1A). Please comment. See also the structural comments for Peyton Tomita below. Structural, CT Engineering General 1. Structural special inspections by qualified special inspectors should be provided. See IBC Sections 1704 and 1707. The following is a summary: a. Construction of reinforced concrete pier foundations (canopies): Continuous, see also Section 1704.9. b. Concrete placement at concrete construction: Continuous, see also Section 1704.4. c. Reinforcement at concrete construction: Periodic, see also Section 1704.4. d. Erection of precast, prestressed concrete floor panels: Periodic, see also Section 1704.4. e. Anchor bolts /rods at concrete foundation: Continuous, see also Sections 1704.4 and 1707.1. f. Masonry construction, including mortar, reinforcement and structural connections: Periodic, see also Section 1704.5.2. g. Grout placement at masonry construction: Continuous, see also Section 1704.5.2. h. Installation of masonry expansion anchors: Continuous, see also Section 1704.13. i. Fabrication and erection of structural steel: Periodic, see also Section 1704.3. j. Structural welding of structural steel for single -pass fillet welds < 5/16 -inch and roof deck welds: Periodic, see also Section 1704.3. k. Structural welding of structural steel, other than single -pass fillet welds < 5/16 -inch and roof deck welds, where applicable: Continuous, see also Section 1704.3. Reid iddleton Mr. Bob Benedicto, Building Official City of Tukwila December 30, 2005 File No. 262005.005/01501 Page 3 2. The canopy structure over the fuel islands is noted on Sheet S2.0 as a deferred submittal. We received calculations and design drawings, however, for review. We recommend deleting the note for a deferred submittal. Foundation 3. No comments. Vertical 4. Shear reinforcement consisting of #5 ties at 8 inches o.c. are determined in the calculations for the masonry lintels. Detail 7/S4.0, however, specifies #4 ties at 8 inches o.c. Detail 7/S4.0 should be revised. Lateral 5. The determination of seismic forces in the calculations should be revised. Values for the mapped maximum considered earthquake spectral response accelerations of 1.23 at short periods (Ss) and 0.42 at a one - second period (S1) are specified in the structural notes, Sheet S1.0. According to 1996 USGS seismic data for the site, however, these values are 1.36 for Ss and 0.47 for Si. The geotechnical report recommends the same values (see page 9). Substantiating data should be submitted establishing the seismic ground motions for the subject property. See IBC Section 1615.1. See http: / /eghazmaps.usgs.gov for further information. Structural, Peyton Tomita General 1. The snow load design data in Section 2 of the structural notes, Sheets CF -1A, CS -1A and CS -1, should be revised by also specifying the ground snow load (P flat -roof snow load (Pf), snow exposure factor (C thermal factor (C,), and snow load importance factor (I See IBC Section 1603.1.3 2. The wind load design data in Section 3 of the structural notes, Sheets CF -1A, CS -1A and CS -1, should be revised by also specifying the wind importance factor (I„). See IBC Section 1603.1.4 Reid iddleton Mr. Bob Benedicto, Building Official City of Tukwila December 30, 2005 File No. 262005.005/01501 Page 4 3. The earthquake load design data in Section 4 of the structural notes, Sheets CF - 1A, CS -1A and CS -1, should be revised by specifying the seismic importance factor (I0, seismic use group, mapped maximum spectral response accelerations (Ss and S1), site class, design spectral response accelerations (Sps and SDI), seismic design category, basic seismic - force - resisting system, design base shear for each structure, seismic response coefficient (Cs), response modification factor(s) (R), and analysis procedure used. See IBC Section 1603.1.5. 4. The locations of the columns and footings at the canopy over the fuel islands are not clear. The north -south spacing is specified as 27'8" on Sheet CF-1A but it is specified as 28'0" in the architectural drawings (see Sheet A22.1). Please comment. See also the architectural comments above. Foundation 5. The footings supporting the canopies are pier foundations. Individual piers are required to be interconnected with ties capable of supporting specified forces in tension and compression. Substantiating data should be submitted verifying the required design loads. The canopy foundation plans, Sheets CF -1A and CS -1, should be revised by specifying the reinforcement necessary to provide the required ties. See IBC Section 1808.2.23 and 1808.1. 6. Section 6 of the structural notes, Sheets CF -1A, CS -1A and CS -1, should be revised by increasing the specified compressive strength to 3,000 psi. See IBC Section 1808.2.23.2. 7. The transverse reinforcement in the concrete pier foundations at the canopies should be increased in accordance with the requirements of Section 21.10.4.4(a) of ACI 318 -02, which specifies compliance with Section 21.4.4 of ACI 318 -02. This will result in additional hoops at a smaller spacing plus crossties. See IBC Section 1808.2.23.2. Vertical 8. Detail 2 /CS2A is not clear. It appears to depict W16 carrying beams above and W16 carried beams below and the W16 carried beam to the left supports the W16 carried beam to the right. The carried beams on either side of the carrying beams according to the canopy framing plan (Sheet CS -1A), however, are W14 to the left and W16 to the right. Detail 2 /CS2A should be revised and the location of the splice between the carried beams should be specified on the canopy framing plan. Reid iddleton 00AWu j1;4.4,.').44,44 Mr. Bob Benedicto, Building Official City of Tukwila December 30, 2005 File No. 262005.005/01501 Page 5 9. Incorrect section properties are reported for the steel hollow structural section (HSS) columns on pages 14 and 18 of the calculations for the small canopies and the canopy over the fuel islands, respectively. The actual section properties, as currently specified by AISC, are approximately 8 percent less. The calculations should be revised for the lesser section properties and resubmitted for review. The structural design may need to be revised. Please verify. Refer to the AISC Manual of Steel Construction for Load and Resistance Factor Design, third edition. See also www.aisc.org for additional information Lateral 10. The basis for the determination of wind design loads at the canopies is not clear. It appears that the analytical procedure of ASCE 7 -02 was used. Please verify. 11. It appears that the alternative basic ASD load combinations of IBC Section 1605.3.2 are being used for the design of canopies (i.e., pages 18 and 19 of the calculations for the canopy over the fuel islands). Please verify. 12. When using the alternative basic ASD load combinations of IBC Section 1605.3.2, the wind loads are required to be increased by w = 1.3. The wind loads for the canopies do not appear to have been increased by this factor. The calculations should be revised and resubmitted for review. The structural design may need to be revised. Please verify. 13. It appears that a one -third stress increase is assumed for load combinations that include wind or earthquake loads for the steel columns at the canopies, including the base plates and their fillet welds, and at other locations in the calculations. We assume that the alternative ASD load combinations of IBC Section 1605.3.2 are being used. For these load combinations, allowable stresses are permitted to be increased or load combinations reduced where permitted by the material section of the 2003 IBC or referenced standard. This is typically not the case for material design. The calculations should be revised and resubmitted for review. The structural design may need to be revised. Please verify. Note that the 1989 AISC ASD Specification plus Supplement No. 1 (December 17, 2001) is the referenced standard for allowable stress design of structural steel in the 2003 IBC and Supplement No.1 deletes all references to stress increases in the 1989 Specification. Reid iddleton Mr. Bob Benedicto, Building Official City of Tukwila December 30, 2005 File No. 262005.005/01501 Page 6 14. The steel roof decks act as a diaphragm to transfer lateral loads from the roof to the steel beams and columns. We are unable to verify the capacity of the steel roof decks to serve this purpose. The connection of the steel roof decks to the steel beams should be specified for review. Corrections and comments made during the review process do not relieve the permit applicant or the designers from compliance with code requirements, conditions of approval, and permit requirements; nor are the designers relieved of responsibility for a complete design in accordance with the laws of the state of Washington. This review is for general compliance with the International Building Code as it relates to the project. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, Inc. Phil r. Brazil, P.E., S.E. Sen or Engineer cc: Chandler Eason, Blunk Demattei (by surface mail) Rick Wyble, CT Engineering (by surface mail) David Peyton, Peyton Tomita (by surface mail) dop:\ doc \26 \planrevw \tukwila \05 \t015r 1.doc \prb Reid iddleton OTTO ROSENAU &ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Date: Cendant Car Rental QTA Building 15820 Tukwila International Blvd, Tukwila 3/1/2006 Type of Inspection: Periodic Resteel Verified: Resteel Grade: Mix No./Type: Grout Temp: Grout Ingredients: Mix No./Type: S Mortar temp: 65 °F Date Constructed: Date Grouted: Specimen Test No./Tvpe Date Copies to: Owner Architect Engineer 06 -105 Sample Description':: Masonry Prisms - Grouted: Masonry Prisms - Ungrouted: Masonry Units /Blocks Grout: Mortar: Report Number: 17019 - Amended Permit Number: • Client: Chinn Construction, LLC Address: PO Box 2137, Redmond, WA 98073 Inspector: Denny Newman Description / Location Continuous ❑ 1 bond beam to finished floor level, QTA area smooth -faced CMU walls. Yes Date: 3/1/2006 Positioners in Place: Yes 60 Manufacturer: Nucor Grout`Information,( ASTM' C,1019)`(excluding;paragraph 12.1:6) 370030 Grout Supplier: Miles Grout Preparer: 70 °F Grout Slump: 8" Method of Consolidation: 658# Type I /II cement, 2160# sand, 870# 3/8" agg., 317# water Mortaranformation: (ASTM C270 / ASTM C780) Mortar Supplier: Design Mix Mortar Preparer: Allied Masonry Mortar ingredients: Premix plus water Prism Information;(ASTM: 0140 /ASTM C 1314) (excluding paragraphr5.1 S . Constructed By (mason): Block/Unit Supplier: Block/Unit Type: 'Number of Sample Specified Ambient Tr`uc. Samples. Size; Strength (psi)' Temp ,;' Nc Weather & Mean Daily Temp: High cloudy, 58 °F Date Samples Picked Up: N/A No samples cast. Total grout placed = 12 cubic yards. Other Test Methods / Standards Used: Avg. Compressive Strength of Grout Specimens (psi): x Client/Contractor x Building Dept. MASONRY REPORT Protection Methods: GROUT AND MORTAR COMPRESSION TEST RESULTS Technical Responsibility: RECEIVE /2 AlIied D COmTy Masonry Vibration • ter . Hansen, Project Manager REINFORCING / PLACEMENT: Conforms . X Does Not Conform Age Size Area Max Load Strength Tested in general (Days) (Al (Sq.in.) Weight (Ib.) fp,A. accordance with ASTM C 39 ASTM C 109 ASTM C 1019 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 12/04) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -105 Project: Cendant QTA Building Address: 15820 Tukwila- Intemationai Blvd Tukwila, WA Date: 2/28/06 Description /Location: 6 Fuel Island Canopy Piers Resteel verified: 2/28/06 Resteel grade: Placement Data Supplier: Stoneway Mix Number: 4356 Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Required Strength (psi): 2500 Sampling and Testing;, Data AST C:172,C 31> M ade Yards 1 -4 11:30a 11 . Cast Samples: Weather: Coudy & Windy Date Samples Picked Up : • 3 -1 -06 Other Test Methods / Standards Used: Specimen Number 1 Copies to: X Client Architect Engineer 0.51 N/A 22 Tailgate Vibration Test Field Date Cure 3/7/06 Contractor X Building Dept. X Batch Plant CONCRETE REPORT Report Number: Client: 60 Manufacturer: Cascade Mills, & Nucor 'Design Actual'0 ; :Batch Weights /Cubic':Y Cement (lbs. /type): 1111 400# Fine Agg. (lbs): 1455# Coarse Agg. (Ibs /size): Coarse Agg. (lbs/size): Coarse Agg. (lbs /size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Slump Range: 4" t 1" Air % Range: N/A Initial Curing Method: Excluding ASTM C31 - 12.1.5 Initial Curing Temp: Excluding ASTM C31. 10,1.2 Comments :.. :. COMPRESSIVE TEST RESULTS Age Size Area (Days) (In.) (Sci.ln.) 7 6x12 28.08 42190 Permit Number: Chinn Construction Address: PO Box 2137, Redmond Inspector: Brian R. Robertson 3 /: 1 1901# 100# 225# WRDA -64 30.0 oz/yd 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° ± 3° F REINFORCING / PLACEMENT: Page 1 Max Load Strength Type of Fracture Weight (Lbs.) si bother than cone) 29.06# 103,870 3700 Technical Responsibility: of 1 Conforms X Does Not Conform ASTM C1231 x 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. 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 04/04) ,OL �,;, OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Date: Cendant QTA Building Client: Chinn Construction 15820 Tukwila- International Blvd Tukwila, WA Address: PO Box 2137, Redmond 3/2/2006 Inspector: Darren Reid Description /Location: Inspected resteel, anchor bolts and concrete at canopy footings and plinths at along B at 3 and 4 and along K at 3 and 4. All were placed per approved plans. Resteel verified: Yes Resteel grade: 60 Manufacturer: Cascade Mills, & Nucor Placement Data Design E Actual 0 Batch Weights /Cubic Yard Stoneway 4356 5±1 .46 N/A 10 Chute Vibration Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: Placed Via: Consolidated: Required Strength (psi): 2500 Sampling.and Testing• Date ASTM C 172, C 31 Ma .. Cast Samples: 1 -4 12:00 Other Test Methods / Standards Used: Specimen Number 1 Copies to: X Client Architect Engineer 06 -105 Report Number: 40092 • Test Field Date Cure 3/9/06 Contractor X Building Dept. X Batch Plant CONCRETE REPORT Cement (lbs. /type): I/11 400# Fine Agg. (lbs): 1485# Coarse Agg. (lbs /size): '/" 1875# Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): 100# Water (lbs or gal): 225# Admixtures (specify): WRDA -64 30.0 oz /yd Cubic Y ards 10 10/25 Ater ':. `Sl C um ided!.''.14 5 1 /2" COMPRESSIVE TEST RESULTS 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° ± 3° F Technical Responsibility: Permit Number: Weather: Cloudy &Windy Slump Range: - Air % Range: - Date Samples Picked Up: 3 -3 -2006 Initial Curing Method: Excluding ASTM C31 - 12.1.5 ;:Comments: ......:.'::: ASTM C1231 x Initial Curing Temp: Excluding ASTM C31 - 10.1.2 REINFORCING / PLACEMENT: Conforms X Does Not Conform Age Size Area Max Load Strength Type of Fracture (Days) (In.) (Sq.ln.) Weight (Lbs.) (psi) (other than cone) 7 6x12 28.09 29.86# 119,610 4260 alt- C t,` = 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 -62 -02 (Rev 04/04) z Z H tY W W � JU 00 CO O W 1- u) LL WO yy g J LL D a Z F 1- O W F- �0 U 0— CI-- U O w 0 z OTTO ROSENAU &ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -105 Project: Cendant QTA Building Address: 15820 Tukwila- International Date: 3/2/2006 Description /Location: Resteel verified: Yes Resteel Placement Data Supplier: Stoneway Mix Number: 5053 Slump Spec: 511 W/C Ratio Spec: .58 Air Spec: 511.5% Total Yards: 11 Placed Via: Chute / Buckets Consolidated: No Other Test Methods / Standards Used: Specimen Number 1 Copies to: X Client Architect Engineer Test Field Date Cure 3/9/06 Contractor X Building Dept. X Batch Plant Blvd Tukwila, WA Age (Days) 7 CONCRETE REPORT Report Number: Client: Address: Inspector: Concrete placed for sidewalk sections north of existing walk, northeast of building per approved plans grade: 60 Manufacturer: Cascade Mills, & Nucor Design ® " Actual 0 Batch Weights /Cubic Yard Cement (lbs. /type): 1 /11 470# Fine Agg. (lbs): 1290# Coarse Agg. (lbs/size): 3/4" 1933# Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): 85# Water (lbs or gal): 211# Admixtures (specify): WRDA -64 27.8 oz /yd Required Strength (psi): 2500 DARAVAIR 3.5 oz d' Testing Data` : T i mei :: `;` "Cubic Water Slump Air %:: Conc :iTem • Ambient : •.:. }� AST M.C.172,:C31 :;.:M ade.: : :Yards: :Added.' C`i'4 ....C:23.1; .- .C1064 Cast Sam p les: 1 -4 11:20 11 15/27 4' /z" 5.1 62° 40° 432 Weather: Cloudy & Windy Slump Range: - Date Samples Picked Up: 3 -3 -2006 Initial Curing Method: Excluding ASTM C31 - 12.1.5 Comments 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 REINFORCING / PLACEMENT: Conforms X Does Not Conform COMPRESSIVE TEST RESULTS Size Area Max Load Strength Type of Fracture (In.) (Sq.ln.) Weight (Lbs.1 si (other than cone) 6x12 28.09 29.03# 134,710 4800 Technical Responsibility: 40093 Permit Number: Chinn Construction PO Box 2137, Redmond Darren Reid • Air % Range: Initial Curing Temp: • ASTM C1231 x Excluding ASTM C31 - 10.1.2 Ticket No 623666 A I e /0/, - / al er C aen, Pro 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. 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 04/04) OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 06 -105 Report Number: 17121 Client: Address: Inspector: Description /Location Type of Inspection: Periodic ® Continuous 0 QTA 2 lift. Project: Address: Date: Resteel Verified: Resteel Grade: Mix No./Type: Grout Temp: Grout Ingredients: Mix No./Type: Mortar temp: Cendant Car Rental QTA Building 15820 Tukwila International Blvd, Tukwila 3/15/2006 Date Constructed: Date Grouted: Sampie,pesc Masonry Prisms - Masonry Prisms - Ungrouted: Masonry Units /Blocks Grout: Mortar: Yes Date: 3/15/2006 Positioners in Place: No 60 Manufacturer: Nucor Grout Information (ASTM C1019 ) (ejccIudiraparagraph12.1.5) 7034 Grout Supplier: Stoneway Grout Preparer: 68 °F Grout Slump: 9" Method of Consolidation: 658# cement, 907# 3/8" agg., 1997# sand, 350# water Mortar lnformation (ASTM C270 1 •ASTM :C780) Mortar Supplier: Mortar Preparer: Mortar ingredients: Prism lnformation (ASTM`C' 1401 ASTM C 1314 ) - '(excluding paragraph,511) Constructed By (mason): Block /Unit Supplier: Block /Unit Type: Number o f Sam ple ;Specified Ambient ription ;Samples Size i trength' (psi) Temp • Grouted: Specimen No./Type Copies to: Owner Architect Engineer Other Test Methods / Standards Used: Avg. Compressive Strength of Grout Specimens (psi): MASONRY REPORT GROUT AND MORTAR COMPRESSION TEST RESULTS x Client/Contractor x Building Dept. Technical Responsibility: RECEIVED MAR 9 2 2006 O OPMENT Permit Number: D04 -447 Protection Methods: ominen Chinn Construction, LLC PO Box 2137, Redmond, WA 98073 Isaac Ruoff Stoneway Vibrator Truck. • Ticket No. • REINFORCING / PLACEMENT: Conforms X Does Not Conform Test Age Size Area Max Load Strength Tested in general Date (Days) (In.), (Sq.ln.) Weight (lb.) (psi) accordance with ASTM C 39 ASTM C 109 ASTM C 1019 Thls 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 6747 M.L. King Way S., Seattle, Washington 98118 - Phone (206) 725 - 4600 or 1 - Fax (206) 723 - 2221 Form No.: ADMIN -72 -03 (Rev 12104) Q '~ w tY 2 00 co w 1- U) LL. wo }} g J = N d = w F- _ Z 1. 1-0 W ~ 0 0— CI 1-- = U Li- O Lij U = 0 I Z OTTO ROSENAU &ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Inspector: Cendant Car Rental QTA Building 15820 Tukwila International Blvd, Tukwila Dusty Johnston Description /Location: QTA building footings. Resteel verified: Yes Placement Data Supplier: Stoneway Mix Number: 4356 Slump Spec: 5 WIC Ratio Spec: .41 Air Spec: Total Yards: 60 Placed Via: Pump Consolidated: Yes Required Strength (psi): 3000 Saiiipiinig and'T#0.0 *;Data >. "Tims: Cubi.c`: ::W ''t Cast Samples: 2`'C31 ' .: ' shade.' 1 -4 11:50 Weather: Overcast Date Samples Picked Up: 2/23/2006 Other Test Methods / Standards Used: Copies to: X Client Architect Engineer 06 -105 Report Number: Contractor x Building Dept. X Batch Plant Design Cement (lbs. /type): Fine Agg. (lbs): Coarse Agg. (Ibs /size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (Ibs or gal): Admixtures (specify): ar 11 CONCRETE REPORT A. e de l Client: Address: Date: 33192 100# 225# WRDA 64 30 oz Daraset 65 oz Slump Range: Initial Curing Method: Excluding ASTM C31 - 12.1.5 .: `:.: ": ::::: ":'.`: Comment's;:: ,.::: COMPRESSIVE TEST RESULTS Chinn Construction LLC PO Box 2137, Redmond 2/22/2006 Specimen Test Field Age Size Area Max Load Number Date Cure 'Days) (In.) 'Sg.ln.) Weight 'Lbs.) 1 3/1/06 7 6x12 28.25 28.53# 96,000 2 3/22/06 28 6x12 28.21 28.77# 127,470 3 3/22/06 28 6x12 28.21 28.63# 135,010 4* *Discarded 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° ± 3° F Permit Number: REDEIVED MAK 3 0 2006 COMMUN,Ty DEVELOPMEN Grade: 60 Manufacturer: Cascade ® Actual:0 Batch Weights /Cubic Yard 400# 1455# 1901# %" Technical Responsibility: Air % Range: Initial Curing Temp: mbient •:; ; Truck::. `: Ticket T emp : .:. ' No No 45° 431 620605 REINFORCING / PLACEMENT: Conforms x Does Not Conform Strength Type of Fracture si (other than cone) 3400' 4520 4790 ASTM C1231 x D04 -447 Excluding ASTM C31 - 10.1.2 // It H. s :'; • �r�ject 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 -03 (Rev 01/06) otA I OTTO ROSENAU &ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Date: Description /Location: Specimen Number 1 Copies to: Owner Architect Engineer 06 -105 Resteel verified: Yes Resteel Placement Data . Supplier: Stoneway Mix Number: 4853 Slump Spec: 5" Maximum W/C Ratio Spec: N/A Air Spec: 5% ± 1% Total Yards: 11 Placed Via: Chute Consolidated: Yes Required Strength (psi): 3000 Samplillg'and Testing Data*: AST Cast Samples: 1 -4 Other Test Methods / Standards Used: Test Field Date Cure 3/16/06 grade: Age (Days) 7 X Client/Contractor X Building Dept. X Batch Plant CONCRETE REPORT Report Number: Cendant Car Rental QTA Building 15820 Tukwila Intemational Blvd, Tukwila 3/9/2006 Client: Address: Inspector: 60 Manufacturer: Cascade and Nucor Design ®.: •Actual0 Batch Weights /Cubic Yard Cement (lbs. /type): 450# Fine Agg. (lbs): 1244# Coarse Agg. (lbs/size): 1923# %" Coarse Agg. (lbs/size): Coarse Agg. (lbs /size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Trash enclosure footing and center trench drain footing Cubic Water:: Slump Air % Conc Temp Vl de . , , Yards ,Added. C143 ;C 231 C:: 1064 12:30 11 10 gal. 4.5" N/A 74 °F Weather: Overcast and windy Slump Range: 4.5" Date Samples Picked Up: 3/10/2006 initial Curing Method: Excluding ASTM C31 - 12.1.5 ..,. n s COMPRESSIVE TEST RESULTS 80# 240# 4.5 oz. Daravair, 21.2 oz. WRDA -64, 68.9 oz. Daraset 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° ± 3° F Technical Responsibility: 29178 Permit Number: Chinn Construction, LLC PO Box 2137, Redmond Isaac Ruoff Ambient Tem p: 34 °F Air % Range: Initial Curing Temp: ASTM C1231 x ansen, Project Manager 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 04/04) Truck 438 D04 -447 Ticket No, 626283 N/A Excluding ASTM C31 - 10.1.2 REINFORCING / PLACEMENT: Conforms X Does Not Conform Size Area Max Load Strength Type of Fracture (In.) (Sq.ln.) Weight (Lbs.) (psi) (other than cone) 6x12 28.27 27.71# 95,280 3370 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. OTTO ROSENAU &ASSOCIATES, INC Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Inspector: Description /Location: QTA building footings. Resteel verified: Yes Placement Data Supplier: Stoneway Mix Number: 4356 Slump Spec: W/C Ratio Spec: .41 Air Spec: Total Yards: 60 Placed Via: Pump Consolidated: Yes Required Strength (psi): 3000 'Sampling and'Testing• Data ASTM C172;C31: Cast Samples: 1 -4 Weather: Overcast Date Samples Picked Up: Other Test Methods / Standards Used: Specimen Number 1 Copies to: X Client Architect Engineer 06 -105 Report Number: Cendant Car Rental QTA Building 15820 Tukwila Intemational Blvd, Tukwila Dusty Johnston CONCRETE REPORT Client: Address: Date: 33192 • 5 " Test Field Date Cure 3/1/06 Cement (lbs. /type): Fine Agg. (lbs): Coarse Agg. (lbs /size): Coarse Agg. (Ibs /size): Coarse Agg. (lbs/size): Fly Ash (lbs): Water (lbs or gal): Admixtures (specify): Grade: 60 Manufacturer: Cascade Design ® Actual [j Batch'WeightslCubic Yard 400# 1455# 1901# 3/4" 100# 225# WRDA 64 30 oz Daraset 65 oz Time :::Cubic ' :Water : ":Slump Air; °h Conc,,Temp Made Yards Added C143 C 231 " 0:10 2/23/2006 11:50 11 Contractor x Building Dept. X Batch Plant 4" Slump Range: Air % Range: Initial Curing Method: Excluding ASTM C31 - 12.1.5 Initial Curing Temp: :Comments:. . REINFORCING / PLACEMENT: Conforms COMPRESSIVE TEST RESULTS Age Size Area (Days) (In.) (Sc.ln.) 7 6x12 28.25 Max Load Weight (Lbs.) 28.53# 96,000 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° ± 3° F Page 1 Technical Responsibility: of 1 Permit Number: Chinn Construction LLC PO Box 2137, Redmond 2/22/2006 67° RECEIVED MAR 0 9 201)6 COMMUNITY DEVELOPMENT D04 -447 mbient Truck : Ticket T emp No No: 45° ASTM C1231 x 431 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 -03 (Rev 01/06) 620605 Excluding ASTM C31 - 10.1.2 x Does Not Conform Strength Type of Fracture (other than cone) 3400 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. OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: Project: Address: Date: Type of Inspection: Resteel Verified: Resteel Grade: Mix No./Type: Grout Temp: Grout Ingredients: Mix No./Type: Mortar temp: Date Constructed: Date Grouted: 06 -105 Report Number: Cendant Car Rental QTA Building 15820 Tukwila international Blvd, Tukwila 3/1/2006 Sample Description Masonry Prisms - Grouted: Masonry Prisms - Ungrouted: Masonry Units /Blocks Grout: Mortar: Periodic ® Continuous ❑ Total grout placed = 12 cubic yards. Other Test Methods 1 Standards Used: Yes Date: 3/1/2006 Positioners in Place: Yes 60 Manufacturer: Nucor Grout Information: (ASTM C1019) (excluding paragraph 370030 Grout Supplier: Miles Grout Preparer: Allied Masonry 70 °F Grout Slump: 8" Method of Consolidation: Vibration 658# Type 1 /11 cement, 2160# sand, 870# 3/8" agg., 317# water Mortar Information (ASTM C270 / ASTM C780) S Mortar Supplier: Design Mix Mortar Preparer: Allied Masonry 65 °F Mortar ingredients: Premix plus water Prism Information (ASTM C 140 / ASTM C 1314) (excluding paragraph 5:11) Weather & Mean Daily Temp: High cloudy, 58 °F Protection Methods: Date Samples Picked Up: N/A No samples cast. Specimen Test Age Size No./Type Date (Days) (In.) Copies to: Owner Architect Engineer MASONRY REPORT Client: Address: Inspector: Description / Location Constructed By (mason): Block/Unit Supplier: Number of Sample Samples Size Avg. Compressive Strength of Grout Specimens (psi): x Client/Contractor x Building Dept. 17019 Permit Number: • Commen REINFORCING / PLACEMENT: Conforms GROUT AND MORTAR COMPRESSION TEST RESULTS Area (Sa.in.) Technical Responsibility: This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. except in full, without written permission from our firm is strictly prohibited. Chinn Construction, LLC PO Box 2137, Re_dmond_ , WA 98073 Denny Newman — Block/Unit Type: Specified ` • Ambient Strength (psi) Temp Truck- No." X Does Not Conform Max Load Strength Tested in general Weight (Ib.) foil accordance with ASTM C 39 ASTM C 109 ASTM C 1019 Walter Q' H sen, • eject Manager Reproduction of this report, 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 12/04) 004 -447 'Ticket No. Peyton - Tomita & Associate s Structural Engineers REVIEWED FO CODE COMPL] ANA QOO®erual) FEB 9 2 ( 0 0 ' 4 - 3 JAN 2006 RECEIVED w REID MIODLETON ,� c' CP; Fri ,O C'S pp 2�c t � — i--i vi3AS j (. A> .Y S c i s LJTI PA A Cam. L12� Tn P S i - - —o wL Ua r0C3r .STL�O - PDMr - N. L,S �; -1Za� . LoHit.j --l; city Of ukwil� BUILDTNr nmsno Ps ra � LT « '- 15 2.ecz t), l2C� ZL 1.99• ' own & Country Road Project: L r - A CA COP'? Client: S? L DR7TH Job No. ZS ali-3 L" Date: i /17)01. Eng: Th jNIDS Ct <s. ASS � - )c T t A Jam Do SOT ���, -r'— AT . SS'c (... PAC. i 1 o IS 1, RC TO C.DN ClZ S - r c . ,rte )=5 '2SGYD PS) F2. BS I G9r\ , - - -. - 2vrsLp >Dn• %::\Y R-Ce_1 i ; QIQ Oaf FILE COPY N pb4 AM61.o 4" ID StiaND T-c2 Zf3' -L c-c. loo, Gfy tna*Fcs ' FV - I&a,) 1=:“1\64� . . CiE �f �S )7�G S� ►Ti r`JS ���� 1 X , . T LLCM$ PIP) ,∎7C- NI Cv - rot& 1S A ►ACS -3" 1_10(4 t' E ? �X s .. l 'PC,/ Orange, CA 92868 Tel: (714) 245 -4930 Fax: (714) 245 -4933 Peyton-Tomita & _Associates Structural Engineers TITIT Iq ea. Project: TTA Client: 6 .-. 4 " - rt- 1 / 4 -x. - rP Job No. TagS Date: ) i 1 7/C1.9 Eng: 114 0rAt A .- riziof4:4c - zE. 7 oN) ci--1AN)cr CAPH . _ D , _ - 1...Dr...-PcirCDr I I -- d' )s Si.komo % 3 _fl 5%-TrKIZAc.. ON OF- - Ti-1,4s <-C o&-D LPS cP I +I p 24 ? o G-AivinPV , Pi S . DC) r■Dor mp.e#_._ A PCS a- pc+. )1...)e.. AC 7 -0-2, LADrez. tatrik) r•-) ( --J u.- C.K NDZIA.)00.4: Lezd.A.),AQO P p‘ r\-Y=7"cs. L_JOAar AR& M LLJ1 PL i &co mY Le% 5 4..c.:Tt OrJ iL04 PM Cf"\Y'a LA-■Y-Sgik, 4-. IS ps C., I. i-JiANN) -1. 1 Licets JoYA , )4,15v1,6 3 Ji pg+: 4-, lItLI.z 223:1Z - TO I'')Y Kh3C..0.501- /SC SrnLL FracRrwrs 1 F 16 'D 1 - eot-op68 ca.EAr Pt (A)csIA F4 akt)N N-ACQ A T - TREL -rovovkqk PAN)gzi- A4z,r)(0C= •Etkiv■ Ab415 e .112ANni-&42.. 1--"kVpriLD6J-"4-- 163 PCS - 954 Town & Country Road Orange, CA 92868 Tel: (714) 245-4930 Fax: (714) 245-4933 Pcre, ........ Peyton - Tomita & Associates Structural Engineers 954 Town & Country Road Orange, CA 92868 (714) 245 -4930 Rev: 580000 User: KW- 0602836, Vet 5.8.0, 1 -Dec -2003 (c)1983.2003 ENERCALC Engineering Software Description 66X76 -11 CANOPY COLUMN DL +SL /2 +WL • General Information Steel Section HSS12X12X1 /4 Column Height 17.917 ft End Fixity Fix -Free Live & Short Term Loads Combined Axial Load... Dead Load Live Load Short Term Load Point lateral Loads... Along Y -Y (strong axis moments) Along X -X (y moments ) Summary Section : HSS12X12X1/4, Height = 17.92ft, Axial Loads: DL = Unbraced Lengths: X -X = 17.92ft, Y -Y = 17.92ft Combined Stress Ratios AISC Formula H1 -1 AISC Formula H1 - 2 AISC Formula H1 - 3 0.0439 Fb:xx : Allow [F3.1] fb : xx Actual Fb:yy : Allow [F3,1] fb : yy Actual F'ex : DL +LL F'ey : DL +LL F'ex : DL +LL +ST F'ey : DL +LL +ST Max X -X Axis Deflection 7.02 k 9.29 k 5.26 k Dead 18,545 psi 18,545 psi 24,665 psi 24,665 psi -1.277 in at Fy Duration Factor Elastic Modulus X -X Unbraced Y -Y Unbraced DL 27.60 ksi 0.00 ksi 27.60 ksl 0.00 ksi Title : Dsgnr: Description : Scope : Steel Column Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 46.00 ksi 1.330 29,000.00 ksl 17.917 ft 17.917 ft Ecc. for X -X Axis Moments Ecc. for Y -Y Axis Moments Live LL 0.0581 0.0972 XX Axis : Fa calc'd per Eq. E2 -1, K *LIr < Cc XX Axis : Appdx B, Tube, In -Plane Slenderness Recalculated YY Axis : Fa calc'd per Eq. E2 -1, K *L/r < Cc YY Axis ; Appdx B, Tube, In -Plane Slenderness Recalculated Stresses Allowable & Actual Stresses Dead Live DL + LL DL + Short Fa : Allowable 14.81 ksi 14.81 ksi 15.53 ksi 21.74 ksi fa : Actual 0.65 ksi 0.86 ksi 1.51 ksi 1.02 ksi 27.60 ksi 27.60 ksi 0.00 ksi 0.00 ksi 27.60 ksi 27.60 ksi 0.00 ksi 0.00 ksi Cm:x DL +LL Cm:y DL +LL Cm:x DL +LL +ST Cm:y DL +LL +ST 17.917 ft Max Y -Y Axis Deflection 0.85 0.85 0.85 0.85 ST 2.772 k k X -X Sidesway : Y -Y Sidesway : Kxx Kyy Job # Date: 2:52PM, 17 JAN 06 0.000 in 0.000 in Height 17.917 ft ft DL + LL DL + ST + (LL if Chosen) 0.4392 Cb:x DL +LL 1.75 Cb:y DL +LL 1.75 Cb:x DL +LL +ST 1.00 Cb:y DL +LL +ST 1.75 0.000 in at 0.000 ft Page 1 br5436.ecw:9 COLUMN Sway Allowed Sway Allowed 36.71 ksi 14.40 ksi 36.71 ksi 0.00 ksi 2.000 2.000 Column Design OK 7.02, LL = 9.29, ST = 5.26k, Ecc. = 0.000in Analysis Values PC3 Peyton - Tomita & Associates Structural Engineers 954 Town & Country Road Orange, CA 92868 (714) 245 -4930 Rev: 580000 User. KW- 0602836, Vet 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description 66X76 -11 CANOPY COLUMN DL +SL /2 +WL Section Properties HSS12X12X114 Depth Web Thick Width Flange Thick Area Rt 12.000 in 0.233 in 12.000 in 0.233 in 10.80 in2 0.000 in Weight Ixx Iyy Sxx Syy Rxx Ryy Section Type = HSS- Square noel Sketch & Diagram Axial DL • 7.02k Axial LL • 929k Axial ST = •5.28k 17.917ft X Y Y (3): X.X Axis Point Load: DL -0, LL•Os, ST•2.772k 17.917ft Title : Dsgnr: Description : Scope: Steel Column X 36.68 # /ft 248.000 in4 248.000 in4 41.400 in3 41.400 in3 4.790 in 4.790 in Job # Date: 2:52PM, 17 JAN 06 Values for LRFD Design.... J 384.000 in4 Cw Zx Zy Page 2 br5436.ecw:9 COLUMN 64.50 in6 47.900 in3 47.900 in3 0.000 PG3 Peyton- Tomita & Associates Structural Engineers 954 Town & Country Road Orange, CA 92868 (714) 245 -4930 Rev: 580000 User. KW- 0602836, Ver 5.8.0, 1 -Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description General Information Loads Steel Section 18X20 -8 CANOPY COLUMN DL +SL /2 +WL HSS8X8X3 /16 Column Height 15.250 ft End Fixity Fix -Free Live & Short Term Loads Combined Axial Load... Dead Load Live Load Short Term Load Point lateral Loads... Along Y -Y (strong axis moments) Along X -X ( y moments ) Summary 1 Section : HSS8X8X3 /16, Height = 15.25ft, Axial Loads: DL = Unbraced Lengths: X -X = 15.25ft, Y -Y = 15.25ft Combined Stress Ratios AISC Formula H1 - 1 AISC Formula H1 - 2 AISC Formula H1 - 3 Fb:xx : Allow [F3.1] fb : xx Actual Fb:yy : Allow [F3.1] fb : yy Actual F'ex : DL +LL F'ey : DL +LL F'ex : DL +LL +ST F'ey : DL +LL +ST Max X -X Axis Deflection 1.07 k 1.22 k 0.69 k Dead 11,293 psi 11,293 psi 15,020 psi 15,020 psi -0.849 in at Fy Duration Factor Elastic Modulus X -X Unbraced Y -Y Unbraced DL 0.0177 XX Axis : Fa calc'd per Eq. E2.1, K *LIr < Cc XX Axis : Appdx B, Tube, In -Plane Slenderness Recalculated YY Axis : Fa calc'd per Eq. E2-1, K *L /r < Cc YY Axis ' A.. dx B Tube n -Plane Slenderness Recalculated 27.60 ksi 0.00 ksi Title : Dsgnr: Description : Scope r=Yx¢Nt.+.t s- ei.tq'i 7 olVerttt1.TN''. VAITVIHIV,.41'V:,,r4r3rT Ytf ,,,,M.I.'.vvvv -.J Steel Column e. •rl t• r7 t.^• rx>•. r' i,vrztv v. .ro'•..w.t^t'.iv ^N,.; ver,tr' Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 46.00 ksi 1.330 29,000.00 ksi 15.250 ft 15.250 ft • 91 r rzr Ir nris CV V !, V xi M't`4'.rJ':>::."t +.S'-.!•: n:\ � ,'•t:'•:T Ecc. for X -X Axis Moments Ecc. for Y -Y Axis Moments LL 1.07, LL = 1.22, ST = Live DL + LL 0.0201 Allowable & Actual Stresses Dead Live Fa : Allowable 11.24 ksi 11.24 ksi fa : Actual 0.20 ksi 0.23 ksi 27.60 ksi 27.60 ksi 0.00 ksi 0.00 ksi 27.60 ksi 0.00 ksi Cm:x DL +LL 0.85 Cm:y DL +LL 0.85 Cm:x DL +LL +ST 0.85 Cm:y DL +LL +ST 0.85 15.250 ft Max Y -Y Axis Deflection X -X Sidesway : Sway Allowed Y -Y Sidesway : Sway Allowed Kxx 2.000 Kyy 2.000 ST Height 0.656 k 15.250 ft k ft Column Design OK 0.69k, Ecc. = 0.000in 0.0378 0.2602 DL + LL 11.24 ksi 0.43 ksi 27.60 ksi 0.00 ksi 27.60 ksi 0.00 ksi Job # Date: 2:54PM, 17 JAN 06 0.000 in 0.000 in DL + ST + (LL if Chosen] Cb:x DL +LL Cb:y DL +LL Cb:x DL +LL +ST Cb:y DL +LL +ST 0.000 in at DL + Short 15.02 ksi 0.30 ksi Page 1 br5436.ecw:4 COLUMN 1 36.71 ksi 8.83 ksi 36.71 ksi 0.00 ksi Analysis Values 1.75 1.75 1.00 1.75 0.000 ft • Peyton - Tomita & Associates Structural Engineers 954 Town & Country Road Orange, CA 92868 (714) 245 -4930 Rev: 580000 User. KW- 0002838, Ver 5.8.0, 1- Dec -2003 (c)1983.2003 ENERCALC Engineering Software Description !Section Properties HSS8X8X3 /16 Depth Web Thick Width Flange Thick Area Rt tor Axial DL = 1.076 Axial LL o 1.215k Axial ST = -0.69k 18X20 -8 CANOPY COLUMN DL +SL /2 +WL 8.000 in 0.174 in 8.000 in 0.174 in 5.37 in2 0.000 in Section Type x Weight Ixx Iyy Sxx Syy Rxx Ryy = HSS- Square Y Y x (3): X -X Axis Point Load: OLEO, LL =Os, ST ■0.666k 32 16.25ft Title : Dsgnr: Description : Scope : Steel Column 18.24 #/ft 54.400 in4 54.400 in4 13.600 in3 13.600 in3 3.180 in 3.180 in Cw Zx Zy Job # Date: 2:54PM, 17 JAN 06 Values for LRFD Design.... J 84.500 in4 Page 2 br5436,ecw.4 COLUMN 21.30 in6 15.700 in3 15.700 in3 0.000 Sketch & Diagram z 6 0 • to W J 1 W O • u- ?. ( d I- w z 1 - ' Z l'-- U � ,O — .0 W. .1- U O: • W 0 ~. Z Peyton - Tomita &Associates Structural Engineers "25\/&2 S • Project: cA CATODPY Client: Job No. e241-3 Date: ) Irll t)(, Eng: £'j Wi.n�f� . i7iv f- -fa SG) A = (.z .t� �'S514 FA se- )AS' 213 No2P20/N7Ti L_ _ Le5i.D A TV ©)t��L irc 01:15 Derd.K. f'AN) 31'74 Pi.,F !C. ?oP�L''3� OrJ OF Pitt_. ��D+�C APC� S : : P2d,PS _ W Y /z4 3 =-ASCU A c.1) 954 Town & Country Road Orange, CA 92868 Tel: (714) 245 -4930 Fax: (714) 245 -4933 z 1 z ` W 6 _J U U N • uJ J CO u. W u. a CO = o : 1- i o z I- U 0 O N W W � ..Z. 0 ~ Y4 Loads: LC 1, D +W Results for LC 1, D +W Peyton Tomita & Associates. Dave BR5436 BIAXIAL PURLIN BENDING Jan 17, 2006 at 3:05 PM untitled.r3d P((. Jeam: M7 Shape: W14X22 Material: A36 Length: 26.917 ft I Joint: N1 J Joint: N4 LC 1: D +W Code Check: 0.302 (bending) Report Based On 97 Sections Max: 0 at 26.917 ft - Max: .163 at 0 ft Dz in Min: -1.36 at 13.178 ft Dy Min: -.002 at 13.739 ft in A k Max: .107 at 26.076 ft k Max: .538 at 26.076 ft , I p V y Min: -.179 at .841 ft Vz Min: -.461 at 25.795 11 ft k T k -ft Max: .153 at 1.122 ft Mz Min: -.148 at 14.019 ft k -ft Max: 2.514 1 M I j Y Min: -.47 at 12.898 loll; 11 ` i ,1 � l ;I at 25.795 j i ft 1 1, 1 ! I1 i; k -ft 1 ft fa ksi Max: 10.833 at 12.898 ft fc ksi ft y ksi Min: - 10.833 at 12.898 ft AISC ASD 9th Ed. Code Check Max Bending Check 0.302 Location 12.898 ft Equation H1 -2 Compact Allowables Increase: 1.333 Max Shear Check 0.008 (z) Location 26.076 ft Max Defl Ratio L/212 Fy 36 ksi Y -Y Z -Z Fa 2.386 ksi Cm .85 .85 Ft 28.799 ksi Lb 25 ft 25 ft Fby 35.999 ksi KUr 288.865 54.177 Fbz 24.534 ksi Sway No No Fvy 19.2 ksi L Comp Range 8.333 ft Fvz 19.2 ksi Torque Length NC Cb 1 L edll1. n/12 Shape: W16X31 Material: A36 Length: 50 ft I Joint: N4 J Joint: N6 LC 1: D +W Code Check: 0.324 (bending) Report Based On 97 Sections Max : .015 at 25.521 ft in Max: .196 at 41.146 ft Dz in Min: -1.804 at 16.146 ft Dy �-� Min: -.105 at 50 ft A k Max: .359 at 35.417 ® ft IVz,I Max. Min: .519 -.733 at 35.417 Ii'�'fn '9f at 34.896 ft I t ft i t:, V Min: -.334 at 34.896 ft T Max: 4.018 at 34.896 ' !f Mz , I.. 1 Min: -.43 at 8.333 ft ft • )1,11 j f i,, k -ft Max: 3.627 My Min: -3.924 , (, at 14.062 I 1 a.l., , at 34.896 ft �i.l, ! � ft k -ft k -ft fa Max: 11.512 at 34.896 ft fc ksi ft Min: - 11.512 at 34.896 ft ksi ksi AISC ASD 9th Ed. Code Check Max Bending Check 0.324 Location 34.896 ft Equation H1 -1 Compact Allowables Increase: 1.333 Max Shear Check 0.008 (z) Location 34.896 ft Max Defl Ratio L/311 Fy 36 ksi Y -Y Z -Z Fa 1.535 ksi Cm 1 1 Ft 28.799 ksi Lb 35 ft 35 ft Fby 35.999 ksi KL /r 360.193 65.498 Fbz 31.679 ksi Sway No No Fvy 19.2 ksi L Comp Flange 1.333 ft Fvz 19.2 ksi Torque Length NC Cb 1 CFS Version 3.5 Section: BRDECK40.sct BESTWORTH - ROMMEL GR 40 DECK Section Inputs Material: A653 SQ Grade 40 No strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 40 ksi Tensile Strength, Fu 55 ksi Warping Constant Override, Cw 0 inA6 Torsion Constant Override, J 0 in^4 Part 1, Thickness 0.0346 in (20 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.625 90.000 0.093750 None 0.000 0.000 0.313 2 1.250 180.000 0.093750 None 0.000 0.000 0.625 3 3.063 270.000 0.093750 Nested 0.000 0.000 1.531 4 16.000 180.000 0.093750 None 0.000 0.000 8.000 5 2.984 90.000 0.093750 Nested 0.000 0.000 1.492 6 1.016 0.000 0.093750 None 0.000 0.000 0.508 7 0.375 270.000 0.093750 None 0.000 0.000 0.188 Rev. Date: 1/14/2002 Rev. Time: 10:33:36 AM Rev. By: Phone: Fax: CFS Version 3.5 Section: BRDECK40.sct BESTWORTH - ROMMEL GR 40 DECK Full Section Properties Area 0.85873 in Ix 1.058 Sx(t) 0.4529 Sx(b) 1.4582 Iy Sy(1) Sy (r) I1 I2 Ic Io Tension Ta Shear Vay Vax 31.611 3.8225 3.5337 31.620 1.050 32.670 35.950 Compression Pao 6.318 Ae 0.28430 20.568 k 2.271 k 0.000 k in in in"3 in in"3 in "3 in in in in Fully Braced Strength -1996 AISI Specification - Supplement 1 (ASD) k in Wt. rx y(t) y(b) Height ry x(1) x(r) Width rl r2 rc ro Positive Maxo Ixe Sxe(t) Sxe(b) Negative Maxo Ixe Sxe(t) Sxe (b) Rev. Date: 1/14/2002 Rev. Time: 10:33 :36 AM Rev. By: Phone: Fax: 0.0029197 k /ft Width 24.819 in 0.518 in - 89.029 deg 1.110 in Ixy 2.337 in a 0.726 in 3.063 in 6.067 in Xo 8.270 in Yo 8.946 in ix 17.215 in jy 6.068 in 1.106 in 6.168 in Cw 6.470 in J Moment 9.972 0.994 0.4163 1.4742 Moment 7.314 0.501 0.3527 0.3054 k -in in in in k -in in in"3 in"3 -0.344 in -1.924 in 0.352 in 10.728 in 45.519 in"6 0.000343 in Positive Moment Mayo 51.623 Iye 23.392 Sye(1) 3.6769 Sye(r) 2.1553 Negative Moment Mayo 49.054 Iye 21.603 Sye(1) 2.0480 Sye(r) 3.2402 k -in in in"3 in"3 k -in in in"3 in"3 PCB D Feb. 6. 2006 1:20PM Peyt —Tom :a & Asso: iaes e —N...0 PEYTON—TOMITA & ASSOCIATES 954 TOWN & COUNTRY ROAD ORANGE ' CA 92868 (714)245-4930, FAX (714)245-4933 2003 IBC 25 PSF LL 85 MPH EXP. C WL SEISMIC D 24" FASCIA 14'-0" CLR. HT. REVIENVEDFOR CODECOMMANCE 60013011Fn FEB - 9 2006 0 City °fru wila FIUTUITIV: IITUTSTON r' uJ LLJ _J 1%1, FILE COPY No, 6278 P. 23 ..440.14 ® 1 OF 17 PO4-4141 ' i 4 ...—--- ..._ ... • gl ) T - M i l ,�� -�� 0 / 0 „ 91 0 1 seN I )30 d0O Di?' 3OV80 ns 2g9V INISV 7 --- ._....__...............____.... ..... } -11 in x co -11 _! ., c 4 0 _____ ..- „.._ .71 i (4 I I L L - '- -- Feb. 6. 2006 1:20PM Peyt —Tom :a & Asso: iaes e —N...0 PEYTON—TOMITA & ASSOCIATES 954 TOWN & COUNTRY ROAD ORANGE ' CA 92868 (714)245-4930, FAX (714)245-4933 2003 IBC 25 PSF LL 85 MPH EXP. C WL SEISMIC D 24" FASCIA 14'-0" CLR. HT. REVIENVEDFOR CODECOMMANCE 60013011Fn FEB - 9 2006 0 City °fru wila FIUTUITIV: IITUTSTON r' uJ LLJ _J 1%1, FILE COPY No, 6278 P. 23 ..440.14 ® 1 OF 17 PO4-4141 Feb. 6. 2006 1:20PM Peyton —Tom :a & AssoHiates No, 6278 P. 24 LOADS SNOW WIND SEISMIC $D$= SD1= R= Pg= 30 PSF Ce= 1 Ct= 1.2 I= 1 pf= 25 PSF SPEED= 85 MPH EXP.= C Kt= 1 Kz= 0.9 KD= 0.85 I= 1 COMPONENTS & CLADDING qz= 14.15 PSF 0.85 Cf: UB= 1.15 UB= 0.87 Cf= 0.476 CO Lt., . w o, ¢: w . Z �. UPLIFT ON DECK= 5.72 PSF z O Kz= 0.9 2 UPLIFT ON MWFRS= 5.72 PSF o , LATERAL ON FASCIA (PARAPET) 'U O - ; WINDWARD= 25.47 PSF H LEEWARD= 15.5 PSF w wE V= 1.2SDSV/R= 0.428 W TOTAL= 20.52 PSF AVG. w o U N DESIGN CATEGORY D 0 J z 89.13 % 47.20 % 2.5 FOR CANTILEVERED COLUMN L Feb, 6, 2006 1:20PM Peyton —Tom :a & Asso :iates Vo,6278 P. 25 MCE Parameters - Conterminous 48 States Zip Code - 98188 Central Latitude = 47.447736 Central Longitude = - 122.273462 Data are based on the 0.10 deg grid set Period SA (sec) ( %g) 0.2 133.7 Map Value, Soil Factor of 1.0 1.0 046.0 Map Value, Soil Factor of 1.0 MCE Parameters x Specified Soil Factors 0.2 133.7 Soil Factor of 1.00 1.0 070.8 Soil Factor of 1.54 Feb, 6.,2U06 1 - & Peyton -Tom :a & Associates SNOW DRIFT CHECK: Pg= 30.00 psf 1= 1.00 CeCt= 1.20 Pf=.7CeCtIPg= 25.20 psf ROOF WIDTH= 18.00 ft. 1.67 iu= 25.00 ft. hd= 1.25 ft. D= 17.90 pcf hb= 1.41 ft. DRIFT P= 4.80 PLF hc+hb= 1.67 ft. AT 0.69 FT. FROM FASCIA hd +hb= 2.65 ft. 2.81 FT. FROM BEAM hc= 0.26 ft. W= 6.02 PLF TO PURLIN W= 2.07 ft hc/hb= 0.18 DO NOT CHECK FOR DRIFTING OVERHANG= 3.50 MOMENT= 167.83 FT•LBS /FT DUE TO DRIFT 70.88 FT- LBS /FT DEAD W/ 15 PLF FASCIA 238.70 FT- LBS /FT D +S OK Pg= 30.00 psf I= 1.00 CeCt= 1.20 Pf= .7CeCtI Pg= 25.20 psf ROOF LENGTH= 20.67 ft. lu= 25.00 ft. hd= 1.25 ft. D= 17.90 pcf hb= 1.41 ft. hc+hb= 1.67 ft. hd +hb= 2.65 ft. hc= 0.26 ft. W= 2.07 ft he /hb= 0.18 DO NOT CHECK FOR DRIFTING ADDED WT.= 4.63 PSF PER FOOT= 2.24 PLF DIFFERENCE= -2.98 PSF 1ST RIB= 29.85 PSF SPAN= 11.00 FT 451.48 FT- LBS /FT OK 11/14/2005 Vo, 6278 P. 26 4- 2.07 -b. 29.83 psf ./--- 29.83 psf 1.67 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245 -4930 25.20 ft Feb. 6. ...."0 1:2C�PMA &PEyton_ -Tom :a & Asso:iates DECK DESIGN PROJECT: QTA FACILITY 18X20 -8 4 COLUMN CANOPY ROOF LOAD: 25.20 PSF LL 3.00 PSF DL DECK DESIGN: MA(d)= MA(I)= MA(w)= MB(d)= MB(()= MB(w)= Wd= WI= Ww= P1= P2= X1= X2= MA(d +I)= MA(d +w)= MB(d +I)= MB(d +w)= MAB(d +I) = MAB(d +w) = 28.20 PSF DL +LL 3.00 PSF 25.20 PSF -5.72 PSF 10.00 PLF 10.00 PLF 11.00 FT 3.50 FT 3.50 FT 53.38 FT- LBS /FT 154.35 FT- LBS /FT - 35.05 FT- LBS /FT 53.38 FT- LBS /FT 15435 FT- LBS /FT -35.05 FT- LBS /FT 373.15 FT- LBS /FT OK - 59.50 FT- LBS /FT OK 02/06/2006 No. 6278 P. 27 ^A 207.73 FT- LBS /FT OK RA(d +1)= 18.32 FT- LBS /FT OK RA(d +w)= 207.73 FT- LBS /FT OK RB(d +I)= 18.32 FT- LBS /FT OK RB(d +w)= USE 20 GAUGE ASTM A653 SQ GRADE 40 DECK +M= 623.25 FT -LB /FT -M= 457.13 FT- LBS /FT FY =40 KSI ( +M DECK PAN IN TENSION, -M PAN IN COMP.) 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245.4930 28.20 PSF 25.20 PSF LL -5,72 PSF WL AB P2 I v 1< - ---- - L---- -- ----- I <---- x2 - - >I RAd= RAI(MAX)= RAw= RBd= RAI(MAX)= RBw= 37.00 PLF 240.83 PLF - 51.50 PLF 277.83 PLF -14.50 PLF 37.00 PLF 240.83 PLF - 51.50 PLF 277.83 PLF -14.50 PLF fl Feb, 6. 2006 1:21PM Peyton -Tom :a & Asso :iates No, 6278 P. 28 CFS Version 3.5 Section: BRDECK40.sct BE$TWORTH- ROMMEL OR 40 DECK Section Inputs Material:: A653 SO Grade 40 No strength Increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength Fy 40 ksi Tensile Strength, Fu 55 ksi Warping Constant Override, Cw 0 In"6 Torsion Constant Override, J 0 inM Part 1, Thickness 0.0346 in (20 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 In Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.825 90.000 0.093750 None 0.000 0.000 0.313 2 1.250 180.000 0.093750 None 0.000 0.000 0.625 3 3.063 270.000 0.093750 Nested 0.000 0.000 1.531 4 16.000 180.000 0.093750 None 0.000 0.000 8.000 5 2.984 90.000 0.093750 Nested 0.000 0.000 1.492 6 1.016 0.000 0.093750 None 0.000 0.000 0.508 7 0.375 270.000 0.093750 None 0.000 0.000 0.188 Rev, Date: 1114/2002 Rev. Time: 10:33:36 AM Rev. By Phone: Fax 1 Feb. 6. 2006 1:21PM Peyton -Tom :a & Asso :iates No,6278 P. 29 CFS Version 3.5 Section: BRDECK40.sct BESTWORTH- ROMMEL OR 40 DECK Full Section Properties Rev. Date: 1/14/2002 Rev. Time: 10:33:36 AM Rev. By. Phone: Fax Area 0.85873 in"2 Wt. 0.0029197 k /ft Width 24.819 in Ix 1.058 in rx 1.110 in Ixy 0.518 in Sx(t) 0.4529 in y(t) 2.337 in a - 89.029 deg Sx(b) 1.4502 in y(b) 0.726 in Height 3.063 in iy 31.611 in ry 6.067 in Xo - 0.344 in Sy(1) 3.8225 in x(1) 0.270 in Yo -1.924 in Sy(r) 3.5337 in "3 x(r) 8.946 in ix 0.352 in Width 17.215 in jy 10.728 in X1 31.620 in ri 6.068 in X2 1.050 in r2 1.106 in Ic 32.670 in rc 6.168 in Cyr 45,519 in"6 Io 35.950 in xo 6.470 in .1 0.000343 in Fully Braced Strength - 1996 AISI Specification- Supplement 1 (ASD) Compression Positive Moment Positive Moment Pao 6.318 k Mexo 9.972 k -in Mayo 51.623 k -in Ae 0.28430 in Ixe 0.994 in Iye 23.392 ii "4 Sxe(t) 0.4163 in Sye(1) 3.6769 in Tension Sxe(b) 1.4742 in Sye(r) 2.1553 in Ta 20.568 k Negative Moment Negative Moment Memo 7.314 k -in Mayo 49.054 k -in Shear ixe 0.501 in "4 Tye 21.603 in "4 Vey 2.271 k Sxe(t) 0.3527 in Sye(1) 2.0480 in Vax 0.000 k Sxe(b) 0.3054 in Sye(r) 3.2402 in "3 Feb, 6,_2006N 1 :2 . 1.A &Pyton_ -Tom _a & Asso :iates DOUBLE OVERHANGING BEAM DESIGN PROJECT: QTA FACILITY 18X20 -8 4 COLUMN CANOPY 02/06/2006 No. 6278 P. 30 BEAM DESIGN: PURLIN 1 P1 P21 v 292.83 PLF v Wd= 52.00 PLF : ..... ; -- - .......- . .- Wt= 240.83 PLF "A ^B Ww= -51.50 PLF I L - - - -> 1 4---- X2 - - - >1 P1 d= 90 LBS P11= 0 LBS P1w= 0 LBS P2d= 90 LBS P21= 0 LBS P2w= 0 LBS L= 18.25 FT X1= 0.92 FT X2= 1.50 FT MA(d)= 104 FT -LB RAd= 607 LBS MA(I)= 101 FT -LB RAI(MAX)= 2424 LBS MA(w)=. -22 FT -LB RAw= -515 LBS MA(d+I)= 206 FT -LB tu= 0.92 FT RA(d +l)= 3031 LBS MA(d +w)= 83 FT -LB Iu= 0.92 FT RA(d +w)= 92 LBS MB(d)= 194 FT -LB RBd= 647 LBS MB(1)= 271 FT -LB RBI(MAX)= 2574 LBS MB(w)= -56 FT -LB RBw= -549 LBS MB(d +I)= 464 FT -LB Iu= 1.33 FT RB(d +I)= 3221 LBS MB(d +w)= 136 FT -LB lu= 1.33 FT RB(d +w)= 98 LBS MAB(d +I) = 12043 FT -LB iu= 9.33 FT MAB(d +w) = -80 FT -LB Iu= 1.33 FT SIGN CONVENTION: CANTILEVER; +M= COMPRESSION ON BOTTOM FLANGE SPAN; +M= COMPRESSION ON TOP FLANGE USE: W8X15 REF.AISC 9TH ED. 2 -175 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245 -4930 Feb, 6, 2006 1:21PM Peyton -Tom :a Peyton- Tomite & Associates Structural Engineers 954 Town & Country Road Orange, CA 92868 (714) 245.4930 Re r: KW use a 0602898 vet 5.9.0,1- Dee-2003 (c) 993 -2003 CNERCALC Engineering Software • Description CARRYING BEAM G eneral Information Steel Section : W8X15 Center Span Left Cant. Right Can( Lu : Unbraced Length Point Loads Dead Load Live Load Shat Term Location Summary 15,33 ft 0.00 ft 0.00 ft 15.33 ft #1 #2 0.647 0.647 2.424 2.424 2.167 13,167 Using: W8X15 section, Span ri 15.33ft, Fy = 36.0kst End Fixity = Pinned - Pinned, Lu = 15,33ft, LDF = 1.000 Actual Moment 7.097 k-ft fb : Bending Stress 7.217 ksl fb /Fb 0.710:1 Shear fv : Shear Stress fv /Fv [Force & Stress Summary Max. M + Max. M - Max. M !, Left Max. M © Right Shear @ Left Shear (g) Right Center Deli. Left Cant Deft Right Cant Deft ...Query Defl 7,10 k -ft 3.19 k 3.19 k -0.250 in 0.000In 0,000 in 0,000 ft 3.187 k 1.604 ksi 0.111 : 0.76 0.76 Reaction © Left 3.19 Reaction ® Rt 3.19 Fa calc'd per Eq. E2 -2, K "Ur> Cc I Beam, Major Axis, L/rT > (510,000 ` Cb / Fy)".5 , Fb per Eq. F1 -7 1 Beam, Major Axis, Fb per Eq. F1.8, Fb =12,000 Cb Af / (1 " d) & A$so :iates Vo,6278 P. 31 Title : Job # Dsgnr: Date: 1 ;35PM, 14 NOV 05 Description : Scope : Steel Beam Design Pinned- Pinned tam Wt. Added to Loads LL & ST Don't Act Together #3 #4 #5 #6 Allowable 10.001 kft 10.171 ksi 28.612 k 14.400 ksi Fy 36.00ks1 Load Duration Factor 1.00 Elastic Modulus 29,000,0 ksi Max. Deflection Length/DL Dell Length/(DL+LL Den) <_ These columns are Dead + Live Load placed as noted - >> LL LL +ST LL LL +ST et Center, Center Cants C ants 7.10 kft k -tt k -ft k -ft 3.19 k 3.19 k 4).063 -0.250 .0.063 0,000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 In 0,000 0.000 0.000 0,000 0.000 In 0,76 3.10 0.76 k 0.76 3.19 0.76 k Page 1 br$136.ecw:CelculaAene Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Note! Short Term Loads Are WIND Loads. #7 k k k ft Beam OK Static toad Case Governs Stress -0.250 In 2,909.1 : 1 736.8 :1 Feb, 6. 2006 1:21PM Peyton —Tom :a & Asso:iates Peyton-Tornita & Associates Structural Engineers 954 Town & Country Road Orange, CA 92868 (714) 245-4930 Rey 5430000 User; KW.0e4021330, Ver SAO, 1•Dec.2003 to)13-2003 EMERCALC Engineering Saila/ere Description CARPIYING BEAM Sketch & Diagram enema 3.1343k Vntax tank Scope: Steel Beam Design 15,3333 Mass • Y.0444 tem - 425vin Rea - 3.40714 %. 0. vows n=3.416 •. . .1 1 : 1 V) 457 .0.711 Title : Job 0 Dagnr. Date: 1:35PM, 14 NOV 05 Description: 1.41 LN 2 1.11 012 • 0.34 0.35 •-• 0.37 B,isIii g t 42 4.14 1.61 1.1S 10.11 1/.2, 1 h 13.3 Mineents ' DemnAem 4111 -0.01 •-• 4.03 -0.04 0 .0 04 4333 .0.130 Delletiion Location fft1 No. 6278 P. 32 Page 2 I lx5436.ecw:oalcutoons •••••••••.*.,•••••■•••■••••••■• NO? 1•••••■■••■••■tame*. ow. ••••4••■••••••04.1.•■•• ■•■•■••■•• IVONNIIMIWOWIS+WW.........14■104.11.01...a1 ■■ VIMV•■•■■1 1.42 4;Cf - 17 - 12/, .h 14.3 Location Ott .02 A 4.10 .4.1 .14 10.11 I I, 1 1 1 ).3 Location fttl to Feb, 6, 1:I1PM - &Peyton Tom :a & Associates CHECK PONDING:(AISC SECT. K2) PRIMARY W 8X15 SECOND W 8X15 Lp= 15.33 ft Ls= 18.25 ft S= 11.00 ft Ip= 48 inM4 Is= 48 inA4 Id= 0.7935 inA4 /ft > 0.366025 in ^4 /ft O.K. w Cs= 0.0813491 0, c.) Cp= 0.067254 o w= Cp +0.9Cs= 0.1404682 < 0.25 O.K. u THE ROOF SYSTEM IS STABLE AND NO FURTHER INVESTIGATION IS REQ'D. z a . o . Z � 0 - )- W - F U. ~O z 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245 -4930 11/14/2005 V0, 6278 P. 33 • Feb, 6, 20064.,1 :21PIA :a & Asso :iates PURLIN CONNECTION PRYING W 8X15 T= 805.250 LBS B= 8800.000 LBS d= 0.750 IN. bf= 4.015 IN. GAGE= 2.75 IN, tf= 0.315 IN, tw= 0.245 IN. b� 1.253 IN. a= 0.633 IN. IS a <= 1.25b? YES b'= 0.878 IN, a'= 1.008 IN. ROE= 0.871 d'= 0.813 IN. p= 2.008 IN. DELTA= 0.595 BETA= 11.399 ALPHA'= 1.000 treq'd= 0.221 OK tc= 0.925 ALPHA= 0.000 Q= 0 TOTAL T= 805 OK PURLIN CONNECTION PRYING W 8X15 T= 805.250 LBS B= 8800.000 LBS d= 0.750 IN. bf= 4.015 IN. GAGE= 2.75 IN. tf= 0.315 IN. tw= 0.245 IN. 1.253 IN. a= 0.633 IN. IS a <= 1.25b? YES b'= 0.878 IN. a'= 1.008 IN. ROE= 0.871 d'= 0.813 IN. p= 2.008 IN. DELTA= 0.595 BETA= 11.399 ALPHA'= 1.000 treq'd= 0.221 OK tc= 0.925 ALPHA= 0.000 0= 0 TOTAL T= 805 OK 11/14/2005 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245 -4930 Vo, 6278 P. 34 I2. Feb, 6. 20064. 1:21PM&A;Peyton —Tom :a & Asso:iates 02/06/2006 WIND MOMENT CALCULATION FASCIA HT.= TRIB. LENGTH= NO. OF FASCIAS= NO. OF COLUMNS= CLEAR HT.= COLUMN WIDTH= WIND PRESSURE= FASCIA WIND SHEAR PER COLUMN= COLUMN WIND SHEAR PER COLUMN= SEISMIC MOMENT CALCULATION Rmax= WIDTH= LENGTH= RHOc= RHO= 2.00 FT WIND SPEED= 10.33 FT EXPOSURE= 2.00 2.00 14.00 FT 8.00 IN. 20.52 PSF DEAD LOAD= 760 LBS PER COLUMN VE= 0.428 W 0:25. DESIGN SHEAR / TOTAL SHEAR • . • FT . .20,67 : FT AREA -2.15 RHQmin= 1.00 RHOrnax= 1.50 • 1.00 DESIGN EARTHQUAKE SHEAR= COLUMN HEIGHT= 15.25 FT I DESIGN EARTHQUAKE MOMENT= 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245 -4930 424.01 LBS AT 191.49 LBS AT 61 5.50 LBS 7700.60 FT -LBS BASE 325 LBS No. 6278 P. 35 85.00 C 15.00 FT • 7.00 FT MOMENT 372.00 FTA2 4959 FT -LBS Feb, 6. 20064 1:21P ,AS,Peyton -Tom :a & AssoJiate:i2/06 /2006 (DARE TUBE WIND COLUMN DESIGN: P(DL)= P(LL)= P(WL)= M(DL)= M(LL)= M(WL).= M(EL)=. USE: A= 1= S= r b= t= Fy K= L= KUr Cc= Fa= wit= Fb= 1.07 K 2,43 K -0.53 K 0,00 FT -K 0.00 FT -K 7.70 FT -K 4.96 FT -K TS$X8X3 /16 5.38 SQ.IN. 54.51 IN.M4 13.63 CU.IN. 3.18 IN. 8.00 IN. 0.17 IN. 46.00 KSI DL +SL: fa/Fa= F'ex= fb /Fb= fa/Fa+fb/Fb= .6DL +WL: fa/Fa= F'ex= fb /Fb= fa /Fa +fb /Fb= 2.00 15.25 FT 114.99 OK 111.55 11.29 41.98 SLENDER be>b OK 27.60 KSI FOUNDATION: (RESTRAINED AT GRADE) d ^2= (4.25 *M) /(S3 *b) M(MAX)= 7700.60 FT -LBS $3= b� d= OR USE: OR USE: As=12 *M /(jd *24000)= USE: USE: 200.00 PCF X d 3.00 FT 3.38 FT 3.79 FT 3.00 FT. SQ. X 3.00 FT. DIA. X 3 #4'S 8 #4'S fa(DL)= fa(LL)= fa(WL)= fb(DL)= fb(LL)= fb(WL)= fb(DL)= 0.06 11.29 KSI 0.00 0.06 OK 0.00 11.29 0.25 0.25 WL DEF.= ALL.DEF.= q(DL +SL)= 0.39 KSF q(A)= 1.50 KSF (1 KSF +20 % *(d -1)) OR q(DL +SL)= 0.49 KSF q(A)= 1.60 K$F (1 KSF +20 % *(d -1)) 3.50 FT. DEEP FOOTING 4.00 FT. DEEP FOOTING 0.14 SQ.IN. OR 0,16 SQ.IN. EA.FACE W/#3 TIES @12 "O.C. W/#3 TIES a@12 "O.C. 954 TOWN & COUNTRY ROAD, ORANGE. CA 92668 (714)245 -4930 0.20 KSI 0,45 KSI -0.10 KSI 0.00 KSI 0.00 KSI 6.78 KSI 4.37 KSI 0.65 OK 2.00 IN No. 6278 P. 36 SQ a©RD 14- Feb, 6,_20 ? ?M 0 yton — Tom:a & Asso :iates BASE CONNECTION: TOP OF COLUMN CONNECTION: AXIAL= 0,53 K MOMENT= 7.70 FT -K COL. WDTH.= 8.00 IN. A.B, SPC.N0,= an 1N. C-C BASE PL. TH.= 0.75 IN. z WELD SIZE= 3116 FILLET gl w re A 2 .B. TEN.= 4,16 K a 8.4, OK U PL. MOMENT= 16.66 IN -K N o PL. STRESS= 14.81 KSI w = ALLOW. Fb= 27.00 KSI OK -' N S(WELD)= 85.33 IN. ^2 fb(WELD)= 1.07 KLI Fb(WELD)= 2.70 KU OK N a = W F- 0 ZI- ll! 0 - 01- ILI LI LL. O .. z. U t O z PDL= 760.00 LBS PWL= - 531.96 LBS PNETr. 228.04 LBS 02/06/2006 USE: 4 -3/4 DIA. A307 BOLTS IN TENSION T= 57.01 LBS Ta= 8800.00 LBS �K USE: 3/4" X 9" X 1'2" PLATE M= - 171.03 IN -LBS fb= - 140.33 PSI 1.33Fb= 27000.00 PSI OK USE: 6" OF 1/4 FILLET EA. SIDE fweld= -19.00 PLI 1.33Fw= 3600.00 PLI OK 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245 -4930 No, 6278 P. 37 I S Feb. 6. 2006 1:22PM Peyton —Tom :a & Asso:iates No,6278 P. 38 PEYTON - TOMITA & ASSOCIATES PROJECT: CANOPY 954 TOWN & COUNTRY ROAD JOB NO. STANDARD ORANGE, CA 92868 DATE: 14- Nov -05 (714)245 -4930; FAX(714)245 -4933 DECK CLIP THE CLIP IS A 2112" LONG, 3/16" THICK CHANNEL WITH A 1/2" DIA. A307 BOLT. THE CLIP FITS UNDER THE DOUBLED LIP OF THE TWO ADJOINING DECK RIBS. MAXIMUM DECK RIB LOAD (P)= CLIP CAPACITY= DEAD LOAD= LIVE LOAD= 37.000 PLF 240.830 PLF 0,370 K 0.425 K OK 11, Feb, 6. 2006 1:22PM Peyton —Tom :a PEYTON-TOMITA & ASSOCIATES 1 954 TOWN & COUNTRY ROAD ORANGE, CA 92868 (714)245 -4930; FAX(714)245 -4933 LAST RIB CjCK: FASCIA WT.= LIVE LOAD= RIB LOAD= SPAN= MOMENT= RIB CAP.= REIN. CAP.= TOTAL CAP.= L2x2 CAP.= SCREW CAP.= # SCREWS= MOMENT= DEPTH= FLO. FORCE= 2% *FLG. F= STRAP T= SCREW V= & Asso :iates No. 6278 P. 39 1 0.00 PLF 25.20 PSF 28.80 PLF 11.00 FT 259,20 FT -LBS 311.63 FT -LBS PROJECT: CANOPY JOB NO. STANDARD DATE: 14-Nov -05 0.00 FT -LBS NA 311.63 FT -LBS OK 1.79 ' K TENSION 0.457 K SHEAR 2 1 2.04 FT -K 8.00 IN. 18.06 K 0.36 K 0.26 K 0.13 K NO REIN. REQ'D STRAP OK SCREWS OK Feb. 6. 2006 1:17PM Peyton -T Asso :iates Vo, 6278 P. 2 . _ v.. ,.. & ASSOCIATES 954 TOWN & COUNTRY ROAD ORANGE, CA 92868 (714)245 -4930, FAX (714)245 -4933 2003 IBC 25 PSF LL 85 MPH EXP. C WL SEISMIC D 48" FASCIA 16' -4 CLR. HT. REVIEWED FOR CODE COMPLIANCE stoonftucn FEB -- 9 7.005 City Of Tukwila fTl !TTfr�� a FILE COPY Permit No. to error, and omissions. 'thorize .d. saw c jsv, (Ar) , /►> BR5436 REV.1 Q Q• 0 1 OF 21 Pc4•447 a>,clx . _�_ T. M • 1 I N r �o. I ._. i . 4 t t 1 L s•c• 1 1 . _.... • A N I h Saw 9 .mel co, +/t /1•0 ! ■■ .9•.[ . .u-,u .o-.LI .11%11 .11-,11 -9-.F AmS .0 .0 .r5 Feb. 6. 2006 1:17PM Peyton -T Asso :iates Vo, 6278 P. 2 . _ v.. ,.. & ASSOCIATES 954 TOWN & COUNTRY ROAD ORANGE, CA 92868 (714)245 -4930, FAX (714)245 -4933 2003 IBC 25 PSF LL 85 MPH EXP. C WL SEISMIC D 48" FASCIA 16' -4 CLR. HT. REVIEWED FOR CODE COMPLIANCE stoonftucn FEB -- 9 7.005 City Of Tukwila fTl !TTfr�� a FILE COPY Permit No. to error, and omissions. 'thorize .d. saw c jsv, (Ar) , /►> BR5436 REV.1 Q Q• 0 1 OF 21 Pc4•447 Feb. 6. 2006 1:17PM Peyton —Tom :a & Asso :fates Vo.6278 P. 3 LOADS SNOW WIND Pg= 30 PSF Ce= 1 Ct= 1.2 I= 1 pf= 25 PSF z w SPEED= 85 MPH 6 D EXP.= C 0 UO Kzt= 1 cn Q Kz= 0.9 w = . J H KD= 0.85 u) W la 1 w O COMPONENTS & CLADDING 2 qz= 14.15 PSF g u. Q 0= 0.85 N D Cf: UB= 1.15 D. CJ US= 0.87 Cf= 0.477 z • , i UPLIFT ON DECK= 5.73 PSF z O Kz= 0.9 2 _, UPLIFT ON MWFRS= 5.73 PSF 0 o LATERAL ON FASCIA (PARAPET) 0 -; WINDWARD= 25.47 PSF w �- LEEWARD= 15.56 PSF w` U t TOTAL= 20.52 PSF AVG. L i - : ~ O 'u; z U N z SDS= 89.13 % DESIGN CATEGORY D SD1= 47.20 % R= 2.5 FOR CANTILEVERED COLUMN V =1.2SDS *WIR= 0.428 W 2. Feb, 6. 1 - & Peyton - Tom :a & Asso :iates SNOW DRIFT CHECK: Pg= 30.00 psf I= 1.00 CeCt= 1.20 Pf=.7CeCtIPg= 25.20 psf ROOF WIDTH= 66.00 ft. Iu= 66.00 ft. hd= 2.15 ft. D= 17.90 pcf hb= 1.41 ft. hc+hb= 3.67 ft. hd +hb= 3.56 ft. hc= 2.26 ft. W= 8.61 ft he /hb= 1.60 Check for drifting 1- 8.61 ---111. A t 63.73 psf 3.56 . OVERHANG= 3.50 MOMENT= 358.38 FT- LBS /FT DUE TO DRIFT 88.38 FT- LBS /FT DEAD WI 20 PLF FASCIA 446.76 FT LBS /FT D +S OK Pg= 30.00 psf I= 1.00 CeCt= 1.20 Pf =.7CeCtIPg= 25.20 psf ROOF LENGTH= 76.92 ft. 1u= 76.92 ft. hd= 2.32 ft. D= 17.90 pcf hb= 1.41 ft. he +hb= 3.67 ft. hd +hb= 3.73 ft. hc= 2.26 ft. W= 9.57 ft he /hb= 1.60 Check for drifting 3.67 01/17/2006 Vo. 6278 P. i. .�-- -- 9.57 ---,► 65.63 psf ADDED WT.= 40.43 PSF PER FOOT= 4.23 PLF DIFFERENCE= - 28.18 PSF REINFORCE LAST 5 RIBS EA END 5TH RIB= 40.45 PSF SPAN= 12.00 FT 582.54 FT- LBS /FT OK 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245 -4930 2 .20 Feb. 6._2906N 1;17PI A &Peyton_ -Tom _a & AssoHates DECK DESIGN PROJECT: QTA FACILITY 66X76 -11 9 COLUMN CANOPY ROOF LOAD: DECK DESIGN: M(d +I)= 507.60 FT- LBS /FT OK M(d +w)= -49.19 FT- LBS /FT OK DECK DESIGN: Wd= 3.00 PSF WI= 25.20 PS F Ww= -5.73 PSF L= 12.00 FT Md= 54,00 FT- LBS /FT Rd= 18.00 PLF MI= 453.60 FT- LBS /FT RI= 151.20 PLF Mw= - 103.19 FT- LBS /FT F7w= -34.40 PLF FASCIA LOAD: 20.00 PLF Wd= 3.00 WI= 25.20 Ww= -5.73 P= 20.00 L= 11.92 X= 3.50 Md(@ OH)= 88.38 MI(@a OH)= 154.35 Mw(© OH)= -35.11 MOH(d +I) = 242.73 MOH(d+w)= 53.26 MSP(d +I) = 457.36 MSP(d+w)= -78.79 25.20 PSF LL 3.00 PSF DL 28.20 PSF DL +LL PSF PSF PSF PLF FT FT I v FT- LBS /FT RBd= 10,46 PLF FT- LBS /FT RBI= 150.15 PLF FT- LBS /FT RBw= -31.21 PLF FT- LBS /FT OK FT- LBS /FT OK FT- LBS /FT OK FT- LBS /FT OK USE 20 GAUGE AVM A653 SO GRADE 40 DECK 02/06/2006 'I�. 6278 P. 5 28.20 PSF �:...._...... _........... • 1 R(d +I)= 169.20 PLF R(d +w)= -16.40 PLF A L-------->l 28.20 PSF 25.20 PSF LL -5.73 PSF WL ^A ^ B I<-----X- -> 1< L >1 +M= 623.25 FT -LB /FT -M= 457.13 FT- LBS /FT FY =40 KSI ( +M DECK PAN IN TENSION, -M PAN IN COMP.) 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245 -4930 RAd= 55.79 PLF RAI= 251.30 PLF RAw= -57.17 PLF RA(d +I)= 307.09 PLF RA(d +w)= -1.38 PLF RB(d +I)= 160.61 PLF RB(d +w)= -20.75 PLF 4- u.:�li.JU.:'.�+:i. w'w.ia1A:n.74w.e ✓. w:'.»tr.. 1 Feb. 6. 2006 1:18PM Peyton - Tomita & Associates Structural Engineers 954 Town & Country Road Orange, CA 92868 (714) 245.4930 Rev: 510000 User: KW-0602e36, We 5.0,0, 1.0x- 21003 (01003 -2003 EN2RCALC tminoaring Software Description OUTSIDE PURLIN -DEAD + SNOW + DRIFT { General Information Steel Section : W16X31 Center Span Left Cant. Right Cant Lu : Unbraced Length i Distributed Loads #1 # 2 DL 0.456 LL ST Start Location End Location 50.000 Trapezoidal Loads #1 DL @ Left DL @ Right 0.363 Point Loads Dead Load Live Load Short Term Location Summary #1 0.177 50.000 Using; W16X31 section, Span = End Fixity = Pinned-Pinned, Lu Moment fb : Bending Stress fb /Fb Shear fv : Shear Suess fv / Fv lForce & Stress Summary Peyton -Tom :a & Asso :iates Title : Dsgnr: Description : 1 xlmim 77.95 k -ft Max. M + Max. M. Max. M @ Left Max. M @ Right Shear et Lett 6.29 k Shear 0 14 Right 10.75 k Center Dee. -0.591 in Left Cant Deft 0.000in Right Cant Defl 0,826 in ...Query Den @ 0.000 It 35.00 ft 0.00 ft 16.00 It 9.00 ft LL Left LL @ Right #2 #3 #4 35,00ft, Fy = 50.0ksi, Left Cant. = 0.00ft, Right Cant, = 15.00ft = 9.00ft, LOF = 1.000 694s _ , Allowable , 77.953 k -ft 92.311 k -ft 19.819 ksi 23,469 ksi 0.844 1 10.749 k 2.461 ksl 0.123 :1 DL _Only 40.68 -77.95 -77,95 6.29 10.75 -0.591 0.000 -0.825 0.000 Scope Steel Beam Design Pinned - Plnned Bm Wt. Added to Loads LL & ST Don't Act Together #3 #4 87.340 k 20.000 ksi Code Ref: AISC 9th ASO, 1997 UBC, 2003 IBC, 2003 NFPA 5000 SY 01 Left ST @ Right 0.000 -0.591 0.000 0.000 0.000 -0.825 0.000 0.000 #5 #5 Reaction Left 6.29 6.29 6.29 Reaction @ Rt 19.97 19,07 19.97 Fa calc'd per Eq. E2.2, K*Ur > Cc I Beam, Major Axis, (102,000' Cb / Fy)",5 <= UrT <= (510,000 *Cb / Fy) ^.5 , Fb per Eq. F1 - 6 Page 1 tx54315 ecw:9 COLUMN Fy 50.00 ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0 ksi Note! Short Term Loads Are WIND Loads. #6 Note! Short Term Loads Are WIND Loads, k/ft Start 40.430 ft k/ft End 50.000 ft Note! Short Term Loads Are WIND Loads. 0.000 0.000 0.000 0.000 #6 Beam OK Static Load Case Governs Stress Max, Deflection Length/DL Daft Length/(DL+LL Defl) Jo, 6278 P. 6 Job # Date: 3:42PM, 17 JAN 06 #7 k/ft k/ft k/ft ft It #7 k k k ft r «• These columns are Dead + Live Load placed as noted ••» LL LL+ST LL LL+ST (� ¢ @ntgr t r a Cpnts a Cants k -ft k -ft k•ft k-ft k k -0.591 in 0.000 in -0.825 in 0.000 in 6.29 k 19.97 k 0.825 in 436.4 1 430.4 :1 lni9 `1S1V.: Feb. 6. 2006 1:18PM Peyton- Tomita & Associates Structural Engineers 954 Town & Country Road Orange, CA 9269$ (714) 245-4930 Rev, 580000 User: KW-0602838 Ver 5.0.0,1- Dec -2003 (c)1983.2003 ENERCALC Engineering Software • Description OUTSIDE PURLIN -DEAD + SNOW + DRIFT Sketch & Diagram 1 81TTk 04 4 1i11,l 11, iilliiiii ljril111)1Ililtliiflliif " SUM t c7 FrmOr - 6.2651t Vmm ®kl = a295a ut M. - T .0141 Peyton —Tom :a & Asso :iates Vo.6278 P. 7 Title : Job # Dsgnr: Date: 3:42PM, 17 JAN 06 Description : 161 Steel Beam Design Mnl a richt =71.WJWt At1rx = 19.00* V.nxt 5 it =10.74* bet A rant eni = .0.024811 Scope : 4 .D.DO -0.18 20.34 — P� Y • 11 -- -25 - -- • .11 t -3878 I r - X�5411.00p7� 1.Tt :O f O - 1 t2 1.81 i is iitt 2 .04 2 32 1434 B511tling 611mients tO 2 14 •z.xs in ADD 0 .110.11 .t4 .95 i It 2 .94 2 .02 2 .54 3 .00 4 it X0.0 Location an Location (H1 M . 0/.y .3 3^ .4 ,, 6 •• L.ilil , t .3.o o m 422 • [Fetloc $ 4.82 4.84 14 tilt 2 .96 2 .9j 39.11 Location (Hl Page 2 br5436.ccw9 COLUMN 3 .54 ,1 ,4.I Feb, 6. 2006 1:18PM Peyton -Tom :a & A$so:iates Peyton- Tomita & Associates Title : Structural Engineers Dsgnr: 954 Town & Country Road Description Orange, CA 92868 (714) 245-4930 , Rev. 560o00 • Lim: KW-0002836 ver r,.8.o, 1- DK•2003 Steel Beam Design tc 1 3 4003 CNERCALC Engineering Sotw re Description SHORT OUTSIDE PURLIN -DEAD + SNOW + DRIFT General Information Stool Section : W14X22 Center Span Left Cant. Right Cant Lu : Unbraced Length D 'Fstributed Loads s� _1111=11111111W #1 DL 0.456 LL ST Start Location -0.917 End Location 26.000 Trapezoidal Loads #1 DL Left DL Right [point Loads 0.363 25.00 ft 0.92 ft 1.00 ft 8.33 ft #2 #3 #4 #5 #6 #7 U.. 0 Left LL Right `a11F1r�atF>rF>rrrFF�. #1 #2 Dead Load 0.177 6.295 Live Load Short Term Location -0,917 26.000 S ummary I Beam OK S tatic L oad Case Governs Stress Using: W14X22 Section, Span = 25.0Oft, Fy = 50,0ksi, Left Cant. = 0.92ft, Right Cant. = 1.00ft End Fixity = Pinned - Pinned, Lu = 8.338, LDF = 1.000 Actual Allowable Moment 36.044 k -ft 55.285 k -ft Max. Deflection -0.692 In fb : Bending Stress 14.915 ksi 22.877 ksi Length /DL Deft 263,8: 1 fb / Fb 0.652 :1 Length /(DL +LL Den) 263.8: 1 Shear fv : Shear Stress fv / Fv Force & Stress Summary Maximum 36.04 k -ft Max. M + Max. M - Max. M 0 Left Max. M Right She 0 Left 6.99 k Shear @ Right 6.72 Is 6.991 Is 2.212 ksi 0.111 : 38.04 -6,53 -0.51 -6.53 6,99 6.72 #3 Scope Pinned - Pinned Bm Wt, Added to Loads LL & ST Don't Act Together ST 0 Left ST 0 Righl #4 53204 k 20.000 ksi No. 6278 P. 8 Job Date; 3:44PM, 17 JAN 06 Page 1 br5438.eew.9 COLUMN Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Fy 50.00 ksi Load Duration Factor 1,00 Elastic Modulus 29,000.0 ksi Note! Short Term Loads Are WIND Loads. kilt kilt k/ft ft ft Note! Short Term Loads Are WIND Loads. kilt Start -0.917 ft k/ft End 8.653 ft Notel Short Term Loads Are WIND Loads. I #5 #6 #7 k k k ft «-- These columns are Dead 4 Live Load placed as noted DL LL LL +ST LL LLtST ay Center Center Acats., (c� Cants k-ft k -ft k -ft k -ft k k Center Den. -0.692 in -0.692 0.000 -0.592 0.000 •0.692 in Left Cant Deli 0.083in 0.083 0.000 0.083 0.000 0.083 In Right Cant Defl 0.090 In 0.090 0.000 0.090 0.000 0.090 In ...Query Defl 0 0.000 ft 0.000 0.000 0.000 0.000 0.000 in Reaction 0 Left 7.92 7.92 7.92 7.92 It Reaction © Rt 13.15 13,16 13.15 13.15 k Fa calc'd per Eq. E2 -2, K"Ur > Cc I Beam, Major Axis, (102,000' Cb I Fy) ".5 <= UrT <_ (510,000 ' Cb I Fy) ".5 , Fb per Eq. F1-6 +..w..rdw4.141,1 ., . y•;x; "i.GVu'.p'Jaa L.iu.7at,'e:s:.u irrsiwii:ri:srdw.,hun.,nt. =,:. t,:,.. F.:., ... Feb, 6. 2006 1:18PM Peyton —Tom :a & Asso:iates Peyton-TomIte & Associates Structural Engineers 954 Town & Country Road Orange, CA 92868 (714) 2454930 kw MOW Use KW-0002$36. Vor SAO, I-Dec-2003 Steel Beam Design e 1083-2003 ENERCAI.0 Engrwering Salwate Sketch & Diagram — 11111‘ otr" Wiwi 0 lift= 051 It-11 Rmox .7.923k Vmax WI 0191k gt loft awl LI 4■011314n Zit Alm= T. 30.01A Om= • -0.Iggin t 'Title: Dagnr: Description: Scope : Description SHORT OUTSIDE PURLIN-DEAD + SNOW + DRIFT MI= 111111 36 11 E2051( WM, Po 03441m Flii t ts y ".. o i.39 obinn ij mments heal LA 4.31 No. 6278 P. 9 Job# Date: 3:44PM, 17 JAN 06 JO 1 .44 .11 Location cal Page 2 br5430,ccw.9 COLUMN .44 0.44 .11 lt.41 2 /1 2 .21 243 Location (ftl 2 41 Z .21 24.5 41.00 -0/0 18 -0.02 L ...N. 4. 24 .;.30 4.00 that 11AO it Z 5 DotlocTion Location (ftt Feb. 6. 2006 1:18PM Peyton -Torn :a & Asso :iates Title : Dagnr: Descdption Peyton•Tomita & Associates Structural Engineers 954 Town & Country Road Orange, CA 92868 (714) 245.4930 Rev: 5EO0(0 I Ueer. KW.06C233e Yee 5.0.0, I- Dec .2003 (e 1903.2003 ENE E neineeri • Sv ware Description CARRYING BEAM AT GRID LINE 1 D +S +DRIFT General information Steel Section : W16X31 Center Span Left Cant. Right Cant Lu : Unbraced Length Point Loads #1 42 #3 Dead Load 7.923 7.125 7.008 Live Load Short Tenn Location -1.833 Using; W16X31 section, Span = End Fixity = Pinned - Pinned, Lu Moment ib: Bending Stress fb /Fb Shear fv : Shear Stress tv /Fv Force & Stress Summary Max M + Max. M - Max. M t? Left Max M Right Shear a Left Shear @ Right Center Dell, Left Cant Deft Right Cant Deft ..,Query Dell 28.00 It 1.83 ft 0.00 It 12.00 ft 10.063 22.000 28.00ft, Fy = 50,0ksi, Left = 12.00ft, LDF 1.000 Actual 54.565 k-ft 13.873 ksi 0.876 :1 7.955 k 1,829 ksi 0.091 : 1 DL Maximum Only 54,57 k -tt 54,57 -14.57 -14.57 7.98 k 7,98 7.99 k 7.99 - 0.696 in -0.696 0.123 in 0.123 0.000 in 0.000 0.000 ft 0.000 Reaction @ Left 14.99 14.99 Reaction ® Rt 7,99 7.99 Fa calc'd per Eq. E2 -2, KIJ > Ce I Beam, Major Axis, UrT > (510,000' Cb I Fy) ^.5 , Fb per Eq. F1-7 Scope : Steel Beam Design Pinned - Pinned Bm Wt. Added to Watts LL & ST Don't Act Together Notel Short Term Loads Are WIND Loads. *4 t15 *6� Cant. = 1.83ft, Right Cant. = 0.00ft Allowable 62,304 k -ft 15.840 ksi 87.340 k 20.000 ksl 0.000 -0,696 0.000 0.123 0.000 0.000 0.000 0.000 14.99 7.99 Fy Load Duration Factor Elastic Modulus 0.000 0.000 0.000 0.000 No, 6278 P, 10 Job # Date: 3 :51PM, 17 JAN 06 Max. Deflection Length/DL Defl Lengthl(DL +LL Den) «-- These columns are Dead + Live Load placed as noted -» LL LL +ST LL LL +ST [d! Center, Cgs Center @ Cants Cants k -ft k -ft k -ft k -ft k k -0.696 In 0.123 in 0.000 in 0.000 in 14.99 k 7.99 k Page 1 br5136.eawe COLUMN Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 I 50,00ksi 1,00 29,000.0 ksi #7 k k k ft Beam OK Static Load Case Governs Stress -0.696 In 358.4 : 1 358.4 ; 1 Feb, 6. 2006 1:19PM Peyton —Torn :a & As so: iates o. 6278 P. 11 Peyton- Tomite & Associates Title : Job Structural Engineers Dsgnf: Date: 3:51 PM, 17 JAN 06 Description : 954 Town & Country Road Orange, CA 92868 (714) 245.4930 Rev. 550000 Ueer KW-0602834 Vcr 510,1•Det -2003 ( C)1983 -2OC3 ENEACALC Engineering Sdtwtre Scope Steel Beam Design Description CARRYING BEAM AT GRID LINE 1 D +S +DRIFT [Sketch & Diagram /.V23k it 25k Mndr ® len • 14.57k.! Arno - 14, 5k v ® kit '.7.Q1 ek COO k.11 ero r -0.1227in 2811 menu= Orme=.Q49Gh tcvek 221.M 4 20.40 13.54 ez �. r Bliiilli biniri8111s 7.02 531 421 Rn :I.ee7k 740 VmM �ltt•7.' � id •7.19 vi Be.1111 %115.11 LOcctlon f Rl Page 2 br5436.e049 COLUMN ID .wJ fiat itttttttt t i tr fiat itAG ii.ii 2 J 2 2. t4 2 fftl i.$8 .ii 1L$4 1l.14 411J 2$,t. 2.N 2 .*4 2t$ Localon rftl -0Do P o . n .0 -8.,44 , -032 rr 0 0 /311 0 ...n1 balled i4ut J: xi..«.,:, x. a.: iH:` u:.t.; La.: w. i.+,:. i.: a:::: i. �.: l..;. �.: �,. L: u: i:.:.,.;+ wi. n. )�::',r'L:L•::;:J+'cci�...:1.. Feb. 6. 2006 1:19PM Peyton- Tomita 8 Associates Structural Engineers 954 Town 8 Country Road Orange, CA 92865 (714) 245.4930 I FUN: 580000 uwr: KW- 0602M vet sa.0,1-oec-zo03 Steel Beam Design (o)19e3.2003 ENERCALC gnaineering Satiiiht MIIMMEMMEMMEMEM Description CARRYING BEAM AT GRID LINE 2 D+ UJNBAL S [General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Steel Section : W16X36 Fy 50.00ksi Pinned - Pinned Load Duration Factor 1.00 Bm Wt, Added to Loads Elastic Modulus 29,000,0 ksi LL & ST Don't Act Together Point Loads #1 # 2 #3 Dead Load 2.210 1,460 1,690 Live Load 7.960 9.520 9,550 1 Center Span Left Cant Right Cant Lu : Unbraced Length Short Term Location -1.833 Summary Using: W16X36 section, Span = End Fixity = Pinned - Pinned, Lu Moment tb : Bending Stress fb / Fb Shear fv : Shear Stress fv(Fv Force & Stress Summary • >.• rrt�wwta. Max. M + Max. M - Max. M Left Max. M (0 Right Shear 8 Left Shear @ Right Center Deft. Left Cant Den Right Cant Dell ,,,Query Deft rg Peyton -Torn :a & AssoH ates Title Dsgnr: Description 28.00 ft 1.83 ft 0,00 ft 12.00 ft 10.083 22.000 28.O0ft, Fy = 50.0ksi, Left = 12,00ft, LDF =1.000 AoIual_ 95.694 k-ft 20.324 ksi 0.893 : 13.143 k 2.809 ksi 0.140 : 1 DL LL Maximum Only , Qent9r 95,69 k -it 13.91 95.69 - 4,11 -4,11 - 4.11 -4.11 1023 k 2.27 10.09 13.14 k 2.21 13.14 •1,021 in -0,153 -1.021 0.2031n 0.027 0.203 0,000 in 0,000 0.000 0.000 ft 0.000 0.000 Scope : Cant, = 1.83ft, Right Cant. = 0.00ft Allowable 107.155 k -ft 22,759 ksi 93.574 k 20.000 ksi Reaction (4) Left 20.84 4.22 12.36 Reaction CO Rt 13.14 2.21 13,14 Fa acid per Eq. F2 -2, K'Ur > Cc I Beam, Major Axis, (102,000' Cb 1 Fy) ".5 <= I/rT <_ (510,000 * Cb / Fy) ".5 , Fb per Eq. F1.6 Max. Deflection Length/OL Defl Length/(DL+LL Deft) No, 6278 P. 12 Job # Date: 4:01 PM, 17 JAN 06 Note! Short Term Loads Are WIND Loads. #4 #5 #6 #7 k k k ft Beam OK Static Load Case Governs Stress <..- These columns are Dead + Live Load placed as noted -- » LL+ST LL LL +ST (fil Center a Cants a('t Cants 9.47 k -ft -18.70 k -ft -18.70 k -ft k -ft 1023 k 1.69 k -0.153 - 0.063 -0.153 in 0.027 -0,009 0.027 in 0.000 0.000 0.000 in 0,000 0.000 0,000 in 4.22 12,70 4.22 k 2.21 1.69 2.21 k Page 1 I br5436.eaw:9 COLUMN •1.021 in 1,656.9 :1 216.6 :1 Feb. 6. 2006 1:19PM Peyton —Toni :a & Asso:iates No. 6278 P. 13 Peyton- Tomlta & Associates Structural Engineers 954 Town & Country Road Orange, CA 92868 (714) 245 -4930 Rev: 580000 User: KW-0802836, Ver0.00, 1-Poo-2003 (c)1993.2001 ENERCN.0 En inewirg Software Steel Beam Design Description CARRYING BEAM AT GRID LINE 2 D+ UNBAL S Sketch & Diagram leememi nat + jj 17.9' 1.171. i0 t1ltl. t1.24 10.43 em ' t 1;74 r 0 1.i ; S E ,4�i.. $eIb'lilil lfttl, i ii i Mm, 8100. 1e.7014 Rmat ■ 20.043k Vm* ®W Dee p X11 M4 = - 0.2031X1 aM Mom a 0E1kk ]mat = 4.021h Title ; Job # Dsgnr, Date: 4:01PM, 17 JAN 06 Description ; scope : f 1.63 LSE 0 Rmae = 13,143k r ., 0. Vmatp = l3..- 0.45 1 .0.01 :1.x Be.uu . i10dt at ,,t f Page 2 Er5438.ecvn9 COLUMN 47 its& 1 1LI, 2.8.+ 2 81 2.31 29.$ Location (ft 2441 2 t, 11.10 21.$, 2 .11 Location (ril .t r:4;'•.`.i Feb. 6. 2006 1:19PM Peyton -Toni :a & Associates No. 6278 P. 14 Peyton - Tomita & Associates Title : Job # Structural Engineers Dsgnr: Date: 3:53PM, 17 JAN 06 954 Town & Country Road Description : Orange, CA 92868 (714) 245 -4930 1 RBY. 560000 Ueer:KW-0502636, Vw SAO, i.olx-2oto Steel Beam Design 1 (e)1983 -2003 ENERCALC EnylneerrJ srftw&e __ Description CARRYING BEAM AT GRID LINE 3 D+S +DRIFT General Information Steel Section : W16X40 Center Span Left Cant. Right Cant Lu : Unbraced Length `Point Loads ..nrrr�.ru• Dead Load Live Load Short Term Location Summary Using: W16X40 section, Span a 28.00ft, Fy = 50.0ksi, Left Cant. =1.83ft, Right Cant. = 0.00ft End Fixity = Pinned - Pinned, Lu = 12.00(t, LDF = 1.000 Actual Allowable Moment 123.885 loft 124.571 k -ft fb : Bending Stress 22.977 ksi 23.104 ksi 1b /Fb 0.994:1 Shear fv : Shear Stress fv/Fv Force & Stress Summary 28.00 ft 1.83 ft 0.00 ft 12.00 ft #1 9.968 1 6.718 8619 -1.833 10,083 22.000 20.037 k 4,103 ksi 0.205 : 1 DL Ma L um , Only Max. M + 123.88 k -tt 123,88 Max. M - -36.67 Max M Left -36.67 Max. M @ Right Shear Q Left 20.04 k 20.04 Shear Right 18.33 k 18.33 Scope: 97,661 k 20.000 ksi Page 1 I br5438 ecvw.9 CQLUMN Code Ref: Al SC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 I Fy 50.00 ksi Pinned- Pinned Load Duration Factor 1.00 em Wt. Added to Loads Elastic Modulus 29.000.0 ksi LL 8 ST Don't Act Together Note! Short Term Loads Are WIND Loads. 1 #4 #5 #6 #7 k k k ft Beam OK Static Load Case Governs Stress Max. Deflection Length/DL Den Length/(DL +LL Deft) «- These columns are Dead + Live Load placed as noted - }> LL LL +ST LL LL+ST a Center a Center jaLcants Cants k -ft k -ft k -ft k -ft k k Center Den. -1.146 in -1.146 0.000 .1.145 0.000 -1.145 in Left Cant Deft 0.200 in 0.200 0.000 0.200 0.000 0.200 in Right Cant Den 0.000 in 0.000 0.000 0.000 0.000 0.000 in ...Query Dee © 0.000 ft 0.000 0.000 0.000 0.000 0,000 in Reaction @ Left 36.17 36.17 36.17 35.17 k Reaction rai Rt 18,33 18,33 18.33 18.33 k Fa calc'd per Eq. E2-2, nil' > Co I Beam, Major Axis, (102,000' Cb J Fy) ".5 <= L/rT <= (510,000' Cb I Fy) ^.5 , Fb per Eq. F1.6 -1.145 in 220.0: 220.0 : 1 Feb, 6. 2006 1:19PM Peyton —Tom :a & Asso :iates Vo.6278 P. 15 Peyton- Tomita & Associates Structural Engineers 954 Town & Country Road Orange, CA 92868 (714) 245 -4930 R. 580000 User. KW-0692830. Vet 5.A.o,1 -0ec -2003 Steel Beam Design . (o11963-2003 ENERCALC Engneerinp 6oftwwe Description CARRYING BEAM AT GRID LINE 3 D +S +DRIFT 1-Sketch & Diagram MmaxntIC11= 26.671.1 Rtnax - 46.171 k Vnwr m dl - 20.0371 D1418 kit ant- -0.148111 16.7111R 10.6191 cart 1 Mama =123./k.a Onus =.1.1454 Title: Job # Dagnr: Date: 3:53PM, 17 JAN 06 Description : Scope: 117.$$ 77.42: ..... _..y - ......._�._ 01,04 _r.. —_ ' • CIA 1 433 •31.11 Bth111p1� Mi110 @tats Rnax =18.350k ,.� 7,73 1....... Vmaoc =1B. :v + 41 1 11 .12.02 in -VIM Boatu , (M,11 1.11 11.$1 11.16 13A6 1 24.b 2 .81 21.84 2 .8 Location fttl fi.J - 81 1.81 t4.16 fit, 26.t, 21.8a .t1 21.8 Location f ttl .it i$I Page 2 br5436.9cw.9 COLUMN 1- �aaamaa�a� �i�o�� �>•�aaaararl r - D.14,- .......... �. i CC V. - a •111111•1111111111111Milig .r1� M •U4 Detleaint1 11,11 1.86. 1i,t, 20,1, 2.24 Locution lttl .81 2l.t Feb. O 1 19P14 & Peyton :a & Asso:iates CHECK POND PRIMARY W 16X36 SECOND W 16X31 01/17/2006 Vo, 6278 P. 16 Lp� 28.00 ft Ls= 30.50 ft (AVG) S= 12.00 ft Ip= 448 in "4 z Is= 375 in ^4 Id= 0.8205 inM4 /ft } 0.5184 in "4 /ft O.K. w re Cs= 0.0886134 p Cp.= 0.1339072 wi Cp +0.9Cs= 0.2136592 < 0.25 O.K. u. -_- w O THE ROOF SYSTEM IS STABLE_ ND NO FU RTHER INVESTIGATIQN IS REQ'D co a = W _ Z �. I- o Z uj 0 - CI I 0 I- rz. u. O w z, o' z 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245 -4930 Feb, 6._2j06 -Tom :a & Asso :iates PURLIN CONNECTION PRYING W 16X31 T= 4992.000 LBS B= 8800.000 LBS d= 0.750 IN. bf= 5.525 IN, GAGE= 2.75 IN. tf= 0.44 IN. tw= 0.275 IN, b= 1.238 IN. a= 1.388 IN. IS a < =1.25b? YES b'= 0.863 IN. a'= 1.763 IN. ROE= 0.489 d'= 0.813 IN. p= 3.498 IN. DELTA= 0.768 BETA= 1.559 ALPHA'= 1.000 treq'd= 0.334 OK tc= 0.589 ALPHA= 0.023 Q= 299 TOTAL T= 5291 OK PURLIN CONNECTION PRYING W 16X40 T= 4992.000 LEIS B= 8800.000 LBS d= 0.750 IN. bf= 6.995 IN. GAGE= 3.5 IN. tf= 0.505 IN. tw= 0.305 IN. b= 1.598 IN. a= 1.748 IN. IS a < =1.25b? YES b'= 1.223 IN. a'= 2.123 IN. ROE= 0.576 d'= 0.813 IN. 2.763 IN. DELTA= 0.706 BETA= 1.324 ALPHA'= 1.000 treq'd= 0.455 OK tc= 0.789 ALPHA= 0.547 Q= 3841 TOTAL T= 8833 OK 01/17/2006 Vo.6278 P. 17 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245 -4930 IL Feb, 6_, 2(106j..1_ &A;Peyton —Torn :a & A so:iates 02/06/2006 WIND MOMENT CALCULATION FASCIA HT.= TRIB. LENGTH = NO. OF FASCIAS= NO. OF COLUMNS= CLEAR HT.= COLUMN WIDTH= WIND PRESSURE= FASCIA WIND SHEAR PER COLUMN= COLUMN WIND SHEAR PER COLUMN= SEISMIC MOMENT CALCULATION Rmax= WIDTH= LENGTH= RHOc= RHO= DESIGN EARTHQUAKE SHEAR= COLUMN HEIGHT= 17.92 FT DESIGN EARTHQUAKE MOMENT= 4.00 FT WIND SPEED= 36.13 FT EXPOSURE= 2.00 3.00 16.00 FT 12.00 1N. 20.52 PSF 1.00 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245-4930 1976.44 LBS AT 328.27 LBS AT 204,71 LBS 38202.07 FT -LBS BASE DEAD LOAD = 6496 LBS PER COLUMN VE= 0.428 W 0:16 DESIGN SHEAR / TOTAL SHEAR 66:67 FT r'. 76:92 FT AREA 0.22 RHOmin= 1.00 RHOmax= 1.50 2779 LBS Vo.6278 P, 18 85.00 C 18.00 FT 8.00 FT MOMENT 5127.78 FTA2 49795 FT -LBS �4 Feb. 6._,2Q 1:20PM,ASEPeyton -Tom :a & Asso :iates2/06 /2005 Vo.6278 P. 19 SQUARE TUBE WIND COLUMN DESIGN: P(DL)= 1.21 K fa(DL)» 0.67 KSI P(LL)= 29.61 K fa(LL)= 2.74 KSI P(WL)= -4.06 K fa(WL)= -0.38 K81 M(DL)= 0,00 FT -K fb(DL)= 0.00 K81 M(LL)= 0,00 FT -K fb(LL)= 0.00 KSI M(WL)= 38,20 FT -K fb(WL)= 11.10 KSI M(EL):: 49.79 FT -K lb(EL)= 14,47 KSI USE: HSS12X1414 A= 10.81 SQ.IN, I= 247.73 IN!`4 WL DEF.= 0,98 OK S= 41,29 CU.IN, ALL.DEF.= 2.00 IN r= 4.79 IN. b= 12.00 IN. I= 0,23 IN, Fy= 46,00 KSI K= 2.00 L= 17.92 FT KL/r= 89.80 OK Cc= 111.55 Fa= 16.34 w /t= 47.72 SLENDER be }b OK Fb= 27.60 KSI OL +SL: fa/Fa= 0.21 F'ex= 18.52 KSI fb/Fb= 0.00 fa/Fa+.85fb/(1-fa/F'ex)Flo: 0.21 OK D +.75$L +.7EL: fa/Fa= 0.17 F'ex= 18.52 KSI fb/Fb= 0.37 fa/Fa+.85fb/(1-fa/F'ex)Fb= 0.48 OK EQUNDATION: (RESTRAINED AT GRADE d ^2 =(4.25 *M) /(S3 *b) q(DL +SL)= 2.30 KSF M(MAX)= 38202.07 FT -LBS q(A)= 3.00 KSF 83= 200.00 PCF X d b= 4.00 FT OR q(DL +SL)= 2.93 KSF d= 5.24 FT q(A)= 3,00 KSF OR 5.88 FT USE: 4.00 FT. SQ. X _ 5.50 FT. DEEP FOOTING OR U 4.00 FT. DIA. X • • • .... ' 6.60 FT. DEEP FOOTING As= 12 *M /(jd *24000)= 0.49 $Q.IN. OR 0.58 SQ.IN. USE: 3 #4'S EA.FACE W/#3 TIES @12 "O.C. a© SQ USE: 8 #4'S W /#3 TIES a @12 "O.C. © RD 954 TOWN & COUNTRY ROAD, ORANGE, CA 92668 (714)245.4930 t8 Feb, 6......2P06 ,1:20PNI� 8 ,, 1 Peyton,,.Tom :a & A:so:iates BASE CONNECTIOM TOP OF COLUMN CONNECTION: 02/06/2006 AXIAL= 3.15 K MOMENT= 38.20 FT -K COL. WDTH.= 12.00 IN. A.S. SPCNG.= 16.00 IN. C -C BASE PL. TH.= 1.00 IN. WELD SIZE= 1/4 FILLET A.B. TEN.- 14.49 K < 15, OK PL. MOMENT= 57.97 IN -K PL. STRESS= 21.74 KSI ALLOW. Fb= 27.00 KSI OK S(WELD)=4 192.00 IN. ^2 fb(WELD)= 2.32 KLI Fb(WELD)= 3.60 KLI OK PDL= 6496.00 LBS PWL= - 4060.37 LBS PNET= 2435.63 LBS USE: 4 -3/4 DIA. A307 BOLTS IN TENSION T= 608.91 LBS Ta= 8800.00 LBS OK USE: 314" X 13" X 1'6" PLATE M= - 1826,72 IN -LBS fb= - 1498.85 PSI 1.33Fb= 27000.00 PSI OK USE: 6" OF 1/4 FILLET EA. SIDE fweld= - 202.97 PLI 1.33Fw= 3600.00 PLI OK 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245 -4930 Vo.6218 P. 20 19 Feb. 6. 2006 1:20PM Peyton —Tom :a & Asso:iates PEYTON- TOMITA & ASSOCIATES 954 TOWN & COUNTRY ROAD ORANGE, CA 92868 1 (714)2454930; FAX(714)245-4933 LAST RIB CHECK: FASCIA WT.= LIVE LOAD= IF G,_STAY CHECK: RIB LOAD= SPAN= MOMENT= RIB CAP.= REIN. CAP.= TOTAL CAP.= L2x2 CAP.= SCREW CAP.= # SCREWS= MOMENT= DEPTH= FLG. FORCE= 2% *FLG. F= STRAP T= SCREW V= 20.00 PLF 65.63 PSF PROJECT: JOB NO. DATE: 65.75 PLF 12,00 FT 860.77 FT-LBS 311.63 FT -LBS 685.80 FT -LBS 997.43 FT -LBS 1.79 K TENSION 0.457 K SHEAR 2 61.04 FT -K 16.00 IN. 38.28 K 0.77 K 0.54 K 0.27 K CANOPY STANDARD 17- Jan -06 REIN. REQ'D, L2.5X2X1/4 LLV OK STRAP OK SCREWS OK 'o. 6278 P. 21 Feb. 6. 2006 1:20PM Peyton —Tom :a & Associates No,6278 P. 22 ,9 TOMITA & ASSOCIATES PROJECT: CANOPY 954 TOWN & COUNTRY ROAD JOB NO. STANDARD • ORANGE, CA 92868 DATE: 17- Jan -06 (714)245 -4930; FAX(714)245.4933 !DECK CLIP THE CLIP IS A 2 1/2" LONG, 3/16" THICK CHANNEL WITH A 1/2" DIA. A307 BOLT. THE CUP FITS UNDER THE DOUBLED LIP OF THE TWO ADJOINING DECK RIBS. MAXIMUM DECK RIB LOAD (P)= CLIP CAPACITY= DEAD LOAD= LIVE LOAD= USE HEAVY DPTY CLIPS 54.000 PLF 402.000 PLF 0.608 K 0.700 K OK W • . • 2 11/ J U' O 0 '. co o: W J H u_ w 0 u. a = • a I- Z Z O W 0 H W w: O . .. Z' W H , OF z C T E N G I N E E R I N G Structural Engineers PLLC RUE COPY Permit No. Plan r.tticict to errors and c ' �. t''23 nc. t c STRUCTURAL CALCULATIONS FOR QTA BUILDING 15820 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WA ARCHITECT BLUNK DEMATTEI ASSOCIATES 1555 BAYSHORE HIGHWAY., #300 BURLINGAME, CA CODS REVIEWED tionnugn FEI3 - 9 2006 City Of Tukwila BUTWTNt nTVrSTON 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512(V) (206) 285- 0618(F) 1)04 • 44-1 C T E N G I N E E R I N G Project: lIT1a Pnt.ILI 1 '1 P L L C Client: 11/4-1AJur,R.y 1,1ffitt i) flt3v g —) - .i (an . WALL Un i t.) 8C" Cmv W� Usti pi + (161pi )(.1b') f tI p( ) (;Z 4) +(1 O pU ) (I t )(1 ) 4-00 p ) ( 0 4, ) G103 p 21,3 t. k 21.36k I '1. 31,3 k' S 4441,51 k.ih Structural Engineers Er L . or,oka ins %to KJ, • n ' rya , 031_111 C5 , 0 23 I l - z 011, k z o.2S 7.b2.S� d 3(' (h'40 ") t o.oSvmZ Date: IMO ;Nickerson St, Suite. 3112 :;cattle, W.\ uHlt'.i t20' 2.:5-4512 Page Number: ( ) 235 -t615 L o.s(( kai) . 3t1 kJi ?' 2 k ,' 1 Fs - .' k%) is z 291o0o Ill' `iso (ISOo pai) ), I2S' io st' - FL 0.33 (15 - oc, 1ai ) z 49s IJi . 3 t 10,x)( i`1 k3 i)( in 0,S-43 I n Z,. S G. 6 1 .. In o,etFa • k ` (2(p + (;O1) - 1 ; \I t2) (0.05P2.) lo.t,sc1 -) — (o, os ?i) C T E N G I N E E R I N G Protect: 611:1 FAuLI 7 Y Client: • R t \ -f' , ' \116 1 3P,1 FJi Ta , G,4 tiao ka i 1 , 2.9 I > 20 kJ; • 4 zltJ6o'l -= F3' 20ko1 t 6i a 1l.L1S in )(o. in) ti ,p6,5 p.r i > fi, , 3Jt114 i j 2m n'r. 'D . TV/ U1 k 4 S a " 0. C. 1I 0,3)in Structural Engineers �v P L L O 0"rt., () skirl )1e)./1)(11U (1..0 ir) S? 6, to 1' ▪ L Z t1 t tios loin ? 99 . '(n • A4 N.1d ksi) ( - o.11) (3(ain) r10 913 kqn > 441 h in • P U 21,3 6 . s c I c. (Z) S BARJ Date: IMO iiiLke:,,H1 Suite 402 Seatth WA !, 12(tn 283-4512 1:1X: Page Number: OM) 28341618 SHEET TITLE: CT PROJECT* : Step # 1. OCCUPANCY CATEGORY 2. SEISMIC USE GROUP 3. SEISMIC FACTOR 4. Site Class - Per Geo. Engr. 5. 0.2 Sec. Spectral Response 6. 1.0 Sec. Spectral Response 7. Site Coefficient (short period) 8. Site Coefficient (1.0 second) Sans = Fa + Ss SM1 =Fa "S1 Sos = 2/3 * SMs Sol = 2/3 " SM1 9. Seismic Design Category 0.2s 10. Seismic Design Category 1.0s 11. Seismic Design Category 12. Special Reinf. Conc. Structural Walls 13. Response Modification Coef. 14. Overstrength Factor 15. Deflection Amplification Factor 16. Plan Structural Irregularities 17. Vertical Structural Irregularities 18. Permitted Procedure 2003 IBC SEISMIC OVERVIEW 04146 - CENDANT/TUKWILA - PLATE 1 TYPE = II S.U.G. = I S.C. = D lE= 1.00 Ss = 1.23 Figure 1615(1) Figure 9.4.1.1 (a) S1= 0.42 Figure 1615(2) Figure 9.4.1.1 (b) ZIP 98188 (Or by ZIP code) (Or by ZIP code) http:// egint. cr .usos.gov /eq /htmi /zipcode.html F = 1.02 Fv = 1.58 SMS = 1.25 Sam = 0.66 Sos = 0.84 Sot = 0.44 SDC = D SDC = D SDC = D ' R= 5.0 fl = 2.5 Co 111.0 Yes 1 a NO Equiv. Lateral Force 2003 IBC SEISMIC OVERVIEW 2003 IBC Table 1604.5 Table 1604.5 (a) Section 1616,2 Table 1604.5 Table 9.1.4 Section 1615.1.5 Table 1615.1.1 Table 1615.1.2(1) Table 9.4.1.2.4a Table 1615.1.2(2) Table 9.4.1.2.4b EQ 16 -38 EQ 16 -39 EQ 16 -40 EQ 16 -41 Table 1616.3(1) Table 1616.3(2) Max. Table 1617.6.2 Table 1617.6.2 Table 1617.6.2 Table 1617.6.2 Table 1616.5.1.1 Table 1616.5.1.2 Page 1 ASCE 7 -02 Table 1 -1 Table 9.1.3 Section 9.4.1.2 Table 9.4.1.2 EQ 9.4.1.2.4 -1 EQ 9.4.1.2.4 -2 EQ 9.4.1.2.5 -1 EQ 9.4.1.2.5 -2 Table 9.4.2.1a Table 9.4.2.1b Max. Table 9.5.2.2 Table 9.5.2.2 Table 9.5.2.2 Table 9.5.2.2 Table 9.5.2.3.2 Table 9.5.2.3.3 Table 9.5.2.5.1 19.5 27 S = Sol = R= IE = Cs = SOS / (CIE) C = SD1 / (T'(R /IE)) Cs = 0.044 ' So • IE 0.84 0.44 5.0 1.0 0.167 W 0.506 W 0.037 W CONTROLLING DESIGN BASE SHEAR = h„ = x= C T= k= ASCE 7 -02 (EQ 9.5.5.2.1 -1) ASCE 7 -02 (EQ 9.5.5.2.1 -2) (MAX.) ASCE 7 -02 (EQ 9.5.5.2.1 -3) (MIN.) 18.00 (ft) 0.75 ASCE 7 -02 (Table 9.5.5.3.2) 0.020 ASCE 7 -02 (Table 9.5.5.3.2) 0.175 ASCE 7 -02 (EQ 9.5.5.2.1 -1) 1 ASCE 7 -02 (Section 9.5.5.4) 0.167 W :A'. 3. .1 +ASV:tIt; \a'.�r: i.�:i„�' p�� w...... C T E N G I N E E R I N G Project: (tI A PAC 1111 Client: FounoclTltn 1)Efl WALL I'i (GEIb d ) Caht. Pk.W( TopPINc SI.As IZo o frt0w 1o" CMu 8' Chu Conc. Inn, WALL (TG. 1.tw o riG . t1.11))1F1 ` 3t3 b tJ e r. aJc► . fry, (CUD ©) Structural Engineers P L L C er lace) 14A (ISO pc-4) ( ') l ) * (ISO pc � ) Ok ('` - tlop44 )( ) • (.s pJ�) 11o9 p4) 0I01 i 04 p44) (10`) (ISo pc.`)( -z')(a.S') L (154 pcf) t3') (l Cone, how( • (ISO pc - f ) (44 ToPP%r () 4Lng (Iso Pt- ) (;it) ( 4) Roo lIG p44) r Snow z (Zs p.► 4) ( ) U crr,u = (104v-0(1o') Crnu = (S9 p.14 )(10') Conc, JTEm WrILL - (ISO p..4 )(- ') (2,5') Frn, (Inc, pc -f) (a.s')(I') Lu TGr ha'o, fit„ Loom ' Lyon 2,41' 3ouo Ex11 LonLL Pm z!-L' Wiot x I Q DEEP R 1 11 Ss ply 1032 z1S IOU 1040 84 2sO x{50 ff ply' • 3300 p I; • 817 • Z16 550 • 1 094 990 ▪ 2S0 • 3 t�roT ' - yo01 Date: I. <U Nirker;ni St. Suite 3112 Se:tltle \•Y.\ 9$ Illu 1206) 2:1S -431 FAN: Pige Number: 1 2Yi -1ThI$ FO orIN (3 AffEbULE Fix,. Ma EK. berii-t Im ID1 , LEnG1H Re In FORCInG (nr. 0) 14 .5" Rem. Conr. Cer1T. 0) ' S Row. Co a . fonr, on'r R em . CoAr. C NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT 0- 1 0 CD r r 0 m z C) m m C) Step # 1. OCCUPANCY CATEGORY 2. SEISMIC USE GROUP 3, 4. 5. 6. 7. SHEET TITLE: CT PROJECT # : SEISMIC FACTOR Site Class - Per Geo. Engr. 0.2 Sec. Spectral Response 1.0 Sec. Spectral Response Site Coefficient (short period) Site Coefficient (1.0 second) SMS = Fa " Ss SM1 = Fv " SI So 2/3 " SMs SDI = 2 /3 "S 9. Seismic Design Category 0.2s 10. Seismic Design Category 1.0s 11. Seismic Design Category 2003 IBC SEISMIC OVERVIEW 04146 - CENDANT/TUKWILA - PLATE 1 TYPE = II S.U.G. = I IE= 1.00 S.C. = D Ss = 1.36 Figure 1615(1) Figure 9.4.1.1 (a) S = 0.47 Figure 1615(2) Figure 9.4.1.1 (b) ZIP 98188 (Or by ZIP code) (Or by ZIP code) http://eqint.cr.usqs.qov/eq/html/zipcode.html F = 1.00 . . Fv = 1.43 SMS= 1.36 SM1= 0,67 Sos = 0.91 SDI = 0.45 SDC = D SDC = D SDC = D 12. Special Reinforced Masonry Shear Walls.:. 13. Response Modification Coef. R = 14. Overstrength Factor ft = 2.5 15. Deflection Amplification Factor CD= 3.5 16. Plan Structural Irregularities no 17. Vertical Structural Irregularities - NO 18. Permitted Procedure Equiv. Lateral Force 2003 IBC SEISMIC OVERVIEW 2003 IBC ASCE 7 -02 Table 1604.5 Table 1 -1 Table 9.1.3 Table 1604.5 (a) Section 1616.2 Table 1604.5 Table 9.1.4 Section 1615.1.5 Section 9.4.1.2 Table 1615.1.1 Table 9.4.1.2 Table 1615.1.2(1) Table 9.4.1.2.4a Table 1615.1.2(2) Table 9.4.1.2.4b EQ 16 -38 EQ 16 -39 EQ 16 -40 EQ 16 -41 Table 1616.3(1) Table 1616.3(2) Max. Table 1617.6.2 Table 1617.6.2 Table 1617.6.2 Table 1617.6.2 EQ 9.4.1.2,4 -1 EQ 9.4.1.2.4 -2 EQ 9.4.1.2.5 -1 EQ 9.4.1.2.5 -2 Table 9.4.2.1a Table 9.4.2.1b Max. Table 9.5.2.2 Table 9.5.2.2 Table 9.5.2.2 Table 9.5.2.2 Table 1616.5.1.1 Table 9.5.2.3.2 Table 1616,5.1.2 Table 9.5.2.3.3 Table 9.5.2.5.1 Sos = Sol = R= IE = Cs = SDS / (ME) Cs = SDI / (T " ( R /IE)) Cs = 0.044 " Sos • IE 0.91 0.45 5.0 1.0 0.181 W 0.513 W 0.040 W CONTROLLING DESIGN BASE SHEAR = h„ = x= C = T= k= ASCE 7 -02 (EQ 9.5.5.2.1 -1) ASCE 7 -02 (EQ 9.5.5.2.1 -2) (MAX.) ASCE 7 -02 (EQ 9.5.5.2.1 -3) (MIN.) 18.00 (ft) 0.75 ASCE 7 -02 (Table 9.5.5.3.2) 0.020 ASCE 7 -02 (Table 9.5.5.3.2) 0.175 ASCE 7 -02 (EQ 9.5.5.2.1 -1) 1 ASCE 7 -02 (Section 9.5.5.4) 0.181 W Page 1 CT ENGINEERING Structural Engineers PLLC Project: Client: Date: 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285.4512 FAX: Page Number: (/06) 285-0618 _--- OGs 5 (2 \2 ) , SZ f?_kiiys) fb e 4oc ..cr- L\ • . - Z4 • • z II— Z 11.1 It 2 6 • 0 0 : • ° W • u_. ' uj 0: g • < D' 0 I— al Z I— 0 Z uj D 0 I— Ili C.) I= Y o N N N 0 0 L ,1■,.4• • • " • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •.• • ••• • • • " • • • • • • "_•;.•_•_• • • • • • • (69 t71 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR MAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. I C T • • E N G I N E E R I N G Protect: Client: GTA llaclt,ll -9 (Gm.. d.U. Pkrrit. PLnn t 1 Z_ O u S • l 1, " 0 , t , VEn..r bowrU 1»ALL 4 (At-r, HooK) y • 10 "o.C, Hotta PotAD, bRP1rt BY 011- 1E14' 'N Fg.Ete - DO.Aln GlEoNv -t , E n G it Structural Engineers P L L C n G C - _ . _•,( C C 1 180 Suite 3112 Seattle. W.\ 9810'9 1206)285-4512 FAX: Plgc Number: 1)(It) '85-1)6I ti Cate: N L LW' s Conr. 0 2 L %41�; 1 CtuleuanIcal R00(11 Fog- /EbuIRED EY.CAVATIoh Jo1L (om.pn(110n RT SrsE GF Founnl, C T E N G I N E E R I N G Project: Client: QT P ncl Li l Cor1c, S.o.G , ?€R. PLAn (TJP N i I to h 0.( \ilia,1)owE,1 • WALL. ( (ALT,I-hot) c +11 • 10 ` �, o tunlL Fount). tnAln O niEA.! (Tim,) TREE - DRAIlin6 13AcKFILL P01. Geolt M, En ca. (I ii,) Structural Engineers 41 Lk 2. 1 " 0 t, 111 T J �.1 M P L L C 4 3 ' -0 CD T'P, inr, rociT7n1; 3 u, 1 t_ 0 n 8 CMu WALL, FULLY GtouTEO 41 7 t II, °o,C. cz.) 9 0 24"0,c, 14023Z, (L) 5 ConT'. C� 2' -0 Date: Page Number: (4) 11 5 Curly, c Q, 180 \i.Lers,II 5t. ':ultu '102 Seatiic, \V.\ 9510 (20(0 285-451:: i•r1:.: ( ^Of)) 285 -0818 3 N r NoTEn SEE GE circa-1 nIt AL I�IrPUR� Pze. pai I tteo Exc nvnlion q .foil, CGmPnc'Iiorl Ar 1■R OF Foo-nn C T E N G I N E E R I N G Project: Client: 6 ra 1 gclLo y 5' a ito"O,c. \ERT, bowEls (2 ' 9 4 Z 0-1 C0111^. ConriRuc_TLOn nT kt) I ° ?.`I � O ,L, FloRtZ, _ _ RS o }t ta le crhu WnLL FULL' Can outvo Structural Engineers P L L C • , Ci EX.T, U)nLL JEC h 3 n, 0 I ' CHu PAlunPET WALL FvLLL G j" Cunt. To?PInc , SLAB yGi1) Dwm 19 A I fs} " gl;nkln6 Bair 3' gepatnG Date: Page Number: PQE&1ST 14 oLLut.0 - CoREE Co>lc, 1.nnK 180 Nickelson m. Suite ;( Seattle. 41`.1 98109 (2061 285 -4512 (2061285-0618 C T E N G I N E E R I N G Project: Client: Q1P1 Face LI1Y 3` &inc..Toi'Ptnca ft:>gg la to - lu1, WW1 u q 7L 0,C. Lo" �otc bmr, Structural Engineers 8 PRecns 1 I I. U w- COQI cunt., PL.An 319 ` 4. 1 9' REA4Ini, i 3` Q21n P L L C 1nT. WALL SEcnon sl 9 11 1 1 Q 1, Date: I'agc Number: l CMU 1 ItAP Li LL FOLLY GQUU7tD 0 `CMU WALL Fu LL) GttouT D (2.1 Covr. ( T.navcnon ToIIT (21 ' t I1 0 Z9 "6.t., us .t10' G.�. \f ERT 10" ( Mu IA 1.L FuLty GRpu1 181) Nickerson 'it. Hite aul Jealtie. W.\ 981(0 1206i 2R5.43 I2 ( "u(,) 28S -0618 StrE (� FoK InFG1.l s' SHGtun IZ` PR.Ecnsr Nohow -Con Conc. PLnnK ft C T E N G I N E E R I N G Project: Client: Q111 FAc.1 t.111 i1 , tonc,C , VERT bu■Al3 (21H °t'1 " o,C. t�otL11, IC) CnU AJI ALL FuLLy GRou1Eo Structural Engineers (21 ' q NoRa 1 2)‘' 5 Corr. P L L C 0 Ell', WALL 'EC1l0n 3 ^ 0 11 b 0-1V ?P tlnPET WALL, Fu LLy GR o u 1 E D ) I--- 41 LI 6 Zy ) 0. C . " -Si S ° 1Ot. 0.C.• VERT. L Ru N ker:,(6t Si. Suitt. :102 Se:ITtie, 9 \ 98109 Date: 121)6; 285-4512 F:\ \: Page Number: (tub) 285.0618 0 Cc�nr. B Ac KE R.. Ro D )� Cbnc. TcMtnc FLAB wilot - IA w1,4 WWF /1------ TRECAST blot t_6W - CbR Cor,c. PL,t n t; C T • E N G I N E E R I N G Pro(ect: Client: C�1�1 rAclLt1Y Structural Engineers P L L C ' /g 'ri WILTI kwlK BOLT II. f\nchO k s .9 "O .C. 1Ust Vi:nr, Lone JL3irtD 1401A/ ) —1)0 wiry DRILL kro .STT Non- Niuh1C 6notir G 5- Wnt_L $ cno11 319" 1 I' - Y 41S- o 1 b" o. C, V Ear. Date' Page Number: 3" Conc. IoPPln6 SLA3 w J b xto w i, q t,Jw F Con-r, L Y`i y S llto t LLV) PQEC>:1ST I- LLGW - Cc, Conc., PLnnlc C2.1'14 o Z4 �G•C. 8 CHU Nov' - gic \Rl n, VJF\tL FULLY GRotst i 1811 Nickerson Si. Suite :302 St.:Itlle, \V.\ 9 14109 12U61 285-151" 1/Mil 28S-06 I S • C T E N G I N E E R I N G Project: Client: 4TIa Fla (11411 Structural Engineers .e Conc. Tort' Inc, SLf18 W(I,xb- WI•9 t.uwF Non - St{iLtnK C .ouT PtteC5ST 1-IoLLO6.) - CoRe. Conc. 1'L.nnt P L L C 0 !nom, I,J>racL JECT4'n z!y'I 11 - q " SI,P' NI Lit kWIK Bolt 3 to, Anc.Oult ° 2`t' (U4E VERr, LonG SLotI i) 1- toLEJ Kloi j)RI in-ry PRtS1USJ kD .J T r r DJ f►S ° 16 "0•C 18II 'irl:enon .�t. Suite •1)2 Se.10I + :, 1V.1 981(:9 , 21161 2$5-4512 Page Number: (/()6) 285-0618 Dale: Coni. L (o " `1 ". s hit, ILLY ) (2) I • /4 "o. 1-to 8° Chu tlon -BEwW?(, t,irLL Fully GRbtJao C T E N G I N E E R I N G OTA F„( LtTY Structural Engineers P L L C Project: Client: (A.f nR'/ l.lnl& (JC In6) Date' ' NoTe EtiThnD Liniti B IJ 30" RE`IOna J Am,B GQ GYEnlnc 180 Nickerson St. Suite 302 Seattle, WA 98109 (206) 285-4512 FAX: Page Number: (206) 285-0618 C T E N G I N E E R I N G 180 Nickerson St. Suite 302 Seattle, WA Project: Date: 98109 (206) 285 -4512 FAX: Client: Page Number: (206) 285 -0618 41 U ractl,1 0.0 - ro p I B ost ; bo t'G.C, C _t tMM .40611`/ L n ( Non - Q(ttni) tlXV D Line REnM.r 30" t3 'iono 'TArr oa, OPEnln Structural Engineers P L L C • • t GEOTECHNICAL STUDY Former Lewis and Clark Theatre 15820 International Boulevard Tukwila, Washington Prepared for Cendant Car Rental Group, Inc. 6 Sylvan Way Parsippany, New Jersey 07054 October 2004 Project No. 9903.001.A ME COPY Permit. No. •DD4 • 441 GEDMATR4X REVIEWED FOR CODE COMPLIANCE FE8 9 2006 City Of Tukwila BUTLDrilir nT1/TSTON 0 °2 ° 272s � 3 et O id mi. • z • W U O cn 0 W 2. J f.. W LL W O 2 LL Q ' co I- W Z �. I- O Z I. • .., W .. ✓ O O N O I- W W H u- O . z' W O ~ z 4 One Union Square BOO University Street Suite 1020 Seattle. WA sal al .1 176 (2061 342.1760 • FAX (2061 342.1761 October 29, 2004 Project 9903.001 Ms. Rose Pelino, P.E. Director Environmental Affairs Corporate Facilities Cendant Car Rental Group, Inc. 6 Sylvan Way Parsippany, New Jersey 07054 Subject: Geotechnical Study Former Lewis and Clark Theatre 15820 International Boulevard Tukwila, Washington Dear Ms. Pelino: We are pleased to present the results of our geotechnical study for the renovation of the structure at 15820 International Boulevard and the construction of the new rental car service facilities in Tukwila, Washington. The purpose of our study was to evaluate subsurface conditions and develop geotechnical recommendations for the design and construction of building foundations, slabs -on- grade, and flexible pavements. The accompanying report describes the field exploration and laboratory testing programs conducted for this study and our conclusions and geotechnical recommendations for the project. We have appreciated this opportunity to work with you. Please contact either of the undersigned or Mr. Joseph de Larios at 510/663 -4100 if you have questions about our report or if we can be of further service. Sincerely yours, GEOMATRIX CONSUL Ryan A. Freeborn, P. Project Engineer Washington C.E. No, L: Projcct1900Us19903 0011TaskA- Gcotcchni .rkingFoldcr'CoverLcttcr doc Enclosure cc: Mr. Karl Westermann, Cendant Car Rental Group, Inc. Mr. Chandler S. Eason III, AIA, Blunk Demattei Associates Mr. Rick Wyble, CT Engineering PLLC Geomatrix Consultants, Inc. Engineers Geologists and Environmental Scientists John Egan, G.E. Vic President and 7 14A— al Engineer lifornia G.E. No. 290 GEOMATRIX GEOTECHNICAL STUDY Former Lewis and Clark Theatre 15820 International Boulevard Tukwila, Washington Prepared for: Cendant Car Rental Group, Inc. 6 Sylvan Way Parsippany, New Jersey 07054 October 2004 Project No.. 9903.001.A Ge ®matr x Consultants GEDMATRIX t,:. fx'. a: iu:. �w: :h.Y,:�,i "..:...;.�.:r.�.�u.�.l n: S,: ivirW'. �. tw4:: i. �it,+. wL; n: hLSa. i.. L`�:.:�:+,.Y..•a.�:.i..�.�.,... Page 1.0 INTRODUCTION 2.0 PROJECT DESCRIPTION 3.0 FIELD EXPLORATION AND LABORATORY TESTING ........ 3 3.1 FIELD EXPLORA TION 3 3.2 EXPLORATORY Y BORINGS 3 3.3 LABORATORY TESTING 3 4.0 SITE AND SUBSURFACE CONDITIONS .4 4.1 SITE CONDITIONS 4 4.2 SITE CONSTRUCTION HISTORY AND CONDITIONS 5 4.3 GEOLOGIC AND SEISMIC SETTING 6 4.4 SUBSURFACE CONDITIONS.. 8 5.0 DISCUSSION AND RECOMMENDATIONS 8 5.1 SEISMIC CONSIDERATIONS 9 5.1.1 Seismic Design Parameters 9 5.1.2 Liquefaction Assessment 9 5.2 SHALLOW FOUNDATIONS 10 5.3 RETAINING G WALLS 11 5.4 CONCRETE FLOOR SLABS 5.5 EARTHWORK 13 5.6 SURFACE DRAINAGE AND SEEPAGE MITIGATION 14 5.6.1 Surface Drainage 14 5.6.2 Subsurface Drainage and Seepage 15 .5.7 PAVEMENT DESIGN AND CONSTRUCTION 15 6.0 BASIS FOR RECOMMENDATIONS 16 7.0 REFERENCES 17 F igure 1 Figure 2 Figure 3 Figure 4 Site Location Map Site Plan and Boring Locations Former and Proposed Features Geologic Map Appendix A Field Exploration Appendix B Laboratory Testing 1:\Doc_Safc\90005\9903 001 Avis Gcoteclutical Study doc TABLE OF CONTENTS FIGURES APPENDICES GEOMATRIX • t 1.0 INTRODUCTION This report presents the results of a geotechnical study performed by Geomatrix Consultants, Inc. (Geomatrix) for the former Lewis and Clark Theatre site (the Site) at 15820 International Boulevard in Tukwila, Washington. The purpose of our study was to evaluate subsurface conditions and to develop geotechnical recommendations for the design and construction of building foundations, slabs -on- grade, and flexible pavements. Our services were performed for Cendant Car Rental Group, Inc. (Cendant). The location of the project site is indicated on Figure 1. The scope of our study was based on information contained in a request for proposal (RFP) prepared by Blunk Demattei Associates (BDA) dated September 9, 2004, as well as a preliminary site development plan provided by BDA, and follow -up discussions with Mr. Chandler Eason of BDA. The scope of our geotechnical study, as outlined in our proposal dated September 16, 2004, has included a field exploration program, geotechnical laboratory testing, developing and analyzing geotechnical data, and preparing geotechnical engineering design recommendations. The following information, recommendations, and design criteria are presented in this report: • Description of subsurface soil and groundwater conditions encountered in the exploratory borings, and logs of the borings; • Results of laboratory tests performed on soil samples; • Description of'site terrain, geologic history, and site seismicity; • Recommendations and design criteria for shallow foundation support of the proposed structure; • Estimates of total and differential settlements of the structure foundation; • Recommendations for design of'concrete slabs -on- grade; • Recommendations for design of retaining walls; I:IDne SaM90000703 001\Avis Ocoicchnical Study doc GEOTECHNICAL STUDY Former Lewis and Clark Theatre 15820 International Boulevard Tukwila, Washington GEOMATRIX 1 { P • • Seismic design parameters, according to the 2003 International Building Code; • Evaluation of liquefaction- related hazard; • Description of excavation conditions for underground utilities and buried structures; r- w re 2 • Design pavement sections fbr parking lots and driveways; 6 J v 0 CO 0 w i J F- U) LL w 0 Our study did not include exploration of subsurface conditions within the footprint of existing g structures or exploration of conditions under existing floor slabs. We are not aware of any g 5 LL Q geotechnical studies within the former Lewis and Clark Theatre property. Geomatrix recently N a w = performed a Phase I Environmental Site Assessment for Cendant; results of that assessment are '— z'— included in our report dated September 1, 2004. Another environmental study was performed in 0 the site vicinity by Herrera Environmental Consultants in 2001. Subsurface information 11.1 ui described in those reports was utilized to help evaluate subsurface conditions at the Site prior to 0 completing the site - specific field exploration, as described in Section 3. 0 ill W- I The major structures currently occupying the Site are the former Lewis and Clark Theatre and a v N bowling alley. The site is paved with asphalt, except for a vegetated ravine area in the 0_. northeastern part of the site and minor landscaping. It is our understanding that specific aspects of the-redevelopment include: 2.0 PROJECT DESCRIPTION GEOMATRIX • Recommendations for earthwork construction, including site and subgrade preparation and placement and compaction of fill. • General site improvements include a new fencing and guardrails, upgrade of site lighting, a new guard booth at the southern site entry, and pavement improvements (e.g., revised curbing and drive aisles for fire truck access, standard, dense - graded pavement for the future employee parking area, and maintenance of existing pavement). • Partial demolition of the existing theatre (i.e., removal of the auditorium) and conversion of the theatre concession area into a new administration building. The portion of the Theatre that is demolished will be replaced with a new employee parking lot. • Remodeling the existing bowling alley and converting it into a car maintenance facility, including administration offices, new canopies, and installation of car maintenance equipment. • Constructing a Quick Turnaround (QTA) Facility, including fuel islands, an above- ground fuel tank (capacity approximately 12,000 gallons), and a car wash building. I :\Doc Safc19000s19903 0011Avis Gcotcchnical Study doc 2 GEOMATRIX The site has an area of approximately 15 acres and is relatively flat, with surface grades that slope generally toward the north west. The remodeling of the existing structures will require the construction of new foundations to support new shear elements and reconfigured walls. The new service buildings (e.g., guard house, QTA, and appurtenances) are expected to impose ..t— w relatively light loads on the foundation soils. The locations of proposed improvements in 6 relation to the existing buildings at the Site are shown on Figures 2 and 3. p N g w 3.0 FIELD EXPLORATION AND LABORATORY TESTING General descriptions of the field and laboratory testing programs performed for this study are w O presented below. More detailed explanations of the field exploration and laboratory testing g programs are presented in Appendices A and B, respectively. u) "l 3.1 FIELD EXPLORATION Z t-- The field exploration program undertaken for this study consisted of drilling eight exploratory w w borings at the Site. The locations of the exploratory borings are shown on Figure 2, The v locations of the borings were selected based on a preliminary site plan prepared by BDA, dated o '— October 8, 2004. = w 3.2 EXPLORATORY BORINGS iii Z The exploratory borings drilled for this study were completed on October 15, 2004, The H borings (B -1 through B -8) were advanced using eight -inch hollow -stem augers to depths z ranging from about 31/4 to 30 feet, and were logged in the field by examining drill cuttings and retrieved samples.. Groundwater was not encountered in any of the borings. Soil samples were obtained from each boring and delivered to the laboratory for further examination and testing. Final logs, which appear as Figures A -2 through A -9 in Appendix A, were prepared based on the field logs, examination of samples in the laboratory, and laboratory test results, Figure A -1 is a boring log explanation sheet, 3.3 LABORATORY TESTING Selected soil samples retrieved from the exploratory borings drilled at the Site were delivered to Analytical Resources, Inc. (ARI) of Tukwila, Washington, for testing. Samples were tested to measure their moisture content and unit weight, plasticity index, grain size distribution, and direct shear strength. A composite bulk sample was obtained by combining soils collected from the upper 21/4 feet of borings B 1, B2 and B6. Several tests were run on this composite sample to evaluate engineering parameters and index properties (compaction curve, grain -size analysis, I.\Doc Safc\9000SW903 001%Avis Geoicchnicol Study doe 3 � ( t GEDMATRIX plasticity index, direct shear strength, and California Bearing Ratio). Laboratory test results are presented adjacent to the corresponding sample designations on the boring logs (Figures A -2 through A -9 in Appendix A), and as figures in Appendix B. z Z �w 4.0 SITE AND SUBSURFACE CONDITIONS The following sections describe the general site surface conditions, the history of construction w p at the Site, the geologic and seismic setting of the Site, and the site subsurface conditions L encountered in the field. cn WO 4.1 SITE CONDITIONS g The approximately 15-acre Site is located in southwestern Tukwila, Washington, d approximately 'A -mile northeast of the Seattle - Tacoma International Airport (Figure 1). W z = O There are two major buildings currently occupying the Site (Figures 2 and 3). The northern w w' building (about 59,500 square feet) contains a recently closed theatre and the southern building v o co (about 26,000 square feet) housed a bowling alley (King County, 2004). The theatre building is o - currently rented by the International Church and Neighborhood Life Center, a local church. The = v bowling alley building is not currently in use. A 150 -foot by 200 -foot parcel of land at the F- south of the Site is rented from Sterling Realty Organization (SRO) on a month -to -month basis Z by Dollar Rent -A -Car. This parcel is currently being used as a parking lot. H O Apart from the former theater and bowling alley, the only other structure at the Site is a cellular phone tower in the northern part of the Site, Virtually all of the remainder of the 15 -acre Site is paved with asphalt, except for the landscaped areas interspersed in the parking lot and the ravine in the northeastern part of the Site. The ravine area is overgrown with mostly berry bushes. Surface grades across the site are relatively flat and drainage is split in several directions. The stormwater on the Site drains to five storm sewer catch basins located west, south, and east of the existing buildings. Topographic information for the Site was provided to us on a project - related topographic map and supplemented by the United States Geological Survey (USGS) Des Moines 7.5- minute topographic quadrangle map. The Site is generally flat, with elevations ranging from approximately 348 feet above mean sea level to about 362 feet. The north and eastern portions of the site slope slightly to the northeast, toward Gilliam Creek, located approximately '/4 mile northeast of the Site (Figure 1). I,1Doc Safc19000s19903 0011Avjs Geotcchnical Study doc 4 z 49-0 GEOMATRIX The pavement condition of the parking lots and driveways at the Site is generally fair. It appears that most of the parking area asphalt surrounding the theatre and bowling alley buildings (to the west of old Military Road) is newer than the asphalt around the perimeter of the site. Asphalt thicknesses encountered in the eight borings ranged from 2 inches in boring B7 to 5V2 inches in boring B3. Base course thicknesses below the asphalt ranged from 2 inches in boring B1 to 5 inches in boring B3. The thickness of asphalt at each boring appeared to correlate inversely with the condition of the surrounding asphalt. At B7 for example, the condition of the surrounding asphalt was observed to be cracked and rutted, with some sparsely vegetated, settled depressions. In limited areas of the Site, the pavement displays alligator cracking, mostly at the southwest of the Site, and also at the eastern portion of the Site, to the east of old Military Road. Old Military Road, which bisects the Site, appears to be constructed of concrete and is slightly higher than the surrounding pavement. This road has reportedly been around since the early 1900's, but it stopped being used as a throughway around the 1960's. The road pavement is in good condition. 4.2 SITE CONSTRUCTION HISTORY AND CONDITIONS As early as 1897, Military Road bisected the Site. The Site was residential from at least 1930 until 1956. Both buildings that are currently on Site were constructed in 1956. SRO opened the Site in 1957 as a 32 -lane bowling alley and theatre. In 1982, a western addition to the theatre was constructed with an additional hallway and four auditoriums. Since 2002, the bowling alley has been unoccupied. Since January 2004, the theatre has only been occupied by the International Church. Avis began leasing the Site on July 1, 2004 (Tallarico, 2004). Based on review of historic topographic maps and observation of the Site, it is likely that fill material has been brought to the Site. This fill material probably includes parking lot subbase, and backfill for the former UST excavation. In addition, when Military Road was constructed sometime before 1897 and Pacific Highway was constructed sometime before 1930, fill was probably brought onto the Site. Historical maps for the years before and including 1953 show an area of marshland extending from the northeast comer of the intersection of South 160 Street and International Boulevard to the center of the Site. The maps also show residences directly to the east of Military Road in 1930 and 1953. Ryan Larson of the City of Tukwila Public Works Department Surface Water Division suspects that the ravine was probably dug out and the theatre subgrade filled around 1956 as part of construction of the theatre, bowling alley, and installation of the drainage culvert that runs southwest/northeast across the Site (Larson, 2004).. I.\Doc_5arc19000s \9903 001\Avis Gcotcchnical Study doc 5 rlry 4.' 4.11) Because of the raised look of the property to the southeast of the Site, it is possible that the construction of the new Shuttle Park 2 facility and the rerouting of South 158 Street in 2001 involved raising the grades with fill material. Geomatrix has not been provided with any documentation regarding the placement of fill materials at the Site. 4.3 GEOLOGIC AND SEISMIC SETTING Tukwila, Washington, is located in the east central portion of' the Puget Lowland, which is an elongated topographic and structural depression bordered by the Cascade Mountains to the east and the Olympic Mountains to the west. The Puget Lowland was repeatedly occupied by a lobe of the Cordilleran ice sheet, one of two continental glaciers that developed during the recent ice ages of the Quaternary period. The Cordilleran ice sheet advanced and retreated from British Columbia, Canada, between about 13,000 to 20,000 years ago. The advancing ice sheet filled the Puget Lowlands with as much as 3,000 to 5,000 feet of ice at least four different times during this period. This resulted in a thick, complex sequence of glacial and interglacial sediments. , Geomatrix reviewed several geological reports pertaining to the Site vicinity. According to the USGS (Booth, 2003), the northern third and southeastern quarter of the Site is underlain by Vashon till (Qvt) (Pleistocene, refer to Figure 4), consisting of predominantly fine- grained glacial deposits containing unsorted and unstratified glacial sediments from clay to boulder in size that vary in compaction and composition. The middle portion of the Site is underlain by Vashon recessional outwash deposits (Qvr) (Pleistocene), consisting of moderately- to poorly - sorted gravel and sand with small amounts of silt and clay. The observed subsurface conditions at the former Lewis and Clark Theatre site are described in detail in Section 4.4. Based on visual observations and conversations with Mike Lancaster, SRO's Site representative, it is our understanding that there are no functioning wells on the Site. Geomatrix searched the Washington State well database and found reference to one well that may be located on Site and has most likely been covered with asphalt of the parking lot (Ecology, 2004). The well was drilled on October 30, 1946 for owner David R. Finch in the southwestern corner of' the southwestern quadrant of Section 22, Township and Range T23N, R4E. The log says `old dug well shaft, cemented up to 30 feet, hardpan from 30 to 120 feet, fine sand or silt, water bearing from 120 to 135 feet, hard clay from 135 to 240 feet, coarse sand and gravel from 240 to 252 feet." A pump test during the installation indicated a yield of 150 gallons per minute.. The well casing was eight inches in diameter and was screened from 244 to 252 feet. Based on this well log, the depth to groundwater at the Site (in 1946) was estimated to be I:\Doc_ Safc\9000s'9903 00I\Avis Geotcchnicai Study doc GEOMATRIX 6 approximately 80 feet below ground surface. The "hardpan" soil described in the well log is most likely the glacial till geologic unit (see above), GEDMATRIX The Puget Sound region of Western Washington lies within the active plate margin between the North American and Juan de F'uca/Pacific plates. At this plate margin, the Juan de Fuca plate is subducted eastward beneath the North American plate. On -going research studies over the past two decades has lead to recognition of three types of earthquake sources associated with active subduction along the plate margin. These sources include the locked interface between the Pacific and North American plates located offshore to the west of the Puget Lowland (interface earthquakes on the Cascadia subduction zone), the subducted Pacific Plate beneath the Puget Lowland (intraslab earthquakes), and crustal faults located in the Puget Lowland region (crustal earthquakes). Significant levels of ground shaking may occur at Tukwila as a result of earthquakes on any of these sources. Several historical earthquakes that have caused significant ground shaking in the project region. The February 28, 2001 moment magnitude (M) 6.8 Nisqually earthquake was an intraslab earthquake that occurred at a depth of about 30 miles below the Nisqually River delta area of southern Puget Sound. This is the strongest earthquake that has occurred in western Washington since the 1949 Ms 7.1 Olympia earthquake, which was also an intraslab earthquake and was centered only a few miles south of the February 2001 earthquake. The only other significant earthquake to have affected the Puget Sound region in the past 100 years also was a deep intraslab earthquake, the Ms 6.5 1965 Puget Sound earthquake, occurring between Tacoma and SeaTac. Published interpretation of tsunami records from Japan strongly suggest that a very large event (perhaps MW 9) occurred on the Cascadia subduction zone in January 1700 (Satake et al., 1996). Several studies have addressed the potential for active surface faulting in the southern Puget Sound area (e.g., Gower et al., 1985; Bucknam et al., 1992; Johnson et al., 1999). These studies have identified several potentially active faults in the subsurface, as well as evidence for surficial uplift related to crustal faulting in the Puget Lowland region. The closest mapped potentially active or active fault to the project site is the Seattle fault, which extends generally west - northwest from southeast of Sammamish Lake through Mercer Island, Elliot Bay, and Puget Sound to the southern part of'Bainbridge Island (Johnson et al., 1999), The main trace of the Seattle fault is located about 71 miles north of the project site. I:Woc Safe 9000s'. 903 OOI\Avis Ocotccltnicol Sludy doe 7 4 1 I3EOMATRIX 4.4 SUBSURFACE CONDITIONS Subsurface conditions encountered in the exploratory borings drilled during our field program are consistent with the mapped geology and indicate that the proposed site is underlain by fill, glacial till, and glacial outwash. Free groundwater was not observed in any of the borings drilled for this study. The thickness of fill at the site ranges from approximately 2 feet (at B8 to the northeast of the theatre building) to 13 feet (at B I near the south part of the ravine). The fill generally is composed of'medium stiff to stiff sandy silt with gravel, with the exception of the southeast corner of the site, where the fill is a medium dense silty sand with gravel Black pieces of rubber, up to two inches in length, were encountered in the fill at B2 and B5. Soils underlying the fill were generally medium dense to dense, poorly graded sand (which may be glacial outwash), and/or dense to very dense silty sand with gravel (glacial till). In B5, a 5 -foot -thick layer of silty soil was observed below the fill and above a layer of medium dense to dense sand. Penetration resistance (blowcounts) varied considerably across the site. Although the near - surface materials generally appear to be medium dense, relatively low blowcounts were recorded in the upper 5 to 10 feet of several borings (e.g., BI, B3, B4, B7). These relatively low blowcounts were observed in both materials logged as "fill" and materials believed to be native soil (glacial outwash). In the materials believed to be glacial till, the blowcounts indicate that the materials are dense to very dense. Bedrock was not encountered in the exploratory borings, and is expected to be greater than 300 feet below the ground surface, based on the well log from 1946 (Ecology, 2004). Although groundwater was not encountered during the current investigation, it is estimated to be greater than 60 feet below the ground surface. It is estimated based on previous well logs that the glacial till encountered below the fill layer extends to at least 120 feet below ground surface. 5.0 DISCUSSION AND RECOMMENDATIONS Based on the subsurface conditions encountered in borings performed at the Site, it is our opinion that that the proposed redevelopment improvements can be supported on shallow spread or continuous footings. Zones of potentially compressible soils will probably be encountered locally during earthwork activities and excavations for the footings or slabs -on- grade. Recommendations for mitigation of these conditions are discussed below. I;1Aoc Safel9000s\9903 OOI \Avis Gcolceltnical Study dac 8 4 5.1 SEISMIC CONSIDERATIONS Strong ground shaking should be expected to occur during the design life of the facilities. Discussion of our seismic design recommendations and liquefaction hazard evaluations are presented in the following sections. GEOMATRI)C 5.1.1 Seismic Design Parameters It is our understanding that seismic design for the site improvements will be performed in accordance with the requirements of the 2003 International Building Code (DBC, 2002). The spectral acceleration maps for the Pacific Northwest included in the 2003 IBC are based on the 1998 maps by USGS (Frankel and Leyendeker, 1998) and the Building Seismic Safety Council (1998). Based on these maps of spectral acceleration for Maximum Considered Earthquakes (MCE), the site has an Ss = L36g and an S1= 0.47g (probability of exceedence of 2 percent in 50 years). Based on the materials encountered in the borings and the geologic setting, the Site soil profile has characteristics close to the definition boundary between Site Class C and Site Class D (Section 1615.1 of the 2003 IBC). Given the soil profile characteristics, we are of the opinion that site coefficient values (F and F ,,) intermediate to Site Classes C and D are appropriate for defining ground motion parameters for design purposes. As such, site coefficient values, F and F of 1.00 and 1.43, respectively, are recommended. These factors should be used to construct the design response spectrum, in accordance with the procedure in Section 1615.1 of the 2003 IBC. 5.1.2 Liquefaction Assessment Liquefaction is a soil behavior phenomenon in which a loose, saturated granular soil loses a substantial amount of'strength due to high excess pore pressure generated by strong earthquake ground shaking, To assess the likelihood of liquefaction of the sandy materials during earthquake ground shaking, sampler penetration resistance data (presented on the logs of borings) were used as indices of liquefaction resistance. Using penetration data to assess liquefaction potential due to an earthquake is considered a reasonable engineering approach (Seed and Idriss, 1982; and Seed et al, 1985), because many of the factors affecting penetration resistance affect the liquefaction resistance of sandy and silty soils in a similar way and because state -of- practice liquefaction evaluation procedures are based on actual performance of soil deposits during worldwide historical earthquakes. 1 :10oc Safe\ 9000s\ 990300IWvisCcolcchnicalStudydoc 9 c As discussed previously, the glacial till encountered at the Site is generally dense to very dense, and groundwater is at least 31 feet below ground surface. Applying the analysis described by Seed and others (1985), and Youd and others (2001) the results indicate that it is not likely that the dense to very dense granular soils below the groundwater table will exhibit liquefaction behavior during strong earthquake ground shaking. Additionally, no liquefaction or related phenomena have been reported for the Site or immediate vicinity during the previously - mentioned historic earthquakes in the region, We are of the opinion, therefore, that liquefaction- related hazard to the site is very low to negligible. 5.2 SHALLOW FOUNDATIONS Shallow spread footings are suitable for supporting the loads imposed by the fuel dispenser islands, The above- ground storage tank (AST) and new structural elements for the building retrofit. Footings should have a minimum width of 2 feet and be founded at least 2 feet below the lowest adjacent grade. To mitigate the variability of the footing subgrade, the upper 12 inches (minimum) of footing subgrade should be compacted to at least 95 percent of the maximum dry density, as determined by ASTM Test Method D 1557, at a moisture content at or above the optimum moisture content. If zones of'weak soil or poorly compacted fill are encountered in a given footing excavation,-Geomatrix should be consulted to develop remedial options. Possible mitigation methods include deeper subexcavation and recompaction replacement with lean concrete. Footings that meet the foregoing requirements for bearing on compacted fill may be designed ' for the following preliminary bearing pressures in pounds per square foot (psf): Dead load Dead plus live loads All loads, including wind or seismic Resistance to lateral loads should be estimated using a coefficient of sliding resistance of 0.35 between the concrete footing and the bearing soil. Additional lateral resistance can be provided by passive earth pressures acting on the face of footings. An equivalent fluid pressure of 400 pounds per cubic foot (pcf) may be used to calculate passive earth pressure resistance. Resistance offered by the upper 1 foot of soil should be neglected except in the case of' interior footings covered by slab -on -grade floors. 1:1DoC Sarc19000s19903 OQI \Avis Gcatcchnical Study doe Allowable Bearing Pressure 2,000 psf 3,000 psf 4,000 psf GEOMATRIX 10 c GEOMATRIX Unless significant new loads are applied to the existing footings, they are not expected to undergo any significant additional post - construction settlement. In areas where the existing buildings are being retrofitted, some settlement of new footings relative the existing footings is anticipated. The amount of settlement for new footings depends on the foundation size and magnitude of the applied load. For spread footing foundations in the building retrofit area, designed in accordance with the recommendations presented above, we estimate that the maximum differential settlement between new and existing footings will be about'' /2 inch. For the new above - ground storage tank and the new rental car service facility, total settlements are expected to be on the order of 1 inch or less and differential settlement is not expected to exceed 1/4 inch over 20 feet. 5.3 RETAINING WALLS It is our understanding that retaining walls up to about 5 feet high may be constructed at the Site. Retaining wall foundations should be designed using the footing design parameters described in Section 5.2. Retaining walls should also be designed to withstand any additional loads due to adjacent structures, traffic, heavy equipment, storing or stockpiling materials during construction, and /or other anticipated surcharge loads. In developing the design lateral earth pressures, we have assumed that the top of retaining walls will not be restrained from deflecting (Le., "active" earth pressures will develop) and retaining walls will be provided with effective drainage systems. If wall elements are restrained from rotation/deflection or if they are undrained, higher pressures will develop.. Drained walls that are capable of rotating slightly at their bases (e.g., landscape gravity walls) should be designed for an active equivalent fluid pressure of 35 pounds per cubic foot (pcf). This recommended lateral earth pressure value assumes that the surface of the backfill behind the retaining walls is close to horizontal (inclination of 10:1 or flatter). For non - critical walls (i.e., where deflection of the wall will not degrade the function of the facility), retaining less than 5 feet of material, it is our opinion that evaluation of dynamic loading on the wall (i.e., use of' a "dynamic increment ") is not required. If evaluation of dynamic loading is desired, we recommend, a "dynamic increment" of'20 H (in pounds per square foot). This pressure is modeled as uniform over the net height of'retained material (i.e., H is the distance from the top of'the material being retained to the lowest adjacent ground surface). This pressure assumes the wall is in an "active" condition (i.e.., some rotation of the wall is acceptable). If the wall is designed in a restrained condition, the ground surface behind the wall is not relatively flat, or if I:1Doc Sofc19000s19903 0011Avis Gcotcchniccl Study doc 11 • 4. the wall retains more than 5 feet of material, Geomatrix should be consulted for supplemental recommendations, Sieve Size 1 inch 3 /4 inch No. 4 l:\Doc Safc \90000903 DOI \Avis Gcotcchnical Study doc Percentage Passing Sieve 100 90 — 100 0 -10 GEDMATRI)C To mitigate the build -up of hydrostatic pressure, we recommend that positive drainage (draining to daylight) be provided behind all retaining walls greater than about 36 inches high, The bottom of the drainage material should extend to approximately the top of footing level. The drainage system should consist of a clean, well - graded mixture of sand and gravel (granular filter material) at least 12 inches wide and deep, continuous along the length of the wall, surrounding a 4- inch - diameter perforated subdrain pipe. The pipe should be provided with cleanouts at the high end and at bends greater than 45 degrees. Filter material should extend to within 24 inches of the top of the wall backfill. To mitigate infiltration of surface water into the wall drainage system, the backfill material over the drain should consist of compacted, low - permeability material. Additional discussions of subsurface drainage are included in Section 5.6. If any of the proposed retaining structures are undrained, Geomatrix should be consulted for appropriate design pressures. If mitigation of moisture transmission through the wall is desired, the back (soil side) of the retaining wall should be treated with a good- quality sealant or other effective means, 5.4 CONCRETE FLOOR SLABS Concrete floor slabs should be supported on minimum of 12 inches of well- compacted fill. If disturbed, weak, or poorly compacted material is encountered in the upper 12 inches beneath planned floor slabs, the loose soil and debris should be overexcavated or the debris should be removed to a depth of 12 inches and replaced with compacted fill. The prepared subgrade should extend at least 5 feet beyond the perimeter of the slab. In areas where dampness of the floor slab would be undesirable, a layer of'open- graded gravel, at least 6 inches thick, should be placed below the concrete slab to form a capillary break and a moisture -proof membrane should be installed over the gravel. Gravel for use under concrete floor slabs should be clean, crushed rock that meets the following gradation requirements: 12 5.5 EARTHWORK Grading at the site will consist of preparing subgrades to support footings and slabs -on -grade and preparing building pads (e.g,, dispenser islands, the 12,000 gallon above - ground storage tank, and the new security kiosk). Excavations for new foundations will also be required. The compacted subgrade will need to be firm, and any areas that become disturbed will need to be subexcavated to firm soil and recompacted.. Additional site excavation may be required to remove any poorly compacted fill, existing foundations, or construction debris below new foundations and floor slabs, and for new underground utilities. GEOMATRIX Minor fills, less than about 2 feet may be required in some areas to achieve finish grades. If fill is required to achieve the finish floor elevations, the area to be filled should be stripped of existing landscaping prior to site grading. After the site has been cleared, it should be brought to grade by placing and compacting fill in low areas and removing existing fill from high areas on the site. Areas to receive fill should be scarified, moisture conditioned, and compacted to the requirements for fill presented below. All wood, vegetation, or other deleterious materials should be removed from the fill before it is placed. Site soils that contain debris or organic material may be stockpiled and used as fill in landscape areas or hauled off site to a suitable disposal facility. All fill and backfill materials should be soil or soil -rock mixtures free of organic material, debris, and other deleterious substances. The fill should contain no particles larger than 4 inches in greatest dimension. In addition, no more than 15 percent of the fill particles should be larger than 2 inches in greatest dimension. Soil and earth fill obtained from on -site excavations may be suitable for use as fill, providing the materials are free of debris and organic matter. Minor amounts of concrete, asphalt concrete, or brick, if encountered in on -site excavations, can be incorporated into the fill if broken into pieces not larger than 4 inches in size. All fill and backfill necessary to bring the site to grade and backfill excavations should be placed in uniform lifts not exceeding 8 inches in uncompacted thickness. Each lift should be brought to a uniform moisture content at least 1 percent above optimum prior to compacting by either spraying the soil with water (if it is too dry) or aerating the material (if it is too wet) then thoroughly mixing the material. Fill should be compacted to the following degree of compaction, as determined by ASTM Test Method D 1557: 1:1Doc Safc\9000s \9707 001 \Avis Gcotcchnical Study doc 13 Fill Location Degree of Compaction GEOMATRIX General site fill 95 Utility trench backfill 90 Subgrades for footings and slabs 95 ;- z Upper 12 inches of pavement subgrade 95 re 2 JU U O : Import fill from off-site borrow sources should meet the general requirements for fill given CO = previously, as well as the following quality requirements: co H v` W O Maximum plasticity index 15 g Percent passing No. 200 sieve 50 maximum; 5 minimum U.. The requirement that at least 5 percent pass the Number 200 sieve precludes the use of I' _ zI cohesionless sand as site fill. i- 0 zE— • w The control of moisture will greatly influence the time and effort required to complete the v o . work. Site preparation and grading will be difficult when surface soils are saturated and/or wet. o 2) Conversely, if soils are too dry, moisture will need to be added. We recommend provisions be = w- included in the construction contract for mitigating difficult field conditions (e.g. chemical u_ r- stabilization or substituting lean concrete for compacted fill). iii i z U= 5.6 SURFACE DRAINAGE AND SEEPAGE MITIGATION O ~ z Proper site drainage is important for the long -term performance of the proposed structure, slabs -on- grade, and pavements. The recommendations presented in the following subsections supplement the mitigation measures presented elsewhere in this report. 5.6.1 Surface Drainage Final site grading should provide surface drainage away from structures and slabs -on -grade to reduce percolation of water into the underlying soils. Ponding of surface water should not be allowed adjacent to structures or pavements. The grades at the site should be constructed to carry surface water away from the building foundation in accordance with all code requirements. At minimum, grades should be sloped away from the structures a minimum of 4 percent in landscaped areas and 2 percent on slabs -on- grade, for a horizontal distance of at least 10 feet. 1:\Doc Sofc19000s19903 001 \Avis Gcotcchnicol Study doc 14 • GEOMATRIX Where slabs or pavements abut landscaped areas, provisions should be made to protect the subgrade soils against saturation from water in the landscaped areas. Landscape watering adjacent to structures should be avoided. Where needed, drip irrigation systems should be used. In addition to having adequate drainage, over- watering should be avoided. 5.6.2 Subsurface Drainage and Seepage Retaining wall drainage systems (e.g., perforated drainpipe) should be connected to a tight pipe system at a location just beyond the end of the retaining walls or foundation structures. The tightline pipe system should daylight on a paved area or lead directly to the site storm sewer system. To avoid damage, the outlet area of the pipe should be protected. An appropriate number of cleanouts at convenient locations should be installed along all subsurface drain systems. Care should be taken to see that transitions between subsurface materials are compatible, particularly where there is the potential for seepage through those materials. Where the grain size distribution for two adjacent materials is significantly different (e.g., where fine grained and coarse grained materials are used in the same area), an appropriate transitions or filters should be provided. Vault walls and connections should be sealed or filtered to mitigate against migration of material into the vault. Under no circumstances should surface water discharge pipes be directly connected to subsurface water collection and discharge systems unless where specified at safe downgradient locations. 5.7 PAVEMENT DESIGN AND CONSTRUCTION Pavement construction associated with redevelopment of the former Lewis and Clark Theatre site includes new parking lots and driveways around the perimeter of the buildings. Structural design of flexible (i.e., asphalt concrete) pavements is based on the strength of the subgrade soil, strength of the pavement materials, and assessment of vehicle traffic (both vehicle weight and frequency). The California Bearing Ratio (CBR) test can be used to evaluate the strength of subgrade soils and pavement section materials. A CBR test was performed on a composite sample of the near - surface soils. The composite was created from bulk soil samples taken from borings B1, B2, and B6. Based on our interpretation of the test results, we recommend a CBR value of 10 and /or a resilient modulus (MR) of 10,000 pounds per square inch (psi) be used for design of pavement sections. I:Woc Safc\9000A9903 001\Avis Gcotccl Study doc 15 The number of Equivalent Single Axle Loads (ESALs) is used to represent the volume of traffic and weight of vehicles expected to travel on roadways and parking areas. The number of ESALs is based on estimated traffic volumes projected over the economic life of the pavement (usually 20 years, with an understanding that asphalt concrete pavement generally will require ;f z some significant maintenance or rehabilitation at about 10 to 15 years of service) and the 6 expected mix of cars and trucks. The pavement section used for new pavements at the site 0 p should be selected by the project civil engineer based on the estimated traffic volumes and w ui vehicle weights. The following structural pavement designs were developed for a range of N ESALs. w O Equivalent Pavement Component Thickness (feet) Single Axle Loads Class A or B Class G F w Asphalt Concrete Asphalt, Concrete Gravel Base ? HO Z 10,000 0.25 50,000 0.30 0.25 150,000 0,35 0.30 6.0 BASIS FOR RECOMMENDATIONS tADoc Sofc19000s19903 001 V1vis Gcotcchnicol Study doc 0.15 0.50 0.60 0.40 OEOMATRIX w w O • N O I- w • uj 0.15 0.50 u. O tii We recommend that pavement materials be specified to conform with the requirements of the 0 Washington State Department of Transportation (WSDOT) Standard Specifications, 2002 0 '— 0.70 edition. Asphalt concrete should meet the requirements of Section 9 -03.8 of the WSDOT Standard Specifications. If'the 2004 edition of'the Standard Specifications is used, we recommend that %z -inch gradation Hot Mix Asphalt (HMA) be substituted for Class A or B Asphalt Concrete and % -inch HMA be substituted for Class G. Gravel base should meet the requirements of Section 9 -03.10 of the WSDOT Standard Specifications, The upper 12 inches of'pavement subgrade and the aggregate base section should be compacted to a minimum of'95 percent of the Maximum Dry Density according to ASTM Test Method D 1557. The recommendations made in this report are based on the assumption that soil or grandular conditions do not deviate appreciably from those disclosed in the exploratory borings drilled at this site, If any variations or undesirable conditions are encountered during construction, the 16 z • ti effects of these conditions on the recommendations presented herein should be evaluated and, if necessary, supplemental recommendations developed. The recommendations are made for the proposed structures and renovations at the former Lewis and Clark Theatre site as described in this report. Significant changes in location, type of structures, or loading conditions should be evaluated as to their effects on the recommendations. We recommend that Geomatrix review the foundation and earthwork plans and specifications for this project to confirm that the intentions of the recommendations presented herein have been properly interpreted and incorporated into the contract' documents. In addition, a Geomatrix representative should observe earthwork and foundation construction to confirm that subsurface conditions encountered during construction are comparable to those used for developing the recommendations presented in this report. Unanticipated subsurface conditions, which cannot be disclosed fully by drilling exploratory borings, are commonly encountered and frequently require additional expenditures to attain a properly constructed project. Some contingency funding is recommended in case additional exploration, testing, or design modifications are required by conditions encountered during construction. In the performance of its professional services, Geomatrix, its employees, and its agents comply with the standards of care and skill ordinarily exercised by members of our profession practicing in the same or similar localities, This report may not provide all the subsurface and geologic information needed by a contractor to construct the project. No warranty, either expressed or implied, is made or intended in connection with the work performed by us, or by the proposal for consulting or other services or by the furnishing of oral or written reports or findings. We are responsible for the conclusions and recommendations contained in this report, which are based on data related only to the specific project and locations discussed herein, In the event that conclusions or recommendations based on these data are made by others, such conclusions and recommendations are not our responsibility unless we have been given an opportunity to review and concur in writing with such conclusions or recommendations. 7.0 REFERENCES GEOMATRIX I:1Doc Safc19000A9903 001\Avis Geotccitnical Study doc c#0 Booth, Derek B., and Waldron, Howard H. in press (draft map dated January 22, 2003), Geologic Map of the Des Moines 7.5- minute Quadrangle, Washington: U.S.. Geological Survey Miscellaneous Field Investigation, scale 1:24,000 (database by Ralph A. Haugerud and Elizabeth A. Barnett).. 17 Booth, Derek B., Haugerud, Ralph A., and Sacket, Jill B., 2002, Geologic Map of King County, Washington: U.S. Geological Survey Map 1 -nnnn, scale 1:100,000. Bucknam, R.C., Hemphill - Haley, E.., and Leopold, E.B., 1992, Abrupt uplift within the past 1700 years at southern Puget Sound, Washington: Science, v. 258, p. 1611 -1614. Building Seismic Safety Council, 1998, NEHRP (National Earthquake Hazards Reduction Program) Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, 1997 Edition, Part 1: Provisions (FEMA 302), including the spectral acceleration maps (numbers 1 through 24) for short period and Iong period motions, February. Daniel, Chris R.,. Howie, John A, and Sy, Alex,2003, A Method for Correlating Large Penetration Test (LPT) to Standard Penetration Test (SPT) Blow Counts, Canadian Geotechnical Journal, 40: 66 -77. Frankel, A.D. and Leyendeker, E.V., 1998, USGS seismic - hazard lookup programs and map viewing applications, Review copy of CD- ROM, January 28. Geomatrix Consultants, Inc., 2004, Phase I Environmental Site Assessment Report, Lewis and Clark Theatre, 15820 International Boulevard, Tukwila, Washington, September 1. Gower, H.D., Yount, J.G., and Crosson, R.S., 1985, Seismotectonic map of the Puget Sound region, Washington: U.S. Geological Survey Miscellaneous Investigations Series Map I -1613, scale 1 :250,000, 15 p. International Code Council, Inc.., 2002, 2003 International Building Code, December. Johnson, S.Y., Dadisman, S.V., Childs, J.R., and Stanley, W.D, 1999, Active Tectonics of the Seattle Fault and Central Puget Sound, Washington : Implications for earthquake hazards: Geological Society of America Bulletin, v. 111, no. 7, p.. 1042 -1 053. King County Government on the Web. http : / /www.metrokc.gov /assessor/ . Muench, Stephen T., Mahoney, Joe P., Pierce, Linda M. (Principal Authors), et.. al, 2004, The Washington State Department of Transportation's Pavement Guide Interactive, lhttp : / /hotmix.ce.washington.edu /wsdot web/ . Satake, K., Shimazaki, K., Tsuji, Y., and Ueda, K., 1996, Time and size of a giant earthquake in Cascadia inferred from Japanese tsunami records of January 1700: Nature, v.379, pp.246 -249, 18 January. Seed, H.B., and Idriss, I.M., 1982, Ground motions and soil liquefaction during earthquakes: Earthquake Engineering Research Institute, Oakland, California, Monograph Series, 134 p. I :1Doc Safu\9000s19903 001■Avis Geotcclttticai Study doc GEOMATRIX 18 • I: \Doc Safa9000s\9903 001\Avis Geotechnical Study.doc e)e GEOMATRIX Seed, H.B., Tokimatsu, K., Harder, L.F., and Chung, R.M., 1985, Influence of SPT procedures in soil liquefaction resistance evaluations: Journal of Geotechnical Engineering Division, American Society of Civil Engineers, v. III, no. 12, December, p. 1425 -1445. z U.S. Geological Survey (USGS), 2002, Earthquake Hazards Program, National Seismic Hazard ` 1 z Mapping Project, Interpolated Probabilistic Ground Motion for the Conterminus 48 re w 2 States by Latitude Longitude, 2002 Data, http:// eghazmaps .usas.gov/html /info.html. 6 v UO . USGS, 1949 (revised 1995), Topographic Map of the Des Moines 7.5- minute quadrangle, co W Washington: U.S. Geological Survey, scale 1:24,000, ILI _ F (i)w Washington State Department of Ecology Website. http: / /apps.ecy.wa.gov . w 0 Washington State Department of Transportation (WSDOT), 2004, Standard Specifications for g Q Road, Bridge and Municipal Construction, Manual M 41 -10. cop = w WSDOT, 2002, Standard Specifications for Road, Bridge and Municipal Construction, Z i =.. Manual M 41 -10. F- O � Z F- w Youd, T.L., and Idriss, I.M., 2001, Liquefaction Resistance of Soils: Summary Report from the 2 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction v Resistance of Soils: ASCE, Journal of the Geotechnical and Geoenvironmental ;p F-. Engineering, v. 127, no. 4, p. 297 -313. w w' F- U. -O w Z . 0 O Z 19 a E 0 2 Base map Iram U S GS 75' Topographic Quadrangle Des Moines, Washington APPROXIMATE SCALE (FEET) 2000 GEOMATRIX SITE LOCATION MAP 15820 International Boulevard Tukwila, Washington Project No. 9903 Figure If SA9900199031001104 1028 gal fig 02.ai 7 V S1507H_ST • j M / tCj:ml snpCe•nty 1 ` \ J GEOIVIATRIX T SH /•ADDITION COM PACTOR mo o. .: BB as 161. 01.1•111,11.1.1M7r1IN. 7 ▪ DOLLAR RENT A CAR S 160TH ST WASHINGTON STATE "`.`._. PATROL . )e B8 CELL TOWER B74 B2 m 0 0 w ATE[I VINE j AREA • CULVERT.. ..•, % DISCHARGE �. . • PORTION OF SITE t. 83 BEING LEASED TO %. DOLLAR RENTA CAR S ` ;•. I APPROXIMATE GROUNDWATER 4- B4 I FLOW DIRECTION i lltn'lw- =- ��-m-nm4=-1- I APPROXIMATE LOCATION �• OF CULVERT FUTURE 12,000 GALLON AST FUTURE DISPENSER ISLANDS (4) SITE PLAN AND BORING LOCATIONS 15820 International Boulevard Tukwila, Washington SHUTTLE PARK 2 FACILITY 1 . wi R \ yt 0 I I I I I I ( 01 14088. \s\ • NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. EXPLANATION 4- Geotechnical, Hollow Stem Auger Boring, October 15, 2004 Water Vault - - -- Site Boundary Pi l 0 200 Feet I I Approximate Project No. 9903.001 Figure 2 • a EXISTING CONCESSION AREA TO BE RENOVATED FORMER BOWLING ALLEY TO BE RENOVATED r... • GEOMATRIX SITE BOUNDARY j! ;"` • 1;: 1 1: � 1 0.6 Mal • Nk Y SECURITY KIOSK' • • • FORMER AND PROPOSED FEATURES 15820 International Boulevard Tukwila, Washington NO MD OMNIBUS Oa NM NEW ABOVE GROUND / STORAGE TANK I ti 1 0 1800 Feet i I I I I 1 Project No. 9903.001 Figure 3 5:19900199031001104 _ 1028 gs1 fig 04.a1 OLDER GLACIAL AND NO.Y- GLACLAL DUO SITS Recessional outwash deposits Stratlied sand and gravel, moderately sorted to well sorted, and less common silty sand and silt. Deposited in broad anastomosing outwash channels that carried south - draining glacial meltwater away from the ice margin during ice retreat. Typically slightly oxidized. Deposits less than about 1 m thick not shown on map. Recessional Lacustrine Deposits Very fine - grained sand, silt, and clay deposited in small lakes during ice recession. Till Compact diamict containing subrounded to well- rounded clasts in a massive, silt- or sand -nch matrix; glacially transported and deposited. Generally a few meters to a few tens of meters thick, forming an undulatory surface. Also found sporadically within areas mapped as unit Qvi. Advance Outwash Deposits Well- bedded sand and gravel deposited subaqueously or by streams and rivers in front of the advancing ice sheet. Almost devoid of silt or clay, except near base of unit. Generally unoxidized. • y 111 �QI ?� ll NONGL ?CL-'.L DEPOSITS YOUNGER GLACIAL DEPOSITS o�R Qvr ,Qvi I Qob I Ii;o . C. BEDROCK. Qt. ';. Qvt v. Oval I l'ri Ioc::de in= rtnmo >r.,rs hr fIrr pre lent NOTES: Data from Draft Paper, January 22, 2003. Base from U.S. Geological Survey, Des Moines, WA,1995. Topography compiled from aerial photographs taken 1943 and field checked 1949. Universal Transverse Mercator projection, North American datum of 1927. Contour Interval 25 Feet. 0 ?leo.rcce Approximate QUA117. 1RRY Eo ri TERTIARY ■ 1500 Feet • GEOMATRIX GEOLOGIC MAP 15820 International Boulevard Tukwila, Washington Project No. 9903.001 Figure 4 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. APPENDIX A FIELD EXPLORATION FORMER LEWIS AND CLARK THEATRE 15820 International Boulevard Tukwila, Washington The field exploration program for this project consisted of eight exploratory borings. The location of each exploration point was estimated by pacing from existing site features. The approximate location of each exploration point is shown on Figure 2 of the main text. GEOMATRIX Before performing the exploratory borings, Geomatrix notified Sterling Realty Organization (SRO) of our intent to conduct exploration work. In accordance with State law, we also contacted One Call. In addition to notifying One Call, we hired a private utility locating service, Applied Professional Services (APS) to check the proposed drilling locations for buried metal objects and live electrical wires. The marks made by One Call members at each exploration location were verified, and the exploration locations were visually checked for the presence of sewer lines prior to drilling. In accordance with federal law, a site - specific health and safety plan was prepared to identify potential health and safety issues and to outline procedures to protect Geomatrix personnel, This plan was developed based on our Phase I ESA. The plan was reviewed by all site personnel, including subcontractors. The exploratory borings were drilled and sampled on October 15, 2004, by Cascade Drilling, Inc. of Woodinville, Washington, using a truck- mounted Mobile B61 drill rig.. Borings B -1 through B -8 were advanced to depths of about 30, 20V2, 16, 11, 16, 6, 31/2, and 3V2 feet, respectively. Soil samples were collected from the borings to aid in identifying the soil and for subsequent laboratory testing. Ms. Zanna Satterwhite, Staff Geologist with Geomatrix, maintained records of field activities, classified the soils encountered, and prepared continuous logs of the borings. Final boring logs, developed from laboratory classifications and conditions recorded on the field logs, are presented on Figures A -2 through A -9. A boring log explanation sheet is presented on Figure A -1. At selected boring locations, bulk/bag samples were collected from the soil cuttings from the augers. Most soil samples were collected using a Dames & Moore drive sampler (2.5 -inch inside diameter [I.D.] and 3.0 -inch outside diameter [O..D.]). The Dames & Moore sampler was 1:1Doc Safc19000sW903 001\Avis Geotcclinicnl Study doc A -1 I:\Doc Safc\9000s \9903 001 \Avis Gcotcchnical Study doc GEOMATRIX lined with thin, segmented brass rings /tubes and driven into the soil with a 300 -pound hammer falling 30 inches. Blowcounts were recorded for each 6 inches of penetration. The blowcounts required for the final 12 inches of driving, or portion thereof, are given at the corresponding sample locations on the boring logs. When the samplers were withdrawn from the boreholes, the soil samples were removed and carefully sealed to preserve their in situ water content. Preliminary soil classifications were made visually in the field in general accordance with ASTM D 2488 and verified by further examination in the laboratory and by test results, The relative density of generally cohesionless soils and the consistency of cohesive soils were evaluated using the guide presented in Table A -1. No groundwater was encountered, The borings were backfilled on October 15, 2004. In accordance with project requirements, all borings were backfilled with bentonite chips. Borings located in paved areas were patched with concrete at the surface. Soil cuttings generated during drilling operations were placed in four 55- gallon drums and left at the southeast corner of the Site, as directed by site personnel. A -2 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR1HAN THIS NOTICE IT IS DUE TO THE _ QUALITY OF THE DOCUMENT. Relative Density of Cohesionless Soils Consistency of Cohesive Soils Penetration Resistance N (blows /ft) Relative Density Penetration Resistance N (blows /ft) Consistency 0 -4 Very loose <2 Very soft 4 -10 Loose 2 -4 Soft 10 -30 Medium dense 4 -8 Medium stiff 30 -50 Dense 8 -15 Stiff >50 Very dense 15 -30 Very stiff >30 Hard TABLE A -1 GUIDE FOR ESTIMATING RELATIVE DENSITY AND CONSISTENCY BASED ON BLOWCOUNT DATA Note: (1) The blowcounts in this table apply to standard penetration test (SPT) samplers driven in general accordance with ASTM D 1586 (140 pound hammer with 30 -inch drop), The blowcounts from the Dames & Moore sampler driven with a 300 pound hammer and 30 -inch drop (sometimes referred to as "large diameter penetration test" or "LPT ") are generally lower than SPT blowcounts because of differences in sampler diameter, surface area, and hammer energy. The relative densities and consistencies recorded on the boring logs were evaluated based on the estimated equivalent SPT blowcount for the sampler used. 1:1Doc Sofe19000s19903 0011Avis Gcotcchnical Study doc GECIMATRIX PROJECT: FORMER LEWIS AND CLARK THEATRE 15820 International Boulevard Tukwila, Washington Boring Log Explanation SAMPLES MATERIAL DESCRIPTION LABORATORY TESTS Moisture Content ( %) Dry Density (Pcf) Other 23 50• 3" Standard penetration split -spoon drive sampler, 50 mm (2 -inch) outside diameter, 35 mm (1 3/8 -inch) inside diameter (without liners) Dames and Moore drive sampler, 76 mm (3 -inch) outside diameter, 64 mm (2 1/2 -inch) inside diameter Blow count for last 300 mm (12 inches) of sample, or as noted Blow count for entire drive, total drive less than 150 mm (6 inches) - _ _ _ - - - - _ - PP =1.5 Compaction DS 7V =.80 UC =1300 <200 =44% Sieve LL =27 P1 =4 • — Distinct contact • Gradual or uncertain contact Pocket penetration unconfined compressive strength In tsf Moisture- density relationship (compaction curve) Direct shear Torvane shear strength In tsf Unconfined compressive strength In psf Fine content (percentage of soil passing No. 200 sieve) Grain size distribution LL= Liquid limit; PI= Plastic index NOTES: 1. The stratification lines shown on the boring logs represent the approximate boundaries between material types The actual transitions between materials may be gradual 2. These logs of the test borings and related Information depict subsurface conditions only at the specific locations and at the particular time the boring was made. 3 Soil conditions at other locations may differ from conditions occurring at these locations. Also, the passage of lime may result in changes In the soil and groundwater conditions at these locations 4 Soil colors from Munsell Soil Color Charts GT -2 (6198) Project No. 9903.001 Geomatrix Consultants Figure A -1 PROJECT: FORMER LEWIS AND CLARK THEATRE 15820 International Boulevard Tukwila, Washington Log of Boring No. B1 BORING LOCATION: Eastemmost future fuel dispenser (see Figure 2) ELEVATION AND DATUM: 352 (Assumed Datum, feet) DRILLING CONTRACTOR: Cascade Drilling Inc. DATE STARTED: 10/15/2004 DATE FINISHED: 10/15/2004 DRILLING EQUIPMENT: Mobile 861 TOTAL DEPTH (feet): 29.8 MEASURING POINT: Ground surface DRILLING METHOD: Hollow stem auger DEPTH TO FREE WATER FIRST ENCOUNTERED: No free water encountered SAMPLING METHOD: See Boring Log Explanation, Figure A -1 DEPTH TO FREE WATER AT COMPLETION: No free water encountered HAMMER WEIGHT: 300 pounds HAMMER DROP: 30 inches LOGGED BY: Z. Satterwhite DEPTH (feet) i SAMPLES MATERIAL DESCRIPTION LABORATORY TESTS Sample No. aldwes 1001 IaMOja Moisture Content (%) Dry Density (pof) Other 1 2 - 3- 4 - _ 5 - - 6— 7- g - _ 9- 10 11 - 12- 13 - _ 14- 15- 16- 17- 1 2 3 4 i ♦ s 9 11 64 PAVEMENT 5 inches asphalt concrete over 2 inches -- baserock - - — - — - - - - - - 13 16 6 110 114 Bulk B1 collected at 1 -2.5' pp =3,0 PP = >4.5; <200 =54 SILTY CLAYEY SAND with GRAVEL (SC -SM) Loose, brown (10YR 5/3), low plasticity fines, fine to coarse sand, moist [FILL] SANDY SILT with GRAVEL (ML) - Stiff, brown (10YR 5/3), low plasticity fines, moist, partially cemented [FILL] POORLY GRADED SAND (SP) Medium dense, brown (10YR 5/3), fine to medium sand, moist [POSSIBLE FILL] SILTY SAND WITH GRAVEL (SM) ' Dense, brown mottled gray (10YR 5/3), nonplastic to low plasticity fines, fine to medium sand, moist ' ' , A GT -1 (12/03) Project No. 9903.001 Geomatrlx Consultants Figure A -2 PROJECT: FORMER LEWIS AND CLARK THEATRE 15820 International Boulevard Tukwila, Washington Log of Boring No. B1 cont. = SAMPLES MATERIAL DESCRIPTION LABORATORY TESTS I— W y 0 E o in z I E en —. o g a Moisture Content ( %) Dry Density (PI? Other SILTY SAND WITH GRAVEL (SM) 18 - [CONTINUED] 19- - 20 - — 5 34 7 120 21 - - -- 22- 23 - T Very dense - 24 - - 100• 25 - 6 - 26- — 27 - - 28 - — 29- 7 „ - Bottom of boring at 29,8 feet. Borehole backfilled with bentonite chips and patched with concrete. - GT -2 (alai) Project No. 9903.001 Geomatrix Consultants Figure A -2 Cont. .Lri _.:,: �•:,. sW. iiui:.+..++ leii:.:;,; u: r+: aa. �,.�:i...�...r.raa....w........ PROJECT: FORMER LEWIS AND CLARK THEATRE 15820 International Boulevard Tukwila, Washington rry� Log of Boring No. BL BORING LOCATION: Future AST (See Figure 2) ELEVATION AND DATUM: . —. -- 354 (Assumed Datum, feet) DRILLING CONTRACTOR: Cascade Drilling Inc. DATE STARTED: 10/15/2004 DATE FINISHED: 10/1512004 DRILLING EQUIPMENT: Mobile 861 TOTAL DEPTH (feet): 20.5 MEASURING POINT: Ground surface DRILLING METHOD: Hollow stem auger DEPTH TO FREE WATER FIRST ENCOUNTERED: No free water encountered SAMPLING METHOD: See Boring Log Explanation, Figure A -1 DEPTH TO FREE WATER AT COMPLETION: No free water encountered HAMMER WEIGHT: 300 pounds HAMMER DROP: 30 Inches LOGGED BY: 2. Satterwhite DEPTH (feet) SAMPLES MATERIAL DESCRIPTION LABORATORY TESTS •oN *was Sample 1001 !sMoIS Moisture Content ( %) Dry Density (Pci) Other - 1 - _ 2 - 3- 4- _ 5- g - 7_ g - - 9 _ 10 - 11 - 12- ( - s 13 t _ 14- I _ i 1 1 - . - i 16- i , - i 17 - i 1 2 3 4 14 40 52 50 3.. PAVEMENT 3 inches asphalt concrete over 3 inches - \baserock ,- - - _ - - - _ - - - - - _ - - - - _ - - - - - - 11 6 109 Bulk 82 collected at 1 -2.5' PP = >4.5 <200 =78 SILTY CLAYEY SAND with GRAVEL (SC -SM) Medium dense, brown mottled gray and yellowish orange (10YR 513), low plasticity fines, moist, black rubber pieces (FILL] - SILT with SAND (ML) Hard, grayish -brown (10YR 4/1), low plasticity fines, moist T More gravelly, partially cemented SILTY SAND with GRAVEL (SM) - Very dense, brown (10YR 5/3), nonplastic to low plasticity fines, fine to medium sand, moist _ POORLY GRADED SAND with SILT and GRAVEL (SP -SM) — _ —. — X — GT -1 (t2103) i Project No, 9903.001 Geomatrlx Consultants Figure A -3 r.....r., i,i Ltiiw�wat.u:,w«.vu'g4a�•� J:4.5k.'.rJ.rmMitVi . i ; iai;d.fi:t:t4.+c3xla,[ti� ad. wn� .weas PROJECT: FORMER LEWIS AND CLARK THEATRE 15820 International Boulevard Tukwila, Washington Log of Boring No. B2 cont. DEPTH (feet) SAMPLES MATERIAL DESCRIPTION LABORATORY TESTS "oN aidweg Sample took lsMoIB Moisture Content ( %) Dry Density (pct) Other 18 - 19 - 20 - 5 50 Very dense, brown (10YR 5/3), fine to medium sand, moist T Pockets of clean fine to medium gray sand; some iron oxide staining — _ X Bottom of boring at 20,5 feet. Borehole backfilled with bentonite chips and patched with concrete. GT•2 (0f01) Project No. 9903.001 Geomatrix Consultants Figure A -3 Cont. PROJECT: FORMER LEWIS AND CLARK THEATRE 15820 International Boulevard Tukwila, Washington z 0 m - SAMPLES P. m m rn U, CO BORING LOCATION: SE corner of bowling alley building (see Figure 2) DRILLING CONTRACTOR: Cascade Drilling Inc. DRILLING EQUIPMENT: Mobile B61 DRILLING METHOD: Hollow stem auger SAMPLING METHOD: See Boring Log Explanation, Figure A -1 HAMMER WEIGHT: 300 pounds [AMMER DROP: 30 inches MATERIAL DESCRIPTION Project No. 9903.001 Geomatrix Consultants Log of Boring No. B3 ELEVATION AND DATUM: 355 (Assumed Datum, feet) DATE STARTED: 10/15/2004 TOTAL DEPTH (feet): 16 LOGGED BY: Z. Satterwhite DATE FINISHED: 10/15/2004 MEASURING POINT: Ground surface DEPTH TO FREE WATER FIRST ENCOUNTERED: No free water encountered DEPTH TO FREE WATER AT COMPLETION: No free water encountered LABORATORY TESTS Moisture Dry Content Density ( %) (Pcf) Other 1 2- 3- 4— 5- 2 7 8- 9- 10 — 3 11 - 12— 13- 14— 15 4 16— 17- 3 PAVEMENT 5.5 inches asphalt concrete over 5 inches baserock SANDY SILT (ML) Medium stiff, olive gray mottled brown, gray, and 6 greenish -gray (5Y 4/1), low plasticity fines, some organic material, moist [FILL] 21 TSoft SANDY SILT (ML) Very stiff to hard, brown mottled gray and yellowish- orange (10YR 5/3), low plasticity fines, moist POORLY - GRADED SAND with SILT and GRAVEL (SP -SM) Dense, brownish -gray mottled yellowish- orange (10YR \4/1), fine to medium sand, moist Bottom of boring at 16.0 feet, Borehole backfilled with bentonite chips and patched with concrete. 15 15 16 103 117 Bulk B3 collected at 1 -2.5' PP =2.6 TV =0.4 PP =3.8: <200 =53 GT -1 (12/03) Figure A-4 PROJECT: FORMER LEWIS AND CLARK THEATRE 15820 international Boulevard Tukwila, Washington Log of Boring No. B4 BORING LOCATION: SE corner of site by ShuttlePark 2 (see Figure 2) ELEVATION AND DATUM: 360 (Assumed Datum, feet) DRILLING CONTRACTOR: Cascade Drilling Inc. DATE STARTED: 10/15/2004 DATE FINISHED: 10/15/2004 DRILLING EQUIPMENT: Mobile B61 TOTAL DEPTH (feet): 11 MEASURING POINT: Ground surface DRILLING METHOD: Hollow stem auger DEPTH TO FREE WATER FIRST ENCOUNTERED: No free water encountered SAMPLING METHOD: See Boring Log Explanation, Figure A -1 DEPTH TO FREE WATER AT COMPLETION: No free water encountered HAMMER WEIGHT: 300 pounds HAMMER DROP: 30 inches LOGGED BY: Z. Satterwhite DEPTH (feet) SAMPLES MATERIAL DESCRIPTION LABORATORY TESTS 'ON eldweg Sample 1001 JSMOIB Moisture Content ( %) Dry Density (Pc) Other - 1 - - 2_ 3- 4 — 5 6 — - 7 - g_ 9- 10 _ 11 - - 12— - V 3 13 - 3 - 9. 14— V - 7 - n u 15- I. D _ ri 9 7 16— ii 7 17- 1 2 3 — -- — 12 2 18 PAVEMENT 3 inches asphalt concrete over 3 inches — \baserock /— - - _ — - — — - - — _ - - - - _ — - — - - 7 16 • Bulk a4 collected at 1 -2.5' SILTY SAND with GRAVEL (SM) Medium dense, brownish -gray (10YR 4/1), low plasticity fines, fine to coarse sand, moist [FILL] T Very loose POORLY GRADED SAND with SILT (SP -SM) Medium dense, brown to dark yellowish -brown (10YR 3/4), fine to coarse sand, moist [POSSIBLE FILL] Bottom of boring at 11.0 feet. Borehole backfilled with bentonite chips and patched with concrete. GT -1 (17103) Project No, 9903.001 Geomatrix Consultants [ Figure A -5 PROJECT: FORMER LEWIS AND CLARK THEATRE Boulevard Tukwila, Washington Log of Boring No. B5 BORING LOCATION: W of bowling alley building (see Figure 2) ELEVATION AND DATUM: 358 (Assumed Datum, feet) DRILLING CONTRACTOR: Cascade Drilling Inc. DATE STARTED: 1011512004 DATE FINISHED: 10115/2004 DRILLING EQUIPMENT: Mobile B61 TOTAL DEPTH (feet): 16 MEASURING POINT: Ground surface DRILLING METHOD: Hollow stem auger DEPTH TO FREE WATER FIRST ENCOUNTERED: No free water encountered SAMPLING METHOD: See Boring Log Explanation, Figure A -1 DEPTH TO FREE WATER AT COMPLETION: No free water encountered HAMMER WEIGHT: 300 pounds HAMMER DROP: 30 inches LOGGED BY: Z. Satterwhite DEPTH (feet) SAMPLES MATERIAL DESCRIPTION LABORATORY TESTS 'ON aldwas Sample I 100j (S+ti Ol Moisture Content ( %) Dry Density (Pcr) Other - 1 - 2 = 3 - 4- 5 - 7- 8 _ 1 O — 11 12- S - 2 13 - _ 14- J - 3 15 _ - 16- - 17 4 1 2 3 4 i ' ' A . 11 13 11 24 PAVEMENT 3 inches asphalt concrete over 4 inches -- �baserock — - - - - - - _ - _ - 13 12 28 98 Bulk 65 collected at 1 -2.5' PP = >4.5 PP = >4.5 TV=0.9 P1 =74 200 PP =1.8 SANDY SILT with GRAVEL (ML) Stiff, gray mottled brown, yellow- orange, light gray (N5), low plasticity fines, moist [FILL] 2 -inch long black rubber piece at 1.0' LEAN CLAY with SAND (CL) Stiff, light brown mottled yellowish - orange (10YR 8/3), low plasticity fines, moist [POSSIBLE FILL] SILTY SAND (SM) Dense, brown (10YR 5/3), low plasticity fines, fine to medium sand, moist, pockets of clean fine to medium gray sand Bottom of boring at 16.0 feet. Borehole backfilled with bentonite chips and patched with concrete. GT -1 (12103) 1 ) Project No. 9903.001 Geomatrlx Consultants Figure A -6 __� _ PROJECT: FORMER LEWIS AND CLARK THEATRE 15820 International Boulevard Tukwila, Washington Log of Boring No. B6 BORING LOCATION: W of theatre building (see Figure 2) ELEVATION AND DATUM: 362 (Assumed Datum, feet) DRILLING CONTRACTOR: Cascade Drilling Inc. DATE STARTED: 10/15/2004 DATE FINISHED: 10/15/2004 DRILLING EQUIPMENT: Mobile 1361 TOTAL DEPTH (feet): 6 MEASURING POINT: Ground surface DRILLING METHOD: Hollow stem auger DEPTH TO FREE WATER FIRST ENCOUNTERED: No free water encountered SAMPLING METHOD: See Boring Log Explanation, Figure A -1 DEPTH TO FREE WATER AT COMPLETION: No free water encountered HAMMER WEIGHT: 300 pounds HAMMER DROP: 30 Inches LOGGED BY: Z. Satterwhite DEPTH (feet) SAMPLES ._... MATERIAL DESCRIPTION LABORATORY TESTS Sample No. 1 aiit Blows/ I foot Moisture Content ( %) Dry Density (Pei) Other 1 _ y 2 — 3.. - 4- _ 6 - - 7- 8- 9- 10- 11- 12- 13_ 14- 15 - i - s I 16- 17- i 1 2 10 19 PAVEMENT 3 inches asphalt concrete over 4 inches -- . baserock - 7..8 7.2 Bulk 86 collected at 1 -2.5' <200 =27 SILTY CLAYEY SAND with GRAVEL (SC -SM) Medium dense, brown mottled gray (10YR 5/3), low plasticity fines, fine to medium sand, moist [FILL] SILTY SAND (SM) Medium dense, brown (10YR 5/3), low plasticity fines, fine to medium sand, moist [POSSIBLE FILL] r Bottom of boring at 6.0 feet. Borehole backfilled with bentonite chips and patched with concrete. - - - -' - - - - r GT -1 (12J0a) Project No. 9903.001 Geomatrix Consultants Figure A -7 PROJECT: FORMER LEWIS AND CLARK THEATRE 15820 International Boulevard Tukwila, Washington Log of Boring No. B7 BORING LOCATION: SW of cellular tower (see Figure 2) ELEVATION AND DATUM: 350 (Assumed Datum, feet) DRILLING CONTRACTOR: Cascade Drilling Inc. DATE STARTED: 10/15/2004 DATE FINISHED: 10/15/2004 DRILLING EQUIPMENT: Mobile 861 TOTAL DEPTH (feet): 3.5 MEASURING POINT: Ground surface DRILLING METHOD: Hollow stem auger DEPTH TO FREE WATER FIRST ENCOUNTERED: No free water encountered SAMPLING METHOD: See Boring Log Explanation, Figure A -1 DEPTH TO FREE WATER AT COMPLETION: No free water encountered HAMMER WEIGHT: 300 pounds HAMMER DROP: 30 Inches LOGGED BY: 2. Satterwhite SAMPLES MATERIAL DESCRIPTION LABORATORY TESTS (lean 1430 'otJ alduieg aldwes Blows/ 1 foot Moisture Content ( %) Dry Density (pc) Other - 1 - _ 2- 3- 4 - 5- 6- 7- 8- 9- 10- 11 - 12- - 3 V 13 - • 0 ._ 3 14- V '1 - A u 15- 13 S 3 16- 9 N - 9, a 17- 1 5 PAVEMENT 2 inches asphalt concrete over 4 inches -\baserock /' - - _ - - - - - - - - - - - - - _ _ - - - - - SANDY SILT with GRAVEL (ML) Soft to medium stiff, brown (10YR 5/3), low plasticity fines, moist [FILL] — Bottom of boring at 3.5 feet. Borehole backfilled with bentonite chips and patched with concrete. n GT -1 (12/09) Project No. 9903.001 I Geomatrix Consultants _✓ Figure A -8 __... • PROJECT: FORMER LEWIS AND CLARK THEATRE 15820 International Boulevard Tukwila, Washington Log of Boring No. B8 BORING LOCATION: NE of theatre building (see Figure 2) ELEVATION AND DATUM: _ W 354 (Assumed Datum, feet) DRILLING CONTRACTOR: Cascade Drilling Inc. DATE STARTED: 1011512004 DATE FINISHED: 10!1512004 DRILLING EQUIPMENT: Mobile 861 TOTAL DEPTH (feet): 3.5 MEASURING POINT: Ground surface DRILLING METHOD: Hollow stem auger DEPTH TO FREE WATER FIRST ENCOUNTERED: No free water encountered SAMPLING METHOD: See Boring Log Explanation, Figure A -1 DEPTH TO FREE WATER AT COMPLETION: No free water encountered HAMMER WEIGHT: 300 pounds HAMMER DROP: 30 inches LOGGED BY: Z. Satterwhite DEPTH (feet) SAMPLES MATERIAL DESCRIPTION LABORATORY TESTS Sample No. aidweg Blows! toot Moisture Content ( %) Dry Density (pct) Other - 1 - _ 2 — - 3- 4 — 5- 6— g— 9- 10— 11 - 12— 13- 14— 15- 16— 17- 1 29 PAVEMENT 3 inches asphalt concrete over 3 inches - baserock /— - _ - - _ — - — — - — - — - — - -- - SANDY SILT with GRAVEL (ML) Soft to medium stiff, brown mottled gray (10YR 5/3), .. —\ )ow_plasticity fines, moist jFILLj POORLY GRADED SAND with SILT (SP -SM) Dense, brownish -gray (10YR 4/1), fine to medium sand, moist Bottom of boring at 3.5 feet. Borehole backftlled with bentonite chips and patched with concrete. GT -1 (12103) Project No. 9903.001 Geomatrix Consultants Figure A -9 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR MAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ..• • LABORATORY TESTING APPENDIX B LABORATORY TESTING FORMER LEWIS AND CLARK: THEATRE 15820 International Boulevard Tukwila, Washington Laboratory testing was performed on selected soil samples recovered from the borings drilled at the site. The following tests were performed in the soils- testing laboratory of Analytical/Resources Inc., (ARI) in Tukwila, Washington: • Water content and unit weight, • Atterberg limits (plastic and liquid limits), • Grain size analysis, • Direct shear strength, and • California Bearing Ratio (CBR), Test procedures for the soil tests performed are described herein. Results are summarized on the boring logs in Appendix A or on figures presented at the end of this appendix. Atterberg Limits The liquid limit and plastic limit of two soil samples were measured in the laboratory. These tests were conducted in general accordance with ASTM Test Method D 4318, The results of these index tests are presented at the corresponding sample locations on the boring logs (Figures A -2 through A -9) and on a figure included in this appendix. I:Zoc Safcl900o0903 001\Avis Gcotcchnical Study doc GEDMATRIX Moisture Content and Unit Weight Moisture content, unit weight, and dry density were determined for representative samples recovered from the borings. These tests were conducted in general accordance with ASTM Test Methods D 2216 and D 2850. Results of the moisture content and dry density tests are presented in the right- handed columns of the corresponding sample locations on the boring logs (Figures A -2 through A -9). ia:,. ki+ �a:. u[. i:... iJS ;.1.Y:4;HWtiitxulH+M:.f..13�d: _,�•:.,� -�ii;.iu;:icea:+i:a:�::l,w;4u. B -1 Grain Size Distribution Grain size distribution tests were performed on elected soil samples to assist in their classification. Sieve analyses were performed in general accordance with ASTM Test Method D 422 on the portion of the sample retained in the No. 200 sieve, Graphic representations of the results are presented on a figure included in this appendix.. The percentages by weight passing the No. 200 sieve are presented at the corresponding sample locations on the boring logs (Figures A -2 through A -9). Percentage by Weight Passing the No. 200 sieve For selected soil samples, the percentage by weight passing the No. 200 sieve was measured in general accordance with ASTM Test Method D 1140, The percentages by weight passing the No. 200 sieve are presented at the corresponding sample locations on the boring logs (Figures A -2 through A -9). Compaction A compaction test was performed on a composite bulk sample obtained from upper 21/2 feet of borings B1, B2 and B6. The purpose of the test was to assess the compaction characteristics of near - surface soils for use in engineered fill and as pavement subgrade, The test was performed in accordance with ASTM Test Method D 1557. Test results are presented on a figure included in this appendix, Direct Shear Test Direct shear tests were performed in general accordance with ASTM Test Method D 3080. Results of the direct shear tests are presented on figures included in this appendix. The water content and dry density for the samples tested are presented at the corresponding sample locations on the boring logs (Figures A -2 through A -9). California Bearing Ratio A California Bearing Ratio (CBR) test, for use in pavement design, was performed on a composite bulk sample obtained from borings B1, B2 and B6. The test was performed in general accordance with ASTM Test Method D 1883.. 'Ihe CBR test results are presented on figures included in this appendix, I:\Doc SofcWO00A9903 001\Avis Gcotccludcal Study doc GEOMATRIX B -2 Sample Number Depth Plasticity Index Liquid Limit Plastic Limit Classification B5 -3 10 -10.5 7,2 26.0 18.8 CL B1, B2, B6 Comp 1 -2.5 4.2 17.8 13.5 ML Geornatrix Avis Tukwila 60 50 X 40 30 v N 0. 20 10 CL -ML Atterberg Limits CL or OL ML or C L CH or OH 0 10 20 30 40 50 60 70 80 90 100 110 Liquid Limit MH or OH -AI— 85.3 —A 81, B2, 86 Comp —111— ANALYTICAL RESOURCES INCORPORATED HF95 1 1 , ,.... +,.«, rt`.',: i..%LN ate, ,.• f J T 100000 MI IL I ill ' all : 111111 'MIL 1111111 1 , El ill 0 IN 111 II 10000 —♦— B5 -3 Grain Size Distribution By ASTM D422 Q_ 1000 0 ' 0 0 0 Q It 4t Particle Diameter (microns) —If— B6 -1 100 0 0 10 —a—B1, B2, B6 Comp NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 100 90 80 70 60 50 40 30 20 10 0 1 ANALYTICAL RESOURCES INCORPORATED • Standard Corrected 7.8 % 7.3 132.6 lb /ft' 134.5 lb/ft Moisture Density Relationship ASTM D.1557, Method C ANALYTICAL RESOURCES INCORPORATED Client: Project: Project No..: Sample ID: Optimum Moisture Content Maximum Density Geomatrix Avis Tukwila 9903.001/A B1, B2, B6 Composite Dater October 22, 2004 Notes: The plot shows as- tested data (material greater than 3/4" removed). A rock correction has been run due to >6.5% oversize material present. 134 132 130 126 124 122 5 Moisture Density Relationship 6 7 8 9 Moisture Content (%) 10 11 12 Z '~ W IY 2 6 00 N D W= I0 L ¢ Nom I- = W _ Z I- O Z I- w U � O N O H U LL I- H Z w O ~ Z 008 0 05 0 04 0 03 0 02 001 0 .0 01 Geomatrix Avis Tukwila 3 Direct Shear ASTM D-3080 -- --- B1, B2, B6 Comp 1_ _ N Stress = 2000 psf I 0 0.05 0 1 0.15 0, 2 0,25 0 3 0.35 0 4 0.45 0.5 Horizontal Displacement (inches) • • • ANALYTICAL 0 RESOURCES INCORPORATED 5 Sample and Test Notes: The sample was extruded from the Dames & Moore rings, was measured, weighed, and placed into the shear box. The specified normal force was applied and the sample was allowed to consolidate, The shear test was then run according to ASTM D -3080. Shear speed was 0.035 In /min. HF95 i 5 . 0 02 001 0 •0 01 -0 02 -0 03 -0 04 •0 05 •0.00 10 9 8 7 6 5 4 3 2 1 0 Avis Tukwila Direct Shear ASTM D -3080 —*- -- B7, B2, B6 Comp (Normal Stress = 5000 psf J 0 0..05 0 1 0.15 0 2 0.25 0 3 0.35 Horizontal Displacement (inches) 0.4 0.45 05 0.b5 1 0. 0 3 0, 0 4 0. $5 0 ANALYTICAL RESOURCES INCORPORATED Sample and Test Notes: The sample was extruded from the Dames & Moore rings, was measured, weighed, and placed into the shear box.. The specified normal force was applied and the sample was allowed to consolidate. The shear test was then run according to ASTM D -3080. Shear speed was 0.035 in /min. HF95 5 . :s...�+;u::w,.c�:.,AJ1,....;.`. •" ,_ : �• � +' � .� ...a..., Est ..::.:.aa:.»:u.:'G,..�.:'.o:.. e a mtw: x..:.K. { �.�: �ls�;<:.s'Jwliit4ii%i���;, L 8 7 6 2 0 Geomatrix Avis Tukwila Direct Shear ASTM D -3080 —t-- B1 -1 Normal Stress = 2000 psf 0 0.05 0 1 0.15 0 2 0.25 0 3 Horizontal Displacement (inches) 0.35 0.4 ANALYTICAL RESOURCES INCORPORATED 0.45 04 0.3 02 01 0 0.1 015 0 0,35 0 4 0.15 Sample and Test Notes: The sample was extruded from the Dames & Moore rings, was measured, weighed, and placed into the shear box. The specified normal force was applied and the sample was allowed to consolidate. The shear test was then run according to ASTM D -3080, Shear speed was 0.035 in /min. HF95 04 02 I • ro Q —�O.i --- -- A�1- -,a1� 0.15 0 2 0.25 0 3 0. 5 0 4 0. 12 10 8 6 4 2 U Direct Shear ASTM D -3080 —a— B1 -1 Normal Stress = 5000 psf U 0.05 0.1 0.15 02 0.25 03 Horizontal Displacement (inches) 0.35 04 0.45 0 0 0 .0 Geomatrix Avis Tukwila ANALYTICAL RESOURCES INCORPORATED HF95 5 Sample and Test Notes: The sample was extruded from the Dames & Moore rings, was measured, weighed, and placed into the shear box. The specified normal force was applied and the sample was allowed to consolidate. The shear test was then run according to ASTM D -3080. Shear speed was 0.035 in /min. ' Z mo w 6 O 0 o W = J H W O 2 � I H W z t— z t— al U O O - O 1- W � F— • - . • O w z 0 — O F` ' z ti Geomatrix Avis Tukwila 5 4 3 001 0 008 0 008 0 004 0 002 0 -0.002 Direct Shear ASTM D -3080 -�— B3 -9 Normal Stress = 2000 psf x 0 0,05 0 1 0.15 0 2 0.25 0 3 0.35 Horizontal Displacement (inches) 04 0.45 ANALYTICAL RESOURCES INCORPORATED Sample and Test Notes: The sample was extruded from the Dames & Moore rings, was measured, weighed, and placed into the shear box. The specified normal force was applied and the sample was allowed to consolidate. The shear test was then run according to ASTM D -3080. Shear speed was 0,035 in /min, HF95 05 z =Z 6 re 2 v co 0 W = u_ W 0 2 u. N d W Z F = - ZO ui n U O — O I- 111 • W 1- H u.. O .. U = O ~ Z 0,3 0.25 0 ,2 0.15 0,1 O OS 0 ./...'' -..-_- I ! Q QS n n nc IN Al n a e et et .- ..., .. .. . � ot 14 12 10 8 6 4 2 0 Geomatrix Avis Tukwila Direct Shear ASTM D -3080 —*—B3-1 5000 ps Nor mal Stress f 0 0.05 01 0.15 0 2 0.25 0 3 0.35 Horizontal Displacement (inches) 0 . 3 04 0,45 ANALYTICAL RESOURCES INCORPORATED HF95 05 5 Sample and Test Notes: The sample was extruded from the Dames & Moore rings, was measured, weighed, and placed into the shear box. The specified normal force was applied and the sample was allowed to consolidate. The shear test was then run according to ASTM D -3080. Shear speed was 0.035 in /min. z Z '~ w 00 (I) J WO gQ to 1-- Z 1-- 1--0 Z ' LU 0 O - U r _ .. z U = 0 z . „,�' „ . Initial Dry Density, pcf 134.8 Initial Moisture Content, % 7.7 Percent Swell 0.2 Dry Density After Soak, pcf 134.5 Moisture Content After Soak, % 8.0 Moisture Content, Top 1 Inch After Test, °/T 9.5 Bearing Ratio at 0.1 Inch Penetration 27.5 Bearing Ratio at 0.2 Inch Penetration 43.8 Corrected Bearing Ratio at 0.1 (concave upward) 30.0 Corrected Bearing Ratio at 0.2 (concave upward) 38.7 Geomatrix Avis Tukwila 1800 1600 1400 1200 1000 800 600 400 200 0 0 Load Penetration Curve --♦-- B -1, B -2, B -6 Comp (50 Blows) 0.1 0.2 0.3 0.4 Penetration In Inches 0.5 0.6 z = Z 00 0) 0 .U)w w = 1.- U) LL w 0 LL ¢ = w = ►— 0 ZI- 0� w to H 0 L I 0 Z LLI O • ~ HF95 Initial Dry Density, pcf 133.9 Initial Moisture Content, % 7.9 Percent Swell 0.5 Dry Density After Soak, pcf 133.3 Moisture Content After Soak, % 8.4 Moisture Content, Top 1 Inch After Test, % 9.2 Bearing Ratio at 0.1 Inch Penetration 16.5 Bearing Ratio at 0.2 Inch Penetration 29.8 Corrected Bearing Ratio at 0.1 (concave upward) 25.0 Corrected Bearing Ratio at 0.2 (concave upward) 33.3 1400 1200 1000 800 600 400 200 0 0 Geornatrix Avis Tukwila Load Penetration Curve H B -2, B -6 Comp (40 blow — s - 31 0.1 0.2 0.3 0.4 0.5 Penetration In Inches 0.6 HF95 Initial Dry Density, pcf 132.1 initial Moisture Content, % 7.8 Percent Swell 0.2 Dry Density After Soak, pcf 131.8 Moisture Content After Soak, % 8.7 Moisture Content, Top 1 Inch After Test, % 10.0 Bearing Ratio at 0.1 Inch Penetration 34.0 Bearing Ratio at 0,2 Inch Penetration 43.9 Corrected Bearing Ratio at 0.1 (concave upward) 24.3 Corrected Bearing Ratio at 0.2 (concave upward) 32.0 1600 1400 1200 1000 800 600 400 200 0 0 Geomatrix Avis Tukwila Load Penetration Curve --•- B-1, B -2, B -6 Comp (25 blows) 0.1 0.2 0.3 0.4 0.5 Penetration In Inches 0.6 HF95 w e: 2 �U 0 0 W~ u. 111 O ' 2 J u N • z I- o w U 0- D F- U u"O ,z U = O z • _: . 35 30 25 20 re 15 10 5 1 25 Blows per layer 1 1 50 Blows per layer 40 Brows per layer 0 130 132 Geomatrix Avis Tukwila Dry Density versus CBR E-.- B -1, B -2, B -6 Comp i 134 136 Dry Density, PCF 138 140 HF95 !..AY-18'-2004 10:05AM FR04- TO: KARL COMPANY, FAX NUMBER: 972 - 453-5103 RE: MSDS SHEETS AWS rnl..J.L 1,11.LA:. aA..tu• - - ---- - - - -- - C CENDANT Car Rental Group REVIEWED FOR CODE COMPLIANCE 8onnn' t r FEB -9 2006 City Of Tukwila PHONE NUMBER BUTLMNr fT\!T T Review them and feel free to call with any questions. Regards, Nicole Shemoff nu copy Permit No. FRO/ NICALE SHERNOFF' ' 7" f , C: ' r ~ , �.! CHSSI0t19. °ize . 3t t DATE: 5/18 L.. TOTAL NO. OF PAGES INCLUDING COVER SENDER'S PHONE 973496 -4486 SENDER'S FAX 973 - 496 -3354 RECIIVEL CITY OF I'uovti.,, DEC 1 6 r,;... PERMIT CENT'EF T -491 P.001 F -041 0 URGENT 0 FOR REVIEW 0 PLEASE COMMENT 0 PLEASE REPLY 0 PLEASE RECYCLE - 51ECEUFE r SEP282004 BLUNTS DEMATTEI ASSOCIATES ARCHITECTS AIA YCarl, In this fax will be MSDS sheets for fuel, motor oil, antifreeze, and a few chemical supplies; shops buy in bulk. This facsimile contains CONFIDENTIAL INFORMATION, winch may also be LEGALLY PRIVILEGED and which is intended only for the use of the individual or entity named above. If the reader of the facsimile is not the intended recipient, you are hereby on notice that you are in possession of confidential and privileged information. Any dissemination, distribution or copying of this facsimile is strictly prohibited t)404 -*LI 47 ,NWi 10 iu:UaAM rrcuNr SC FUELS /SOUTHERN COUNTIES OIL CO. TO: A1TN: FAX: NOTE: AN IMPORTANT FAX FROM 5310 Quailridge Drive, Camarillo, CA 93012 (805)389 -3550 FAX (805)389 -3554 DATE: 5/n/04 FROM: _ KAREN KOEP ..rw• U 1■L0,4 # of Pages - including cover sheet 19 T -491 P.002 F -041 i roar. ui MAY -18 -2004 10:05AM FROM- • I SECTION 1 CHEMICAL PRODUCT AND COMPANY IDENTIFICATION ULTRAMAR, INC. SAFETY AND LOSS CONTROL DEPARTMENT 24 -HOUR EMERGENCY TELEPHONE NUMBER SUBSTANCE: GASOLINE, AUTOMOTIVE, UNLEADED (CONVENTIONAL AND RFG) TRADE NAMES /SYNONYMS: UNLEADED GASOLINE; PREMIUM UNLEADED GASOLINE; PETROL; MOTOR SPIRITS; BENZIN; GASOLINE; "A" GRADE GASOLINE (NCRA); "N" GRADE GASOLINE (NCRA); BEACON UNLEADED; ULTRAMAR UNLEADED PLUS; BEACON PREMIUM UNLEADED; ULTRAMAR ULTRA SUPREME; UN 1203; STCC 4908178; ULT10340 CHEMICAL FAMILY: Petroleum hydrocarbon SECTION 2 COMPONENT . PERCENTAGE: CREATION DATE: 03/08/90 REVISION DATE: 01/05/95 OTHER CONTAMINANTS: NONE MATERIAL SAFETY DATA SHEET J vu,J vn.•u1 • y COMPOSITION, INFORMATION ON INGREDIENTS GASOLINE, AUTOMOTIVE, UNLEADED 100 MAY CONTAIN: BENZENE >0.1% CAS NUMBER: 71 -43 -2 SECTION 3 HAZARDS IDENTIFICATION T -491 P.003 F -041 1 ivL_ UL ULT10340 Page 001 of 013 P.O. BOX 93102 LONG BEACH, CALIFORNIA 90809 -3102 (310) 491 -6795 OR (310) 435 -5832 CAS NUMBER: 8006 -61 -9 RTECS NUMBER: LX3373000 CERCLA RATINGS (SCALE 0 -3): HEALTH =3 FIRE =3 REACTIVITY =0 PERSISTENCE=1 NFPA RATINGS (SCALE 0 -4): HEALTH =1. FIRE =3 REACTIVITY -O EMERGENCY OVERVIEW: Clear colorless to amber, aromatic, volatile liquid Cancer hazard (contains material which can cause cancer in humans). Risk of cancer depends on duration and level of exposure. Causes respiratory tract, skin and eye irritation. May cause blood disorders. May affect the central nervous system. Flammable liquid and vapor. May cause flash fire. Do not breathe vapor or mist. Do not get in eyes, on skin, or on clothing. Keep away from all ignition sources. Keep container tightly closed. Wash thoroughly after handling. Use only with adequate ventilation. Handle with caution. POTENTIAL HEALTH EFFECTS: INHALATION: SHORT TERM EFFECTS: May cause irritation. Additional effects may include ringing in the ears, nausea, vomiting, difficulty speaking, difficulty 1 MAY -18 -2004 10:05AM FROM- CARCINOGEN STATUS: OSHA: Y NT?: Y IARC: Y SECTION 4 FIRST AID MEASURES • t V 111•r1 14 LLlJ T -491 P.004 F -041 8 rhIL. UJ ULT10340 Page 002 of 013 swallowing, chest pain, difficulty breathing, irregular heartbeat, headache, drowsiness, drunkeness, disorientation, numbness, twitching, visual disturbances, lung congestion, blood disorders, paralysis, convulsions, shock and coma. LONG TERM EFFECTS: In addition to effects from short term exposure, low blood pressure, loss of memory, hearing loss, kidney damage, nerve damage and brain damage may occur. May also cause reproductive effects and cancer. SKIN CONTACT: SHORT TERM EFFECTS: May cause irritation. Additional effects may include blisters, blood in the urine, low blood pressure and kidney damage. LONG TERM EFFECTS: In addition to effects from short term exposure, burns and tingling sensation may occur. EYE CONTACT: SHORT TERM EFFECTS: May cause irritation. LONG TERM EFFECTS: In addition to effects from short term exposure, cataracts may occur. INGESTION: SHORT TERM EFFECTS: May cause gastrointestinal irritation. Additional effects may include fever, nausea, vomiting, diarrhea, chest pain, difficulty breathing, irregular heartbeat, headache, drowsiness, drunkeness, disorientation, twitching, visual disturbances, bluish skin color, lung congestion, lung effects, liver damage, paralysis, convulsions, coma and heart failure. LONG TERM EFFECTS; In addition to effects from short term exposure, anemia and impotence may occur. May also cause cancer. INHALATION: FIRST AID- Remove from exposure area to fresh air immediately. Perform artificial respiration if necessary. Maintain airway, blood pressure and respiration. Keep warm and at rest. Treat symptomatically and supportively. Get medical attention immediately. Qualified medical personnel should consider administering oxygen. SKIN CONTACT: FIRST AID- Remove contaminated clothing and shoes immediately. Wash with soap or mild detergent and large amounts of water until no evidence of chemical remains (at least 15 -20 minutes). Get medical attention immediately. EYE CONTACT: FIRST AID- Wash eyes immediately with large amounts of water or normal saline, occasionally lifting upper and lower lids, until no evidence of chemical remains (at least 15 -20 minutes). Get medical attention immediately. INGESTION: FIRST AID- Only hydrocarbons that are solvents for a toxic agent or are themselves toxic need to be evacuated. Extreme care must be used to prevent aspiration. Gastric lavage with a cuffed endotracheal tube in place to .prevent further aspiration should be done within IS minutes. In the absence • MAY -18 -2004 10:05AM FROM- T -491 P.005 ULT10340 Page 003 of 013 of depression or convulsions or impaired gag reflex, emesis can also be induced using syrup of ipecac without,,increasing the hazard of aspiration (Dreisbach. Handbook of Poisoning, 12th Ed.). Treat symptomatically and supportively. Gastric lavage should be performed by qualified medical personnel. Get medical attention immediately. NOTE TO PHYSICIAN ANTIDOTE: No specific antidote SECTION 5 FIRE FIGHTING MEASURES . Treat symptomatically and supportively. FIRE AND EXPLOSION HAZARD: Dangerous fire hazard when exposed to heat or flame. Vapor -air mixtures are explosive. EXTINGUISHING MEDIA: Dry chemical, carbon dioxide, water spray or regular foam (1993 Emergency Response Guidebook, RSPA P 5800.6). For larger fires, use water spray, fog or regular foam (1993 Emergency Response Guidebook, RSPA P 5900.6). F -041 P•V1.. 61.7 Vapors are heavier than air and may travel a considerable distance to a source of ignition and flash back. FIREFIGHTING: Move container from fire area if you can do it without risk. Apply cooling water to sides of containers that are exposed to flames until well after fire is out. Stay away from ends of tanks. For massive fire in cargo area, use unmanned hose holder or monitor nozzles; if this is impossible, withdraw from area and let fire burn. Withdraw immediately in case of rising sound from venting safety device or any discoloration of tank due to fire. Isolate for 1/2 mile in all directions if tank, rail car or tank truck is involved in fire (1993 Emergency Response Guidebook, RSPA P'5800.6, Guide Page 27). Extinguish only if flow can be stopped; use water in flooding amounts as fog, solid streams may spread fire. Cool containers with flooding amounts of water, apply from as far a distance as possible. Avoid breathing vapors, keep upwind. Evacuate to a radius of 1500 feet for uncontrollable fires. Consider evacuation of downwind area if material is leaking. Water may be ineffective (NFPA 325M, Fire Hazard Properties of Flammable Liquids, Gases, and Volatile Solids, 1991) FLASH POINT: -45 F ( -43 C) (CC) LOWER FLAMMABLE LIMIT: 1.2% UPPER FLAMMABLE LIMIT: 7.6t AUTOIGNITION: 536 -853 F (280 -456 C) FLAMMABILITY CLASS(OSHA): IS HAZARDOUS COMBUSTION PRODUCTS: Thermal decomposition products may include toxic oxides of carbon. • MAY -18 -2004 10:05AM FRO* SECT/ON 6 ACCIDENTAL RELEASE MEASURES T -491 P.006 F -041 t?LT10340 Page 004 of 013 OCCUPATIONAL SPILL: Shut off ignition sources. Stop leak if you can do it without risk. Use water spray to reduce vapors. For small spills, take up with sand or other absorbent z material and place into containers for later disposal. For larger spills, dike far ahead of spill for later disposal. No smoking, flames or flares in hazard . 1 = -z area. Keep unnecessary people away; isolate hazard area and restrict entry. s: Reportable Quantity (RQ): o o The Superfund Amendments and Reauthorization At (SARA) Section 304 requires co Le that a release equal to or greater than the reportable quantity established w i f or that substance be immediately reported to the local emergency planning N 1.- committee and the state emergency response commission (40 CFR 355.40). If the w 0 release of this substance is reportable under CERCLA Section 103, the National 2 Response Center must be notified immediately at (800) 424-8802 or - (202) 426 -2675 in the metropolitan Washington, D.C. area (40 CFR 302.6). u_ u) d WATER SPILL: = w The California Safe Drinking Water and Toxic Enforcement Act of 1986 ' z (Proposition 65) prohibits contaminating any known source of drinking water z O with substances known to cause cancer and /or reproductive toxicity. w w UCI j SECTION 7 HANDLING AND STORAGE N off Observe all federal, state and local regulations when storing this substance. u- 1 - — " Store in accordance with 29 CFR 1910.106. z LLi u) Store away from incompatible substances. � i O SECTION a EXPOSURE CONTROLS, PERSONAL PROTECTION EXPOSURE LIMITS: GASOLINE (BULK HANDLING): 300 ppm (900 mg /m3) OSHA TWA; 500 ppm (1,500 mg /m3) OSHA STEL 300 ppm (900 mg /m3) ACGIH TWA; 500 ppm (1,500 mg /m3) ACGIH STEL BENZENE: 1 ppm OSHA TWA; 5 ppm OSHA 15 minute STEL; 0.5 ppm OSHA action level 10 ppm (30 mg /m3) ACGIH TWA; ACGIH A2- Suspected Human Carcinogen (Notice of Intended Changes 1990 -91) 0.1 ppm (0.32 mg /m3) NIOSH recommended 8 hour TWA; 1 ppm (3.2 mg /m3) NIOSH recommended 15 minute ceiling Measurement method: Charcoal tube; carbon disulfide; gas chromatography with flame ionization detection; ( NIOSH Vol. III ## 1500, Hydrocarbons). 10 pounds CERCLA Section 103 Reportable Quantity Subject to SARA Section 313 Annual Toxic Chemical Release Reporting Subject to California Proposition 65 cancer and /or reproductive toxicity warning and release requirements- (February 27, 1987) * *OSHA revoked the final rule limits of January 19, 1989 in response to the { z MAY -18 -2004 10:05AM FROM- T -491 P.007 F -041 1 1 011..dy WINO VLT10340 Page 005 of 013 11th Circuit Court of Appeals decision (AFL-CIO v. OSHA) effective June 30, 1993. See 29 CFR 1910.1000 (58 FR 35338) ** VENTILATION: Provide local exhaust or general dilution ventilation to meet published exposure limits. Ventilation equipment should be explosion -proof if explosive Q concentrations of dust, vapor or fume are present. = z 4. EYE PROTECTION: < j Employee must wear splash -proof or dust - resistant safety goggles to prevent v o eye contact with this substance. 0 co w Emergency eye wash: Where there is any possibility that an employee's eyes may Lu I be exposed to this substance, the employer - should provide an eye wash Nu. fountain within the immediate work area for emergency use. w O 2 CLOTHING: 5 Employee must wear appropriate protective (impervious) clothing and equipment N to prevent repeated or prolonged skin contact with this substance, s d �w Any clothing wet with a flammable liquid should be immediately removed at z ~ the location where it is wetted to prevent burns from possible ignition. z O Ill w GLOVES: D p Employee must wear appropriate protective gloves to prevent contact with this ocn substance. pi- tu RESPIRATOR: H The following respirators are recommended based on information found in the p physical data, toxicity and health effects sections. They are ranked in w Z order from minimum to maximum respiratory protection. o The specific respirator selected must be based on contamination levels found H . in the work place, must be based on the specific operation, must not exceed z the working limits of the respirator and must be jointly approved by the National Institute for Occupational Safety and Health and the Mine Safety and Health Administration (NIOSH MSHA). , Any chemical cartridge respirator with organic vapor cartridge(s) and a full facepiece. Any gas mask with organic vapor canister (chin -style or front- or back- mounted canister), with a full facepiece. Any type 'C' supplied -air respirator with a full facepiece operated in pressure- demand or other positive pressure mode or with a full facepiece, helmet or hood operated in a continuous -flow mode. Any self - contained breathing apparatus with a full facepiece operated in pressure - demand or other positive pressure mode. FOR FIREFIGHTING AND OTHER IMMEDIATELY DANGEROUS TO LIFE OR HEALTH CONDITIONS: Any self- contained breathing apparatus that has a full facepiece and is operated in a pressure- demand or other positive - pressure mode. Any supplied -air respirator that has a full facepiece and is operated in a pressure- demand or other positive- pressure mode in combination with an MAY-IS -2004 10:05AM FROM- VV/ - 1 / -•r.. • ULT10340 Page 005 of 013 auxiliary self- contained breathing apparatus operated in pressure - demand or other positive -prey . sure mode. 1 SECTION 9 PHYSICAL AND CHEMICAL PROPERTIES DESCRIPTION: Clear colorless to amber, aromatic, volatile liquid BOILING POINT: 100 -400 F (38 -204 C) FREEZING POINT: no data available VAPOR PRESSURE: no data available VAPOR DENSITY: 3.0 -4.0 SPECIFIC GRAVITY: 0.7 -0.8 WATER SOLUBILITY: insoluble PH: no data available ODOR THRESHOLD: 0.25 ppm EVAPORATION RATE: no data available SOLVENT SOLUBILITY: Absolute alcohol, ether, chloroform, benzene SECTION 10 STABILITY AND REACTIVITY REACTIVITY: Stable under normal temperatures and pressures. CONDITIONS TO AVOID: T - 491 P.008 F - 041 Avoid contact with heat, sparks, flames, or other sources of ignition. Vapors may be explosive. Avoid overheating of containers; containers may violently rupture in heat of fire. Avoid contamination of water sources. INCOMPATIBILITIES: GASOLINE, AUTOMOTIVE, UNLEADED: OXIDIZERS (STRONG): Fire and explosion hazard. HAZARDOUS DECOMPOSITION: Thermal decomposition products may include toxic oxides POLYMERIZATION: Hazardous polymerization has not been reported to occur temperatures and pressures. SECTION 11 TOXICOLOGICAL INFORMATION of carbon. under normal GASOLINE, AUTOMOTIVE, UNLEADED: (Data derived from unspecified and unleaded gasoline) IRRITATION DATA: 500 mg /24 hours skin- rabbit mild; 500 ppm /1 hour eye -man moderate; 140 ppm /8 hours eye -human mild. TOXICITY DATA: 900 ppm /i hour inhalation -man TCLo; 300 gm /m3/5 minutes inhalation -rat LC50; 300 gm /m3/5 minutes inhalation -mouse LC50; 300 gm /m3/5 minutes inhalation- guinea pig LC50; 30000 ppm /5 minutes inhalation - mammal LCLo; 18,800 mg /kg oral -rat LD50; 13.6 gm /kg oral -rat LD50 (AETODY); 53 mg /kg parenteral -man TDLo; tumorigenic data (RTECS). CARCINOGEN STATUS: Human Inadequate Evidence, Animal Limited Evidence (IARC Group -2B). In studies with mice and rats by inhalation, an increased incidence of hepatocellular adenomas and carcinomas was produced in female but not male mice; an increased incidence of adenomas and carcinomas of the kidney was produced in male but not female rats. LOCAL EFFECTS: Irritant- inhalation, skin, eye. z ;� z ft 41 w0 00 c o (0 ILI N w w 0 2 w ? E d w ►- O z w U O N O I- I • 0 I- I I O .. Z -±- z MAY-1B -2004 10:06AM FROM- HEALTH EFFECTS INHALATION: GASOLINE, AUTOMOTIVE, UNLEADED: IRRITANT / NARCOTIC /ASPHYXIANT /CARCINOGEN. T -491 P.009 F -041 ULT7.0340 Page 007 of 013 ACUTE TOXICITY LEVEL: Relatively non-toxic by inhalation and ingestion. TARGET EFFECTS: Central nervous system depressant; simple asphyxiant. ADDITIONAL DATA: The uie of alcoholic beverages enhances the toxic effects. Stimulants such as epinephrine may induce ventricular fibrillation. AENZENE: IRRITATION DATA: 20 mg /24 hours skin- rabbit moderate; 15 mg /24 hours open skin- rabbit mild; 86 mg eye- rabbit moderate; 2 mg /24 hours eye - rabbit severe. TbXICITY DATA: 2000 ppm /5 minutes inhalation -human LCLo; 2 pph /5 minutes inhalation -human LCLo; 65 mg /m3/5 years inhalation - human LCLo; 100 ppm inhalation -human TCLo; 150 ppm /1 year intermittent inhalation -man TCLo; 10000 ppm /7 hours inhalation -rat LCSO; 300 ppm /6 hours /13 weeks intermittent inhalation -rat TCLo; 300 ppin /6 hours /99 weeks intermittent inhalation -rat TCLo; 9980 ppm inhalation -mouse LC50; 103 ppm /6 hours /5 days intermittent inhalation -mouse TCLo; 221 ppm /6 hours /7 days intermittent inhalation -mouse TCLo; 48 ppm /6 hours /14 days intermittent inhalation -mouse TCLo; 10 ppm /6 hours /10 weeks intermittent inhalation -mouse TCLo; 300 ppm /6 hours /13 weeks intermittent inhalation -mouse TCLo; 300 ppm /6 hours /16 weeks intermittent inhalation -mouse TCLo; 302 ppm /6 hours /26 weeks intermittent inhalation -mouse TCLo; 100 ppm /6 hours /72 weeks intermittent inhalation -mouse TCLo; 146000 mg /m3 inhalation -dog LCLo; 170000 mg /m3 inhalation -cat LCLo; 45000 ppm /30 minutes inhalation- rabbit LCLo; 20000 ppm /5 minutes inhalation - mammal LCLo; >9400 mg /kg skin - rabbit LD50; >9400 mg /kg skin - guinea pig 141050; 50 mg /kg oral -man LDLo; 930 mg /kg oral -rat 141050; 6600 mg /kg /27 weeks intermittent oral -rat TDLo; 4700 mg /kg Oral -mouse LD50; 2 gm /kg oral -dog LDLo; 88 mg /kg intravenous - rabbit LDLo; 1400 mg /kg subcutaneous -frog LDLo; 2890 ug /kg intraperitoneal -rat LD50; 340 mg /kg intraperitoneal -mouse LDSO; 527 mg /kg intraperitoneal - guinea pig LDLo; 1500 mg /kg intraperitoneal - mammal LDLo; 194 mg /kg unreported -man LDLo; mutagenic data (RTECS); reproductive effects data (RTECS); tumorigenic data (RTECS). CARCINOGEN STATUS: OSHA Carcinogen; Known Human Carcinogen (NTP); Human Sufficient Evidence, Animal Sufficient Evidence (IARC Group -1). Numerous case reports and series have suggested a relationship between exposure to benzene and the occurrence of various types of leukemia. Several case - control studies have also shown increased odds ratios for exposure to benzene, but mixed exposure patterns and poorly defined exposures render their interpretation difficult. Three independent cohort studies have demonstrated an increased incidence of acute nonlymphocytic leukemia in workers exposed to benzene. LOCAL EFFECTS: Irritant- inhalation, skin, eye. ACUTE TOXICITY LEVEL: Moderately toxic by inhalation and ingestion; slightly toxic by dermal absorption, TARGET EFFECTS: Central nervous system depressant; bone marrow depressant. Poisoning may also affect the immune system and the heart. AT INCREASED RISK FROM EXPOSURE: Persons with certain immunological tendencies, poor nutrition; anemia and drug or chemically induced agranulocytemia. ,ADDITIONAL DATA; Use of alcoholic beverages may enhance the toxic effects. Use of stimulants such as epinephrine may cause cardiac arrhythmias. May cross the placenta. Interactions with medications have been reported. ACUTE EXPOSURE- At 160 -270 ppm throat irritation may occur within several hours. At 2000 ppm mild anesthesia may occur within 30 minutes. Other MAI - le - wuy iu:UOAM rKUNr u .,, J. I , i.,.J ULT10340 Page 008 of 013 symptoms of central nervous system depression may include headache, nausea, vomiting, dizziness, drowsiness, facial flushing, blurred vision, slurred speech, difficulty swallowing, staggering, confusion and euphoria. At higher levels dyspnea, pulmonary edema and bronchopneumonia may develop. Further depression may occur with weak respiration and pulse, nervousness, twitching, irritability, and ataxia. Severe intoxication may result in delirium, unconsciousness, coma, and convulsions with epileptiform seizures. The pupils may be constricted or, in comatose states, fixed and dilated or unequal; nystagmus may also occur. May also affect the liver, kidneys, spleen, brain, myocardium and pancreas. Death may be due to respiratory or circulatory failure or ventricular fibrillation. Extremely high concentration may cause asphyxiation. CHRONIC EXPOSURE With few exceptions, most of the reported effects of repeated inhalation are from intentional "sniffing" of gasoline rather than workplace exposure. Reported symptoms include headache, nausea, fatigue, anorexia and weight loss, pallor, dizziness, insomnia, memory loss, nervousness, confusion, muscular weakness and cramps, peripheral neuropathy, polyneuritis, and neurasthenia. It is unclear whether some of these symptoms may have been due to gasoline containing lead. Liver and and kidney damage are also possible. In a 90 day study, male but not female rats exhibited a severe, dose - related renal toxicity. In another study, an increase in renal adenomas and carcinomas in male rats and an increase in hepatocellular adenomas and carcinomas in female mice were reported. BENZENE: IRRITANT /NARCOTIC /BONE MARROW DEPRESSANT /CARCINOGEN. ACUTE EXPOSURE- Concentrations of 3000 ppm may cause respiratory tract irritation; more severe exposures may result in pulmonary edema. Systemic effects are mainly .on the central nervous system and depend on exposure time and concentration. No effects were noted at 25 ppm for 8 hours; signs of intoxication began at 50 -150 ppm within 5 hours; at 500 -1500 ppm, within 1 hour; were severe at 7500 ppm, within 30-60 minutes; and 20,000 ppm was fatal within 5 -10 minutes. Effects may include nausea, vomiting, headache, dizziness, drowsiness, weakness, sometimes preceded by a brief period of exhilaration or euphoria, irritability, malaise, confusion, ataxia, staggering, weak, rapid pulse, chest pain and tightness with breathlessness, pallor, cyanosis of the lips and fingertips, and tinnitus. In severe exposures there may be blurred vision, shallow, rapid breathing, delirium, cardiac arrhythmias, unconsciousness, deep anesthesia, paralysis, and coma characterized by motor restlessness, tremors and hyperreflexia, sometimes preceded • by convulsions. Recovery depends on the severity of exposure. Polyneuritis may occur and there may be persistent nausea, anorexia, muscular weakness, headache, drowsiness, insomnia, and agitation. Nervous irritability, breathlessness, and unsteady gait may persist for 2 - weeks; a peculiar skin color and cardiac distress may persist for 4 weeks. Liver and kidney effects may occur, but are usually mild, temporary impairments. Chromosomal damage has been found after exposure to toxic levels. Although generally hematotoxicity is not a significant concern in acute exposure, delayed hematological effects, including anemia and thrombocytopenia, have been reported, as have petechial hemorrhages, spontaneous internal bleeding and secondary infections. In fatal exposures, death may be due to asphyxia, central nervous system depression, cardiac or respiratory failure and circulatory collapse, or occasionally, sudden ventricular fibrillation. It may occur within a few minutes to several hours, or cardiac arrythmia may occur at anytime within 24 hours. Also, death from central nervous system, respiratory or hemorrhagic complications may occur T -491 P.010 F -041 ULT10340 Page 009 of 013 up to 5 days after exposure. Pathologic findings have included respiratory inflammation with edema and hemorrhage of the lungs, renal congestion, cerebral edema, and extensive petechial hemorrhages in the brain, pleurae, pericardium, urinary tract, mucous membranes, and akin. CHRONIC EXPOSURE- Longterm exposure may cause symptoms referable to the central nervous, hematopoietic and immune systems. Early effects are vague and varied and may include headache, light - headedness, dizziness, nausea, anorexia, abdominal discomfort, and fatigue. Sore, dry throat, weakness, lethargy, malaise, drowsiness, nervousness, and irritability have also been reported. Later there may be dyspnea, pallor, slightly increased temperature, decreased blood pressure, rapid pulse, palpitations, and visual disturbances. Dizziness when cold water is placed in the ear and hearing impairment have been reported, have diffuse cerebral atrophy associated with ataxia, tremors and emotional lability. workers exposed to benzene in combination with other solvents have exhibited polyneuritis. Several case reports, one of them an acute exposure, suggest the possibility that systemic exposure may be associated with retrobulbar or optic neuritis. Occasionally hemorrhages in retina and conjunctiva occur and rarely neuroretinal edema and papillederna have accompanied the retinal hemorrhages. Hematological effects vary widely and may appear after a few weeks or many years of exposure or even many year after exposure has ceased. The degree of exposure below which no blood effects will occur cannot be established with certainty. In the early stages, there may be blood clotting defects due to morphological, functional and quantitative platelet alteration with resultant bleeding from the nose and gums, easy bruising and petechiae; leukopenia with predominant lymphocytopenia or neutropenia; and anemia which may be normochromic or macrocytic and hypochromic. Extramedullary hematopoietie, splenomegaly, circulating immature marrow cells, and an initial increase in leukocytes, erythrocytes and platelets have also been reported. The bone marrow may be hyper -, hypo- or normoplastic and does not always correlate with the peripheral blood picture. Also, the symptoms do not always parallel the laboratory findings. If treated at this stage, the effects appear reversible, although recovery may be protracted and there may be relapses. Decreased erythrocyte - survival, hemolysis, capillary fragility, internal hemorrhages, iron metabolism disturbances, and hyperbilirubinemia have also been reported. Exposure to high levels for longer periods may result in aplasia and fatty degeneration of the bone marrow with pancytopenia. The most serious cases of aplastic anemia may be fatal due to hemorrhage and infection; death may occur within 3 months of diagnosis. Enormous variability in individual response, including non -dose dependent aplasia, and the finding of eos•inophilia suggests that, in some cases, the blood dyscrasia may partially be an allergic'reaction. Numerous case reports and series.have suggested a relationship between exposure to benzene and the occurrence of various types of leukemia. Several case - control studies have also shown increased odds ratios for exposure to benzene, but mixed exposure patterns and poorly defined exposures render their interpretation difficult. Three independent cohort studies have demonstrated an increased incidence of acute nonlymphocytic leukemia in workers exposed to benzene. Several studies have also suggested a link between occupational exposure and multiple myeloma and lymphoma, both Hodgkin's and nonhodgkin's. Although aplastic anemia is probably the more likely consequence of longterm exposure, it is not uncommon for an individual surviving this, to go through a preleukemic phase into frank leukemia. Conversely, leukemia without precedent aplastic anemia can occur. In one study the range of time from the start of the exposure to the diagnosis of leukemia was 3 -24 years. It has been suggested that the chromosomal M r to - Luuq IU UDAM rKUM T -491 P.011 F -041 z z ce w 6 -J o 00 w� N_ u- w o 2 Q = • d w ' z ZO w • w o • f 0 I- w W u. O w z 0 0 z MAT tU:UbAM HON— _ . . • T-491 P.012 F -041 ULT10340 Page 010 of 013 aberrations which can arise in peripheral blood and bone marrow cells and persist for a long time after exposure ceases, may be associated with the increased incidence of leukemia. The immunosuppressive effect has also been suggested as being associated with the leukemogenesis. Adverse effects on the immunological system have been shown to make rabbits more susceptible to tuberculosis and pneumonia and may explain why the terminal event in some cases of benzene intoxication may be overwhelming infection. Exposed mice exhibited a tendency toward induction of lymphoid neoplasms. Rats exhibited an increased incidence of neoplasms, mainly carcinomas, at various sites. Menstrual disturbances have been reported more frequently in exposed women. Testicular damage has been reported in rats, rabbits and guinea pigs. Some animal studies have demonstrated embryo/fetotoxicity, sometimes at levels as low as 10 ppm and the potential for teratogenic effects such as decreased body weight and skeletal variants, have also been shown. Other studies have not produced any abnormalities or embryolethality.. SKIN CONTACT: GASOLINE, AUTOMOTIVE, UNLEADED: IRRITANT. ACUTE EXPOSURE- Liquid may cause irritation with erythema and pain. Prolonged or extensive contact may cause blistering and, in extreme cases epidermal necrolysis. A'12 year old boy partially immersed in a pool of gasoline for 1 hour experienced hypotension, abdominal tenderness, disseminated intravascular coagulation, transient hematuria, nonoligurie renal failure and an elevated serum amylase. Autopsy revealed cerebral edema, diffuse bilateral pneumonia, biventricular cardiac enlargement, toxic neprrosis, fatty infiltration of liver and peripancreatic fat necrosis. CHRONIC EXPOSURE- Repeated or prolonged contact with the liquid may cause irritation, dermatitis and defatting of the skin with drying and cracking or burns and' blistering. Some individuals may develop hypersensitivity, probably due to additives. BENZENE: IRRITANT. ACUTE EXPOSURE- Direct contact may cause irritation. Effects may include erythema, a burning sensation, and with prolonged contact, blistering and edema. Under normal conditions, significant signs of systemic toxicity are unlikely from skin contact alone due to the slow rate of absorption; it may however, contribute to the toxicity from inhalation. Application to guinea pigs resulted in increased dermal permeability. CHRONIC EXPOSURE- Repeated or prolonged contact defats the skin and may result in dermatitis with erythema, scaling, dryness, vesiculation, and fissuring, possibly accompanied by paresthesias of the fingers which may persist several weeks after the dermatitis subsides. Peripheral neuritis has also been reported. Secondary infections may occur. Tests on guinea pigs indicate sensitization is possible. Although animal studies have failed to eatablieh a relationship between skin contact and a carcinogenic effect, most of the studies were inadequate; some papillomas and hematopoietic effects have been reported. EYE CONTACT: GASOLINE, AUTOMOTIVE, UNLEADED: IRRITANT. ACUTE EXPOSURE Concentrations between 270 of irritation often before signs such as visible. Liquid splashed in the eyes may and 900 ppm may cause a sensation conjunctival hyperemia are cause pain, smarting and slight, z w re 111 J U 00 () LLI CD Li_ w LL _ w d w ? F— ZO LLI U 0— a F— w w I z U = F. z MAY- 18-Z004 IU:UTAM FROM- • 1 V .rI 1 II I.VV - , • J _$_4.J J LR*jI9M1\ILLU T -491 P 013 F -oat rr-raG. 1 ULT10340 Page 011 of 013 transient corneal epithelial disturbance, Blepharospasm and conjunctival hyperemia and edema may occur. OHRONIC EXPOSURE- Repeated or prolonged exposure may cause conjunctivitis and possible gradual, irreversible loss of corneal and conjunctival sensitivity. BENZENE: IRRITANT. ACUTE EXPOSURE- May cause irritation. Vapor concentrations of 3000 ppm are very irritating, even on brief exposure. Droplets cause a moderate burning sensation, but only a slight, transient corneal epithelial injury with rapid recovery. CHRONIC EXPOSURE- Repeated or prolonged exposure may cause conjunctivitis. S0% of rats exposed to 50 ppm for more than 600 hours developed cataracts. INGESTION: GASOLINE, AUTOMOTIVE, UNLEADED: NARCOTIC. ACUTE EXPOSURE- May cause irritation and burning of the gastrointestinal tract with nausea, vomiting and diarrhea. Absorption may cause initial central nervous stimulation followed by depression. Symptoms may include a mild excitation, restlessness, nervousness, irritability, twitching, weakness, blurred vision, headache, dizziness, drowsiness, incoordination, confusion, delirium, unconsciousness, convulsions and coma. Cardiac arrythmias may occur. Transient liver damage is possible. Direct or indirect aspiration may cause chemical pneumonitis with pulmonary edema and hemorrhage, possibly complicated by bacterial pneumonia, and less frequently, by emphysema and pneumonthorax. Signs of pulmonary involvement may include coughing, dyepnea, substernal pain, sudden development of rapid breathing, cyanosis, tachycardia and fever. Even small amounts may be fatal with death caused by cardiac arrest, asphyxia or respiratory paralysis. Depending on amount aspirated, death may occur rapidly or within 24 hours. CHRONIC EXPOSURE- No data available. BENZENE: NARCOTIC /CARCINOGEN. ACUTE EXPOSURE- May cause local irritation and burning sensation in the mouth, throat and stomach, and hemorrhagic inflammatory lesions of the mucous membranes in contact with the liquid. Signs and symptoms of systemic intoxication may include nausea, vomiting, headache, dizziness, weakness, staggering, chest pain and tightness, shallow, rapid pulse and respiration, breathlessness, pallor followed by flushing, and .a fear of impending death. There may be visual disturbances, tremors, convulsions, ventricullar irregularities, and paralysis. Excitement, euphoria or delirium may precede weariness, fatigue, sleepiness and followed by stupor and unconsciousness, coma and death from respiratory failure. Those who survive the central nervous system effects may develop bronchitis, pneumonia, pulmonary edema, and intrapulmonary hemorrhage. Aspiration may cause immediate pulmonary edema and hemorrhage. The usual lethal dose in humans is 10 -15 milliliters, but smaller amounts have been reported to cause death. A single exposure may produce longterm effects with pancytopenia persisting up to a year. CHRONIC EXPOSURE- Daily administration to humans of 2 -5 grams in olive oil caused headache, vertigo, bladder irritability, impotence, gastric disturbances, and evidence of renal congestion. In female rats treated with 132 single daily doses over 187 days, no effects were observed at Z. mg /kg; slight leukopenia at 10 mg /kg; and both leukopenia and anemia at z I- 1-- re w 6 v 0 co w J w 2 u . S d w z � ZO uj O • N O H ILI =U z w U= 0E- z mrri Iw rsw-. Iwrwlf\nl 11\VIII ULT10340 Page 012 of 013 50 and 100 mg /kg. oral administration to rate and mice at various dose levels induced neoplasms at multiple sites in males and females. In a one year gavage study, rats given 50 or 250 mg /kg, 4 -5 days /week for 52 - Weeks did not exhibit acute or subacute toxic effects, but a dose correlated increase of leukemias and mammary carcinomas was observed; some other tumor types were also reported. Reproductive effects have been reported in animals. SECTION 12 ECOLOGICAL INFORMATION ENVIRONMENTAL IMPACT RATING (0 -4): no data available ACUTE AQUATIC TOXICITY: no data available DEGRADASTLITY: no data available LOG BIOCONCENTRATION FACTOR (BCF): no data available LOG OCTANOL /WATER PARTITION. COEFFICIENT: no data available 1 SECTION 13 DISPOSAL CONSIDERATIONS 1 -4V1 N.Ut4 rust Observe all federal, state and local regulations when disposing of this substance. Disposal must be in accordance with standards applicable to generators of hazardous waste, 40 CFR 262. EPA Hazardous Waste Number D001. 100 pound CERCLA Section 103 Reportable Quantity. Benzene - Regulatory level: 0.5 mg /1 (TCLP -40 CFR 261 Appendix II) materials which contain the above substance at or above the TCLP regulatory level meet the EPA toxicity characteristic, and must be disposed of in accordance with 40 CFR part 262. EPA Hazardous Waste Number D018. SECTION 14 TRANSPORT INFORMATION U.S. DEPARTMENT OF TRANSPORTATION SHIPPING NAME -ID NUMBER, 49 CFR 172.101: Gasoline -UN 1203 V.S. DEPARTMENT OF TRANSPORTATION HAZARD CLASS OR DIVISION, 49 CFR 172.101: 3.- Flammable liquid U.S. DEPARTMENT OF TRANSPORTATION PACKING pROUP, 49 CFR 172.101: PG II U.S. DEPARTMENT OF TRANSPORTATION LABELING REQUIREMENTS, 49 CFR 172.101 AND SUBPART E: Flammable liquid V.S. DEPARTMENT OF TRANSPORTATION PACKAGING AUTHORIZATIONS: EXCEPTIONS: 49 CFR 173.150 NON -BULK PACKAGING: 49 CFR 173.202 BULK PACKAGING: 49 CFR 173.242 U.S. DEPARTMENT OF TRANSPORTATION QUANTITY LIMITATIONS 49 CFR 172.101: : . MAY -Itl-O U4 10:0TAM FROM- T -491 P.015/047 F-041 : ULT10340 Page 013 of 013 PASSENGER AIRCRAFT OR RAILCAR: 5 L CARGO AIRCRAFT ONLY: 60 L 1 SECTION 15 REGULATORY INFORMATION TSCA STATUS: Y CERCLA SECTION 103 (40CFR302.4): Y BENZENE SARA SECTION 302 (40CFR355.30) : N SARA SECTION 304 (40CFR355.40) : N SARA SECTION 313 (40CFR372.65) : BENZENE OSHA PROCESS SAFETY (29CFR1910.119); N CALIFORNIA PROPOSITION 65: Y BENZENE SARA HAZARD CATEGORIES SARA SECTIONS 31.1/312 (40 CFR 370.21) ACUTE HAZARD: Y CHRONIC HAZARD: Y FIRE HAZARD: Y REACTIVITY HAZARD: N SUDDEN RELEASE HAZARD: N 1 SECTION 16 OTHER INFORMATION 10 pounds RC' COPYRIGHT 1984 -1995 MDL INFORMATION SYSTEMS, INC. ALL RIGHTS RESERVED. Z Z et 2 J O 0 , O w= JF.. w0 g u- 2, w F— _ Z ' w ~ o - ': o F- w w- HU u. ~ cu U O ~ z MAY IU:U(AM Description Product Features 1 Benefits • Free rinsing / Won'tweter spot thus oirnfmting dre need fix mooring • Nerd writer WDIe/ Roads y rntess in aU temperatures and Waternardness • Provides multiple functions I Nbwe for use by menial, mechanical me pressure typo applications • boon not centoin phosphates / completely biodegradable Specifications Coen ..........._..... ...... _.. Light amber Prryelmr Farris » ».......Liquid plat _..__,.. ..............- ...r.7 t .2 Detergent Tye ._ _._,_..._.,.,...,..p,esyntrsenc Upper Cloud ^ ...... »...Abeva 140' F Lowerfaassd — ._,— ._..._ »...,._...Below 25 F Biodegradable W.._. -Yes Heed Warr Stability.... Excellent Free Fdr Mng -- -_Yes Safe on Hands ,. »....T ._ — Yes Directions for Use Sped* formulated for feet, eagle mooed of embedded road socks and e,dsauet films from transportation equipment. Ideal for manual washing, prass,ro wasting and for use In power wearing systorrss. Rec rrnwnaee fat oars, audo, twins. trailers„ aircraft, beats, yoff carts, farm equipment end other types of vohides. Do not wash in direct sur>GghL Use 1 tablespoon (1/2 oz.) per each Gahm of warm. Apply to vehicle will a soft doth, sponge, or spray. Wash one section at a tune, rinsing between each. Wash SafetZr information medical advice, If Ingested: Do not induce vomldng, Glue one or two glasses of water. Get medical aid. OSHA Material Safe y data sheet evallabie upon request. For Eyes: Flush whir water for '15 minutes. If irritation For AUTOMOTIVE T -491 P.016/047 F-041 HURRAH Car Wash Concentrate A ooncenlretad car and vehicle wean for fast effective removal of okt, grease and road films, This epecanzed caveat fomulation contains detergents, wetting aids, emulsifiers, Water conditioners and rinse -aid addIl1ves for quick el1dent leaning. Specific GrsrvltY .__ ..............._....,,1.02 3.01 gNcc D enslgr Its/gal .....,... .._... » 8.5 t .1 Activity Highly concentrated NermfUl AII:aG9 None Harmful Solvents Nana F loor Point ._.......- ...--- •- -_.... Nona Tvrdaly ..... Morse Cleaning excellet _ tt �, 1 .�.,... /.� slum . .1M . ..M I year minimum imum to original unopened container from the bottom of the vehicle to the toe, but do the wheels tam Rinse the entire vetide wilt dear water end allow to Cry. CAUTION: MAY BE HARMFUL IF SWALLOWED CONTAINS: SODIUM DODECYLBENZENE SULFONATE Avoid eye contact. Do net ingest For eyes: Rush with water for 16 minutes. If irritation Persists, get sale to, Use and storage by Service Personnel only. National Chemical laboratories WORLD CLASS CLEANING SOLUTIONS' 401 North 1 Dd Street • Phliadetphls, PA 19123 1-800411AT -CHEM • FAX (215) 922 -5.517 www.nclonlIne.com SECTION 6&REJACTIV TY DATA SECTION T -SPILL OR LEAK PROCEDURES Stability Stable Conditions to Avoid: Norte Incompatibility; Strong Acids and OACIZers Hemardous Decomposition Products: Caron Oxides HDzardoU$ Polymerltatiotl: Will not occur. Steps to be taken If material le released or apllisdt Re ontainerize by mopping, wet vacuum, or using e suitable absorbent. Rinse remaining material to dreins. Be cateloUt of slippery floors. Waste dleposal method: Follow local, state, and federal regulations. SECTION &SPECIAL PROTECTION INFORMATION SECTION 0 PRECAUTIONS Respiratory Protection: Not required. Ventilation: Not required. Protnuhro Cleves: Not required. Lye Protection; Not required. Other Protective Equipment: None Prooautione to be taken In handling and storage; Stare . between 40 and 120 Other Precautions: Koop out of reach of children. For sale to, use and storage by 6OTVIC8 personnel only. MMI iu.uilM rtuHr Product Name: Hurrah Car Wash Supplier's Name: National Chemical Laboratories of PA, Inc. Supplier's Addrees: 401 N. 10th street ' Philadelphia, PA 19123 HMIS Hazard Code: Heetthrl Flammability - A Reactivity:0 Other Chemical Family: Synthetic Detergent D.O.T. Shipping Name; N/A , csII rx 9AMC cs+s nw. Dodoeyt- 9enzeneaulfornoAcid Sodium Salt 25156.30.0 Polyethylene Mono (Nonytphenyl) Ether Gtytoots 9016.45 - 9 Doiling Point (F): 212 Vapor Pressure: = To Water Vapor Density: = To Water Solubility In Water. Complete Appearance: Clear, Viscous, Amber Liquid Oder. Cites SECTION 3.PHYSiCAL DATA MATERIAL SAFETY DATA SHEET (SIMILAR TO OSHA FORM 1T4) SECTION 1•MANUFACTURERJDISTRIBUTOR INFORMATION Specific Gravity: 1.023 Evaporation Rate: = To Water Product $ 1201 SECTION 2- HAZARDOUS INGREDIENTS Emergency Phone # :CHEM -TEL (B00)- 255.3924 Chemical Name: NA Proprietary Blend Formula: N.A. Blended Product Hazard Class: WA D.D.T. !DM N/A % commas. Reps PROP. PROP. SECTION 5.HEALTH HAZARD DATA Listed Carcinogen, Mutagen, Teretoeen (Ingredient, Source, Amount): Nona T -491 P.017 /047 F - 04l Huard nabs. RWIRh) Not Est. Not Est SECTION 4-FIRE AND EXPLOSION DATA ru- ►b n,Q+ei. trot tstana enanunaa PropftProprierity Flash Point (F): None To Boiling (TOC) Flammable Umis: Not Est. Unusual Are A Explosion Hazards :. None Route(s) of Entry: lnhaleUon:No SIdn:Yes Ingestion:Yes Threshold Umit Value: Not Est. Effects of Overexposure: May cause minor eye and skin irritation. May be harmful if swallowed. Emergency A First Ald Procedures: For Eyes: Flush with water for at least fifteen minutes. Get ntodloai old. For Skin: Fhteh thoroughly with water. If irrkadan persists get medical aid, If ingested: Do not Induce vomiting. Give milk, egg white, gelatin, or if none of thew are avoIeblo give large quantities of water. Get medical aid. Conditions Agar:wated by Exposure: None The Iniocmation contained In this MSS was obtained from currerd and reliable sources, however the data is provided without any %arardy, expressed or impled, regarding its =cream= cc accuracy. Sines the conditions or handling, storage and disposal of this product ere beyond the m n of of Plitt =moony, R is not reeponeibla for toss, injury and expense stains out of the product's Improper use. No warranty, expressed or Inferred, regarding the p r o d u c t described in this MSDS shall be a e e t e b or 4 'retied b y s 'ststement 41 aria MSDS. Various eovarrvn:tnt agencies may have specific ragufa- dons regarding the transpottaden, hendlrs storage, use or disposal of this pttductwhlch may not be covered by this MSa,S. TM user Is responsible for full oompl ence. DATE PRFPAR 1015!00 By: G.C. SECTION &REACTMTY DATA SECTION 741PiLL OR LEAK PROCEDURES Stability: ty: Stable Conditione to Avoid: None Ineompstibtltty: Avid contact with aUrytene oxides, acid anhydrides, Inorganic adds, ofganlo adds, halogens, phosphorus trlcN oriae, aldehydes, monomers, polymerizabie eaters, hydrogen with palladium. Ndous Decomposition Products: Nitrogen Oxides, ann Monoxide yip to be taken H material is released or spilled: Shut off sauna K possarte m do so w3tra# hazard. Eliminate sources of Ignition. Prevent !quid from enteric sewers, watercourses, leas. waste waste disposal method: Follow (rl, able, and federal regulations. Carbon Hazardous Polymerization: Wil not occur. SECTION 6&8PECIAL PROTECTION INFORMATION SECTION $SPECIAL PRECAUTIONS Respiratory Protection; Generally Not Required. Ventilation: Local. Protective Gloves: Latex or Rubber. Eye Protection: Chemical Goggles Other Protective Equipment: None Precautions to be taken In handling and storms: Stare away from haat, &perks, or other sources of ignition, Do not bled( enhances. Other Precautions: Keep out of reach of children. For safe to, use and storage by servile personnel only. Mw1 10 - LUU4 Ili :UMAM NIUM C)tEMICAL NAME Isopropyl Alcohol 2•Amtno gnaw Glpropylene Glycol Manornothyl Ether Bolling Point (F): 180' F Solubility in Water: Complete Appearance: Thin, Clear, Blue Liquid Odor Alcohol DATE PREPARED•10/5000 tiy: G.C. SECTION 3- PHYSICAL DATA MATERIAL SAFETY DATA SHEET (SIMILAR TO OSHA FORM 174) SECTION 1.MANUFACTURERIDISTRiBUTOR INFORMATION Product Name: #1 Glass and Multi -Surface Cleaner Super Concentrate suppfors Name: Firm Sense, Inc. Supplier's Address: Philadelphle, PA 18123 HM13 Hard Code: Health:2 narnrnablilty2 Reactivity:0 Other :0 Chemical Family: ConesMratml Mae Cleaner D,O.T. Shipping Name: Consumer Commodity SECTION 2- HAZARDOUS INGREDIENTS CM NO. 67 -63.0 141-43-5 34580 -94-B Specific Gravity: 0.84 Evaporation Rate; 2; n•Butylec+etate =1 pH: 11. % Coecaxvtrr Raw PROP. PROP. PROP. SECTION S•HEALTH HAZARD DATA Lletad Carcinogen, Mutagen, Toratogen (Ingredient, Source, Amount): None Product*: 4001 T -491 P.018/047 F -041 Hurl Paw fiLY7EEU dQO ppm 3 ppm Net Est, SECTION 4FIRE AND EXPLOSION DATA hAIVO Alglicabh NS BLrNel babel :r l A.oaPnwlay Emergency Phone S :CHEM -TEL (800) - 265 - 3824 Chemical Name: NA Proprietary Blend ForMUle; NA. Blended Product Hazard Class: ORM-D D.OT.1DIk NJA Flash Point (F): 70' F (TCC) Flammable Limits: Not Est Unusual Fire & Explosion Hazerde: Respirabry prutedtan required for fire lighting personnel Stay upwind if possible. Cod exposed tanks with water. Water spray may be Ineffective In fire fighting. Routs(a) of Entry: inhalation:Yea Shin :Yes Ingestion:Yea Threshold Limit Value; Not Est, Mete of Overexposure: Vapors irritate eyes, nose. throat Liquid will damage eye tissue. If Ingested may cause gastric Moines end eystemtc Into dcelUon. Emergency y & First Ale Procedures: Remove to fresh air and If breathing has stopped give artificial respiration. Keep Inefviouel calm. Call a physician. For Eyes Flush with water forat least fifteen minutes end call a physician. if Ingested! Do not Induce vomiting. Give water and call a physician. Conditions Aggravated by Exposure: May aggravate pre - existing pulmonary condition. The lnrotrnatbn ountalead In ma MSOS woo attained tom =rant said rel aala sources, hverever The data b provided witheil w wartantY, esprsssad or Implied, regarding Ib correctness a acau i cy. Since the sondldona or handling, storage and disposal of this product em beyond the control of this company, h is not reopo►Wbie fakes, IriJury and expense arising out of the products tamper use. No warranty, wed or Inferred, rogording me mart aoaatbed is this MSOS shell be created or Inferred by any slat:unapt In the MSPS. Various goveeir cnt vendee May have apoollo re0ute- hone regortilng the transports:Ion. aanding, strive, use ar disposal of this product which may not be coveted by this MSD& The tsar is responsible forfull oxnpiiance. * Z - '~ CG JU 00 co - 1 W u_ j u) = W Z y_ 1— O Z U O N O I— = U I— F. O ill Z U= O ~ Z SECTION IS-REACTiVITY DATA SECTION 7 -SPILL OR LEAK PROCEDURES Stability: Stable Conditions to Avoid: None Incompatibility: Addis and Oxidizers Hazardous Decompesltlen Products: Carbon Oxides and Amines Hazardous Polymerization: Will not occur. 8telte to be taken if materiel is released or salad; RecantainerIza by mopping, wet vacuum, or using a suitable absorbent. Be sae surface is dry. Rinse remaining materiel to drains. Be cautious of slippery floors. Waste disposal method: Follow local, state, and federal regulations. SECTION 6►SPECIAL PROTECTION INFORMATION SECTION 9-SPECIAL PRECAUTIONS Respiratory Protection: Generally not required. Ventilation: Local. Protective Mow= Rubber or latex Eye Protection: Goggles or safety glasses with shields Other Protective Equipment. Rubber boots should be worn if working in standing solutions Preceullens to be taken In handling and storage: Store between 60 end 120 F. Other Precautions: Thoroughly waah all conteminatod clothing before reuse. Keep out of reach of children. For sale to, use and 5 Dra by service Personnel only. MAY - 18 - 2004 10 :09AM FROM- MATERIAL. SAFETY DATA SHEET (SIMILAR TO OSHA FORM '174) SECTION 1- MANUFACTURER/DISTRIBUTOR INFORMATION Product Nemo: on Degreaser Cleaner Super Concentrate Supplier's Name: tarots Sense, inc. Supplier's Address: Philadelphia, PA 19123 HMIS Head Coda: Healh_2 Flammablidy o ReactMlly :D Chemical Family: Blended Alkaline Detergent DDT. Shipping Name; Consumer Commodity CHEMICAL NAME OAS ND, 2 -Amino Ethanol Dipropylene Glyvvl Monomethylether Sodium Hydroxide Boiling Point (F): 212 Vapor Pressure: = To Water Vapor Density: o To Water Solubility In Writer. Complete Appearance: Clear, Thln Red Liquid DATE PREPARED -i0 /5/00 8y. G.G. SECTION 3- PHYSICAL DATA SECTION 2- HAZARDOUS INGREDIENTS 141 34590.94.8 1310-73 -2 Spsclflo Gravity: 1.08 Evaporation Rate: a TO Water pH: 12.9 x canAnoara wnos PROP. PROP. PROP. SECTION 5-HEALTH HAZARD DATA Listed carcinogen, Mutagsn, Taratogen (Ingredient, Source, Amount): None Product ty: 4003 T -491 P.019/047 F -041 ►less Rana rn.v,9 V 9 bin Not Eat. 2 mg/ma SECTION 4 -FIRE AND EXPLOSION DATA KA.eera Applicable Nil ErL=Nm EN11011Id PrtipAvroprietery Emergency Phone i:CHEM -TEL (800)-256.3924 Othor:NA Chemical Name: NA Proprietary Blend Formula: NA Blended Product Hazard Class: ORM-0 D.O.T. ID#: wA FTseh Point (F): None to Boiling Flammable Limits: Not Est Unusual Fire & Exploalon Hazards-. This product may liberate toxic fumes when heated. Wear self contained breathing apparatue. Route(s) of Entry: Inhalation:Yes Skin :Yes ingestion :Yes Threshold Limit Value: Not Eat. Effects of Overexposure: Causes skin and eye Irritation. Harmful if swallowed. May cause severe muoosai damage and gastric distrerrs. May cause systemic intoxication. Emergency & First Aid Procedures: For Eyes: Flush with water for fifteen minutes. Get medical M. For Skin: Thoroughly Wash with water and apply emollient creme. if irritation persists get medical aid. If Ingested: Do not Induce vomiting. Give milk, egg white, gelatin, or water, ?et immediate medical aid. Conditions Aggravated by Exposure: May aggravate existing dermatitis and irritate sensitive skin, May irritate any pre - existing pulmonary condflons The information contained in this MSDS was obtained from curare and reliaDts botsres, however the data Is prevldod without any warranty, expreoeed or Implied, regarding Its correctness or accuracy. Sine the condition; or handling. storage and dtspasel of this product are beyond the control of thin company, It Is not responsible for loss. inJury and expense arising out of the produtea Improper use. No warranty, axiom :reed or inferred, regarding the product dasaibed In this MSDS shall be created or Inferred by any statement In this MSDS. Various government agencies may have speclf c regula- tions Trimming the transportation, hanrrling, storage. use or mspoaa1 of this product Wt>ut% may not be evened by this MSDS. The user is responsible for run compliance. SECTION B-REACTIVITY DATA SECTION 7- SPILL•OR LEAK PROCEDURES Stability: Stable Conditions to Avoid: None lne ompedbfty: Acids and Oxidizers Hazardous Decomposition Products: Carbon Oxides Hazardous Polyrnerttation: Will not occur. Steps to be taken If materiel Is released or spilled: Vend- late area and rocontelneriae by mopping, wetvaouum, or the uea of a auAabre absorbent Waste disposal method: Fallow local, state, and federal regulations, SECTION S- SPECIAL PROTECTION INFORMATION SECTION 8■SPECIAL PRECAUTIONS Respiratory Protection: If wonting In an unventilated area, weer approved organics respirator. Ventilation: Local. Protective Gloves: Rubber or latex Eye Protection: Messes or melee. Other Protective Equipment: Nona; avoid contamination of clothing pre000M to be taken In hoodfing and atom: Storo between 40° and 120 F. Other Precautions; Keep out of reach of rhrldren. For sale to, use and storage by service pelsomsi only. MAY Iu:UdAM M UM Product Name: #8 Odor Neutralizer Super Con Supplier's Name: Earth Sense, Inc, Supplier's Address: Philadelphia, PA 19123 HMIS Hazard Code: Haslth :l Flamrnabillyt Reactivity:0 Other.D Chemical Family: Odor Control Agent D.O.T. Shipping Name: Consumer Commodity Polyethylene Mono(Nonylphonol) Etter Glycol Boiling Point (F): 21? Vapory Pressure: s To Water Vapor Density: • To Water Solubility In Water: Complete Appearance: Clear, Thin, Amber Liquid Odor: Floral SECTION 3- PHYSICAL DATA MATERIAL SAFETY DATA SHEET (3MLAR TO OSHA FORM 174) SECTION 1- MANUFACTURERIDISTRIBUYOR INFORMATION centrate Product V: 4008 SECTION 2- HAZARDOUS INGREDIENTS CAS tea. 8016 -45.8 Specific Gravity: 1.03 Evaporation Rate: a To Water pH: 7,4 T -491 P.020/047 F -041 NU Witt Esailined Progrrissrielary Emergency Phone B;CHEM -TEL (800)-255-3924 Chemical Name: N.A. Proprtebry Blend Formula: NA Blended Product Hazard Class; ORM-O D.O.T ID$ N/A % CawU$b ayes PROP. Huard Rum (FLY'S.) Not Est. SECTION 4- PIREAND EXPLOSION DATA Flash Point (F): Nana to Soiling Flammable Limiter Not Est Unusual Fire & Explosion Hazards: Heated product may liberate toxic fumes. Wear self contained breathing apparatus. Heated product may also form e5cpiasivs mixtures In air. Remove from fire area or if not possible keep cool. SECTION &HHEALTH HAZARD DATA Route(e) of Entry: Inhalation:No Sidn :Yes Ingeetion;Yes Threshold Llmlt Value: Not Est. Effects of Overexposure: May cause s)cln and eye irritation. If Ingested may cause gastric and mussel damage. Emergency b Fret Aid Procedures; For Eyes: Flush with water for at least fifteen minutes. Get medical old. For Skin; Thoroughly wash with soap and water. If Irritation portals get medical aid, If Ingested Do not Induce vunnling. Give milk, gelatin, egg whites, or a large quantity of water. Get Immediate medical aid. Conditions Aggravated by Exposure: May aggravate any pre- ex1acing pulmonary candtion. Listed Cardnagen, Mutagen, Tr/Mogen (Ingredfenr, Source, Amount): None The Information eontalned In this MSDS was obtained from arrant and reliable sources, ha vever dote la provided withwut ow ware*, expaeovcd or implied, regarding Its oonsdnsaa or aaxrtocy. Since tyre eandltivrp or handing, storage and disposal of this product are beyond the control of Miss company, a Is nor rsaponelble for loss, Injury end expanse arising out clew product's Improper use. No warranty. eupreeaed or Inferred, regarding Me product des bad In Mb MS03 shall be created or Inferred by erry statement m flap MSG*. Various gnvernrnent agencies may tare spedltc regui& dons regarding tin setspottadon, handing, storage, use or disposal of this product which may net be covered by this MSDS. The user is reeponetblo for full cOmpiionce. DATE PR PARED•1W5190 By: G.C. AIM SEND TO Company Name :; b+ r 1 i �,' / ef Attention: iliteo & w per I v70 V Phone Number I7-We Fax Number: ff t NWI'ID'LUU4 IU :UDHM rIWM' Visible Solutions 24481 Detroit Rd., Suite 201 Cleveland, OH 44145 Phone: (440) 808 -9135 Fax: (440) 808 -9137 Number of pages, including cover sheet. T -491 P.021/047 F -041 FACSIMILE COVER SHEET mmi Iu:UOAM rItUM Material Safety Data Sheet May be used to cmnply with OSHA'. Hazard communication Standard 29 CFR 1910.1200 Standard must be nomuleed for IDENTIFY (as used on labol and List) THE BUG BUSTrAtrg Summer Windshield Washer Fluid SECTION I Manufacturers Name and Address: Visible Soludorts, Inc. 24181 Detroit Road, Suede 201 t aysland, OH 41145 SECTION IN - Physl+:a 11Chemiwf Characteristics Bolling Point Vapor Pressure (mmHg.) Vapor Density (AUt) Solubility in Weler:100% Appeeranee and Odor SECTION V - RoactArs Data Stability: STABLE Condlborns to Avoid: 1noompatIbllkty (Materials to Avoid): STRONG OXIDIZING AGENTS Hazardous Decomposition or By- Products CARBON b1014OZIDE, FORELDEHYDE Hazardous Polyrnartzsdon: WILL NOT OCCUR Conditions is Avoid: WA Emergency Tolephone Number Telophono Number for Information: Date Prepared: Signature of Papaw (optIogalt WA Spsdfic Gravity (H20w1) .98 GOF WA Melting Point nla 1.1 Evaporation Rats (Butyl Acetate Q1) Faster Molecular Formula: CH3OH a» GREEN W COLOR, SLIGHTLY ETHER•UNE ODOR T -491 P.022/047 F -041 U.S. Department of Labor OccupetbRai Safety and Health Administr t on (NON - MANDATORY FORM) 1218-0072 M . • .04.1 • u. • Product Hazard Summary: HEALTH DANGER! Effects may be delayed. May bo harmful or fatal if swallowed, inhaled or aboorbed through skin. May be irritating to the akin, eyes and respiratory tract. Over expasnae new cause temporary GrDerrrnanerlt Windeese. (440) 508-0135 ( 808-9135 March 1, 2001 SECTION II • Hazardous Ingredients/identity tdoemotion Hazardous Components (Specific Chemical identity: Common Name(a)) ACGIH TLV Other Limited Reconrrnaoded CASE No. METHANOL 67.56.1 WATER 7718 -S % Notelets: 8.0 Uolecdar Weight WA SoeTloN N - Fire and Explosive Hazard Data Flash Point (Method Used): 135F (TCC) Flammable Limits: LEL• nla UEL- n/a E ainguishing Media: 115E WATER FOG, DRY CHEMICAL OR CARBON DIOXIDE Spacial Fire Fighting Procedures: FIRE FIGHTERS SHOULD L1SE SELF-CONTAINED BREATHING APPARATUS AND WEAR FULL PROTECTIVE CLOTHING Unusual Fir. and E p1esiont Hazards NEVER USE TORCH OR CUTTING TORCH NEAR DRUM BECAUSE PRODUCT CAN IGNITE SECTION VI - Health Hazard Dan Route(s) of Entry: Inhaletlon? YES Sidn? YES Ingestion? YES Hralm Hazards: (Acute)' GESTION - Slightly Tordc SIONSIEYES - Sligilify to moderately irritating; INHALATION - Practically non.tmic. Carcinogenicity: NoT CORED A CARCINOGEN Signs and Sympt:orrrs of Crimsons HEADACHE, FATIGUE, NAUSEA AND BLURRING OF VISION Modkal Conditions Genonlly Aggravated by Expoauts HEART DISEASE Emergency and First Aid Procedures: GIVE OXYGEN, INDUCE VOMITING, GASTRIC LAVAGE. WASH EYES AND SKE4 WITH WATER mni iu.uoiM rNUM- I SECTION Vii - Precautions for Safe Handling and Use Steps to Be Taken in Case Material is Released or Spilled: USE ABSORBENT SWEEPING COMPOUND TO SOAK UP MATERIAL DISPOSE AS HAZARDOUS WASTE, VENTILATE AREA, COVER SPILL WITH ALCOHOL FOAM, PIMP LIQUID INTO DRL*I FOR DISPOSAL . Wasp Disposal Method: DISPOSE OF AS ORDERED BY STATE, LOCAL OR FEDERAL REGULATIONS Precautions to be Taken In Handling and Storing: KEEP AWAY FROM HEAT, SPARKS OR OPEN FLAMES, STORE BELOW 120 DEG F. Other Precautions: NONE SECTION VIII • Control Measures Respiratory Protection (Speclly► Type): GENERAL Ventilation: Mednni®I (General) Protective Gloves: RUBBER GLOVES Eyi Protection: CHEMICAL SPLASH GOGGLES Other Protective Clothing or Equipment: LONG SLEEVES AND LONG PANTSIRUBBER APRON Work/Hypiunk Practksio DO NOT SMOKE WHILE SPRAYING/WASH HANDS AFTER USE First AI± EYES - fmmedlately flush with water for 16 minutes. Get Medical Attention. SIGN • Wash with soap and water. Remove contaminated clothing_ INHALATION:. Remove victim to fresh air, If difficulty Ming, administer mcygen. INGESTION - Induce vomiting, sea doctor THE BUG BUSTER la a trademark of VIsible Solutions Inc. r T -491 P.023/04? F -041 z 6 2 - UO tD W= N LL W O. • d � W z H O z Li/ Lu :p U O — LI H W W H O :. .. z; w O z I, MAY -18 -2004 10:08AM FROM- Material Safety Data Sheet May be used to comply with OSHA'a Hazard Communication standard 29 CFR 1910.1200 Standard must too consulted for speck requirements IDENTIFY (as used an label and List) WINTF.RMND3HtaD WASHER FLUID TOLIODRL+ .XF3t'°r 309 (?SF) coveted by U.S. Patent No. 6,I52,678 & Canadian Fatal No. 2 SECTION I Manufacturer's Name and Addrusc Vlslfrle Solutions, b. 24411 Detroit Road, Ste 201 Clerrdand OH 44145 SECTION V - Reactive Data Stablfdy: STABLE Conditions to Avoid: Incompatibility (Materials to Avoid) STRONG O>ot»IG AGENTS Hazardous Deoomposllon or By- Products: CARBON 11 FORMELDEHYDE Iansrdolbs - • , • • : WILL NOT OCCUR COMMAS to Avoid: WA T -491 P.024/04T F -041 U.S. Department of Labor Occupational Safely and Health Administration (NON-MANDATORY FORM) Foam Approved OMB No.1218-0072 MAR 96 product Hazard Samar/ HEALTH DANGER! Effects may be delayed. May be harmful or fatal if swallowed. Inhaled or absorbed ttirough skin. May be imitating to the side, eyes mid respiratory tract. Over exposure may cause toMporary or permanent b6ndneas. Emergency Telephone Number. (440) 308 .0135 Teteptiono Nlartber for lnfofMMtai: (MO) 600.0135 Date Prepare* August 3, 1999 S'_ of r SECTION It - Hazardous lrtyrediemnslldeniky Information HazarrfoUs Cemportettts (SPec fIc Charocal Identity: Con iv n Name(a)) ACGIH TLV other Limited Racomm ended CASE No. METHANOL 67.66• -1 WATER 7732 -185 PROPYLENE GLYCOL 67.66.6 SECTION i6 -Phil CharrderrZ Being Point: • BMOC 173F Specific Gravity (H20 1) .lti a SOF Vapor Pressrun pmtli8) 40 a 68F Mdting Point nia Vapor Density (Ai .1) 1.1 Evaporation Rate (Butyl Acetate 1) Faster Solubility In Water:100% Appearance and Odor: BLUE IN CQaR SLIGHTLY' SWEET` ALCOHOLIC ODOR % Volatile: 24 BECTON IV - Fire and Explosive Hazard Data Flats Port (Mdnod Used): 102F (VC) Flammable Limit= LEL: Na UEL• * a Airtaipnpton Temperatur e 4860 367E lEtrangUlenIng Nadia: USE WATER FOG, DRY CHEMICAL OR CARBON DIOXIDE Special l=ate Fighting Procedure= FIRE FIGHTERS SHOULD USE S .F.CONTAINI'• BREATWNC APPARATUS AND NEAR FULL =MUG Unusual Finer id •. • -• , Hazard= NEVER USE TORCH OR TORCH NEAR DRUM BECAUSE PRODUCT CAN IGNITE. PROTECTIVE SECTION VI - Healy Hazard Data Routs(s) d' Enemy; Iuhabdion? YES Skin? YES Ingestion? YES Ni mfsi Hazard= (Acute) DIGESTION ION - Slightly Toxic; SICDISIETEs - 8 li9Idy to moderately ining; INHALATION - Fraa1ca11Y o XIe. c inogenic y: NOT CONSIDERED A CARCINOGEN Sages and Symptoms of Esposum HEADACHE. FATIGUE, NAUSEA AND BL*JF02JNG OF VISION Medical Conditions Generally Aggravated bfy Expvser= HEART DISEASE 9ner;geny and First Aid Procedure= GIVE OXYGEN. INDUCE VOMITING. GASTRIC LAVAGE, WASH EYES AND SKIN WIN WATER ,+.:..11.'.:x. ..... " .. r �g:L:YWItiICdi nW1 10 iu.uonm riUM7 T-491 P.025/04T F -041 SECTION VII - PreaniUons for Safe Handling and Use Steps to Be Talam In Case materiM b Released or spike USE ABSORBENT SWEEPING COMPOUND 70 SOAK UP MATERIAL, DISPOSE AS HA7APDOUS WASTE, VENTILATE AREA COVER SPILL WITH ALCOHOL. FOAM, PUMP LIQUID INTO DRUM FOR DISPOSAL Wade Disposal Method! DISPOSE OF A8 ORDERED BY STATE, LOCAL OR FEDERAL. REGULATIONS Promotes to be Taken In Handling and Storing; KEEP AWAY FROM NEAT. sPARXS, OR OPEN FLAMES, STORE BELOW= DEG F. other Precautions: NONE SECnoN W - Control Measures Respiratory Protection (Specify Type): GENERAL Vandalise Mechardcal (General) Protective Gloves: RUBBER GLOVES Eye Protection: CHEMICAL SPLASH GOGGLES Other Protective Clothing or Equipment LONG SLEEVES AND LONG PANTSIRIIBBER APRON Worhliygknic Prat:dem DO NOT SMOKE WHILE SPRAYINGWASH Months AFTER USE Fist Mot EYES - IRtned$waty Iluuh with der for IS ninutes. Gel Medical Attention. SKIM - With with soap and water. Remove contaminated clothing. INHALATION: Remove Mellen to fresh air. If difficulty brentiths adnrinfdar oxygen. INGESTION - Induce vomiting, set doctor tatOBREAXER is a trademark ark of Wade Solutions, Inc. and the Add Is patented-U.S. Patent No. 5,1132,62 i Canadian Patent No. 2,211La nv,. IW ,u.uunm Inunr Matenal sarery uara meet 4--ae NO/O r 0 ( Material Safety Data Sheet SECTION 1 PRODUCT AND COMPANY IDENTIFICATION Havoline® Synthetic Motor Oil Product Number(s): CPS222100, CPS222101, CPS222102 Synonyms: Havoline® Synthetic Motor Oil SAE 5W -30, Havoline® Synthetic Motor Oil SAE 5W-40, Havoline® Synthetic Motor Oil SAE 10W -30 Company Identification ChevronTexaco Global Lubricants 6001 Bollinger Canyon Road San Ramon, CA 94583 United States of America Transportation Emergency Response CHEMTREC: (800) 424 -9300 or (703) 527 -3887 Health Emergency . ChevronTexaco Emergency Information Center: Located in the USA. International collect calls accepted. (800) 231 -0623 or (510) 231 -0623 Product Information email : lubemsds @chevrontexaco.com Product information: 800 - LUBE -TEK MSDS Requests: 800- 414 -6737 SECTION 2 COMPOSITION/ INFORMATION ON INGREDIENTS (COMPONENTS Synthetic hydrocarbons Zinc dialkyldithiophosphate CAS NUMBER Mixture 68649 -42 -3 1 - 5 %weight T -491 P.026/047 F-041 rage 1 or ) AMOUNT 70 -100 %weight 1 SECTION 3 HAZARDS IDENTIFICATION IMMEDIATE HEALTH EFFECTS Eye: Not expected to cause prolonged or significant eye irritation. Skin: Contact with the skin is not expected to cause prolonged or significant irritation. Not expected to be harmful to intemal organs if absorbed through the skin. Ingestion: Not expected to be harmful if swallowed. Inhalation: Contains a synthetic hydrocarbon oil. May cause respiratory irritation or other pulmonary effects following prolonged or repeated inhalation of oil mist at airborne levels above the recommended mineral oil mist exposure limit. Not expected to be harmful if inhaled. Symptoms of respiratory irritation may include coughing and difficulty breathing. 1 SECTION 4 FIRST AID MEASURES Eye: No specific first aid measures are required. As a precaution, remove contact lenses, if worn, and flush eyes with water. Skin: No specific first aid measures are required. As a precaution, remove clothing and shoes if contaminated. To remove the material from skin, use soap and water. Discard contaminated clothing and shoes or thoroughly clean before reuse. Ingestion: No specific first aid measures are required. Do not induce vomiting. As a precaution, get medical https: / /www. cbest.chevron.com/msdsServer/ controller? module= com.chevron.lubes.msds.b... 5/1 2/2004 MAY- I8-ZUU4 IU:09AM FROM- Material Satety Data Sheet advice. Inhalation: No specific first aid measures are required. If exposed to excessive levels of material in the air, move the exposed person to fresh air. Get medical attention if coughing or respiratory discomfort occurs. SECTION 5 FIRE FIGHTING MEASURES FIRE CLASSIFICATION: OSHA Classification (29 CFR 1910.1200): Not classified by OSHA as flammable or combustible. NFPA RATINGS: Health: 0 Flammability: 1 Reactivity: 0 T -491 P.02T /04T F -041 Page 2 of 5 FLAMMABLE PROPERTIES: Flashpoint: (Cleveland Open Cup) 205 °C (401 °F) (Min) Autoignitlon: No Data Available Flammability (Explosive) Limits (% by volume in air): Lower: Not Applicable Upper: Not Applicable EXTINGUISHING MEDIA: Use water fog, foam, dry chemical or carbon dioxide (CO2) to extinguish flames. PROTECTION OF FiRE FIGHTERS: Fire Fighting Instructions: This material will bum although it is not easily ignited. For fires involving this material, do not enter any enclosed or confined fire space without proper protective equipment, including self - contained breathing apparatus. Combustion Products: Highly dependent on combustion conditions. A complex mixture of airborne solids, liquids, and gases including carbon monoxide, carbon dioxide, and unidentified organic compounds will be evolved when this material undergoes combustion. Combustion may form oxides of: Nitrogen, Sulfur, Calcium, Phosphorus, Zinc . SECTION 6 ACCIDENTAL RELEASE MEASURES Protective Measures: Eliminate all sources of ignition in vicinity of spilled material. 'Spill Management: Stop the source of the release if you can do it without risk. Contain release to prevent further contamination of soil, surface water or groundwater. Clean up spill as soon as possible, observing precautions in Exposure Controls/Personal Protection. Use appropriate techniques such as applying non - combustible absorbent materials or pumping. Where feasible and appropriate, remove contaminated soil. Place contaminated materials in disposable containers and dispose of in a manner consistent with applicable regulations. Reporting: Report spills to local authorities and /or the U.S. Coast Guard's National Response Center at (800) 424 -8802 as appropriate or required. SECTION 7 HANDLING AND STORAGE Precautionary Measures: Keep out of the reach of children. General Handling Information: Avoid contaminating soil or releasing this material Into sewage and drainage systems and bodies of water. Static Hazard: Electrostatic charge may accumulate and create a hazardous condition when handling this material. To minimize this hazard, bonding and grounding may be necessary but may not, by themselves, be sufficient. Review all operations which have the potential of generating and accumulating an electrostatic charge and /or a flammable atmosphere (including tank and container filling, splash filling, tank cleaning, sampling, gauging, switch loading, filtering, mixing, agitation, and vacuum truck operations) and use appropriate mitigating procedures. For more information, refer to OSHA Standard 29 CFR 1910.106, 'Flammable and Combustible Liquids', National Fire Protection Association (NFPA 77, 'Recommended Practice on Static Electricity', and/or the American Petroleum Institute (API) Recommended Practice 2003, 'Protection Against Ignitions Arising Out of Static, Lightning, and Stray Currents'. Container Warnings: Container is not designed to contain pressure. Do not use pressure to empty container or it may rupture with explosive force. Empty containers retain product residue (solid, liquid, and /or vapor) and can be dangerous. Do not pressurize, cut, weld, braze, solder, drill. grind, or expose such containers to heat, flame, sparks, static electricity, or other sources of ignition. They may explode and cause injury or death. Empty containers should be completely drained, properly closed, and promptly returned to a drum reconditioner or disposed of properly. SECTION B EXPOSURE CONTROLS /PERSONAL PROTECTION GENERAL CONSIDERATIONS: Consider the potential hazards of this material (see Section 3), applicable exposure limits, job activities, and other httns: / /www.cbest. Chevron. com/ msdsServer /contrnller?mndnl rhpvrr n h,t,pe n,cAe t, c/y -7/)nn.4 1 MAY -18 -2004 10:09AM FROM- 7 -491 P.028/047 F-04l Material Satety Data Sheet rev o ui o substances in the work place when designing engineering controls and selecting personal protective equipment. If engineering controls or work practices are not adequate to prevent exposure to harmful levels of this material, the personal protective equipment listed below is recommended. The user should read and understand all instructions and limitations supplied with the equipment since.protection is usually provided for a limited time or under certain circumstances. ENGINEERING CONTROLS: Use in a well - ventilated area. PERSONAL PROTECTIVE EQUIPMENT EyelFace Protection: No special eye protection is normally required. Where splashing is possible, wear safety glasses with side shields as a good safety practice. Skin Protection: No special protective clothing is normally required. Where splashing is possible, select protective clothing depending on operations conducted, physical requirements and other substances in the workplace. Suggested materials for protective gloves include: 4H (PE/EVAL), Nitrile Rubber, Silver Shield, Viton. Respiratory Protection: No respiratory protection is normally required. If user operations generate an oil mist, determine if airborne concentrations are below the occupational exposure limit for mineral oil mist. If not, wear an approved respirator that provides adequate protection from the measured concentrations of this material. For air - purifying respirators use a particulate cartridge. Use a positive pressure air - supplying respirator in circumstances where air - purifying respirators may not provide adequate protection. Occu ' ational Ex • osure Limits: Corn • onent Synthetic hydrocarbons 1ACGIH Synthetic hydrocarbons ency 'O Z-1 TWA 115 mg/m3 Color: Amber Physical State: Liquid Odor: Petroleum odor pH: Not Applicable Vapor Pressure: <0.01 mmHg © 37.8 °C (100 °F) Vapor Density (Air 1): >1 Boiling Point: >315 °C (599 °F) Solubility: Soluble in hydrocarbons; insoluble in water Freezing Point: Not Applicable Melting Point: Not Applicable Specific Gravity: 0.85 @ 15.6 °C (60.1°F) (15.6 °C (60.1°F) Viscosity: 9.3 cSt @ 100 °C (212 °F) (Min) STEL 110 mg/m3 �5 mg /m3 {- Attention: the data below are typical values and do not constitute a specification. Ceiling Notation SECTION 9 PHYSICAL AND CHEMICAL PROPERTIES SECTION 10 STABILITY AND REACTIVITY Chemical Stability: This material is considered stable under normal ambient and anticipated storage and handling conditions of temperature and pressure. Incompatibility With Other Materials: May react with strong acids or strong oxidizing agents, such as chlorates, nitrates, peroxides, etc. Hazardous Decomposition Products: Hydrogen Sulfide (Temperatures >149 °F (65 °C)) Hazardous Polymerization: Hazardous polymerization will not occur. SECTION 11 TOXICOLOGICAL INFORMATION IMMEDIATE HEALTH EFFECTS Eye Irritation: The eye irritation hazard is based on evaluation of data for similar materials or product components. Skin Irritation: The skin Irritation hazard is based on evaluation of data for similar materials or product ttlii ;C■cN ; wiJ lGaaaaal∎su;< .∎la:4 https: / /www.cbest. chevron. com /msdsServer/ controller? modu com.chevron.lubes.msds.h... 5/17J7004. MAY -18 -2004 10:09AM FROM - Matenai safety liata sneet components. Skin Sensitization: No product toxicology data available. Acute Dermal Toxicity; The acute dermal toxicity hazard is based on evaluation of data for similar materials or product components. Acute Oral Toxicity: The acute oral toxicity hazard is based on evaluation of data for similar materials or product components. Acute Inhalation Toxicity: The acute inhalation toxicity hazard is based on evaluation of data for similar materials or product components. ADDITIONAL TOXICOLOGY INFORMATION; During use in engines, contamination of oil with low levels of cancer - causing combustion products occurs. Used motor oils have been shown to cause skin cancer in mice following repeated application and continuous exposure. Brief or intermittent skin contact with used motor oil is not expected to have serious effects in humans if the oll is thoroughly removed by washing with soap and water. SECTION 12 ECOLOGICAL INFORMATION ECOTOXICITY The toxicity of this material to aquatic organisms has not been evaluated. Consequently, this material should be kept out of sewage and drainage systems and all bodies of water. ENVIRONMENTAL FATE This material is not expected to be readily biodegradable. SECTION 13 DISPOSAL CONSIDERATIONS Use material for its intended purpose or recycle if possible. Oil collection services are available for used oil recycling or disposal. Place contaminated materials in containers and dispose of in a manner consistent with applicable regulations. Contact your sales representative or local environmental or health authorities for approved disposal or recycling methods. The description shown may not apply to all shipping situations. Consult 49CFR, or appropriate Dangerous Goods Regulations, for additional description requirements (e.g., technical name) and mode - specific or quantity - specific shipping requirements. DOT Shipping Description: PETROLEUM LUBRICATING OIL IMO/IMDG Shipping Description: PETROLEUM LUBRICATING OIL (SECTION 15 REGULATORY INFORMATION EPCRA 3111312 CATEGORIES: 1. Immediate (Acute) Health Effects: NO 2. Delayed (Chronic) Health Effects: NO 3. Fire Hazard: NO 4. Sudden Release of Pressure Hazard: NO 5. Reactivity Hazard: NO REGULATORY LISTS SEARCHED: 01 -1 =1ARC Group 1 01 -2A =1ARC Group 2A 01 -2B =1ARC Group 2B 02 =NTP Carcinogen 03 =EPCRA 313 04 =CA Proposition 65 05 =MA RTK 06 =NJ RTK 07 =PA RTK The following components of this material are found on the regulatory lists indicated. T -491 P.029/047 F - 041 %'age4oi )flttt)S : / /www.cbest. chevron. com /ntsdsServer /controlle ?mr►rin n},rrvrrn b,i,aK2 ,r„arla c/1 '3i'nnA U.ti.ti Y.w + Zn; f w ' .i..ydKr,gJ�J1t :u ABBREVIATIONS THAT MAY HAVE BEEN USED IN THIS Do(UMtN I : (TLV - Threshold Limit Value !TWA - Time Weighted Average STEL - Short-term Exposure Limit } PEL - Permissible Exposure Limit CAS - Chemical Abstract Service Number CGIH - American Conference of Government, IMO /IMDG - International Maritime Dangerous Goods Code Industrial Hygienists j API - American Petroleum Institute 1MSDS - Material Safety Data Sheet CVX ChevronTexaco NFPA - National Fire Protection Association (USA) 1 DOT - Department of Transportation (USA) NTP - National Toxicology Program (USA) !ARC - International Agency for Research on Cancer OSHA - Occupational Safety and Health Administration Prepared according to the OSHA Hazard Communication Standard (29 CFR 1910.1200) and the ANSI MSDS Standard (Z400.1) by the ChevronTexaco Energy Research & Technology Company, 100 Chevron Way, Richmond, California 94802. MAY - 18 - 2004 10 :09AM FROM - Materiai barmy vata anetL One or more components does not comply with the following chemical inventory PICCS (Philippines). Zinc dialkyldithiophosphate 03, 06 CHEMICAL INVENTORIES: All components comply with the following chemical inventory requirements: AICS Union), ENCS (Japan), IECSC (China), KECI (Korea), TSCA (United States). T - 491 P.930/047 F -041 I a6c ._,ulJ 1 (Australia), ELiNCS(European requirements: DSL (Canada), NEW JERSEY RTK CLASSIFICATION: Under the New Jersey Right -to -Know Act L. 1983 Chapter 315 N.J.S.A. 34:5A -1 et. seq., the product is to be identified as follows: PETROLEUM OIL (Motor oil) WHMIS CLASSIFICATION: This product is not considered a controlled product according to the criteria of the Canadian Controlled Products Regulations. SECTION 16 OTHER INFORMATION NFPA RATINGS: Health: 0 Flammability: 1 Reactivity: 0 HMIS RATINGS: Health: 1 Flammability: 1 Reactivity: 0 (0- Least, 1- Slight, 2- Moderate, 3 -High, 4- Extreme, PPE:- Personal Protection Equipment Index recommendation, Chronic Effect Indicator). These values are obtained using the guidelines or published evaluations prepared by the National Fire Protection Association (NFPA) or the National Paint and Coating Association (for HMIS ratings). REVISION STATEMENT: This revision updates the following sections of this Material Safety Data Sheet 1-16 Revision Date: 02/16/2004 The above information is based on the data of which we are aware and is believed to be correct as of the date hereof. Since this information may be applied under conditions beyond our control and with which we may be unfamiliar and since data made available subsequent to the date hereof may suggest modifications of the Information, we do not assume any responsibility for the results of its use. This Information is furnished upon condition that the person receiving it shall make his own determination of the suitability of the material for his particular purpose. hops:// www .cbestchevron.com/msdsServer/ controller? module= com.chevron.lubes.msds.b... 5/1 2/2004 MAY-19 -2004 10:09AM FROM- . iratenat baIeiy va Mate la a Sheet (SCTION 1 PRODUCT AND COMPANY IDENTIFICATION Chevron Automatic Transmission Fluid DEXRON®- 111 /Mercon® Product Number(s): CPS226502 Synonyms: Automatic Transmission Fluid, DEXRON® - Ill, MERCONO Company Identification ChevronTexaco Global Lubricants 6001 Bollinger Canyon Rd. San Ramon, CA 94583 United States of America www.chevron- lubricants.com T - 491 P.031/04T F - 041 Page 1 of 6 Transportation Emergency Response CHEMTREC: (800) 424 -9300 or (703) 527 -3887 Health Emergency ChevronTexaco Emergency Information Center: Located in the USA. International collect calls accepted. (800) 231 -0623 or (510) 231 -0623 Product Information email : Iubemsds @chevron.com Product Information: (800) LUBE TEK MSDS Requests: (800) 414 -6737 I SECTION 2 COMPOSITION/ INFORMATION ON INGREDIENTS COMPONENTS CAS NUMBER Non - hazardous additive blend in refined oil [Mixture AMOUNT 100 %weight SECTION 3 HAZARDS IDENTIFICATION IMMEDIATE HEALTH EFFECTS Eye: Not expected to cause prolonged or significant eye irritation. Skin: Contact with the skin is not expected to cause prolonged or significant irritation. Not expected to be harmful to Internal organs if absorbed through the skin. High - Pressure Equipment Information: Accidental high - velocity injection under the skin of materials of this type may result in serious injury. Seek medical attention at once should an accident like this occur. The initial wound at the injection site may not appear to be serious at first; but, if left untreated, could result in disfigurement or amputation of the affected part. Ingestion: Not expected to be harmful if swallowed. Inhalation: Not expected to be harmful if inhaled. Contains a petroleum -based mineral oil. May cause respiratory irritation or other pulmonary effects following prolonged or repeated inhalation of oil mist at airborne levels above the recommended mineral oil mist exposure limit. Symptoms of respiratory irritation may include coughing and difficulty breathing. SECTION 4 FIRST AID MEASURES Eye: No specific first aid measures are required. As a precaution, remove contact lenses, if worn, and flush eyes with water. Skin: No specific first aid measures are required. As a precaution, remove clothing and shoes if contaminated. To remove the material from skin, use soap and water. Discard contaminated clothing and shoes or thoroughly clean before reuse. cn1'ti[.iaw 4�!.ti•:W'i:{u4 i.we. iu yi1V. ' iYlS:t1+n':. https: //www.cbest. chevron. com /msdsServer /contrnller?mruinl cnm n1,Pvrri13 h,t,00 .n.,401, cif 1 P AAA nw1 Iu :uyAM FkUM Matenat suety Lata bneet T -491 P.032/047 F -041 rage z ot o Ingestion: No specific first aid measures are required. Do not induce vomiting. As a precaution. get medical advice. Inhalation: No specific first aid measures are required. If exposed to excessive levels of material in the air, move the exposed person to fresh air. Get medical attention if coughing or respiratory'discomfort occurs. Note to Physicians: In an accident involving high - pressure equipment, this product may be infected under the skin. Such an accident may result in a small, sometimes bloodless, puncture wound. However, because of its driving force, material injected into a fingertip can be deposited into the palm of the hand. Within 24 hours, there is usually a great deal of swelling, discoloration, and intense throbbing pain. Immediate treatment at a surgical emergency center is recommended. SECTION 5 FIRE FIGHTING MEASURES Leaks /ruptures in high pressure system using materials of this type can create a fire hazard when in the vicinity of ignition sources (eg. open flame, pilot lights, sparks, or electric arcs). FIRE CLASSIFICATION: OSHA Classification (29 CFR 1910.1200): Not classified by OSHA as flammable or combustible. NFPA RATINGS: Health: 0 Flammability: 1 Reactivity: 0 FLAMMABLE PROPERTIES: Flashpoint: (Cleveland Open Cup) 178 °C (352 °F) (Min) Autoignition: No Data Available Flammability (Explosive) Limits (% by volume in air): Lower: Not Applicable Upper: Not Applicable EXTINGUISHING MEDIA: Use water fog, foam, dry chemical or carbon dioxide (CO2) to extinguish flames. PROTECTION OF FIRE FIGHTERS: Fire Fighting Instructions: This material will burn although it is not easily ignited. For fires involving this material, do not enter any enclosed or confined fire space without proper protective equipment, including self - contained breathing apparatus. Combustion Products Highly dependent on combustion conditions. A complex mixture of airborne solids, liquids, and gases including carbon monoxide, carbon dioxide, and unidentified organic compounds will be evolved when this material undergoes combustion. Combustion may form oxides of: Sulfur, Phosphorus . SECTION 6 ACCIDENTAL RELEASE MEASURES Protective Measures: Eliminate all sources of ignition in vicinity of spilled material. Spill Management: Stop the source of the release if you can do it without risk. Contain release to prevent further contamination of soil, surface water or groundwater. Clean up spill as soon as possible, observing precautions in Exposure Controls /Personal Protection. Use appropriate techniques such as applying non - combustible absorbent materials or pumping. Where feasible and appropriate, remove contaminated soil. Place contaminated materials in disposable containers and dispose of in a manner consistent with applicable regulations. Reporting: Report spills to local authorities and /or the U.S. Coast Guard's National Response Center at (800) 424-8802 as appropriate or required. SECTION 7 HANDLING AND STORAGE Precautionary Measures: DO NOT USE iN HIGH PRESSURE SYSTEMS in the vicinity of flames, sparks and hot surfaces. Use only in well ventilated areas. Keep container closed. Keep out of the reach of children. General Handling Information: Avoid contaminating soil or releasing this material into sewage and drainage systems and bodies of water. Static Hazard: Electrostatic charge may accumulate and create a hazardous condition when handling this material. To minimize this hazard, bonding and grounding may be necessary but may not, by themselves, be sufficient. Review all operations which have the potential of generating and accumulating an electrostatic charge and /or a flammable atmosphere (including tank and container filling, splash filling, tank cleaning, sampling. gauging, switch loading, filtering, mixing, agitation, and vacuum truck operations) and use appropriate mitigating procedures. For more information, refer to OSHA Standard 29 CFR 1910.106, 'Flammable and Combustible Liquids', National Fire Protection Association (NFPA 77, 'Recommended Practice on Static Electricity', and /or the American Petroleum Institute (API) Recommended Practice 2003, 'Protection Against Ignitions Arising Out of Static, Lightning, and Stray Currents'. Container Warnings: Container Is not designed to contain pressure. Do not use pressure to empty container or it may rupture with explosive force. Empty containers retain product residue (solid, liquid, and /or vapor) and can be https:// www .cbest.chevron.com/msdsServer /controller ?module =cnm.chevmn.luhe.s.m ds.h.. 5/1 'Wind MAY -18 -2004 10:10AM FROM- , Material Safety Data Sheet danberous..Do not pressurize, cut, weld, braze, solder, drill, grind, or expose such containers to heat, flame, sparks, static electricity, or other sources of ignition. They may explode and cause injury or death. Empty containers should be completely drained, properly closed, and promptly,retumed to a drum reconditioner or disposed of properly. SECTION 8 EXPOSURE CONTROLS /PERSONAL PROTECTION GENERAL CONSIDERATIONS: Consider the potential hazards of this material (see Section 3), applicable exposure limits, job activities, and other substances in the work place when designing engineering controls and selecting personal protective equipment. If engineering controls or work practices are not adequate to prevent exposure to harmful levels of this material, the personal protective equipment listed below is recommended. The user should read and understand all instructions and limitations supplied with the equipment since protection is usually provided for a limited time or under certain circumstances. Special note: Do not use in breathing air apparatus or medical equipment. ENGINEERING CONTROLS: Use in a well - ventilated area. PERSONAL PROTECTIVE EQUIPMENT Eye/Face Protection; No special eye protection is normally required. Where splashing is possible, wear safety glasses with side shields as a good safety practice. Skin Protection: No special protective clothing is normally required. Where splashing is possible, select protective clothing depending on operations conducted, physical requirements and other substances in the workplace. Suggested materials for protective gloves include: 4H (PE/EVAL), Nitrile Rubber, Silver Shield, Viton. Respiratory Protection: No respiratory protection is normally required. If user operations generate an oil mist, determine if airborne concentrations are below the occupational exposure limit for mineral .oil mist. If not, wear an approved respirator that provides adequate protection from the measured concentrations of this material. For air - purifying respirators use a particulate cartridge. Use a positive pressure air - supplying respirator in circumstances where air - purifying respirators may not provide adequate protection. Occupational Exposure Limits: Component Non - hazardous additive blend In refined oil Non - hazardous additive blend in refined oil Agency ACGIH OSHA 2 -1 TWA � STEL 5 mg/m3 5 mg /m3 10 mg /m3 Ceiling (Notation f SECTION 9 PHYSICAL AND CHEMICAL PROPERTIES Attention: the data below are typical values and do not constitute a specification. Color: Red Physical State: Liquid Odor: Petroleum odor pH: Not Applicable Vapor Pressure: <0.01 mmHg @ 37.8 °C (100 °F) Vapor Density (Air = 1): >1 Boiling Point: >315.6 °C (600 °F) Solubility: Soluble in hydrocarbons; insoluble in water Freezing Point: Not Applicable Melting Point: Not Applicable Specific Gravity: 0.86 @15.6°C (60.1°F) / 15.6 °C (60.1°F) Viscosity: 6.8 mm2/s @ 100 °C (212 °F) (Min) bans: / /www.cbest. chevron. COm /msd .Serve /cn n trnilA T - 9 rn 1 1 r i nl --Pnrn (},•.,r,,,, 1v,1.oc rn 1. T -491 P.033/047 F -041 Page 3 of 6 SECTION 10 STABILITY AND REACTIVITY Chemical Stability: This material is considered stable under normal ambient and anticipated storage and G /1 1 1 /-1nnA MAY -18 -2004 10:10AM FROM- , iviatertat Jatety Uata Sheet handling conditions of temperature and pressure. Incompatibility With Other Materials: May react with strong Acids or strong oxidizing agents, such as chlorates, nitrates, peroxides, etc. Hazardous Decomposition Products: None known (None expected) Hazardous Polymerization: Hazardous polymerization will not occur. SECTION 11 TOXICOLOGICAL INFORMATION IMMEDIATE HEALTH EFFECTS Eye Irritation: The eye irritation hazard is based on evaluation of data for similar materials or product components. Skin Irritation: The skin irritation hazard is based on evaluation of data for similar materials or product components. Skin Sensitization: No product toxicology data available. Acute Dermal Toxicity: The acute dermal toxicity hazard is based on evaluation of data for similar materials or product components. Acute Oral Toxicity: The acute oral toxicity hazard is based on evaluation of data for similar materials or product components. Acute Inhalation Toxicity: The acute inhalation toxicity hazard is based on evaluation of data for similar materials or product components. ADDITIONAL TOXICOLOGY INFORMATION: This product contains petroleum base oils which may be refined by various processes including severe solvent extraction, severe hydrocracking, or severe hydrotreating. None of the oils requires a cancer warning under the OSHA Hazard Communication Standard (29 CFR 1910.1200). These oils have not been listed in the National Toxicology Program (NTP) Annual Report nor have they been classified by the International Agency for Research on Cancer (IARC) as; carcinogenic to humans (Group 1), probably carcinogenic to humans (Group 2A), or possibly carcinogenic to humans (Group 2B). These oils have not been classified by the American Conference of Governmental Industrial Hygienists (ACGIH) as: confirmed human carcinogen (Al ), suspected human carcinogen (A2), or confirmed animal carcinogen with unknown relevance to humans (A3). SECTION 12 ECOLOGICAL INFORMATION ECOTOXICITY The toxicity of this material to aquatic organisms has not been evaluated. Consequently, this material should be kept out of sewage and drainage systems and all bodies of water. ENVIRONMENTAL FATE This material is not expected to be readily biodegradable. T -491 P.034/047 F -041 Page 4 of 6 SECTION 13 DISPOSAL CONSIDERATIONS Oil collection services are available for used oil recycling or disposal. Place contaminated materials in containers and dispose of in a manner consistent with applicable regulations. Contact your sales representative or local environmental or health authorities for approved disposal or recycling methods. The description shown may not apply to all shipping situations. Consult 49CFR, or appropriate Dangerous Goods Regulations, for additional description requirements (e.g., technical name) and mode - specific or quantity - specific shipping requirements. DOT Shipping Name: NOT REGULATED AS A HAZARDOUS MATERIAL FOR TRANSPORTATION UNDER 49 CFR DOT Hazard Class: NOT APPLICABLE DOT identification Number: NOT APPLICABLE DOT Packing Group: NOT APPLICABLE Additional Information: NOT HAZARDOUS BY U.S. DOT. ADRIRiD HAZARD CLASS NOT APPLICABLE. IMO /IMDG Shipping Name: NOT REGULATED AS DANGEROUS GOODS FOR TRANSPORTATION UNDER THE IMDG CODE httpS:// WWW. CbeSt. chevron.COm/mSdSSerVerfr..nnTrn1 P.Ornnrinlo —ten,,, G/1 ,► /nnn♦ MAY -18 -2004 10:10AM FROM- . Material gaiety Data bneet 1MCf /tMDG _Hazard Class: NOT APPLICABLE IMO /IMDG Identification Number: NOT APPLICABLE IMOf1MDG Packing Group: NOT APPLICABLE SECTION 15 REGULATORY INFORMATION EPCRA 3111312 CATEGORIES: 1. Immediate (Acute) Health Effects: NO 2. Delayed (Chronic) Health Effects: NO 3. Fire Hazard: NO • 4. Sudden Release of Pressure Hazard: NO = I' 5. Reactivity Hazard: NO C4 2 UO CO C J F- Nw W 0 }} ± w Z = Z w U to C1 i— I . . . Z w U= Z REGULATORY LISTS SEARCHED: 03 =EPCRA 313 04 =CA Proposition 65 05 =MA RTK 06 =NJ RTK 08 =PA RTK No components of this material were found on the regulatory lists above. 01 -1 =IARC Group 1 01 -2A =IARC Group 2A 01 -2B =IARC Group 2B 02 =NTP Carcinogen T -491 P.035/047 F -041 Page 5 of 6 CHEMICAL INVENTORIES: AUSTRALIA: All the components of this material are listed on the Australian Inventory of Chemical Substances (AICS). CANADA: All the components of this material are on the Canadian Domestic Substances List (DSL). EUROPEAN UNION: All the components of this material are in compliance with the EU Seventh Amendment Directive 92/32/EEC. JAPAN: All the components of this product are on the Existing & New Chemical Substances (ENCS) inventory in Japan, or have an exemption from listing. KOREA: All the components of this product are on the Existing Chemicals List (ECL) in Korea. PHILIPPINES: This material contains components that require notification before safe or Importation into the Philippines. UNITED STATES: All of the components Chemical Inventory. of this material are on the Toxic Substances Control Act (TSCA) NEW JERSEY RTK CLASSIFICATION: Under the New Jersey Right - to - Know Act L. 1983 Chapter 315 N.J.S.A. 34:5A - 1 et. seq., the product is to be identified as follows: PETROLEUM Olt. (Automatic transmission fluid) WHMIS CLASSIFICATION: This product is not considered a controlled product according to the criteria of the Canadian Controlled Products Regulations. I SECTION 16 OTHER INFORMATION NFPA RATINGS: Health: 0 Flammability: 1 Reactivity: 0 HMIS RATINGS: Health: 1 Flammability: 1 Reactivity: 0 (0- Least. 1- Slight, 2 - Moderate, 3 - High, 4- Extreme, PPE: Personal Protection Equipment Index recommendation, "- Chronic Effect Indicator). These values are obtained using the guidelines or published evaluations prepared by the National Fire Protection Association (NFPA) or the National Paint and Coating Association (for HMIS ratings). REVISION STATEMENT: This revision updates the following sections of this Material Safety Data Sheet: 1, 2, 3, 5, 8, 9, 11,14, 15 ABBREVIATIONS THAT MAY HAVE BEEN USED IN THIS DOCUMENT: TLV - Threshold Limit Value TWA Time Wei.htedAvera.e hops : / /www.cbest. chevron. com/msdaS ewer/ controller7module= com.chevron.lubes.msds.b... 5/12/2004 https : / /www, cbcst, chevron. com/msda5 over /controll ez ?m o dule=coAa. ehevron.lubes.nnad s.b... 5/12/2004 MAY- Iti -ZUU4 IU:IUAM FROM- Material Safety Uata Sheet Product Use: Antifreeze /Coolant Product Number(s): CPS227804 Company Identification ChevronTexaco Global Lubricants 6001 Bollinger Canyon Rd. San Ramon, CA 94583 United States of America www.chevron- Iubricants.com tinInkinhhinftwOnInterinreirrwrinrair EMERGENCY OVERVIEW ro MateriaIii5aheet Chevron Delo® Extended Life Coolant/Antifreeze i T-491 P.036/047 F-041 rage 1 oI '/ SECTION 1 PRODUCT AND COMPANY IDENTIFICATION Transportation Emergency Response CHEMTREC: (800) 424 -9300 or (703) 527 -3887 Health Emergency ChevronTexaco Emergency Information Center: Located in the USA. International collect calls accepted. (800) 231 -0623 or (510) 231 -0623 Product Information email : lubemsds@chevron.com Product Information: (800) LUBE TEK MSDS Requests: (800) 414 -6737 I SECTION 2 COMPOSITION/ INFORMATION ON INGREDIENTS AMOUNT COMPONENTS Ethylene Glycol 107 -21 -1 Diethylene glycol Sodium 2- ethylhexanoate 111 -48 -6 1 - 5 %weight 19766 - 89 - 3 80 - 95 %weight 1 - 5 %weight SECTION 3 HAZARDS IDENTIFICATION - HARMFUL OR FATAL IF SWALLOWED - CAUSES EYE IRRITATION - CONTAINS MATERIAL THAT MAY CAUSE ADVERSE REPRODUCTIVE EFFECTS BASED ON ANIMAL DATA - POSSIBLE BIRTH DEFECT HAZARD - CONTAINS MATERIAL THAT MAY CAUSE BIRTH DEFECTS BASED ON ANIMAL DATA - MAY CAUSE DAMAGE TO: - KIDNEY In7rsefr+i~Ni}*..*MYNr'++iiini,M►i **** b. Y ***** K-►, ►riiii .'.-• httos: / /www.cbest. chevron. com /msdsServer/ controller? module= com.chevron.lubes.msds.b... 5/12/2004 ,• �...w»tgri+.Pca .X iKSti Jk. i::1k'S1i4w'itlaafia"..ri: ;'�`±, i MAY -18 -2004 10:10AM FROM- lyiatenat Jd1Cly 1J2ila 311Cel T -491 P.037/047 F -041 J. jui i Protective Measures: Eliminate all sources of ignition in vicinity of spilled material. Spill Management: Stop the source of the release if you can do it without risk. Contain release to prevent further contamination of soil, surface water or groundwater. Clean up spill as soon as possible, observing precautions in Exposure Controls /Personal Protection. Use appropriate techniques such as applying non - combustible absorbent materials or pumping. Where feasible and appropriate, remove contaminated soil. Place contaminated materials in disposable containers and dispose of in a manner consistent with applicable regulations. Reporting: Report spills to local authorities and /or the U.S. Coast Guard's National Response Center at (800) 424 -8802 as appropriate or required. SECTION 7 HANDLING AND STORAGE Precautionary Measures: Wash thoroughly after handling. Do not breathe vapor or fumes. Do not get in eyes. General Handling Information: Do not taste or swallow antifreeze or solution. Keep out of the reach of children and animals. Static Hazard: Electrostatic charge may accumulate and create a hazardous condition when handling this material. To minimize this hazard, bonding and grounding may be necessary but may not, by themselves, be sufficient. Review all operations which have the potential of generating and accumulating an electrostatic charge and /or a flammable atmosphere (including tank and container filling, splash filling, tank cleaning, sampling, gauging, switch loading, filtering, mixing, agitation, and vacuum truck operations) and use appropriate mitigating procedures. For more information, refer to OSHA Standard 29 CFR 1910.106, 'Flammable and Combustible Liquids', National Fire Protection Association (NFPA 77, 'Recommended Practice on Static Electricity', and /or the American Petroleum Institute (API) Recommended Practice 2003, 'Protection Against ignitions Arising Out of Static, Lightning, and Stray Currents'. General Storage Information: Do not store in open or unlabeled containers. Container Warnings: Container is not designed to contain pressure. Do not use pressure to empty container or it may rupture with explosive force. Empty containers retain product residue (solid, liquid, and /or vapor) and can be dangerous. Do not pressurize, cut, weld, braze, solder, drill, grind, or expose such containers to heat, flame, sparks, static electricity, or other sources of ignition. They may explode and cause injury or death. Empty containers should be completely drained, properly closed, and promptly returned to a drum reconditioner or disposed of properly. SECTION 8 EXPOSURE CONTROLS /PERSONAL PROTECTION GENERAL CONSIDERATIONS: Consider the potential hazards of this material (see Section 3), applicable exposure limits, job activities, and other substances in the work place when designing engineering controls and selecting personal protective equipment. If engineering controls or work practices are not adequate to prevent exposure to harmful levels of this material, the personal protective equipment listed below is recommended. The user should read and understand all instructions and limitations supplied with the equipment since protection is usually provided for a limited time or under certain circumstances. ENGINEERING CONTROLS: Use process enclosures, local exhaust ventilation, or other engineering controls to control airborne levels below the recommended exposure limits. PERSONAL PROTECTIVE EQUIPMENT Eye /Face Protection: Wear protective equipment to prevent eye contact. Selection of protective equipment may include safety glasses, chemical goggles, face shields, or a combination depending on the work operations conducted. Skin Protection: No special protective clothing is normally required. Where splashing is possible, select protective clothing depending on operations conducted, physical requirements and other substances in the workplace. Suggested materials for protective gloves include: Natural rubber, Neoprene, Nitrile Rubber, Polyvinyl Chloride (PVC or Vinyl). Respiratory Protection: Determine if airborne concentrations are below the recommended occupational exposure limits for jurisdiction of use. if airborne concentrations are above the acceptable limits, wear an approved respirator that provides adequate protection from this material, such as: Air - Purifying Respirator for Organic Vapors, Dusts and Mists. Use a positive pressure air - supplying respirator in circumstances where air - purifying respirators may not provide adequate protection. https: / /www.cbest. chevron. corn /msdsServer/ controller? module= com.chevron.lubes.msda.b... Sri 9bnna i; Component Agency TWA STEL ' Ceiling Notation Ethylene Glycol ACGIN 100 mg /m3 1• MAY -18 -2004 10:10AM FROM- .Material Jaiety [ruts JLIeCL OccupatlonaiExposure Limits: T -491 P.038/047 F -041 L 1.1.6V T VA I SECTION 9 PHYSICAL AND CHEMICAL PROPERTIES Attention: the data below are typical values and do not constitute a specification. Color: Red Physical State: Liquid Odor: Faint or Mild pH: 8.1 - 8.5 Vapor Pressure: 0.12 mmHg (Typical) @ 20 °C (68 °F) Vapor Density (Air = 1): 2.1 Bolling Point: 108.9 °C (228 °F) Solubility: Miscible Freezing Point: - 36.7 °C ( °F) Specific Gravity: 1.13 @ 15.6 °C (60.1°F) / 15.6 °C (80.1°F) Volatile Organic Compounds (VOC) : 91.2 %weightViscosity: 8 cSt @ 40 °C (104 °F) [SECTION 10 STABILITY AND REACTIVITY Chemical Stability: This material is considered stable under normal ambient and anticipated storage and handling conditions of temperature and pressure. Incompatibility With Other Materials: May react with strong acids or strong oxidizing agents, such as chlorates, nitrates, peroxides, etc. Hazardous Decomposition Products: Aldehydes (Elevated temperatures) Hazardous Polymerization: Hazardous polymerization will not occur. SECTION 11 TOXICOLOGICAL INFORMATION IMMEDIATE HEALTH EFFECTS Eye Irritation: The eye irritation hazard is based on evaluation of data for similar materials or product components. Skin Irritation: The skin irritation hazard is based on evaluation of data for similar materials or product components. . Skin Sensitization: No product toxicology data available. Acute Dermal Toxicity: The acute dermal toxicity hazard is based on evaluation of data for similar materials or product components. Acute Oral Toxicity: The acute oral toxicity hazard is based on evaluation of data for similar materials or product components. Acute Inhalation Toxicity: The acute inhation toxicity hazard is based on evaluation of data for similar materials or product components. ADDITIONAL TOXICOLOGY INFORMATION: This product contains ethylene glycol (EG). The toxicity of EG via inhalation or skin contact is expected to be slight at room temperature. The estimated oral lethal dose is about 100 cc (3.3 oz.) for an adult human. Ethylene glycol is oxidized to oxalic acid which results in the deposition of calcium oxalate crystals mainly in the brain and kidneys. Early signs and symptoms of EG poisoning may resemble those of alcohol intoxication. Later, the victim may experience nausea, vomiting, weakness, abdominal and muscle pain, difficulty in breathing and decreased urine output. When EG was heated above the boiling point of water, vapors formed which reportedly caused unconsciousness, increased lymphocyte count, and a rapid, jerky movement of the eyes in persons chronically exposed. When EG was administered orally to pregnant rats and mice, there was an increase in fetal deaths and birth defects. Some of these effects occurred at doses that had no toxic effects on the mothers. We are not aware of any reports that EG causes reproductive toxicity in human beings. https : / /www.ebest.ehevron.com/msdsS ever/ controller? module =eom.ehevron.lubes.rrlsds.b... 5/12/2004 +.�.id•1 �'�.if.:t ��C•�4'�0.�t' .r�{:wiil6'rY4lwaYiNJiwiv+ ' uiYf++f«1/ni: P+; .+.>�'. i. +•:v.n:�c.,xb.'wyu .. . �..�+gWM�MJitYl:X1M'..StQ'.l'T� .rM•L'WV MAY -1B -2004 10:10AM FROM- Material suety .uata aneet T -491 P.039/047 F -041 I a .. I This product contains diethylene glycol (DEG). The estimated oral lethal dose is about 50 cc (1.6 oz) for an adult human. DEG has caused the following effects in laboratory animals: liver abnormalities, kidney damage and blood abnormalities. It has ben suggested as a cause of the following effects in humans: liver abnormalities, kidney damage, lung damage and central nervous system damage. 2- Ethylhexanoic acid (2 -EXA) caused an increase in liver size and enzyme levels when repeatedly administered to rats via the diet. When administered to pregnant rats by gavage or in drinking water, 2 -EXA caused teratogenicity (birth defects) and delayed postnatal development of the pups. Additionally, 2 -EXA impaired female fertility in rats. Birth defects were seen in the offspring of mice who were administered sodium 2- ethylhexanoate via intraperitoneal injection during pregnancy. SECTION 12 ECOLOGICAL INFORMATION ECOTOXICV TY The toxicity of this material to aquatic organisms has not been evaluated. Consequently, this material should be kept out of sewage and drainage systems and all bodies of water. ENVIRONMENTAL FATE This material is expected to be readily biodegradable. f SECTION 13 DISPOSAL CONSIDERATIONS Use material for its intended purpose or recycle if possible. This material, if it must be discarded, may meet the criteria of a hazardous waste as defined by US EPA under RCRA (40 CFR 261) or other State and local regulations. Measurement of certain physical properties and analysis for regulated components may be necessary to make a correct determination. If this material Is classified as a hazardous waste, federal law requires disposal at a licensed hazardous waste disposal facility. `SECTION 14 TRANSPORT INFORMATION The description shown may not apply to all shipping situations. Consult 49CFR, or appropriate Dangerous Goods Regulations. for additional description requirements (e.g., technical name) and mode - specific or quantity- specific shipping requirements. DOT Shipping Name: NOT REGULATED AS A HAZARDOUS MATERIAL FOR TRANSPORTATION UNDER 49 CFR DOT Hazard Class: NOT APPLICABLE DOT Identification Number: NOT APPL;C/.BLE DOT Packing Group: NOT APPLICABLE Additional Information: Bulk shipments with a reportable quantity (5000 pounds) of ethylene glycol are a hazardous material. The Proper Shipping Name is: Environmentally Hazardous Substance, Liquid, N.O.S. (ethylene glycol), 9, UN3082, Ill, RQ (ethylene glycol). IMO/IMDG Shipping Name: NOT REGULATED AS DANGEROUS GOODS FOR TRANSPORTATION UNDER THE IMDG CODE IMO/IMDG Hazard Class: NOT APPLICABLE IMO/IMDG Identification Number. NO ► APPLICABLE IMO /IMDG Packing Group: NOT APPLICABLE I ISECTION 15 REGULATORY )NFORNIA 9Cq EPCRA 311/312 CATEGORIES: 1. Immediate (Acute) Health Effects: YES 2. Delayed (Chronic) Health Effects: YES 3. Fire Hazard: NO 4. Sudden Release of Pressure Hazard: NO 5. Reactivity Hazard: NO REGULATORY LISTS SEARCHED: 01- 1 =IARC Group 1 03 =EPCRA 313 https : / /www.cb est.chevron. com /msd sStzver/ controller ?module=com.ehevron.Iubes.mS z 4- ce w QQ � J U 00 N O • uJ U) u_ w ° 2 u_ ? d I z � 1—O Z U � O N OH = 11- -O 111 Z U= O~ z MAY -18 -2004 10:11AM FRONT- ,. )Ylatenal baIety uata Jneei 01- 2A•IARC Group 2A 01- 2B =IARC Group 2B 02 =NTP Carcinogen The following components of this material are found on the regulatory lists indicated. Diethylene glycol 03 Ethylene Glycol 03, 05, 06, 08 CHEMICAL INVENTORIES: AUSTRALIA: All the components of this material are listed on the Australian Inventory of Chemical Substances (AICS). CANADA: All the components of this materiel are on the Canadian Domestic Substances List (DSL). PEOPLE'S REPUBLIC OF CHINA: All the components of this product are listed on the draft Inventory of Existing Chemical Substances in China. EUROPEAN UNION: All the components of this material are in compliance with the EU Seventh Amendment Directive 92/32/EEC. JAPAN: All the components of this product are on the Existing 8 New Chemical Substances (ENCS) inventory in Japan, or have an exemption from listing. KOREA: All the components of this product are on the Existing Chemicals List (ECL) in Korea. PHILIPPINES: All the components of this product are listed on the Philippine Inventory of Chemicals and Chemical Substances (PICCS). UNITED STATES: All of the components of this material are on the Toxic Substances Control Act (TSCA) Chemical Inventory. NEW JERSEY RTK CLASSIFICATION: Refer to components listed in Section 2. WHMIS CLASSIFICATION: Class D, Division 1, Subdivision B: Acute Lethality Class D, Division 2, Subdivision A: Teratogenicity and Embryotoxicity Reproductive Toxicity Class D, Division 2, Subdivision B: Chronic Toxic Effects Skin or Eye Irritation SECTION 16 OTHER INFORMATION 04 =CA Proposition 65 05 =MA RTK 06 =NJ RTK 07=- Marine Pollutant 06 =PA RTK Toxic Material - Very Toxic Material - Toxic Material - T-491 P.040/047 F -041 rag uui NFPA RATINGS: Health: 2 Flammability: Reactivity: 0 HMIS RATINGS: Health: 2T Flammability: 1 Reactivity: 0 (0-Least, 1-Slight, 2- Moderate, 3 -High, 4- Extreme, PPE:- Personal Protection Equipment Index recommendation, '- Chronic Effect Indicator). These values are obtained using the guidelines or published evaluations prepared by the National Fire Protection Association (NFPA) or the National Paint and Coating Association (for HMIS ratings). REVISION STATEMENT: This revision updates the following sections of this Material Safety Data Sheet: 2, 8, 9, 15 ABBREVIATIONS THAT MAY HAVE BEEN USED IN THIS DOCUMENT: TLV - Threshold Limit Value STEL - Short-term Exposure Limit CVX • _ ChevronTexaco NDA - No Data Available - Less Than or Equal To TWA - Time Weighted Average PEL Permissible Exposure Limit CAS Chemical Abstract Service Number NA Not Applicable ▪ Greater Than or Equal To btu: j✓ �%:twauu::LJiJi. hops : / /www.ebest. chevron. corn/msdsServer/ controller? module com.chevron.lubes.msds.b... 5/1 MAY-18 -2004 10:11AM FROM- , . , , ,Matenal safety uata meet T -491 P.041 /04T F -041 Prepared according to the OSHA Hazard Communication Standard (29 CFR 1910.1200) and the ANSI MSDS Standard (2400.1) by the ChevronTexaco Energy Research & Technology Company, 100 Chevron Way, Richmond, California 94802. The above information is based on the data of which we are aware and Is believed to be correct as of the date hereof. Since this information may be applied under conditions beyond our control and with which we may be unfamiliar and since data made available subsequent to the date hereof may suggest modifications of the Information, we do not assume any responsibility for the results of its use. This information Is furnished upon condition that the person receiving it shall make his own determination of the suitability of the material for his particular purpose. https:/ /www.cbest. chevron. com /msdsS erver/ controller? module= com.chevron.lubes.msds.b... 5/12/2004 e MAY -1B -2004 10:11AM FROM- Ai eeeterta1 waioty LJalLa J11CCL orb WOPA& Material Safety Data Sheet SECTION 1 PRODUCT AND COMPANY IDENTIFICATION Chevron ATF4•3® Automatic Transmission Fluid Product Number(s): CPS238200 Company Iderrireeitic-i ChevronTexace 3 ooal Lui„icarits 6001 Bollinger Canyon Rd. San Ramon, CA 94583 United States of Ain, rice www.chevron- Iubricants.com Transportation _-n:rgrlrtc;' Respor..3i: CHEMTREC: (800) 424 -9300 or (703) 527 -3887 Health Emergency ChevronTexaco Emergency Information Center: Located in the USA. International collect calls accepted. (800) 231 -0623 or (510) 231 -0623 Product Inforn ,a*.io n email : lubemsos @chevron.com Product Information: (800) LUBE TEK MSDS Requests: (600) 414 -6737 SECTION 2 COMPOSITION/ INFORMATION ON INGREDIENTS COMPONENTS Non - hazardous additive blend in refined oil SECTION 3 HAZARDS IDENTIFICATION IMMEDIATE HEALTH EFFECTS Eye: Not expected to cause prolonged or significant eye irritation. Skin: Contact witr, the skin is not expected :o cause prolonged or significant irritation. Not expected to be harmful to internal organs If absorbed through the skin. High - Pressure Equipment Information: Accidental high - velocity injection under t: s!:in .f materials ::f _`iis type may result in serious injury. Seek medical attention at once should an accident like : :tis occur. The initial wound at the injection site may not appear to be serious at first; but, tf left untreated, could result in disfigurement or amputation of the affected part. Ingestion: Not expected to be harmful if swallowed. Inhalation: Not expected to be harmful if inhaled. Contains a petroleum -based mineral oil. May cause respiratory irritation or othe =nary effects fo'lowing prolonged or repeated inhalation of oil mist at airborne levels above. the recommenc'ee rnire ►a! o'I rr:ist e:.posure limit. Symptoms of respiratory irritation may include coughing and difficulty breathing. SECTION 4 FIRST AID MEASURES CAS NUMBER AMOUNT Mixture 100 %weight T -491 P.042/047 F -041 rugs t ut V Eye: No specific 1st aid measures are mc,uli ed. As a precaution, remove contact lenses, if worn, and flush eyes https : / /www.c) ::st. chevron. com/ msdsServer /controller?module=com. chevronlubes.msds.b... 5/12/20 MAY -18 -2004 10:11AM FROM- •• ' v+ A/latenal sareiy ;rata e,neet with water. Skin; No specific :first aid measures are required. As a precaution, remove clothing and shoes if contaminated. To remove the material from skin, use soap and water. Discard contaminated clothing and shoes or thoroughly dean before reuse. . Ingestion: No specific first aid measures are required. Do not induce vomiting. As a precaution, get medical advice. Inhalation: No specific first aid measures are required. If exposed to excessive levels of material in the air, move the exposed person to fresh air. Get medical attention if coughing or respiratory discomfort occurs. Note to Physicians: In an accident involving high- pressure equipment, this product may be injected under the skin. Such an se:c:oent may result in a small, sometimes bloodless, puncture wound. However, because of its driving force, material injected into a fingertip can be deposited into the palm of the hand. Within 24 hours, there is usually a great deal of swelling, discoloration, and intense throbbing pain. Immediate treatment at a surgical emergency center is recommended. I SECTION 5 FIRE FIGHTING MEASURES Leaks/ruptures in ni pressure system using materials of this type can create a fire hazard when in the vicinity of ignition sources ',eg. open flame, pile: rights sparks, or electric arcs). FIRE CLASSIFiCfe l :Ot : OSHA Classifies.: :or, (29 CFR 1910.1200 ;i: I'iot classified by OSHA as flammable or combustible. • NFPA RATING::: Health: 0 Flammability: I Reactivity: 0 FLAMMABLE PROPERTIES: Flashpoint: (Cleveland Open Cup) 180 °C (355 °F) (Min) Autoignition: RDA Flammability ;t-': a:ocive` Lir nit:; (t':. ; ; :y v : :►;umn in sir): Lower: NA Upper: NA EXTINGUISHING MEDIA: Use water fog, Loam, dry chemical or carbon dioxide (CO2) to extinguish flames. PROTECTION ::'J PRE := ?GI-TERS: Fire Fighting Jr.s.f.ructtiuns: This mat::ria: wlll our,: although it is not easily ignited. For fires involving this material, do not enter any ;Inclosed or confine.) fire space without proper protective equipment, including self- contained breathing apper. !'.,s. Combustion Products: Highly dependent on combustion conditions. A complex mixture of airborne solids, liquids, and gasps including; carbon monoxide, carbon dioxide, and unidentified organic compounds will be evolved when this material undergoes c omrustion. Combustion may form oxides of: Sulfur, Barium, Calcium . I SECTION 6 J4 CIDENTAL RELEASE MEASURES SECTION 7 H."0:nl.ING AND STQP."t; T -491 P.043/047 F -041 Protective Meal.ures: al :. of ; -ces of Ignition in vicinity of spilled material. Spill Managemer.t: Stop the source of the release if you can do it without risk. Contain release to prevent further contamination c.7 :oil evrfgce water cr groundwater. Clean up spill as soon as possible, observing precautions in Exposure Conin,m/Person ;i roteciirin. Use appropriate techniques such as applying non-combustible absorbent materials or pumping. Where feasibie and appropriate, remove contaminated soil. Place contaminated materials in disposable coranners and dispose of in a manner consistent with applicable regulations. Reporting: Re. r; spills tr' local authorities and /or the U.S. Coast Guard's National Response Center at (800) 424 -8802 as ap..:r::priate or required Precautionary rv:Fasuras: DO NOV USE lei r:i 3H PRESSURE SYSTEMS in the vicinity of flames, sparks and hot surfaces. U$d only in well ventitate►d areas. Keep container dosed. Keep out of the reach of children. General Handi nfo:rtation: A ~ vninating soil or releasing this material into sewage and drainage systems and bee:.. eater. Static Hazard:. :: : :Ci.tra mti; c'iarge :r;r ; • a;vu;t;ul:te and create a hazardous condition when handling this material. To n:izard, ocrltitrig and grounaing may be necessary but may not, by themselves, be sufficient. Revi .. operations whi::h have the potential of generating and accumulating an electrostatic charge https : / /www.,r' i "S •er/ controller? modul =com.chevron.lubes.msds.b... 5/12/2004 i�, NAY -18 -2004 10:11Aµ FROM- ,,. • , � Matenat Sare.. •Jda Lihc..t it and /or a flamrrr ,i;.sp~er (including : r.ic and cor.tainerfilling, splash filling, tank cleaning, sampling, gauging, switch nt iag. mixing, agitation, and vacuum truck operations) and use appropriate mitigating procedures. For'•icr::• i,.farma:i:r., to :'•Su.ri Stanoard 29 CFR 1910.106, 'Flammable and Combustible Liquids', Natior-; A_�.::c ;!.:tiun (NFIP ;), 77, 'Recommended Practice on Static Electricity', and /or the American Petrc!s,,n.: n -:ittrte (API) Recommended Practice 2003, 'Protection Against Ignitions Arising Out of Static, Lightnint; and Stray Currants'. Container War< 49s: Container is nct designed to contain pressure. Do not use pressure to empty container or it may rupture win Fxplksive ;orce. Empty containers retain product residue (solid, liquid, and/or vapor) and can be dangerous. Dc. 1 ate suriz cut, 'r =l tyazr:, solder, drill, grind, or expose such containers to heat, flame, sparks, static ._.:v..aidi:y, or tither sourr.`s ignition. They may explode and cause injury or death. Empty containers shou!r! b ' ::ompl tely drtaii1ed. properly closed, and promptly returned to a drum reconditioner or disposed of properly. SECTION 01: '•!^ ;'fir:: ':!:N ITP. ~1_r /F't_12, 30NAI_ PROTECTION GENERAL CON•: :utcitu.'6'iONS: • Consider the pc.te.r:tial ha= crds of this material (see Section 3), applicable exposure limits, job activities, and other substances in c. Nor -: piaca w ?ien•uH:signing engineering controls and selecting personal protective equipment. If engineering co. i►rr;ls or work practices are not adequate to prevent exposure to harmful levels of this material, the personal protec:c;'le equipment listed oetow is recommended. The user should read and understand all instructions ono i'rriiations supplied •.a•i:;; v:t- equipment. since protection is usually provided for a limited time or under ce c n ;ta Special note: Do r +nt use in breathinc air r:paara:us or medical equipment. ENGINEER N..: Use in a well • .. >; • PERSONAL P r. I= _ :7t+; Eye/Face Prer.,••.; :•r•• F:c 7;)t -lei. ! e+; a prctr:r:tio, r ie normally required. Where splashing is possible, wear safety • glasses with pit! ;: r r. : ::lci:; ^ good srIff :ty p: actice. Skin Protectto -: ■.k ,pecinr p,: t ... corning is no pally required. Where splashing is possible, select protective cloth ?; :• :t;•t;,:o:14.g conducted, physical requirements and other substances in the workplace. Sug materials for ; :,ro :.ec:trv;, gloves include: 4H (PE/EVAL), Nitrile Rubber, Silver Shield, Viton. Respiratory F + :a.: ;i +ar.: No respiraror . prowfri.ion is normally required. If user operatic.:: generate an oil mist, determine•, if airborne concentrations are below the occupational exposure limit for minere: :" rn :st :f n'_t, wea° 2:1 •:l)t'.:r)\ respirator that provides adequate protection from the measured concentration , o :; .r:• r i =:,c .cli. t- or ,ai -pur triq respirators use a particulate cartridge. Use a positive I. • r.: _;pii'ator in circumstances where air- purifying respirators may not provide adequate prote' 1•.1 ;i. Occupat el,:ixiauc i.r�lri ►.;�: Component.._ .. • • - —��j._ . �•_ _._� Non - hazardous in ;,t: .i refined oil Non-hazardous • .r refined oil Color: Red Physical Staf:. .t;:i•.i Odor: Petr!•le. - •:r %• pH: NA t.5 rig /m3 S o ing/rn3 SECTION MCA:. Arn CHE ;rtCAL PROPERTIES STEL 10 mg /m3 Attention: the c;:vi. o ivw :.n :: typical • :, :eS. arid do not constitute a specification. T -491 P.044/04T F -041 Page 3 of 6 Ceiling Notation https: / /www.: • _ =:c :.le, ;rt..•:,tr. ;,' •::r, . rverrconrrolier? module= com.chevron.lubes.mcris.h S/i9 /9nna MAY -18 -2004 10:11AM FROM- ., « ,Mateina1 Vapor Pressur4• :0.31 .a 3' C Vapor Densit; Boiling Poir..t: • • '• i ;;"c'; (1333`F) Solubility: SCI:_'' hydro^.arbort5 i-' c,itt:,I^ its water Freezing Poir, :. Melting Point: i ..\ Specific Grav:l :.57 , :i.6 1 (60.1 °F) Viscosity: 7.4 (_;2'F; (r.;;r,) SECTION 1(t $1T.A.�<il_iT.'' AND REACT;VITY T -491 P.045/047 F -041 I .va Chemical is 1.:.:.; Stable under normal ambient and anticipated storage and handling concii +i•) i,3 o: ralura Grid pressure. Incompa!ibilii•,1 1 ° :h:,• Mai.:r'wr:,: with strong oxidizing agents, such as chlorates, nitrates, peroxides, s'•; . Hazardous ;1;=c.• :sitio.' Pr odi1;.ta: t .y!:::gen Sulfide (Temperatures >149 °F (65 °C)) Hazardous :'•' :+ t'. .1 iz r :: r'.tl2a• i li;,lts p !y• ;rizatian will not occur. SECTION 11 li4TORPift a'Oh MMEDIATE — ►�, ' ri - h _C I'S Eye irritation: ' i i' r:ye irritation tta. &rci is based on evaluation of data for similar materials or product components. Skin irritation 7: skin .r. :zatL,,, ha_ Ord ?:: oaseo on evaluation of data for similar materials or product components. Skin Sensiti< :so:'....n toxicology dm available. Acute Dermal • . ;,;. y. 'i r.• a :urt ,•� :ic;t :y hazard is based on evaluation of data for similar materials or product con ioo. Acute Ora; 'i c.:•.•: t }: -r'e acute oral hzard is based on evaluation of data for similar materials or product components. Acute Irhaitiiie. Th. ? ;u:• r.: :•' :•'. t ;:t; toxicity hazard is based on evaluation of data for similar materials or ADDITiONikt, 'i 0:=MATIc?1`J: This product co.'•.:.r �s - �t:e:s :mot.: rt b :s::. i.s '.•=tics! may be refined by various processes including severe solvent extraction, severe hyorocracking, or se "iFre nydrotreating. None of the oils requires a cancer warning under the OSHA 1-13:-:arc; C. r;; •: gnic:sr cr. 151:3.1200). These oils have not been listed in the National Toxicology Prot: ; P) :annual F :F: , ,0 nor or have they been classified by the International Agency for Research on Cancer Mal .:.s ?•cr :' I srni;, t= rcar:.1 ), probably carcinogenic to humans (Group 2A), or possibly c.- 't•c :ri, ; : r r. nu:.aa:s ���; :.i,:.. ;, These ci1f; have not been classified by the American Conference of Govemmenc'::,'.::.: ri31 Iiwienists s: confirmed human carcinogen (A1), suspected human carcinogen . (A2), or cc,nt.r •,:r,vri relsvance to humans (A3). SECTION in . . tii. lc•!!� :r3. *. �,' ±;nt.� ECOTOXIC!T't The toxicity nr ` :.'. rn ; :r• '2I 'r, .:r :uar. •_� - s :,:;s not been evaluated. Consequently, this material should be kept out of :•r:lr +f •_ . a; ri:•a; .age sy!; •: r;s�z� -d all bodies of water. ENVIROF:41(; • This materiz i:, ' .1 • evil -- I t'. t e re,: r ry 1.icd'3s3rc dab';.. SECTION '''•" ... . Oil collection . • ,- . : c: _ •i r! 'Ill recycling or disposal. Place contaminated materials in containers and dispose • • t *,, ••ris- ::: t v-.np!icable regulations. Contact your sales representative or local environrrr:rr :al or bealrh, authorities for apps" ed disposal or recycling methods. II https://www.. • •r.: ;'' 1. ^o :,- !;rr:..:q;.__ :•c T; module= corn.chevron.lubes.msds.b... 5/12/2004 .. „11:;44,, wi S4;i`lP,.l6 x,.;...i '. t.m•..a.,t.rrwL2: uw14:haxti,�.:i�: ec 4z k+:.,:; w. ii¢ af.:. 3��.. s' n* rra :b�sYa+vr".!gatyGL,Wri,�i�. ^ ' :r$•:.w;ksts :,SAY -18 -2004 10 :12AM FROM- Material 121ft.:; 'SECTION) 14. ,.rc • 'tii+; +':.%i'' .t r',. i• The descriptio:.. ;;•vnay ,r_t ape;; tr, _.h ;:;:ppir,g situations. Consult 49CFR, or appropriate Dangerous Goods Regulations, ._3sCr;otin r.:::)_ ;rthtle:l (e.g., technical name) and mod6- specific or quantity- specific shipping require DOT Shipping rm+:: u r REOUL: 10 L.S A HAZARDOUS MATERIAL FOR TRANSPORTATION UNDER 49 CFR DOT Hazarr: DOT Identiiic.;:t. .= r::;: :10"1 'r_,t., ,:_; DOT Pack:r: . •PLICra.:i. Additional NOT ri, F:IDCUS V.S. DOT. ADR/RID HAZARD CLASS NOT APPLICABLE. IMOAM�� ;1 t.: `' T ::'`.i�, r'.�"' =1) AS DANGEROUS GOODS FOR TRANSPORTATION UNDER THE IME.',G . IMOIIMDG Hr.?: '•c' $7 I\ C''f AF'2'J :p,"::: r.E: IMOIIMDG ,' i.ar.1_•er::.� IMORMDG ?act.. r,- ;•,••r! _, NOT A:�'P: !!.'.A -'1_F 11SECTION ':5.r:'e�UI.:"'.f�tzl' �hFUI!t,tT:�N EPCRA I.:e1i,'ec:j3;1 2. Delayed ( +.h . EffiniS. h•: 3. Fire Hazsrc.:.:: 4. Sudden Rel.! • of ese.1re ya.•:'�:' 1`!r 5. Reect.v ty 01- 1 =IARC Gr : 01- 2B =SARC '-'" 02 =NTP No con' :ie:• . r•, 313 :••1..fN : * Pollutant - .r tht: regulatory lists above. cute) Health Effects: NO CHEMICAL yti AUSTR.�►1..l.: :arnpc :.e.tlts 0r s . :aI r;e) are listed on the Australian Inventory of Chemical Substances (AICS). CANADA: Al tl . Substance r.cs: • r EUROPEAI•: 1' Directive 92.'2 KOREA: All `.ir PHILIPPINE'S. : Chemical Sun t :•• UNITED SIP.: Chemical Inveenf•• ti;:•• ; i 3:►•ir`. - are on the Canadian DSL or have been notified under the New l-teg : : :at ans. I +rj rave no: yet been published in the Canada Gazette. .:r.'s material are in compliance with the EU Seventh Amendment .'l'::por:en = ur t; r. r+ . ... or the Existing Chemicals List (ECL) in Korea. t: •r; components !r f:s o, oduct are listed on the Philippine Inventory of Chemicals and • : i' of 1:.e ;r: 1 this material are on the Toxic Substances Control Act (TSCA) NEW JETIS ' ;� c �•Ii 'L•.H I :.. Under the r.. 133 Chapter 315 N.J.S.A. 34:5A -1 et. seq., the product is to be identified es 1. : :; •• ILEUM • transmission fluid) WHMIS CLA'= ' This product r= .. • con' v.1 ec.•ording to the criteria of the Canadian Controlled Products Regulations.. https:!:;4•;. • •.. .. . • .'1. :!r1,i. t ;,coatroiler7rnodul Ttrhnc imulc 1, T -491 P.046/047 F-041 Page 5 of 6 tI S /1 ' /'i nnit ......... �., «s+.wFn..+wwaw�svn• -aum n.,....:. _. ........� ri'1��':l!'/ Iii. +.e.ri'�.i�idi '�d��'wt�i✓ l3' 'yak •' rA*.4,, ' — 14.g z Z w • ce g O 0 N 0 J = H w LL —a =w z � I— O z I— w 0 O N O I— I u- O : W Z U = 0 z 0 MAY-18-2004 10 :12AM FROM- *4 ,..Materica . rage o or o SECTION NFPA HMIS RAT47t.i1.1-:;: 1 Fleminabiii:!: *; ;;ca%';'sivity: 0 (0-Least, 14-31!.:1•:'. 4-E:ter:rile, PPE:- Personal Protection Equipment Index recommendation, e- Chronic Ef.s1:.! ':d cazr. 7:1Bse. using the guidelines or published evaluations prepared by the National Pill*: 1:-I ctSSOCialiOri (NFPA) or the National Paint and Coating Association (for HMIS ratings). REVISV 5.:*1 :he. following sections of this Material Safety Data Sheet: 1-16 ABBREVIATiCi.. : r.;:;" r‘.1:-`,' i-iAVC LEEN '...!SE0 IN THIS DOCUMENT: TLV 1 .. i;',.•1 4. I : .! r :: I:41 TWA - The Weighted Average STEL .;•:: •-::.!r.• , urc: LimP. PEL Permissible Exposure Limit CVX - :A.. ...-;_ CAS Chemical Abstract Service Number NDA . • i''.. 1.:..L; :.v!iir.s.:-!.r. NA Not Applicable •cm.. i.r , 71..... ....- :.ur:.: Tu :....= - Greater Than or Equal To Prepare. ' " :)7:4 fi r t*. r•inlinintion Standard (29 CFR 1910.1200) and the ANSI * MSDS . the C 1F%*j Txcc Ensrgy Research & Technology Company, 100 Chevron W. 111111!.... . • p• ASZZ.....1111L1..., • ■•••■•••■• The ztho,:c. 1 we are aware and Is believed to be correct as of the •• Irsfc.;•ms`.1c.-r T.;-... be applied under conditions beyond our control and with which . • • drlin 7:lade available subsequent to the date hereof may suggest *:o? dc rot esaume any responsibility for the results of its WC This i7tc:onzitiori is fnishlari .vandition that the person receiving it shall make his own determinetk, c.t? ..y12.1erial for his particular purpose. •• • •- • I 41 ' V.* •::-7 ir.•• •—•••:.• rzzmwwww.m..ampoilig T-491 P.047/047 F-041 II • .• ••.: .:. •/-• • ••• .. . •••. • • • -..,..i..41:•.•••,....••••-••• c:iya 3ilet rnodule=com.chevron.lubes.rnsci h C/1 7/1)nnA. 10 -03 -2006 CHANDLER EASON 1555 BAYSHORE HY, #300 BURLINGAME, CA 94010 RE: Permit No. D04 -447 15820 TUKWILA INTERNATIONAL BL TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit. is not commenced;within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or • abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit last inspection; or if. the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 11/08/2006, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, rshall, Permit Technician xc: Permit File No. D04 -447 Ciiy 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 G4ri :.J.en:.'.:vvr.i.H+:. 'a�w+WM: veia;ea.w.e;.cy tia.y.3vw.rudaU lv;/ii,Y.uva�. tic'!. - A...a.1..r4e+au :4,4;4W Brenda Holt - Cendant Car Rental, #D04 �° Page 1; From: "Philip Brazil" <pbrazil @reidmiddleton.com> To: "Brenda Holt" <bholt @ci.tukwila.wa.us> Date: 01/24/2006 11:25AM :� Attihr ti .2ti..'T Subject: Cendant Car Renta Brenda, We got written responses and revised drawings from the architect and CT Engineering but not from Peyton Tomita, the structural engineer for the steel structures. I called Chandler Eason, the architect. He said that the responses and revised drawings from Peyton Tomita will be submitted by the contractor, Chin Construction. We will be unable to complete our review until we receive these documents. Consequently, we are placing the project on hold until we do. This will be reflected in our weekly report, which you should receive next Monday. If you have any questions or comments, please contact me. Philip Brazil, P.E., S.E. Senior Engineer Reid Middleton, Inc. 728 134th St. SW., Suite 200 Everett, WA 98204 (425)741.5039 direct (425)741.3800 page (425)741.3900 facsimile e -mail: pbrazil @reidmidd.com web: www.reidmiddleton.com CC: 'Bob Benedicto" <bbenedicto @ci.tukwila.wa.us> �.z.s::t ».:.i» .:»i:. Mlrs?i',n �a n�a:•r., i.,:kw:3s n, Reid iddleton February 7, 2006 File No. 262005.005/01502 Mr. Bob Benedicto, Building Official City of Tukwila, Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review — Final Submittal Cendant Car Rental (D04 -447) Dear Mr. Benedicto: We reviewed the proposed project for compliance with the structural provisions of the 2003 International Building Code (IBC) as amended and adopted by the state of Washington and the city of Tukwila. The permit applicant has responded successfully to our comments. Individual revised sheets were submitted in response to our initial plan review and inserted into the original drawing set. The other sets of drawings should be reconciled in preparation for permit issuance. These revised sheets are: A0.1, S1.0, S2.0, S4.0, CS -1, CS -2, CF -1A, CS -1A and CS -2A. Portions of the structural design have been deferred by the structural engineer for submittal to the city of Tukwila until after issuance of the initial building permit. The following deferred submittal is identified: 1. Design drawings for precast, prestressed concrete floor systems. C01/ e FE c 8 0 8 2006 O tF T Special inspections by the geotechnical engineer should be provided as recommended in the geotechnical report by Geomatrix Consultants, dated October 29, 2004. The following is a summary: 1. Site excavation and grading. 2. Placement of structural fill and soil compaction. 3. Verification of soil - bearing capacity. 4. Installation of foundation and retaining wall subsurface drainage system. 5. Placement and compaction of foundation and retaining wall backfill. Structural special inspections by qualified special inspectors should be provided. The following is a summary: Washington Oregon Alaska Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 Mr. Bob Benedicto, Building Official City of Tukwila February 7, 2006 File No. 262005.005/01502 Page 2 1. Construction of reinforced concrete pier foundations (canopies): Continuous. 2. Concrete placement at concrete construction: Continuous. 3. Reinforcement at concrete construction: Periodic. 4. Erection of precast, prestressed concrete floor panels: Periodic. 5. Anchor bolts /rods at concrete foundation: Continuous. 6. Masonry construction, including mortar, reinforcement and structural connections: Periodic. 7. Grout placement at masonry construction: Continuous. 8. Installation of masonry expansion anchors: Continuous. 9. Fabrication and erection of structural steel: Periodic. 10. Structural welding of structural steel for single -pass fillet welds < 5/16 -inch and roof deck welds: Periodic. 11. Structural welding of structural steel, other than single -pass fillet welds < 5/16 -inch and roof deck welds, where applicable: Continuous. Enclosed are one set of the revised drawings, one set of the revised sheets, structural calculations, geotechnical report, and correspondence from the architect and structural engineers for your records. If you have any questions or need additional clarification, please contact us. Sincerely, Reid Middleton, Inc. Phili Brazil, P.E., S.E. Seni r Engineer Enclosures cc: Chandler Eason, Blunk Demattei (by surface mail) Rick Wyble, CT Engineering (by surface mail) David Peyton, Peyton Tomita (by surface mail) dop: \doc\26 \planrevw \tukwi la \05 \t015 r2.doc \prb esgs) Reid iddleton Feb, 6. 2006 1:17PM Peyton —Tom :a & Asso :iates • —. \ Pevton-TomIia & ASSOCIates Peyloniromita & Associates 964 Town & Country Road Orange, CA V4868 Phone: 714 - 295-1930 FAX: 714 - 2454933 ema DPeyton359®aoLoont Facsimile To: fiNIL1 P t347-Aj @Fax: (42C) 1 4 f -'3q QQ From: David Peyton Date: ' 4 lr y Re 431- Q1 Pages: ail, including this No, 6278 P. 1 AS.D r...) , Or) rThl ko p 1/ IQ8 . 5 - 5‘., i'3 Ai4-Q Q 3 , 5 . DDS 1 >\D tVv,.7 ? f3c2 E . January 9, 2006 Gentlemen: Mr. Bob Benedicto Building Official City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Re: Building Permit Plan Review — First Submittal Cendant Car Rental Group (D04 -447) BDA n IECEOVE JAN 12 2006 BLUNK DEMATTEI ASSOCIATES INC Mr.Philip Brazil Senior Engineer Reid Middleton 728 134 Street SW, Suite 200 Everett, WA 98204 This letter is written as requested to address the architectural issues noted in Mr. Brazil's letter dated 12/30/05, numbers follows Mr. Brazil's letter: General: All items are addressed in our following letter and are accompanied by two sets of the revised architectural cover sheet A0.1, two sets of revised structural drawings and one set of supplemental structural calculations. Geotechnical: The special inspections required by IBC 1704.7 and 1802 as stated in your letter are identified in an added section labeled "Special Inspections" noted on attached sheet A0.1 and will be provided as required. Architectural: 1. The noted deferred structural submittal for design drawings for precast, prestressed concrete floor systems is added as item 7 to our list of "Deferred Submittals" found on our sheet A0.1. 2. The column spacing is correct on the architectural plan, sheet A22.1. The structural plan is revised as attached to show this correct dimension. Structural: 1. The special inspections required by IBC 1704 and 1707 as stated in your letter are identified in an added section labeled "Special Inspections" noted on attached sheet A0.1 and will be provided as required. 2. • List of "Deferred Submittals" is revised on sheet A0.1 as attached. 3. See CT Engineering's letter dated 1/9/06 as attached for response for remaining Structural, Foundation, Vertical, Lateral and General comments. See Peyton Tomita's /Chinn Construction's separate response for response for remaining Structural, Foundation, Vertical, Lateral and General respective comments on design -build metal canopy by the general contractor. • 1555 BAYSHORE HVVY #300 BURLINGAME CA 94010 TEL 650 692 9911 FAX 650 692 0181 ■ 2c.P o5no5 0+soy -- Mr. Bob Benedicto Mr.Philip Brazil January 9, 2006 Page Two of Two Chandler S. Eason Ill AIA Vice President cc: Karl Westerman, Cendant Michael Lancaster, SRO Michael Aippersbach Rick Wyble, CT Engineering Kevin Chinn, Chinn Construction Bjorn Enstrom, Blymyer We believe that this information and our attached revised drawings appropriately address all of the City of Tukwila's comments in your 12/30/05 letter. Please advise immediately if you require any additional information, modifications or clarifications to our package. We look forward to completing this project with the City of Tukwila. Very truly yours, < January 9, 2006 Philip Brazil Senior Engineer Reid Middleton, Inc. RE: Building Permit Plan Review — First Submittal Cendant Car Rental (D04 -447) Dear Mr. Brazil: Attached are revised construction documents for the ` Cendant Car Rental (QTA Bldg.)' project. We have made corrections to the drawings in accordance with the Reid Middleton, Inc. plan review correction letter dated December 30, 2005. The structural corrections and /or comments are as follows: STRUCTURAL, CT ENGINEERING General 1. Table 15/S4.0 has been revised to include the required structural special inspections as indicated in the correction letter. 2. Sheet S2.0 has been revised to delete the notes for deferred submittals. Foundation 3. No correction required. Vertical 4. Detail 7/S4.0 has been revised to indicate #5 ties @ 8" o.c. Lateral 5. Sheet S1.0 has been revised to indicate the correct earthquake spectral response acceleration values (Ss and S1). As per the structural calculations, Ss =1.36 and S1 =0.47 were the values used in the lateral analysis. The incorrect values were shown in the structural notes. I believe that this resolves all of your concerns which are necessary to complete the plan review. If you have any further questions, please call. Sincerely Yours, CT Engineering Arnold R. Solomon Structural Engineer Structural Engineers OVA cc: Chandler Eason (Blunk Demattei Associates) 180 Nickerson St. Suite 302 Seattle, WA 98109 (206)285 -4512 Fax: 285 -0618 E N G I N E E R I N G :In... ..w. .,.�.,,.... ..na n.v,r. .,��u.:...,,�ro.� January 9, 2006 Philip Brazil Senior Engineer Reid Middleton, Inc. P L L C RE: Building Permit Plan Review — First Submittal • Cendant Car Rental (D04 -447) Dear Mr. Brazil: Attached are revised construction documents for the `Cendant Car Rental (QTA Bldg.)' project. We have made corrections to the drawings in accordance with the Reid Middleton, Inc. plan review correction letter dated December 30, 2005. The structural corrections and/or comments are as follows: STRUCTURAL, CT ENGINEERING General 1. Table 15/S4.0 has been revised to include the required structural special inspections as indicated in the correction letter. 2. Sheet S2.0 has been revised to delete the notes for deferred submittals. Foundation 3. No correction required. Vertical 4. Detail 7/S4.0 has been revised to indicate #5 ties @ 8" o.c. Lateral 5. Sheet S1.0 has been revised to indicate the correct earthquake spectral response acceleration values (Ss and 51). As per the structural calculations, Ss =1.36 and S1 =0.47 were the values used in the lateral analysis. The incorrect values were shown in the structural notes. I believe that this resolves all of your concerns which arc necessary to complete the plan review. If you have any further questions, please call. Sincerely Yours, CT Engineering OkAdJ Arnold R. Solomon Structural Engineer cc: Chandler Eason (Blunk Demattei Associates) Structural Engineers 180 Nickerson St. Suite 302 Seattle, WA 98109 (206)285 -4512 Fax: 285 -0618 December 6, 2005 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 RE: Structural Review Cendant Car Rental — D04 -447 15820 Tukwila International BI, Tukwila Dear Mr. Swanson: Guy of Tukwila Department of Community Development Steve Lancaster, Director Please review the enclosed plans and documents for structural compliance with the 2003 International Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. Brenda Holt, Permit Coordinator encl 4te,F xc: Permit File No. D04 -447 Q:\Documents'Structural Consultant\D04.447,DOC bh Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 December 23, 2004 Dear Chandler: Mr. Chandler Eason Blunk Demattei Associates 1555 Bayshore Highway, #300 Burlingame, CA 94010 Cizy of Tukwila Department of Community Development Steve Lancaster, Director RE: Letter of Incomplete Application # 1 Development Permit Application D04 -447 Cendant Car Rental Group, Inc — 15820 Tukwila International Boulevard This letter is to inform you that your application received at the City of Tukwila Permit Center on December 16, 2004, is determined to be incomplete. Before your application can continue the plan review process the following items need to be addressed: Steven M Mullet, Mayor Building Department: Ken Nelsen, at 206 431 -3677, if you have questions concerning the following: 1. Please provide structural calculations for the canopy and carwash building. Planning Department: Brandon Miles, at 206 431 -3684, if you have questions concerning the attached memo. Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) complete sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 433 -7165. Sincerely, Stefani. tipencer Permit Technician Enclosures File: Permit File No. D04 -447 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 t DATE: CONTACT: RE: ADDRESS: cry of Tukwila Department of Community Development PLANNING DIVISION COMMENTS December 21, 2004 Chandler Eason Cendant Car Rental Group Inc, D04 -447 15820 TIB Please review the following comments listed below and submit your revisions accordingly. If you have any questions on the requested revisions, Brandon Miles is the planner assigned to the file and can be reached at (206) 431 -3684. 1. The building permit will not be approved until design review for the project is complete. Steven M Mullet, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 .,:�t:..,.a +. �A:.au•.. -:::a. � � y:�,ci..Yi.;e:s.h' :4::- aa:kiY:a., ACTIVITY NUMBER: D04 -447 DATE: 11 -28 -05 PROJECT NAME: CENDANT CAR RENTAL GROUP, INC. SITE ADDRESS: 15820 TUKWILA INTERNATIONAL BL Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # After Permit Issued DEPARTMENTS: Ka NAJ c, z� Bu Idirig Division LJ Public Works 414_ IA A_ I S DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -29-05 Complete FVf Incomplete Comments: -. )DERMIT COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2.28 -02 n n DATE: DATE: tam /i Planning Division Permit Coordinator n Not Applicable No further Review Required n DUE DATE: 12-27-05 Not Approved (attach comments) n Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ti': 41a. 1.: �. �..> a�tai'.\ ��> �. wM. i._ 5: xj .✓.WS /iri4 {wk'ak:41k'.ia.:nkiul X Original Plan Submittal DEPARTMENTS: � �� I Builc D ivision Public Works Complete ❑ Documents /routing slip.doc 2-28-02 APPROVALS OR CORRECTIONS: PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -447 DATE: 12 -16 -04 PROJECT NAME: CENDANT CAR RENTAL GROUP INC. SITE ADDRESS: 15820 TUKWILA INTERNATIONAL BLVD Response to Correction Letter # Revision # afterrbefore permit is issued 511 6 /2 zy Fire Prevention 0 Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Th s.) Incomplete REVIEWER'S INITIALS: PERMIT COORD COPY Response to Incomplete Letter # Planning Division Permit Coordinator DUE DATE: 12 -21 -04 DUE DATE: 01 -18 -05 0 �c Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 6 i LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg j Fire ❑ Ping PW ❑ Staff Initials: ats' TUES /THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: NOV 23 '05 02 :05PM TUKWILA DCD /PW Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, eta Plan Check/Permit Number: P' 4 - 44 Date: I1 tD G RECEIVED ❑ Response to Incomplete Letter # CITY OF T[IKWlt ❑ Response to Correction Letter # NOV 2 8 2005 ❑ , Revision # _ after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: ,Ci CAR. • Cam- uJ ) pZ t u Project Address: 1 S 552 Ti 1 Contact Person; Kl'i IJ Phone Number: 4Z - t (0M Summary of Revision: RAN tS% 1'aS ?e pUS l tS eA-4"oe SJ _ W i j l3tLA , Gr a s c.,—vw t pc.. a,-, • Q D t� a tDodfz, ►�� try (akricee2 t•Yet s ) Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by �u ►t�� _ _ g Entered in Permits Plus on j $'?( 0S , meet ons orms - app maations on lin v 9,an su •mi Crestrd; 8.13 - 3004 Revised: City of Tukwila 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,tukwilo' wa.us, PERMIT CENTER P.2 Steven M Mullet, Mayor License Information License CHINNCL000DS Licensee Name CHINN CONSTRUCTION LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602019515 Ind. Ins. Account Id PARTNER/MEMBER Business Type LIMITED LIABILITY COMPANY Address 1 P O BOX 2137 Address 2 City REDMOND County KING State WA Zip 980732693 Phone 4258981688 Status ACTIVE Specialty I GENERAL Specialty 2 UNUSED Effective Date 3/10/2000 Expiration Date 3/5/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date WAKAYAMA, GLORIA AGENT 01/01/1980 CHINN, KEVIN W PARTNER/MEMBER 01/01/1980 Look Up a Contractor, Electrir„i,an or Plumber License Detail Page 1 of 2 Washington State Department of Labor and Industries General /Specialty Contractor A business registered as a construction contractor with L &I 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. Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date Until httPs: / /(ort ress .wa.gov /lni/bbip /printer.aspx ?License= CHINNCL000DS 02/13/2006 Jr E A A.B. Anchor Bolt AC Acoustic A.C. Asphaltic Concrete A/C Air Condittioning A.D. Area Drain ADJ. Adjustable AGGR. Aggregate AL. Aluminum ALT. Alternate AMP. Ampere ANOD. Anodized APR. Apron APPROX. Approximate ARCH. Architect ASPH. Asphalt A.S.T.M. Am. Soc. for Testing Materials AUTO. Automatic B BD. BET. BIT. B.L. BLDG. BLK. BLKG. B.M. BM. BOT. BRG. BRK. BRZ. B.S. C CAB. C.B. CEM. CER. CU. FT. C. FL. C.I. CLG. CLKG. CL. CLR. CN TR. C.O. COL. CONC. CON T. CONST. CONTR. CPR. CPT. C SM T. CTR. CSK. CV. C. w. CU. YD. D D.A. DBL. DEM. DEPT. OCT. D.F. DIAL. DIM. DISP. D.L. DN. DP. DPR. DR. DS. DW. DWG. 0 WR. E. East EXIST,(E) Existing EA. Each E.B. Expansion Bolt E.J. Expansion Joint ELEC. ELEV. EMER. EN AM_ EtiC. ENGR. E.P. EC . E iP ES EXC. Eke. Ex' EX 'R. Board Between Bituminous Building Line Building Block Blocking Bench Mark Beam Bottom Bearing Brick Bronze Both Sides Cabinet Catch Basin Cement Ceramic Cubic Feet Counter Flashing Cast Iron Ceiling Caulking Closet Clear Counter Clean Out Column Concrete Continous Construction Contract Copper Carpet Casement Center Countersunk Cove Cold Water Cubic Yard Double Acting Double Demolish Department Detail Douglas Fir, Drinking Fountain Diagonal Dimension Disposal Dead Load Down Dompproofing Damper Door Downspout Dumbwaiter Drawing Drawer Eleatic (of) Elevation Emergency Enamel Enc;osur e Engineer Electricoi Panel Equal Eauiprent Estimate Cxccycte E x .0sec Exte• -of Ex truoeC H.B. Hose Bibb H.C. Hollow Core HD. Head HDR. Header HDW. Hardware HEAD. Hardwood H.M. Hollow Metal HOR. Horizontal HR. Hour HGT. Height HTG. Heating HVAC Heating /Ventilation Air Conditioning I.D. IN. INS. INT. INTM. IN V. J J. JAN. JT. K F. Fahrenheit F.B.O. Furnished by Others FBRK. Firebrick F.D. Floor Drion FDN. Foundation F.E. Fire Extinguisher FGL. Fiberglass F.H. Fire Hose F.H.M.S. Flat Head Metal Screw F.H.W.S. Flat Head Wood Screw FIN. Finish (ed) FIX. Fixed FL. Floor FLASH. Flashing FLUOR. Fluorescent F.O.C. Face of Concrete N F.O.M. Face of Masonry F.O.S. Face of Stud F.O.W. Face of Wall FPL. Fireplace FPRF. Fireproof F.S. Full Size FT. Foot FTC. Footing FUR. Furring FUT. Future 0 FR. DR. Fire Door G GA. Gauge GAL. Gallon G.B. Grab Bar G.C. General Contractor G.I. Galvanized Iron GKT. Gasket GL. Glass GR. Grade GRT. Grout GVL. Gravel GYP. Gypsum GSM Galvanized Sheet Metal H K. KIT. K0. KP. L e ABBREVIATIONS Inside Diameter Inch Insulation Interior Intermediate Invert Joist Janitor Joint Kip (1000 lb.) Kitchen Knockout Kickplate LG. Length LAB. Laboratory LAM. Laminate LAY. Lavatory L.H. Left Hand Li(R_ Locker L.L. Live Lood LT. Light LVR. Lou her LBL. Lobel IVf slier Maxxr,.Jm Moct• re Eat Mel c•s t ,;r a 84rr Per MBR. M.C. MECH. MED. MEMB. MET. MFR. NH. MIN. MIR. MISC. MLD. MOV. MRB. MT. MTL. MUL. M WK. N (N) NAT. N.I.C. NOM. N.T.S. 0/ OA 08. O.C. O.D. O.F.C.I. OFF. OH. O.H.M.S. O.H.W.S. O.J. OP. OPNG. OPP. P PAR. Parallel PART. Partition PAV. Pay (ed) (ing) (ement) P.C.C. Pre -cast Concrete P.C.F. Pounds per Cubic Foot PERI. Perimeter PERM. Permanent PRE - FAB.Pre - fabrics P.L.F. P.G. PKG. PL. P. LAM. PLAS. PLY. PNL. PT. P.P. PR. PREFIN. PROJ. P.S.C. P.S.F. P.S.I. PT. P.T.D. P.T.D. /R P.T.R. P. V.C. Q Q.T. R R. R.A.G. R.B. RB. T . R.C.P. R.O. R.D.F. RDWD. REINF. RFF. R`FR. REG REM. R►QD_ RE RE ` REV R.F G Member Medicine Cabinet Mechanic (ol) Medium Membrane Metal Manufacturer Manhole Minimum Mirror Miscellaneous Moulding Movable Marble Mount (ed) Material Mullion Millwork North New Natural Not in Contract Nominal Not to Scale Over Overall Obscure On Center Outside Diameter Owner Furnished/ Contractor Installed Office Overhead Oval Head Metal Screws Oval Head Wood Screw Open Web Joist Opaque Opening Opposite to (d) Pounds per Lineal Foot Plate Glass Parking Plate Plastic Laminate Plaster Plywood Panel Point Ponderosa Pine Pair Pre-- finshed Project Pre-stressed Concrete Pounds per Square Foot Pounds per Square Inch Paint (ed) Paper Towel Dispenser Paper Towel Dispenser/ Receptacle Paper Towel Receptacle Poly -Vinyl Chloride Quarry Tile Riser, Radius Return Air Grill Rubber Base Rubber Tile 'Reinforced Conrete Pipe Roof Drain Recessed Drinking Fountain Redwood Reiforce (o) (mg) Reference Refrigerator Register Remove Recuwed Resent Pet :rim Re.-se (ion) Roofing Y YD. RF.H. RFL. R.H. RM. R.U. R/W R.W.L. S S.A.R. S.C. S.C.D. SCHED. SCR. S.D. SECT. SH. SHO. SH T. SHTH. SKL. SL. SIM. S.N.D. S.N.R. SN T S.P. SPC. SP. D. SPEC. SPKR. SPL. SQ. S.S. S. SK ST. STA. STD. STL. STR. STRUCT. SUS. SYM. SYN. SYS. S. T T. T &G T.B. T.C. TEL. TEM. THERMO. THK. THRESH. TOL. T.P. T.P.D. T.PTN. TR. T.SL. T. ST. T.V. T.W. TYP. U U.B.C. UND. UNF. UR. V V. VAC. VAR. V.B. VERT VEST. V.G. VIN. VNR. V.T. w W. W/ W.B. W.C_ WD_ WD W. W.G. W.H. I W1IIr. M 1A :C Mir P _ W.S W'C T. INT T st- N *_M. Roof Hatch Reflect (ed) (ive) (or Right Hand Room Rough Opening Right of Way Rain Water Leader Supply Air Register Solid Core Seat Cover Dispenser Schedule Screen Storm Drain Section Shelf (Shelves) Shore (d) (ing) Sheet Sheathing Skylight Sliding Similar Sanitary Napkin Dispenser Sanitary Napkin Receptacle Sealant Soundproof (ing) Spacer Soap Dispenser Specification Speaker Special Square Stainless Steel Service Sink Street Station Standard Steel Storage Structural Suspended Symmetrical Synthetic System South Tread Tongue & Groove Towel Bar Top of Curb Telephone Tempered Thermostat Thick (ness) Threshold Tolerance Top of Pavement Toilet Paper Dispenser Toilet Partition Transom Top of Slab Top of Steel Television Top of Wall Typical Uniform Building Code Under Unfinished Urinal Volt Vacuum Varnish Vapor Barrier Vertical Vestibule Vertical Grain Vinyl Veneer Vinyl Tile West With Wood Bose Water Closet Wood Wandow Wire Glass Water Heater Mllheel Bumper Wrought Iron Wire Mesh Without Water Proofing Water Stop Wainscot Weight Mio►1 to Wait Welded Wire Vest lard TENANT CENDANT CAR RENTAL GROUP. RVC. P.O. Box 612 707. 3937 South 26th St. Dallas, TX 7526! (972) 4 53- 4062 ATTN: KARL S. WE S 1 ERM ANN owpER STERLING REALTY ORGAN 7A TPON P O- Box 91723. 600 160th Ave. NE Be leeue, WA 98009 -1723 (425) 455 -8151 ATTN: MICE LANCASTER PACIFIC ENGIINEERING DESIGN 4180 Lind Ave- SW Renton. WA 98055 (425) 251 -8811 ATP* T$: LOU E_ LARSEN • S ARCHITECTURAL LEGEND DATUM LINE PROPERTY LINE CENTER LINE BREAK LINE DIMENSION TO FACE OF STRUCTURE DIMENSION TO CENTER LINE DIMENSION TO FACE OF FINISH STAIR DIRECTION WORK POINT / DATUM POINT / CONTROL POINT COLUMN / GRID LINE OFFICE ROOM NUMBER & NAME WINDOW /LOUVER TYPE DOOR TYPE EQUIPMENT / FURNISHING TYPE MATCH LINE SECTION REFERENCE cIvL (NOT IN BDA'S CONTRACT) EARTH i 111 •1 eZel". • Va I I I I SP7i��� / I I I I I I I I I 1 1 II 11111111111111111 I.. ■ ■ ■......I IH.■■/.....I 2 AG SCOPE OF WORK CONSTRUCTION OF NEW QUICK TURNAROUND FACILITY CONSISTING OF CAR WASHES AND GAS ISLANDS WMTH AN ABOVE - GROUND FUEL TANK (SEPARATE PERMIT). PROJECT TEAM ARCHITECT BLUNK DEMATTEl ASSOCATES ARCHITECTS 1555 Bayshore Hwy.. Suite 300 Burlingame, CA 94010 (650) 692 -9911 ATTN: CHANDLER EASON le STFETLRAL CT ENGINEERING :80 Nicitersori St. Suite 302 Seat*. WA_ 96109 (206) 285 -45/2 ATTN: RICK MILE RNG KAMA 1829 C1eenetnt Ave. Alomecka. CA 94501 -1)95 (510) 521-3773 AT'1* EUORIN Eli15jRC�1 Awl SAND / MORTAR / PLASTER ROCK FILL CONCRETE CONCRETE BLOCK (CMU) MASONRY WOOD FINISH WOOD, FRAMING WOOD BLOCKING PLYWOOD GYPSUM BOARD ACOUSTIC TILE INSULATION, BATT INSULATION, RIGID DETAIL REFERENCE INTERIOR ELEVATION REFERENCE • AO.1 an. CO.1 CO.2 CO.6 CO6A ARCHTECTURAL A0.2 NOTES A1.1 SITE PLAN A22.1 A22.2 A22.3 A22.1E A23.1 A23.2 A26.1 QTA FACILITY REFLECTED CEILING PLAN A28.1 DETAILS A29.1 ACCESSIBILITY DETAILS STRUCTURAL S1.0 OTA BLDG. STRUCT. NOTES S2.0 QTA BUILDING FOUNDATION PLAN S3.0 QTA BUILDING ROOF DECK PLAN S4.0 QTA BLDG. CONC. DETAILS REM FS -1 PIPING AND INSTRUMENTATION DIAGRAM FS -2 FS-3 FS-4 FS -5 FS -6 FS -7 SLAB PLUMB ELECT EQUIP GEOTECHNICAL o. b. c. d. e. TITLE SHEET COVER SHEET COMPOSITE UTILITIES TEMPORARY EROSION CONTROL GRADING AND DRAINAGE PLAN (QTA /GATE HOUSE) GRADING & DRAINAGE PLAN (QTA) OTA FACILITY FLOOR PLAN QTA FACILITY ROOF PLAN QTA FACILITY DOOR & WINDOW SCHEDULES QTA FACILITY ELECTRICAL PLAN QTA FACILITY EXTERIOR ELEVATIONS OTA FACILITY SECTIONS DELETED PIPING PLAN FUELING ELEVATIONS AND DETAILS EQUIPMENT SCHEDULE ELECTRICAL PLAN STRUCTURAL DETAILS VEEDER ROOT DIAGRAM CAR WASH SHOP DRAWINGS OtLC ) SLAB LAYOUT PLUMBING LAYOUT ELECTRICAL LAYOUT EQUIPMENT LAYOUT Special inspections by the geotechnical engineer should be provided as recommended in the geotechnicd report by Geomotrix Consultants, dated October 29, 2004. See IBC Sections 1704.7 and 1802. The following is a summory. Site excavation and grading. Placement of structural fiI and sod compaction. Verification of soil- bearing capacity. Installation of foundation and retaining wall subsurface drainage system. Plocement and compaction of foundation and retaining wall backlit. GOMINING CODES: 2003 INTERNATIONAL RAMC MOE (IBC) 2003 UNIFORM PLUMBING 000E (UPC) 2003 N TERWAT1ONAL MECHANICAL COOE (NC) 2003 N TERNATlONI1. FIRE CODE WC) 2003 WA91NGTON STATE ENERGY CODE. CHAPTER 51 -11 SAC ,BARRIER ME ACCESS PER 2003 IBC & ICC /ANSI A117. 2003 IIIA. AG1O4 STATE VENTILATION & INDOOR AR QUALiTY cam (M) QTA FA IT 1 OCCUPAIIICT: 5--1 TYPE I - F LY SPRINKLIRED PER NFPA 13 2.449 ST. OTA BUILDING I FLOOR (NOTE_ BMOC TO BE 5.916 S.F. GAS ISLAND CANOPY FULLY SPRINK ERED) (SEE A22.1) 768 SF_ CAR WASH FAIRY A m ENT CANOPIES SUBTOTAL 8.365 SF, 1a6 S.F. 1RA 4 0 'TOTAL: 8.551 S.F. 1) Design -Build Mechanical, Electrical. and Plumbing Design Drawings 2) Fire Sprinkler Drawings 3) Life Safety System Drawings 4) Fire Alarm System 5) Above- Ground Fuel Tank 6) Design Drawings for Precast, Prestressed Concrete Floor Systems • PROJECT DATA 4- SHEET INDEX r e : f '. :, -_:C.( . • r=r2:: ILD EOM': McL!-1.-.2^: . fro•• .. Gtj O BUILDING DIVISION FOR REFERENCE ONLY & SPECIAL INSPECTION NOTES STRUCTURAL DEFERRED SUBMITTALS 'LATEST EDITIONS OF THE FOLLOWING: N4 A TONAL ELECTRICAL CODE (NEC) NATIONAL FIRE MOE (WC) NATIONAL FIRE PROTECTION AGENCY CODES AND STANDARDS (PE PA), REVIEWED FOR CODE COMPLIANCE is000rt'v n FEB 9 2006 ty Of ?U wila BUILDThr iniTgrON S • sae o Paw* Na � °Ppro11 " "!eta a was and e„� w 4 s'fa*live . .. . , don Not ammo es *wo of � .. a _ f , Code er of A • conditions Is admonistsolt A► _�1 1 � REVIEWED This plan was reviewer for Acneral coefurmaecge wish the fv4••winit. as osorsded by the jurlsdictk e: a. 9tructsr,si Provisions of the Intersathsel 8 *g Cook Plow structnnl Provision* of the Internesional 8 .1lsMas Cods 0 Other. The praises eppliesmo is nespen ends rev wsdorN++re wide sit applicat ee Ida .✓;li ar s,pptevai, sad permit requirements stet jeer to tee inguitwnent, and enewproislliene or else far sedhority. his review roes not relieve the AsrAitws eml Engine* at Sewd of respee rih hey for s complete asap, in aeurdsnee wile the laws r lltu so..rtsirs jtt�tidiediiss uid the slaw d w isi r • ,�,. . • As l (' l ama t '7 It liiia M tI I I ht, , if Review C e * titling t"at• L.. Structural special inspections by qualified special inspectors should be provided. See IBC Sections 1704 and 1707. The following is o summary. o. Construction of reinforced concrete pier foundations (canopies): Continuous, see also Section 1704.9. b. Concrete placement at concrete construction: Continuous, see also Section 1704.4. c. Reinforcement at concrete construction: Periodic, see also Section 1704.4. d. Erection of precast, prestressed concrete floor panels: Periodic, see also Section 1704.4. e. Anchor bolts /rods at concrete foundation: Continuous, see also sections 1704.4 and 1707.1. f. Masonry construction, induding mortar, reinforcement and structural connections: Periodic, see also Section 1704.5.2. g. Grout placement at masonry construction: Continuous. see also Section 1704.5.2. h. Instillation of masonry expansion anchors: Continuous, we also Section 1704.13. i. Fabrication and erection of structural steel: Periodic, see also Section 1704.3. b Structural welding of structural steel for single -pass fillet wilds S 5/16 -inch and roof deck welds Periodic, see also Section 1704.3. k Structural welding of structural steel, other than single -poss filet welds S 5/16 -inch and roof deck welds, where applicable: Continuous„ see also Section 1704.3. VICIITY MAP I MP .............. .. mama . e . , e . City at UM* MOM pMON s _•!■!r I 3 !Sias p - --- s ss, - : e s .wo • W . _ _ - We • t • S ISIS • s *ab s : NM 1' • 3M r, SLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSI-IORE HWY *300 CA -- 94010 TEL (650) 692 -9911 11111 FAX (650) 692 -0181 ■ 8 PLAN GfIEGK 1/6/06 CONSTRUCTION SET 7/2a/o5 CLIENT REVISIONS 1/14/05 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 U a 0 Cr 0 (.9 J ao z CC 0 co CC Z �' j < a: 1 � Z 3 t CI 1-5 a 3 3 v U R � DATE JOB NO_ 20457.05 A0.1 7 OF SIB I out ) ) ) RCVIJ1001 . INC VIJIV1 r LI% I I • FN.1 )S' BRASS DISC ON IX" IRON PIPE LN CASE DOWN OR 10412:04) / r.. ii�/iii //' ..4444 / /// / / / /i /. r � II 1 rsM • muta•.... lila Off /1.0\ CT TO EXISTING 1011e .1t s` 000 y •.Ofti :t Fwc S /r '-eay ..el reoe; •41 �• nee*, et I r.., 0 .. 1. Fo.w+a 3.'e ee04 ,t :; sumac - mart Sa0l f ,•!.c Yr - ta.r 44..4E re.'o.:44: s:ampec A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4 SEC. 22, T. 23 N., R. 4 E., W.M. CENDANT - TUKWILA n rau..e nibs 44.0 [.: .tames - :iC i .Y IMie - 421135 - 2 :40: - t00�a ENGINEER PACIFIC ENGINEERING DESIGN, LLC. 4180 LJVD A OE. S.W. REIN TON. WA 98055 CON TA C T- LOU LARSEN (425) 251 -8811, FAX (425) 251 -8880 SURVEYOR CAN THE POlN TE 33701 91H ME S. FEDERAL WAY WA 98003 CONTACT STEW WOODS PLS (253) 661 -1901 t f444.,0 •404 _Itr u.:r41440i01i C42 .- 1bwn41r 1.44a3r IF Q010 row ritfl ur -04464401. ft1 4 C.clane otc 4KtW.O.4 1111,30141111 MB"' cigars tout., OWfNER: t { -414't \\.\\ „c7- oK tavqu� ARCHITECT .-.� 4444 - ...-.. -_ ..� 3.44' PROPOSED PAVING fauna rcoif ..: tr cat cs0 stamped 'Tr:410 LS 223il r 13 2142/LS 40924/LS 3I26 Fauna rtCSr vitt voile. cac stance* r:44a LS 223].1/ 'S 2t.02A.S teO44A.S 11620 CENDAN T CAR RENTAL GROUP. INC. 3937 S. 26TH ST. DPW AIRPORT DALLAS, TX 75261 CONTACT: KARL NES TEI IANN (972) 453 -4062, FAX: (972) 453 -5103 szaraec ;.e _s 24.13, /.S 244020LS :..3/LS tts2C BLUNK OEMA T7EJ ASSOCIATES ARCH/ TECTS A1I1 :555 8A YSHORE HWY Iwo BURUNGAME CA 94010 CONTACT OIANDLER S. EASSOi N MA (650) 692 -9911, FAX (650) 692 -0181 I 21 r. FND. Jet BRASS DISC ISCA �. WrIll TRACK DOWN 0.,7 (04+12/'0+1) SITE ADDRESS: 15820 IN TERNA TIOVAL BOULEVARD TIUKim A, WA 98188 • 100 0 50 100 GRAPHIC SCALE SCALE i' - 100' SHEET INDEX 200 CO 1 COVER SHEET COMPOSITE U T1U TIES CO2 TEMPORARY EROSION /SEDIMEN TA TION 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 C08 SITE CROSS - SECTIONS CO9 STORMFIL TER DETAILS CI DETAILS C11 DETAILS C12 NOTES AND SPECIFICATIONS C13 EXISTING SITE CONDITIONS -..- ...... -moos - 4444 -w- BASE OF SEARING HORIZONTAL DATUM NAD 83/91 VERTICAL DATUM TUKWILA, WA. VICINITY MAP NOT TO SCALE (NA VD 88) FOUND 3" BRASS DISC ON KLICKA TA ROAD IN SOUTHEAST CORNER OF OVERPASS TO INTERSTATE 5. ELEVATION : 74.40 • . . -...- r...4.-- �•- ..�.. ..wr...w... -,... • HELD N 88' 38'54" W ALONG THE MONUMEN TED 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. REVIEWED FOR CODE COMPLIANCE 8Dooraum BU iWT 1' nT►1TSTi1I11 LEGAL DESCRIPTION THAT PORTION OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 22, TONNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 22; THENCE SOUTH 88'38'54" 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 00'54'31 EAST, 202.01 FEET; THENCE NORTH 88'38'54" WEST. 186.89 FEET; THENCE NORTH 17'12'20" EAST, 155.93 FEET; THENCE NORTH 8818'54" WEST, 187.81 FEET TO A POIN T ON THE EAST RIGHT -OF -WAY LINE OF PACIFIC HWY SOUTH; THENCE NORTH 20V6'06" EAST ALONG SAID EAST RIGHT -OF --WAY, 398.31 FEET TO A POINT ON THE CEN TERUNE OF VACA TED SOUTH 158TH STREET; THENCE NORTH 51'34 EAST ALONG SAID CENTERUNE OF VACA TED SOUTH 158TH STREET 89.42 FEET; THENCE CONTINUING ALONG SAID CEN TERUNE NORTH 3551'14" EAST, 180.60 FEET; THENCE CONTINUING ALONG SAID CENTERLINE NORTH 7059'44" EAST, 90.86 FEET TO A POINT ON THE CENTERLINE OF VACA TED OLD WU TAR Y ROAD AND A POIN T ON A NON- TANGENT CURVE CONCAVE TO THE EAST HAVING A RADIUS OF 477.68 FEET TO WHICH A RADIAL UNE BEARS SOUTH 8274'12" WEST; THENCE NORTHERLY ALONG SAID CURVE 68. FEET THROUGH A CENTRAL ANGLE OF 811'53 "; THENCE LEAVING SAID CENTERLINE NORTH 39'40'2 7 EAST, 31. 9 7 FEET; THENCE NORTH 559'59' EAST 4.51 FEET TO THE SOUTHERLY MARGIN OF S.R. 518; THENCE SOUTH 77'56'12" EAST ALONG SAID MARGIN 22. 75 FEET; THENCE SOUTH 82 '02'59" EAST ALONG SAID MARGIN 324. 59 FEET; THENCE SOUTH 56'78'54" EAST ALONG SAID MARGIN 115.43 FEET; THENCE NORTH 89'30'59" EAST ALONG SAID MARGIN 5.44 FEET; THENCE LEAVING SAID MARGIN SOU TH 0029'01" EAST 215.00 FEET; THENCE NOR TH 89'30'59" EAST, 7.50 FEET; THENCE SOUTH 0079'01" EAST, 118.18 FEET; THENCE SOUTH 1653'12" WEST, 147. FEET; THENCE SOUTH 52V2'06 WEST, 147.08 FEET; THENCE SOUTH 37'57'54' EAST, 166.00 FEET; THENCE SOUTH 2658'59" EAST, 41.94 FEET; THENCE SOUTH 37'57'54' EAST, 40.78 FEET; THENCE SOUTH 1171'06" WEST. 199.21 FEET TO THE NORTH MARGIN OF SOUTH 160TH STREET; THENCE NORTH 88'38'54" WEST ALONG SAID MARGIN 493.91 FEET TO THE TRUE POINT OF BEGINNING. EXCEPT ANY PORTION HEREOF LYING N4RTHERL Y OF THE SOUTH MARGIN OF SECONDARY STA TE HIGHWAY NO. 1/; AS DESCRIBED IN KING COUN SUPERIOR COURT CAUSE NO. 545600. ALSO EXCEPT ANY PORTION T IEREOF LYING NORTHERLY OF THE FOCI OWING DESCRIBED UNE. BEGINNING A T A PON T 285 FEET SOU THNESTERL Y WHEN MEASURED A T RICH T ANGLES. FROM THE CEN TER UNE OF SR 518, RIVERTON NEIGH TS- SR 509 TO SR 5 THENCE SOu THEAS TERL Y PARALLEL WITH SAID CEN TER LINE TO A POINT OPPOSITE I.1 GIN►A Y "S S TA TION (HEREINAFTER REFERRED TO AS A Hi S. ) 128+00; THENCE SOu TH NES TEE& Y AN A STR/UGH T LANE TO A PONT OPPO51 TE H. E S 131+40 AND A 1xS TANCE OF 245 FEET SOU MOWS TEA Y THEREFROM, THENCE COVTIMCAING SOU THEASTERL Y IN A STRAIGHT LINE TO A POINT OPPOSITE H.E.S. 132 +50 AND A DISTANCE OF 280 FEET SOt1 THNES TER[. Y THEREFROM; THENCE EASTERLY IN A S TRMQI T ulE TO A PCWI T ()pp r9 TE H. E. S 137 +38 AND A INSTANCE OF 170 FEET SOU THE RL Y ; THENCE EA S TERL. Y PARALLEL NI TH SAID CENTER LSE TO H.E.S. 140+00 AND THE E OF DNS UNE DESCRIPTION. SITUATE /11 DE COUNTY OF KING, STATE OF WA.SN1NG TON. SUBJECT TO STS, TITLE EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD OR M CH ATTACH! THERETO BY OPERATION OF LA w. F r _ C Ptfsi" t CCU'' :-r" simb -.ass • • • REVISIONS: r r !MOM. • s •`- ...w+. .. -s ^ A•r+ • nAto. T+ CATCH BASIN INSERT PER DR., SHT Cu 1 (TYP.) CA• Cr S SIN FIu 3E4_07 2 _' 355.24 Aspha 220LF OF STRAW WATTLES TULF OF STRAW WATTLES ti erfl.3a99 . BASIN M - 7.44 12_. --CAT n BASIN RIM 357.36 TOP OF 6' CLAY E 356.47 BO T M 90' BEND 355.68 . Cc.;.r.:r. -- MI MI IMO NM i MI MIS M PROVIDE CATCH BASIN INSERT PLUS WATTLE TO PROTECT EX. CB AT THIS LOCATION 8 f ' BEN�� 25S 5 CA TCH BASIN INSER T Sewer tea ; . ^ c l � �;PE7R DTL., SHT C11 r;tr 3;,' 72 sSC° • • �1 Overhang,/ SEwEP MAN! -ILE • Q' U �' PIM 358.5 6•• PVC Nw I53. d5 1E 6• PVC S 313 LE__ ■■ 40 1I, wa Flow lint of ! 1145LF OF STRAW t ye 112 Map 1 SSCC �! LIMITS OF DISTURBANCE Cc:ur^ crate ISOM r n r MID I -- MI Concrete ' - _ :• fi �►/1 Vault i\ICAfrCtA,A9INi � }1 +C.iRC Lie .. iyc` is ! TRIM 350 C4 _ _ 1 • s":'N SE 34C . 9r i , 1 QF iSTR4 W I I i i I "SA.SIN MEW? T OM OUP GO IIIIIIP GIP IMP U, 1M MP OM Me OD MI* et ION•VON er N51 `34'14 "E 89.42' CATL :;= N PIM 3 3.43 12' w 36C.98 /f • 542.25' r water'/ V as kt a -' 1 S j o 5 : ww ig E ? ' E - 5C C H . ` y _ • \ ]^G . 1 i • / F 3unCre a r w l tr '� uf' aa►7 I e SANI9 APY SEWER MANHOL E k:M 361.72 NW _ <a Der_ i LC `C IC 341.85 .:ONC iC 341.81 NE ) CurD Of �.. R:»; ;2 t :50 SAN 1 TA Y _.EAEn MANHJLE aa L CDN^ I 1� C'ONL. IE t mow PP. J`' 341.7i7".- t' • 186.89' - �` - '4t ' 3E r ': E 34 :a: _ N 70'59' 44 "E 90.86' SMN: r 4 -0 7k.�IVt•� MANhuLE PIM .l'i: ')t 4:5 i QNC IE 94 CONE. IF A'811'48" R =477.68' L= 68.34' fFo nc f t?n f' i4 : Un. iF Found ('eoar unreacAn ; t : .' N. /<N\ N N eat•.: t " ftZ . , 1 eV I ti fro j ~\ ( gel \\ / / : 'N. / / N ,1 111111.. .011111111.- 6 • 1 S77'56'12 "E 22.75' j • Asphalt \ �'rr ri {yet r ..-__ YPF. I cmP \ N \ \ _ �_ ___.- T�OF C ` � \ � r b RBANC _ �� N ` '1', \i \ \ \L .\ i N \N \ s '' N \ r' • 2.1 - 01.x' rF_ STRAW_ .WA ALES_ 7 f BASIN' 361 I ''mP IE "33g. - 371 '1;1" -- I E 9 . - 1 1'''f' ' LIMITS OF DISTURBANCE N � � I AL JP A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4 SEC. 22, T. 23 N., R. 4 E., W.M. I 4 Tr \ 0 ...N132:22.191. 324.59' \. s 0 dec'_Ouou • •c deciduous •12 aec ;Cuo .0e w _ •-- -- --- 1-' ,. L- 3 M M p . 6 . 3 2 Y _1' 135OLF OF STRAW WATTLES -- IN TALL 4OLF OF 6"ADS FROM vEmENT" SIDE OF WATTLES T6 EXICTING CB FOR PARKING T DRAINAGE. PIPE MAY BE - LAID ON SURFACE. cleclaocus 1d 3.4_ 12' cecicuor LIMITS OF \DISTURBANCE *12' eciduous 1A‘ CeCICuO ■ 0. 6A IF :i39 fE 33t 1601 OF SU_ T FENCE \ \ \A Ce \ • • - 79 0 0 / 5.44' -35 Ccnorete IE 335 93 166.00' N 8910'59"E 7.50' TOP OF ST;UCTuPE 346.6C mANNOLE 3 74 ADS Nn 243.29 fE CONC Sn 338.41 15 N26 59"W • at CATCH BASIN INSERT vie LEGEND • INTERIM SEDIMENTATION PROTECTION In Mill In INN MI NM US WI LIMITS OF DISTURBANCE 9 EXISTING CONTOURS HORIZONTAL DATUM : NAD 83/91 STRAW WATTLE NOTE: WOW AREA. 50 0 25 50 100 VERTICAL DATUM : (NAvo 88) FOUND 3" BRASS DISC ON KLICKATA ROAD IN SOUTHEAST CORNER OF OVERPASS TO INTERSTATE 5. ELEVATION : 74.40 GRAPHIC SCALE SCALE 2 r 50' CODE COMPLIANCE Aotionttcn City Of Tukwila DEWATERNG NOTE: AS SEASONAL SITE CONDITIONS DICTATE, THE CONTRACTOR SHALL PROVIDE A DEWATERING PLAN FOR THE SITE. PLAN TO BE REWEWED AND APPROVED BY PACIFIC ENGINEERING DESIGN, LLC AND THE CITY OF TUKWILA PRIOR TO IMPLEMENTATION. NO DIRECT DISCHARGE TO THE DUWAMISH RIVER IS ALL014ED CONTRACTOR TO INSTALL STRAW WATTLES (STRAW LOGS) ALONG THE DOWNSTREAM EDGE OF ALL DISTURBED AREAS OF THE SITE AS SHOWY TO PREVENT SEDIMENT FROM BEING TRANSPORTED ACROSS AREAS OF EXISTING PAIEMENT AND INTO THE EXISTING STORM DRAINAGE SYSTEM. ANCHOR WATTLES WITH WOOD STAKES OR REBAR EVERY 4 FEET ON CENTER. ALLOW STAKE / REBAR TO PROTRUDE 3-4 INCHES ABOVE' MP 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. ALTERNATE: UPON APPROVAL BY THE CITY, WATTLES MAY BE PLACED ON PAVED SURFACE 5-10 FEET OUTSIDE SA W-CUT UNE TO ALLOW BETTER ACCESS TO WORK AREA, UTIUTY CONNECTION POINTS, PAVEMENT REPLACEMENT/SEAIJNG AND CURB INSTALLATION. A SECOND DOWNSTREAM WATTLE MAY BE REQUIRED FOR PROBLEM AREAS. LOCATE SECOND WATTLE 5-FEET DOWNSTREAAI OF PRIMARY WATTLE. ALL WATTLES ON PAVED SURFACES SHALL BE ANCHORED WTH SAND BAGS EVERY 8 FEET. CHECK AFTER EACH RAINFALL EVENT AND REMOVE ANY SEDIMENT BUILDUP FOUND ON PAVED SURFACES IMMEDIATELY. WATTLES SHALL BE » PERMEATEX STRAW LOG 9' OR APPROVED EQUAL. CONTACT SCOTT NEWTON AT NORTHWST LININGS & GEOTEXTILE PRODUCTS, INC (PHONE: 25.3-872-0244, FAX: 253-872-0245) OR scottnenorthwestlinings.com <moilto:*cottnaiorthwoVliningssom.>. NOTE: I. A HAULING PERMIT IS REQUIRED PRIOR TO ANY EXPORTING OR IMPORTING OF MATERIALS DURING THE DEAIOUTION OR CONSTRUCTION PRocEss. 2. DURING CONSTRuCTIOK RETAIN ACCESS TO ALL EX. SEWER AND STORM DRAINAGE STRUCTURES. 3. KEEP ALL STREETS FREE OF DIRT, MUD AND CONSTRUCTION DEBRIS THROUGHOUT PROJECT CONSTRUCTION. CONSTRUCTION SEQUENCE I. ARRANGE AND ATTEND A PRECONSTRUCTION MEETING 111TH C1TY 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 'MSC MEASURES PER THE APPROVED TESC PLAN. 4. PROVIDE INTERIM CATCH BASIN PROTECTION FOR ALL EXISTING CA TCHBAS1NS ADJACENT TO 5. SAwCUT, REMOVE AND DISPOSE OF SaECT AREAS OF EXISTING ON-SITE PAvEMENT AS DIRECTED ON THE PLANS. 6. DEAIOUSH THEATER BULDING AND ON-SITE CURBS/ISLAND AS INDICATED. 7. GRADE SELECT PORTIONS OF THE SITE PER T H E APPROVED GRADING PLAN. MAPITAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF TUKISLA STANDARDS AND MANUFACTURERS RECOMMENDATIONS. 8. INSTALL STORM DRAINAGE srsTEM AND WATER QUALJ TY VAULT MAINTAIN INTERIM SEDIMENTATION PROTECTION FOR ALL NEW CA TcHBASNS. MONTOR AND CLEAN THROUGHOUT CONSTRUCTION PHASE. AVSTALL NEW puny SERwCES. II. INSTALL ANY REMAINING NEW talLi TES OWING. PONIM. GAS, CABLE. EX). 12_ FINAL GRADE PAWING AREAS. PAIE SITE. 15. mANTAIN TESC MF.ASuRES UNTIL. ALL RISK' OF SEDIMENTATION HAS PASSED. THOUROUGHLY CLEAN ON-SITE STORM DRAINAGE sysmirt RONNE RINAme6 TESC 03 1 09 < co co 00 00 0 ZZIX) 01-0 DOW" NWZ OZO to U 0 .• 4.4•' a) a ‘ al • rau4 • rmi ti) CI) (1) z j R(.,,EcTv:: 04051 ba pa to V 4112-°) 0 0 w CO2 RUDED COMC. % TCH EXIS TYP. ) 4 cyclone O h • II) LAW.. f` - L ' 0:4 17 1 C 3NC 'it 3.1; •,ti REMOVE EX. PA VEMENT AND REPLACE IT WITH LANDSCAPING NOTE: SEE DEMOU TION PLAN (SHEET CO3) FOR OVERALL EX. CURB AND EX. PA VEMEN T REMOVAL N8818'54 "W 186.89' EX. CATCH BASIN RIM 350.73 6" CONC N 343.28 t re_a 1 1 CURB TO BE REIfOVED STORM L AIN MANHOLE - --__�� RIM 352 52 6 DT N 3:5.62 IE 10 CONC NI( 345 36 CONC E 345 IE I- N O I I ca.; w A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4 SEC. 22, T. 23 N., R. 4 E., W.M. I 9 I r 11 W 1 I .F I t , 4- I t I 0 I Z I r I t- Asphalt m_:, wc_w dm' magrommammmo f/ i I I ''' , . • ;I j t f • / / - • / /, • / f , • \ P / / ,' / 1.1110 MIND r r C' �r1 3A�:IN RIM 3E 2 6c: 6' CLAY E 35% I IE / I C, t 1 rear y Asphalt REMOVE EX. PAVEMENT REPLACE IT WITH LAND �a 7 AND APING 25LF 12 "ST 5 =.0.0200 352.60 �STORM MANHOLE RIM 352.60 _lb ' ONC 36 CON NE INV. 1 IN =34 SO 4111110 IMMNINI911■1• - - TOP OF WALL =354.6± BOTTOM OF WALL = 354.2± 125 LF CONC. RETAINING WALL i EX. PAVEMENT KO BE REMOVED AND REPLACED IW M LANDSCAPING t r • / r N8818'54 "W TOP OF WALL= 359.38 • 1 354.0 TOP OF WALL= 357.34 B+F F01.1 OF WALL =355.6± I E SEE SECTION E —E ABOVE 356.0 A'356.5 - 356.6 - - i F SEE SECTION F— F ON SH ET C04 cB#3i (TYPE1) - R)AiF=r'353. #(MA TC . EX.) INV. & 350 `f - 1 { 4 f tor or; I C T_T.�.�-1 x , xl / I LOCATE SA WCU T UNE AS L NECESSARY TO PROVIDE #- -1649TN TRANSITION FR PROPOSE TO EXISTING GR DE r_ t Q 493.91 Iqb 1111111111 ISM TRUCK ACCESS ROUTE (-67) RADI11S PATH. SEE ARCH. PLANS FOR FULL TUCK ROUTE. CA1Ck Rim : r_ 7 c- �s ,:■P Ne4 350 65 IE GA i • • f , t �' f / , t - 1 I REGRADED ENTRY DRIVE S. 160TH sr. EX. PA VEMEN T TO_ BE REMOVED AND REPLACED »114 LANDSCAPING - .'' f .:1 — j t" — "S _. • 1 r -t \ N8Er38'54 2636.04' 3C C EMIM 0.110 RAISED SIDEWALK BOTTOM OF WALL ELEVATION 20 10 GRAPHIC SCALE SCALE r in 20' • NEW SECURITY FENCE TOP OF WALL ELEVATION SECTION E-E N.T.S. • • 20 40 ---- CODE CCMPLIPNCE \\ b000guron • NEW PAVEMENT FOOTING DESIGN BY OTHERS 'LB 0 cr (1. Li a_ <cu2 t4 L 474 iN 0.4 to ci) 4.1A 0 0 csi & a s -7' v w§ <I ( ;ROJECs,T ai to -4 o to 00 gl) • • Si RtviNuN: 1,56 OLF 1 2"ST =o. 0250 Co 4Jiro 35 7. 7 X X te ri 3 LE 1 tiatr manho ie gi) Over n a r :2 mac._ \ PROPOSED 6" STC I (DOI* SPOU T TIGHT4INE) 2 n Co z RIM 52.0 (RAI INV.=3 5 (1 N) IN V.'= 343. I . 12"CQMC. 0 'IN) `, - • • • - it:- S ■-• •••••••.1••••••■•••••••••• .•••••■•• ....••••-••••••••••• • . k ■Ft TfI MA TC CiR ADO \ • , ce, ' NEW QTA FACILITY 356.0 OTA mrry WASH) F .00 NEW A. C. PAVEMENT _155 LA* CONC. EXTRUDED CURB - 6 PVC 00141■ISPOUT ?ICH TUNE (CONNECT TO EX. CB AS SHOW) PVC TO BE ASTM 3034 SDI? 35 CONNECT TO EXISTING CB, ADJUST TO GRADE BY ADDING BARREL SECTION, INSTALL - I I I I fi SAWCU T 1.114 rt:). I OU !SIDE LI ITS • 0F' DEMOLI ON2 • u*s oF 1 - , i - CURB/SIDE WAL) DEIOLI T101 : '\'''''-•- I • 1 ; Abi.:1 it I -1 \345.6 . (MA TCH EX. N T aWillkN i atia .1 . 9 - 356. 3± •1 PRO TED :TANKPAD ,CONC FUEL \ RN SIX 'Ban 111 Va \. ; 56. AitAT H Az 4a • I 355.0± 'MATCH EX.) \ - - 1 3 \Si gr. , \ \ • \ \\t ,; \ \e 356. L S A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4 SEC. 22, T. 23 N., R. 4 E., W.M. \ I , o e 1 1! r t e PRE - WASH \ AREA POST- WASH .-- AREA 56. 0 56_0 Water vaul t J-I CONNIE DON SCE SHEET •::07. t I L I 0 I tOe( ■-■ S ec SA WCU T MATCH EXISTING CURB N ,v`N' *. I CB#1 ( TYPE I) W/FRAME AND GRATE RIM ar.352. 4 !NV. = 348. 40 EW RIM = 451 I NV. =340. 915 (12" N) ! UG EX I2 CPNC. r NW) IFROMI INSIDE OF :C8 *ID RirCH - 1 ± • 1 !. I 1 . i I A :,-,- -::: r ..-.. ,z_ ... . ::4- ......„,.....;. ._.-_-. ••,1z '.: -'... - - s. .... A ..• „,' I/EHEit T . - I . - 4 - -- 35 SA 114U T AiA Tar • EXIS ! 1 MFG ‘RADE11 PP l.\ r1 r t. x -111W '14 ':ucaLif3 ciec dk,ous N •••••.1111/1.... • •••■•••-••••••■ dec zduous NEW A . C. PA \ 0 C. 1 CI L.OuS/ • ; \ \ I. 210 L5-F CONC. EX TRUpED CURB CB3 (TYPE II, 48"0 " W/SOLID LOCKING RIM= 354. 8 • A iNV. =341.36(W' i.,SE) =347. 73(N .1> • E3AsN :1.3c 1E 347 27 P I to 77 . I .\ ••• • • P RAISE RIM TO 352,0 z' • • ' / ( • \ p. ( • \ \ \ \ , \ x' -, - \ . . ..",.. I \ X / -...‹, - ./‹.-•- s . , •• •-• ,, "t • ; . A ••1 , - „," ' i - ;-, S,.. 4//-• , ,''' r.:.N -.- ' '' ••• ; ", ..---- _.- ., •-• / / 350.61 _MA TC.H EXI EI ADJUST E 4: NG FRAME AND GRATE s FINISHED GRADE RIM= 2_3 'NW= 340. 95 _nt. i 1 2` STORM (N) FO* IN OF CB RAISE' RIM TO 352.6 s „ „ : 7.2 RIM TO 352.7 . ••• RELOCATE DOST1NG . E - 31.4 LIGHT PE - - 7 1 - - ' L 4 •:‘ 3 EX. PAVEMENT TO BE REMOVED 10 356_ 20 0 10 20 40 GRAPHIC SCALE SCALE r alt 20' VERTICAL DATUM: (NAVD 88) FOUND 3" BRASS DISC ON KUCK A TA ROAD IN SOUTHEAST CORNER OF OVERPASS TO INTERSTATE 5. ELEVA 170N : 74.40 HORIZONTAL DATUM: NAD 83/91 EARTHWORK ESTIMATE: LESS THAN 500 C. Y. FILL NOTE: SEE SHEET C08 FOR CAR WASH/FUELING BAY SECTIONS. LEGEND e PROPOSED CB (TYPE /) PROPOSED 8'xl 6 STORMFiL TER VAULT PROPOSED CONTOUR EXISTING CON TOUR BUILDING OU TLINE BUILDING TO BE REMOVED EXISTING CURB EXISTING CURB TO BE REMOVED PROPOSED TREE EXISTING TREE EXISTING CB (TYPE I) EXISTING CB (TYPE II) EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING WATER VAULT EXISTING AREA LIGHT EXISTING POWER VAULT • EXISTING SS CI ANOu T • EXISTING SS A1 353. 92F. S. SPC E. PON SHE; C • Vb. , "f i*s -••• toonsr $1ri 1 e• • • • •••.. • C - LA •1. SURFACE ‘ Ft.„--346T ..r.••■•■•■.........••••• ••••■■• -•••••••••5 5 ••••.1.. .41•1•NIM•••• •■•••//2.• 1116•1•1•1•,■ •_ •■•••■••■••••••••.• I EXPIRES: 2/18/07 0 I ROJE_'..: - \ : . 04051 :;-.‹ A " 9* • AA SS.) E 11-17-04 S- EE - RE . CMH011 CIRAID111413 AND 1DRAINACE PLAN (CITA) 0•050421D01-0011^.0111C C6A ..vim.. . -. -+►..- ..�..� -�_ . ...s -�..- - -....+ • it CONSTRUCTION NOTES 1. LAY OUT PARTITION DIMENSIONS IN FIELD WITH ARCHITECT'S REVIEW PRIOR TO COMMENCING CONSTRUCTION. ANY DISCREPANCIES BETWEEN DIMENSIONS IN FIELD AND THOSE SHOWN ON PLANS SHALL BE REPORTED TO THE ARCHITECT IN WRITING IMMEDIATELY ASKING FOR CLARIFICATION /DIRECTION PRIOR TO CONSTRUCTION. 2. ALL CLEAR DIMENSIONS ARE TO BE WITHIN 1/8" ( + / -) ALONG FULL HEIGHT AND FULL WIDTH OF WALLS. CONTRACTOR SHALL NOT ADJUST ANY DIMENSION MARKED "CLEAR "CLR" OR "HOLD" W/O WRITTEN INSTRUCTION FROM THE ARCHITECT. 3. REQUIRED DEMOLITION WORK MAY NOT BE SHOWN IN ITS ENTIRETY ON DRAWINGS. CONTRACTORS SHALL VERIFY IN THE FIELD AND BE RESPONSIBLE FOR ALL DEMOLITION WORK NECESSARY TO COMPLETE WORK CALLED FOR IN DRAWINGS. 4. THE CONTRACTOR SHALL COORDINATE DIRECTLY WITH BDA ON ALL BUILDING STANDARD CONSTRUCTION ITEMS INDICATED ON ARCHITECTURAL DRAWINGS. 5. UNFORESEEN CONDITIONS: INCLUDE IN THE BASE BID MISCELLANEOUS CUTTING AND PATCHING REQUIRED AS A RESULT OF UNFORESEEN CONDITIONS AND THE WORKING OF ABUTTING SURFACES AS REQUIRED TO MAKE NEW WORK JOIN AND MATCH EXISTING SURFACES TO REMAIN. 6. CONTRACTOR SHALL VISIT AND REVIEW THE SITE BEFORE ANY BIDS ARE SUBMITTED. 7. THE CONTRACTOR SHALL MEET WITH CENDANT AND BDA PRIOR TO CONSTRUCTION TO DETERMINE THE USE OF PUBLIC AREAS NECESSARY FOR REMOVAL OF REFUSE AND SUPPLY OF MATERIALS. 8. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS IN PROTECTING AREAS ADJACENT TO NEW CONSTRUCTION FROM NOISE, DEBRIS AND DUST THROUGHOUT THE PERFORMANCE OF THE CONTRACT. 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 MANNER FOR EVALUATION OF PROPOSED SYSTEMS AND PRODUCTS. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING AND SUPPORTS OF ALL PARTITION WALLS, DOOR AND WINDOW OPENINGS AND CEILINGS AS REQUIRED BY BUILDING CODES. 11. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, LICENSES AND OTHER GOVERNMENTAL FEES. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR ALL INSPECTIONS AND ANY CORDINATION OF BUILDING TRADES THEREOF. 12. SEE SHEET A1.1 FOR SITE NOTES, A2.1A FOR PARTITION NOTES, AND FINISH NOTES, AND A2.1 AE FOR ELECTRICAL NOTES AND A6.1A CEILING NOTES. 1. PROVIDE ALL MATERIALS AND LABOR FOR COMPLETE COMPLIANCE WITH THE LATEST REVISIONS OF ALL GOVERNING CODES AS LISTED ON SHEET A0.1, SUBJECT TO APPROVAL BY BLUNK DEMATTEI ASSOCIATES (BDA), CENDANT CAR RENTAL GROUP, INC. (CENDANT), AND THE CITY OF TUKWILA. ALL CONSTRUCTION AND INSTALLATION WORK SHOWN ON THE DRAWINGS SHALL BE CARRIED OUT IN ACCORDANCE WITH FEDERAL ADA AND ANSI. AIA DOCUMENT A --201, LATEST EDITION. SHALL ALSO APPLY TO THIS CONSTRUCTION. 2. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE ARCHITECT WITH A COMPLETE LIST OF ITEMS REQUIRING ARCHITECTURAL, MECHANICAL, ELECTRICAL OR PLUMBING REVIEW ALONG WITH THE DATES BY WHICH REVIEW MUST BE COMPLETED. 3. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR REMOVING THEIR BUILDING DEBRIS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOBSITE AS WELL AS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION BROOM CLEAN AT ALL TIMES. IF THIS REQUIREMENT IS NOT COMPLIED WITH ON A DAILY BASIS, BOA SHALL DEDUCT THE COST OF MAINTAINING A CLEAN JOBSITE DIRECTLY FROM THE CONTRACT RETAINAGE. 5. FOR ALL O.F.C.I. (OWNER FURNISHED, CONTRACTOR INSTALLED) ITEMS, SEE IAAI'S EQUIPMENT AND SPECIFICATIONS FOR REQUIREMENTS. 6. THE GENERAL CONTRACTOR SHALL COORDINATE THE REQUIREMENTS OF SUBCONTRACTORS INCLUDING BUT NOT LIMITED TO PIPING, DUCT WORK, CONDUIT AND ENCLOSED ITEMS. 7. ALL CONTRACTORS, SUBCONTRACTORS, AND EQUIPMENT INSTALLERS SHALL BE RESPONSIBLE FOR VERIFICATION OF EXISTING CONDITIONS AND SYSTEMS BEFORE STARTING WORK. THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND SPECIFICATIONS TO COORDINATE WITH EXISTING SITE CONDITIONS. ANY VARIANCE OR DISCREPANCIES THAT ARISE FROM THE ABOVE REVIEW SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY FOR RESOLUTION. ANY AND ALL DELAYS AND ADDITIONAL COSTS RESULTING FROM EITHER THE INCOMPLETE AND /OR UNTIMELY SUBMISSION OF THE ABOVE REPORT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REMEDY. 8. WHERE ON ANY OF THE DRAWINGS A PORTION OF THE WORK IS DRAWN OUT AND THE REMAINDER IS INDICATED IN OUTLINE, THE PARTS DRAWN OUT SHALL APPLY ALSO TO ALL OTHER LIKE PORTIONS OF THE WORK. 9. CONSTRUCTION DETAILS NOT FULLY SHOWN SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. THE CONTRACTOR SHALL INFORM THE ARCHITECT IN WRITING DURING THE BIDDING PERIOD OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS OR FURTHER REQUIREMENTS FOR CONFORMANCE TO GOVERNING CODE. ANY SUCH DISCREPANCY, OMISSION OR FURTHER REQUIREMENT NOT REPORTED SHALL BE NE RESPONSIBIUTY OF THE CONTRACTOR. 10. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES TO BLUNK DEMATTEI ASSOCIATES. DIMENSIONS NEED TO BE COORDINATED AND VERIFIED BY CONTRACTOR WITH FIELD CONDITIONS. IT SHALL BE PART OF THIS CONTRACT AND THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY AND ALL CODE VIOLATIONS, INCORRECT CONSTRUCTIONS, OR SAFETY PROBLEMS THAT ARE EXISTING FIELD CONDITIONS FOR IMMEDIATE RESOLUTION. 11. ALL CONTRACTORS, SUBCONTRACTORS, AND EQUIPMENT INSTALLERS SHALL BE RESPONSIBLE TO WORK NEW SYSTEMS INTO EXISTING BUILDING. 12. IN CASE OF DIFFERENCES BETWEEN SMALL AND LARGE -SCALE DRAWINGS, THE LARGE SCALE DRAWINGS SHALL GOVERN. 13. WHERE THE WORD "SIMILAR" OCCURS ON THE DRAWINGS, IT SHALL BE INTERPRETED IN ITS GENERAL SENSE AND NOT AS MEANING IDENTICAL, AND ALL DETAILS SHALL BE WORKED OUT IN RELATION TO THEIR LOCATION AND THEIR CONNECTION WITH OTHER PARTS OF THE ASSEMBLY. 14. PROVIDE BACKING/BLOCKING AS REQUIRED FOR SECURE INSTALLATION OF ALL EQUIPMENT/ CABINETRY /MILLWORK. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN. SUCH IMPROVEMENTS THAT ARE DAMAGED BY THE CONTRACTOR, SHALL BE REPLACED AT HIS EXPENSE. 16. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CENDANT AND BDA HARMLESS FROM ANY AND ALL UABIUTY, REAL OR ALLEGED, IN CONNECTION WITH NE PERFORMANCE OF WORK ON THIS PROJECT. 17. PROVIDE SIGN AGE FOR COMPUANCE WITH THE BUILDING CODE, SUBJECT TO APPROVAL BY BDA. 18. THE GENERAL CONTRACTOR SHALL SUPPLY ALL MATERIALS AND LABOR REQUIRED FOR COMPLETE COMPLIANCE WITH THE BUILDING CODE. 19. PROVIDE FIRE DAMPERS AS REQUIRED BY THE MECHANICAL CODE, SECTION 10. 20. INTERIOR FINISHES SHALL COMPLY WITH THE BUILDING CODE & N.F.P.A. FLAME SPREAD REQUIREMENTS AND UFE SAFETY CODE 21. PROVIDE AND INSTALL SMOKE DETECTORS AND SPEAKER/STROBES AS REQUIRED IN THE BUILDING CODE. 22. PROVIDE AND INSTALL FIRE EXTINGUISHERS IN THE PROPER CODE LOCATION AND TYPE OF EXTINGUISHER REQUIRED BY THE FIRE DEPARTMENT. 23. ALL DOORS AND DOOR ASSEMBUES SHALL HAVE A U.L APPROVED LABEL ALL DOOR HARDWARE SHALL COMPLY WI TH THE ADA SECTION "DOOR HARDWARE"_ PROVIDE SIGNNAGE FOR COMPU ANCE FROM THE INSIDE WI>A THOU T THE USE OF A KEY. SPED" AL KNOWEDGE OR EFFORT. 24. ALL DIMENSIONS SHALL BE AS INDICATED ON THE DRAWINGS. OR AS CLARIFIED BY BDA_ UNDER NO CIRCUMSTANCES SHALL DIMENSIONS BE ODE TERMINNED BY SCALING THE DRAWINGS_ 25. DIMENSIONS ARE TO FACE OF STUD OR F ACE OF FINISH OR CEN TERUN E Of COLUMN OR CENTERLINE JF WINDOW MULLION UNLESS OTHERWISE NOTED ALL NEW FlN19 -€S ARE TO AUGN WM TH EX STING FINISHES WITHOUT EY.DENCE t'E ADOITIONN UNLESS OTHERWISE NOTED. 26 NO WORK DEFECTIVE IN CONSTRUC IT l OR QU AJJ TY, OR DEFICIENT IN ANY REQUIREMENT T OF THE CONTRACT DOCUMENTS MU.. BE ACCEPTABLE IN CONSEQI;ENCE OF CENT DAN T'S OR BOA'S F QUIRE TO DISCOVER OR POINT OU T SAO DEFECTS OR DEFlaENCNES DURING CONS TRUC TIONi_ DEFECTIVE WORK REVEALED WITHIN THE GUARANTEE PERIOD SHALL. BE REPLACED BY WORK CONFORMING TO THE CONTRACT. NO PAYMENT. EITHER PARTIAL OR FINAL SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WC l( OR NPROPER MATERIALS. 27. CONTRACTOR SHALL PROVIDE 001x; - 1E PR'OOI,CT DATA AND RELATED PROJECT cum OJT INFORIAAT1ON APPROPRIATE FOR CENDANrS MAINTENANCE AND OPERAnom OF PRODUCTS FuRnSHED UNDER TIME CCW41RACT. GENERAL NOTES 28. WORK UNDER THIS CONTRACT SHALL BE WARRANTED BY THE CONTRACTOR AGAINST ALL DEFECTS FOR A MINIMUM OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE WORK OR DESIGNATED PORTIONS THEREOF, OR FOR ONE YEAR AFTER ACCEPTANCE BY CENDANT OR DESIGNATED EQUIPMENT, IN CASE OF ITEMS REMAINING UNCOMPLETED AFTER DATE OF SUBSTANTIAL COMPLETION, THE ONE - YEAR WARRANTY PERIOD SHALL BE FROM DATE OF WRITTEN ACCEPTANCE OF SUCH ITEMS. THE WARRANTY PERIOD SHALL BE TWO YEARS FOR ALL HVAC, MECHANICAL, ELECTRICAL AND PLUMBING ITEMS. 29. CONTRACTOR SHALL ASSIST IN THE COORDINATION OF "N.I.C." ITEMS INCLUDING FURNITURE INSTALLATION, EQUIPMENT INSTALLATION, TELEPHONE WORK, ETC. 30. PROVIDE A ONE INCH CLEARANCE BETWEEN DUCTS, PIPING AND CEILING HANGING WIRES. 31. SEAL ALL SOUND-RATED CONSTRUCTIONS AIRTIGHT AT INTERSECTING SURFACES AND PENETRATIONS. 32. ALL DRAWINGS, NOTES AND SPECIFICATIONS ARE CONSIDERED COMPLEMENTARY AND WHAT IS CALLED FOR BY ONE WILL BE AS BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY ONE SET OF DRAWINGS SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS AND SPECIFICATIONS. 33. SEE SHEET A1.1 FOR SITE NOTES, A2.1 FOR PARTITION NOTES, AND FINISH NOTES, AND A2.1E FOR ELECTRICAL NOTES AND A6.1 FOR CEIUNG NOTES. 34. BUILDING DIVISION NOTES: 1. COMPLY WITH THE INTERNATIONAL BUILDING CODE (IBC), 2003 EDITION, SECTION 101.2(2), AS ADOPTED AND AMENDED BY THE STATE. 2. COMPLY WITH THE INTERNATIONAL MECHANICAL CODE (IMC), 2003 EDITION, AS ADOPTED AND AMENDED BY THE STATE. 3. COMPLY WITH THE UNIFORM PLUMBING CODE (UPC), 2003 EDITION, AS ADOPTED AND EMENDED BY THE STATE. 4. COMPLY WITH THE WASHINGTON STATE ENERGY CODE, CHAPTER 51 -11 WAC, 2003 EDITION. 5. COMPLY WITH IBC REQUIREMENTS FOR BARRIER FREE ACCESS, CHAPTER 11 AND APPENDIX E, SECTIONS 101 THROUGH 106, AND ICC /ANSI A117.1 -1998. 6. COMPLY WITH THE 2003 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (FIFTH EDITION). 7. CONSTRUCTION DOCUMENTS SHALL INCLUDE SPECIAL INSPECTION REQUIREMENTS AS SPECIFIED IN IBC SECTION 1704. 8. CONTRACTOR TO OBTAIN APPROVALS AND PERMITS FROM OUTSIDE AGENCIES: ELECTRICAL PERMITS AND INSPECTIONS ARE OBTAINED THROUGH THE DEPARTMENT OF LABOR AND INDUSTRIES. PHONE: (206) 248 -6630. PLUMBING PERMITS AND INSPECTIONS ARE OBTAINED THROUGH PUBUC HEALTH - SEATTLE & KING COUNTY. PHONE: (206) 296 -4932. FIRE PROTECTION SYSTEM PLANS ARE REVIEWED THROUGH THE TUKWILA FIRE DEPARTMENT. PHONE: (206) 575-4404. 9. (NOT USED) 10. NEW SUSPENDED CEILING SYSTEMS SHALL BE DESIGNED PER REQUIREMENTS OF IBC SECTION 1621 AND ASCE 7 -02, SECTION 9.6.2.6. 11. DEFERRED SUBMITTALS (IBC 106.3.4.2) ARE 1) PREMANUFACTURED METAL CANOPY, 2) DESIGN -BUILD SPRINKLER SYSTEM, 3) FIRE ALARM SYSTEM. THE ABOVE ITEMS REQUIRE PRIOR APPROVAL OF BUILDING OFFICIAL. THE DETERMINATION WILL BE MADE DURING PLAN REVIEW. 12. A SEPARATE SECURITY FENCE. 13. A SEPARATE TANK. 35. FIRE DEPARTMENT NOTES: PERMIT IS REQUIRED FOR 8' -O" HIGH CHAIN LINK PERMIT IS REQUIRED FOR THE ABOVE- GROUND FUEL 2. FIRE HYDRANTS WILL BE REQUIRED. SEE CIVIL DRAWINGS. (CITY ORDINANCE NO. 2052) 3. REQUIRED FIRE HYDRANTS SHALL BE APPROVED FOR LOCATION BY THE FIRE DEPARTMENT, APPROVED FOR PURITY BY THE WATER DEPARTMENT, AND FULLY IN SERVICE PRIOR TO START OF CONSTRUCTION. BY UNE OF VEHICULAR TRAVEL, A FIRE HYDRANT MUST BE NO FURTHER THAN 150 FEET FROM A STRUCTURE; AND NO PORTION OF A STRUCTURE TO BE OVER 300 FEET FROM A ARE HYDRANT. (INTERNATIONAL FIRE CODE SECTION 508 AND CITY ORDINANCE NO. 2052) 4. AUTOMATIC FIRE SPRINKLERS, AUDIBLE, AND VISUAL DEVICES ARE REQUIRED FOR THIS PROJECT. SPRINKLER SYSTEM AND FIRE ALARM SHALL COMPLY WITH N.F.P.A. 113, #72, AND ADA REQUIREMENTS. SPRINKLER PLANS SHALL BE SUBMITTED TO WASHINGTON STATE SURVEYING AND RATING BUREAU. FACTORY MUTUAL OR INDISTRIAL RISK INSURERS FOR APPROVAL PRIOR TO BEING SUBMITTED TO TUKWILA FIRE MARSHAL FOR APPROVAL. THE FIRE ALARM PLANS ARE TO BE SUBMITTED DIRECTLY TO THE TUKWILA FIRE MARSHAL FOR APPROVAL SUBMIT THREE (3) SETS OF DRAWINGS. THIS INCLUDES ONE FOR OUR FILE, ONE FOR COMPANY FILE, AND ONE FOR THE JOB SITE. (CITY ORDNANCE NO. 2050) 5. SPECIAL INSTALLATIONS OF FIXED EXTINGUISHER SYSTEMS, ARE ALARM SYSTEMS, DUST COLLECTORS. FUEL STOR AGE. ETC.. REQUIRE SEPARATE PLANS AND PERMIT TS. PLANS TO BE SUBMITTED TO THE FIRE MARSHAL PRIOR TO START OF INSTALLATION:_ (CI TY ORDINANCE NOS. 2051 AND 2047) 6. PORTABLE FIRE EXTINGUISHERS ■11111 BE REQUIRED IN FINISHED BUILDINGS PER N.F. #10 (EMI RATING 2A. 1OBC). 7. BUM. D1IIG5 . : T'LI ZING S TOR AGE OF HiGH PILED COMBUSTIBLE E STOCK Wei REQUIRE MECHANICAL. SMOKE REMOVAL PER CHAPTER 23 OF THE 2003 I TERN TIONIA . F+RE CODE. 8 NO BUIDING MILL BE OCCUPIED. BY PEOPLE OR (MERCHANDISE. BUR TO APPROVAL, ANO INSPEC TDON BY FIRE AND Buiuspc DEPAR NENTS_ %AI A FEN 1. THE CITY OF TUKWILA HAS ADOPTED THE 2003 INTERNATIONAL RR CODE. THIS AND OTHER NATIONALLY RECOGNIZED STANDARDS WILL B USED DURING CONSTRUCTION AND OPERATION OF THIS PROJECT. (CI �' --•._ ORDINANCE NO. 2047) �1 �� �!' T 9. SPEOA . FIRE DEPARTMENT PERMITS Al E REQUIRED FOR � SUCH THIN4GS AS STORAGE GAS, CRYOGEN'S. � � UA DRY NING r 1. _ REPAY? PLACES OF ASSEWILY, STORAGE OF HAZARDOUS - _ '_ ,_ AV MATERIALS. FLAMIIIABLE OR CO M ST8E Ly0M'S OR SOLIDS. LPG. 1E>~DmiG AND Q R TTING OPERA 1'ONS, SPRAY PAINTING. ETC. (I11t.RAATIONIL. FIRE CODE SEC 705) l.► t-I O_ FIRE DEPARTMENT VEHICLE ACCESS IS REWIRED TO • TINA 150' OF (ANY POR TKA OF AN EXTERPOR 'HALL OF THE FIST STORY FIRE DEPARTMENT ACCESS ROADS IN EXCESS OF t 50' RECym( A TIRN AROtfNO. FIRE DEPARTMENT ACCESS ROADS S'HAiu. OF 1IOT LESS 1H* 20' INIDE •1H AN UNIO8STRUC1ED %WM". CLEARANCE OF 13• - 6". (On' ORDNANCE NC- 2047) � 0' BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY 1300 CA - 94010 TEL (6.50) 692 -9911 NE FAX (630) 692 --0181 MN - ear41110, 011111MEI TEOFIVISHIPIOTON 7765 REGISTERED ARCHITECT , HONYJAMES DEMATTEI STATE OF WASH'NGTON CONSTRUCTION SET 7/2q/05 NO. REVISION DATE IT Is THE RESPONSIBIUTY 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 1 NTAI - SOU. DATE .K a NO. 1 2?J04 �O�J7 A02 , 9.-Er 4 OF - ..vim.. . -. -+►..- ..�..� -�_ . ...s -�..- - -....+ • it CONSTRUCTION NOTES 1. LAY OUT PARTITION DIMENSIONS IN FIELD WITH ARCHITECT'S REVIEW PRIOR TO COMMENCING CONSTRUCTION. ANY DISCREPANCIES BETWEEN DIMENSIONS IN FIELD AND THOSE SHOWN ON PLANS SHALL BE REPORTED TO THE ARCHITECT IN WRITING IMMEDIATELY ASKING FOR CLARIFICATION /DIRECTION PRIOR TO CONSTRUCTION. 2. ALL CLEAR DIMENSIONS ARE TO BE WITHIN 1/8" ( + / -) ALONG FULL HEIGHT AND FULL WIDTH OF WALLS. CONTRACTOR SHALL NOT ADJUST ANY DIMENSION MARKED "CLEAR "CLR" OR "HOLD" W/O WRITTEN INSTRUCTION FROM THE ARCHITECT. 3. REQUIRED DEMOLITION WORK MAY NOT BE SHOWN IN ITS ENTIRETY ON DRAWINGS. CONTRACTORS SHALL VERIFY IN THE FIELD AND BE RESPONSIBLE FOR ALL DEMOLITION WORK NECESSARY TO COMPLETE WORK CALLED FOR IN DRAWINGS. 4. THE CONTRACTOR SHALL COORDINATE DIRECTLY WITH BDA ON ALL BUILDING STANDARD CONSTRUCTION ITEMS INDICATED ON ARCHITECTURAL DRAWINGS. 5. UNFORESEEN CONDITIONS: INCLUDE IN THE BASE BID MISCELLANEOUS CUTTING AND PATCHING REQUIRED AS A RESULT OF UNFORESEEN CONDITIONS AND THE WORKING OF ABUTTING SURFACES AS REQUIRED TO MAKE NEW WORK JOIN AND MATCH EXISTING SURFACES TO REMAIN. 6. CONTRACTOR SHALL VISIT AND REVIEW THE SITE BEFORE ANY BIDS ARE SUBMITTED. 7. THE CONTRACTOR SHALL MEET WITH CENDANT AND BDA PRIOR TO CONSTRUCTION TO DETERMINE THE USE OF PUBLIC AREAS NECESSARY FOR REMOVAL OF REFUSE AND SUPPLY OF MATERIALS. 8. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS IN PROTECTING AREAS ADJACENT TO NEW CONSTRUCTION FROM NOISE, DEBRIS AND DUST THROUGHOUT THE PERFORMANCE OF THE CONTRACT. 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 MANNER FOR EVALUATION OF PROPOSED SYSTEMS AND PRODUCTS. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING AND SUPPORTS OF ALL PARTITION WALLS, DOOR AND WINDOW OPENINGS AND CEILINGS AS REQUIRED BY BUILDING CODES. 11. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, LICENSES AND OTHER GOVERNMENTAL FEES. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR ALL INSPECTIONS AND ANY CORDINATION OF BUILDING TRADES THEREOF. 12. SEE SHEET A1.1 FOR SITE NOTES, A2.1A FOR PARTITION NOTES, AND FINISH NOTES, AND A2.1 AE FOR ELECTRICAL NOTES AND A6.1A CEILING NOTES. 1. PROVIDE ALL MATERIALS AND LABOR FOR COMPLETE COMPLIANCE WITH THE LATEST REVISIONS OF ALL GOVERNING CODES AS LISTED ON SHEET A0.1, SUBJECT TO APPROVAL BY BLUNK DEMATTEI ASSOCIATES (BDA), CENDANT CAR RENTAL GROUP, INC. (CENDANT), AND THE CITY OF TUKWILA. ALL CONSTRUCTION AND INSTALLATION WORK SHOWN ON THE DRAWINGS SHALL BE CARRIED OUT IN ACCORDANCE WITH FEDERAL ADA AND ANSI. AIA DOCUMENT A --201, LATEST EDITION. SHALL ALSO APPLY TO THIS CONSTRUCTION. 2. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL SUPPLY THE ARCHITECT WITH A COMPLETE LIST OF ITEMS REQUIRING ARCHITECTURAL, MECHANICAL, ELECTRICAL OR PLUMBING REVIEW ALONG WITH THE DATES BY WHICH REVIEW MUST BE COMPLETED. 3. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR REMOVING THEIR BUILDING DEBRIS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOBSITE AS WELL AS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION BROOM CLEAN AT ALL TIMES. IF THIS REQUIREMENT IS NOT COMPLIED WITH ON A DAILY BASIS, BOA SHALL DEDUCT THE COST OF MAINTAINING A CLEAN JOBSITE DIRECTLY FROM THE CONTRACT RETAINAGE. 5. FOR ALL O.F.C.I. (OWNER FURNISHED, CONTRACTOR INSTALLED) ITEMS, SEE IAAI'S EQUIPMENT AND SPECIFICATIONS FOR REQUIREMENTS. 6. THE GENERAL CONTRACTOR SHALL COORDINATE THE REQUIREMENTS OF SUBCONTRACTORS INCLUDING BUT NOT LIMITED TO PIPING, DUCT WORK, CONDUIT AND ENCLOSED ITEMS. 7. ALL CONTRACTORS, SUBCONTRACTORS, AND EQUIPMENT INSTALLERS SHALL BE RESPONSIBLE FOR VERIFICATION OF EXISTING CONDITIONS AND SYSTEMS BEFORE STARTING WORK. THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND SPECIFICATIONS TO COORDINATE WITH EXISTING SITE CONDITIONS. ANY VARIANCE OR DISCREPANCIES THAT ARISE FROM THE ABOVE REVIEW SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY FOR RESOLUTION. ANY AND ALL DELAYS AND ADDITIONAL COSTS RESULTING FROM EITHER THE INCOMPLETE AND /OR UNTIMELY SUBMISSION OF THE ABOVE REPORT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REMEDY. 8. WHERE ON ANY OF THE DRAWINGS A PORTION OF THE WORK IS DRAWN OUT AND THE REMAINDER IS INDICATED IN OUTLINE, THE PARTS DRAWN OUT SHALL APPLY ALSO TO ALL OTHER LIKE PORTIONS OF THE WORK. 9. CONSTRUCTION DETAILS NOT FULLY SHOWN SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. THE CONTRACTOR SHALL INFORM THE ARCHITECT IN WRITING DURING THE BIDDING PERIOD OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS OR FURTHER REQUIREMENTS FOR CONFORMANCE TO GOVERNING CODE. ANY SUCH DISCREPANCY, OMISSION OR FURTHER REQUIREMENT NOT REPORTED SHALL BE NE RESPONSIBIUTY OF THE CONTRACTOR. 10. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES TO BLUNK DEMATTEI ASSOCIATES. DIMENSIONS NEED TO BE COORDINATED AND VERIFIED BY CONTRACTOR WITH FIELD CONDITIONS. IT SHALL BE PART OF THIS CONTRACT AND THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO BRING TO THE ATTENTION OF THE ARCHITECT ANY AND ALL CODE VIOLATIONS, INCORRECT CONSTRUCTIONS, OR SAFETY PROBLEMS THAT ARE EXISTING FIELD CONDITIONS FOR IMMEDIATE RESOLUTION. 11. ALL CONTRACTORS, SUBCONTRACTORS, AND EQUIPMENT INSTALLERS SHALL BE RESPONSIBLE TO WORK NEW SYSTEMS INTO EXISTING BUILDING. 12. IN CASE OF DIFFERENCES BETWEEN SMALL AND LARGE -SCALE DRAWINGS, THE LARGE SCALE DRAWINGS SHALL GOVERN. 13. WHERE THE WORD "SIMILAR" OCCURS ON THE DRAWINGS, IT SHALL BE INTERPRETED IN ITS GENERAL SENSE AND NOT AS MEANING IDENTICAL, AND ALL DETAILS SHALL BE WORKED OUT IN RELATION TO THEIR LOCATION AND THEIR CONNECTION WITH OTHER PARTS OF THE ASSEMBLY. 14. PROVIDE BACKING/BLOCKING AS REQUIRED FOR SECURE INSTALLATION OF ALL EQUIPMENT/ CABINETRY /MILLWORK. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FROM DAMAGE ALL EXISTING IMPROVEMENTS THAT ARE TO REMAIN. SUCH IMPROVEMENTS THAT ARE DAMAGED BY THE CONTRACTOR, SHALL BE REPLACED AT HIS EXPENSE. 16. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CENDANT AND BDA HARMLESS FROM ANY AND ALL UABIUTY, REAL OR ALLEGED, IN CONNECTION WITH NE PERFORMANCE OF WORK ON THIS PROJECT. 17. PROVIDE SIGN AGE FOR COMPUANCE WITH THE BUILDING CODE, SUBJECT TO APPROVAL BY BDA. 18. THE GENERAL CONTRACTOR SHALL SUPPLY ALL MATERIALS AND LABOR REQUIRED FOR COMPLETE COMPLIANCE WITH THE BUILDING CODE. 19. PROVIDE FIRE DAMPERS AS REQUIRED BY THE MECHANICAL CODE, SECTION 10. 20. INTERIOR FINISHES SHALL COMPLY WITH THE BUILDING CODE & N.F.P.A. FLAME SPREAD REQUIREMENTS AND UFE SAFETY CODE 21. PROVIDE AND INSTALL SMOKE DETECTORS AND SPEAKER/STROBES AS REQUIRED IN THE BUILDING CODE. 22. PROVIDE AND INSTALL FIRE EXTINGUISHERS IN THE PROPER CODE LOCATION AND TYPE OF EXTINGUISHER REQUIRED BY THE FIRE DEPARTMENT. 23. ALL DOORS AND DOOR ASSEMBUES SHALL HAVE A U.L APPROVED LABEL ALL DOOR HARDWARE SHALL COMPLY WI TH THE ADA SECTION "DOOR HARDWARE"_ PROVIDE SIGNNAGE FOR COMPU ANCE FROM THE INSIDE WI>A THOU T THE USE OF A KEY. SPED" AL KNOWEDGE OR EFFORT. 24. ALL DIMENSIONS SHALL BE AS INDICATED ON THE DRAWINGS. OR AS CLARIFIED BY BDA_ UNDER NO CIRCUMSTANCES SHALL DIMENSIONS BE ODE TERMINNED BY SCALING THE DRAWINGS_ 25. DIMENSIONS ARE TO FACE OF STUD OR F ACE OF FINISH OR CEN TERUN E Of COLUMN OR CENTERLINE JF WINDOW MULLION UNLESS OTHERWISE NOTED ALL NEW FlN19 -€S ARE TO AUGN WM TH EX STING FINISHES WITHOUT EY.DENCE t'E ADOITIONN UNLESS OTHERWISE NOTED. 26 NO WORK DEFECTIVE IN CONSTRUC IT l OR QU AJJ TY, OR DEFICIENT IN ANY REQUIREMENT T OF THE CONTRACT DOCUMENTS MU.. BE ACCEPTABLE IN CONSEQI;ENCE OF CENT DAN T'S OR BOA'S F QUIRE TO DISCOVER OR POINT OU T SAO DEFECTS OR DEFlaENCNES DURING CONS TRUC TIONi_ DEFECTIVE WORK REVEALED WITHIN THE GUARANTEE PERIOD SHALL. BE REPLACED BY WORK CONFORMING TO THE CONTRACT. NO PAYMENT. EITHER PARTIAL OR FINAL SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WC l( OR NPROPER MATERIALS. 27. CONTRACTOR SHALL PROVIDE 001x; - 1E PR'OOI,CT DATA AND RELATED PROJECT cum OJT INFORIAAT1ON APPROPRIATE FOR CENDANrS MAINTENANCE AND OPERAnom OF PRODUCTS FuRnSHED UNDER TIME CCW41RACT. GENERAL NOTES 28. WORK UNDER THIS CONTRACT SHALL BE WARRANTED BY THE CONTRACTOR AGAINST ALL DEFECTS FOR A MINIMUM OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE WORK OR DESIGNATED PORTIONS THEREOF, OR FOR ONE YEAR AFTER ACCEPTANCE BY CENDANT OR DESIGNATED EQUIPMENT, IN CASE OF ITEMS REMAINING UNCOMPLETED AFTER DATE OF SUBSTANTIAL COMPLETION, THE ONE - YEAR WARRANTY PERIOD SHALL BE FROM DATE OF WRITTEN ACCEPTANCE OF SUCH ITEMS. THE WARRANTY PERIOD SHALL BE TWO YEARS FOR ALL HVAC, MECHANICAL, ELECTRICAL AND PLUMBING ITEMS. 29. CONTRACTOR SHALL ASSIST IN THE COORDINATION OF "N.I.C." ITEMS INCLUDING FURNITURE INSTALLATION, EQUIPMENT INSTALLATION, TELEPHONE WORK, ETC. 30. PROVIDE A ONE INCH CLEARANCE BETWEEN DUCTS, PIPING AND CEILING HANGING WIRES. 31. SEAL ALL SOUND-RATED CONSTRUCTIONS AIRTIGHT AT INTERSECTING SURFACES AND PENETRATIONS. 32. ALL DRAWINGS, NOTES AND SPECIFICATIONS ARE CONSIDERED COMPLEMENTARY AND WHAT IS CALLED FOR BY ONE WILL BE AS BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY ONE SET OF DRAWINGS SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS AND SPECIFICATIONS. 33. SEE SHEET A1.1 FOR SITE NOTES, A2.1 FOR PARTITION NOTES, AND FINISH NOTES, AND A2.1E FOR ELECTRICAL NOTES AND A6.1 FOR CEIUNG NOTES. 34. BUILDING DIVISION NOTES: 1. COMPLY WITH THE INTERNATIONAL BUILDING CODE (IBC), 2003 EDITION, SECTION 101.2(2), AS ADOPTED AND AMENDED BY THE STATE. 2. COMPLY WITH THE INTERNATIONAL MECHANICAL CODE (IMC), 2003 EDITION, AS ADOPTED AND AMENDED BY THE STATE. 3. COMPLY WITH THE UNIFORM PLUMBING CODE (UPC), 2003 EDITION, AS ADOPTED AND EMENDED BY THE STATE. 4. COMPLY WITH THE WASHINGTON STATE ENERGY CODE, CHAPTER 51 -11 WAC, 2003 EDITION. 5. COMPLY WITH IBC REQUIREMENTS FOR BARRIER FREE ACCESS, CHAPTER 11 AND APPENDIX E, SECTIONS 101 THROUGH 106, AND ICC /ANSI A117.1 -1998. 6. COMPLY WITH THE 2003 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (FIFTH EDITION). 7. CONSTRUCTION DOCUMENTS SHALL INCLUDE SPECIAL INSPECTION REQUIREMENTS AS SPECIFIED IN IBC SECTION 1704. 8. CONTRACTOR TO OBTAIN APPROVALS AND PERMITS FROM OUTSIDE AGENCIES: ELECTRICAL PERMITS AND INSPECTIONS ARE OBTAINED THROUGH THE DEPARTMENT OF LABOR AND INDUSTRIES. PHONE: (206) 248 -6630. PLUMBING PERMITS AND INSPECTIONS ARE OBTAINED THROUGH PUBUC HEALTH - SEATTLE & KING COUNTY. PHONE: (206) 296 -4932. FIRE PROTECTION SYSTEM PLANS ARE REVIEWED THROUGH THE TUKWILA FIRE DEPARTMENT. PHONE: (206) 575-4404. 9. (NOT USED) 10. NEW SUSPENDED CEILING SYSTEMS SHALL BE DESIGNED PER REQUIREMENTS OF IBC SECTION 1621 AND ASCE 7 -02, SECTION 9.6.2.6. 11. DEFERRED SUBMITTALS (IBC 106.3.4.2) ARE 1) PREMANUFACTURED METAL CANOPY, 2) DESIGN -BUILD SPRINKLER SYSTEM, 3) FIRE ALARM SYSTEM. THE ABOVE ITEMS REQUIRE PRIOR APPROVAL OF BUILDING OFFICIAL. THE DETERMINATION WILL BE MADE DURING PLAN REVIEW. 12. A SEPARATE SECURITY FENCE. 13. A SEPARATE TANK. 35. FIRE DEPARTMENT NOTES: PERMIT IS REQUIRED FOR 8' -O" HIGH CHAIN LINK PERMIT IS REQUIRED FOR THE ABOVE- GROUND FUEL 2. FIRE HYDRANTS WILL BE REQUIRED. SEE CIVIL DRAWINGS. (CITY ORDINANCE NO. 2052) 3. REQUIRED FIRE HYDRANTS SHALL BE APPROVED FOR LOCATION BY THE FIRE DEPARTMENT, APPROVED FOR PURITY BY THE WATER DEPARTMENT, AND FULLY IN SERVICE PRIOR TO START OF CONSTRUCTION. BY UNE OF VEHICULAR TRAVEL, A FIRE HYDRANT MUST BE NO FURTHER THAN 150 FEET FROM A STRUCTURE; AND NO PORTION OF A STRUCTURE TO BE OVER 300 FEET FROM A ARE HYDRANT. (INTERNATIONAL FIRE CODE SECTION 508 AND CITY ORDINANCE NO. 2052) 4. AUTOMATIC FIRE SPRINKLERS, AUDIBLE, AND VISUAL DEVICES ARE REQUIRED FOR THIS PROJECT. SPRINKLER SYSTEM AND FIRE ALARM SHALL COMPLY WITH N.F.P.A. 113, #72, AND ADA REQUIREMENTS. SPRINKLER PLANS SHALL BE SUBMITTED TO WASHINGTON STATE SURVEYING AND RATING BUREAU. FACTORY MUTUAL OR INDISTRIAL RISK INSURERS FOR APPROVAL PRIOR TO BEING SUBMITTED TO TUKWILA FIRE MARSHAL FOR APPROVAL. THE FIRE ALARM PLANS ARE TO BE SUBMITTED DIRECTLY TO THE TUKWILA FIRE MARSHAL FOR APPROVAL SUBMIT THREE (3) SETS OF DRAWINGS. THIS INCLUDES ONE FOR OUR FILE, ONE FOR COMPANY FILE, AND ONE FOR THE JOB SITE. (CITY ORDNANCE NO. 2050) 5. SPECIAL INSTALLATIONS OF FIXED EXTINGUISHER SYSTEMS, ARE ALARM SYSTEMS, DUST COLLECTORS. FUEL STOR AGE. ETC.. REQUIRE SEPARATE PLANS AND PERMIT TS. PLANS TO BE SUBMITTED TO THE FIRE MARSHAL PRIOR TO START OF INSTALLATION:_ (CI TY ORDINANCE NOS. 2051 AND 2047) 6. PORTABLE FIRE EXTINGUISHERS ■11111 BE REQUIRED IN FINISHED BUILDINGS PER N.F. #10 (EMI RATING 2A. 1OBC). 7. BUM. D1IIG5 . : T'LI ZING S TOR AGE OF HiGH PILED COMBUSTIBLE E STOCK Wei REQUIRE MECHANICAL. SMOKE REMOVAL PER CHAPTER 23 OF THE 2003 I TERN TIONIA . F+RE CODE. 8 NO BUIDING MILL BE OCCUPIED. BY PEOPLE OR (MERCHANDISE. BUR TO APPROVAL, ANO INSPEC TDON BY FIRE AND Buiuspc DEPAR NENTS_ %AI A FEN 1. THE CITY OF TUKWILA HAS ADOPTED THE 2003 INTERNATIONAL RR CODE. THIS AND OTHER NATIONALLY RECOGNIZED STANDARDS WILL B USED DURING CONSTRUCTION AND OPERATION OF THIS PROJECT. (CI �' --•._ ORDINANCE NO. 2047) �1 �� �!' T 9. SPEOA . FIRE DEPARTMENT PERMITS Al E REQUIRED FOR � SUCH THIN4GS AS STORAGE GAS, CRYOGEN'S. � � UA DRY NING r 1. _ REPAY? PLACES OF ASSEWILY, STORAGE OF HAZARDOUS - _ '_ ,_ AV MATERIALS. FLAMIIIABLE OR CO M ST8E Ly0M'S OR SOLIDS. LPG. 1E>~DmiG AND Q R TTING OPERA 1'ONS, SPRAY PAINTING. ETC. (I11t.RAATIONIL. FIRE CODE SEC 705) l.► t-I O_ FIRE DEPARTMENT VEHICLE ACCESS IS REWIRED TO • TINA 150' OF (ANY POR TKA OF AN EXTERPOR 'HALL OF THE FIST STORY FIRE DEPARTMENT ACCESS ROADS IN EXCESS OF t 50' RECym( A TIRN AROtfNO. FIRE DEPARTMENT ACCESS ROADS S'HAiu. OF 1IOT LESS 1H* 20' INIDE •1H AN UNIO8STRUC1ED %WM". CLEARANCE OF 13• - 6". (On' ORDNANCE NC- 2047) � 0' BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY 1300 CA - 94010 TEL (6.50) 692 -9911 NE FAX (630) 692 --0181 MN - LI REQUPED TOLET CALCULATIONS Qty elkilifawg 16.684 square feet x I occupant/100 rq.ft - 167 occupants .*r/ loft 167 occupants require S toilets and 3 lavatories split equally (3 toilets and 2 lavatories each between Yen and Women) Prodded r[ I.r Ilot 4 toilets, 3 urinals and 5 lavatories (1 toilet and 1 lavatory is provided or QTA within this buidng) OM= 6 toilets and 3 lavatories (1 toilet and 1 lavatory is prodded for QTA within this bulding) ads 4rrs�l�r ow118.111C 2.668 square feet x 1 occupant/100 sq.ft = 27 occupants r wog x occupants requires 2 toilets and 1 lavatory split equally (1 toilet and 1 lavatory each between Yen and Women) P11111116111 fi I - d lrrn !im%l Wm 1 tolet and 1 lavatory litim! 1 toilet and 1 lavatory agues L11111ellk1c 30.329 square feet x 1 occupant/100 salt - 304 occupants * r losses 304 occupants require 8 toilets and 5 lavatories split equally (4 toilets and 3 lavatories each between Yen and Women) Peedimi F iw - Wm 4 toilets. 4 urinds and 4 lavatories Mors 4 toilets and 3 lavatories () ASPHALT PAVING • DEMOLISHED THEATER (SEE GIYII.) (N) 6" HIGH GONG. CURES TO PROTECT PED. WALKWAY (TYP) (N) 4'-O" LONG Y*EEL STOP (TYP • EMPLOYEE 4 VISITOR Pleb) (N) LANDSGAPIN& - SEE LAND. DP* (TYP SHOWN SHADED DARK) (N) 6`-0" WIDE CONCRETE COLORED PEDESTRIAN SIDEWALK (5140Y14 HATCHED) Q (1rV 6`- 0* W,I "H RAISED CONCRETE COLORED 'PEDESTRIAN SIDEWALK • DRIVE AISLE - SLOPE ,ti PAVING TO 1�T (I.0 RA15EM 51 (SHOWN HATCHED) MODIFY CURDS, LAND5CAPINS 4 DRIVE AISLES AS REVD FOR FIRE TRUCK ACCESS AS SHOWN - SEE SHEET DAI.I 4 CIVIL (SHOY$4 DASD) SCOPE OF WORK e. cFtmo RESTAURANT SITE PLAN s 0 DOLLAR oT -A -CAR O) SuRvEY DATA - PROPERTY L TRIAD ASSOCIATES. 04/12/04 STYE saver: CP smderee, (N) &ATE - SEE FENCE PERMIT WASHINGTON STATE PATROL • (N) FENCE 4 6UARDRAILI (TYP) - SEE FENCE PERMIT � Near 35471 186114' 9 0 4) 'TRASH ENCLOSURE pIGMJWALLS 4 CHAIN LINK ■ATE5 Kt s» SLAT'S - SEE A2.04 (W TYPE LANDSCAPINS NEE wo_ cries CONES • ACCESSIBLE Rates et — SEE CIVIL MISS SKEET coo (TYom) i/BiGLE TYPE SHA4 L BE 00 1 III GalfziriEWED INTERSTATE SEmniRmum LA - SYMBOL 104 - 1 SEE LAND. DIPSS6 TRUCK C2` /'�IE SNORT Poe*. NO5'5454'E 4.51' NM'40'2T'E 31.4T L = 68.35' A = 811'48 R s 411.68' e 324x, _Mrs H - fi R 1 .0 (RL) Nb4•3054 5.44 (E) 6ILLIAM GREEK FER SURVEY () DRAINAGE CULVERT (N) TRA5H ENcLo5URE W/ CM) WALLS 4 CHAIN L!) Z SATES W/ WOOD SLATS FIRE TRUCK ACCESS ROUTE - 20'-0" M1tI. WIDE (`TYP S OV.1 Dom) 146•58'541 41.44' N13q•3054•E 130' 14375T5411 top£ LvAtte■ (E) LANDSCAPE STRIP PI/ (H) TYPE II LANDSCAPE - SEE LAD. DI1165 Mi 5'-6' HIDE LfraDSCAPE STRAP _IQ S 30 PRO ECT DATA ZONING RC (REGIONAL COMMERCIAL) BUILDING SE ADMINISTRATION OFFICE (1 FLOOR) MAINTENANCE (1 FLOOR) GUARDBOOTH (1 FLOOR) QTA CAR WASH FUELING S - (1 FLOOR) (5,916 SF CANOPY NOT INCLUDED) TOTAL BUILDINGS APNl PARCEL I 222304- 9101 -02 PARCEL 222304-9001-03 P ARCEL 2 222304 - 9015 -07 PARCEL 4 222304 - 9102 -01 SITE AREAS BUILDINGS 49,510 SF (E) LANDSCAPING 124,534 SF (N) LANDSCAPING 27.928 SF (E) PAVING 418,417 SF (INCLUDES TRASH ENCLOSURES OF 256 & 186 SF) (N) PAVING 38.134 SF TOTAL SITE 658,723 SF CANOPIES (E) CANOPIES (N) CANOPIES CANOPY TOTAL PARKING DATA SQUARE PARKING BUILDING FOOTAGE REQUIREMENTS MAINTENANCE: MAINTENANCE OFFICE 9,715 SF (1 FLOOR) CAR MAINTENANCE 20,614 SF (1 FLOOR) ADMINISTRATION 16,684 SF (1 FLOOR) GUARDBOOTH 48 SF (1 FLOOR) QTA 8,365 SF (1 FLOOR) (INCLUDING CANOPY) TOTAL PARKING STALLS BICYCLE PARKING DATA SQUARE FOMAR" 16,684 SF BUILDING ADMINISTRATION (1 FLOOR) SI4JTTLIE PARK +QIC) OFFICE CAR MAINTENANCE SECURITY 8,508 SF 7.374 SF 15,882 SF QCCUPANCY B B S - U 1 STALL / 333 SF 1 STALL / 1000 SF 1 STALL / 333 SF 1 STALL / 333 SF 1 STALL /1000 SF BICYCLE REQUIREMENTS 1 SPACE / 50 PKG STALLS MAINTENANCE 30,329 SF 1 SPACE / 50 PKG STALLS (1 FLOOR) QTA 8,365 SF 1 SPACE / 50 PKG STALLS (1 FLOOR) (INCLUDING CANOPY) 4,1 60 120 PARKING STALL SIZES: ACCESSIBLE: VAN ACCESSIBLE: REGULAR: COMPACT: !GL,AS 1f ICA11 ON 54UARE FOOJAC TYPE III 16,684 SF TYPE III TYPE V TYPE II RE‘tIEWED FOR CODE COMPLIPa. boo fE.? - Z(.15 STALLS REQUIRED 1 112 SPACES REQUIRED 1 2 1 30.329 SF 48 SF 2.449 SF 49.510 SF QUARTER : . SW 1/4 OF SW 1/4 5EGTION: 22 TOWNSHIP: 231V RAN; 4E.. W.M. STALLS PROVIDED 30 31 21 51 SPACES PROVIDED 1 2 8'x18' 11' x 18' 9' x 19' 8' x 16' C ''� JF ,• -i i BLUNK DEMATTEI ASSOCIATES ARCHITECTS AlA 1555 BAYSHORE HWY •300 CA — 940110 TEL (650) 692-9911 U FAX (650) 692-0161 MI a v 7766 REGISTERED ARCHITECT 4P mew TEO : .GTGd 165 REGISTERED 10 ARCHITECT f s. ONY JAMES DEUATTE+ STATE OF WASHNCTO,y L CLIENT REVISIONS 4/4/05 SITE LIGHT LOCATION b/26/05 CONSTRUCTION SET 1/21/05 CLIENT REVISIONS 1129/05 QI DRS MODIFICATION 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 REPORTED TO THE ARCHITECT ts qF. co w m C° < 1 21-- 5 X W � .. 1 t 1 ... L ..., E ed O I O go Z 1< J a 11.11 D 0 ip cc J iii Q -.1T Z co W Z ac 4 I' di Q 1 § (1) z i z alf,. Q ,c CI r-1 . 4 Z a � O i co DA TE W22/04 .SOB '4C 20457.05 All T 4 OF gr LI REQUPED TOLET CALCULATIONS Qty elkilifawg 16.684 square feet x I occupant/100 rq.ft - 167 occupants .*r/ loft 167 occupants require S toilets and 3 lavatories split equally (3 toilets and 2 lavatories each between Yen and Women) Prodded r[ I.r Ilot 4 toilets, 3 urinals and 5 lavatories (1 toilet and 1 lavatory is provided or QTA within this buidng) OM= 6 toilets and 3 lavatories (1 toilet and 1 lavatory is prodded for QTA within this bulding) ads 4rrs�l�r ow118.111C 2.668 square feet x 1 occupant/100 sq.ft = 27 occupants r wog x occupants requires 2 toilets and 1 lavatory split equally (1 toilet and 1 lavatory each between Yen and Women) P11111116111 fi I - d lrrn !im%l Wm 1 tolet and 1 lavatory litim! 1 toilet and 1 lavatory agues L11111ellk1c 30.329 square feet x 1 occupant/100 salt - 304 occupants * r losses 304 occupants require 8 toilets and 5 lavatories split equally (4 toilets and 3 lavatories each between Yen and Women) Peedimi F iw - Wm 4 toilets. 4 urinds and 4 lavatories Mors 4 toilets and 3 lavatories () ASPHALT PAVING • DEMOLISHED THEATER (SEE GIYII.) (N) 6" HIGH GONG. CURES TO PROTECT PED. WALKWAY (TYP) (N) 4'-O" LONG Y*EEL STOP (TYP • EMPLOYEE 4 VISITOR Pleb) (N) LANDSGAPIN& - SEE LAND. DP* (TYP SHOWN SHADED DARK) (N) 6`-0" WIDE CONCRETE COLORED PEDESTRIAN SIDEWALK (5140Y14 HATCHED) Q (1rV 6`- 0* W,I "H RAISED CONCRETE COLORED 'PEDESTRIAN SIDEWALK • DRIVE AISLE - SLOPE ,ti PAVING TO 1�T (I.0 RA15EM 51 (SHOWN HATCHED) MODIFY CURDS, LAND5CAPINS 4 DRIVE AISLES AS REVD FOR FIRE TRUCK ACCESS AS SHOWN - SEE SHEET DAI.I 4 CIVIL (SHOY$4 DASD) SCOPE OF WORK e. cFtmo RESTAURANT SITE PLAN s 0 DOLLAR oT -A -CAR O) SuRvEY DATA - PROPERTY L TRIAD ASSOCIATES. 04/12/04 STYE saver: CP smderee, (N) &ATE - SEE FENCE PERMIT WASHINGTON STATE PATROL • (N) FENCE 4 6UARDRAILI (TYP) - SEE FENCE PERMIT � Near 35471 186114' 9 0 4) 'TRASH ENCLOSURE pIGMJWALLS 4 CHAIN LINK ■ATE5 Kt s» SLAT'S - SEE A2.04 (W TYPE LANDSCAPINS NEE wo_ cries CONES • ACCESSIBLE Rates et — SEE CIVIL MISS SKEET coo (TYom) i/BiGLE TYPE SHA4 L BE 00 1 III GalfziriEWED INTERSTATE SEmniRmum LA - SYMBOL 104 - 1 SEE LAND. DIPSS6 TRUCK C2` /'�IE SNORT Poe*. NO5'5454'E 4.51' NM'40'2T'E 31.4T L = 68.35' A = 811'48 R s 411.68' e 324x, _Mrs H - fi R 1 .0 (RL) Nb4•3054 5.44 (E) 6ILLIAM GREEK FER SURVEY () DRAINAGE CULVERT (N) TRA5H ENcLo5URE W/ CM) WALLS 4 CHAIN L!) Z SATES W/ WOOD SLATS FIRE TRUCK ACCESS ROUTE - 20'-0" M1tI. WIDE (`TYP S OV.1 Dom) 146•58'541 41.44' N13q•3054•E 130' 14375T5411 top£ LvAtte■ (E) LANDSCAPE STRIP PI/ (H) TYPE II LANDSCAPE - SEE LAD. DI1165 Mi 5'-6' HIDE LfraDSCAPE STRAP _IQ S 30 PRO ECT DATA ZONING RC (REGIONAL COMMERCIAL) BUILDING SE ADMINISTRATION OFFICE (1 FLOOR) MAINTENANCE (1 FLOOR) GUARDBOOTH (1 FLOOR) QTA CAR WASH FUELING S - (1 FLOOR) (5,916 SF CANOPY NOT INCLUDED) TOTAL BUILDINGS APNl PARCEL I 222304- 9101 -02 PARCEL 222304-9001-03 P ARCEL 2 222304 - 9015 -07 PARCEL 4 222304 - 9102 -01 SITE AREAS BUILDINGS 49,510 SF (E) LANDSCAPING 124,534 SF (N) LANDSCAPING 27.928 SF (E) PAVING 418,417 SF (INCLUDES TRASH ENCLOSURES OF 256 & 186 SF) (N) PAVING 38.134 SF TOTAL SITE 658,723 SF CANOPIES (E) CANOPIES (N) CANOPIES CANOPY TOTAL PARKING DATA SQUARE PARKING BUILDING FOOTAGE REQUIREMENTS MAINTENANCE: MAINTENANCE OFFICE 9,715 SF (1 FLOOR) CAR MAINTENANCE 20,614 SF (1 FLOOR) ADMINISTRATION 16,684 SF (1 FLOOR) GUARDBOOTH 48 SF (1 FLOOR) QTA 8,365 SF (1 FLOOR) (INCLUDING CANOPY) TOTAL PARKING STALLS BICYCLE PARKING DATA SQUARE FOMAR" 16,684 SF BUILDING ADMINISTRATION (1 FLOOR) SI4JTTLIE PARK +QIC) OFFICE CAR MAINTENANCE SECURITY 8,508 SF 7.374 SF 15,882 SF QCCUPANCY B B S - U 1 STALL / 333 SF 1 STALL / 1000 SF 1 STALL / 333 SF 1 STALL / 333 SF 1 STALL /1000 SF BICYCLE REQUIREMENTS 1 SPACE / 50 PKG STALLS MAINTENANCE 30,329 SF 1 SPACE / 50 PKG STALLS (1 FLOOR) QTA 8,365 SF 1 SPACE / 50 PKG STALLS (1 FLOOR) (INCLUDING CANOPY) 4,1 60 120 PARKING STALL SIZES: ACCESSIBLE: VAN ACCESSIBLE: REGULAR: COMPACT: !GL,AS 1f ICA11 ON 54UARE FOOJAC TYPE III 16,684 SF TYPE III TYPE V TYPE II RE‘tIEWED FOR CODE COMPLIPa. boo fE.? - Z(.15 STALLS REQUIRED 1 112 SPACES REQUIRED 1 2 1 30.329 SF 48 SF 2.449 SF 49.510 SF QUARTER : . SW 1/4 OF SW 1/4 5EGTION: 22 TOWNSHIP: 231V RAN; 4E.. W.M. STALLS PROVIDED 30 31 21 51 SPACES PROVIDED 1 2 8'x18' 11' x 18' 9' x 19' 8' x 16' C ''� JF ,• -i i BLUNK DEMATTEI ASSOCIATES ARCHITECTS AlA 1555 BAYSHORE HWY •300 CA — 940110 TEL (650) 692-9911 U FAX (650) 692-0161 MI a v >l� - �oa�► 230T 410T ,I... MIL ELL, �.�. PULL MMM VS 61ECIANO 211111 Ma MAR &AM ISM 1 COMA , ' ILIA 41111 NM 346 7,A ILO FUEL TANK UNDER SEPARATE PERMIT FUEL TANG F.G.I. - SEE EL IN& D M& 4 1a -11" ,a7 ►nom ••∎•■■■••■•.i .'aine ftwa .••••■ ∎vI: ■••■■••∎` ∎•i •�a�a�a�a�a� 4 0■0•1■11P.N� �a ∎ara•■■■•araraNaIP:adi • GAR. IMASH EGUIPMENT (0.F.0.1) , E MVPS. 4'-o• "AI" (Or .0.1 ) AGTURM 6A5 ISLAND METAL CANOPY (5HOY4I DA.€D) 5EE METAL CANOPY SHOP . s r4V •�• � _ : • :4;> :• :•:•:•:•:•:•:• :•:•:•: *', • 12 PREMANUFAG WASH ENTRY CANOPY ( 4'-4' MACHINE GONTROL RAVEL a 1 - -r•ELAINE r�r���rara��ra�arara�a� 4 011111111 1 0 Mr 11•1 111111111 Ell S S 4 S S 4 I • e j I S S S S : I SICYCLE I PARKINS r - . . ice✓ _t �_ \\■ r ____ II'-4" H1614 BLACK CHAIN LINK FENCE yr/ WD SLATS (rep) III -4' 1416H GM WALL LANDSCAPE - SEE LANDSCAPE PAS REMOTE FILL / SPILL CONTAINER (O.F.G.I) ;z,/ LANDSCAPE LANDSCAPE SEE R . J 15" GONG 0 e 3 12000 GALLON TANK (SEE AST -FUEL TANK SLAB _ -- - - - -; r - SEE FUEL DRAININOS. - 1 15 / ` 2' 121 -2' - GROUND FUEL IT I FUELING Pv 9) k 2. . fr ROOF M CRA s - 1 , r 01/e09L0r11 DRAM SEE CAVIL tr'YP) I 1 4 QTA FALITV FLOOR PLAN • CANOPY . 111-5' ■ 6" DIA. (TYP ) TRASH ENCLOSURE r4/ SPLIT -FACE CMU CHAIN LINK 6ATE5 Ni/ WOOD SLATS - SEE DOOR SCHEDULE • TRENCH DRAIN e SEE CIVIL ASPVVILT PA - 4 -- • • • A LEGEND (E) - EXISTING (N) - NEW DN - DOWN DI TO F.O.S. DIM TO f.O.FIN. (E) WALL (N) CEILING HEIGHT ACOUSTICAL WALL SEE S DIM TO CENTER ALIGN -NOT 115ED TED (N) CMU WALL -- SEE STRUCTURAL 1. GENERAL CONTRACTOR 6 aaPON31O.E TO MONDE PLUMBING CONTRACTOR AND ELECTRICAL CONTRACTOR s ELL WI C& C ISIEMI$O war CIMAION ti Mlrl Pain WILY N 11) K i 3. WNW Wit WILY IVO$t MINOR (MONK NMI► &ISaI $ MIUM • ALL COw ICOSO 1D MMOS$ MU t wONi ML COIDELIIIIIIS A NO PIMA !PUMP TTh $MIL M IM[ VIZOR/ MMi M /NCO COIMMCfM S MIt! 1&M!A TD M ML1w ®. _ _ M !.w MC • &aceemm OM mar swim NO Macoras 1MlOMOE MOO M MiLO& 7. MCIMOr$s 11AT AIL car■o■ds Owls MID CM RINK SOK $IO= WM MID 1r $ 20111011 d 1$ INCLOM< l AIL ACM soLIO AM 1$ IMIPOINOMITT OF OW& M&oOIIMI&M AMOR &OLIO K PRIM 3-IIT MS MOWN DOLT w&1 A 4 am= a er Las AIIOIOR MT COI A Ir Oohsw - S CAR WASH NOTES: cooF COM.?!.1.0a ti 000 COJCII - :t: ;u ,Ntk , % .- • lb BLUNk DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *300 CA - 94010 U TEL (650) 692 -9911 FAX (650) 692 -0181 ■ REGISTERED ARCHITECT HONY JAMES DEMATTEI STATE OF WASHINGTON 7765 CONSTRUCTION SET 7/2q/OS NO. CLIENT REVISIONS REVISION IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM VAN NE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT O A *F wrlro4 .,oe Nc 20457M A22.1 %tar • or as 'T/14 /O5 DATE F Z u. cc U d Q C3 u. F , O i RD , F'. IL,' 1,.. I ROoF SLOPE i.k; R117-IC )‘; E ' Fr2 ROOF GOUNTERKASHINIS 20 &A. &SM. SEE SMA(NA PLATE 4 FOR DES•16N Atp. INSTALLATIM Mr). CRICKET (I'M) 7 1/2 2 :12° SLOPE ; ROOF DRAIN (Po) s ROOF cm:lawn sc1 (OS) (TYP Or 2,). SEE SMAGNA, PLATE 30, FOR ROS DESIGN I INSTALLATION RD ff1 I! If -1 r L , ( I N ; L -.4 . • t , 3 QTA FAC1UTY ROOF 4 PLAN 'Ma ' 8 • —ow - .•••-fto. • air +-Jr. • • F E ... "-- --- , .JIM.-■•■•••• ••••• aloe a REVIEW EDFOR CODE COMPLIANCE oonnucn FEB - 9 Z006 . city Of Tavaa ..., ,TII Forme. .....n rec.-wok • • 32 vorst.a. BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY 0300 BURLINGAME — CA — 94010 MI TEL (650) 692-9911 IIII 1/0 FAX (650) 692-0101 Mil -4 7765 REGISTERED llk_ I . t , 1440t4y JA STATE OF Wysts1-1:t:3ToN CONSTRUCTION SET 1/2q/O5 A cur REVISIONS 1/14/05 NO. , — REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE Thai WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT R RENTAl I/1TIONAL BOIL 4 98188 DATE 1.1013 P40 1 1/ 22/04 20 45705 A22.2 SHEET 7 Cr as RD , F'. IL,' 1,.. I ROoF SLOPE i.k; R117-IC )‘; E ' Fr2 ROOF GOUNTERKASHINIS 20 &A. &SM. SEE SMA(NA PLATE 4 FOR DES•16N Atp. INSTALLATIM Mr). CRICKET (I'M) 7 1/2 2 :12° SLOPE ; ROOF DRAIN (Po) s ROOF cm:lawn sc1 (OS) (TYP Or 2,). SEE SMAGNA, PLATE 30, FOR ROS DESIGN I INSTALLATION RD ff1 I! If -1 r L , ( I N ; L -.4 . • t , 3 QTA FAC1UTY ROOF 4 PLAN 'Ma ' 8 • —ow - .•••-fto. • air +-Jr. • • F E ... "-- --- , .JIM.-■•■•••• ••••• aloe a REVIEW EDFOR CODE COMPLIANCE oonnucn FEB - 9 Z006 . city Of Tavaa ..., ,TII Forme. .....n rec.-wok • • 32 vorst.a. BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY 0300 BURLINGAME — CA — 94010 MI TEL (650) 692-9911 IIII 1/0 FAX (650) 692-0101 Mil -4 MATERIALS & FiNISHES M Room Name Floor & FINISH CODE CST Walls 1 . BASE SHALL BE ROPPE, COLOR TO BE SELECTED. PAINT COLOR SHALL BE LEC I I BY OWN ' . . • ... . . . .. . . FLOOR MAT/FI BASE MAT/F1N WALLS MAT/F1N SC SEALED CONCRETE CT I CERAMIC TILE GP GYP- / EGGSHELL PT. CA CARPET W/ PAD CV COVED SHEET VINYL— 6" W/ METAL TRiM ISLANDS GYP. BD. ENAMEL P - . _ . . • II . DAB WITH WA - CT CERAMIC TILE TS RUBBER TOPSET CMU CONCRETE MASONRY WALL — PAINT METAL TRIM STRH� AT TOP OF DASE _.. _ • . : - . • ' _ -- - SV SHEET VINYL a / COVE W C8 CARPET BASE CMP CONCRETE MASONRY WALL — EPDXY PAINT . •.. . -. . • • . _. .1. CMU CMU - VT VINYL MPOSITI TILE ON -- - - WALL —TE MASONRY ALSO tNG'LtlE)E Ft1i.1 TRllrt AT ALL ED( _ 10 NVT NON — S /COPPER GROUN VI YL T1LE CEILING MAT/FIN (_ {L ASS CM CM A T i ACOUSTIC CEILING TILE CASEWORK MAT/FIN WAINSCOT MAT/FIN ; GYP_ BD. L GE I ENAMEL P PL !PLASTIC LAMINATE FRP PIA STIC C yr R RD ./ / TRIM RIM VT !VINYL FACE GYP. BD. i COUNTERTOPS MAT N e CT +CERAMIC 11L1 I EP ; EPDXY PAINT PL IPLASTIC LAMINATE DOOR & HARDWARE NOTES DOOR & WfLOW CODE MST i) SHEE . T As_, 2, NO DOOR STOP 3) 180 HINGES AND FULL ASTRAGAL C CONSTRUCTION , FRAME MATERIAL I_ MISCaLANEOUS HC . HOLLOW CORE 1141111 H OLLOW ME TAL SC - : (c ; CLOSER SC ; SCUD L'0 • CLEAR ANODIZED AL ALUMINUM ' C i. SMOKE SEAL. L) .----4, ST 1 STORFFRO 4 T C. ' CHAIN LINK 1115 1 t 1111E A T14£RSTRIPPING DOOR FACE MrA 1ERIA1 FINISHES S FB , A&J TOMA T1C FLUSH 80L i Y !METAL . PT ► PAINT , SG ! SAFE GLAZING w !WOOD FY ■ FACTORY FINISH TH ! THRESHOLD AI L 'ALUMINUM CLEAR ANODIZED St iSTAIN - FINISH SCHEDULE # Room Name Floor Base Walls Wainscot Ceiling r Counters Remarks N E S W Ht. Mat /Fin Ht. M 301 FUEL ISLANDS - -- -- - - CMU - - 14'-0" OPEN --- -- - 302 TRASH - -- CMU - CMU CMU - -- OPEN -- - - -- 303 10 FLUIDS SC -- CM CM CM CM - -- OPEN - -- -- - 304 VACU _ SC - C. CM CM C - - OPEN w - -- - - 305 307 _ CAR WA STO' AG . S _ SC _ - - CMU CMP CMU CMP CMU CMP CMU CMP - ' - ■PE _ - -- -- - - - ,.r.•- 0' N EP -- _ -- 308 F ELECT. SC - CM CM CM C - -- OPEN _ - - -- 309 EXTERIOR STORAGE SC - CM CM CM PT - - OPEN - -- _ - 310 CARWASH #1 SC - CMP CMP CM CMP -- - OPEN EP - - - DOOR SCHEDULE lumber ad hickness Construction ppa }oW ysiuu, Frame Mat. Frame Fin. Head net5°fr rcary uo inoa q w D r f epPa H Ivry uoeloaaau44 (ware Rating Remarks HxM — aziS 302 CL PR 10' -0" X 7' -0" 1 3/4 SC CL - 303 F 3'--0" X 7' -0" 1 3/4 SC M PT HM PT 10S 10 - - C - TH,WS 304 DF PR 3' -6" X 7' -0" 1 3/4 SC M PT HM PT 10S 10 - - C1 -- TH,WS 305 F 3 -0" X 7 -0" 1 3/4 SC M PT HM PT 10S 10 - SCL,TH,WS 306 F 3' - 0" X 7 - 0" 1 3/4 SC M PT HM PT 10S 10 - SCL,TH,WS 307 F 3 -0" X 7 1 3/4 SC M PT HM PT 1OS 10 - TH,WS 308 F 3'--0" X 7' -0" 1 3/4 SC M PT HM PT 10S 10 - -- - TH,WS 309 F 3' -0" X 7' -0" 1 3/4 SC M PT HM PT 10S 10 - - C - TH,WS 310 DF PR 3' -2" X 7-0" 1 3/4 SC M PT HM PT 10S 10 -- -- C1 -- TH,WS • • of • Door hardware to be supplied as part of the storefront system. Group A: Office NOT USED Lockset: D5OPD -626 Door Stop: Quality #331EXX332X% ' riser x US26 Hinges: 1 1/2 pair -- Stanley 19E18179, 4W US26 ball bearing Smoke seals: Pemko 58881 Group B: Storoge NOT USED Lockset: Schloge D66PD -626 Door Stop: Quality #331EXX332XM ' riser x US26 Hinges: 1 1/2 pair — Stanley #FB8179, 4W US26 boll bearing Smoke seals: Pemko 58881 Closer: LCN 4210 Group B1: Storage NOT USED Lockset: Schioge D66PD -626 Door Stop: Quality #331 EXX332X 4 ' riser x US26 Hinges: 3 pow — Stanley #F138179. 4 1/2' US26 ball bearing Smoke seals: Pemko S8881 Closers: LCN 4210 Group C: Exterior Metal Lockset: D50PD -626 (Marine Bode) Door Stop: Quality #331EXX332X'h ' riser x US26 Hinges: . 4 %' US26 ball bearing Closer: LCN 4210 Weatherstripping: Pemko S880 Group C1: Exterior Metal Lockset: D5OPD -626 (Marine grade) Door Stop: Quality #331EXX332X ' riser x U526 Hinge= 4 US26 ball bearing Closer= LCN 4210 Weatherstripping Pemko S88D Group 0: Interior Toilets NOT i Push & PuH plates Closer: LCN 4210 Hinges~ 4 — Stanley FB8179. 4)4 US26 ball bearing Smoke seals: Pemko 58881 Group E: Passage Latchset_ Schlep D10S -626 Door Stop: Quality #331EXX332X1/2 . riser x US26 Hinge= 3 pair— Stanley #FBB179. 41/2 US26 bail bearing Group F: Exterior Toilets Privacy Latchset: 0405 (Marine grade) Door Stop: Quality #331EXX332X ' riser x US26 Hinges` 4 — Stanley #18179, 4W US26 ball bearing Smoke seal= Pemko S88131 Closer: LCN 4210 Weatherstripping Pernico 988a Notes Contractor to submit hardware schedule to Arciitect for review / approval. DOOR & WIDOW TYPES F S 6AL.VAN ED CANN LING. / FENCE IV MOO S1.A15 LOCK FOR QiAili L.+1EC 6&11S • NOT REGISTERED ARCHITECT ONYJAMES OELIATTEr STATE OF WASHINGTON CONSTRUCTION SET 7/2a/o5 CLIENT REVISIONS 7/14/O5 REVISION 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 • A 1 EWIEwEDFO CODECOMPUANC h00 0n *tom F3 • • • 1T rr - F _ _ -, • L - `, ; t �. a • BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY 9300 BUIRUNGAME — CA —94010 T EN T. (650) 692-9911 FAX (650) 692 --0181 ON b 7 K •K FUEL_ TANK I .-- 1 s ye I . U • l • i K _ ELECT. 308_ EXTERIOR _— - STORAGE ! — 3 ti � SEE P 6N-BUIL0 PLANS \ �- aa- • _ • ' R - - - -- ''S J CARWA 3i CAR WASH ,-- MACHINE SEE NJ5 r i__.307 GARMASH Dim' 5 ® f- \ t r _7 — I, \ ` `.._ i; 1 � i STORAGE TRASH ( 302 i1: ' f 1 \ 1 -- - - \ illu,. \ - I \ • -O- r — FUEL ISLANDS 30 ?1 1• t . 1 I . f •: Y C r PROVIDE AND INSTALL 4" DIA. CONDUIT FOR GeNDAN 5 SECURITY SYSTEM TO MAINTENANCE Bi.D6. ELECTRICAL ROOM s� r bar r i 5. I r _ 46 QTA FAL1TY ELECTRICAL PLAN e :I LIGHT I STANDARD - 5EE . FAG DY4&S. (TYP) I StE BLYMYER`5 FUELING Pv$5. \ • 9 - • . \,\ ELECTRICAL NOTES 1. INSTALLATION SHALL BE N COMPUANCE WM ALL APPLICABLE LAWS NC CODES, AND ENFORCED BY NE CITY OF 1UKwLA BUILDING DEPT. N CASE OF CONFLICT BETWEEN ARCHITECTURAL PLANS AND MECHANICAL AND E1ECIIMCAL PUVIIS REGARDING LOCATION OF SWITCHES, LIGHT FIX'TIJIES AND ELECTRICAL OUTLETS. TIC ARCHITECTURAL PLANS MALL GOM Mr. CONTRACTOR SHALL NOTIFY mama IN Ulm: IMMEDIATELY F ANY DISCREPANCY OCCURS. SEE AD.t. 2. CONTRACTOR SHALL LOCATE ALL TELEPHONE AND ELECTRICAL OUTLETS, AND SHALL VERIFY THEM WI TH CENDANT IN THE FIELD BEFORE PROCEEDING WITH CONSTRUCTION. 3. ALL DIMENSIONS ARE TO THE CENTER OF NE COVERPLATES. CLUSTERS OF OUTLETS ARE TO BE DIMENSIONED TO THE CENTER OF THE CLUSTER UNLESS OTHERWISE NOTED. GANG COVERPLATES SHALL BE ONE -PIECE TYPE UNLESS OTHERWISE NOTED. COLOR SHALL BE WHITE. 4. OUTLETS SHALL BE OFFSET AND NOT MOUNTED BACK -TO -BACK. SEPARATE BACK TO BACK OUTLETS 2' - MIN. AT PARTITIONS UNLESS OTHERWISE NOTED. 5. MAINTAIN 4" HORIZONTAL CLEARANCE IN ALL DIRECTIONS FROM EDGE OF COVERPLATE FOR WALL MOUNTED OUTLETS, OR MONUMENT FOR FLOOR MOUNTED OUTLETS ADJACENT TO A WALL, COLUMN, ETC. UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL VERIFY SPECIAL CONSTRUCTION REQUIRING SPECIAL OUTLETS AND SWITCHES FOR MOUNTING ON FIRE RATED WALLS TO MAINTAIN THE RATING PER LOCAL AND STATE BUILDING CODES. 7. FURNISH AND INSTALL UNDERWRITERS LABORATORIES, INC. (UL) LABELED DEVICES THROUGHOUT. a FURNITURE %HERE SHOWN IS FOR REFERENCE ONLY; VERIFY EXACT LOCATION NTN CENDJW I'S FURNITURE MOOR. 9. REFER TO THE MECHANICAL DRAWINGS FOR THERMOSTAT LOCATIONS. VERIFY LOCATIONS IN THE FIELD WITH CENDANT AND FURNITURE PLAN PRIOR TO INSTALLATION. 11. SEE A0.1 FOR GENERAL & CONSTRUCTION NOTES. POWER /TEL - DATA & SWlTH LOCATION NOTES: 1. ALL WALL arms SHALL BE MOUNTED AT 15 nc AauW FINISHED FLOOR, mums OTHERWISE NOTED. 2. ALL MILL OUTLETS, DEVICES AND SNITCHES TO BE TE AND COMERPLATES TO BE 3. ALL ADJACENT OUTLETS SHALL BE ALIGNED ALONG DEVICE CENTERUNES, CENTERUNE TO CENTERUNE DIMENSIONS OF ANY NEW OUTLET PAIRS SHALL NOT EXCEED 6 ". OUTLETS ARE TO BE MOUNTED ON THE NEAREST STUD TO THE INDICATED DIMENSION. SHOULD JOB CONDITIONS PRECLUDE THE SPECIFIED LOCATION OR ALIGNMENT OF OUTLET, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR APPROVAL OF AN ALTERNATE LOCATION, PRIOR TO PROCEEDING OF THE WORK. GANG SWITCHES AND OUTLETS. 4. ELEC /TEL - DATA OUTLET LOCATION PLAN IS FOR THE LOCATION OF RECEPTACLES ONLY. CIRCUITING LAYOUT AND ELECTRICAL SPECIFICATIONS ARE BY ELECTRICAL ENGINEER. 5. ALL OUTLET DIMENSIONS ARE FROM THE FACE OF STUD TO CENTERUNE OF DEVICE PLATE, UNLESS OTHERWISE NOTED. 6. ALL WIRING IS TO BE CONCEALED BEHIND DRYWALL AND ALL OUTLET BOXES SHALL BE FLUSH WITH FACE OF DRYWALL 7. NO FLOOR OR WALL OUTLETS SHALL BE CONNECTED TO UGHTING CIRCUITS. 8. ANY WORK REQUIRED TO MAINTAIN EXISTING OUTLETS TO REMAIN IS WITHIN THE SCOPE OF WORK. 9. ALL SWITCHPLATES TO BE 4' -0" O.C. A.F.F. 10. GENERAL CONTRACTOR TO PROVIDE WALL BOXES AND PULL STRINGS FOR DATA AND TELEPHONE IN UNRATED, NON - INSULATED WALLS AND WALLBOXES, CONDUIT AND PULL CABLE IN RATED AND ACOUSTICAL WALLS. DATA AND TELEPHONE WIRING TO INDIVIDUAL STATIONS BY CENDANTS VENDOR. LE�PL DUPLEX WALL POWER OUTLET GFI WALL POWER OUTLET WALL POWER OUTLET - COPIER (VERIFY REQUIREMENTS) QUAD WALL POWER OUTLET r rot 3 20A 2 OUTLETS 20 AMP DEDICATED ALL WALL OUTLETS ARE NEW 0 15" AFT U.O.N. 0 .UNCTION BOX - CONFIRM ELECTR>!CAL REQUIREMENTS MTh TENANT D TELE /DA TA WALL OUTLET DEDICATED '. SCANNER (WORPI-so 'Dual) REJBINIED f--OR f'ono rcT' + - �er�r -ar BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *300 IM 'TEL (630) 692-9911 11111 MN FAX (650) 692-01B1 CONSTRUCTION SET NO. REVISION IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WUTH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT a: 4q 4:cg 1-03 ts >-zg< <ca 0,30 DA TE REGISTERED ARCHITECT 0 0 < E 0 ui Joe 'to A22.1E DATE • _. :��::J:_:: 2. , 4 SOUTH ELEVATION ('i p' 1 1 . 9 NORTH ELEVATION 0 r 1/8"13 ? -or ikViONED FOR b ooptuICTI f �3 ~ 4 t4 ` \1 BLINK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *300 CA - 95010 TEL (650) 692 -9911 T in FAX (650) 692 --0101 ••••••••• - ■••■■rr. s' REGOTERED 40 r TEoFtra 7765 REGISTERED ARCHITECT w e r. , len .. ONY JAMES DEMIATTEI STATE OF WASHINGTON CONSTRUCTION SET 12q/05 IO CLIENT REVISIONS ?/I4 /05 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WIN THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES_ ERRORS,, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT R RENTAL GROUP, 4/1TK)NAL BOULEVARD 4 98188 i • _. :��::J:_:: 2. , 4 SOUTH ELEVATION ('i p' 1 1 . 9 NORTH ELEVATION 0 r 1/8"13 ? -or ikViONED FOR b ooptuICTI f �3 ~ 4 t4 ` \1 BLINK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *300 CA - 95010 TEL (650) 692 -9911 T in FAX (650) 692 --0101 ••••••••• - ■••■■rr. s' • fit TRANSVERSE SECTION @ FUEL ISLAND !fl - L ZL tG� t.:i l.l: lk.f. LONGITUDINAL S TION WALL SECTION QTA --- -PARAPET GAP FLASHING 4 NAILER b" Gh1J - SEE STRUGT. 20 6A 6SM FLASHING W/ 1 OPRETE EXPANSION STRIP EIETNEEN BUILDING PARAPET i CANOPY FASCIA BUILT -UP ROOFING t 4" TALL FIBROUS CANT 5TRIP METAL CANOPY STRUCTURE, ROOF, SOFFIT, FASCIA - SEE MET. BL D6 MSS PRECAST CONC. ROOF PLANKS - SEE STRUGT. .�r-- GM) ALL - SEE STRUCT. CLOSE OPEN1N6 Y4' SMOOTH GROUT SEE FINISH SCH D. FOR LOCATION 4 'TYPE OF CEIUN6 MTAL DOOR - SEE SCHEE). r TRANSVERSE SECTION @ CAR WASH FINISH NOTES NOT USED 0 /Cr ‘587 NOT 'ZED mar 1115ED MOT USED NOT WED 10 NOT MEP 0 (N) PREFABRICATED METAL 0138110111 CANOPY e/ F1tJSi+ FAZE CANOPY s WEE'. COLUMNS • (N) SPLIT -FACE PAIN T CONC. MASONRY WALL NOT t5'17 NOT u5E17 (M) METAL CAP F - 'PAN NOT USED NOT 1 NOT III MX IUD (1is) METAL MAN DOOR - PAINT 1.7r WED gib • v8 t -or (N) sow COAT PLASTER FNLISH o/ (M) CONCRE TE MASONRY 11IJ1i.L ( MAO( 04 AN L FENCE w / SLA (P4) PAIN TED MBE "AL ABOVE GROUND F"uE1 T ANK (N) PREF MIRKA TED ENCLOSED ME TAL SOFP ; M'1 (N) PAINTED METAL BOLLARDS MT USED mar taw P T taw sou PACK - SEE (LEVITI CJML * MOONS ARO STOREFRONT BOORS 1 0 BE CLEAR MOWED ALLINNORINI Ml 4 SOLAR 1» T Quoin (* TO4 01151Iwc COLOR) 0 -- S 16 • • r: V T 32 lb SLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY 0300 BURLINGAME - CA - 94010 TEL (650) 692 -9911 MI FAX (650) 692 -0161 ■ 7765 REGSTERED ARCH CONSTRUCflON SET 7/2q/OS NO. CLIENT REVISIONS IT IS THE RESPONS1BIU1Y OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENOES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT U Z REVISION O cc .q g z �� a: >'zapc § < ca' oU A23.2 1/14/05 DATE DA c JOB tic 2 7.05 ..�... -- _ ,•••••••••■•r- --mow ATECIFIANSI 1011 *1, 7765 YJAMES DEMATTEI STATE OF WASHINGTON CONSTRUCTiON SET v2a/o5 NO. CLIENT REVISIONS 1/14/05 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 cc 0 0 4 % Q m W � a� cc pg Q U2 ~ � H §1<e .1 < W �3 C C.) la DATE t REGISTERED MCICT REGISTERED ARCHITECT J06 tic 20457.06 A26.1 '1111 OF as 'Its QTA FA�JTY REFLECTED CEIUNG PLAN 5 9 WI) 40 _ Ve r 1 1V REFLECTED �ILPiIG PLAN NOTES 1. REFLECTED CEILING PLAN IS FOR THE LAYOUT OF THE NEW SUSPENDED AND GYPSUM BOARD CEILINGS. LIGHT FIXTURE LOCATIONS AND TYPES AND SIMTCH LOCATION ONLY. SEE ELECTRICAL FOR FIXTURE SPECIFICATIONS, CIRCUITRY AND LIGHT SNATCHING, 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 SWATCH DEVICE SHALL BE WHITE. 6. GANGED SWITCHES SHALL RECEIVE ONE COVER PLATE. 7. GENERAL CONTRACTOR SHALL 11ENFY WOWED CLEARANCES AIM CUING FOR SPECIFIED MINES MOOR TO 0110E RING FIX' d Ml. 00Ui1C KIS MALL SE CENTERED NTH WAYS ON A FULL CEIUNG TILE UNLESS OTHERWISE INDICATED. 9. SI SPEIIDED ACOUSTICAL CEILING SHALL BE MOUNTED AT 9 --Or' UNLESS MOM( NOTED. 10. CEIUNG GRID SYSTEM SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 11. CELING SYSTEMS SHALL C01 4/1 COMPLETELY 10 2003 IOC. SEE STRUCTURAL DRAWINGS FOR INSTALLATION REQUIREMENTS. 12. ALL HANGERS AND BRACING FOR THE CEIUNG 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 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. 16. LEVELNNG OF T -9AR, TM, LIGHTS IMO GYPSUM BOARD CEILING SYSTEMS MALL BE BY UNIT LASER. 17. PROVIDE STAINLESS STEEL ESCUTCHEONS AT ALL CEIUNG OPENINGS. 16. CONTRACTOR SHALL COOIID NA1E WORK w1H ALL 1RADES NVOLIIED TO IISUNE CLEARANCES FOR FIXTURES, DUCTS, CEILINGS, ETC. NECESSARY 10 MANTAN THE QED RNISH CEEN6 WNW AI ME 11E FINISH FLOOR SLAB AS NOTED ON 1IE DRAIRIOS. CLAAFY ALL OOfFUCTS NTH THE ARCHITECT FOR Or1EC11ON. 11 CONTRACTOR SHALL WiTFY DOSING FELD CONDITIONS AND LOCATION OF ALL PLUMS, NEW MECHANICAL DUCTS, AND ANY AND ALL OVER EXISTING CONSTRUCTION. CONTRACTOR SHALL INSTALL ALL NEw FDIC, HANICAL FNiS. DUCTS. camas. ETC. SO AS NOT TO CONFLICT UM LIMNS AND ALL EASING CIINSTRUCTION. LIMITS AID 011101 FOCTUIE LOCATIONS AS SHOUT ON REFLECTED CEILING PLAN SHALL NOT BE MODIRED UNLESS OTHERVISE DIRECTED 0Y ARCHITECT. m PROMO( SPOKE DETECTORS AS REQUIRED TO MST ALL CODE REQUIREMENT& 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 TUKWALA FIRE MARSHAL CONTRACTOR TO OBTAIN SEPARATE PERMITS REQUIRED FOR SPRINKLER SYSTEM. PROVIDE A ARE SPRINKLER SYSTEM WHICH IS COMPLETE IN ALL REGARDS, INCLUDING. BUT NOT NECESSARILY LIMITED TO, PIPING, VALVES. SPRINKLER SYSTEM AND SPRINKLER HEADS. USE ARCHITECTS REFLECTED CEIUNG PLAN FOR LAYOUT GUIDELINES. CENTER HEADS IN TILES. RELOCATE ANY SPRINKLER UNE THAT INTERFERES WITH PARTITION OR UGHTING LAYOUT. 24. SEE A0.1 FOR GENERAL AND CONSTRUCTION NOTES. LEGEND ALL ITEMS ARE NEW UNLESS OTHERWISE NOTED. 2 X 2 RECESSED FLUOR. UGHT FIXTURE ( UTHONIA PARAMAX PM3, T -8 LAMPS, 9 CELLS) iii S I C) I a 4 CEIUNG -HUNG FLUORESCENT FIXTURE W/WIRE GUARD (NUMBER INDICATES LENGTH IN FEET) UTHONIA AFP W/ WIRE GUARD) )S(' RECES DOWN LIGHT - WALL WASHER (UTHONIA LP8F) \ 250W METAL HALIDE FIXTURE (C AGE ME 1'1p) (LITH IA THP - HIGH BAY 0 16 AFF) 400 EXTERIOR METAL HALIDE WALL PACK ( UTHONIA TWN I - MOUNT PER EXT ELEVATIONS) HVAC SUPPLY GRILLE - SEE MEO-i ANICAL 2 1Z1 HVAC RETURN GRILLE - SEE MECHANICAL ® HVAC EXHAUST GRILLE - SEE MECH ANIC AL EXHAUST FAN -SEE MECHANICAL WALL - MOUNTED Th(rRMOS TA T - SEE MECHANICAL SPRINKER HE - SEE DESGN - BUILD SPRNKLER D* S WALL:. - MOt,14 TED UGH T SWM TCH ECG T SrGN_ ARROW SHOWS DOW CDON - SEE EL.EC. DIGS SIOOKE DE TEC TOR - SEE aEC_ DIGS. 2 X 4 RECESSED FLUOR. LIGHT FIXTURE (UTHONIA PARAMAX PM3, T -8 LAMPS, 18 CELLS) 2 -TUBE FLUOR. STRIP LIGHT W/WIRE GUARD (NUMBER INDICATES LENGTH IN FEET) WALL - MOUNTED FLUOR. FIXT. (NUMBER INDICATES LENGTH IN FEET) ( UTHONIA UN W/ WIRE GUARD) UNDER - CABINET FLUORESCENT (NUMBER INDICATES LENGTH IN FEET) UTHONIA LC) RECESSED DOWN UGHT (UTHONIA LP8F) SWAM! CAMERA (ARR.IIr SHOWS DIAEC1ION OF CAiERA; DASHED [1E SHOWS T mom OF' CAMERAS) NOTE'S. 1_ A l TEDIS ARE NEW U.0.14. 2. SEE IMEO.IANICAL CRAVINGS KR Foir C,. .ELEC TRCAL ()RAVINGS FOR ETAS a LSS r 01RMA *LENT AND ORATIRMGS FOR SPRINKLJER RIFORMATIOK • i BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY 5300 BURUNGAME - CA - 94010 U TEL (650) 692 -9911 in FAX (650) 692 -0181 S fib 4 . t FOR Amt. IN..AND NOTES SEE ,. - Il -11 11=111-1 III-11i I li II. III II} III II! I,I III III A0,1AaNT PAVM6 SEE FLAN I2' i2' ✓�` 4' b' .1 rua. PIPING - SEE FUEL Drams METAL IN RAISED METAL FUEL PPP* TRENCH IN RAIISEED FUEL. (UAW - (SEE 1 YLL VASS) UNDISTURBED NATURAL 501E OR INGWEENIED Flll coNC SLAB ry '�- x Eo r • r EASE EDGE I/2 MIN. OPTIONAL GOLD JT COWACT D Aft GLASS 2 BASE - , 4 6 MIPt i ` rP E3AR Gaff _ T t B kotosfuNEED BoollEXED FILL • • • METAL DOOR JAWS @ CMU, 12 6A BRAGIN6 VIRE • 45' ASS OMl• 4'-O' OG. T" A)C. (rrP) PER 1444 LOC STAMARD. (TYP) • 3'm 1 -O" 61 BD. 01 'm• FURRING CHAN148.5 iV CLIPS •2•- 0• VT 226A CHANNELS • «t'-o' O.C. GYP. BD. cELNIG ASSEMBLY /VLF !CAE nor *u �''-- STRICT. ABOVE ACOUSTICAL GASKET FLEXIBLE SEAL 3 5/8" X 20 6A RUNNER SEE REFLECTED CEILING PLAN FOR ILI FIRE CAULKING • 20 EPA. RUNNERS • ALL TYPE 'X' . BD. FIRE -RATED PARTITIONS. FULL HEIGHT PARTITION WINO FLOOR FINISH - SEE scHECULe 4• Roam AT VGT_ Wry 24 O.G. (rrP) AccuSTKAL SEALANT o✓ BACKER ROD !b Meet l'OPSET SAM AT CARPETED MEAS. 7) SET ?RACK M 2 MAPS CIF SEALANT 3) SET 611.9101 !!0AI _ G1 ONE eEAD OF AGOISTIf'.AL SIBAIJMR • PET. S7eDS /1L PARTITION BASE . STUDS 1/2" FROM (E) SET STUDS LOOSE IN TYPE 'x' GYP. en. (rYPJ BASE Ff R CARPET • AREAS REVIEWED FOR CODE COMPLIANOE it 000nuan .FEB - 9 2006 City of TUKVVIJB 5/8" GYP. BD. "TYPE X" _ IED PARALLEL TO BOTH 5 ' OF STUD V4/ I" TYPE 'S' . ' SGREP45 •8 " IT O.G. t w 5' T ALL JOINTS " O.G. / 5 /% 25 &A. MET. STUDS 24" • L. (.O .N) SOUND SATT INSULATION NOTES: I. FOR HEAD 4 FLOOt? C.OND 5E 6 Q FOR GL6. v 0 PARTITION lITERIOR PARTITION PLAN INDICATION NUNN 3 0 1h BL1UNk DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY •300 IBIURUNGAME - CA -- 94010 TEL (650) 692 -9911 in MO FAX (650) 692- -0181 OM NO. CONSTRUCTION SET 7 /2a /os REVISION 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 U a 0 cc J Q I-- to z -J Q � < 54=N" iLz oU A28.1 w 0 SpIEE T 1111 oF DATE DATE Joe k 20457. 4 • (E) FF. WALKWAY jE CI X L 24" MAX GUARDRAIL CORRMOR OR MIER CIRCULATION SPACE ADDL PROTECTION NOT REVD EE7WEEN WIN& WALLS ---- -- ¶ • f I V2"0 METAL PIPE TOPRAIL (PAINT) STEEL PIPE SORTS • 3' -0" o.C. MAX (PAINT) ?LLD // 1 "0 METAL. PICKETS (PAINT) ASTEN STEEL PLATE TO (E) CONCRETE SEE SITRJJC AL ji L (E) F.F. MAINTENANCE SAY ADA SEC. 44.1 cLEAR WDTh -AccEssBLE ROUTES 12L T -P ADEQUATELY ANCHORED DOOR 1 ., Fwdyl ►iolTs fr WELD • T TO STEEL PLATE - TRIICTURAL_ STEEL PLA ' HINT) - SEE 5 i . iI!III I I I 1IjIi1iIIIii . ADA SEC 452, 4.62. 4418 11-EESHOLDS & DOOR MATS t NOTE: GUARDRAIL TO BE 42' A.F.F. AND HAVE HORIZONTAL PICKETS AT 4-I/2' O.C. VERTICALLY TO 34" A.F.F. AND 8' ABOVE 34" A.F.F. CONTRACTOR TO SUBMIT SHOP DRAWINGS. 2 I --- WING WALL DOYMI TO FLOOR (TYP) PROTRIVING OBJECTS 14446445 ON WALL Ft/ LEA 1145 Epees ABOVE 27 Fnasr+ FLOOR LEVEL IA SCALE Is- 1 -0" (4) 12' • 12" T ▪ MIN 11/4' MIN I" I I/2" MAX yrk A SEC. 4.9.4 (2) WARNING STRIPING & HANDRAL EXTENSIONS A SEC. asa (3) & 420 STAR HANDRALS saw SECTIONS GUIDE RAIL REQ T r HANDRAIL ✓ '. MIA r I yi MIN,/ MOTE I: 60' MM MfETI NO DOOR 5011,465 ONTO LAMM&. 42' PIN PLUS DOOR AWN POEN DOOR SINES C WTO LANDOW MI r (d) 12' 2" MIN 4" MAX TOP PLATFORM RAbP DIMENSIONS 12" . • MIN STRIP OF CLEARLY GONTRA5TIN6 COLOR T = TREAD WIDTH • AT NEW AND EXISTING EXTERIOR STAIRS ALL TREAP5 ARE TO HAVE WARNING STRIPES 3" MAX I I/4' MIN I I/2" 6UIDE RAIL A SEC. 4.BSa 4.&7 RAMPS vvHEB_ cis & GLIDE RALS INTIMMEDIATE LEVEL PLATFORM INTERMEMATE TIMM NOTE 2 MAX HORIZONT FLA►1F>OIUM ID6STAMlGE OF RAMP I /IRr BOOM p1.Air -OIm NO SCALE NO SCALE 6U1 ' • RAIL DETAIL WIDE DETAIL. NOTE: GUARDRAIL TO SE 42' A.F.F. ACID HAVE I' DIA . HORIZOWTM PICKETS AT 4-1/2' OL. VERTICALLY TO 34' A.F.F. AND 8' OL. ABOVE 34' AFF. CONTRACTOR TO SLAT SHOP DIRMINGS. NO SCALE • 10 ) 30" 4 1 MAX .�./ (0) CLEAR FLOOR SPACE PARALLEL APPROACH I C x IF X > 24', THEN b' ADDITIONAL MANELNERING CLEARANCE SHALL BE PROVIDED AS SHOWN MAX 3 30" 48" 24" (c) MAXIMJM SIDE REACH OVER OBSTRUCTION SIDE REACH X t Z �I 71 L x IO" MAX ELEVATION PLAN (4) HIGH FORWARD REACH LIMIT 48' MIN 48" FORWARD REACH (b) HIGH I LOW SIDE REACH LIMITS Z i NOTE: X SHALL BE S 25'. Z SHALL BE ELEVATION PLAN 2 X. Y4EN X IS < 20 ", Y SHALL (G) MAXIMUM FORWARD REACH BE 48' MAX. WHEN X IS 20" - 25 ", OVER O86TRUCTION Y SHALL BE 44" MAX. I 1 L_ — 48 (o) CLEAR FLOOR SPACE IN ALCOVES NO SCALE (b) ADDMONAL MANEUVERING CLEARANCE FOR ALCOVES I I I I L 48• (c) CLEAR R.DOR SPAGE NO SCALE ; 1[ I k 4451 >1( 4 121 IF X > 15', TF 4 12' ADDITIONAL MANEUVERIN5 CLEARANCE SHALL BE PROVIDED AS SHO *4 II'IIIUM CLEAR FLOOR SPACE FOR WFff1CHARS DOOR CONSTRUCTION NO SCALE tl= CORD LENGTH RECEIVER TO GENERATING. cn n 60' 4. COIN SLOT (ca) DOORS IN SES z (a) SINGLE DOOR 32' 1 'U • .11100 go i or 10 AGILE O c • ■ rr Ai • 1 .� • • J A - 4, . . ,•••■4 fOOFIfr ) , 1 11t. , • NO. 7765 REVISION REGISTERED ARCHITECT JAMES DEMATTE STATE OF WASHINGTON CONSTRUCTION SET '7/2q/05 IT IS THE RESPONS$BIUTY 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 DATE DATE .roe tic 11/22/iO4 20467.06 A29.1 OF a. ACCESSIBLE TELEPHONE NO SCALE (b) eoTh �� OUT VESTIBULE EXCEPT AT STAR TOWER (b) DOL LE DOOR AN ADULT SIZE MEELCHAIR AVEiA6E5 2"1' IN 111DT'N. THE 32' CLEAR OPENING ALLOWS 2 1/2' ON EACH SIDE FOR HANDS. (c) PASSA E CLEARANCE DOOR worth PILL SCE APPROACH PUSH IICIE APPROACH APPROACH Y s J oa C> Z 4, 46" MIN 20" MAX 24" MAX 1) (BLEAR FLOQR gPACE NOTE: DOORS IN A SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS. • PROVIDE THIS ADDITIONAL_ SPACE IF DOOR 15 EQUIPPED WITH BOTH A LATCH AND A CLOSER. CLEAR OPENING M)5T BE BETWEEN TILE DOOR IN ITS 90' OPEN POSITION AID THE FACE OF THE STOP. CLEAR OPENING FOR TWO LEAF DOORS MUST BE BETWEEN EITHER DOOR IN ITS 9O OPEN POSITION AND THE EDGE OF THE OTHER DOOR 0' 60. I 60' 24' L cj Etl> CLEAR SPACE BOUNDARY PULL SIDE APPROALH A 13 NOTE 60' 36 MERE THRESHOLD EXISTS. C M LY , x too NO SCALE NO SCALE lb' B =24'• EXTERIOR 46- o x = Q' F DooR ++11Ea BMW CLOSER LATCH 44' 0 Z =54'sYs4p'F DOOR We Boys GL0 LATCH 4C:1 44' 34' "!' a 46 • F POOR IIOA SEC, Lnbi A�SSLE DOOR SWRIG TOILET poor DOORS ME MOMS NO W 1;%' CHANGE IN LEVEL/THRESHOLD NO SCALE PROTRUDING OBJECTS NO SCALE MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR r+NIPIJM CORRIDOR r11vn+ r 2 60' 4" MAX I / SPAGE 2' MIN i EV1EWED imm• T-5FiNPID SPAGE FOR 180' 1UWi�� 0 WHEELHAII SPACE ALLOWANCE w a 60' MN 36" ev- coOR WDTHS � ■o acs ,085110 ALC.O4E OR T Foot OVEN IN LIM OF •0' ! _ - , ;'vw • FO F. CODE COMPLIANCE 400nntlGn FEB - 8 2006 City oflbkwIle "11 uTI nt11I r°t - e' CLEAR WIDTH TKO w 111:7TO FOR Z OVER 200' B1 UNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 CA - 94010 TEL (650) 692-9911 U FAX (650) 692 -01S1 NM • • 2 8 1 TYPICAL MASONRY INTERSECTION REINFORCING 3 6 rip •. - r► I I r.1 N 13; $1JUTRALNOTES SCALE: NONE SEE PLAN FOR SLAB THICKNESS AND REINFORCING (TYP.) '• • • • • CUT ALT. WIRES AT JOINT 0 1/8' X I 1/2' PREMOLDED CONTINUOUS MASTIC JOINT STRIP OR PREMOLDED CONSTRUCTION JOINT (MAY BE SAUCUT AT CONTRACT- OWNERS OPTION) X • 4 . i. • , \/k4,<,..._ b MIL VAPOR BARRIER AT INTERIOR SLAB PROVIDE VAPOR BARRIER OVER 4' COMPACTED GRANULAR FILL SHRINKAGE JOINT (S.J. TYPICAL STEPPED FOOTING WALL PENETRATION DETAIL COMPACTED GRANULAR FILL (4') COMPACTED SUB GRADE SEE PLAN FOR SLAB THICKNESS AND RE IPFORC ING (TYP.) SCALE: NONE SCALE: NONE •••• ..•..•!• • • • • y \/) BEND PROVIDE SHRINKAGE OR CONSTRUCTION JOINTS IN SLABS ON CsIRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR LESS. AREAS TO BE APPROX. SQUARE AND WAVE NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. PROVIDE 4' -0' LONG SMOOTH DUALS. ACROSS THE JOINT. PREVENT BOND BETWEEN BAR AND GROUT WI GREASE ON A PLASTIC SLEEVE. raria w Mad �► IAAI.�. I R&M" 014471/ TE INATE ALL REIPF. 2' FROM CONTROL JOINTS EXCEPT • RF 4 FLOORS HALF UNITS SECOND POUR MIMEO WALL EL vATION ALTERNATE INTERSECTION SCALE: 3/4' • i' -MD' TYP U.N.O. AT INTERIOR SLAB PROVIDE VAPOR BARRIER I 2' SAND LAYER OVER 4' COMPACTED GRANULAR FILL CONTROL JOINT FIRST POUR BURKE 'KEYED KOLD' JOINT. STOP RE INF. CLR OF JOINT EACH SID 0 X X • • •• • 1 •• L . !•, MIL VAPOR BARRIER CONSTRUCTION JOINT (C.J. ADDITIONAL VERT. BARS ON EACH SIDE OF ALL CONTROL JOINTS (2) 96 EACH SIDE SECT. A -A - DOWELED CONTROL JOINT CAULKNG DETAIL MASONRY CONTROL JOINTS (2) 'S VERT. 48 DIA. 2 MN. 48 DIA 2'-f' MN. -40 . ir liwAnoweii Pr /AM' i i Id a - E i 4 , /V SEE WALL SECTION FOR SIZE I SPACIN3 40 /W OF WALL RE It4FORCING ai • COMPACTED GRANULAR FILL (4') COMPACTED SUB GRADE BACKER ROD UADT14 OF HEAD JT. AD CORNE ARS SS D SIZE A AS WORIZ. WALL REINF. CORNER (2)'5 VERT. B 109 81 1. TENSION LAP SPLICE SHOW ABOVE ARE FOR CBNCRETE COVER Z BAR DIAMETER AND CENTER TO CENTER SPACING THREE BAR DIAMETER ( CATEGORY I). 2. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN I2' OF CONCRETE CAST BELOW THE BARS. 3. TENSION LAP SPLICES SHALL BE CLASS B UNLESS ONE HALF OR LESS OF THE TOTAL REINFORCEMENT IS SPLICED WITHIN TI-E REQUIRED LAP LENGTH. 4. COMPRESSION LAP SPLICES SHALL BE A MINIMUM OF 30 BAR DIAL UNLESS OTHERWISE SHOWN ON THE DRAWINGS. (2) 'g WORIZ. BARS mo %!=�l/..1.11 vf!!y!�r rs o�gl�s i iii I ?or. v .A viii /iiii; 5 S iii/ ..iii/ 4' ii HOOK • ENDS (2)'S HORIZ. BARS HOOK • ENDS OF WALL TYPICAL UN.O. 2' -b' TYP. TYP. AT END OF WALL UNA. BAR SIZE M LAP SPLICE SCHEDULE PLAN OA PLAN 6B PLAN LINTEL LAP CLASS A f'c • 3000PSI TOP OTHER BARS BARS 22 11 20 22 A 29 22 31 29 A 36 28 B 41 36 A 43 33 B 56 43 A 63 48 B SI 63 A B A 1400IG 16 LIF ERE TRIM BARS SC _ � ARE LARGER TII.4N STANDARD 12 55 93 12 81 62 • 1 ( 2) '5 ROOF 4 I FOOR LINE X RIZ. BARS WIC •ENDS (4)'5 (2) '5 JAMB BARS MN. -� FULL HE IGI4T AT DOOR TYPICAL LINTEL. MATCH BOTTOM RE 8F. IN FOOTING TYPICAL MASONRY OPENING REINFORCING CODE REQUIREMENTS: ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING COOE. 2003 EDITION, AS AMENDED BY THE CITY Of TUKWILA GENERAL: CONTRACTOR SHALL PROVIDE BRACING OR SUPPORT REQUIRED FOR TEMPORARY CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING ERECTION. BAVCKFILL BEHIND WALLS SHALL NOT BE PLACED BEFORE THE WALL IS PROPERLY SUPPORTED. REFER TO ARCHRECTURAL PLANS FOR WALL OPENINGS. ARCHITECTURAL TREATMENT. AND DIMENSIONS NOT SHOWN. CONSULT MECHANICAL PLANS FOR SIZES AND LOCATIONS OF ALL OPENINGS FOR DUCTS & PIPES ETC. NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE EXCAVATION, SHORING, AND OTHER WORK WITH ALL THE UIIUTIES AND ADJACENT PROPERTIES. CALL BEFORE DIGGING 1 -600 -- 424 -5555. DESIGN LOADS: LIVE LOADS: WIND LOAD: 85 MPH EARTHQUAKE. ROOF I • 1.0 S. • 1.36 S1 - 0.47 SITE S D SO 1 • 0.44 SOC-D NON- YIELDING YIELDING PASSIVE COEFFICIENT OF FRICTION FROST DEPTH SITE CLASS RE B 25 PSF (SNOW) BEARING WALL SYSTEM SPECIAL REINFORCED MASONRY SHEAR WALL R ••5.0 EQUIVALENT LATERAL FORCE FOUNDATIONS: FOUNDATIONS SHALL BEAR ON COMPETENT NATIVE MATERIAL OR BY OTHER MEANS AS DEFINED BY THE GEOTECHNICAL ENGINEER. ALLOWABLE SOL BEARING CAPACITY IS 3000 PSF. SEE GEOTECHNICAL. REPORT PREPARED BY GEOMATRIX CONSULTANTS DATED OCTOBER 29, 2004. FOUNDATION DESIGN PARAMETERS ARE AS FOLLOWS: 35 PCF 50 PCF 400 PCF 0.35 24 ' 0 ALL SOIL BEARING SURFACES SHALL BE SUBJECT TO APPROVAL BY THE GEOTECHNICAL ENGINEER PRIOR TO REBAR & CONCRETE PLACEMENT. CONCRETE: CONCRETE SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE STANDARD 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". CEMENT AND CONCRETE SHALL CONFORM TO ASTM C33. C94, & C150. ADMIXTURES SHALL BE APPROVED BY THE BUILDING OFFICIAL, ASTM C494. AN MR ENTRAINING ADMIXTURE SHALL BE ADDED TO ALL CONCRETE EXPOSED TO FREEZE/THAW ACTION TO PROVIDE 5% PLUS OR MINUS >X ENTRAINED MR, ASTM C260. THE USE OF WATER- SOLUBLE CHLORIDE ION SHALL NOT BE USED UNLESS APPROVED BY THE ENGINEER. f'c w/c RATIO AT - 28 DAYS AIR I MR 2500 0.67 0.54 5 1/2 3000 0.58 0.46 5 1/2 I SACK SPECIAL WISP. PER CY REQUIRED OF CONC. USE NO SUBS ON GRADE YES WALL, FIGS. & COLUMNS AS AN ALTERNATNE TO THE ABOVE. THE CONTRACTOR MAY SUBMIT A CONCRETE MIX DESIGN FOR APPROVAL T* WEEKS PRIOR TO PLACING ANY CONCRETE. THE ALTERNATE MIX DESIGN WILL BE REVIEWED FOR CONFORMANCE TO IBC 1905. CHAMFER ALL EXPOSED CORNERS PER ARCHITECT OR 3/4' F NOT SPECIFIED BY ARCHITECT. REINFORCING STEEL: AST14 A -615 DEFORMED BARS GRADE 60 (ly is 60 KSI). WELDABLE AND BENDABLE REBAR ASTU A -706, GRADE 60 AND ASTM 1 -185 (Fy=75 KSI) FOR SMOOTH WELDED WIRE FABRIC. PROVIDE LAP SPLICES PER SCHEDULE. MINIMUM CONCRETE COVER SHALL BE: CONCRETE CAST AGAINST EARTH FORMED SURFACE EXPOSED TO (16 & LARGER) EARTH OR WEATHER (15 & SMALLER) CONCRETE NOT EXPOSED TO WEATHER OR EARTH: SLABS, WALLS BEAMS. COLUMNS: PRIMARY REINFORCING TIES, STIRRUPS. SPIRALS REINFORCEMENT SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS PLACED. WELDING OF REINFORCING STEEL IS NOT PERMITTED. EXCEPT AS SHOWN ON THE DRAWINGS. WITHOUT PRIOR APPROVAL FROM THE ENGINEER. WELDING SMALL BE DONE BY WABO & AWS CERTIFIED WELDERS IN ACCORDANCE WITH AMTS 01.4 USING E90XX ELECTRODES. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT EXCEPT AS SHOWN ON DESIGN DRAWINGS. CONCRETE MASONRY: ALL CONCRETE MASONRY ASSEMBLIES SI•NLL A MINIMUM COMPRESSNE STRENGTH OF f m =1 S00 P. DESIGN STRESS ARE IN ACCORDANCE WITH IBC 2107.2 "W TH SPECIAL INSPECTION'. VERIFICATION OF COMPRESSIVE STRENGTH SHALL BE PER BC 2105.2.2.1 'UNIT STRENGTH METHOD'. CONCRETE BLOCK WALLS SIW.L BE REINFORCED AS SHOWN ON THE PLANS AND DETAILS. GROUT SHALL CONSIST OF A MIXTURE CEMENTTIIOUS MATERMI.S AND AGGREGATE TO WFIQI SUFFICIENT MIXTURE OF WATER HAS BEEN ADDED TO CAUSE THE MIXTURE TO FLOW WITHOUT SEGREGATION OF THE CONSTITUENTS. GROUT SHALL BE PLACED N MAXIMUM LIFTS OF 4'-0'. ALL CELLS SHALL BE GROUTED. CONCRETE MASONRY UNITS 1900 PSI ASTM C -90 GRADE N-1 DENSITY NOT LESS THAN 110 PCF MORTAR 1800 PSI ASTM C -270 TYPE S GROUT 2500 PSI ASTM C-476 VERIFICATION TEST OF THE MAT STRENGTH SHALL BE DONE PRIOR TO CONSTRUCTION s DURING COMIRUCTICAN FOR EACH 5000 =WARE FEET OF COMPLETED MALL MASONRY WMi REINFORCEMENT CMU MALL SHALL BE AS INDICATED BELOW U.N.O. BOND BEAMS WITH Tm0 15 HORIZONTAL BARS SHALL BE PROVIDED AT THE ROOF LINE, AT THE TOP OF TAE, ABOVE AND AT THE EDGES OF ALL OPENINGS, AT (.101 CORNER AND AT THE ENDS OF ALL WALLS. LAMB ALL ELMS 48 WAVERS. 16 INCHES U.14L0. WALL HORIZONTAL BARS 8" (2)14 • 24 1 • 16 CENTER FULLY GROUTED MALL STRUCTURAL STEEL MATERIALS SHALL BE 04 ACCORDANCE WITH TIC FOLLDN1NG: STRUCTURAL STEEL CONNNECTNOH MATERIAL STRuCTURAL TUBES STRUCTURAL PIPE STRUCTURAL. BOLTS WADOD c*»•€CTION BOLTS *WNW BOLTS MUM ES UNIT STRENGTH SPECFCATION VERTICAL. LOCATION BARS 3 ' 2' I 1/2" 3/4' 2' 1 1/2' ASTM A 36. Fy =36 KSI, ASTM M22 ASTM A 36. Fy = 36 KS ASTM A 500, GRADE B. FY 46 K9 ASTM/ A 501. Fy - 36 ICS ASTM A 32S -9C ASTM A -307 ASTM A-307 OR A-36 AEI 1 11 12 ALL FASTENERS me coNTA cT W/IH T EA1E0 W000 OWL BOLTS. IM1EEr RS► EL) SKILL BE COMMON FIESISIANN PDNUOVOIED OR SUNLESS SiEEL). 51 DESK04. FIIB9CAJION AND ERECTION SIMLL BEM ACCORDANCE WIUH THE 911H EDITION OF THE - RISC SPECIFICATION FOR DES, FterM;A110N AND ERECTION OF STRUCTURAL STEEL FOR SuaDRIW ALL WIELDING SMALL CONNFOIMm To THE was DI-1 MUM CODE'. ALL MUM SHALL BE PERFORMED BY 1816MMIKTION ASSOCIATION OF B RIM OFTIQAM.S (R O) AND AILS IMED S. ALL CONFUTED DS (CP) 9 MLL DE ;LTiM immix 601IC TD, ALL FILET IElaS SHALL OE MEWALLY ReameMalL N 4001510 111 TO WOWED INSPECTIONS Alec► SUILOIIC OEPORTNIM OTVION.S. SPECINL INSPECTION SY AM APPROVED AGENCY SAIL B PERFORMED FM 1. FOUNDATION peErNamok 9X SEMN9 91liFACES. 2. RESIFINICENIENN AID CONCRETE PLACDOB_ 3. OM UNIT AND REINFONCENENIT PLIKDIEN1 AD ATE 0201011. Morn( ME 0A1EJt 'T. 010111831 AO C NINSIC A S M1' IRL N ISPECOON X15 AO 1E31 S1OPS 910P 0111AMILS FOR TIE WLLORINK SENS 111111/ E W110 FOR WE1 A• APPSOWL MIR TD InIPICANINt II. COMMIE IMMR OEMS CONCRETE wo 01111 IIEVIRSICINIC sum 3. CA11 WM MOM . _ 1 AO 010■11 MI MOMS IF 1E 91113P 01101101 CS WPM FAON 1E CST IPP110U311 SIMNIONCL NEW 01.901 PICT SAO TFE SA MA 111111111101E Or A soiNciusix MOW SOU AOI>C ens TIME IMP MUM w 109110111L P* 14 Asmcasm 01330: SHOP DRAWING SUBMITTAL PROCESS SHOP DRAM NGS ARE TO BE SUBI4I TIED TO THE ARCHITECT AND ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION. I F SHOP DRAWINGS DIFFER FROM THE APPROVED DESIGN DRAWINGS, NEW DESIGN DRAW! NGS BEARING THE SEAL AND SIGNATURE OF A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER SHALL BE SUBMITTED ALONG WI TH THE SHOP DRAWINGS TO THE APPROPRIATE JUR I ST I CT I ON FOR APPROVAL PRIOR TO FABRICATION. SHOP DRAWI NGS ARE REQUI RED FOR: REINFORCING STEEL PRE - STRESSED CONCRETE PLANKS STRUCTURAL STEEL MANUFACTUER WOOD BEAMS 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 9.6.1.7. THESE SUBMITTALS SHALL BEAR THE STAMO AND SIGNATURE OF A LICENSED WASHINGTON STATE STRUCTURAL ENGINEER, AND SHALL BE SUBMITTED TO THE ENGINEER AND THE ARCHI IN ORDER TO CONFIRM THAT THESE SYSTEMS ARE I N ACCORDANCE WI TH THE DESIGN INTENT: CONSTRUCTION DOCUMENTS (DEFERRED SUBMITTALS PER IBC 106.3.4.2) SHALL BE NOTED BY THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE INDICATING THAT THE DEFERRED SUBMI TTAL DOCUM ANTS HAVE BEEN REVIEWED AND BEEN FOUND TO BE I N GENERAL COIN ORMANCE WI TH THE DESIGN OF THE BUI LDI NG . SUSPENDED CEILING SYSTEM, INCLUDING ANCHORAGE GLASS IN GLAZED STOREFRONTS AND INTERIOR GLAZED PARTIONS I NCLUDING ANCHORAGE HVAC DUCTWORK CONTAINING HAZARDOUS MATERI ALS, I NCLUDING ANCHORAGE PIPING SYSTEMS AND IECHAN I CAL UNITS CONTAINING HAZARDOUS MATERIALS INCLUDING ANCHORAGE ANCHORAGE OF ELECTRICAL EQUIPMENT FOR EMERGENCY OR STANDBY POWER SYSTEMS PROJECT SPECIFIC REQUI RELENTS FOR MECHANI CAL AND ELECTRI CAL COMPONENTS AND THEIR ANCHORACGE AS REQUIRED BY THE LOCAL JURISDICTION FUEL TANK FOUNDATI ON AND ANCHORAGE FUEL ISLANDS. CANOPY STRUCTURE AND FOUNDATIONS ._ _ Hi L 1 FEB \ REW.EANED CODE CeMPLIACE. -gZn6 • • • • .. i c7 Z cc w W Z C7 Z LU J J a. Nrige ? • • 1' 1 ,,.t 1J ' 1 mot, A - ' 0 C6 0 L. u z O U, o (2) 0 5 SCALE: 3/4' • 1' -0' UN.O. SCALE: NO SCALE (1) *4 I , -S , • BOTTOM OF MD. WALL 151-1 LL 1.5W B/FTG LS 2 0 PIPNG OR UTILITY EXCAVATION NOT ALLOWED BELOW THIS LIFE SEE PLAN FOR STEP LOCATION t • • • I' u a e -I 0 Q W a 0 L LI OC Z W tn . 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REF: BDA 20457.05 - QTA BUILDING. r Wr •- QTA Building Foundation Plan Cendant Car Rental Group 15820 Tukwila International Boulevard Tukwila, Washington 98188 7 ••■•••••••.....• 4•4 • 3 ••■••••■•■ (0 a 1 ?4.9 CD C_) Cs) 3 (9) rn , emtil :rn rn PLAN REVIEW C.OMMENTS GONER REVI6ION6 REviEW COMMENT8 PERMIT 6UISMITTAL NO. REVISION DATE 1/9/04, (NC: ARS ICAD: JTM IPLOT: 5 A 2 /010 IFILE: 041460TA52 JOB #: 04146 1.••••■. ( 4) (2) 9.) - - zrn " • 69_ ••■ Sin Oc ■•■ ENGINEERING CT • • • • • • • . • • •• PLLC Structural Engineers 180 Nickerson Street Suite 302 Seattle, WA 98109 206.285.4512 (V) 206.285.0618 (F) a I <F2 I • I t- FTG. MARK r FOOTING SCHEDULE a • ____ •-• a • . 9 DEPTH 3' -m" 2'-6' S 2' -0' . WIDTH ......_ -, • LENGTH (4) 9 OOTT. CONT. (3) 5 DO'TT. GOVT. I (3) S eon. CONT. I • , REINFORCING e • • . I ...JR 4, ....twur , fletv-irv• . 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REF: BDA 20457.05 - QTA BUILDING. r Wr •- QTA Building Foundation Plan Cendant Car Rental Group 15820 Tukwila International Boulevard Tukwila, Washington 98188 7 ••■•••••••.....• 4•4 • 3 ••■••••■•■ (0 a 1 ?4.9 CD C_) Cs) 3 (9) rn , emtil :rn rn PLAN REVIEW C.OMMENTS GONER REVI6ION6 REviEW COMMENT8 PERMIT 6UISMITTAL NO. REVISION DATE 1/9/04, (NC: ARS ICAD: JTM IPLOT: 5 A 2 /010 IFILE: 041460TA52 JOB #: 04146 1.••••■. ( 4) (2) 9.) - - zrn " • 69_ ••■ Sin Oc ■•■ ENGINEERING CT • • • • • • • . • • •• PLLC Structural Engineers 180 Nickerson Street Suite 302 Seattle, WA 98109 206.285.4512 (V) 206.285.0618 (F) NO. REVISION DATE OWNER REVISIONS 11/11105 REVIEW COMMENTS b/12/05 I•EIRMtT eUDMITTAL 1112304 ENG: ARS CAD: JTM PLOT: S/12MS FILE: 04146QTAS t • • -t r � ♦ t : � :�� � tf ;I`, 1 40,E A',•. ily % - e 0 0 n REF: BDA 20457.05 - QTA BUILDING. QTA Building Roof Deck Plan Cendant Car Rental Group 15820 Tukwila International Boulevard Tukwila, Washington 98188 I (5)4' -O i oeXt :• :0:0•■■•■•••■•••■- ■•■•••■•■■•■ immorair (IOC 4'4 KM X 8" THIGIC PSG :10.4 ►•v _w : . V.* ,....4111,11111,41.%1116 . 4116 AIVAIL,M1 AM 471• - .6666 66-41- - - - - - : 6.666 - - - 6666 • P IA IV ,/ N 1 11 r .7111 • ---- f i 1:0 ST. c '6 'Bra JOB #: 4W6 3 4 EXPIRES 7/27/2007 V • CT ENGINEERING PLLC Structural Engineers 180 Nickerson Street Suite 302 Seattle, WA 98109 206.285.4512 (V) 206.285 -0618 (F) a • CONC. BOA PER PLAN gib •8' FREE DRAINING PER CaEOTECN 13431 EER FON DRAIN BY OTHERS EXT. WALL SECTION (2)'5 T4B NOTE: EXTEND LINTEL DAMS 30' BEYOND JAMB OR OPENING; EXT. WALL SECTION = • CMU (IV'•SIM) WALL RLLY GROUTED (3) CONY. S • 16' OC. VERTICAL (2) +4 •24' O.C. FREE DRAINING = • • PER GEOTECN ENGINEER FON DRAii BY OTHERS EXT. WALL SECTION (2) 6 5 T4B 10 INT. WALL SECTION NOTE: EXTEND LINTEL BEAMS 30' BEYOND JAMS OR OPENING (4)'5 CONT. NOTE: SEE GEOTE REPORT FOR REQUIRED EXCAVATION AND SOIL CC)NP'ACTIO 4 AT BASE OF FOOOTNG FREE DRAG • ' P�t 4 ORA•N ear OREM (2)'y COKT- 's • 16* 0.O. VERT_ MILS • WALL I (ALT MIC) NM SEE 0041CAL tee► EXCAVATION AND SOU. COMPACTION ea BASE MOMS EXT. 0.H. DOOR OPNO 13 IETAING WALL WI MIEL LOAD FRS DRANNG = • U PER GEOTECI4 ENGINEER FON DRAM BY OTHERS INT. WALL SECTION CAST IRON TRENCH COVER (TRAFFIC RATED) (RE. ARC44) TRENCH DRAIN FTG 4 2 ._ 0 ' INT. WALL SECTION NOTE: SEE GEOTECINICAL REPORT FOR REQUIIRED EXCAVATION AND SOIL COMPACTION AT BASE OF FOOTING; 14. SECTION AT SLAB EDGE (2) u4 • 24' O:C. HORIZONTAL 64 • 24' O.C. Os r (2)'5 CCNT GONST. JOINT , • 16' 0.C. VERTICAL (2) 4 .4 • 24' OG. I40RIZONTAL 6' CMU PARAPET WALL FULLY GROUTED POUR SLOT 3' CONC. TOPPING SLAB ILJ/ 6X6 - W1.4XWI.4 OAF 3 /6'XV4' SEARING; STRIP VOID DAM (2)•4 • 24' O.G. HORIZONTAL •5• 16' O.C. VERTICAL 6' G'11J PARAPET WALL RALLY GROUTED 10' CPU WALL FULLY GROUTED GROUT FILL "5 • 16' OTC. VERTICAL (2) • 24' OTC. HORIZONTAL 3' CGHC. TOPPING SLAB YJ/ 1X6 •WL4XWIA WJP INT. WALL SECTION PRECAST HOLLOW -CORE CONCRETE PLANK CGNT, L6X4X3/16 (LLY) 5/110• NILTI KWIK BOLT II EXP. ANCHOR • 24' OTC. (USE VERY. LONG SLOTTED HOLES) - DO NOT DRILL INTO PRESTRESSED STRANDS • CMU NON-BEARING WALL FULLY GROUTED • NON -6I4RNC GROUT 0 3 • VERTICAL (2) 4 4 • 24' O.G. HORIZONTAL 3' CONC. TOPPING SLAB W/ iX0.- 10I.4MJIA WHIP PRECAST FOLLOW -CORE CONCRETE PLANG CONT, L6X4X3/16 (LLv) 5/g'• WILTI KWIK BOLT II EXP. ANCHOR • 24' O.C. (USE VERT. LONG SLOTTED HOLES) - DO NOT DRILL INTO PRESTRESSED STRANDS ' CMU NON - BEARING WALL RJU.Y GROUTED INSPECTION ITEMS SOIL 4 FOUNDATIONS ( IBC 1104.1) SITE PREPARATION, EXCAVATION 4 GRADING, SUBSUFFACE DRAINAGE FILL PLACEMENT 4 COMPACTION FIELD VERIFICATION OF BEARING CAPACITY CONCRETE CONSTRUCTION (IBC 1104.4) RE T PREPARATION OF TEST SPECIMENS CONCRETE PLACEMENT PRECAST, PRESTRESSED CONC. FLOOR PANELS ANC h4OR BOLTS /RODS PIER FOUNDATIONS (CANOPIES) STEEL CONSTRUCTION (IBC 1104.3) FABRICATION ERECTION HIGH - STRENGTH BOLTS (IBC. 110433) WELDING WELDING; MASONRY CONSTRUCTION RUCTION (1E3C 1'1040 WIT STRENGTH METHOD X WIT 4 MORTAR PLACEMENT X RENFORC EMENT PLACEMENT X X GROUT SPACE INSPECTION GROUT PLACEMENT STRUCTURAL. CONNECTIONS INSTALLATION CF EXPANSION ANCHORS STRUCTURAL OBSERVATION (IBC 1109) CONCRETE CONSTRUCTION MASONRY CONSTRUCTION INSPECTION E NOTES: CONTINUOUS 3' CONC. TOPPING! SLAB W/ 6X6 -W1.4X FIJI. U F VOID D S'PRECAST HOLLOW - CORE CONC. PLANK PERIODIC x X X x X •5•16' VERT. Dt&L6. (2) M4 • 24' O:C. HORIZONTAL 0 4 • 24' OG. 2' -O' S' I (2) 0 5 CONY COMM JOINT , • li' O.C. VERTICAL I®' CMU WALL FULLY GROUTED (2) 0 4 • 24' O.G. WORIZONTAL POUR SLOT 3/S'XV4' BEARING STRIP TESTING ... d) 1 1 III SPECIAL INSPECTIONS, TESTING & STRUCTURAL OBSERVATION SCHEDULE 3 SEAR � rnarli MARKED wT}+ AN SHALL PROM AN BE � A PP�D aY � ,� D1 � t::T �l A CERT/4ED SPECIAL R I ECTOR 2 SPECIAL. ACTION IS NOT MIMED FOR WORK IN PRIOR A FABRICATOR'S PER IBC nevi Amin AL WITH JURISDICTION b' CMU PARAPET WALL FULLY GROUTED 2 ' - 0 ' • • 0 4 • 24' 0.C. 1 0.C. 2 �- S ' (2) , CONY T. JOINT .5.16' O.C. VERRTICAL (2) 04 • 24' O.C. HORIZONTAL INT. WALL SECTION COMMENTS IBC T GEOTECH GEOTECH GEOTECH GEOTECI4 IBC TABLE 11043 3/5'XL/4' SEARING STRIP 1B' GM�J WALL Y GROUTED c.T)DE TURN- OF -TI-E NUT NOTE 1. • NOTE S. IBC TABLE 1'1045] NOTE 4. NOTE 5. 4 - 12' PRECAST HOLLOW - CORE CONC. PLANK 3. CONT114.44,16 SPECIAL NSFECTION REWRES THE INSPECTOR TO DE ONSITE AT ALL TEES ; TmAT woRK REGUIRING SPECIAL INSPECTION IS PEIGFORMED PERIODIC SPECIAL INSPECTICN ALLOWS INSPECTION AT TFE INTERVALS NECESSARY TO CoNFORM Ti4AT WORK SPECIAL Nerecna4 IS N COMPLIANCE UT14 THE PIRDUIRBIENTS. A. STRUCTURAL OEISERVATIrON MEANS THE v1SII6& OOSERVAT1ON OF THE STRUCTURAL. SYSTEM dY THE ENGINEER FOR TIE GiENERAL C.CINFORMNCE TO THE A PLANS AND SPECIFICATIONS AT SIGNFICANT PRIOR TO CO vEFt GOt� � STAGES �M�� SHALL PllIOv1DE LEAST S SYSTEM TWO WORKING DAYS P TK E TO THE ENGINEER MOOR COVERING OF SYSTi315 ATiC7tt STRICTURAL OfAT1ON dY TAE EPOINEER CF RECORD DOES NOT REPLACE OR NAVE 111EQIIIIIIIEMOITS FOR IIIILDING INSPECTION dY THE JIIIRISDICTION NOR REQMIREPTEPITS FOR SPECIAL IEGT 5 S CEOSERvATICN rat SMALL GAT OF ClealErefATION AT OR DEAR USE MBAR . i_ THE smug. INSPECTOR SHALL ~vim THE ENUILDING OFFICIAL. OMER AAaTECT. ENGINEER MD GONTROCTOR 1111144 GOMM CP ALL 1E 011Tf AND 1 T RE11111.Th (SC I 2) z MR SING lE -PINS FILIJET LESS 114.11 OR Main• TO 'AV AGO MCC DECK rELV& . 114M - :,awe. TO Sitte Aw MX. DECK POUR SLOT OPPNG SLAB W IAXWIA IWP AO's D DAM ED F pls Nom: 9 2006 l uKvdltc rb v:t4 0) 0 (4). 0) • N m C ' W B D a) U •� i In - m CS U 0 ci z a I I a 0 4 , 0 W t L i r ' • ' t n fa: co 0 CO N 0 N -cc5 b s-4 (1) 0.4 rTh ..14 "" 740 124 � o t10 Vii) 1 "C, 05 1---1 : 111 if tlj CS E" as E.4 'C, C D a ti Efl II N ao CO 0 N r S4.0 1 • .11 • U I SET AT I 90% 1 i SET AT 85% VEEDER ROOT TLS -3400 I T_ I I I I r r I I PUMP CONTROLLER • DISPENSER HOOK ISOLATION PANEL 1 L_ 7 G-2 -CS PIPING T FLEXIBLE CONNECTOR EMERGENCY SHEAR VALVE BALL VALVE SOLENOID VALVE PRESSURE RELIEF VALVE CHECK VALVE r SENSORS LEVEL PROBE LEVEL SENSOR SUMP SENSOR 0 n C °A i I � E •F •1 •K QH 0 °I r � r ; •.K o : TANK FITTING LEQEND A. 6" FPT, FILL PORT B, 4' STAGE I VAPOR RECOVERY RETURN C. 2" PRODUCT GAUGING D. 4' LEVEL PROBE E. 18" DIA. PRODUCT FILL MANHOLE WITH 3" FPT FILL OPENING, 4" INSPECTION PORT F. 3' FPT, VENT PRIMARY STAGE I VAPOR RECOVERY G. 8" SECONDARY EMERGENCY VENT H. 8" PRIMARY EMERGENCY VENT I. 2" PRESSURE RELIEF RETURN J. 4` FPT, PUMP K. 2' SPARE L 2` FPT, ANNULAR SPACE MONITORING M. 2` SECONDARY VIORKING VENT N. 4" FIRE RATED FILL MATERIAL 0. FILL BOX V ,.DESIGNATION r � \ SEU.CE �lE 'M9IEgISL G - GASOLINE DOUBLE CON TAINEQ I G-2- FRP -DC FRP - FIBERGLASS REINFORCED PIPE CS - CARBON STEEL FUEL PIPING ELECTRICAL CONDUIT swift .db Strada OIL 311111 -1311.111 86f- 1 8M 9N(u.:. 1 QEIM1► CIE CA Ier s-- Fu 510-41115-331K le � • 14t,\Ar.t fr r , 1 i I i o: O o: s W Z g CO CC. Q ZZ Et5 o Q � Z W40 5 oU: BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSt-$ORE HWY #300 BURLINGAME — CA -- 94010 TEL (650) 692 -9911 FAX (650) 692 -0181 III �� 401 r 4OL J's 4. 4 / ON .A L t-'4 / � T 7 REV LAYOUT 7/14/05 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 DISCOVMEQ SHALL. IMMEDIATELY 9E REPORTED TO THE ARCHITECT CC (.9 z 0 1— z W H a►n . ,,oe Mo. 10120/04 1 20457.05 7 pipiKc LEGEND PRODUCT A- AIR G - GASOLINE V- VENT VAC- VACUUM WWF -- WINDSHIELD WASHER FLUID ,SIZE \ / DC - DOUBLE- CONTAINED OF -3 -CS CS - CARBON STEEL CU - COPPER SS - STAINLESS STEEL ZINC - ZINC TUBING ABOVEGROUND PIPING • INSTALJ..A110N No1Y$; 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLETELY FAMILIARIZE HIMSELF WITH EXISTING SITE CONDITIONS AND TO COMPLY WMTHALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS. CODES AND REGULATIONS. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE REGULATIONS. NO ALLOWANCE WILL BE MADE FOR HIS FAILURE TO DO SO, IF THERE IS A CONFLICT WITHIN THESE DOCUMENTS OR BETWEEN THESE DOCUMENTS AND SITE CONDITIONS AND /OR APPLICABLE LAWS, CODES, OR REGULATIONS, THE CONTRACTOR IS RESPONSIBLE TO INFORM THE APPROPRIATE PARTY PRIOR TO BID AND DURING CONSTRUCTION. NO ALLOWANCES WILL BE MADE FOR HIS FAILURE TO DO SO. 2. CONTRACTOR TO FURNISH ALL LABOR, EQUIPMENT AND TO SECURE PERMITS TO PERFORM THE WORK AS INDICATED ON THESE SHEETS. ALL WORK IS TO BE DONE IN ACCORDANCE WITH MANUFACTURER INSTALLATION INSTRUCTIONS. 3. CONTRACTOR IS RESPONSIBLE FOR BLUE STAKING THE EXCAVATION AREAS AND LOCATING ANY UNDERGROUND UTILITIES. REROUTE ANY EXISTING UNDERGROUND UTIUTY LINES AROUND NEW TANK AREA AND FUEL SYSTEM IF CONFLICT EXISTS. 4. ALL METAL PIPING IN CONTACT WITH THE GROUND SHALL BE COATED AND WRAPPED IN ACCORDANCE WITH APPLICABLE STANDARDS. (INCLUDING GALVANIZED PIPING) 5. CONTRACTOR SHALL PROVIDE PVC PIPE SLEEVES FOR PIPING PENETRATIONS OF CONCRETE, EXCEPT FOR OUTER PIPE OF DOUBLE - WALLED PIPING. 6. PIPE UNIONS SHALL NOT BE BURIED OR INACCESSIBLE. 7. ALL EXPOSED STEEL PIPING TO BE PRIMED AND PANTED WHITE AFTER ASSEMBLEY. 8. FILLPORT AND /OR SPILLBOX SHALL BE LABELLED WITH PRODUCT NAME IN ACCORDANCE WITH APPLICABLE CODES. FILL/SPILL CONTAINER 7 • P. • • • • • ' $ N 1 v kI T 12,000 -GAL. GASOLINE AST CAR WASH MCFSE 1307 VAC-3-ZINC VAC - 3 - 710 VAC- 3-ZINC COLUMN OSE REELS TS POST 9. CONTRACTOR SHALL PERFORM FUNCTIONAL TEST OF THE LEAK DETECTION AND/OR MONITORING SYSTEM AND PROVIDE VEEDER ROOT START -UP, 4-HRS. TRAINING, AND PROGRAMMING: -HIGH LEVEL AT 85% - DELIVERY NEEDED AT 28' OFF BOTTOM - REMOTE ALARM WILL BE ACTIVATED FOR ALL IN -TANK ALARMS & SENSORS - ACKNOWLEDGMENT SNITCH TO DISABLE AUDIBLE ALARM ONLY - INTERSTITIAL SENSOR TO MONITOR TANK ANNULAR SPACE 10. USE GASOLINE/DIESEL RESISTANT PIPE SEALANT THROUGHOUT. 11. UPON COMPLETION OF PIPING SYSTEM, CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL COORDINATED ALL REQUIRED TESTS. CONTRACTOR TO CALIBRATE ALL DISPENSERS. CONTRACTOR IS RESPONSIBLE FOR START -UP AND SHALL INSTRUCT OWNER THOROUGHLY IN USING ALL NEW EQUIPMENT. (ALLOW 4 HOURS FOR TRAINING). 12. CONTRACTOR/INSTALLER SHALL BE RESPONSIBLE FOR REGISTERING NEW TANKS IN ACCORDANCE 111111 ALL LOCAL CODES AND AGENCIES. 13. NEW ABOVEGROUND TANK SHALL BE LABELED MATH THE SPECIFIC NAME OF THE MATERIAL CONTAINED AND LABELED, WITH HAZARD IDENTIFICATION PLACARDS, AS SPECIFIED IN THE LOCAL FIRE CODES. EIEIKILAN SCALE: 1/8 i • 1. IND 14. PROVIDE FOUR PORTABLE FIRE EXTINGUISHER RATED PER UFC AT NOT LESS THAN 2 -A: 20 -B: C. COORDINATE ARCHITECTURAL DRAWINGS FOR LOCATION. 15. PROVIDE ALL REQUIRED SIGNAGE AT THE FUEL ISLAND IN ACCORDANCE WITH FIRE DEPARTMENT AND LOCAL REGULATIONS. 16. AU. ABOVEGROUND PIPING SHALL HAVE A DIRECTIONAL FLOW ARROW AND PRODUCT LABEL. 17. PROVIDE SEISMIC RESTRAINTS, BRACING, AND ANCHORS FOR PIPING IN ACCORDANCE WITH S•ACNA AND ASME 831.3. AT A MINIMUM PROVIDE PIPE SUPPORTS WITHIN 12 INCHES ON EACH SIDE OF CHANGE OF DIRECTION AND A MAXIMUM OF 10 FEET ALONG STRAIGHT RUNS. PROVIDE TRANSVERSE AND LONGITUDINAL BRACING FOR PIPE HANGERS AT CHANGE OF DIRECTION. 18. THE LOUVERS SHALL BE GALVANIZED. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND FOR COORDINATION OF LOUVERS AND LOUVER OPENING, INCLUDING VACUUM EXHAUST WALL OPENING, VATH ARCHITECT AND OTHER TRADES. LOUVER SIZE TO BE 12 "x12 ", MOUNTED IN "VACUUM" ROOM 304. PIPING SPA ?IFICATIQNS AND TESTING NOTES: 19. TESTING PIPING SYSTEMS MATERIAL MEDiu4 SS/FRP (PSIG)50 AIR FP /CS 75 AIR SUMPS WATER 20. PIPING SPECIFICATION SHALL BE: TEZT NOTE A A 8 TEST NOTES: A. HOLD PRESSURE FOR 30 MINUTES, CHECK FOR LEAKS, CORRECT DEFICIENCIES AND RETEST UNTIL NO LEAKS ARE FOUND. B. * PIPING SUMPS AND DISPENSER PANS SHALL BE LEAK TESTED BY FLUNG WITH WATER AND HOLDING FOR 24 HOURS M 11H NO OBSERVABLE DROP IN WATER LEVEL OR VISIBLE LEAKAGE. CS SPEC.: PIPE -- SCH 40, ASTM A53 GR. B FITTINGS- THREADED, 150 LBS, ASTM A197, MALLEABLE IRON PLUGS - MALLEABLE IRON OR CAST IRON FLEXIBLE CONNECTORS: TEFLON INNERCORE, STAINLESS STEEL BRAID. 150 PSI WORKING PRESSURE. U.L. USTED FOR INTENDED USE. TELEFLEX OR EQUAL CONSLIMPIE L ..Mw oft ..emit*NION 2.0N maga A. 3014 - 10111.11 C------ 1 - iii - k; ' volo J „ r \ 'CODE Wei:AOC-a ' FEB _ 9 2`s06 ..:------th- oi . 111121 COM 1 O HIE MINK a 'AIL s* -ett -3773 C • �, r c v� -��� !mod R BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURLINGAME - CA - 94070 U TEL (650) 692 --9911 FAX (650) 692--0181 s' ►ii 0 1 O. O � ORY �Q► .� °f was " k y 4'O 40256 A �O V 0 Im J � 1-2) m w<2 J ccoco H Z 0 Vb. I , z mi‘ < (4-c) r-J•e_, 33 Z 0 v U � 41 REVISION / f� � 2 4. 0 7I cr IJJ REV. LAYOUT 7/14/0 DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FIELD COMMONS AND COMPARE THEM MATH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY 07HER INCONSISTENCIES DISCOVERED SHALL 114iMEDIA1ELY BE REPORTED TO NE ARCHITECT DATE I JOH NC 10/20/04 ' 20457.05 FS-2 OF 15 I CANOPY FOt A1M (REF °kr DISPENSER DETAIL DUAL HOSE VACUUM DROP DUAL HOSE VACUUM DROP HOSE REELS VACUUM ELEVATION NOT TO SCALE --I-nil-- CANOPY COLUMN _-i 2-f MIN • we DISPENSER SECTION e NOT TO SCALE FUEL ISLAND ELEVATION NOT TO SCALE LOUVER ...--(SEE NOTE 18 ON DWG. FS-2) OVERALL ALARM & ACKNOMLEDGEMENT SWITCH (AT FUEL ISLAND) NOTE: 1. PAINT ENTIRE ASSEMBLY GREY. OVERFILL ALARM AND �"\ N ►�� ���������������������������r GALV. CHECKERED STEEL PLATE Li? CUT -OUT PLATE FOR PIPING PENETRATION NOT TO SCALE - CONCRETE ISLAND STARER BAR PUMP SINI QEACOIC>! • • • GALV. CMEOCERED PLATE l /4. STOCK � q e+rt 0'-or $CTJON a EL 6' -6 (MIN.) i EL 5' -6" EL 5 -0 NOT TO SCALE NOTES: 1. PAINT ENTIRE ASSEMBLY GREY. 2. EMERGENCY SHUTOFF SWITCH TO BE LOCATED A MINIMUM OF 20 FT. AND A MAXIMUM OF 75 ft. FROM DISPENSER. ZINC VACUUM TUBING (SIZE VARIES, SEE PLAN) VACUUM DROP DETAIL • CONDENSATE DRAIN (DRAIN TO SANITARY SEWER) T54x4 NET VALVE 91 F TOOL HANGER NTH SHUTOFF SADOLE HAND T OOL VACUUM HOSE NOT TO SCALE EMERGENCY SHUTOFF SWITCH ELEVATION NOT TO SCALE COL CRAW • AIR CQMPRES$OR ELEVATION EMERGENCY SHUTOFF SWITCH PULP Qrt1IR7iCY SHUT -C T a a • 0 U- 0 (E) CANOPY BEAM T5 3x3x1/4 (SUPPLIED BY CONTRACTOR) (PRIME AND PAINT TO MATCH CANOPY COLUMN) TS 3 x 3 x 1/4 '(FIELD MELDED TO PLATE) 6 x 36 x 3/8 STEEL PLATE CHAM a WONTING BRACT MOUNTING CHANNEL ENCLOSURE TYP. OF 4 HOSE REEL DETAU. NOT TO SCALE WWF AST ELEVATION NOT TO SCALE 3/16 1' -4" 2 Veltintlira WA iER FLUID AST hI1N NL!IIH 4" M $. SECTION 1/2' PLATE M DC PAC tT1►P copeassuk IL:VIIIIIIMMOONIANDIOM Mai alb tNp Aso. 1111‘ 71116 - ZAP. Nolowaso • FOR 1/2 MK BOAT II • EXPANSION ANCHORS BY HILit 3)i' EMBEDMENT CL e , o n J t1! A9�BR INE WM& al SON a S110•ae,4775 At !1114111.,711t 11 • C7`. IA R BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURLINGAME - CA - 94010 111 TEL (650) 692-9911 FAX (650) 692 -0181 ■ 1 NO. I REV. LAYOUT REVISION Q w Z J a: H D w 0 a � � o ....J I" < < i �m CO Z J � � LLI a a� li 0 co f CC 44 d � , Q" W ���� W L'' 1 8 44- Q 3 C "Z o W vU�� � FS -3 OF S 7/14/05 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 INOOkSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT DATE .JOEI NO 13/20/04 ' 20457.05 l. r i - - «i...- l EQUIPMENT SCHEDULE M NO. REQ'D •. - - T1ON `. _MODEL. .. ' : A SIZE /CAPAO1Y «. NECTION FURNISHED BY: INSTALLED BY: REMARKS t . ' I ' R, la . ■ - II TR. FUELIN a TANKS A E ♦ 1r ♦ II A 8 1 1 FxL ADAPTOR CAP "" 633AST -3081 6348 -0170 3" ✓ ✓ ✓ ✓ TAN( SUPPLIER • • EOUIP. AS PART • POcG. 2 A 8 Mostiasssaf I 1 VAPOR ADAPTOR CAP oPrr 1611AN -0300 6348 -0170 -- OP. OD ✓ SHUT -OF VALW, AR LIE ✓ LUBRICATION PUMPS, VALVES, AND HOSE REELS 3 A 8 C G H I 1 1 1 1 1 1 1 1 GA P T E BALL 000 BALL VALVE L c::1° PRM Pc/NARY PARY SECONDARY EMERGENCY VENT CLOCK GAUGE (MARKED AT 85 /y,, ,,I RELFIF VENT SWPLL ON NORRISON OPW JAMISON MaRRISQN MpRRt ON 691 is0E4 -1000 61FT -0206 IL 3 r r r 6. 2 . r ✓ a6 4 1 1 � TAM( S1pPlER TO PROW( P IPE AND SPILL 80X A 1 4 CLAY BAILEY TUBE D G r • ✓ 88-BO - ✓ USED W14 ITEM 5 CAM dt GROONE FTrs -MALE ADAPTER 'E>w1ALE A iO FUEL • _ vALVE r 90051► 3' 6' T ✓ F OR TANK ✓ SET AT 90N CAPACITY 3' WAX wine FEMALE THREADED AD/PIER 0 _ NOT USED r -e 20 HP 3 480V /�/ 1EFC MOTOR ✓ I 57-65 _ 7 1 VENT MORRtSCN 748 2" SAILOR BEALL ✓ O. 3, . ✓ 1 a - NOT USED 237 -161 - '"- ✓ COMES NTH NR REGULATOR. PRESSURE GAUGE MC C 8 a► smc., A /p . BULK FlTTNG (PRODUCT) BULKHEAD (ELECTRICAL) TERMINATION BOOT MFG. U.0 RA R1/ - w- SAILOR ZEAL Af3KKAIP SAILOR 11E041. - l00(1) 2D SIR-108 1• 1 ,. 1• 230V. M 94 MR ✓ 10 6 FLEX CONNECICS HOSEMASIER F'SYS FOR 2" FLEX __ . 9�ALL �� ✓ rolwlsa ✓ BRAIDED FLEX CONNECTOR NTH HALE SWIVEL AND 1w0 END CAPS 11 -12 - NOT USED SUC110N TUBE ✓ 236-054 13 AS Ron BALI. VALVE wORRfsoN 691 AS �cUIREo 203-688 ✓ ✓ "' 14 1 CHECK VALVE MOf01901i 158A NOT USED -- ✓ ✓ 41111 SOUL MANSION IE1EF 15 1 SOLENOID VALVE. 2--WAY A9 710 r 288 V, 1 PH 218 --680 ✓ . ✓ 16 1 PRESSURE Yd:R190+ 7881 1/2' • -- 218 -552 i / 1 / 50 PSI 17 I GATE VALVE Y001SON 234 3' -- 218-551 1 ✓ ✓ !- 18 NO ..... B CHANNEL MOUNTING BRACTS -� 204 -741 M 19 A B C .r ♦ r .....�..........,... -�.... SUMP DISPENSER SULZER BARS EMERGENCY SJTOFF VALUE -U.L LISTED 11ES1ERN FBE'R. OFD -- 1O P.. saft Tb - . GRACE 224 --364 ✓ -.- ✓ Rim a • ISLAND FORMI. FULL RADP. S ISLAND FMK soE RAIL MOICAN IFSOfl 9' . 9' 218-549 ✓ ✓ + ?1 -22 - NOT USED - NOT USED - NOT USED HOSE HOSE REEL ASSEMBLY - AIR (INCLOSED) INLET 6o I 24 1 ELECTRIC JJNC TICN BOX "" -- ; - __ i ✓ ✓ -- -30 - I NOT USED 73 4 Q 25 GRACO 1 -- -- I'1 31 I 1 A8MEGROuND STORAGE TANK, U1. 2085 USIED FOR STORAGE OF GASOLINE FUEL 2-+R FIRE -RATER SEGO i!LY CONTAINED. BMUSIIC RESISTANT. AHD LAMER ON END OF MIL 1 ORDER MIN ALL TAM( AND DER ICY % N1S OOMTANiE11T S01 /TKINS . i VAULT TAM( 1 . se 1' -- 32-33 - NOT US - NOT USED 3s CDvow * SD ID o ELECTRONIC GASOUI1E DISPENSER WITH TUN HOSE AND INTERNAL. BIER PRODUCT HOSE PRODUCT HOM BREAK AWAY COUPLING ' 45' MEL NOZZLE 1 HOSE RF11R2VFR glgggi 9052A1I1MI-0 (2) 7280-752 (7.-r) 7775 (6.-r) 45 -5060 11.0100 - ✓ . ✓ 3 . + r NOT USED •cruo SUIDIERSOLE I ISER P ISOLATION MP CONTROUR 1 LEM oElECToR locums BEAKER CD T K? CONDKILLER n v , V 2 to 12I� 1 InEKTCRY me LE* OETECI PANEL Wiii LEVEL SENSOR RPM SUP S'El� , H STATIC SE)lSOR, $4413 PRMr1ER au1PUT. MO,U1 FOR flEmOW walk R5-237 POUT. FAMODE L, a CO IWILI MC SET . VEER LOOT ' u-300C , -- 1 12 1, I ✓ j 1 14161161114L WONOOM c SENSOR ✓ ✓ -- USA �I i1 A 8 LDS SEJII� - WAG I PMT r AST ASTA LAT>a LOT 64731.167 0 �'- IMN I i E WCY 9•J F MEWL air= MRlM 1 -+PAC PU24 IlinOw MOM �� ✓ ✓ I I - Ol�tt ROM . SRN USED MK 791.01 110111115-4110 OE LOWED AT Finn SAM ONE LOMB) AT IrO _ es as 4 ISOUB STATE SENSOR ow 4 UNKINSOIL OMR 1011111111 IR 7!a-se 33111,-4111 t EQUIPMENT ITEM 0 LUBE NO. Rf4'D TANKS SCHEDULE DESCRIPTION MANUFACTURER MODEL NUMBER . SIZE /CAPACITY CONNECTIONS RNI ` ' BY: EM: OMMER CONTR. REMARKS OWNER CONTR. , REMARKS 45 I CONTR. YINDSHELLILIMILEL110 ABOWGRO ND TANK -- "" 280 -CAL. -- ✓ ✓ RELOCATED 48855 NOT USED ...r OW MS RI4 1 SHUT -OF VALW, AR LIE GRAOO LUBRICATION PUMPS, VALVES, AND HOSE REELS 56 ._- ✓ ✓ ,,,_ a6 4 1 FRE VALVE A 1 OVER 1U. PREVEPIDON VALUE CLAY BAILEY 1228 -03 -1500 r ✓ 88-BO - B 1 CAM dt GROONE FTrs -MALE ADAPTER 'E>w1ALE A iO r ✓ I F OR TANK C 1 CAM & GROONE FTG -DUST CAP s 80000 r -e 20 HP 3 480V /�/ 1EFC MOTOR ✓ I 57-65 _ NOT USED ---- *AY- 90219 — 'SIZE 3 •vLV -BO0B3 KAC -90104 NOT USED .480T USED LOT U® a I AR CXNPRESSOI, •ERSCAL. -688-. RECOVER, PUTI CONDENSATE ORNN VALVE R1}4 1 /JC Dam PORT. kiAN104. ORM MT. MOULTED *TOR STARTER LOU �. Di. SNICK 1884 A/! -c0ap Pm COOLER SAILOR BEALL O. 3, . 66 A 1 P -MOD PACKAGE R")) ✓ • AT REl SANDS 237 -161 - '"- ✓ COMES NTH NR REGULATOR. PRESSURE GAUGE MC C 8 1 FLUO SHUT -aFF VAL E • 110 -314 AIRIE FILTER AR FLEX CO MEC ON MYER SAILOR ZEAL Af3KKAIP SAILOR 11E041. - l00(1) 2D SIR-108 1• 1 ,. 1• 230V. M 94 MR ✓ C 1 AR SHUT -OFT VALVE COPLESONSPARTICULAIE FLIER FOR Gaeta. PuRPOSE 110 -224 � 9�ALL �� rolwlsa AI AS IRION = 0 1 SUC110N TUBE ✓ 236-054 E 1 LOW LEVEL CUT -OFF 203-688 6748 - NOT USED A9 4 2 -REEL. WONTING O .. ENCLOSED GRA00 218 --680 1 i f FOR FUEL ISLAND 8 4 ENO PANELS 218 -552 C B SIDE ENCLOSURES 218-551 D B CHANNEL MOUNTING BRACTS 204 -741 4 HOSE REEL. ASSEMBLY - ItaiosinD WA om4G GRACE 224 --364 3/8" x 60' -.- I f 500 SERIES 4 HOSE NLET POT 218-549 i/2" x 24' - NOT USED HOSE HOSE REEL ASSEMBLY - AIR (INCLOSED) INLET 6o I S0 SEMEs 73 4 1881E INFLATOR GRACO 238 -206 -- -- I'1 74 4 SHUT -OFF YAM. OIL NO FLIC UNE 110 -314 1' -- -_ 7548 - NOT USED EQUIPMENT SCHEDULE 00 NO. REO'D DE9CRP110N MANUFACTURER MODEL NUMBER SIZE/CAP ACITY CONNECTIONS FURNISHED BY INSTALLED BY: , REMARKS OMMER I CONTR. OYM I CONTR. LUBRICATION PUMPS AND HOSE REELS 71 - NOT USED RI4 1 SHUT -OF VALW, AR LIE GRAOO 206 -390 1/4' ._- ✓ ✓ ,,,_ a6 4 1 FRE VALVE PHILUPS PUMP HF- 91204000 1' , -- ✓ ✓ 88-BO - N0T U D MISCELLANEOUS ' A 8 C 0 E G H 4 K I - I - 6 ALVES 8 - - - EQUIPMENT 20 EP MOTOR -- 3 BAST GATE - — 001430 STARTER DIET V • CAR CNC MS NOT USED NOT uSED • 110T USED s .. • • • • ''''' .... •1 i -e 20 HP 3 480V /�/ 1EFC MOTOR ✓ I l e F'OR Full ISLAM ART UP KIT, VIBRATION ' P ` c C TIE/ 1 �V ► 4444 . L�. �opf'tii1611 , f EB —g Z w _! r _ 1 • . ---- *AY- 90219 — 'SIZE 3 •vLV -BO0B3 KAC -90104 NOT USED .480T USED LOT U® a I AR CXNPRESSOI, •ERSCAL. -688-. RECOVER, PUTI CONDENSATE ORNN VALVE R1}4 1 /JC Dam PORT. kiAN104. ORM MT. MOULTED *TOR STARTER LOU �. Di. SNICK 1884 A/! -c0ap Pm COOLER SAILOR BEALL O. 3, . q i ✓ • AT REl SANDS - NOT USED • AIRIE FILTER AR FLEX CO MEC ON MYER SAILOR ZEAL Af3KKAIP SAILOR 11E041. - l00(1) 2D SIR-108 1• 1 ,. 1• 230V. M 94 MR ✓ ✓ COPLESONSPARTICULAIE FLIER FOR Gaeta. PuRPOSE r115 � 9�ALL �� rolwlsa AI AS IRION = '� ! j I ✓ • 't • i u gib L •.1*_ oft .ffasenimr8 Now* al 2ws - alimoso we WNW NE AMOK CA ,fit 5116-871-3773 •■••■■4. • F: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM 11TH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING AcnWIT1ES. ERRORS Ot4ISS9ONS OR ANY OTHER Plc0i4SIS1ENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT 1 l BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSI-iORE HWY *300 BURLP4GAME -- CA -- 94010 III TEL (650) 692 -9911 FAX (650) 692 -0181 II ►� DHI ELECT. Fs1 LA VR EXTERIOR STORAGE 309 �+ - .JFL -__ -JO • CAR WASH MACHINE Q �2 "C - 18760 BELDEN 42f 1112G FS-10, 14 2#12, 11126 CTRL TO DHI ►� •:•. *: F'S•• 5 z 0 4#12, LA -19, VR 0 OVERFILL ALARM �T Fs Pea i ! I a�� LI 12 P4 TO CIRCUIT BREAKER �A 1!. 13 Nib 0 0 0 t 0 6 0 Ek RG NCY StiuTDOwN SNITCH (ESC) 0 0 0 0 0 6 7. FLOOR Pia REC. RES. 0.5 0.5 NOT. 1.37 CB 20N 20N 20N * 20N * 20N 111111K•7.! bli AI= REC. RES. MOT. 0.5 0.5 111111111111 0.5 0.5 MINIM IIIIIIIII 0.1 NICE FUEL PUMP P- SHUNT TRIP CONTROL* SPACE FUEL DISPENSER D - MICRO SWITCH D -1 FUEL DISPENSER D -2 MICRO SWITCH D TOTALS 2 2 0 HP 2.132 • CS 2 201 20N 20N * 20N * 20N • • PANI.1O' 2.10 SERVICE FUEL DISPENSER 0 - MICRO SWITCH D--3 FUEL DISPENSER D -4 MICRO SWATCH D--4 DISPENSER HOOK ISO DHI TOTALS VOLTS 208/120V, 10 kfrep SURFACE TYPES C -H SOURCB PANEL 'LA' MAIe 60AMP /3 POLE. SHUNT TRIP (120 VAC) DUO a0A SHORT CIRCUIT DUTY 4 KAIC I 1 0 0 0 r IN r • ••. • ID IP • DO NOT BOCK COPY. PORTS BELOW PRINTER i 1IEEDER ROOT 1t5 -3000 a PRINTER VEER ROOT COMM AND AST SEWS 1 3 5 • 7 ' 9 '• 11 13 • 15 17 • 19• 21 • 23 IMI fto LIL2N ELECTRICAL PLAN SCALE: ,fir = r-0 4 6 8 10 12 14 16 18 20 22 24 TOTAL 6 972 KVA * NOTES: N = NEUTRAL SWITCHING CIRCUIT BREAKER, REQUIRE ADDITIONAL SPACE L - BREAKER TO BE LOCKED IN THE "ON" POSITION LS SIC BARE COPPER CONDUIT MIING REMOVE ITEM NOTED EXISTING TO REMAIN RELOCATED NC REACTED DEICE UNLESS O1VESE NOTED NEKIHERPROOF E F LOS1ON PROOF STET NOTE NAIL 1 SHEET MERE TM60RAwN 'LEAK SDISOR MOP ROOT) O PROBE SNP SOISCR SOLEMN MW,.1E MOOR R HOOK 1 A/KIN SUONERSIBLE PUMP COWIRCILLER VEER ROOT G RTES 1. AT ALL TIMES NE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF JOB SITE, INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS. THE ENGINEERS JOB SITE REVIEW IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTORS SAFETY MEASURES. 2. THE CONTRACTOR SHALL MAKE AN EXAMINATION OF THE SITE, HE SHALL COMPARE THE SITE WITH THE DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. HE SHALL ASCERTAIN AND CHECK THE LOCATIONS OF ANY EXISTING STRUCTURES OR EQUIPMENT WHICH MAY AFFECT HIS WORK. NO ALLOWANCE SHALT.. BE SUBSEQUENTLY BE MADE IN HIS BEHALF FOR ANY EXPENSE TO WHICH HE MAY INCUR DUE TO FAILURE OR NEGLECT ON HIS PART TO MAKE SUCH AN EXAMINATION. 3. ALL WORK SHALL BE COORDINATED WITH THE OWNER TO MAINTAIN CONTINUITY OF SERVICE AND MAXIMUM UTIUZATION OF THE OWNERS FACIUTY. ALL WORK SHALL BE BID ON A "NORMAL TIME BASIS WITH PREMIUM TIME IN ADDITION ONLY AS AUTHORIZED FOR CORE BORING OR OTHER WORK WHICH WA LL BE NOISY, DIRTY, OR OTHERWISE OBSTRUCT THE WORK PROCESS. 4. THE CURRENT ISSUE OF ALL NFPA, CEC, UBC, UFC, ANSI, OSHA, ASTM, NEMA, AND OTHER NATIONALLY PUBUSHED CODES OR STANDARDS SHALL APPLY TO THIS WORK WHETHER ADOPTED BY LOCAL AGENCIES OR NOT. NE MOST STRINGENT CODES SHALL APPLY. 5. NOTHING IN THE DRAWINGS OR SPEOF1CATIONS IS INTENDED TO ALLOW A VIOLATION OF ELECTRICAL WORKING SPACE AROUND ELECTRICAL EQUIPMENT. A 30 "W MIN. x 48 1D x 6' -6 "H SPACE SHALL BE CLEAR TO THE FLOOR IN FRONT OF ALL ELECTRICAL PANELS, CONTROLS OR ITEMS THAT REQUIRE MAINTENANCE OR ACCESS WHILE ENERGIZED, ANY DEVIATION FROM THIS MINIMUM SHALL BE APPROVED, IN WRITING, BY THE ENGINEER. THE CONTRACTOR SHALL RELOCATE ANY EQUIPMENT IN VIOLATION OF THE ELECTRICAL CODE AT HIS OWN COST. 6. ALL CONDUITS SHALL RUN TIGHT TO SLAB AND BEAMS. WHERE DUCTWORK IS INSTALLED TIGHT TO SLAB, RUN CONDUIT BELOW DUCTS AS TIGHT TO DUCTS AS POSSIBLE. 7. DO NOT SUPPORT CONDUITS FROM DUCTS, MECHANICAL SUPPORTS OR EQUIPMENT OF ANY KIND. 8. ALL CABLES, CONDUIT, PIPING, OR EQUIPMENT LOCATIONS AND ELEVATIONS ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR FIELD CHECKING AND MAKING ALL NECESSARY OFFSETS, AS REQUIRED, TO AVOID EXISTING INTERFERENCES AND COORDINATE WITH OTHER TRADES. 9. IDENTIFY EACH CONDUCTOR BY SHRINK •ON INDELIBLY MARKED BRADY -TAGS AND EACH ELECTRICAL ITEM BY BLACK- WHITE -BLACK ENGRAVED SCREW •ON PLASTIC NAMEPLATE, LEGEND PER DRAWING. 10. CONTRACTOR SHALL VERIFY THE CONDITION OF EXISTING PANELBOARD DISCONNECT AND REMOVE ALL EXISTING UNUSED BRANCH CIRCUIT WIRING WHERE APPUCABLE. PANEL BOARD SHALL BE CLEANED (DUST FREE) AND RESTORED TO AS -NEW CONDITION PRIOR TO INSTALLATION OF NEW MARK. PROVIDE NECESSARY HARDWARE AND ACCESSORIES AS REQUIRED. 11. THE OWNER RESERVES THE RIGHT TO MOVE EQUIPMENT CONNECTION POINTS 5-FEET FROM THE POINT SHOMM IN THESE DRAWINGS. CONFIRM EXACT LOCATION OF CONNECTIONS POINTS WITH EXACT EQUIPMENT FURNISHED. 12. THE CONTRACTOR SHALL PROVIDE ALL FUSES REQUIRED FOR BUILDING POWER, INCLUDING ANY FUSES BLOWN DURING INITIAL TESTING. 13. BONDING JUMPERS SHALL BE INSTALLED TO INSURE CONTINUITY WHERE CONDUIT CONNECTIONS AT CONCENTRIC KNOCKOUTS ARE TO SERVE AS A GROUND. 14. THIS DRAWING COVERS FUEL PUMP. DISPENSERS AND MONITORING UNIT ONLY, SEE BUILDING ELECTRICAL DRAWINGS FOR ALL OTHER ELECTRICAL INFORIAATION. 15. VEEDER ROOT PANEL, VEEDER ROOT OVERFILL ALARM, AND PANEL "FS" TO BE FED FROM PANEL 16. REFER TO FE PETRO DHI AND STP -SC MANUALS FOR INSTALLATION AND MIRING DIAGRAMS. 1 REVIEWED FUR • CODE COMPLIANCE T N C FEB - g ?.305 1PST UQIT SNITCH, 20A, 125/277V RATED. +48'. LETTER DENOTES OUTLETS CONTROLLED MANUAL MOTOR STARTING SNITCH, HORSE POWER RATED #TH OVERLOADS sty O 1 umla Em RGENCY SHUT DOM PUSH BUTTON, +48' .UNCTION BOX - SIZE PER CODE 20A, 125V. 3W. SPECIFICATION GRADE, GROUNDED DUPLEX RECEPTACLE. +24" U.O.H. 20A, 125V, 3W, SPECIFICATION GRADE, GROuNDED DUPLEX RECEPTACLE, +48 GFI TYPE 4"92 x 2.2"D TELEPHONE/DATA J -80X, +113' V1TH 1' CONDUIT UP TO TRUSS SPACE MOTOR OUTLET, HORSEPIIIR NOTED. COMPLETE WITH CONNECTIONS AND FLEX EXPLOSION REVD TRANSFORMER, KVA AND VOLTAGE AS SHOWN IN CO IIECTION DETAILS NON FUSED DISCONNECT SNITCH, 30A, 3 POLE, 480 VOLT NEMA 3R OR AMP RATING NOTED. FUSED DISCONNECT %ITCCH, 30A. 3 POLE, 480 VOLT PEMA 3R OR AMP RATING NOTED_ COMBINATION FUSIBLE SWITCH MOTOR STARTER. 'CEiA SIZE 1 OR AS NOTED. ENCLOSURE SHALT. BE NEMA 12 TEH H SE1ECTOR SIITCH AND 120 VOLT 10CVA CONTRa TRANSFORMt'"R. 17. SEE DRAWING FS-7 FOR ELECTRICAL DETAILS FOR VEEDER ROOT SYSTEM, SYMBOL UST 5� AIMS _. CONDUIT SEAL AS REQUIRED FOR O.ASSFIED LOCATION FUSED SNITCH - 92E/POLE/FuSE NC'ED OR= BREAKER - -RIP NOTED EXISTING T CST COD ON wAti. CR C EILI% CONDUIT RUIN UNDERGROUND tiOmelUN TO PANEL BOARD OR OTHER TERMINATION PONT. Ater !NINON SAT WWII SMALL BE WORN 3/4"C - 2(2. 1 I2G WILMS OTHERWISE N01ED. cm.E 'Al SHAll E1E OWEN 0760 (PR/91 X18) (VR) CAF T SAIL OE ADEN /10634 (RS-4415) NLIMIR HOT NES IPIEUTIAL +CaAIED =WM I: w *+ - s1w INMI N.II. sus anger NE MAW CA NM mac' 3 R ta BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY *300 BURLINGAME - CA - 94010 TEL (650) 692-9911 FAX (650) 692 -0181 II NO. REVISION 7/14/05 DATE IT IS THE RESPONSIBIUTY OF � °ON LDCON ND DIT��IONNS � THEM VATH THE CONSTRUCTION ACTT V!T11ES. BEFORE S. COMMENCING SIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL. IMMEDIATELY BE REPORTED TO THE ARCNtTECT a 0 (9:: f LIU ZJ a °D CC °D Z < O o = >‘' Q rn- : WN 3 U�� Z J a DM IE .108 ti0. 1 W20/04 F _ _ r_ '..Nail, SCREEN WALL SEE STRUCTURAL DWGS. FOR INFORMATION AND COORDINATION FENCE SEE ARCHITECTURAL DWGS. FOR INFORMATION PIPE SUPPORT, TYP. T 0 • 6 . -9 " t 4 MAX. x x x x x x x x 6 : ;` DIA. EPDXY ANCHOR r 1P. 6 EACH SIDE OF THE TANK (ANCHOR EVERY OTHER CHANNEL ONL �I E 0 x T 6' -8" x 0 Pik SUPPORT DE'AIL scar: a/•' . i SLOPE 1/r 0 6•-8" 36' -1o" 46' -10" PLAN VIEW TANK SLA$ SECTION SCALE: 3/8" = 1' -0" • DER 1' 0 REF: 12,000 -GAL AST 0 x x x x walawlw. x 6'-8" OVEREXCAVATE 1 BELOW THE STRUCTURE RECOMPACT W 6" LETS TO 90% AASHTO DENSITY 3/16 x 211. 42 I Pi( SECrjOtt a SCALE: s 1/2 _ r-o' 0 MMINIM 6 ' -8 " x x - 1/2" PLATE O tR Mc IT I oP� Br eu 6' -9" 0 x 15 BAR IV.s.O E.W. i SCALE: 3/4' = 1'—d• r ?1& 89LLI►RD DETAIL NOTES : 1. CONSTRUCTION SHALL CONFORM TO LATEST UNIFORM BUILDING COOE AND LOCAL REGULATORY AGENCIES REQUIREMENTS. 2. ALL CONCRETE WORK SHALL COMPLY WITH ACI 301 & 318 LATEST EDITION. 3. ALL SLAB ON GRADE WORK SHALL BE DONE IN ACCORDANCE WITH ACI 302.IR. 4. CONCRETE SHALL BE: 2,500 psi 028 DAY STRENGTH 5. MAXIMUM SLUMP 4 ". WATER TO CEMENT RATIO: FROM .47 TO .53 6. AGGREGATE GRADATION AND QUALITY SHALL BE IN ACCORDANCE WITH ACI 302 -IR. 7. REINFORCEMENT SHALL BE ASTM A615 GR60. 8. MINIMUM CONCRETE COVER SHALL BE 3" TO EARTH, 2" TO SKY. 9. CONTRACTOR SHALL VERIFY AU.. PERTINENT DIMENSIONS PRIOR TO BEGINNING OF CONSTRUCTION. 10. CHANGES FROM THE CONTRACT DRAWINGS SHALL BE MADE ONLY WITH THE APPROVAL OF THE ENGINEER. 11. TANK FOUNDATION IS BASED ON 12,000 -GAL ACE TANK. DEBURR ALL EXPOSED EDGES BEFORE PAINTING K ��� 1 CODE 6 "• GALV. STL SCH. 40 PIPE, C� '? tE CONCRETE- F�.LED. PRIME AND PAINT SAFETY YELLOW � NOTES: ALL BOLLARDS 94&. BE GALWIRED STEEL SOT~ 4C r 2. 'Cd11RAC10t 4illti PANT BOLLARDS SAFETY M.LA .dIs .ww.rr..rMIN .t Oa ass adran.-. C � me anew a wow a lei+ T NO. REVISION U 0 CC F J H m Z 401) cc o co . p: cr<zi a o Z 3 3 < 1-.4e ,,Lu '45 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AlA 1555 BAYSHORE HWY 4300 BURLNGAME - CA - 94010 ■ TEL (650) 692- -9911 FAX (650) 692 -0361 ■ 7/14/0 51 DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY ALL FELD CONDITIONS AND COMPARE THEM IMTH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT • OVERFILL ALARM ELECTRICAL PANEL a 1 2 3 A �V=wwwwwwommillmommem (SEE NOTE 8) ACKNOWLEDGE. SWITCH le 5 e 4 e3 e 2 • 1 RIGID CONDUIT .cw►rr a�ar�o -.� AC . AC R : RIGID CONDUIT U 11-11A I Ci U LI LI C] LJ L.7 NO SCALE POWER SECTION • • • • • • • • • VEEDER - ROOT MONITORING PANEL (TLS -3000) r]UUUUC]UIouuw 2•.]CICJu zzzrr1ILI1II I: INTRINSICALLY SAFE SECTION NON HAZARDOUS AREA RIGID CONDUIT VEEDER ROOT — TLS 300C SYSTEM WIRING DIAGRAM 9 HAZARDOUS AREA JUNCTION BOX RIGID CONDUIT WEATHERPROOF JUNCTION BOX (1 PER PROBE) r etr WEATHERPROOF JUNCTION BOX (1 PER SENSOR) PROBE FROM SENSOR WEATHER PROOF JUNCTION BOX (1 PER SENSOR) FROM I ...OM110 .. Noes Immo Mr iw.w *...Ow V w lok dlowlw *as sea wwMM. robs e»01." A7'S'do. Ink tee MS'wile. elboNw sow us be wipM M Mf M OM MOWN mod , Wow Mw M i r wK M owa - pow. ma MAGNETOSTRICTIVE PROBE (1 REQ'D) •••1•.6.>»11 DISPENSER PAN SENSOR ( ) INTERSTITIAL SENSOR (1 REQ'D) NQTES: (TLS -3000) 1. THE WIRES BETWEEN THE MONITORS AND EACH PROBE/ SENSOR LOCATION MUST BE OF A TYPE DESIGNED FOR USE IN THE PRESENCE OF GASOUNE AND OIL AND MUST BE BETWEEN AWG 14 AND AWG 18. SHIELDED CABLE SHOULD BE USED FOR PVC CONDUIT OR FOR METAL CONDUIT THAT IS NOT PROPERLY SEALED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODES AND THE AUTOMOTIVE AND MARINE SERVICE STATION CODES SINCE THEY PASS FROM CLASS I, DIVISION I OR DIVISION 2 AREA INTO A NON - HAZARDOUS AREA. 2. CONNECT WITH # 12 AWG (OR LARGER) CONDUCTOR THE BARRIER GROUND TO THE EARTH GROUND BUS AT THE POWER DISTRIBUTION PANEL. 3. Q DENOTES FIELD WIRING CONNECTION USING WATER- PROOF CONNECTORS SUPPUED WITH THE PROBE(S) AND SENSOR(S). AS REQUIRED. 4, INTRINSICALLY SAFE WIRING SHALL BE INSTALLED IN ACCORDANCE WITH ARTICLE 504-20 OF THE NEC ANSI/NFPA 70, 1990. 5. TO MAINTAIN INTRINSIC SAFETY AND PROPER SYSTEM OPERATION, PROBE AND SENSOR WIRING MUST BE INSTALLED WITHIN SEALED CONDUIT. 6. ELECTRICAL RATING POWER INPUT 120 VAC, 50/60 HZ, 600 WATTS MAXIMUM. 7. REFER TO VEEDER -ROOT "SITE PREP AND INSTALLATION MANUAL," (MANUAL NO. 576013 -879) FOR MORE DETAILED INFORMATION ON THE INSTALLATION OF THE TLS -300C PANEL 8. REFER TO VEEDER -ROOT 'OVERFILL ALARM INSTALLATION GUIDE' (MANUAL NUMBER 576013 -589) FOR MORE INFORMATION ON THE INSTALLATION OF THE OVERALL ALARM & ACKNOWLEDGMENT SWITCH, 9. EXTERNAL ALARM & ACKNOWLEDGMENT SWITCH WILL BE ACTIVATED FOR ALL IN-TANK & SENSOR ALARMS. 10. CONTRACTOR TO PROVIDE VEEDER ROOT START -UP, TRAINING, AND PROGRAMMING: WEEKLY TANK TEST HIGH LEVEL WARNING AT 85% DEUVERY NEEDED AT 28' OFF BOTTOM REMOTE ALARM & ACKNOWLEDGMENT SWITCH WILL ACTIVATED FOR ALL IN -TANK ALAS E L:OMFU t Aono nuzfl FEB ; 2OJ" COMBIRAIIIE ItAaresAVAMfteViigai " MM .ft wwMINb.7.e., asessit NMI - *Ur rrid.tit • �.. L) ;uxWylb • • VIP. tiI,. /1119 Cleat Mgr aii s-a111 fat s* — r_ alValnitta �. • Z R NO. REVISION IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL FIELD cc ernONs AND COMPARE THEM MATH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS OMISS)ONS INO OR ANY OTHER Oh $SlF.HCIES DISCOVERED SHALL *MEDIA/ELY BE REPORTED TO THE ARCHITECT U a cc 0 CD .cE O � a� m w Z� II Z < CC ° UJ o V � c3 Z3 � w N l ✓ U �� 1 DATE DATE I JOB NO. 1D/20/04 20457.06 1 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1355 BAYSHORE HWY #300 BURLNGAME -- CA -- 94010 in TEL (650) 692 -9911 1111 FAX (6.50) 692-0181 ■ S • CANOPY FOUNDATION PLAN SCALE: 3/16 = ROUND OR SQUARE FOOTING 'MD. STRUCTURAL NOTES u 4 C. CA:\ - • ' • Ii • r 1 ' i • - ‘-/ - - P E M n - - 1. CODE I.B.C. --2003 2. ROOF LIVE LOAD --PF=25 P.S.F. (Pg=30 psf, 1=1.0, Ce=1.0, Ct=1.2) 3. WIND -- 85 M.P.H., EXPOSURE C. Iw=1.0 4. SEISMIC--D (le=1.0, Ss=133.7, S1=46.0, Sds=89.13, Sd1=47.2, R=2.5) (SIMPLIFIED Ve=1.2Sds/R*W= 0.428W/1.4= 0.306W(ASD)) 5. SOIL CAPACITY 1000 PSF+20% FOR EA. ADM_ FT. OF DEPTH. 6. CONCRETE FOOTING - -f PSI (MIN. 5.5 SACKS CEMENT PER CUBIC YARD) 7. REINFORCING STEEL- -ASTM A615. GRADE 60, FY=60KSI 8. HOT ROLLED STEEL SHAPES & PLATE - -ASTM A36, FY=36KSI (EXCEPT "W" SHAPES ARE A992, FY=50 KSI) 9. STRUCTURAL TUBING- -ASTM A500 GRADE B. Fy=46KSI 10. ALL STRUCTURAL STEEL TO BE RED PRIME PAINTED 11. COLD ROLLED STEEL SHEET. GALVANIZED- -ASTM A653 SO, GRADE 40, Fy=40 KSI. 12. ANCHOR BOLTS- -ASTAI A36, Fy = 36 ic.si I 3. WELDS - -E70 ELECTRODES-ALL WELLS E CERTIFIED WELDERS 14. BOLTS - -ASTkI A307 UNLESS NOTED. 15. GROUT= 2000 PS■ 16. CON TO VERI Fv AND CONFRI4 ALL C;MENSIONS AND CONDITIONS AND NOTIFY ENG OF ANY DISCREPANCIES PRIOR TO START OF WORK. AL:. WORK TO BE 'Pi ACCORD- ANCE WITi4 ALL APP La-CABLE CODES AND STANDARDS. A.-c. SCREWS AND BOLTS THRL.; DECK SAL. hA O SEALS. 8. FIASiiING, GUTTERS, ETC . ShAL_ SE CONSTRUCTED TC LEAK T AT THOR JOINTS OR SEAMS BY USE OF MAST:C. 7_ 9_ FABRICATION AND ERECTION Or STRUC7ORAL tiL V4ALL BE DONE IN ACCORDANCE MTH THE A4SC SF'ECIRCATION_ 20. Ti.( EavomoN AND DIREcT)04 OF T9E CANOPY DRAN PIPES IS PER THE ARCHrTECT'S/CML ENGINEER'S DRAWINGS. 2 . LOCATION AND SiZE OF CANOPY LIG/4TS AND ELECTRCAL CONDUITS IS PER THE AROInECTS/ELECTRICAL ENGINEER'S DRAWINGS. 22. PROVIDE cognmous sPEo". wisParom FOR INSTALLATION OF ALL HIGi STREWN Boos & nao WELDS BALL A LI. HIGH STRENGTH BOLTS USIPEG MSC'S TURN OF THE NUT METHOD- . . t - • . '-• , ig it a. w 0: (.0 0 N Li I BR5436 PEYTON - TOMITA AND ASSOCIATES 954 Town & Country Rd Orange, CA 92668 Ph:(71 4) 245-4930 Fax:(71 4) 245-4933 Mb. 111111.11111 111111111111 114. PLC 110111E AM MIL BR5436 'ma 114 CF-IA 0 0 N. As a • „..1; _ • ..•••11111. - +AM. • - •••■•••■•• "mow .11.•••■••• - ■•••■••••, - •■• ■••••• v.v.- • •••■-■••■•111111.Mon I • NO/B/P■ams ow, eb • 1 8 ' -4 " 8' -4" 25' -0" 8 ' - 4 „ GUTTER ACM FASCIA 9 -0" 76'-11" CANOPY FRAMING PLAN SCALE: 3/16' = 1' -0" CANOPY ELEVATION SCALE_ 3/16- = 1.-o- SHEAR SPLICE TYP. GUTTER 36' -O" 9' -O" 9 , -O " 15' - m () ANGLE STIFFENER MAY BE BROKEN AT THIS PURLIN • STRUCTURAL NOTES 1. CODE I.B.C. - -2003 2. ROOF LIVE LOAD - -PF =25 P.S.F. (Pg =30 psf, 1 =1.0, Ce =1.0, Ct =1.2) 3. WIND -- 85 M_P.H., EXPOSURE C, Iw =1.0 4. SEISMIC - -D (Ie =1.0, Ss =133.7, S1=46.0, Sds= 89.13, Sd 1 =47.2, R =2.5) (SIMPLIFIED Ve= 1.2Sds /R*W= 0.428W/1.4= 0.306W(ASD)) 5_ SOIL CAPACITY 1000 PSF +20% FOR EA. ADD'L FT. OF DEPTH. 6. CONCRETE FOOTING - -f'c =2500 PSI (MIN. 5.5 SACKS CEMENT PER CUBIC YARD) 7. REINFORCING STEEL - -ASTM A615, GRADE 60, FY =60KSI 8. HOT ROLLED STEEL SHAPES & PLATE - -ASTU A36, FY =36KSI (EXCEPT Ni" SHAPES ARE A992, FY =50 KSI) 9. STRUCTURAL TUBING—AS A500 GRADE B, Fy =46KSI 10. ALi STRUCTURAL STEEL TO BE RED PRIME PAINTED 11. COLD ROLLED STEEL SHEET, GALVANIZED - -ASTM A653 SO, GRADE 40, Fy =40 KSI. 2. ANCHOR BOLTS - -AST.' A36, Fy = 36 ks 13. WELDS - -E70 ELECTRODES–ALL WELDS BY CERTIFIED WELDERS 14. BOLTS - -ASTU 4307 UNLESS N0?ED. 15. GROUT= 2000 PS 16. CONTRACTOR TO VERit ' AND CONFIRIN AL . DIMENSIONS AND CONDITKAS AND NCT' ENGINEER OF AM' D!SCREPANCIES PRIOR TO START OF WORK. ALL WORK TO BE -N ACCORD – ANCE WTI AL_ APPL JCABLE CODES AND STANDARDS. 7_ ALL. SCREWS AND BOLAS – HRU DECK Si 4 +IAA TCP SEALS. 18. Ai FLASH NG, GUTTERS. ETC- SHALL BE CONS'RUC .TED TO BE LEAK TIGHT AT THEIR JO:NTS OR SEAMS BY LSE OF MASTIC. T 9. FABRICATION AND ERECTION OF STRUCTURAL ST EEL S % BE DONE N ACCORDANCE WITH THE AISC SPECiF)CATPON_ 20. THE ELEVATbON ANO OPRECTION OF "N( CANOPY DRAIN PIPES IS PER T •( ARCHITECT'S /CIVR. ENGi1i1EER`S DRAWINGS. 21_ LOCATION AND SZE OF CANOPY LiG,frs AND ELECTRICAL. CONDurTS IS PER THE ARCHTECT`5/ELECTRICAL ENGINEER'S ORAWNGS_ 22_ PROMRIE cottnNuous SPECMML NSPECDON FOR INSTALLATION OF ALL HIGH STRENGTH BOLTS & HELD WELDS. INSTALL AU. MGM STRDIGM BOLTS uSNG *C'S TURN OF THE ILA mETHOO_ - • r.._._ -, P.7 CODE COMPLIAKE. 9 2�ic. F -6 I LiP 9 a a. W 0 N BR5436 U J 2 4 r , O CC 41 F 4 0 W m PEYTON - TOPATA AIM ASSOCIATES 954 Town & Country Rd Orange, CA 92668 Ph:(714) 245 -4930 Fax:(714) 245 -4933 w O i MS NEE All NIL BR5436 i CS -1 A CS1.DWG 0 • I i t 1 W14x22 o U,_/ V W16x31 o TS12x1 25c 1/4 W14x22 w TS12x12x1/4 BEAM BRACE TO BEAM 12 PLCS. I W16x31 W16x31 W16x31 W16x31 . i TS12x12x1/4 x 1 `n M co : ` 1 F o x co W14x22 S2 - S12x12bc1/4 W14x22 W 14x22 TS 2x12x1/4 ° t 1 ' DTSl2xl2xl/4 0 � E 1 i � I TS 2x1 1/4 co ro x r � ; co ,O: :Q o I U O '4- x W14x22 (0 . TS12x12x1 /4 W16x31 `I- � 0 "' i O . < w cw . w ;c0 0 ® ' to .- TS12x12x1/4 n ,,,,_ II Q36-6 :.,,.., i : ! ,____ _ _ _____ + _ • 1 8 ' -4 " 8' -4" 25' -0" 8 ' - 4 „ GUTTER ACM FASCIA 9 -0" 76'-11" CANOPY FRAMING PLAN SCALE: 3/16' = 1' -0" CANOPY ELEVATION SCALE_ 3/16- = 1.-o- SHEAR SPLICE TYP. GUTTER 36' -O" 9' -O" 9 , -O " 15' - m () ANGLE STIFFENER MAY BE BROKEN AT THIS PURLIN • STRUCTURAL NOTES 1. CODE I.B.C. - -2003 2. ROOF LIVE LOAD - -PF =25 P.S.F. (Pg =30 psf, 1 =1.0, Ce =1.0, Ct =1.2) 3. WIND -- 85 M_P.H., EXPOSURE C, Iw =1.0 4. SEISMIC - -D (Ie =1.0, Ss =133.7, S1=46.0, Sds= 89.13, Sd 1 =47.2, R =2.5) (SIMPLIFIED Ve= 1.2Sds /R*W= 0.428W/1.4= 0.306W(ASD)) 5_ SOIL CAPACITY 1000 PSF +20% FOR EA. ADD'L FT. OF DEPTH. 6. CONCRETE FOOTING - -f'c =2500 PSI (MIN. 5.5 SACKS CEMENT PER CUBIC YARD) 7. REINFORCING STEEL - -ASTM A615, GRADE 60, FY =60KSI 8. HOT ROLLED STEEL SHAPES & PLATE - -ASTU A36, FY =36KSI (EXCEPT Ni" SHAPES ARE A992, FY =50 KSI) 9. STRUCTURAL TUBING—AS A500 GRADE B, Fy =46KSI 10. ALi STRUCTURAL STEEL TO BE RED PRIME PAINTED 11. COLD ROLLED STEEL SHEET, GALVANIZED - -ASTM A653 SO, GRADE 40, Fy =40 KSI. 2. ANCHOR BOLTS - -AST.' A36, Fy = 36 ks 13. WELDS - -E70 ELECTRODES–ALL WELDS BY CERTIFIED WELDERS 14. BOLTS - -ASTU 4307 UNLESS N0?ED. 15. GROUT= 2000 PS 16. CONTRACTOR TO VERit ' AND CONFIRIN AL . DIMENSIONS AND CONDITKAS AND NCT' ENGINEER OF AM' D!SCREPANCIES PRIOR TO START OF WORK. ALL WORK TO BE -N ACCORD – ANCE WTI AL_ APPL JCABLE CODES AND STANDARDS. 7_ ALL. SCREWS AND BOLAS – HRU DECK Si 4 +IAA TCP SEALS. 18. Ai FLASH NG, GUTTERS. ETC- SHALL BE CONS'RUC .TED TO BE LEAK TIGHT AT THEIR JO:NTS OR SEAMS BY LSE OF MASTIC. T 9. FABRICATION AND ERECTION OF STRUCTURAL ST EEL S % BE DONE N ACCORDANCE WITH THE AISC SPECiF)CATPON_ 20. THE ELEVATbON ANO OPRECTION OF "N( CANOPY DRAIN PIPES IS PER T •( ARCHITECT'S /CIVR. ENGi1i1EER`S DRAWINGS. 21_ LOCATION AND SZE OF CANOPY LiG,frs AND ELECTRICAL. CONDurTS IS PER THE ARCHTECT`5/ELECTRICAL ENGINEER'S ORAWNGS_ 22_ PROMRIE cottnNuous SPECMML NSPECDON FOR INSTALLATION OF ALL HIGH STRENGTH BOLTS & HELD WELDS. INSTALL AU. MGM STRDIGM BOLTS uSNG *C'S TURN OF THE ILA mETHOO_ - • r.._._ -, P.7 CODE COMPLIAKE. 9 2�ic. F -6 I LiP 9 a a. W 0 N BR5436 U J 2 4 r , O CC 41 F 4 0 W m PEYTON - TOPATA AIM ASSOCIATES 954 Town & Country Rd Orange, CA 92668 Ph:(714) 245 -4930 Fax:(714) 245 -4933 w O i MS NEE All NIL BR5436 i CS -1 A CS1.DWG 0 • I i t 1 BR5436 _ , 1 - ,,. - • A. I rua .n3a wous3o g 0 ."..N - - - i 1 ■ . I ROMMEI PEYTON — TOMFTA AM) ASSOCIATES 1 4 954 Town & Country Rd Orange, CA 92668 Ph:(714) 245-4930 Fax:(714) 245-4933 O. Li kin a. U..I oo ,akill 5 in .■ OD ■ ‚- I aC I • (11) 1 15820 INTERNATIONAL BLVD. 137, TUKWILA, WA 98188 2c Na ALE ma CS2A.DWG AO NIL BR5436 •111111111111 all CS — 2A own mem ia. A glb 0 0 + 16' — 0" 20GA GUTTER 3#14 TSF's EA. FRAME 22 GA. MIN. FLASHING Z2x1 x18GA © 4'-O" 0/C z 0 z 0 LU L.L.s 0 LU L_ LU L.LJ a (0 3#10 SMS PURLIN CARRY BEAM 20GA ASTM A653 SQ GRADE 40 DECK W/3" RIBS 0 16" 0/C FASTEN RIBS W/#14 SMS ENDS, PURLINS & MIDSPANS (8) #5 VERT. #3's 0 12 O.C., LAP 18 MIN. RE. NFORCI PG DE74... 0 ROJNQ rc • 3"0MIN. D.S. MAT'L PER LOCAL CODE 1/4 SECTION SCALE: NTS 1 1 4 1 6" I I .11 6" 1 1" z PL3/4x13"x1' - 6" STEEL COLLAR HEAVY MASTIC TS12x12 HEAVY HEX #3 TIES 12" 0.C. 8) #5 VERT. ..........1•111•••■•••••••••11=1.. (4 1" x 20" SQ. BASE PL. TYP. 1"0 A36 A.B.'s TYP. #3's 0 12" C.C. %/135` 400KS 3/4"DIA A307'S DECK CLIP (HEAVY DUTY 700# CAP.) ALTERNATE SIDES OF BEAM EA. RIB BOTH SIDES OF BEAM AT LAST 5 RIBS EA. END OF CANOPY 16" 20' ZNA I t BASE PLATE LAYOUT e vs. W14 DETAIL - 7•1 "N.M. SECTION SCALE: 1" = -0" DETAIL SCALE: NTS DIA AAL A3°7 (4) 3/4" DETAIL SCALE: NTS W16 SCALE: NTS 3/1 617 PL3/8"x6.1/2"x0 —9 */(6)3/4"*A307's W16 22 GA. MIN. FLASHING 1'—o 0 0 O 0 O 0 Z2x1x18GA 0 4'-0" 0/C 3#10 SMS L2 1/2x2x1/4 LLV PER PLAN W/#14's 48"o/c TO RIB PURLIN 411111\ DECK URLIN RIBS • & P (2714 SMS 1.40 I . • —• • — DECK , i• W16 0 0 L2x2x18GA STRAP FLG STAY L2x2x1/8 FLG STAY • • • ; ■•• L i ' •-■ • • 6 I _ ; 4 . i 1 - I • ; . ; • / -1/20A307 TYP_ OF FOUR W1 PL.3/8"x6.1/2"x0'-9" W/(3)3/4"0A307's SEE SECTION A FOR CAP PL. INFO. 3#14 TOP SEAL FASTENERS PER FRAME --- ,..J • • "C. ••"*.,I k Ir‘ ■ -••••••■••••••••■. --■•••^ - .. .•■••- ••■•••••■ ••••••••••••••••••••••••••■•■ - ••••••• •••••••••..•■Yr.s. • At. 0 tX) 0 In , 11.111.1*- Amor.* qe 0 " N 8 CS2 FLG. STAY © MIDSPAN i ' I . ........., ''......" 18'-3" 20'-8" PERIMETER GUTTER .....;...-. . ..;.,.■.- m.; m......4. - - 111 I i : L CANOPY FRAMING PLAN SCALE: 3/16" = 1'-0" 20 GA. PFW FASCIA x CD X OD X 00 (r) (i) CANOPY ELEVATION SCALE: 3/16" = 6" se; 41 I 18' - 3" CANOPY FOUNDATIO gamma. -......1•••• SCALE: 3/16" = 1'-O" WO , WW/IVIM■ PLAN 1. CODE I.B.C. --2003 2. ROOF LIVE LOAD --PF=25 P.S.F. (Pg=30 psf, 1=1.0, Ce=1.0, Ct=1.2) 3. WIND -- 85 M.P.H., EXPOSURE C, lw=1.0 4. SEISMIC--D (le=1.0, Ss=133.7, S1=46.0, Sds=89.13, Sd1=47.2. R=2.5) (SIMPLIFIED Ve=1.2Sds/R*W= 0.428W/1.4= 0.306W(ASD)) 5. SOIL CAPACITY 1000 PSF+20% FOR EA. ADD'L FT. OF DEPTH 6. CONCRETE FOOTING--fc=2500 PSI (MIN. 5.5 SACKS CEMENT PER CUBIC YARD) 7. REINFORCING STEEL--ASTM A615. GRADE 60, FY=60KSI 8. HOT ROLLED STEEL SHAPES & PLATE--ASTM A36, FY=36KS (EXCEPT "W'' SHAPES ARE A992, FY=50 KS) 9. STRUCTURAL TUBING--ASTM A500 GRADE B. Fy=46KSI 10. ALL STRUCTURAL STEEL TO BE RED PRIME PAINTED 11. COLD ROLLED STEEL SHEET, GALVANIZED--AST/A A653 SO, 12. 13. 14. 15. 1 6. STRUCTURAL NOTES GRADE 40, Fy=40 KSi. ANCHOR BOLTS--ASTM A36, Fy WELDS--E70 ELECTRODES-ALL WELDS BY CERTIFIED WELDERS \ co II BOLTS -ASTkt A307 UNLESS NOTED. GROLT= 2000 PSI CON TO VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS AND NO11FV ENGINEER OF ANY DISCREPANCIES PRIOR '0 START OF WORK. Aj WORK TO BE IN ACCORD- ANCE Wr1-4 Aii APPUCABLE CODES AND STANDARDS. 7. AL SCREWS _AN D BOLTS TiRU DECK S&L HAVE TOP SEALS. 1 8. Ck:TTERS. E7C. SHALL BE CONSTRUCTED TO BE LEAK 74c,t.. AT TIER JONTS OR SEAMS BY USE Or IAASnC. 9. FABRCArON AND EREC70N OF STRUC STEEL SHALL BE DONE FN ACCORDANCE WITH TI-+E AISC SPECIFICATION. 20. THE ELEVATION ANC DIRECTION OF rP4E CANOPY DRAiN PIPES IS PER ThtE ARCHITECT'S/CIVIL ENGINEER'S DRAWINGS. 21. LOCAT;Oht AND SIZE OF CANOPY LIGHTS AND ELECTRICAL CONDUTS IS PER Ti( ARO4TECT`S/C.ECTRICA4 ENGINEMS DRAWINGS 22_ PROVIDE CONTINUOLIS SPEOAL •SPECTNDN FOR INSTALLATION OF ALL HIGH STRENGTH BOLTS & FD *IUDS. 01"..m. ALL HIGH STRENGTH BOLTS USiNG MSC'S TURN OF THE NUT WNW. • - : ;‘,, 1 i • I ; TeN ‘)-1 I*E'Z D --- REl r:Thi"‘"'.--"j I t - COE' . ivvrwr, rots cr' 1 1 V 4 IP111 MIMIC BR5436 PEYTON - TOPATA AND ASSOCIATES 954 Town & Country Rd Orango, CA 92668 Ph:(714) 245-4930 Fax:(714) 245-4933 JAN >- a. 0 z >- � 1.11111•6 MOM N. CS 1 .DWG BR5436 MIMI IR. C S ' .1wP 1 .••■■■••■••••■•••■.110.....11•11..st CS2. DWG AO MIX BR5436 .0^•• • • 6 •4 • ; ii z LAvOJT 0 (NJ 20GA GUTTER 3 SECTION SCALE: NTS A CLEAR TYP 41 ,8) PCs VET. #3's 0 2" C.C. RE NFORCING DETAIL 0 ROUND FTG. Z2x1x18GA BRACKETS CD 4'—O" 0/C PL.3/4"x9"x1'-2" W/(4)3/4"0A307's 3'—O" SQUARE • • 41 OPTIONAL 3'—O" DIAMETER (8) #4 s VERT. 3/16\ 6 3/16/ 6 CARRYING BEAM 3#14 TOP SEAL FASTENERS PER FRAME STEEL COLLAR 3 / 1 6 V 3/4" x 16" SQ. BASE PL. NAT. GRADE — 3/4"0 A36 A.B.'s HEAVY HEX #3 TIES CO 12" 0.C. A s 0 12 O.C. RENFORCNG DETAIL 0 SOU AR FT G. (4) 3/4"DIA A307'S TYP. DECK CLIP ALTERNATE SIDES OF BEAM AT DECK RIBS, BOTH SIDES OF BEAM AT LAST RIB EA. END OF CANOPY 20GA ASTM A653 SQ GR 40 DECK W/3" RIBS © 16" 0/C FASTEN RIBS W/#14 SMS ENDS, PURLINS & MIDSPANS NJ Z2x1x18GA CO 4'—O" 0/C SECTION SCALE: 1" = 1'-0" DETAIL SCALE: NTS SPOT WELD OR (3) #10 SMS L2x2x18GA STRAP FLG STAY CO DECK RIBS & PURLIN (2 SMS DECK PURLIN 3#14 TOP SEAL FASTENERS PER FRAME ••• II. • •••• • BR5436 1 it a 0 LJ ° PEYTON - TOIAITA AM ASSOCIATES 954 Town & Country Rd Orange, CA 92668 Ph:(71 4) 245-4930 Fax:(71 4) 245-4933 03 0 • ls CS -2 111111111111 =NM all '. 46 t .,.•••••.• ••••• • •••••■ m•I•m• ••••-•■•• -••• 01111■ ••■■•••• •ffll."•• • ■••■■ ■■••••,. -•••••••••••••• - -- - ...... .••■• •••••••11.....■ N6 )160. N ig 411