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Permit D11-341 - PAPE - TENANT IMPROVEMENT
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. D11 -341 1290048 th Avenue South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page Code Exemption = 8rlef E plainatoty Desclriptim Statuteftle The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 57 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. TTT ici S AV 8V 006gT UdVd City ofI'ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http://www.TukwilaWA.gov Parcel No.: 0004800005 Address: 12900 48 AV S TUKW Suite No: Project Name: PAPE DEVELOPMENT PERMIT Permit Number: D1 1-341 Issue Date: 11/17/2011 Permit Expires On: 05/15/2012 Owner: Name: STRANDER FAMILY L L C II Address: PO BOX 88636 , TUKWILA WA 98138 Contact Person: Name: SARAH VALLUZZI Address: 1110 112 AV NE, SUITE 500 , BELLEVUE WA 98004 Contractor: Name: GRAHAM CONTRACTING LTD Address: 9709 THIRD AVE NE SUITE 208 , SEATTLE WA 98115 Contractor License No: GRAHACLO8OPH Phone: 425 - 463 -1623 Phone: 206 - 729 -8844 Expiration Date: 10/08/2013 DESCRIPTION OF WORK: NEW TENANT - TENANT IMPROVEMENT WORK INCLUDES INTERIOR PARTITION DEMOLITION, LIGHTING UPGRADES, PLUMBING FIXTURE UPGRADES, NEW CASEWORK, INTERIOR FINISHES AND ONE (1) NEW EXTERIOR WINDOW. Value of Construction: $190,000.00 Fees Collected: $3,658.26 Type of Fire Protection: AFA International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0008 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D11-341 Printed: 11 -17 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: N N Water Main Extension: Water Meter: N Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complied Number: 0 Start Time: Volumes: Cut 0 c.y. Start Time: Private: Profit: N Private: Date: Size (Inches): 0 End Time: Fill 0 c.y. End Time: Public: Non - Profit: N Public: ed this permit and know the same to be true and correct. All provisions of law and ordinances hether specified herein or not. e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this development permit and agree to the conditions attached Date: /7 // 7/7/ The granting of this permit does not pres construction or the performance of work. to this p Print Name: lC VA • \--A-D-103_, 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. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 6: 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. doc: IBC -7/10 D11 -341 Printed: 11 -17 -2011 7: All construction shall be done in conforr a with the approved plans and the require of the International Building Code or International Residential e, International Mechanical Code, Washing tate Energy Code. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: 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. 15: ** *FIRE DEPARTMENT CONDITIONS * ** 16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 17: The propane tank installation and the diesel fuel tank installation require a separate fire department permit for each tank. Permits must be from the Tukwila Fire Prevention Bureau located at 444 Andover Park East, Tukwila WA 98188 206 - 575 -4407. 18: Any vehicle fueling operations must comply with International Fire Code Chapter 22, 38 and NFPA 30 and NFPA 72. 19: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1) 20: 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) 21: 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) 22: 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) 23: 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) 24: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 4 -3, 4 -4) doc: IBC -7/10 D11 -341 Printed: 11 -17 -2011 25: Egress doors shall be readily openable lithe egress side without the use of a key or s ial knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 26: 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) 27: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.8.1) 28: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 29: Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress 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. (IF'C 1011.1) 30: Every exit sign and directional exit sign shall have plainly legible letters not less than 6 inches (152 mm) high with the principal strokes of the letters not less than 0.75 inch (19.1 mm) wide. The word "EXIT" shall have letters having a width not less than 2 inches (51 mm) wide except the letter "I ", and the minimum spacing between letters shall not be less than 0.375 inch (9.5 mm). Signs larger than the minimum established in section 1011.5.1 of the International Fire Code shall have letter widths, strokes and spacing in proportion to their height. The word "EXIT" shall be in high contrast with the background and shall be clearly discernible when the exit sign illumination means is or is not energized. If an arrow is provided as part of the exit sign, the construction shall be such that the arrow direction cannot be readily changed. (IFC 1011.5.1) 31: Exit signs shall be illuminated at all times. To ensure continued illumination for a duration of not less 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) 32: Emergency lighting facilities shall be arranged to provide initial illumination that is at least an average of 1 foot -candle (11 lux) and a minimum at any point of 0.1 foot -candle (1 lux) measured along the path of egress at floor level. Illumination levels shall be permitted to decline to 0.6 foot -candle (6 lux) average and a minimum at any point of 0.06 foot -candle (0.6 lux) at the end of the emergency lighting time duration. A maximum -to- minimum illumination uniformity ratio of 40 to 1 shall not be exceeded. (IFC 1006.4) 33: Aisles leading to required exits shall be provided from all portions of the building and the required width of the aisles shall be unobstructed. (IFC 1013.4) 34: 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. 35: Maintain square foot coverage of detectors per manufacturer's specifications in all areas including: closets, elevator shafts, top of stairwells, etc. (NFPA 72- 5.5.2.1) 36: Maintain automatic fire detector coverage per N.F.P.A. 72. Addition/relocation of walls, closets or partitions may require relocating and/or adding automatic fire detectors. 37: Maintain fire alarm system audible /visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible /visual notification devices. (City Ordinance #2051) 38: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 39: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 40: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70) 41: Fire Department lock boxes shall be provided for access to all fire alarm panels and sprinkler risers. The appropriate key(s) for access shall be placed in the lockbox. Lockbox order forms must be obtained from the Tukwila Fire Department. The lockbox should be mounted so that it is readily visible and not over 60 inches high. (City Ordinance #2051) 42: The Tukwila Fire Department has changed keybox manufacturers, from Supra to Knox. Install a fire department Knox keybox. Contact the Tukwila Fire Prevention Office at 206 - 575 -4407 for ordering information. 43: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth doc: IBC -7/10 D11-341 Printed: 11 -17 -2011 in Table No. 803.5 of the International Buildi ode. 44: New and existing buildings shall have approved address numbers, building numbers or approved building identification placed in a position that is plainly legible and visible from the street or road fronting the property. These numbers shall contrast with their background. Address numbers shall be Arabic numbers or alphabet letters. Numbers shall be a minimum of 4 inches (102mm) high with a minimum stroke width of 0.5 inch (12.7mm). (IFC 505.1) • 45: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 46: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 47: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 48: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D11-341 Printed: 11 -17 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.pov Building Permit No. . [ (~ 34 I Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) 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** SITE LOCATION King Co Assessor's Tax No.: 000480-0005 Site Address: 12 9 0 0 48th Ave S Suite Number: - Floor. - Tenant NamePape D . W . , Inc . dba Ditch Witch NorthwesQew Tenant M Yes ❑..No Property Owners Name: Stander Family LLC II Mailing Address: P• O. Box 140 Kent, WA 98035 City state Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Sarah Valluzzi Mailing Address: 1110 112th Ave NE, Suite 500 Day Telephone: 425.463.1623 Bellevue, WA 98004 E -Mail Address: sarah.valluzzi@mulvannyg2.com City State Fax Number: 425.462.2076 Fax Number: Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Graham Construction Ltd Mailing Address: 9709 Third Ave NE, Suite 300 Seattle, WA 98115 Contact Person: Karl Pauly E -Mail Address: karlp@grahamus.com Contractor Registration Number: GRAHACLO 8 0 PH City State Zip Day Telephone: 2 0 6. 7 2 9. 8 8 4 4 Fax Number: 206.729. 8845 Expiration Date: October 8, 201 ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: MulvannyG2 Architecture Mailing Address: 1110 112th Ave NE, Suite 500 Bellevue, WA 98004 Contact Person: Russell H Hazzard E -Mail Address: russ . hazzard@mulvannyg2 . com City State "Lip Day Telephone: 425.463.2000 Fax Number. 425.463.2002 ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Engineers Northwest, Inc. Mailing Address: 6869 Woodlawn Ave NE, Suite 205 Seattle, WA 98115 Contact Person: Allen Tucker E -Mail Address: allent@engineersnw.com N 1Apptic tiemtForms- Applieanons On Line 12010 Apptiemions 7.2010 - Permit Application.doc Revised: 7 -2010 bA City State Zip Day Telephone: 206.525.7560 206.522.6698 Page I of 6 BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 190,000 Existing Building Valuation: $ 325,100 Scope of Work (please provide detailed information): Tenant improvement work includes interior partition demolition, lighting upgrades, plumbing fixture upgrades, new casework, interior finishes, and one (1) new exterior window. Will there be new rack storage? ❑ Yes ®.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 'For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of 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 "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 51 Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material.Srr/ery Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HMppltcunonsWonns- Appltcatinns On Ltnel2010 Applic uionss7 -2010 - Pennu Apphcntion.duc Rcs,sed! 1.2010 bh Page 2 of6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 "Floor 5,887 sf V -B B & F -1 2n1 Floor 958 sf V -B B 3'd Floor Floors thru Basement Accessory Structure' Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 'For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of 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 "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ® Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 51 Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1/2 "x 11" paper including quantities and Material.Srr/ery Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. HMppltcunonsWonns- Appltcatinns On Ltnel2010 Applic uionss7 -2010 - Pennu Apphcntion.duc Rcs,sed! 1.2010 bh Page 2 of6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant- This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). 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. BUILD OR AUTHOR Signati� �, Print Name: Dan Radonsk Mailing Address: 355 Goodpasture Island Rd Date: /CAA I Day Telephone: 541 .3 41.3 3 4 4 Eugene, OR 97401 City State Zip Date Application Accepted: ` /� �( f t Date Application Expires: [ f I Staff Initials: H:1ApplimtionsWorms- Apphrnaam On Line \2010 Appl.caxwnst7 -2010 - Petm,i Apphenn ..doe Revised: 7 -2010 hh Page 6 of 6 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.nov Parcel No.: 0004800005 Address: 12900 48 AV S TUKW Suite No: Applicant: PAPE RECEIPT Permit Number: D11 -341 Status: PENDING Applied Date: 10/18/2011 Issue Date: Receipt No.: R11 -02281 Payment Amount: $3,658.26 Initials: WER Payment Date: 10/18/2011 03:36 PM User ID: 1655 Balance: $0.00 Payee: GRAHAM CONTRACTING LTD TRANSACTION LIST: Type Method Descriptio Amount Payment Check 000113 3,658.26 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $3,658.26 2,214.40 1,439.36 4.50 doc: Receipt -06 Printed: 10 -18 -2011 INSPECTION NO. INSPECTION RECORD Retain a copy with permit L:1j- :4( PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project r A .Pf Type of Inspection: . F-L' 6. clo�( ,.4 Address: / 7_ 5 0 3 4 p,,, A L4 Date Called: ., R LJ 44 ga, 1 O..; Special Instructions: Date Wanted:. ' a•av i�- I I 5 -q P.m. Requester: Phone2 o; / --n/ 3 243 3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: peI titr+ — tit�Otom' bko .RI k <r)4-.4..t!Ai Inspe(6r: Date: ? -(�— (( n REINSPECT-ON FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 6 INSPECTION RECORD Retain a copy with permit INSPECTION *IO: PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 .D It - 3.1 I Project- A ��z r Type of Inspection: s (A it—Z-- /k 6 f. tk) VO I Address: . 1210s .4g �. Date Called: _ Special Instructions: _I ' L, &t 'j. ? X ,Ar1 /AVeed.— JJ1-ee i..j, �-/ Date Wanted:. _am, (Z ` l S —1) p.m. Requester: SoIF_c ! 'J- ()A1' v ,I U,TS fvv none No: -�(o — S'7 ( 334'1 aApproved per applicable codes. '1b Corrections required prior to approval. l COMMENTS: C,IA - ->16. 4n,aJPU-- Okf-61-412i. l e. icsf : tole 640 c yvNJ it` d 1a ` (144 44 i `i , __ �.._- . 11,11.1 j: uJ Ale J vr f--o if /t/ e )c . -/U ee.. - r. i i A (At J C /i-- 4 (A1----' j 7 a f`G !t' r- ejf . I,+' 4 'tC. A 31 44 e./4 , (I-- ,^ , 3 /U dY SoIF_c ! 'J- ()A1' v ,I U,TS fvv 0 awn f v v ,f1)1,' T� f` a ST. ht 4v i .I'- 4ovf L-A-" .(fc. Ave/ i.. , 2` _dd j - a-to ✓t ,J el':f i sue � 10 ,� _ .7 " 11-(]M tc14�(i" < id if.1 r4E CesJ; ?(P Si4 At 1t-J..S I be al LA-1C.1, S S. el i° b€M 4`fC 4-Ltrxt 4 Cie fiki." Insp or: Date:' )._ ! (S- 1 ( ri-REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (J € L iW 5 &. 8S o cO: n& • 1)4, INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ll (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 �'L PERMIT NO. Project: .f' ,�-- 1 '. J we .Sef Lb'� �%P...J it 44 (J I Type of Inspection: A Sias- c,'1. /1 C. Address: i 2-1 Co a 74 ,4 - Date C led f 'r'ilk. A 6 -_ Special Instructions: • c) K— r ,JU -f 0 f ,/if, Date Wanted:. - ` a.m. i2_ -Z - ^r/ P.m. Requester: Phone No- 1.O (49 -- S 7 f -- 33 4 r7 EApproved per applicable codes. orrections required prior to approval. • COMMENTS: , C , r ` 6 - •�/ lam' ,�-- 1 '. J we .Sef Lb'� �%P...J it 44 (J I A- z c ess: sf p. y -Th P 4.07., of r t e _ ere c.. e s S ii St 10 ,1-ed A (3? -e $ >4- • ,v'f- o v r 1/4l41 SSJJ. 62.q. c) K— r ,JU -f 0 f ,/if, •. M$r s ppJ,7- s, 14 (.,kf--16, z ti -..u3 r J•-).n n sr( % 'fr �- 6- 66 CI.4; •(4A i 1, — s, ! 4-t j 7 Ste' €mss ?\o s IJ4, 1,Jortfj N f e_ lip filo , lititA. Insp ctor. Date: 1 Z REINSPECTION FEE REQUIRED. Prior to next inspectiojfee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit Du-34 ( PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 � (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projec : Type of lnspectioq: Address: ± �/.a _'1106 (� AVE-- Date Called: Special Instructions: 0557 cv - 'r - s Date Wanted:. It -Z3 -1( a.m. ,cam Requester: Phone 7 6_S.1 i -33447 Approved per applicable codes. aCorrections required prior to approval. COMMENTS: PAd -kA t opf \.1 s f� J , A_Ia in.)tn.s lit, —T6' i` (-, •i'v 0 rot ., —1 A A-A — ice, ' i),<, S _._.. f (Inspecto Date: i- Z 3- ({ n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT N CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 �, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: ?)9 PE Type of Inspection: FDour-N4, Addres : 12 ''400 I/8 41/ S Date Called: Special Instructions: Date Wanted: / t/ / / Requester: Al/Q i< Phone No: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: EINSPECTION FEE R:4UIRED. r to next inspection, fee must be paid at 6300 Southcenter Blvd., Suife 100. Call to schedule reinspection. 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 2L/ /1- 4- ;67 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: i '1( L t J k c L. Fire Alarm: Type of Ins ection: Monitor: Address: 1 a.Q OD Suite #-: ti 8 S Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: j,,1 Date: 12 /1k (i i Hrs.: 1 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwilairrapce Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: I Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 a INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit l/ -3f //- V- dbi PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: ` k.■ ND WI kc_L Fire Alarm: Type of I,Ospection: Address: Jc pD Suite #: 0-44 Au-e---S Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: C r- 1)4 Sat ik-eics AS D: ScusS e I te.400frle <14 44 Sim e S k N iJo o.(:ce,. . CAI 44-4) tea) Sb - ix) , -- ...... .. _. -‘ sic NA is -r-z) a-06-573— - Yy3 7 . A Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy /Type: Inspector: - sr--,,s 'a— Date: /1- /b -1/ Hrs.: 1 $100.00 REINSPECTION -FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: I Company Name: Address: City: I State: I Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 1 i • INSPECTION NUMBER ra..wu+�..+�.�• .--.; ar,1 .q -Y.: INSPECTION RECORD Retain a copy with permit ; b ..�rw ++4r p,' i+ ��- E: 967 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 44 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407 Project: Sprinklers: - Fire Alarm: _ Type of Inspection: Address: Igq -D U Suite #: 9 6-1.,.e S Contact Person: Special Instructions: r Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: - Fire Alarm: _ c II I . �1�,..y .e< 14 /s To Cuj re el be u i cc S /4-1 . mk2• k e. d co" / kA yv S Occupancy Type: 3 . 917 60 //0 Sowti.. boa r2 r.(. .C/ for et. ' - Ng...... ‹.--. ., rt-i l b c. v i c es i pi Atot,v-e- C 1 I, si Co Ai -. w ci 5 (Ace 5 6.. J &S* Lt kwd� b0•1.. Needs Shift Inspection: Sprinklers: - Fire Alarm: _ Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: A.,,_ f-e3--_ .. Date: /1 /'-/u Hrs.: ' $100.00 REINSPEECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P.'113 h PAPS PROPERTIES, INC. I TENANT IMPROVEMENT 12900 48T" AVENUE SOUTH TUKWILA, WA 98168 "Le copy _ 9 Hazardous Materials List: Bulk Universal Hydraulic Tractor Fluid — three (3) 55 gallon drums (165 gallons) Waste Universal Hydraulic Tractor Fluid — 500 gallon tank See attachments for MSDS and location plan. Diesel Fuel —120 gallon tank See attachments for MSDS and location plan. Propane — 250 gallon tank See attachments for MSDS and location plan. b 1 31g CODE C D FOR MPIIANCE APPROVED NOV 15 2011 City of Tukwila BUILDING DIVISION RECEIVED OCT 18 2011 PERMIT CENTER PAPE PROPERTIES, INC. I TENANT IMPROVEMENT 12900 48TH AVENUE S TUKWILA, WASHINGTON 98168 48TH AVENUE SOUTH T x x x x x X o- -x -x= X x _____± .-x x x x ( x x x x- x_x_ - x (3) 55 GALLON DRUMS UNIVERSAL HYDRAULIC TRACTOR FLUID- 120 GALLON TANK DIESEL FUEL STING OIL/ WA SEPARATOR DN0 250 GALLON PROPANE TANK --s GALLON TANK WASTE UNIVER HYDRAULIC TRACTOR FLUID x -x x x -x - x_ -� X-----X__-X----X------K---- - x'_'_= x -n. - HAZARDOUS DOUS MATERIALS PLAN SCALE: 1" = 40'-0" 0 10' 20' 40' 1" = 40' -0" ➢ Use care around tanks, piping, tubing, valves, regulators and other equipment to prevent damage Use a broom instead of a shovel. > Do not shovel snow from roofs onto propane equipment. The weight of the snow /ice/icicle could damage propane equipment causing a leak. SAFE ACCESS Provide structurally sound access to propane equipment free from snow, ice, debris or other obstructions. In the event of an accidental release or spill out of doors, these actions should be taken: Evacuate immediate area. Eliminate all possible sources of ignition including heat, sparks and open flame. Provide maximum ventilation and shut off source(s) of leak if possible to do so safely. If cylinder or container is leaking, contact the nearest Suburban Propane supplier or local fire department. Never enter a vapor (white) cloud. Release without fire: Use a "fogging" hose stream of water to break up and dissipate propane into the atmosphere. Stay uphill and upwind of release at all times. Release with fire: Apply a direct stream of water to container in order to prevent overheating. Do not attempt to extinguish flame until source of leak is shut off. Water spray or "fog" should be used for adjacent areas and to dissipate liquid propane to atmosphere. Extinguishing Media: Class B fire- extinguishing media such as Halon, CO2, or dry chemical can be used. Water spray or fog is appropriate for surrounding areas. Do not extinguish flame until source of gas is shut off. Only those with specialized training should attempt fire fighting. For further information, refer to NPGA "Propane Emergencies" Text #7220. SECTION 11— OTHER INFORMATION Propane fired equipment may emit carbon monoxide in its flue gasses. CARBON MONOXIDE AND YOUR SAFETY WHAT IS CARBON MONOXIDE (CO)? You can't taste or smell CO, but it is a very dangerous gas, produced when any fuel burns. High levels of CO can come from appliances that are not operating correctly, or from a venting system or chimney that becomes blocked. CO CAN BE DEADLY! High levels of CO can make you dizzy or sick (see below). In extreme cases, CO can cause brain damage or death. - Headache - Shortness of breath - Dizziness - Nausea - Fatigue IF YOU SUSPECT CO IS PRESENT, ACT IMMEDIATELY! I . If you or a family member shows physical symptoms of CO poisoning, get everyone out of the building and call 911 or your local fire department. 2. If it is safe to do so, open windows to allow entry of fresh air, and turn off any appliances you suspect may be releasing CO. 3. If no one has symptoms, but you suspect that CO is present, call your propane retailer or a qualified service technician to check CO levels and your propane equipment. Item No. 1519278 SAF 5152 0908 TO HELP REDUCE THE RISK OF CO POISONING: > Have a qualified service technician check your propane system appliances and related venting systems annually, preferably before heating season begins. > Install UL -listed CO detectors on every level of your home. ➢ Never use a gas oven or range -top burners to provide space heating. > Never use portable heaters indoors unless they are designed and approved for indoor use. > Never use a barbecue grill (propane or charcoal) indoors for cooking or heating. ➢ Regularly check your appliance exhaust vents for blockage. SIGNS OF IMPROPER APPLIANCE OPERATION THAT CAN GENERATE HIGH CO LEVELS: > Sooting, especially on appliances and vents. > Unfamiliar or burning odor. ➢ Increased moisture inside of windows. FURTHER CONSUMER SAFETY INFORMATION We urge you to visit www.suburbanpropane.com for Consumer Safety Information prepared by the Propane Education & Research Council (PERC). Pamphlets called "Important Propane Safety information for You and Your Family," "Important Propane Safety Information for Users of Small Cylinders" (including cylinder transportation, storage and inspection procedures), an expansive "Propane Safety" booklet, weather /natural disaster information, and Suburban's Material Safety Data Sheet (MSDS) may be read and downloaded online. These documents are also available free of charge by calling Suburban at 1- 888 -223 -0029 and PERC pamphlets containing a Scratch and Sniff Test of propane odor can be purchased at 1-866-904-1075 or www.propanecatalog.com. SECTION 12 — CONTACT INFORMATION This Material Safety Data Sheet, issued September 2008, was prepared by Safety Services of Suburban Propane and supercedes January 2004. For further information write to: SUBURBAN PROPANE, L.P. Safety Services 240 Route 10 West P.O. Box 206 Whippany, NJ 07981 -0206 Or call: (973) 887 — 5300 DISCLAIMER: The information contained in this document is believed to be correct at the time of writing. NO WARRANTY OF MERCHANTABILITY, SUITABILITY FOR ANY SPECIFIC PURPOSE, OR ANY ASPECT REGARDING ITS INTENDED USE OR THE EXPECTED RESULTS TO BE OBTAINED ARE EXPRESSED OR IMPLIED. This information and the product furnished is done so on condition that the person(s) receiving them shall make their own determination as to the suitability of the product for any specific purpose, and that they assume any and all risks associated with that use. Item No. 1519278 SAF 5152 0908 IF YOU SMELL, HEAR OR SEE GAS 1. NO FLAMES OR SPARKS! Immediately put out all smoking materials and other open flames. Do not operate lights, appliances, telephones, or cell phones. Flames or sparks from these sources can trigger an explosion or fire. 2. LEAVE THE AREA IMMEDIATELY! Get everyone out of the building or area where you suspect gas is leaking. 3. SHUT OFF THE GAS. Turn off the main gas supply valve on your propane tank if it is safe to do so. To close the valve, turn it to the right (clockwise). 4. REPORT THE LEAK. From a neighbor's home or other nearby building away from the gas leak, call your propane retailer right away. If you can't reach your propane retailer, call 911 or your local fire department. 5. DO NOT RETURN TO THE BUILDING OR AREA until your propane retailer determines that it is safe to do so. 6. GET YOUR SYSTEM CHECKED. Before you attempt to use any of your propane appliances, your propane retailer or a qualified service technician must check your entire system to ensure it is leak -free. LIGHTING PILOT LIGHTS IF A PILOT LIGHT REPEATEDLY GOES OUT or is very difficult to light, there may be a safety problem. DO NOT try to fix the problem yourself. It is strongly recommended that only a QUALIFIED SERVICE TECHNICIAN light any pilot light that has gone out. YOU ARE TAKING THE RISK of starting a fire or an explosion if you light a pilot light yourself. Carefully follow all of the manufacturer's instructions and warnings concerning the appliance before attempting to light the pilot. APPLIANCE MAINTENANCE LEAVE IT TO THE EXPERTS. Only a qualified service technician has the training to install, inspect, service, maintain, and repair your appliances. Have your appliances and propane system inspected just before the start of each heating season. HELP YOUR APPLIANCES "BREATHE" Check the vents of your appliances to be sure that flue gases can flow easily to the outdoors; clear away any insect or bird nests or other debris. Also, clear the area around your appliances so plenty of air can reach the burner for proper combustion. DO NOT TRY TO MODIFY OR REPAIR valves, regulators, connectors, controls, or other appliance and cylinder /tank parts. Doing so creates the risk of a gas leak that can result in property damage, serious injury, or death. HAVE OLDER APPLIANCE CONNECTORS INSPECTED. Certain older appliance connectors may crack or break, causing a gas leak. If you have an appliance that is more than 20 years old, have a qualified service technician inspect the connector. Do not do this yourself, as movement of the appliance might damage the connector and cause a leak. FLAMMABLE VAPORS ARE A SAFETY HAZARD. The pilot light on your propane appliance can ignite vapors from gasoline, paint thinners, and other flammable liquids. Be sure to store flammable liquids outdoors or in an area of the building containing no propane appliances. DON'T RISK IT! If you cannot operate any part of your propane system, or if you think an appliance or other device is not working right, call your propane retailer or qualified service technician for assistance. Item No. 1519278 SAF 5152 0908 RUNNING OUT OF GAS DON'T RUN OUT OF GAS. SERIOUS SAFETY HAZARDS, INCLUDING FIRE OR EXPLOSION, CAN RESULT. > If an appliance valve or gas line is left open, a leak could occur when the system is recharged with propane. > If your propane tank runs out of gas, any pilot lights on your appliances will go out. This can be extremely dangerous. > A LEAK CHECK IS REQUIRED. In many states, a propane retailer or a qualified service technician must perform a leak check of your system before turning on the gas. EQUIPMENT AWARENESS KNOW HOW TO SHUT OFF YOUR GAS SUPPLY. Know where the gas supply shutoff valve to your premises valve is located. Tank and cylinder valves must be turned to the right (in a clockwise direction) to stop the flow of gas. MANUFACTURER'S INSTRUCTIONS. All new appliances will come with an owner's manual and manufacturer's instructions. Keep and consult them for correct operating and maintenance procedures. Contact the appliance manufacturer for replacement instructions, if needed. KNOW WHERE UNDERGROUND GAS LINES AND TANKS ARE LOCATED to avoid damaging them when digging or working on your premises. DO NOT STORE PROPANE CYLINDERS OR CONTAINERS INSIDE BUILDINGS. Customer to make sure regulator remains protected so operation will not be affected by the elements (rain, sleet, snow, ice, mud, debris). Regulator vent should be pointed down and be checked regularly. Customer to make sure building openings are not created and sources of ignition are not installed within the area of propane tanks, regulators, meters or propane equipment. BE PREPARED FOR WEATHER- RELATED EMERGENCIES FLOODING — If a flood is predicted for your area or your gas-fired appliance(s) or equipment has been submerged due to flooding: > Turn off the gas valve at the container or cylinder. > DO NOT turn the gas back on until a qualified service technician has checked the system. HEAVY SNOW OR ICE — Heavy accumulations of snow, ice or icicles falling from roof eaves on regulators, piping, tubing and valves may cause damage that could result in a gas leak. Regulator vents must remain clear of snow and ice to operate properly. Check the regulator vents on the propane system to be sure they are free of condensation, which if frozen, could cause a malfunction. If a regulator vent is clogged with ice or snow, contact Suburban Propane immediately. Appliance vents, chimneys and flues must be kept clear of snow and ice so appliances may vent properly, especially on roofs of mobile homes. Customer shall arrange for protection of regulators from the elements and, where applicable, for protection of piping, regulators, meters, etc. from the forces of accumulated snow /ice/icicles with a protective structure (contact your local building or fire official for guidance). When removing snow: Item No. 1519278 SAF 5152 0908 Propane does not contain any Class 1 or Class 2 ozone - depleting chemicals. Propane is not a listed marine pollutant. The Food and Drug Administration (FDA) has said propane is GRAS (generally recognized as safe) as a direct human food ingredient when used as a propellant, aerating agent and gas. Normal combustion products of propane are carbon dioxide, nitrogen and water vapor. Incomplete combustion of propane can produce carbon monoxide (CO), a toxic gas, and various aldehydes; an eye and nose irritant. These can be produced both by gas appliances and internal combustion engines. Propane systems must be tested and proven leak free prior to use. Refer to National Fire Protection Association (NFPA) 54 National Fuel Gas Code for further instructions. Keep away from all sources of ignition, including heat, sparks and open flames. Never check for leaks with a lit match or flame. Use an approved leak detector solution or electronic leak detector. All piping and equipment used for the handling, storage and use of propane must be specifically designed for that purpose. Refer to NFPA 54 National Fuel Gas Code and NFPA 58 Liquefied Petroleum Gas Code. OSHA 29 CFR 1910.110, DOT 49 CFR 172.700 and NFPA 58 all require that persons handling LP gases be specially trained in proper handling and operating procedures, which must be documented by the employer. Only qualified persons should transport, operate, service and/or install propane systems and containers. Propane vapor is heavier than air and can collect in low -lying areas, especially in the absence of wind or ventilation. Propane is a simple asphyxiant. Liquid propane can cause freeze burns, and appropriate personal protective equipment should be used whenever handling this product. Propane cylinders should always be stored in an approved location with relief valves in direct communication with the vapor space, and with service valves closed and plugged when not in use. Refer to NFPA 58 for details of specific storage requirements. Empty propane containers retain residue and should be treated as if full. Never drop or damage containers. Damaged or corroded and leaking containers should not be utilized. Contact your local Suburban Propane supplier immediately to report any problems. If container service valve fails to operate properly, discontinue use. Never insert any object into the pressure relief valve. Return unused propane to supplier for proper disposal. SECTION 9 — EXPOSURE CONTROLS Propane is Odorized: Propane smells like rotten eggs, a skunk's spray, or a dead animal. Some people may have difficulty smelling propane due to their age (older people have a less sensitive sense of smell); a medical condition; or the effects of medication, alcohol, tobacco, or drugs. Consider purchasing a propane gas detector as an additional measure of security. Item No. 1519278 SAF 5152 0908 Odor Fade: Odor fade is an unintended reduction in the concentration of the odor of propane, making it more difficult to smell. Although rare, several situations can cause odor fade: D The presence of air, water, or rust in a propane tank or cylinder D The passage of leaking propane through soil D The exposure to building materials, masonry or fabrics Since there is a possibility of odor fade or problems with your sense of smell, you should respond immediately to even a faint odor of gas. To learn what propane smells like, Customers unfamiliar with that smell should call Suburban's Safety Information Request Center at 1 -888 -223 -0029 and order the pamphlets called "Important Propane Safety Information for You and Your Family" and/or an expansive "Propane Safety" booklet to obtain a Scratch and Sniff Test, free of charge. Pamphlets can also be purchased through Propane Education & Research Council (PERC) at 1- 866 - 904-1075 or www.propanecatalog.com. Propane Gas Detectors: Propane gas detectors sound an alarm if they sense propane in the air. They can provide an additional measure of security in homes with little -used areas or with occupants who have difficulty smelling propane. Guidelines regarding propane gas detectors: > Buy only units that are listed by Underwriters Laboratories (UL). > Follow the manufacturer's instructions regarding installation and maintenance. ➢ Never ignore the smell of propane, even if no detector is sounding an alarm. Engineering Controls: Provide ventilation in enclosed areas where accumulation of vapors may provide a flammable mixture. Where flammable mixtures may be present, specially designed electrical systems must be used in accordance with NFPA 70 National Electric Code. Respiratory Protection: For general use no protection is required. Under emergency conditions, concentrations may be high enough to warrant supplied -air or self - contained breathing apparatus. Under these conditions, a flammable atmosphere is likely and precautions should be taken to avoid ignition. Eye Protection: Approved safety glasses should be used whenever filling and handling propane containers. Protective Clothing: To avoid skin contact with liquid propane, approved gloves that are impervious to propane should be worn along with clothing that will provide protection from liquid propane for the expected duration- of exposure. Other Protective Equipment: Safety shoes are recommended when handling cylinders. SECTION 10 — EMERGENCY AND FIRST AID PROCEDURES Contact with liquid propane can cause freeze burns similar to frostbite. Remove saturated clothing, shoes and jewelry immediately. Affected body parts should be gently flushed with or immersed in lukewarm water for 15 minutes. Seek medical attention. If respiratory symptoms occur, get victim away from source and into fresh air. If breathing difficulties develop, qualified personnel may administer oxygen. If breathing or heartbeat cease, artificial respiration or cardiopulmonary resuscitation should be started immediately. Contact emergency medical responders at once. Item No. 1519278 SAF 5152 0908 MATERIAL SAFETY DATA SHEET EFFECTIVE SEPTEMBER 2608 Liame 1 -888- 223 -0029 pars la informaacion de la seguridad en el expanol Suburban Propane, L.P. P.O. Box 206 Whippany, NJ 07981 -0206 TRANSPORTATION EMERGENCY RESPONSE : CHEMTREC (800) 424 -9300 GENERAL ADDITIONAL INFORMATION: SAFETY SERVICES (973) 887 -5300 Product Name: Chemical Name: Chemical Family: Common Names: SECTION 1— PRODUCT IDENTIFICATION Commercial Odorized Propane Propane Petroleum Hydrocarbon Liquefied Petroleum Gas, LP -Gas, LPG, Bottle Gas SECTION 2 — PHYSICAL AND CHEMICAL CHARACTERISTICS BOILING POINT: - 44° F FLASH POINT: -156° F BULK DENSITY: 4.20 lbs. /gal. SPECIFIC GRAVITY: LIQUID: 0.504 VAPOR 1.50 GAS VOLUME (rl ATM PRESSURE & 60° F (Cu. Ft. gas/gal. Liquid): 36.38 VAPOR PRESSURE: 208 psig (4)100° F (ASTM) SPECIFIC HEAT of LIQUID: .630 BTU/LB. & 60° F FLAMMABILITY LIlvIITS (% BY VOLUME IN AIR): L.E.L.: 2.1 U.E.L-: 9.5 EXPANSION RATIO OF LIQUID TO GAS Q 14.7psia : 1 to 270 LIQUID BOIL -OFF TO PROPANE VAPOR ABOVE — 44 F°: 100% COMPONENTS CAS NO. PROPANE PROPYLENE BUTANES SULPHUR RESIDUAL MATTER ODORANT(S) 74-98 -6 115 -07 -1 106 -97 -8 7704-34-9 Various CORROSIVES PROPANE IS COLORLESS AND ODORLESS. PROPANE LS VERY STABLE POLYMERIZATION WILL NOT OCCUR. AN ADDED ODORANT GIVES PROPANE A STRONG UNPLEASANT SMELL. Information regarding the cffali Section 9 below. • • 25% 185 ppmw with no discoloration of Lead Acetate paper'• 0.05 ml after boil off of 100 ml liquid sample Odor concentration detectable in air of not over one -fifth of the lower limit of flammabSty per NFPA SE Not to exceed #1 grade copper strip test" veins or intensity of odorants. is set forth in Combined co sdt ed, =wise a minimum 97.45 % of the toed weigh! under Gar Proceaan At ociatioa (GPA) Standard 2140-97. " Based an American Society ofTetti.g and Materdt (43774 Standard D1835-91. SECTION 3 — PHYSICAL HAZARD DATA NFPA CLASSES: 4 - Severe 3 — Serious 2 — Moderate I — Slight 0 — Minimal *Ref NFPA 704 Item No. 1519278 SAF 5152 0908 PROPANE IS FLAMMABLE. PROPANE IS A SIMPLE ASPHYXIANT. Flammable Gas under pressure — Keep away from sources of ignition such as heat, sparks or flame. Vapor is heavier than air and may collect in low -lying areas. WHAT IS PROPANE? Propane (also called LPG- Liquefied Petroleum Gas or LP -Gas) is a liquid fuel stored under pressure. In most systems, propane is vaporized to a gas before it leaves the tank. Propane is highly flammable when mixed with air (oxygen) and can be ignited by many sources, including open flames, smoking materials, electrical sparks, and static electricity. Severe "freeze burn" or frostbite can result if propane liquid comes in contact with your skin. SECTION 4 — HEALTH HAZARD DATA Propane is a simple asphyxiant and care must be taken to provide adequate ventilation. Vapors can displace available oxygen for breathing in confined spaces. Odor may not provide adequate warning of potentially hazardous concentrations. Propane is heavier than air and may collect in low -lying areas in the absence of wind or ventilation. Liquid propane can cause freeze burns when brought into direct contact with body parts. r SECTION 5 — PRIMARY ROUTES OF ENTRY Eye: Although propane vapor is generally non - irritating, pressurized gas may inflict mechanical injury to the eye. Direct contact with liquid propane can cause freeze burns and resultant swelling of the eye. Skin: Contact with liquid propane can cause freeze burns similar to frostbite. Ingestion: Deemed unlikely. Inhalation: Simple asphyxiant. Extreme over exposure may cause dizziness, headache, disorientation, excitability, fatigue, coughing, vomiting, anesthesia, unconsciousness and death. SECTION 6 — EXPOSURE LIMITS COMPONENT PROPANE PROPYLENE BUTANES THRESHOLD LIMIT VALUE (TLV) NE NE NE PERMISSABLE EXPOSURE LIMIT (PEL) 1000 ppm NE 800 ppm PROPANE CAN DISPLACE OXYGEN REQUIRED FOR NORMAL RESPIRATION AND CARE SHOULD BE TAKEN TO PROVIDE ADEQUATE VENTILATION, ESPECIALLY TN CONFINED SPACES AND IN THE ABSENCE OF WIND. r SECTION 7 — TOXICOLOGICAL INFORMATION Propane is not listed in the latest edition of the National Toxicology Program Annual Report on Carcinogens, has not been found to be a potential carcinogen in the latest edition of the International Agency for Research on Cancer Monographs, and has not been identified as a carcinogen by OSHA. Upon review of USC Title 15 Chapter 23 Section 2601 commonly known as Toxic Substance Control Act (TSCA), Propane has not been found to be a chemical whose manufacture, processing, distribution in commerce, use, or disposal to present an unreasonable risk of injury to health or the environment. Item No. 1519278 SAF 5152 0908 READ AND UNDERSTAND MATERIAL SAFETY DATA SHEET BEFORE HANDLING OR DISPOSING OF PRODUCT DANGERI 00449 TEXACO DIESEL 2 WARNING STATEMENT CAUSES SEVERE SKIN BURNS HARMFUL IF INHALED MAY BE HARMFUL IF ABSORBED THROUGH SKIN MAY CAUSE DIZZINESS AND DROWSINESS ASPIRATION HAZARD IF SWALLOWED --CAN ENTER LUNGS AND CAUSE DAMAGE COMBUSTIBLE LIQUID AND VAPOR USE ONLY AS A FUEL ATTENTIONI POSSIBLE CANCER HAZARD CONTAINS MIDDLE DISTILLATES WHICH MAY CAUSE CANCER BASED ON ANIMAL DATA PRECAUTIONARY MEASURES AVOID CONTACT WITH SKIN AND CLOTHING AVOID PROLONGED BREATHING OF MIST OR VAPOR KEEP CONTAINER CLOSED USE WITH ADEOUATE VENTILATION WASH THOROUGHLY AFTER HANDLING KEEP AWAY FROM HEAT. SPARKS. AND FLAME NEVER SYPHON BY MOUTH FIRST AID INGESTION: .. If swallowed, get immediate medical attention. ONLY induce vomiting as directed by a doctor. Never give anything by mouth to an unconscious or convulsing person. INHALATION: Remove to fresh air. If not breathing. give artificial respiration. If breathing is difficult, qualified personnel may administer oxygen. Get immediate medical attention. EYE CONTACT: Flush eyes with plenty of water for several minutes. Get medical attention if eye irritation persists. SKIN CONTACT: Immediately flush skin with large amounts of running water for at least 15 minutes. Remove contaminated clothing and shoes. Get medical attention immediately. Wash-clothing before reuse. Destroy non - resistant footwear. NOTE TO DOCTOR: NOTE TO PHYSICIAN: Aspiration of this product during induced emesis can result in lung injury. If evacuation of stomach contents is considered necessary, use method least likely to cause aspiration. such as gastric lavage after endotracheal .intubation. FIRE In case of fire, use foam, dry chemical. or CO2. Use water spray to keep containers cool. Chemical /Common Name CAS No. Range in % A complex mixture of hydrocarbons produced by N.A. 100.00 the distillation of crude oil. Consists pre- dominantly of hydrocarbons ranging from_C -6 to C- 20.and boiling in the range of 325 -675F. Product also contains some hydrocarbons pro- duced by the distillation of products from a catalytic cracking process. The latter mater- ials contain bicyclic and tricyclic aromatic hydrocarbons. The product may be hydrotreated or hydrodesul furtzed. Product is hazardous according to OSHA (1910.1200). HMIS National Fire Protection Association Health : 3 Reactivity : 0 Health : 2 Reactivity : 0 Flammability: 2 Special . - Flammability: 2 Special - DOT Proper Shipping Name: Fuel 011, 2 Page: 7 N.D. - Not Determined N.A. - Not Applicable N.T. - Not Tested < - Less Than o - Greater Than 's. -PRQDUCJ- I�.O0DE.•'00448.,., PRODUCT NNi1ME: TEXACO'DIESEL 2 16. PRODUCT LABEL (CONT) - •'Supereedas:`: C9/06/89Y? DOT Hazardous Class : Combustible liquid NA1993 CAUTION: Misuse of empty containers can be hazardous. Empty containers can be hazardous if used to store toxic, flammable, or reactive materials. .Cutting or welding of empty containers might cause fire, explosion or toxic fumes from residues. Do not pressurize or expose to open flame or heat. Keep container closed and drum bungs in place. Manufacturer's Name: Texaco Refining and Marketing, Inc. P.O. Box 52332 Houston, TX 77052 TRANSPORTATION EMERGENCY Company: (914) 831-3400 CHEMTREC: (800) 424 -9300 HEALTH EMERGENCY Company: (914) 831 -2400 12. DISPOSAl.CONSIDERATIONS WASTE DISPOSAL METHODS This product has been evaluated for RCRA character let ice and does not meet the criteria of a hazardous waste if discarded in its purchased form. Under RCRA, it Is the responsibility of the user of the product to deter- mine at the time of disposal. whether the product meets RCRA criteria for hazardous waste. This is because product uses. transformations, mixtures, processes, etc. may render the resulting,materiale hazardous. REMARKS None 13. TRANSPORT INFORMATION TRANSPORTATION DOT: PROPER SHIPPING NAME: Fuel 011, 2 HAZARD CLASS: Combustible liquid IDENTIFICATION NUMBER: N.D. LABEL REQUIRED: N.D. IMOG: IATA: TOG: PROPER SHIPPING NAME: PROPER SHIPPING NAME: PROPER SHIPPING NAME: N.D. N.D. N.D- NA1993 14. REGULATORY INFORMATION A. SARA TITLE III • Title III Section 302/304 Extremely Hazardous Substance: Component CAS No, Percent R 105) NONE •. -. CERCLA- -Sectten- 102110- HAZAPdO is SiibAtance Component CAS No. NONE Title III Section Acute Chronic A x Title III Section Component NONE Percent RQ (Ibs) 311 Hazard Categorization Fire Pressure Reactive Not Applicable x 313 Toxic Chemicals CAS No. Percent B. WHMIS CLASSIFICATION NA C. MICHIGAN CRITICAL MATERIALS No critical materials present. TPO (1bs) i5. OTHER INFORMATION THIS PRODUCT IS INTENDED FOR USE AS A MOTOR FUEL ONLY. THIS PRODUCT IS NOT INTENDED FOR USE IN SPACE HEATERS. DO NOT USE IN AGRICULTURAL SPRAYS. DO NOT USE THIS PRODUCT IN SPRAY APPLICATIONS. Texaco recommends that ell exposures to this product be minimized by strictly adhering to recommended occupational controls procedures to avoid any potential adverse health effects. THE INFORMATION CONTAINED HEREIN IS BELIEVED TO BE ACCURATE. IT IS PROVIDED INDEPENDENTLY Page: 5 _ N.D --Not Determined - N.A. - Not Applicable N.T. - Nnt Toe.e.1 15. OTHER INFORMATION (CONT) . _ Oats*I- cued.— . o51a Supersedes: O9 /o6 /8B;;M . OF ANY SALE OF THE PRODUCT FOR PURPOSE OF HAZARD COMMUNICATION AS PART OF TEXACO'S PRODUCT SAFETY PROGRAM. IT IS NOT INTENDED TO CONSTITUTE PERFORMANCE INFORMATION CONCERNING THE PRODUCT. ND EXPRESS WARRANTY, OR IMPLIED WARRANTY OF MERCHANTABILTIY OR FITNESS FOR A PARTICULAR PURPOSE IS MADE WITH RESPECT TO THE PRODUCT OR THE INFORMATION CONTAINED HEREIN. DATA SHEETS ARE AVAILABLE FOR ALL TEXACO PRODUCTS. YOU ARE URGED TO OBTAIN DATA SHEETS FOR ALL TEXACO PRODUCTS YOU BUY, PROCESS. USE OR DISTRIBUTE AND YOU ARE ENCOURAGED AND REOUESTEO TO ADVISE THOSE WHO MAY COME IN CONTACT WITH SUCH PRODUCTS OF THE INFORMATION CONTAINED HEREIN. TO DETERMINE APPLICABILITY OR EFFECT OF ANY LAW OR REGULATION WITH RESPECT TO THE PRODUCT, USER SHOULD CONSULT HIS LEGAL ADVISOR OR THE APPROPRIATE GOVERNMENT AGENCY. TEXACO DOES NOT UNDERTAKE TO FURNISH ADVICE ON SUCH MATTERS. Date: 12 -05 -90 _ New X Revised, Supersedes: 09 -06-99 Date Printed: 12 -11 -90 Inquiries regarding MSDS should be directed to: Texaco Inc. Manager. Product Safety P.D. Box 509 Beacon, N.Y- 1250e— PLEASE SEE NEXT PAGE FOR PRODUCT LABEL Page: B M.D. . - Not Determined • N.A. - Not Anolirebie N T - •...• • PRODUCT'CODE: 00449'- . . Date Issued: 12/05/50::- ' /„... PRODUCT NAME: TEXACO DIESEL 2 • Supercedes: 09/06/89 4. FIRST AID MEASURES (CONY) Inhalation: Remove to fresh air. If not breathing, give artificial respiration. If breathing is difficult, qualified personnel may administer oxygen. Get immediate medical attention. Other Instructions: Remove and dry -clean or launder clothing soaked or so,1 led with this material before reuse. Dry cleaning of contaminated clothing may be more effective. than normal laundering. Inform individuals responsible for cleaning of potential hazards associated with handling contaminated clothing. NOTE TD PHYSICIAN: Aspiration of this product during induced emesis can result in lung injury. If evacuation of stomach contents Is considered necessary, use method least likely to cause aspiration, such as gastric lavage after endotracheal intubation. 5. FIRE - FIGHTING MEASURES Ignition Temp. Degrees F.: 500 Flash Point Degrees F. (Method): 160 F (PM) Flammable Limits (X) Lower: 0.52 Upper: 4.10 Recommended Fire Extinguishing Agents And Special Procedures:, According to NFPA Guide. use water spray, dry chemical, foam• or carbon dioxide. Water or foam may cause frothing. Use water to cool fire- exposed containers. If a leak or spill has not .ignited, use water spray to disperse the vapors and to provide protection for persons attempting to stop the leak. Unusual or Explosive Hazards: None B. ACCIDENTAL RELEASE MEASURES (Transportation Spills Call: CHEMTREC (800) 424 -8300) Procedures in Case of Accidental Release, Breakage or Leakage: Ventilate area. Avoid breathing vapor. Use self - contained breathing apparatus or supplied air for large spills or Confined areas. Contain spill if possible. Wipe up or absorb on suitable materiel and shovel up. Prevent entry into sewers and waterways. Avoid contact with skin, eyes or clothing. 7. HANDLING AND STORAGE Precautions to be Taken in Handling and Storage: Store away from heat and open flame. A placard is required Only when material is contained in packaging or container that exceeds 110 gallons. or in tank car or tank truck. Transport, handle, and store in accordance with OSHA Regulation 1910.106 and applicable Doi Regulations. Eye wash and safety shower should be available nearby when this product is handled or used. 8. EXPOSURE CONTROLS /PERSONAL PROTECTION Protective Equipment (Type) Eye /Face Protection: Chemical -type goggles or face shield recommended to prevent eye contact. Page: 3 N.D. - Not Determined N.A. - Not Applicable N.T. - Not Tested < - Lose Than > - Greater Than PRODUCT,CODE - "'fi'�; i'--� ;r' .- - 0ate-Izsued:° ^:12/05 /90F,T. PRODUCT' NAME:•re*i IS$L 2 ' Supercedes:' 09/06/89 8. EXPOSURE CONTROLS /PERSONAL PROTECTION (CONT) Skin Protection: Protective clothing such as uniforms, coveralls or lab coats must be worn. Launder or dry -clean when soiled. Gloves resistant to chemicals and petroleum distillates'required. When handling large quantities. impervious suits, gloves, and rubber boots must be worn. Respiratory Protection: Airborne concentrations should be kept to lowest levels possible. If vapor, mist or dust is generated. use respirator approved by MSHA or NIOSH as appropriate. Supplied air respiratory protection should be used for cleaning large spills or upon entry into tanks, vessels, or other confined spaces. See below for applicable permissible concentrations. Ventilation: Local exhaust ventilation recommended if generating vapor, dust, or mist. If exhaust ventilation is not available or inadequate. use MSHA or NIOSH approved respirator as appropriate. Exposure Limit for Total Product: None established. 9. PHYSICAL AND CHEMICAL PROPERTIES Appearance and Odor: Clear and bright liquid Percent VOC: 100 . Vapor Density: N.D. Air.i Solubility in Water:' N.D. Boiling Point (Degrees F.): 650 Specific Gravity: 0.852 (H20.1) pH of undiluted product: N.A. Vapor Pressure: low mmhg Viscosity: 3.0 cSt a 100F Other: - 10. STABILITY AND REACTIVITY This Material Reacts Violently With: (If others 1s checked below, see Air Water Heat Strong Oxidizers Others None of These Y Comments: None' Comments for details) Products Evolved When Subjected to Meat or Combustion: Toxic levels of carbon monoxide, carbon dioxide, irritating aldehydes and ketones. Hazardous Polymerizations: OCCUR DO NOT OCCUR X 11. TOXICOLOGICAL INFORMATION TOXICOLOGICAL INFORMATION(ANIMAL TOXICITY DATA) Median Lethal Dose '(LD50 LC60) (Species) Orel: Similar product 9.0 ml /kg (rat): practically non -toxic Inhalation: N.D. Dermal: Similar product >5 g /kg (rabbit): practically non -toxic Irritation Index. Estimation of Irritation (Species) Skin: Similar product 6.9/8.0 (rabbit): extremely irritating Eyes: Similar product <15/110 .(rabbit): no appreciable effect Sensitization: N.D. Other: Middle distillates have caused skin irritation and skin cancer in laboratory animals when repeatedly applied and left in place between applications. Studies to further evaluate the carcinogenic potential of middle distillates are currently underway. Kidney damage has also been observed in laboratory animals exposed to middle distillates. Page: 4 N.D. - Not Determined. < - Less Than N.A. - Not Applicable N.T. - Not Tested - Greater Than rT4 .^101 . r of . QCz TEXACO MATERIAL SAFETY DATA SHEET Date Issued': SUpercedes: • 12/05/90 .'::u: 09/06/99': NOTE: Read and understand Material Safety Data Sheet before handling or disposing of product 1. CHEMICAL PRODUCT AND COMPANY IDENTIFICATION MATERIAL IDENTITY Product Code and Name: 00449 TEXACO DIESEL 2 Chemical Name•and /or Family or Description: Diesel Fuel Manufacturer's Name and Address: Texaco Refining and Marketing, Inc. P.O. Box 52332 Houston, TX 77052 Telephone Numbers: TRANSPORTATION EMERGENCY Company: (914) 831 -3400 CHEMTREC: (800) 424 -9300 HEALTH EMERGENC Company: (914) 831 -3400 GENERAL MSDS ASSISTANCE (914) 838 -7204 TECHNICAL INFORMATION Fuels: (914) 838 -7336: Lubricants /Antifreezes: (914) 938-7509 Chemicals: (512) 459 -6543 2. COMPOSITION /INFORMATION ON INGREDIENTS Product and /or Component(s) Carcinogenic According to: Composition: • Chemical /Common Name - CAS No. A complex mixture of hydrocarbons produced by N.A. the distillation Of crude oil. Consists pre- dominantly of hydrocarbons ranging from C -6 to C-20.and boiling to the range of 325 -675F. Product also contains some hydrocarbons pro- duced by the distillation of products from a catalytic cracking process. The latter mater- ials contain bicyclic and tricyclic aromatic hydrocarbons. The product may be hydrotrea ted or hydrodesulfurized. Product is hazardous according to OSHA (1910.1200). OSHA IARC NTP dTHER NONE X Exposure Limit None established Range in % 100.00 3. HAZARD IDENTIFICATION EMERGENCY OVERVIEW Appearance DANGER! and Odor; Clear and bright liquid WARNING STATEMENT Health: Flammability: CAUSES SEVERE SKIN BURNS HARMFUL IF INHALED MAY BE HARMFUL IF ABSORBED THROUGH SKIN MAY CAUSE DIZZINESS AND DROWSINESS ASPIRATION HAZARD IF SWALLOWED - -CAN ENTER LUNGS AND CAUSE DAMAGE COMBUSTIBLE LIQUID AND VAPOR USE ONLY AS A FUEL ATTENTIONI POSSIBLE CANCER HAZARD CONTAINS MIDDLE DISTILLATES WHICH MAY CAUSE CANCER BASED ON ANIMAL DATA HMIS 3 NFPA Reactivity: 0 Health: 2 Reactivity: 0 Special: - Flammability: 2 Special: u n _ w.. n_. -�.__� Page: 1 - ". `PRDDUCEAMEIE.:• 'OD449.a ter" Date Ieeued:- 12/05/90 ' PRODUCT:NAME: TEXACO:.DIESEL 2 Supercedes: 09/06/89 3. HAZARD IDENTIFICATION (CONY) POTENTIAL HEALTH EFFECTS EYE SKIN INHALATION INGESTION Primary Route of Exposure: X X X _ Effects of Overexposure Acute Eyes: May cause irritation, experienced as mild discomfort and seen as slight excess redness of the eye. Skin: Prolonged or widespread skin contact may result in the absorption of potentially harmful amounts of material. Causes severe irritation with pain. severe excess redness and swelling with chemical burns, blister formation, and possible tissue destruction. Inhalation: Vapors or mist may cause irritation of the nose and throat, headache. nausea. _vomiting, dizziness_ drowsiness, euphoria, loss of coordination. and disorientation. In poorly ventilated areas or confined spaces. unconsciousness and asphyxiation may result. Ingestion: If more than several mouthfuls are swallowed, abdominal discomfort, nausea. and diarrhea may occur. Aspiration may occur during swallowing or vomiting resulting in lung damage. Sensitization Properties: - Unknown. Chronic: NIOSH has recommended that whole diesel exhaust be regarded as a potential occupational carcinogen, based on findings of 'carcinogenic responses In laboratory animals exposed to whole diesel exhaust. The excess cancer risk for workers exposed to diesel exhaust has not been calculated: the proba- bility of developing cancer should be decreased by minimizing exposure to the lowest feasible limits. Repeated skin contact may cause a persistent irritation or dermatitis. Medical Conditions Aggravated by Exposure: Because of its irritating properties, skin contact may aggravate an existing dermatitis (skin condition). Other Remarki: None 4. FIRST AID MEASURES Eyes: Flush eyes with plenty of water for several minutes. Get medical attention If eye irritation persists. Skin: Immediately flush skin with large amounts of running water for at least 15 minutes. Remove contaminated clothing and shoes. Get medical attention immediately. Wash clothing before reuse. Destroy non - resistant footwear. Ingestion: If swallowed, get immediate medical attention. ONLY induce vomiting as directed by a doctor. Never give anything by mouth to an unconscious or convulsing person. N.D. - Not Determined' 4 - Less Than Page: 2 N.A. - Not Applicable - Greater Than N.T. - Not Tested 7, 46 ""vu DUREN 'UNIVERSAL TRACTO HYDRAULIC FLUID 303 Section 302/(A) - Extremely Haiardous Substances 4.•••.1; RQ 0 Reportable Quantity TPQ = Threshold Quantity. .y. This product does not contain !zt*emely Hazardous Substances of SICtien 302/(A). • '- ', -- ,:::: • . _ . _ .. Clean linter Act ?„,.::,:i.k.- • . Under Section 311 (b) (4) of thi:clean Water Act, discharges of cs44e oil and petroleum products in segtiiimi or form to surface waters onSt'be ismediately reported to the National Response Centers (800) 424-8802. .,v.. 16. OMERINFORIMTION NPARRATOMOS SeaMOt finnmain04i RaseintrAt (Least-0, Slight=1, Modarate=2, Higb=3, Extreme=4). These values are obtained using the guidelines or•published evaluations prepared 11194k, National Fire Protection AssociatiOn (SIPA) or the National Paint-add Coating Association (for Sais ratings). • .',. ,Jea The above information is based on to of which we are aware and is berzi; believed to be correct as of the ' thereof. Since this information .- may be applied under conditions our control and with which we ney.i.; - be unfamiliar and since data made available canes:guest to the date hereof may suggest modification of theminfornation, we do not alum= any responsibility for the results fa:OP-5.0 use. The information is '4- farniakad upon condition that the person receiving it shall make his own determination of the suitability of the material for his particular purpose. Revision Numbers NA eon - Re Data Available Revision Dates NA e 01/1504 Nelbert DADT - Not AV labile Page 7 • VV/ •DUREa..WIVERSAL TRACTOR HYDRAULIC FLUID 303 CHEMICAL STA80JTY: Stable INCOMPATISILRY WITH OTHER MATERIALS: May react with strong oxidizing agents. HAZARDOUS P MIMMOOPM Polymerization will . not occur. 11. TOXICOLOGICAL INFORMATION EYE EFFECTIR No product toxicology data available. on data from similar materials. =MEMO'S: No product toxicology data available. on data from similar materials. ACRE ORAL ETFECTSs No product toxicology data available. data from similar materials. ACUTE ISMAUOM N EFFECTS: No product toxicology data available. on data from similar materials. The hazard evaluation was based The hazard evaluation was based The hazard evaluation was based The hazard evaluation was based • This product contains petroleum bane oils which may be refined by various processes including severe _Solvent extraction, severe bydrocracking, 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), or possibly carcinogenic to humans (Group 2A), or possibly carcinogenic to humans (Group -2B). In effect, the general toxicity of this product is low. Major routes of entry include inhalation of incidental fumes, mists or vapors. IP. ECOLOGICAL INFORMATION EC01t[Ys No data available. EM M CMMN RML FEMb This material is not expected to present any environmental problems other than those associated with oil spills. Revision NnMber, NA Revision Date: 01/15/93 MPS Number: DUNS NDA - No Data Available NA - Net available Page 5 DUREX.UNIVERSAL TRACTOR HYDRAULIC FLUID 303 1a DISPOSAL CONSIDERATIONS DMWOMPI.COMMONGUGNMES Remove sources of heat or ignition, provide adequate ventilation, contain leak. * ** Small Spills * ** Absorb with suitable material such as rags, straw or sand. Place into containers for later removal. * ** Large Spills * ** Contain spill in earthen dikes for later recovery. Report spills as required to appropriate authorities. HEM DISPOSAL: It is the responsibility of the user to determine if the material is a hazardous waste at the time of disposal. Check before disposing to sure you are in compliance with all applicable laws and regulations. RCRA Emergency Hotline Number is (800) 424-9346. 14. TRANSPORT INFORMA11ON The description shown may not apply to all shipping situations. Consult 49 CPR, or appropriate Dangerous Goods Regulations, for additional description requir1OmOnts (e.g., technical name)" and mode- specific or quantity - specific shipping requirements. DOT SHIPPING NAME: DOT HAZARD CLASS: DOT IDENTIFICATION RUINER: DOT PACKING GROUP: PETROLEOM LUBRICATING OIL, NOIRE NOT APPLICABLE NOT APPLICABLE NOT APPLICABLE 15. REGULATORY INFORMATION SARA TITLE III Section 313 - Toxic Chemicals This product does contain toxic chemicals of Section 313 of Title III Superfund Amendments and Reauthorization Act of 1986 (SARA) and 40 CFR Part 372. Comuonet:ts Zinc Dialkyldithiophosphates SARA 311 CATEGORIES: Oaf 68649 -42 -3 0 <1 1. Immediate (Acute) Health Effects: 2. Delayed (Chronic) Health Effects: 3. Fire Hazards 4. Sudden Release of Pressure Hazard: 5. Reactivity Hazard: 6. Not Applicable NO NO NO NO NO YES Revision Numbers RA Revision Date: 01/15/93 NODS Number: DRDT NDA - No Data Available NA - Not Available Page 6 uDIibdSAL TRACTOR HYDRAULIC FLUID 303 INHALATION: Remove to fresh air. Respiratory support, if necessary. Seek medical aid. INGESTION: Induce vomiting. Seek medical aid. INJECTION: Subcutaneous injection is a medical emergency. Seek medical aid immediately. NOT S TO PHYSICIAN: On ingestion, moil Saybolt viscosity-of about 300 SOS (100 deg F), the aspiration potential into the. lungs is minimal. However, large quantities should still be removed by lavage. 5. RRE ROHM= MEASURES R/INNIABLE FLASH POINT: COC 204 deg C (400 deg F) AUTOIGNITION: NDA FLAMMABILITY LIMITS (% by volume in air): Lower: NA Upper: NA ERTINGUISBING MEDIA: CO2, Dry Chemical, Foam, Rater Fog NFPA RANIUMb Halle; 1; Raadl:Aly 0 FOIE RGHTING INSIRUCTION8: For fires involving this material, do not enter any enclosed or confined fire space without proper protective equipment, including self contained breathing aratt:B Normal combustion forms carbon dioxide, water vapor and may produce oxides of sulfur and nitrogen. Incomplete combustion can produce carbon monoxide. 5. ANAL RELEASE MEASURES AOCRIBRAL RELEASE N (/4 -f000 ar 45I6 Stop the source of the leak or release. Clean up releases as soon as possible. Contain liquid to prevent further contamination of soil, surface water or groundwater. Clean up small spills using appropriate techniques such as sorbent materials or pumping. Where feasible and appropriate, remmve contaminated soil. Follow prescribed procedures for reporting and responding to larger releases. Revision Number: NA Revision Date: 01/15 /93 MSDS Number: DADS NDA - No Data Available NA - sot Available Page 3 DUREX•UNIVERSAL TRACTOR HYDRAULIC FLUID 303 7. HANDLING AND STORAGE HANDLSNG AND STORAGE DO NOT weld, heat or drill container. Residue may ignite with explosive violence if heated sufficiently. CAUTIONI Do not use pressure to empty drum or drum may rupture with explosive force. S. E7CPOSURE COKIROLMPERSONAL PROlECRON ENSBUNNSORCOKNAMM Use adequate ventilation to keep the airborne concentrations of this material below the recommended exposure standard. EYEJFACE PROTECTON: No special eye protection is usually necessary. SARI PROTECIlON: No special skin protection is usually necessary. Avoid prolonged or frequently repeated skin contact with this material. Skin contact can be minimized by wearing protective clothing. RESPIRATORY PROREN:IWH: No special respiratory protection is normally required. However, if operating conditions create airborne concentrations which exceed the recommended exposure standards, the use of an approved respirator is required. S. PHYSICAL AND CHEMICAL PROPERTIES PHYSICAL DESCRIPTION: Amber, clear, Liquid. pH: NDA VAPOR PRESSURE: NA VAPOR DENSITY (AIR■1): BOILING POINT: FREEZING POINT: MILTING, POINT: SOLUBILITY: SPECIFIC GRAVITY: EVAPORATION RATE: PERCANT VOLATILE (VOL): Nil Approx 343 deg C (650 deg F) NDA NA Insoluble in water. 0.88 115.6/15.6C (602) <1 10. STABILITY AND REACTTWTY HAZARDOUS DBOONPOS1110N PRODUCTS` CO2, (CO under incomplete combustion). Revision Number: NA Revision Date: 01/15/93 MSDS Number: DRUT NSA - No Data Available NA - Not Available Page 4 MATERIAL SAFETY DATA SHEET 1. CHEMICAL PRODUCT AND COMPANY IDENTIFICATION DUREX UNIVERSAL TRACTOR HYDRAULIC FLUID 300 2MACLAVEMSTABIM Christenson Oil 3747 N. SUTTLE ROAD PO BOX 17339 PORTLAND, OR 97217 EMERGENCY TELEPHONE NUMBEMS Transportation: Chemtrec (800) 424 -9300 OR (202) 483 -7616 PRODUCT INFORMATION 6 NSW REQUESTS: (503) 286 -1673 2. TION ON INGREDIENTS 100.0 % DUREX UNIVERSAL. TRACTOR HYDRAULIC FLUID 303 COMPONENTS AMOUNT UMIT/OTY AORNCYITYPE Lubricating base oil containing one or more of the following; 75 -93 % CAS #64742 -65 -0 64742 -88 -4 64741 -89 -5 64742 -53 -6 64742 -54 -7 HAZARD DATA: Anti -wear 6 VI Improver 8 -12 4 (contains Sins dithiophosphate) CAS* Mixture Pour Depressant < 1.0 % CASt Mixture GOMPOSS= COMMENT: All the components of thin material Act Chemical Substances Inventory. 5 mg /m3 (mist) 10 mg /m3 (mist) 5 mg /m3 (mist) ACGIH TWA ACM STEL OSHA PEL Oral LD50 (rat): >5g /kg Rye: Practically Non - Irritating Skin: Practically non - irritating Ihin LC 50 /4E(Rat): > 5,000 mg /m3 Eye: irritant Dermal: Irritant Eye and skin irritant are on the Toxic Substances Control Revision N:sdbers NA Revision Dates 01/15/93 11508 )umbers OROS NBA - ao Data Available NA - Not Available Page 1 DUREX UNIVERSAL TRACTOR HYDRAULIC FLUID 303 Thin product fits the ACGIU definition for mineral oil mist. The ACC'S TLV is 5 mg /m3, the OSHA PEL is 5 mg/m3. TLV STEL No C Al -5 - Threshold Limit Value TWA - - Short-term Exposure Limit TPQ - - Reportable Quantity PEL - - Ceiling Limit CAS - - Appendix A Categories () - Time Weighted Average Threshold Planning Quantity Permissible Exposure Limit Chemical Abstract service I Change Has Seen Proposed 3. HAZARDS IDENTIFICATION POWSEMALHEACIMEHRMNS EYE May be mildly irritating. SKD1: Transient, slight irritant. IIOESTWN: Low toxicity. If less than 1 or is ingested, material may pass through the system without harm. On ingestion of large quantities, slight GI discomfort, diarrhea, and headache may occur. INHALATION: Low risk of inhalation at ambient temperatures. Mists or fumes may cause drowsiness, dizziness, headache, nausea, or lung irritation or chemical pneumonitis. INJECTION: Subcutaneous or intramuscular injection may cause irritation, erythema, edema. CHRONIC EXPOSURE: Prolonged and /or frequent contact may cause drying, cracking (dermatitis) or folliculitis. OTHER SPECIAL EFFECTS: None expected. MEDICAL CONDITIONS AGGRAVATED Sr : None. 4. FIRST AID MEASURES USE Flush with large volumes of water. Seek physician if any complications arise. slaty: As a precaution, wash skin thoroughly with soap and water. Remove and wash contaminated clothing. Revision Number: NA Revision Dates. 01/15 /93 70305 numbers DROT RDA - No Data Available RA - Not Available Page 2 • 2009 Washington State Energy Code Com • liance Form for Nonresidential and Multifamil Residential Project Summary PRJ -SUM 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address 12900 48th Ave South Date 9/20/2011 Tukwila WA 98168 For Building Department Use Applicant Name: SME Inc of Seattle Applicant Address: 828 Poplar Place South Applicant Phone: 206- 391 -6874 FILE COPY bt13HI REVIEWED FOR CODE COMPLIANCE APPROVED NOV 15201 City of Tukwila BUILDING DIVISION RECEIVE OCT 18 2011 TER 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary LTG -1NT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info Project Address 12900 48th Ave South Date 9/20/2011 Tukwila WA 98168 For Building Department Use Applicant Name: SME Inc of Seattle Applicant Address: 82e Poplar Place South Applicant Phone: 206- 391 -6874 Project Description • • New Building • Addition 'A Alteration ■Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option 0 Prescriptive 0 Ligtking I A oll4a • t (See Qualification Checklist (over). Indicate °P're `•five & LPA 0 Systems Analysis spaces clearly on plans.) Alteration Exceptions (check appropriate box - sec. 1132.3) notit1anged • No changes are being made to the lighting and space use 'i Less than 60% of the fixtures new, installed wattage not increased, & space use not changed. Maximum Allowed Lighting Wattage Location (floor plan /room #) Occupancy Description Allowed Watts per fie " cross interior Area in fe Allowed x Area ** From Table 15 -1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts Proposed Lighting Wattage Location (floor plan /room #) Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Notes: 1. For proposed Fixture Description, indicate fixture type, lamp type (e.g. T-8), number of lamps in the fixture, and ballast type (if included). For track lighting, list the length of the track (in feet) in addition to the fixture, lamp, and ballast information. 2. For proposed Watts/Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. r 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamil Residential Exterior Lighting Summary LTG -EXT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Project Info ProjAddresl2900 48th Ave South Date 9/20/2011 Tukwila WA 98168 For Building Department Use Area (ft2), perimeter (If) or # of items Name: Std Inc of Seattle Appl. Name 828 Poplar Place South Appl.Phon(206 -391 -6874 Project Description • New • Addition 74 Alteration • Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Lighting Zone (as specified by Jurisdiction) 0 Zone 1 Zone 2 0 Zone 3 0 Zone 4 'Compliance Option I 0 Lighting Power Allowance 0 Systems Analysis Building Grounds (luminaires > 100 Watts) motion sensor • Efficacy > 60 lumens/W • Controlled by • Exemption (list) Alteration Exceptions (check appropriate box - sec. 1132.3) and space use not changed. No changes are being made to the lighting • Less than 60% of fixtures are new, installed wattage not increased, & space use not changed. Tradable Maximum Allowed Lighting Wattage Base Site Allowance: Tradable Surfaces Description xnowea vvans per ft2 or per If Area (fr), perimeter (If) or # of items Rnowea watts x fl2 (or x If) Total Allowed Tradable Watts raaabie Yroposea Llgiuing Wattage (use mfgr listed maximum input wattage for luminaire.) Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Total proposed tradable watts may not exceed the sum of total allowed tradable watts Total Proposed Tradable Watts plus the base site allowance. Any base site allowance not needed to make tradable watts comply can be applied to individual non - tradable categories. Non - Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining: Fixture Description Non - Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Non - Tradable Proposed Lighting Wattage Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Non - tradable proposed watts may not exceed allowed watts for any individual surface unless the total excess watts for all non - tradable surfaces are less than the remaining site allowance. Total excess Non - Tradable watts: Site Allowance Balance: 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Interior Lighting Summary (back) LTG -INT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Revised December 2010 Prescriptive Spaces Occupancy: 0 Warehouse or Parking Garage • Other Qualification Checklist Note: If occupancy type is "Other" and fixture answer is checked, the number of fixtures in the space is not limited by Code. Clearly indicate these spaces on plans. If not qualified, do LPA Calculations. Lighting Fixtures: (Section 1521) 0.85 • Check if 95% or more of fixtures comply with 1,2 or 3 and rest are ballasted. 1. Fluorescent fixtures with a) 1 or 2 two lamps, b) reflector or louvers, c) 5-60 watt T -1, T -2, T-4, T -5, T -8, or CFL lamps, and d) hard -wired electronic dimming ballasts. Screw -in CFL fixtures and tracking lighting do not qualify. 2. Metal Halide with a) reflector b) ceramic MH lamps < =150w c) electronic ballast 3. LED lights. TABLE 15 -1 Unit Lighting Power Allowance (LPA Use' LPA` (W /ft`) Use LPAL (W /ft`) Automotive facility 0.85 Office buildings, office/administrative areas in facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)5 0.91 Convention center 1.10 Parking garages 0.20 Courthouse 1.10 Penitentiary and other Group 1 -3 Occupancies 0.90 Cafeterias, fast food establishments', restaurants /bars5 1.20 Police and fire stations 0.90 Dormitory 0.85 Post office 1.00 Dweling Units 1.00 Retail10, retail banking, mall concourses, wholesale stores (pallet rack shelving) 1.33 Exercise center 0.95 School buildings (Group E Occupancy only), school classrooms, day care centers 1.00 Gymnasia, assembly spaces 0.95 Theater, motion picture 0.97 Health care clinic 1.00 Theater, performing arts 1.25 Hospital, nursing homes, and other Group I -1 and 1 -2 Occupancies 1.20 Transportation 0.80 Hotel /motel 1.00 Warehouses 0.50 Laboratory spaces (all spaces not classified "laboratory" shall meet office and other appropriate categories) 1.62 Workshops 1.20 Laundries 1.20 Libraries' 1.20 Plans Submitted for Common Areas Only' Manufacturing facility 1.20 Main floor building lobbies' (exicept mall concourses) 1.10 Museum 1.00 Common areas, corridors, toilet facilities and washrooms, elevator lobbies 0.80 Footnotes for Table 15 -1 1) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by 2% per foot of ceiling height above 20 feet, unless specifically directed otherwise by subsequent footnotes. 3) Watts per square foot of room may be increased by 2% per foot of ceiling height above 12 feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by 2% per foot of ceiling height above 9 feet. 6) Reserved. 7) For conference rooms and offices less than 150ft2 with full height partitions, a Unit Lighting Power Allowance of 1.1 w/ft may be used. 8) Reserved. 9) For indoor sport tournament courts with adjacent spectator seating over 5,000, the Unit Lighting Power Allowance for the court area is 2.60 W/ft2. 10) Display window illumination installed within 2 feet of the window, provided that the display window is separated from the retail space by walls or at least three - quarter- height partitions (transparent or opaque) and lighting for free- standing display where the lighting moves with the display are exempt. An additional lighting power allowance is allowed for merchandise display luminaires installed in retail sales areas that are specifically designed and directed to highlight merchandise. The following additional wattages apply: i. 0.6 watts per square foot of sales floor area not listed in items ii and iii below; ii. 1.4 watts per square foot of furniture, clothing, cosmetics or artwork floor area; or iii. 2.5 watts per square foot of jewelry, crystal or china floor area. The specified floor area for items i, ii, or iii above, and the adjoining circulation paths shall be identified and specified on building plans. Calculate the additional power allowance by multiplying the above LPDs by the sales floor area for each department excluding major circulation paths. The total additional lighting power allowance is the sum of allowances for sales categories I, ii, or iii plus an additional 1,000 watts for each separate tenant larger than 250 square feet in area. The additional wattage is allowed only if the merchandise display luminaires comply with all of the following: (a) Located on ceiling- mounted track or directly on or recessed into the ceiling itself (not on the wall). (b) Adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fodures with two points of track attachment). This additional lighting power is allowed only if the lighting is actually installed and automatically controlled, separately from the general lighting, to be turned off during nonbusiness hours. This additional power shall be used only for the specified luminaires and shall not be used for any other purpose. This additional lighting power is allowed only if the lighting is actually installed. 11) Provided that a floor plan, indicating rack location and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area (access side only) of the racks. The heiaht allowance defined in footnote 2 aoolies only to the floor area not covered by racks. 2009 Washington State Energy Code Compliance Form for Nonresidential and Multifamily Residential Lighting Power AI,Iowance Adjustments LTG -LPA 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential Project Address 112900 48th Ave South Revised December 2010 'Date 9/20/2011 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15-1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft2. Carry the Adjusted LPA to the corresponding "Allowed Watts per ft2" location on LTG-SUM. Adjusted Lighting Power Allowances (Interior) Location (floor plan /room #) Occupancy Description Allowed Watts per ft2 " Ceiling Height for this room Ceiling Height limit for this exception** Adjusted LPA Watts per f1? From Table 15 -1 based on exceptions listed in footnotes zuuu vvasnington taie tnergy coae uompnance rorm ror Nonresiaenuai arm iviuiuramny rcesiuenuai Exterior Lighting Summary (back) LTG -EXT 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential TABLE 15 -2B LIGHTING POWER DENSITIES FOR BUILDING EXTERIORS Revised December 2010 Specific area description Zone 1 500 W Zone 2 600 W Zone 3 750 W Zone 4 1300 W Base site allowance' Tradable Surfaces 2 Uncovered Parking Parking lots and drives Areas 0.04 W /ft2 0.06 W /ft2 0.10 W /ft2 0.13 W/ft2 Building Grounds Walkways less than 10 ft wide 0.7 W /linear foot 0.7 W/ linear foot 0.8 W/ linear foot 1.0 W/ linear foot Walkways I0 ft wide or greater Plaza areas Special feature areas 0.14 W /ft2 0.14 W /ft2 0.16 W /ft2 0.2 W /ft2 Exterior Stairways 0.75 W /ft2 1.0 W /ft2 1.0 W /ft2 1.0 W /ft2 Pedestrian tunnel 0.15 W /ft2 0.15 W /ft2 0.2 W /ft2 0.3 W /ft2 Landscaping 0.04 W/ft 0.05 W /ft2 0.05 W /ft2 0.05 Wift2 Building Entrances and Exits Main entries 20 W /linear foot of door width 20 W /linear foot of door width 30 W /linear foot of door width 30 W /linear foot of door width Other doors 20 W/linear foot of door width 20 W /linear foot of door width 20 W /linear foot of door width 20 W /linear foot of door width Entry canopies 0.25 W /ft2 0.25 W /ft2 0.4 W /ft2 0.4 W /ft2 Sales Canopies Free standing and attached 0.6 W /ft2 0.6 W/ft 0.8 W /ft2 1.0 W /ft2 Outdoor Sales Open areas; 0.25 W /ft2 0.25 W /ft2 0.5 W /ft2 0.7 W /ft2 Street frontage for vehicle sales lots in addition to "open area allowance No Allowance 10 W /linear foot 10 W /linear foot 30 W /linear foot Non - Tradable Surfaces' Building Facades No Allowance 0.1 W /ft2 for each illuminated wall or surfaces 0.15 W /ft2 for each illuminated wall or surface6 0.2 W/ft for each illuminated wall or surfacer Automated teller machines and night depositories 270 W per locations 270 W per locations 270 W per locations 270 W per locations Entrances and gatehouse inspection stations at guarded facilities 0.75 W /ft2 of covered & uncovered area Loading areas for law enforcement, fire, ambulance and other emergency service vehicles 0.5 W /ft2 of covered & uncovered area Material handling and associated storage No Allowance' No Allowance No Allowance 10.5 W /ft2 Drive -up Windows & Doors 400W per drive - through Parking near 24 -hour retail entrances 800 W per main entry FOOTNOTES FOR TABLE 15 -2B: 1. Base site allowance may be used in tradable or nontradable surfaces. 2. Lighting power densities for uncovered parking areas, building grounds, building entrances and exits, canopies and overhangs and outdoor sales areas may be traded. 3. Including vehicle sales lots. 4. Lighting power density calculations for the following applications can be used only for the specific application and cannot be traded between surfaces or with other exterior lighting. The following allowances are in addition to any allowance otherwise permitted in the "Tradable Surfaces" section of this table. 5. May alternately use 2.5 watts per linear foot for each wall or surface length. 6. May alternately use 3.75 watts per linear foot for each wall or surface length. 7. May alternately use 5 watts per linear foot for each wall or surface length. 8. An additional 90 watts is allowed per additional ATM location. STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. We get buildings built. ..`� PAPE PROPERTIES, INC 12900 48TH AVE S TUIWILA, WASHINGTON STRUCTURAL CALCULATIONS REMODEL EXISTING BUILDING September 2011 ENW JOB NO. 11000084 bt1 I REVIEWED FOR CODE COMPLIANCE APPROVED NOV 15 2011 City of Tukwila BUILDING DIVISION tap SCENE OCT 182011 CENTER 0 ® 6869 Woodlawn Avenue NE • Seattle, WA 98115 • 206.525.7560 • fax 206.522.6698 www.englneersnw.com 1 B -1.1 l N xN EXIST. 2x12 0 16-o/c 0 N X N 0 O f0 H2 C-1.1 r ‘,16 ij-1-ea B— .1 N X FN t0 0 PARTIAL EXIST FLOOR FRAMING PLAN = 1.--0- EXI wC Title : Dsgnr: Description : Scope : Date: Job # Rev: 510001 General Timber Beam Page 1 Description Header H1 General Information Section Name 5. Beam Width Beam Depth Member Type Bm Wt. Added to Load Dur. Factor Beam End Fixity Wood Density 125x13.5 5.125 in 13.500 in GluLam Loads 1.000 Pin -Pin 35.000 pcf Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No.1 10.88 ft ft ft Fb Base Allow Fv Allow Fc Allow E 2,400.0 psi 165.0 psi 650.0 psi 1,800.0 ksi Lu Lu Lu 1.33 ft 0.00 ft 0.00 ft Uniform Loads Uniform Loads Over Full Span Center DL Left Cantilever DL Right Cantilever DL Summary I 206.00 #/ft #/ft #/ft LL LL LL 1,433.00 #/ft #/ft #/ft Span= 10.88ft, Beam Width = 5.125in x Depth = 13.5in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,888.65 psi Fb 2,392.39 psi 0.947 : 1 24.5 k -ft 31.0 k -ft 24.50 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 31.04 fv 156.23 psi Fv 165.00 psi al 5.440 ft at 0.000 ft Maximum Shear *1.5 Allowable Shear: Reactions... Left DL Right DL Beam Design OK 10.8 k 11.4 k @ Left 9.01 k @ Right 9.01 k Camber: @ Left 0.000 in @ Center 0.056 in @ Right 0.000 in 1.21 k 1.21 k Max 9.01 k Max 9.01 k Deflections Center Span... Dead Load Deflection -0.037 in ...Location 5.440 ft ...Length /Defl 3,515.3 Total Load Left Cantilever... Dead Load -0.276 in Deflection 0.000 in 5.440 ft ...Length /Deft 0.0 473.04 Right Cantilever... Deflection 0.000 in ...Length /Defl 0.0 (c) 1983 -98 ENERCALC c: \wenercalc \pape.ecw:Calculations Total Load 0.000 in 0.0 0.000 in 0.0 Page 2 il 1 n Title : Dsgnr: Description : Scope : Date: Job # LR0v: 510001 General Timber Beam Description Header H1 Stress Calcs Bending Analysis Ck 22.210 Rb Cv 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 4.967 Sxx 155.672 in3 Area 69.188 in2 Max Moment 24.50 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 10.81 k 65.510 in2 165.00 psi Sxx Req'd 122.89 in3 0.00 in3 0.00 in3 @ Right Support 10.81 k 65.510 in2 165.00 psi Allowable fb 2,392.39 psi 2,400.00 psi 2,400.00 psi 9.01 k Bearing Length Req'd 2.704 in 9.01 k Bearing Length Req'd 2.704 in Query Values M, V, & D @ Specified Locations @ Center Span Location = 0.00 ft @ Right Cant. Location = 0.00 ft @ Left Cant. Location = 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear 9.01 k 0.00 k 0.00 k (c) 1983 -98 ENERCALC c: \wenercalc \pape.ecw:Calculations Deflection 0.0000 in 0.0000 in 0.0000 in Title : Dsgnr: Description : Scope : Date: Job # Rev: 510001 General Timber Beam Page 1 Description Header H1 (ALT) General Information Section Name 6 Beam Width Beam Depth Member Type Bm Wt. Added to Load Dur. Factor Beam End Fixity Wood Density .75x12.0 6.750 in 12.000 in GluLam Loads 1.000 Pin -Pin 35.000 pcf Center Span 10.88 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir - Larch, No.1 Fb Base Allow 2,400.0 psi Fv Allow 165.0 psi Fc Allow 650.0 psi E 1,800.0 ksi 1.33 ft 0.00 ft 0.00 ft Uniform Loads Uniform Loads Over Full Span Center DL Left Cantilever DL Right Cantilever DL Summary 1 206.00 #/ft #/ft #/ft LL LL LL 1,433.00 #/ft #/ft #/ft Span= 10.88ft, Beam Width = 6.750in x Depth = 12.in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable 0.834 : 1 24.5 k -ft 32.4 k -ft Max. Positive Moment 24.54 k -ft Max. Negative Moment 0.00 k -ft Max @ Left Support 0.00 k -ft Max @ Right Support 0.00 k -ft Max. M allow 32.35 fb 1,818.02 psi fv Fb 2,396.52 psi Fv al 5.440 ft al 0.000 ft 137.69 psi 165.00 psi Maximum Shear * 1.5 Allowable Shear: @ Left @ Right Camber: @ Left @ Center @ Right 1.23 k Max 1.23 k Max Reactions... Left DL Right DL Beam Design OK 11.2 k 13.4 k 9.02 k 9.02 k 0.000 in 0.061 in 0.000 in 9.02 k 9.02 k Deflections Center Span... Dead Load Deflection -0.041 in ...Location 5.440 ft ...Length /Defl 3,210.4 (c) 1983 -98 ENERCALC Total Load Left Cantilever... Dead Load -0.299 in Deflection 0.000 in 5.440 ft ...Length /Defl 0.0 436.81 Right Cantilever... Deflection 0.000 in ...Length /Defl 0.0 c:\ wenercalc\pape.ecw:Calculations Total Load 0.000 in 0.0 0.000 in 0.0 Title : Dsgnr: Description : Scope : Date: Job # Rev: 510001 Iv: General Timber Beam Page 2 Description Header H1 (ALT) Stress Calcs Bending Analysis Ck 22.210 Rb Cv 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 3.411 Sxx 162.000 in3 Area 81.000 in2 Max Moment 24.54 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 11.15 k 67.592 in2 165.00 psi Sxx Req'd 122.89 in3 0.00 in3 0.00 in3 @ Right Support 11.15 k 67.592 in2 165.00 psi Allowable fb 2,396.52 psi 2,400.00 psi 2,400.00 psi 9.02 k Bearing Length Req'd 2.057 in 9.02 k Bearing Length Req'd 2.057 in Query Values M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear 9.02 k 0.00 k 0.00 k (c) 1983 -98 ENERCALC c: \wenercalc \pape.ecw:Calculations Deflection 0.0000 in 0.0000 in 0.0000 in Page 1 11 Title : Dsgnr: Description : Scope : Date: Job # [Rev: 510001 Timber Column Design Description H1 Post Each End General Information Wood Section Rectangular Column Column Depth Width Sawn 3 -2x6 Total Column Height Load Duration Factor 5.50 in Fc 4.50 in Fb Douglas Fir - Larch, No.2 10.00 ft 1.00 1,300.00 psi 875.00 psi 1,600 ksi Le XX for Axial Le YY for Axial Le XX for Bending 10.00 ft 10.00 ft 10.00 ft Loads Axial Load Eccentricity Summary I Dead Load 9,000.00 lbs 0.000 in Live Load 0.00 lbs Short Term Load 0.00 lbs Using : 3 -2x6, Width= 4.50in, Depth= 5.50in, DL + LL fc : Compression 363.64 psi Fc : Allowable 613.27 psi fbx : Flexural F'bx : Allowable Interaction Value 0.00 psi 1,134.26 psi 0.5929 Total Column Ht= 10.00ft DL + LL + ST 363.64 psi 613.27 psi 0.00 psi 1,134.26 psi 0.5929 Column OK DL + ST 363.64 psi 613.27 psi 0.00 psi 1,134.26 psi 0.5929 Stress Details Fc : X -X Fc : Y -Y F'c : Allowable F'c:Allow * Load Dur Factor F'bx F'bx * Load Duration Factor 613.27 psi 613.27 psi 613.27 psi 613.27 psi 1,134.26 psi 1,134.26 psi Max k *Lu / d Actual k *Lu /d Min. Allow k *Lu / d Rb: (Le d /b ^2) ^.5 Cf : Axial Axial X- XkLu /d Axial Y -Y k Lu / d (c) 1983 -98 ENERCALC c:\ wenercalc \pape.ecw:Calculations 50.00 23.54 11.00 1.300 5.709 1.100 21.82 26.67 Title : Dsgnr: Description : Scope : Date: Job # Rev: 510001 Timber Column Design Page 1 Description H1 Post Each End (ALT) General Information Wood Section Rectangular Column Column Depth Width Sawn 6x6 Total Column Height 10.00 ft Load Duration Factor 1.00 5.50 in Fc 700.00 psi 5.50 in Fb 750.00 psi 1,300 ksi Douglas Fir - Larch, No.2 Le XX for Axial Le YY for Axial Le XX for Bending 10.00 ft 10.00 ft 10.00 ft Loads Axial Load Eccentricity 0.000in Summary I Dead Load 9,000.00 lbs Live Load 0.00 lbs Short Term Load 0.00 lbs Using : 6x6, Width= 5.50in, Depth= 5.50in, Total Column Ht= 10.00ft DL + LL DL + LL + ST fc : Compression 297.52 psi 297.52 psi Fc : Allowable 528.96 psi 528.96 psi fbx : Flexural F'bx : Allowable Interaction Value 0.00 psi 750.00 psi 0.5625 0.00 psi 750.00 psi 0.5625 Column OK DL + ST 297.52 psi 528.96 psi 0.00 psi 750.00 psi 0.5625 Stress Details Fc : X -X Fc : Y -Y F'c : Allowable F'c:Allow * Load Dur Factor F'bx F'bx * Load Duration Factor 528.96 psi 528.96 psi 528.96 psi 528.96 psi 750.00 psi 750.00 psi Max k *Lu / d Actual k *Lu /d Min. Allow k *Lu / d Rb : (Le d / b ^2) ^.5 Cf : Axial Axial X -X k Lu / d Axial Y-Y k Lu / d (c) 1983 -98 ENERCALC c:\ wenercalc\pape.ecw:Calculations 50.00 28.92 11.00 1.000 4.671 1.000 21.82 21.82 Title : Dsgnr: Description : Scope : Date: Job # RBA: 510001 General Timber Beam Page 1 Description Header H2 General Information Section Name 6.75x22.5 Beam Width Beam Depth Member Type Bm Wt. Added to Loads 6.750 in 22.500 in GluLam Load Dur. Factor Beam End Fixity Wood Density 1.000 Pin -Pin 35.000 pcf Center Span Left Cantilever Right Cantilever 32.00 ft ft ft Douglas Fir - Larch, No.1 Fb Base Allow 2,400.0 psi Fv Allow 165.0 psi Fc Allow 650.0 psi E 1,800.0 ksi Lu Lu Lu 1.33 ft 0.00 ft 0.00 ft Uniform Loads Uniform Loads Over Full Span Center DL Left Cantilever DL Right Cantilever DL 180.00 #/ft #/ft #/ft LL LL LL #/ft #/ft #/ft Trapezoidal Loads #1 DL @ Left DL @ Right Summary I 200.00 #/ft 200.00 #/ft LL @ Left LL @ Right 500.00 #/ft 500.00 #/ft Start Loc End Loc 0.000 ft 20.000 ft Span= 32.00ft, Beam Width = 6.750in x Depth = 22.5in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,970.39 psi Fb 2,093.71 psi 0.941 : 1 93.5 k -ft 99.4 k -ft 93.52 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 99.37 fv Fv at 14.336 ft at 0.000 ft 113.11 psi 165.00 psi Maximum Shear * 1.5 Allowable Shear: @ Left @ Right Camber: @ Left @ Center @ Right 6.22 k Max 4.72 k Max Reactions... Left DL Right DL Beam Design OK 17.2 k 25.1 k 13.10 k 7.85 k 0.000 in 1.092 in 0.000 in 13.10 k 7.85 k Deflections Center Span... Deflection ...Location ... Length /Defl Dead Load -0.728 in 15.744 ft 527.5 Total Load Left Cantilever... Dead Load -1.440 in Deflection 0.000 in 15.488 ft ...Length /Defl 0.0 266.74 Right Cantilever... Deflection 0.000 in ...Length /Deft 0.0 (c) 1983 -98 ENERCALC c: \wenercalc \pape.ecw:Calculations Total Load 0.000 in 0.0 0.000 in 0.0 Title : Dsgnr: Description : Scope: Date: Job # [Rev: 510001 General Timber Beam Page 2 Description Header H2 Stress Calcs Bending Analysis Ck 22.210 Rb Cv 0.876 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 5.919 Sxx 569.531 in3 Area 151.875 in2 Max Moment 93.52 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 17.18 k 104.114 in2 165.00 psi Sxx Req'd 535.98 in3 0.00 in3 0.00 in3 @ Right Support 11.19 k 67.790 in2 165.00 psi Allowable fb 2,093.71 psi 2,102.12 psi 2,102.12 psi 13.10 k Bearing Length Req'd 2.985 in 7.85 k Bearing Length Req'd 1.788 in Query Values M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear 13.10 k 0.00 k 0.00 k (c) 1983 -98 ENERCALC c: \wenercalc \pape.ecw:Calculations Deflection 0.0000 in 0.0000 in 0.0000 in Title : Dsgnr: Description : Scope : Date: Job # Rev: 510001 Timber Column Design Page 1 Description H2 Post Each End General Information Wood Section Rectangular Column Column Depth Width Sawn 3 -2x6 Total Column Height 10.00 ft Le XX for Axial 10.00 ft Load Duration Factor 1.00 Le YY for Axial 10.00 ft 5.50 in Fc 1,300.00 psi Le XX for Bending 10.00 ft 4.50 in Fb 875.00 psi 1,600 ksi Douglas Fir - Larch, No.2 Loads Axial Load Eccentricity 0.000in Summary I Dead Load 13,100.00 lbs Live Load 0.00 lbs Short Term Load 0.00 lbs Using : 3 -2x6, Width= 4.50in, Depth= 5.50in, Total Column Ht= 10.00ft DL +LL DL +LL +ST fc : Compression 529.29 psi 529.29 psi Fc : Allowable 613.27 psi 613.27 psi fbx : Flexural F'bx : Allowable Interaction Value 0.00 psi 1,134.26 psi 0.8631 0.00 psi 1,134.26 psi 0.8631 Column OK DL + ST 529.29 psi 613.27 psi 0.00 psi 1,134.26 psi 0.8631 Stress Details Fc : X -X Fc : Y -Y F'c : Allowable F'c:Allow * Load Dur Factor F'bx F'bx * Load Duration Factor 613.27 psi 613.27 psi 613.27 psi 613.27 psi 1,134.26 psi 1,134.26 psi Max k *Lu / d Actual k *Lu /d Min. Allow k *Lu / d Rb: (Le d /b ^2) ^.5 Cf : Axial Axial X -X k Lu / d Axial Y -Y k Lu / d (c) 1983 -98 ENERCALC c: \wenercalc \pape.ecw:Calculations 50.00 23.54 11.00 1.300 5.709 1.100 21.82 26.67 I Title : Dsgnr: Description : Scope : Date: Job # Rev: 510001 Timber Column Design Page 1 Description H2 Post Each End (ALT.) General Information Wood Section Rectangular Column Column Depth Width Sawn 6x6 Total Column Height 10.00 ft Load Duration Factor 1.00 5.50 in Fc 700.00 psi 5.50 in Fb 750.00 psi 1,300 ksi Douglas Fir - Larch, No.2 Le XX for Axial Le YY for Axial Le XX for Bending 10.00 ft 10.00 ft 10.00 ft Loads Axial Load Eccentricity 0.000in Summary Dead Load 13,100.00 lbs Live Load 0.00 lbs Short Term Load 0.00 lbs Using : 6x6, Width= 5.50in, Depth= 5.50in, Total Column Ht= 10.00ft DL +LL DL +LL +ST fc : Compression 433.06 psi 433.06 psi Fc : Allowable 528.96 psi 528.96 psi fbx : Flexural F'bx : Allowable Interaction Value 0.00 psi 750.00 psi 0.8187 0.00 psi 750.00 psi 0.8187 Column OK DL + ST 433.06 psi 528.96 psi 0.00 psi 750.00 psi 0.8187 Stress Details Fc : X -X Fc : Y -Y F'c : Allowable F'c:Allow * Load Dur Factor F'bx F'bx * Load Duration Factor 528.96 psi 528.96 psi 528.96 psi 528.96 psi 750.00 psi 750.00 psi Max k" Lu / d Actual k *Lu /d Min. Allow k *Lu / d Rb : (Le d / b ^2) ^.5 Cf : Axial Axial X -X k Lu / d Axial Y -Y k Lu / d (c) 1983 -98 ENERCALC c: \wenercalc \pape.ecw:Calculations 50.00 28.92 11.00 1.000 4.671 1.000 21.82 21.82 Title : Dsgnr: Description : Scope : Date: Job # Rev: 510001 General Timber Beam Page 1 Description TYP H3 HEADER General Information Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Load Load Dur. Factor Beam End Fixity Wood Density 2 -2x8 3.000 in 7.250 in Sawn s 1.000 Pin -Pin 35.000 pcf Center Span 4.00 ft Left Cantilever ft Right Cantilever ft Douglas Fir - Larch, No.2 Fb Base Allow 875.0 psi Fv Allow 95.0 psi Fc Allow 625.0 psi E 1,600.0 ksi Lu Lu Lu 1.33 ft 0.00 ft 0.00 ft Uniform Loads Uniform Loads Over Full Span Center DL Left Cantilever DL Right Cantilever DL Summary I 210.00 #/ft #/ft #/ft LL LL LL 350.00 #/ft #/ft #/ft Span= 4.00ft, Beam Width = 3.000in x Depth = 7.25in, Ends are Pin -Pin Max Stress Ratio 0.578 : 1 Maximum Moment 1.1 k -ft Allowable 2.3 k -ft Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 516.22 psi Fb 1,047.16 psi 1.13k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 2.29 fv 54.89 psi Fv 95.00 psi at 2.000 ft at 0.000 ft Maximum Shear * 1.5 Allowable Shear: Reactions... Left DL Right DL Beam Design OK 1.2 k 2.1 k @ Left 1.13 k @ Right 1.13 k Camber: @ Left 0.000 in @ Center 0.012 in @ Right 0.000 in 0.43 k 0.43 k Max 1.13 k Max 1.13 k Deflections Center Span... Dead Load Deflection -0.008 in ...Location 2.000 ft ...Length /Defl 5,900.5 Total Load -0.021 in 2.000 ft 2,247.17 Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ... Length /Defl (c) 1983 -98 ENERCALC c:\ wenercalc\pape.ecw:Calculations Dead Load 0.000 in 0.0 0.000 in 0.0 Total Load 0.000 in 0.0 0.000 in 0.0 Title : Dsgnr: Description : Scope : Date: Job # Rev: 510001 General Timber Beam Page 2 Description TYP H3 HEADER Stress Calcs Bending Analysis Ck 34.680 Rb Cf 1.200 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 5.081 Sxx Max Moment 1.13 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 1.19 k 12.567 in2 95.00 psi 26.281 in3 Area Sxx Req'd 12.96 in3 0.00 in3 0.00 in3 @ Right Support 1.19 k 12.567 in2 95.00 psi 21.750 in2 Allowable fb 1,047.16 psi 1,050.00 psi 1,050.00 psi 1.13 k Bearing Length Req'd 0.603 in 1.13 k Bearing Length Req'd 0.603 in Query Values M, V, & D @ Specified Locations @ Center Span Location = 0.00 ft @ Right Cant. Location = 0.00 ft @ Left Cant. Location = 0.00 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear 1.13 k 0.00 k 0.00 k (c) 1983 -98 ENERCALC c:\wenercalc \pape.ecw:Calculations Deflection 0.0000 in 0.0000 in 0.0000 in FOOTING SCHEDULE Project Name :Pape Run description: STARTING SQUARE FOOTING SIZE.(F ?)..2.5 ENDING SQUARE FOOTING SIZE...(F ?)..3 FOOTING SIZE INCREMENTS (FT ) ...5 ALLOWABLE SOIL PRESSURE..(KSF) 2 MIN FOOTING DEPTH (IN) 12 DIST. FROM BOT OF FOOTING TO CG OF REBAR..(IN)..4 FTG F2.5 F3 PALL(k) D(in) 11.6 2.5'x2.5'x12.0" 16.7 3'x3'x12.0" CONCRETE F'c..(KSI)..2.5 STEEL Fy...(KSI) 60 MIN REBAR SIZE .4).4 MAX REBAR SIZE((#)) .11 MIN REBAR SPACING..(IN)..10 ASx(in2) .65 .78 ASy(in2) Reinf X .65 2 #6 .78 3 #5 Reinf Y 2 #6 3 #5 ULTIMATE FACTOR 1,6 FOOTING DEPTH INCREMENTS..(IN)..2 COLUMN DIMENSION -X AXIS- ..(IN).9 COLUMN DIMENSION -Y AXIS- ..(IN).9 FTG PALL(k) D(in) Vux(k) Vuy(k) Vn(k) Vutw(k) Vntw(k) Mux(k -f) Muy(k -f) ASx(in2) ASy(in2) F2.5 11.6 12.0 1.8 1.8 24.0 14.8 108.8 2.8 2.8 .65 .65 F3 16.7 12.0 4.8 4.8 28.8 24.4 108.8 5.6 5.6 .78 .78 • tt PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -341 PROJECT NAME: PAPE SITE ADDRESS: 12900 48 AV S X Original Plan Submittal Response to Incomplete Letter # DATE: 10 -18 -11 Response to Correction Letter # Revision # After Permit Issued D PARTMENTS: C. t 0- 1C uildingN /ivvi�sion Ire Prevention 1>ut)bilic W6fk§ V" Structural 011 pcf 1041 Planning Division Permit Coordinator C DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-20-11 Complete Incomplete Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: DATE: No further Review Required APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 11 -17 -11 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 tgl King County Department of Natural Resources and Parks Wastewater Treatment Division Non - Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 121 coo LleiTtlt AV oa x%11 Th Property Street Address ��w�it.A Inl� City State 5TH 43111ril 1=y Owner's Name Subdivision Name Subdiv. # 'fSIbe ZIP Lot # Block # Building Name (if applicable) Owner's Phone Number (with Area Code) ( 106 )3L9 Property Contact Phone Number (with Area Code) Owner's Mailing Address 0. t 1Lj7) ?M —'o ,S` For King County Use my Account # No. of RCEs Monthly Rate Property Tax ID # 100011Y s Party to be Billed (if different from owner) City or Sewer District TUKWASILA' Date of Connection Side Sewer Permit # Please report any demolitions of pre - existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre- existing building? ❑ Yes ❑ No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Fixture Units Public Private Public Private Bathtub and Shower 4 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 I 3 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units = 20 .1S" RCE 3 B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility /Process: Estimated Wastewater Discharge: Gallons /days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal /day) _ 187 C. Total Residential Customer Equivalents: (add A & B) A B RCE RCE RECEIVED OCT 18 2011 T Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206 - 684 -1740. I certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of e11ct e�! d t r determination of a revised capacity charge. i Signature of Owner /Representative �y. V Date IO. 1 S r I1 Print Name of Owner /Representative 1058 (Rev. 9/07) - — - VU 2Z White - Kina County Yellow - Local Sewer Aaencv Pink - Sewer Customer Contractors or Tradespeople Peter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEI 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. Business and Licensing Information Name GRAHAM CONTRACTING LTD UBI No. 601409407 Phone 2067298844 Status Active Address 9709 Third Ave Ne Ste 300 License No. GRAHACLO8OPH Suite /Apt. License Type Construction Contractor City Seattle Effective Date 10/8/1992 State WA Expiration Date 10/8/2013 Zip 98115 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status GRAHAJI906R2 GRAHAM-MALCOLM JV INC Construction Contractor General Unused 12/22/2010 12/22/2012 Active Business Owner Information Name Role Effective Date Expiration Date SC &B SERVICES INC Agent 10/01/2011 Amount SHERROW, DOUGLAS RICHARD Director 01/01/1980 71PKG8744707 SNYDER, KENNETH RALPH President 10/05/2011 CLARK, JOHN ANTHONY Secretary 10/05/2011 Co h Insurance BESPALKU, DOUGLAS JOHN Treasurer 10/05/2011 SLAPMAN, MICHAEL GERRY Vice President 09/29/2011 20 BAXTER, THOMAS A Agent 01/01/1980 10/01/2011 Bond Information Page 1 of 3 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 5 TRAVELERS CAS a SURETY CO 330307 10/08/2005 Until Cancelled $12,000.00 10/11/2005 Assignment of Savings Information Savings Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date 1 10/7/1992 Until Released Bond $6,000.00 Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 22 Co h Insurance 71PKG8744707 10/31/2011 05/01/2013 $1,000,000.00 11/03/2011 21 Co h Insurance 71PKG2344106 10/31/2011 10/31/2012 $1,000,000.00 10/06/2011 20 ARCH INS CO 71PKG2344106 10/31 /2010 10/31 /2011 $1,000,000.00 11/01/2010 19 ARCH INS CO 71PKG2271005 10/31/2010 10/31/2011 $1,000,000.0010 /12/2010 18 ARCH INS CO 71pkg2236504 10/31/2009 10/31/2010 $1,000,000.00 09/18/2009 17 ARCH INS CO 71PKG2162703 10/31/2008 10/31/2009 $1,000,000.00 09/19/2008 16 ARCH INS CO 71PKG2162703 10/31/2007 10/31/2008 $1,000,000.00 11/02/2007 15 ARCH INSURANCE CO 71PKG2108402 10/31/2006 10/31/2008 $1,000,000.00 10/29/2007 https://fortress.wa.gov/lni/bbip/Print.aspx 11/17/2011 DATE/TIME: 9/19/2011 10:23 AM PLOTTED RY: SARAH VALLUZZI PA P P R 0 P R S 4 ■ • • N C 1 N A N M P R 0 V M 12900 48 AV COOS CO:40:211Figai:N-R: NU S ��� NOV1 UKWI A W A S I N G 0 N 9 8 1 6 8 Bilii.� �� GENERAL NOTES PROJECT DIRECTORY PROJECT DE RIPT N SC IO DRAWING INDEX VICINITY MAP 1. THESE GENERAL NOTES APPLY TO THE ENTIRE PROJECT AND APPLY TO ALL TRADES. _ 2. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 24X36 INCHES. 3. SEE CONSULT DRAWINGS OTHER THAN ARCHITECTURAL DRAWINGS FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND SYMBOLS. 4. CONDITIONS AND DIMENSIONS SHOWN ON SITE PLANS ARE FROM A SURVEY PREPARED BY OTHERS OR FROM AVAILABLE RECORDS. THE ARCHITECT BEARS NO RESPONSIBILITY FOR THE ACCURACY OF INFORMATION SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING INFORMATION SHOWN PRIOR TO STARTING THE WORK. 5. THE CONTRACTOR SHALL TAKE ALL POSSIBLE CARE TO AVOID DAMAGE OR DISTURBANCE TO EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR REPAIRING ANY CONTRACTOR - CAUSED DAMAGE TO THE UTILITIES. SUCH REPAIRS SHALL BE DONE AT THE CONTRACTOR'S EXPENSE. 6. DO NOT SCALE THE DRAWINGS TO OBTAIN DIMENSIONS. WRITTEN DIMENSIONS GOVERN. USE ACTUAL FIELD MEASUREMENTS. 7. VERIFY ALL DIMENSIONS OF EXISTING CONDITIONS. NEITHER THE ARCHITECT NOR HIS CONSULTANTS ARE RESPONSIBLE FOR THE ACCURACY OF THESE DIMENSIONS. IF EXISTING CONDITIONS OR DIMENSIONS ARE NOT AS SHOWN, IMMEDIATELY NOTIFY ARCHITECT OF ANY DISCREPANCIES. 8. VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT FURNISHED AND /OR INSTALLED BY THE CONTRACTOR, SUBCONTRACTORS, OWNER OR OTHERS. 9. THE CONTRACTOR SHALL CONSULT DRAWINGS OF ALL TRADES FOR OPENINGS THROUGH ANDROOFS OFS FOR CEILINGS UCT - AND ROOFS FOR DUCTS, PIPES, CONDUIT, CABINETS, EQUIPMENT, ETC. AND SHALL VERIFY THE SIZES AND LOCATIONS 10.WPLACE NOOOBSTRUCTIONS, INCLUDING MAINS, PIPING, CONDUIT, ETC. OF ANY KIND SO AS TO IMPAIR GIVEN CEILING HEIGHTS AND CLEARANCES. RUN PIPING, CONDUITS, ETC. IN JOIST DEPTH. 11. ALL CONDUITS, PIPING, ETC. SHALL RUN PARALLEL OR PERPENDICULAR TO WALLS; DO NOT RUN AT AN ANGLE TO THE WALLS. 12. IN ROOMS OR SPACES SCHEDULED TO RECEIVE WALL AND /OR CEILING FINISHES, DO NOT RUN EXPOSED CONDUITS, PIPING, ETC. ON WALLS OR CEILINGS. 13. ALL WORK IS TO BE PLUMB, LEVEL, TRUE TO LINE, AND STRAIGHT. 14. ALL JOINTS ARE TO BE TIGHT, STRAIGHT, EVEN, AND SMOOTH. 15. ALL MATERIAL IS NEW UNLESS NOTED OTHERWISE. 16. PROVIDE ALL FASTENERS AND CONNECTIONS (WHETHER INDICATED OR NOT) NECESSARY TO ASSEMBLE THE WORK. 17. PROVIDE SOLID BLOCKING /BACKING FOR ALL WALL MOUNTED FIXTURES AND EQUIPMENT INCLUDING, BUT NOT LIMITED TO, SINKS, WALL BRACKETS AND WALL -HUNG ITEMS. 18. PREPARE SURFACE AND REMOVE SURFACE FINISHES TO PROVIDE FOR PROPER INSTALLATION ON NEW WORK AND FINISHES. COMPLY WITH MANUFACTURER'S INSTALLATION REQUIREMENTS. 19. REPAIR, PATCH, OR REPLACE PORTIONS OF WORK THAT ARE DAMAGED, LIFTED, DISCOLORED, OR SHOWING OTHER IMPERFECTIONS. 20. PENETRATIONS OF RATED ASSEMBLIES SHALL BE SEALED WITH AN APPROVED MATERIAL AS APPROVED BY THE JURISDICTION. 21. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY AND SHALL PROVIDE ALL NECESSARY BARRICADES, SIGNS, REFLECTORS, LIGHTS, ETC. TO PROPERLY IDENTIFY AREAS CLOSED TO THE PUBLIC AND FOR PROVIDING SAFETY ALERTS DURING CONSTRUCTION. CONTRACTOR � GRAHAM CONSTRUCTION LTD 9709 THIRD AVE NE SUITE 300 SEATTLE WA 98115 t: 206.729.8844 f: 206.728.8845 PROJECT CONTACT: KARL PAULY ARCHITECT MULVANNYG2 ARCHITECTURE 1110 112TH AVE NE SUITE 2T BELLEVUE, WA 98004 t: 425.463.2000 f: 425.463.2002 PROJECT CONTACT: SARAH VALLUZZI STRUCTURAL ENGINEER ENGINEERS NORTHWEST 6869 WOODLAWN AVE NE SEATTLE, WA 98115 f 206.525.6698 f: 206.522.6698 PROJECT CONTACT: ALLEN TUCKER THE PROJECT IS A TENANT IMPROVEMENT OF AN EXISTING BUILDING WITH FULLY AUTOMATIC FIRE ALARM SYSTEM.{ WORK INCLUDES, BUT IS NOT LIMITED TO, INTERIOR PARTITION DEMOLITION, LIGHTING FIXTURE UPGRADES, PLUMBING FIXTURE UPGRADES, CASEWORK, INTERIOR FINISHES, AND ONE (1) NEW EXTERIOR WINDOW. NO SITE WORK . INCLUDED IN THIS PROJECT. TS1.01 TITLE SHEET AND SITE PLAN GENERAL G1.01 EGRESS PLAN CODE ANALYSIS AN DETAILS > > ARCHITECTURAL A1.01 FLOOR PLANS A3.O1 ELEVATIONS AND DETAILS A4.01 REFLECTED CEILING PLANS AND DETAILS STRUCTURAL S1.1 PLANS �� �R �s9�s '. , - .: `� �, - SITE ie FRG � 5 P '10 i\ AP' ,., REVISIONS -r.. NO Changes Shall he mad t0 the erOpP of t�rOrlt shall prior ��a r thr, of Tukwila Buildin Division �. 9 NOTE': Revisions will require a new plan submittal 1 and may include additional plan review fees. _ , J i +� ` q ... w" co N mm .,_ s PROJECT DATA 48TH AVENUE SOUTH APPLICABLE CODES: WA STATE BUILDING CODE RCW 19.27 (2009 IBC W/ WA STATE AMENDMENTS) (BUSINESS) OCCUPANCY CLASSIFICATION: B BUSINESS F -1 (FACTORY INDUSTRIAL) CONSTRUCTION TYPE: V -B BUILDING AREA 3 FIRST SF F 1 T FLOOR (-) FIRST FLOOR (B) 2,743 SF SECOND FLOOR (B) 958 SF 95- I - - - - EXISTING FIRE . EXISTING CHAIN LINK HYDRANT FENCE WITH SLATS T. x x x x x_ x X OX x x x x x x x x x x x x x x x x x EXISTING FENCE GATE x`31 I x SEI•" A' , 'II. P i 'di IT .!,:? REQUI lR i FOR: N- � Mechanical x Electrical x )l Plumbing lip Gas Piping AREA OF " WORK . EXISTING ELECTRICAL City of Tukwila METER " BUILDING DIVISION x x x x x # x X- a ,� �c X x # EXISTING FENCE GATE X TOTAL BUILDING AREA 6,836 SF ROOF AREA: 8,127 SFfi BUILDING HEIGHT: 22' -0" 2- STORIES 5 , k. k x x 74' -8" -- • x x 74' -8" ARCHITECTURAL SYMBOLS ARCHITECTURAL ABBREVIATIONS Ix 1 EXISTING BUILDING I I I t x x . x EXISTING CHAIN ITEM S.I.0 OR N.I.C. f 1 1 L I ITEM S.O.I.0 OR S.I.C. AFF ABOVE FINISHED FLOOR (SLAB) CLR CLEAR CONT CONTINUOUS EQ EQUAL EXIST EXISTING FRPP FIBER REINFORCED PLASTIC PANEL(S) GC GENERAL CONTRACTOR GWB GYPSUM WALLBOARD, GYPSUM HVAC HEATING, VENTILATION, AND AIR CONDITIONING IBC INTERNATIONAL BUILDING CODE LF LINEAR FOOT MAX MAXIMUM MIN MINIMUM MIR MIRRORED NTS NOT TO SCALE RCP REFLECTED CEILING PLAN REQ'D REQUIRED SQ SIMILAR SQ SQUARE TYP TYPICAL UNO UNLESS NOTED OTHERWISE VCT VINYL COMPOSITION TILE VIF VERIFY IN FIELD L CO W/ WITH ` Permit N n review app Is s ttOOff=andoli. Approval of construction documl s dog nct autioli Recoil the violation of any � code or wawa of approved Field Copy and conditions i$ x I x x x EXISTING GRAVEL EQUIPMENT I I-- I I , AREA x NEW CONSTRUCTION - SHOWN SOLID .-- X x x x I x x LINK FENCE WITH SLATS EXISTING SHOWN •- L :: CONSTRUCTION TO REMAIN - LIGHT BACKGROUND � ``-" I x x x I " PLANNING APPROVED No changes can be made. to these c°_ plans without approval 8"0111 the c 2 1 Planning Division of DCD '` f S Approved By VlC ir ti I I i.!.._.., r EX ISTING CONSTRUCTION TO BE REMOVED - SHOWN DASHED I' ' WALL TYPES Date:, I { tc c 1 i yL..£ Y Yt Sc i -x x x b r.3vn ... =�(.. -=.(" - - RECEIVED OCT 18 2011 PERIYTCENTER 1...... x x x -x- x x_x___X_x ,� " " �' X--X X X �� N x .� x -x -X x = _ _ -=_= - - x - - x x -X x -X x- 2 X 4 WOOD STUDS AT 24" O.C. WITH 5/8" GWB BOTH SIDES - PAINTED •U.N.O. �.F City Of Tu la 1 1/� ILDING DIVISION - X x-x -X x_ 0 10' 20' 40' - TIP' EXIST N G SITE PLAN ALL EXISTING SITE FEATURES TO REMAIN. 1 1" = 20�_O" SCALE: 1 rr = 20' -0" PROPERTIES, INC. 12900 48TH AVE S TU KWI LA, WA 98168 CONSTRUCTION SERVICES 9709 THIRD AVE NE, SUITE 300 SEATTLE, WA 98115 T: 206.729.8844 www.grahamus.com ►A A 1110 11TH AVE. NE I SUITE 500 BELLEVUE, WA I 98004 t 425 463.2000 I f 425.463.2002 MulvannyG2.com I PERMIT SET RUSSELL H. HAZZARD, ARCHITECT © MulvannyG2 Architecture: All rights I'eserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. A DATE 09.21.11 DESCRIPTION ISSUED FOR PERMIT 11- 0299 -01 PM: SARAH VALLUZZI DRAWN: SEV TITLE SHEET AND SITE PLAN TSI .01 FILE: H:\RETAIL \RETAIL STORES #1 \GRAHAM CONSTRUCTION SERVICES \11 - 0299 -01 HERTZ BUILDING CONVERSION \07 CAD \703 CONSTDOCS111029901- G101.DWG PLOTTED 3Y: SARAH VALLUZZI DATE/TIME: 9/19/2011 10:23 AM F 1 1 I l— I 3'DOOR `- 47' EXIT DISTANCE 5 F -1 B OCCUPANCY OCCUPANCY 6 7 RESTROOMS 3' DOOR 3' DOOR JANITOR CLOSET 94' EXIT DISTANCE SALES OFFICES 248 SF CONFERENCE ROOM 164 SF EMPLOYEE RESTROOM 218 SF DISPLAY AREA 992 SF (2) 3' DOORS SERVICE BAYS 3,144 SF PARTS STORAGE 708 SF OFFICE EGRESS PLAN GENERAL NOTES: 1. MEANS OF EGRESS ILLUMINATION SHALL NOT BE LESS THAN 1 -FOOT CANDLE AT WALKING SURFACE. SECOND FLOOR EGRESS PLAN FIRST FLOOR EGRESS PLAN SCALE: 1/8 " =1' -0" D3 SCALE: 1/8 " =1' -0" NOTE: 1 -112" CLEAR BETWEEN GRAB BAR AND WALL. GRAB BAR 12" 42" 1 M M I- at- 4 8" MIN 7 " -9" FLOOR- MOUNTED NOTE: SIGNS TO BE 1/8" CLEAR ACRYLIC PLASTIC PANEL WITH GRAPHICS APPLIED TO THE UNDERSIDE OVER 1/8" COLORED ACRYLIC (VERIFY COLOR) ATTACHED TO DOORS WITH "SCOTCHMOUNT" DOUBLE FACED ADHESIVE 1/32" TAPE MEN UNISEX WOMEN 6N . 36" MIN C 15" y EDGE OF ir SINK TO CL OF DISPENSER ti J co IDENTIFICATION SYMBOL z L§. ado co o —DOOR- MOUNTED SIGNAGE INSULATE 1' -5" 1'-6" EXPOSED SINK PIPES HOLD BOTTOM OF MIRROR REFLECTIVE SURFACE 3' DOOR ELECTRICAL ROOM 3' DOOR 63' EXIT DISTA REVIEWED FOR BDE COMPLIANCE APPROVED NOV 15 2011 52' EXIT DISTANCE INSULATE WALL- MOUNTED SIGNAGE EXPOSED SINK PIPES - TO. BE LOCATED ON LATCH SIDE OF DOOR CLEAR OF ..DOOR -SWING .,......... TYPICAL MOUNTING HEIGHTS, CLEARANCES, AND SIGNAGE A 1 SCALE: NTS KEY City of Tukwila BUILDING DIVISION BUILDING STATISTICS CODE ANALYSIS DOOR SIZE LOCATION AREA DISPLAY AREA 992 SF EXIT SIGN 1 / 30 34 OCCUPANT LOAD OCCUPANT LOAD FACTOR (SQ FT PER OCCUPANT) FIRE EXTINGUISHER NOTES: • LOCATE FIRE EXTINGUISHERS (SOIC) AS DIRECTED BY FIRE MARSHAL • FIRE MARSHAL SHALL DETERMINE SIZE AND TYPE OF EXTINGUISHERS • IN GENERAL, PROVIDE: ONE (1) FIRE EXTINGUISHER WITH MIN. RATING 2 -A PER 3,000 SQ FT AREA (FOR B OCCUPANCY) OR PER 1,500 SQ FT AREA (FOR F -1 OCCUPANCY) WITHIN 75 -FOOT MAXIMUM TRAVEL DISTANCE WALL AND CEILING ANALYSIS FLOOR AREA: FIRST FLOOR (F -1) _ FIRST FLOOR (B) = SECOND FLOOR (B) = TOTAL SQ FT = NUMBER OF STORIES: 2 3,144 SF 2,743 SF 958 SF 6,836 SF MAX BUILDING HEIGHT (ABOVE FLOOR): 22' -0" FEET AUTOMATIC FIRE SPRINKLER SYSTEM: FIRE ALARM SYSTEM: YES NO [ ] [X] [X] [ ] EGRESS SUMMARY FINISHES FLAME SPREAD INDEX SMOKE DEVELOPED INDEX WALLS RUBBER BASE <200 390 GYPSUM BOARD 15 -20 0 ACRYLIC PAINTS 10 0 FRP PANELS <200 <450 FRT PLYWOOD <25 25 -130 CEILINGS ACOUSTICAL TILES 20 -25 5 -10 GYPSUM BOARD 15 -20 0 ACRYLIC PAINTS 10 0 OTHER THERMAL INSULATION 10 10 NOTE: NC = NON- COMBUSTIBLE CLASS - A <25 0 -450 CLASS - B 26 -75 0 -450 CLASS - C 76 -200 0 -450 FIRST FLOOR: TOTAL OCCUPANTS: 107 EGRESS WIDTH PER PERSON: 0.20 REQUIRED EGRESS WIDTH (IN INCHES): 21.4 (32 MIN.) ACTUAL EGRESS WIDTH (IN INCHES): (7) 36" DOORS AT 33" NET = 231 SECOND FLOOR: TOTAL OCCUPANTS: 8 STAIR WIDTH PER PERSON: 0.30 REQUIRED STAIR WIDTH (IN INCHES): 2.4 (36 MIN.) ACTUAL STAIR WIDTH (IN INCHES): 42 APPLICABLE BUILDING CODE: WASHINGTON STATE BUILDING CODE RCW 19.27 (2009 IBC W/ WA STATE AMENDMENTS) OCCUPANCY CLASSIFICATION: GROUP 'B (BUSINESS) AND F -1 (FACTORY INDUSTRIAL) PER TABLE 508.4 NO SEPARATION REQUIREMENTS ALLOWABLE FLOOR AREA: GROUP B: 9,000 SF GROUP F -1: 8,500 SF BUILDING HEIGHT AND NUMBER OF STORIES: ALLOWABLE: 40 FEET - 2 STORY ACTUAL: 22 FEET - 2 STORY TYPE OF CONSTRUCTION : TYPE V -B TABLE 601 FIRE - RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS: TYPE V -B STRUCTURAL FRAME 0 BEARING WALLS 0 NONBEARING WALLS AND PARTITIONS 0 FLOOR CONSTRUCTION 0 ROOF CONSTRUCTION 0 INTERIOR WALL AND CEILING FINISH REQUIREMENTS: NO CHANGE TO GROUP F -1 GROUP B EXIT ENCLOSURES AND EXIT PASSAGEWAYS - CLASS A CORRIDORS - CLASS B ROOMS AND ENCLOSED SPACE - CLASS - C GOVERNING AUTHORITY REQUIREMENTS: 1. POST SIGN ABOVE MAIN ENTRY DOORS WITH 1" HIGH LETTERING STATING "THIS DOOR TO REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED." ECEIVEID OCT 18 2011 TCENTEF 9 PROPERTIES, INC. 12900 48TH AVE S TUKWILA, WA 98168 CONSTRUCTION SERVICES 9709 THIRD AVE NE, SUITE 300 SEATTLE, WA 98115 T: 206.729.8844 www.grahamus.com 1110 112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 I f 425.463.2002 MulvannyG2.com PERMIT SET b11%-3111 RUSSELL H. HAZZARD, ARCHITECT STEREO CHITECT WASHINGTON © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 09.21.11 DESCRIPTION ISSUED FOR PERMIT 11- 0299 -01 PM: SARAH VALLUZZI DRAWN: SEV EGRESS PLAN, CODE ANALYSIS, AND DETAILS G1.O1 F E DATE/TIME: 9/19/2011 10:23 AM A 1 2 (6) FILES/ STORAGE 203 STORAGE 201 MULTI-PURPOSE ROOM 202 1111,111 AVANIM NEW CASEWORK AND SINK 1 STORAGE 1 204 L EXISTING WATER • HEATER EXISTING CHAIN LINK FENCE EXISTING LADDER TO ROOF 3 1 19'-0" 22'-3" 71.9II 23'-0" 4 14'Wx16'H 18'-0" 14'Wx 16'H 5 18'-0" 14'Wx16'H 20'-0" EXISTING OH DOOR EXISTING OH DOOR EXISTING OH DOOR 20'-0" 36'-7" TO REMAIN O AIN 7 18'-0" 5'-11" JANITOR WOMEN'S 1 XIS . CLOSET RESTROOM DOO 106 REMOVE AND REPLAC RINKING FOUNTAIN SALES OFFICE - -- SALES OFFICE EXISTING UTILITY SINKS SI1KS TO REMAIN 103 MPLOYE RESTROOM 14'-8" 18'-0" NEW 36" HIGH CASEWORK INFILL EXITING WINDOW SAW CUT EXISTING SLAB TO RUN 7,p_ECTRIIJAL, VOICE/ 1 DATA CABLING TO 1 COUNTE , VERIFY LOCATIOftJ WITH OWNER DISPLAY A"' EA 1MALL PARTS IF- - RAGE 7B 1 1 1 1 1 1 1 . I I I N I _I_ _ - -L_ J • 1 • EXISTING -VVINDOW • IN _ _ 1:._= L _ _„,, .„--17 TO REMAIN ' _LJ ..7„1., . _ _Ti_ _„,.. ,71. .„,..1 _ L. _ ' MEN'S R STROOM PARTS OUNTER NO FLOOR COVERING NW 4'-O' W x 4'41 OPEN1 ING WITH ROLLING SHU ER, /CONFIRM SILL HEIGH WITH /OWNER I I I H I I L I _ I PARTS STORAGE OFFICE NEW 42' HIGH COUNTER DEMO EXISTING POWER POLE COLUMN PER 11 . STRUC—URAL, TYP11 113 71-9" 14'Wx16'H 4' 0" 14' Wx 16' H 4'-O" EXISTING OH DOOR EXISTING OH DOOR 14'Wx 16' H r T E C. ROOM EXISTING EQUIPMENT TO REMAIN 6" 36'-7" EXISTING OH DOOR tX1S4r NEW 4'-0" W x 3'-6' H WINDOW, SILL @ 42" A.F.F. DOOR CONTRACTOR TO Fl LD VERIFY TO MATCH EXISTING WINDOWS bN EAST ELEVATION FLOOR PLAN GENERAL NOTES: 1. FINISHES: FLOORS - VCT U.N.O. , BASE - 4" COVED RUBBER, WALLS - PAINTED GWB RESTROOM GENERAL NOTES: 1. FINISHES: FLOORS - SHEET VINYL ,BASE - 4" COVED RUBBER, WALLS - FRPP TO 48" A.F.F. W/ PAINTED GWB ABOVE 2. EXISTING WATER CLOSETS, URINALS, AND LAVATORIES TO BE REMOVED AND REPLACED WITH NEW FIXTURES. NEW WATER CLOSETS TO BE 1.6 GPF MAX, NEW URINAL TO BE 1.0 GPF MAX, AND NEW LAVATORIES TO HAVE 2.5 GPM MAX FLOW RATE. 3. CODE COMPLIANT, UNDAMAGED MIRRORS TO REMAIN. ALL DAMAGED TOILET ROOM ACCESSORIES TO BE REPLACED, SEE A1/G1.01 FOR TYPICAL MOUNTING HEIGHTS, CLEARANCES, AND SIGNAGE REQUIREMENTS. (..„ SECOND FLOOR PLAN SCALE: 1/8"=1'-0" )OVERALL FIRST FLOOR PLAN SCALE: 1/8"=11-0" REVIEWED FOR CODE COMPLIANCE APPROVED NOV 15 2011 City of Tukwila BUILDING DIVISION 5'-11" XISf. DOOR 14'-8" NEW 3'-0" W x 4'-0" H WINDOW SILL @ 35" A.F.F. TO MATCH EXISTING WINDOWS, SEE 9 PROPERTIES, INC. 12900 48TH AVE S TUKWILA, WA 98168 CONSTRUCTION SERVICES 9709 THIRD AVE NE, SUITE 300 SEATTLE, WA 98115 T: 206.729.8844 www.grahamus.com 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 1 f 425.463.2002 MulvannyG2.com PERMIT SET RUSSELL H. HAZZARD, ARCHITECT RECEIVED OCT 18 2011 PERMITGENIEfc © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission In writing from MulvannyG2 Architecture. DATE 09.21.11 DESCRIPTION ISSUED FOR PERMIT 11-0299-01 PM: SARAH VALLUZZI DRAWN: S EV FLOOR PLANS A1.01 DATE/TIME: 10/17/2011 11:38 AM EXISTING EQUIPMENT CURB SEALANT COUNTER FLASHING SEALANT TRIM FIELD BENT PANEL 'SPAN -LOK' METAL ROOFING PANEL 162' -b" A7 PARAPET FLASHING VERIFY EXISTING ROO MAINTAIN TO DIVERT V EXISTING EQUIPMENT CRICKET, CATER AT TYP. EXISTI VG 3' x 8' SKYLI( TO REMAIN TYP. OF 6 EXISTI VG V REINS ALL MAINTAIN NTILATO DON NE\ ATER TIG HT S IC BE REMOVED AND ROOF PANELS TO TNESS —� FLASHING AT FIQUIPMENT XISTING HVAC TO REMAI V- UNIT FLASHING AT EQUIPMENT EW METAL ROQF PANEL; VER EXISTING METAL OOF, SEE F E A3 A2.01 1'� XISTING ROOF 0 REMAIN SHI G AT Al -IATCH UIP ENT 'As2_01 / VERIFY EXISTING ROOF CRIC MAINTAIN TO DIVER WATER EXISTING EQUIPMENT, TYP. ET, T ROOF PLAN SCALE: 1/8 " =1' -0 / A5 GUTTER Nc N REVIEWED FOR CODE COMPLIANCE APPROVED NOV 15 2011 City of Tukwila BUILDING DIVISION AEP 'SPAN -LOK' MECHANICALLY SEAMED ROOF PANEL, 24 GA 'GALVALUME' 18 GA GALVANIZED 'Z' FURRING AT 24" O.C. PERPENDICULAR TO SLOPE VOID N VOID VOID EXISTING STRUCTURE TO REMAIN EXISTING ROOF PANELS TO REMAIN HT J EXISTING METAL ROOF PANELS TO REMAIN AEP 'SPAN -LOK' CLIP AT 48" O.C. EXISTING STRUCTURAL FRAMING SECTION TYP. FLASHING AT EQUIPMENT ROOF ASSEMBLY SCALE: 3" = 1' -0" A3/ SCALE: 1" = 1' -0" 18 GA 'Z' FURRING EXISTING ROOF PANEL REMOVE AND REINSTALL SIDING AS NEEDED TO INSTALL GUTTER 'SPAN -LOK' METAL ROOFING PANEL NEW GUTTER, SLOPE TO EXISTING DOWN SPOUT CLEAT AND HEM, FILL W/ SEALANT 18 GA FURRING AT EAVE EXISTING GUTTER, FRAMING, AND ROOF PANELS TO REMAIN GUTTER SCALE: 1 -1/2" = 1' -0" b ll -3y REMOVE AND REINSTALL SIDING AS NEEDED TO INSTALL FLASHING COUNTER FLASHING. FIELD BENT PANEL 'SPAN -LOK' METAL ROOFING PANEL EXISTING FRAMING AND ROOF PANELS TO REMAIN PARAPET FLASHING PROPERTIES, INC. 12900 48TH AVE S TU KWI LA, WA 98168 CONSTRUCTION SERVICES 9709 THIRD AVE NE, SUITE 300 SEATTLE, WA 98115 T: 206.729.8844 www.grahamus.com RECEIVED OCT 18 2011 PERMITCENTER SCALE: 1 -1/2" = 1-0" 1110112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 I f 425.463.2002 MulvannyG2.com PERMIT SET RUSSELL H. HAZZARD, ARCHITECT A © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without perrhission in writing from MulvannyG2 Architecture. DATE 09.21.11 DESCRIPTION ISSUED FOR PERMIT 11- 0299 -01 PM: SARAH VALLUZZI DRAWN: SEV ROOF PLAN AND DETAILS A2.01 C7 0 a 0 N 0 U 0 0 H . z O VI M O h b 01 I 0 z 0 w z 0 U CD z 0 co N H W 2 0 o) rn N 9 U) W U r W U) z 0 I- 0 H co z 0 0 TtQ CD co W 0 H U) J H B W c J_ F DATE/TIME: 9/19/2011 10:23 AM T.O. PARAPET 22' -0" AFF .F_ ro-0• 0' " fl EXISTING ELECTR CAL SERVICE, ¶f/ NEW 4' -0" W x 3' -6" H WINDOW, DOUBLE METER, AND PANELS NORTHWEST ELEVATION GLAZED, SHGC -0.40 MAX, AND U -0.40 MAX ALL ITEMS SHOWN ARE EXISTING, U.N.O. SCALE: 1/8 " =1' -0 EXISTING METAL PANEL FLASHING FLASHING EXTERIOR WINDOW HEAD AND SILL DETAILS EXISTING INSULATION EXISTING METAL BUILDING GIRT HEADER, PER STRUCTURAL 5/8" GWB SEALANT '—ii-6i16iiL FOR CODE COMPLIANCE APPROVED NOV 15 2011 Cif y of Tulswcd� BUILDING DIVISION NEW DOUBLE GLAZED WINDOW SEALANT SCALE: 1 -1/2" = 1' -0" 7 TEMPERED GLASS J MOLDING DOUBLE 2 X 4 5/8" GWB TYPICAL INTERIOR GLAZING SILL DETAIL (JAMB & HEAD SIM.) SCALE: 1 -1/2" = 1' -0" bL13I x 2'-4" MIRROR GRAB BAR PAPER TOWEL DISPENSER SOAP DISPENSER INSULATE EXPOSED SINK PIPES 4" RUBBER BASE SEE A1/G1.01 FOR TYPICAL MOUNTING HEIGHTS AND CLEARANCES ROOM 106 (ROOM 107 MIR. RECEIVED OCT 18 2011 PERMIT CENTER SCALE: 1/4" = PROPERTIES, INC. 12900 48TH AVE S TUKWILA, WA 98168 CONSTRUCTION SERVICES 9709 THIRD AVE NE, SUITE 300 SEATTLE, WA 98115 T: 206.729.8844 www.grahamus.com 1110 112TH AVE. NE I SUITE 500 BELLEVUE, WA 1 98004 t 425.463.2000 I f 425.463.2002 MulvannyG2.com PERMIT SET RUSSELL H. HAZZARD, ARCHITECT A © MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced In any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 09.21.11 DESCRIPTION ISSUED FOR PERMIT 11- 0299 -01 PM: SARAH VALLUZZI DRAWN: SEV ELEVATIONS AND DETAILS A3.01 F E DATE/TIME: 9/21/2011 11:08 AM PLOTTED BY: -SARAH VALLUZZI A 1 Ci1D FILES/ STORAGE 1 203 1 2 REA OF NEW SUSPENDED ACT CEILING, EE 121-0" E A2.0 w OPEN TO STRUCTURE STORAGE 1 202 1 EXISTING ROOF HATCH TO REMAIN 3 4 5 AREA OF NEVV SUSPENDED ACT CEILING, SEE CONFERENCE ROOM 109 12'-0" 6 6 SALES SALES OFFICE OFFICE 104 J 1 103 SMALL PARTS STORAGE 111 1 7 EXISTING METAL H LIDE HIGH BAY FIXTURE TO REMAI , TYP OF 6 EMPLOYEE RESTROQM OPEN TO STRUCTURE SERVICE BAYS 115 DI PLAY REA 1 101 1 '-0" ) 8'-7" PARTS STORAGE EXISTING SKYLIGHT TO REMAIN, TYP OF 6 OPEN TO TRUCTURE OFFICE .EESEEEE EIEE:E.7117.7.7: REFLECTED CEILING PLAN GENERAL NOTES: 1. REPLACE ALL DAMAGED ACT. 2. PATCH AND FINISH HARD CEILING AT AREAS OF DEMOLITION TO MATCH EXISTING ADJACENT CONDITIONS. 3. ALL INTERIOR RECESSED LIGHT FIXTURES TO BE REMOVED. ALL NEW AND REPLACEMENT INTERIOR RECESSED LIGHT FIXTURES TO BE LITHONIA LIGHTING GENERAL PURPOSE T8 TROFFER FIXTURE. SECOND FLOOR P REFLECTED CEILING PLAN SCALE: 1/8"=I-0" FIRST FLOOR REFLECTED CEILING PLAN D3} SCALE: 1/8"=I-0" ELEC. ROOM NEW BULKHEAD, MATCH DEPTH OF NEW BEAM WOMEN'S RESTROOM 1 106 1 8 iiEViiTiKiEb iii3Fi---, CODE COMPLIANCE PPROVED NOV 1 5 2011 City of Tukwila BUILDING DIVISION MINIMUM 12 GA WIRE 4'41" OC, MAXIMUM SPREADER BAR MINIMUM (3) TURNS IN 1-1/2" bilAI LAY-IN BOARD, SEE ROOM FINISH SCHEDULE —MAXIMUM OUT OF PLUMB 1:6 - IF GREATER PROVIDE COUNTER-SLOPING WIRES HEAVY DUTY SYSTEM MAIN RUNNER AT 4'-0" OC, MAX 1111111M11111111111111111111111 1111111111111111111 ARMSTRONG BERC2 CLIP CROSS TEE POP RIVET NOTE: CEILING MEMBERS MAY BE ATTACHED TO NO MORE THAN (2) ADJACENT WALLS (DUNATTACHED WALL @MAIN RUNNERS & CROSS TEES ©ATTACHED WALL PARALLEL TO MAIN RUNNER, 12 GA WIRE, TYPICAL MIN (4) TURNS IN 1-1/2" NOTE: FOR ADDITIONAL NOTES SEE STRUCTURAL DRAWINGS PARALLEL TO CROSS TEE 46° VERTICAL STRUT COMPRESSION POST TO STRUCTURE ABOVE 12'-0" OC EACH WAY, START 6'-0" MAXIMUM FROM EDGE OF CEILING AROUND PERIMETER - SEE STRUCTURAL , A7 SCALE: 3" = 1'-O" ©SEISMIC BRACING SUSPENDED TEE GRID CEILING PARALLEL TO CROSS TEE PARALLEL TO MAIN RUNNER 46. tviAx 0709 9 PROPERTIES, INC. 12900 48TH AVE S TUKWILA, WA 98168 CONSTRUCTION SERVICES 9709 THIRD AVE NE, SUITE 300 SEATTLE, WA 98115 T: 206.729.8844 www.grahamus.com RECEIVED OCT 18 2011 PERMIT CENTER 1110 112TH AVE. NE 1 SUITE 500 BELLEVUE, WA 1 98004 t425.463.2000 1 f 425.463.2002 MulvannyG2.com 1 PERMIT SET RUSSELL H. HAZZARD, ARCHITECT MulvannyG2 Architecture: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from MulvannyG2 Architecture. DATE 09.21.11 DESCRIPTION ISSUED FOR PERMIT 11-0299-01 PM: SARAH VALLUZZI DRAWN: SEV REFLECTED CEILING. PLANS AND DETAILS A4.01 IJA I t! I !MU U/LU ► 1 L:04 Y■ 1 +6, 41,4‘ 4P S›. (!) PER ARCH. EXIST. CONC. SLAB ON GRADE. PARTIAL EXIST. FOUNDATION PLAN B -1.1 EXIST. 2x12 16 "o /c V O L EXIST. 2x12 3 N N w aO 16 "o /c t0 r 0 EXIST. 2x12 U O CO H2 C -1.1 M 1" = 11 -o" Ra VIE NE -DD FOR CODE COMPLIANCE AP ROVE • NOV 15 2011 City of Tukwila: BUILDING DIVI S/01,I PARTIAL EXIST FLOOR FRAMING PLAN HEADER SCHEDULE MARK SIZE H1 5i x 13i GLB 6i x 12 GLB (ALT.) H2 6i x 22/ GLB H3 (2) -2 x 8 SAWCUT SLAB AS REQ'D t 0 POST PER PLAN w/ SIMPSON CBSQ COLUMN BASE EXIST SLAB III�IIIIIII�� SIZE & REINF. PER PLAN iii —iL —iii FOOTING SCHEDULE MARK SIZE REINFORCEMENT F2.5 2' -6" x 2' -6" x 1' -O" 3 #5 EA. WAY BOT. F3.0 3' -0" x 3' -0" x l' -0" 3 #5 EA. WAY BOT. SECTION A -1.1 i" = 1' —O" 1 " TAG. PLYWOOD N IL PER PLAN EXIST. JOIST w/ SIMPSON LUS210 HNGRS. GLB /HDR BM PER PLAN POST PER PLAN w/ SIMPSON EPC66 POST CAP SECTION B -1.1 i" = EXIST PLYWOOD EXIST JOIST PER PLAN w /SIMPSON LUS210 HGRS. SECTION HDR PER PLAN 8 GENERAL NOTE THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. DESCRIPTION Building Name & Site Location - Tenant Improvement - Tukwila, WA 2. DESIGN CODE AND STANDARDS Applicable Code (Edition /Name) - 2009 IBC 3. DESIGN LOADS Floor Live Load 50 psf Office 125 psf Light Storage OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. FOUNDATION & SLABS THE FOUNDATION WAS DESIGNED WITH AN ASSUMED ALLOWABLE SOIL BEARING CAPACITY OF 2000 PSF. CONTRACTOR SHALL HAVE GEOTECHNICAL ENGINEER VERIFY THAT ASSUMED BEARING IS ATTAINABLE. NEW SITE FOUNDATION SOILS SHALL BE PREPARED PER GEOTECHNICAL RECOMMENDATIONS. ALL FOOTINGS AND SLABS SHALL BEAR ON PROPERLY PREPARED NATIVE SOILS, COMPACTED STRUCTURAL FILL, OR GEOPIERS .SEE SOILS REPORT. ALL STRUCTURAL FILL AND BACKFILL TO BE COMPACTED PER SOILS ENGINEER RECOMMENDATIONS. THE MAXIMUM DENSITY SHALL BE DETERMINED BY ASTM D 1557. CONCRETE F'c =2500 PSI 5 -1/2 SACKS MIN. CEMENT PER CU. YARD FOR ALL CONC. USE TYPE I OR II CEMENT FOR ALL CONCRETE. ULTIMATE STRENGTH DESIGN METHOD USED. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP (UNLESS SUPERPLASTICIZERS ARE USED) WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. FOR ADMIXTURES, SEE SPECIFICATIONS. MAXIMUM WATER /CEMENT RATIO = 0.49. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. WATER CURING SHALL BE USED. AIR ENTRAIN ALL HORIZONTAL CONCRETE EXPOSED TO WEATHER WITH 3% TO 6% AIR BY VOLUME. REINFORCING STEEL ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (fy= 60,000 psi) LAP CONTINUOUS REINFORCING BARS 44 BAR DIAMETERS, 1' -10" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1' -10" BEND) TO BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES". WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. COVER TO MAIN REINFORCEMENT TO BE: BOTTOM OF FOOTINGS 3 INCHES FORMED SURFACES..WEATHER & EARTH FACE 1 -1/2 INCHES ..INTERIOR FACE 3/4 INCHES CILU- LAMINATED WOOD MEMBERS GLU- LAMINATED WOOD BEAMS, COAST REGION DOUGLAS FIR CONFORMING WITH ANSI /AITC A190.1 - "AMERICAN NATIONAL STANDARD FOR WOOD PRODUCTS- STRUCTURAL GLUED LAMINATED TIMBER" AND IN ACCORDANCE WITH NER -486. USE COMBINATION EWS24F -V4 (DF /DF) Fb =2400, Fvx = 190 PSI FOR SIMPLE SPAN BEAMS AND COMBINATION EWS24F -V8 (DF /DF) Fb =2400, Fvx = 190 PSI FOR CANTILEVERED BEAMS. BOTTOM LAM TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2" DIAMETER. MATERIAL MUST BE OBTAINED FROM AN APPROVED FABRICATOR. ALL GLU -LAM BEAMS SHALL FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED. PROVIDE AITC OR APA -EWS STAMP ON EACH MEMBER AND SUBMIT AITC OR APA -EWS CERTIFICATE. ADHESIVE TO BE "WET USE ". INDUSTRIAL APPEARANCE GRADE. FRAMING LUMBER GRADES & STRESSES SHALL CONFORM WITH LATEST EDITION OF "WESTERN LUMBER GRADING RULES ", WWPA OR "STANDARD NO. 17 GRADING RULES FOR WEST COAST LUMBER ", WCLIB. ALL LUMBER S4S AND S -DRY UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE, USE THE FOLLOWING: SPECIES GRADE BASE VALUE Fb VISUALLY GRADED DIMENSION LUMBER (2" TO 4" THICK BY 2" & WIDER) STUDS - TYPICAL STUDS - WHERE NOTED JOISTS & RAFTERS - TYPICAL JOISTS & RAFTERS - WHERE NOTED PLATES & LEDGERS BEAMS & HEADERS - TYPICAL VISUALLY GRADED TIMBERS (5 "X5" & LARGER) BEAMS & STRINGERS (WIDTH MORE THAN 2" OF THICKNESS) POSTS & TIMBERS (WIDTH 2" OR LESS OF THICKNESS) DOUG FIR DOUG FIR DOUG FIR DOUG FIR DOUG FIR DOUG FIR STD. #2 #2 #1 #2 #2 . DOUG FIR #1 DOUG FIR #1 550 PSI 900 PSI 900 PSI 1000 PSI 900 PSI 900 PSI 1350 PSI 1200 PSI EACH PIECE SHALL BEAR A VALID GRADE STAMP THAT IS NOT TO BE REMOVED. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS. ALL BASE VALUE STRESSES TO BE ADJUSTED WITH APPROPRIATE SIZE FACTORS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. USE STANDARD LENGTH COMMON NAILS CONFORMING WITH FEDERAL SPECIFICATION FF- N -105B FOR ALL NAILING EXCEPT WHERE SHORTER NAILS PROVIDE THE REQUIRED PENETRATION IN DIAPHRAGMS. PROVIDE MIN. NAILING PER IBC TABLE 2304.9.1 UNLESS NOTED OTHERWISE. ALL HANGERS, TIES AND CONNECTORS ARE SIMPSON. OTHER MANUFACTURERS WITH ICC -ES APPROVED LOAD CAPACITIES EQUAL TO OR GREATER THAN THAT SPECIFIED MAY BE USED. NAIL ALL HOLES WITH NAILS AS SPECIFIED BY MANUFACTURER. CUT NO HOLES IN ANY STRUCTURAL FRAMING WITHOUT ENGINEERS APPROVAL, EXCEPT THAT 1 -INCH DIAMETER HOLES MAY BE DRILLED IN 2X STUDS AND PLATES - -NO MORE THAN ONE HOLE EVERY 6-INCHES. ALL FASTENERS, CONNECTORS AND ANCHORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL, ZMAX (G185 HDG PER ASTM A653), HOT -DIP GALVANIZED (HDG) PER ASTM A123 FOR CONNECTORS AND ASTM A153 FOR FASTENERS, OR MECHANICALLY GALVANIZED FASTENERS PER ASTM 8695, CLASS 55 OR GREATER. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR REVIEW PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. SEE DETAILS ON DRAWING S -5 FOR SUPPORTING LOADS FROM ROOF JOISTS. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY THE SUPPLIER OF THAT EQUIPMENT. THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL FOR PLAN CHECK REGARDING THE DESIGN OF THESE DETAILS, IT IS THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. RECEIVED OCT 18 2011 PERMIT CENTER 9 TENANT IMPROVEMENT 12900 48TH AVE S TUKWILA, WA 98168 OFRAPULIVI CONSTRUCTION SERVICES 9709 THIRD AVE NE, SUITE 300 SEATTLE, WA 98115 T: 206.729.8844 www.grahamus.com ENW ENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N.E. SEATTLE, WASHINGTON 98115 (206) 525 -7560, FAX (206) 522 -8698 WWW.ENWSEATTLE.COM ENGINEER: ALLEN TUCKER DATE 9.21,11 DESCRIPTION PERMIT RESUBMITTAL BID ISSUE CONSTRUCTION ISSUE 11000084 SEPTEMBER 20, 2011 PLANS S1.1