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Permit D12-016 - BLUE STAR GAS - METAL STORAGE BUILDING
BLUE STAR GAS 10802 EAST MARGINAL wys EXPIRED OS -12 -13 D12 -016 City oftukwila 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 DEVELOPMENT PERMIT Parcel No.: 0323049046 Address: 10802 EAST MARGINAL WY S TUKW Suite No: Project Name: BLUE STAR GAS Permit Number: D12-016 Issue Date: 03/30/2012 Permit Expires On: 09/26/2012 Owner: Name: EMW NORTH L L C Address: 3006 NORTHUP WAY STE 303 , BELLEVUE WA 98004 Contact Person: Name: CHRIS MASTRUP Address: 880 N WRIGHT RD , SANTA ROSA CA 95407 Contractor: Name: BLUE STAR GAS ASSOCIATES CO Address: 880 NORTH WRIGHT RD , SANTA ROSA CA 95407 Contractor License No: BLUESSG898K4 Lender: Name: Address: Phone: 707 573 -3130 Phone: 707 - 573 -3130 Expiration Date: 06/01/2013 DESCRIPTION OF WORK: INSTALLATION OF 600 SF (20 X 30') METAL STORAGE BUILDING INCLUDING FOOTINGS AND DOWNSPOUT. ELECTRICAL TO BE UNDER SEPARATE PERMIT. Value of Construction: $25,506.00 Fees Collected: $1,254.39 Type of Fire Protection: NONE (FIRE EXT) International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 26 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D12 -016 Printed: 03 -30 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: O 3/36)//°Z I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the ; erformance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: j ✓� Date: 3/3b7/ Print Name: C 1J (71—g 67o C i 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: The special inspections and verifications for concrete construction shall be required. 6: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. 7: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first doc: IBC -7/10 D12 -016 Printed: 03 -30 -2012 building inspection. The special inspector s 0 furnish inspection reports to the Building Of 'l in a timely manner. 8: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 9: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 10: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 12: Manufacturers installation instructions shall be available on the job site at the time of inspection. 13: 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). 14: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 15: 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. 16: ** *FIRE DEPARTMENT CONDITIONS * ** 17: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 18: 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) 19: 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) 20: 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) 21: 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) 22: 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) 23: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 24: 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) 25: 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) doc: IBC -7/10 D12 -016 Printed: 03 -30 -2012 26: Exit hardware and marking shall meet tlquirements of the International Fire Code. (Chapter 10) 27: 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) 28: 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. 29: 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) 30: 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) 31: 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) 32: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 33: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.5 of the International Building Code. 34: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 35: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 36: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 37: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D12 -016 Printed: 03 -30 -2012 CITY OF TUKIWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.ctov Building Permit No. Mechanical Permit No. III nt Liny /U Permit N( 11d iN IM � + drks Permits iv 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 Address: 10802 East Marginal Way South Tenant Name: Blue Star Gas - Seattle, Co. Property Owners Name: EMW North LLC Mailing Address: 3006 Northrup Way # 303 King Co Assessor's Tax No.: 032304 - 9046 -03 Suite Number: Floor: New Tenant: [J Yes ❑ .. No Bellevue City \ State 98004 Zip do we' contact when your pe i iit is ready to be issued t y wN a:, Name: Chris Mastrup Mailing Address: 880 North Wright Road Day Telephone: Santa Rosa (707) 573 -3130 CA 95407 E -Mail Address: cmastrup @bluestargas.com City State Fax Number: (707) 573 -3132 Zip (Lw OTRA or i form "atldgd,f ,FORMATION —. r Meehanlcal (pg 4) for Plumbing'and Gas Piping (pg 5)) Company Name: Blue Star Gas Associates Mailing Address: 880 North Wright Road Contact Person: Chris Mastrup E -Mail Address: cmastrup @bluestargas.com Contractor Registration Number: BLUESSG898K4 Santa Rosa City State Day Telephone: (707) 573 -3130 Fax Number: (707) 573 -3132 95407 Zip Expiration Date: 06/01/2013 ARCHIT1 pia II f -,N. N tq s;„Ir,• tEC RD All plans must be s amp "edu Wby A *lchttect of Record Company Name: Mailing Address: Contact Person: E -Mail Address: City State Zip Day Telephone: Fax Number: ENGI1�lEE O F ill n plans must be stamped by Engineer of Record Company Name: Rogers Mountain Consultants Mailing Address: 41379 Rogers Mountain Loop Contact Person: L. Ralph Lonbeeck E -Mail Address: rmcengr @rmcengineers.com H:\Applications\Fonns- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7-2010 bh Scio 151^ City State Day Telephone: (503) 394 -3954 Fax Number: (503) 394 -3955 97374 Zip Page 1 of 6 : ' MA 011 - 200 -431 -3670 Valuation of Project (contractor's bid price): $ 18,798.00 Existing Building Valuation: $ 13,000.00 Scope of Work (please provide detailed information): Installation of 20' X 30' X 13' metal storage building including footings, downspouts, & electrical Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. ml(,?1"h + -1 RU I$uliding'Areas in Square Footage Below ,III~N, i p t , " ` ^ Ex(sting Inter for Remodel Addition to . Existing " Structure New Type of .. Construction • per IBC Type pf • Occupancy per IBC. In Floor Xyy 672 i4q I1 ' yy hl ik iR ''p , i 1 ��IiYd r���iW �rGS .1: 5 44,4 �t�yy 4 Basement I - aA 14 R` Nfv ,�,,IbR 1, ,ll� 9rt �l' ri 600 Metal Storage Atttd .. y aRl!, a sui _µ� �h 1�'MUh' "t I)e d \ 1yS {, tlttech� "d'�rt'�' I SYI 14 Nei "'irlw" P r. o t h hti. to .., " 3 S er dO r 9 „, . I +w r� 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: 6 Compact: Handicap: 1 Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ...- ...Other (specify) Fire Extinguisher Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes m No If 'yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety 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. H:\ApplicationsWornts- Applications On line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 M[[wtYd tF+W.L'��W ^81.SdaY..ti 'KJb116Se{iil^, st4 Y!'Tw jM. PUBLIC WORKS�PERMIT{IN. FORIVMATI®_ Scope of Work (please provide detailed information): including footings, downspouts, & electrical Installation of 20' X 30' X 13' metal storage building Call before you Dig: 1- 800 - 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District m ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline 0... Valley View ❑ .. Renton 0... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle 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. Submitted with Application (mark boxes which apply): m ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way ❑ Non Right -of -way ❑ ❑ ...Total Cut ❑ ...Total Fill ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water cubic yards cubic yards ❑ Geotechnical Report .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for Tess than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public WO # WO # WO # Private ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) Day Telephone: Mailing Address: City Water Meter Refund/Billing: Name: Mailing Address: State Zip Day Telephone: City State Zip H: Applications \Fon - Application On tine\2010 Applications \7 -2010 - Permit Application.doe Revised: 7 -2010 bh Page 3 of 6 • s PERMI APPLI a q a ti o pm ¢t nt'is ption 4nl: ttfi�=7' 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. BUILDING OW Signature: OR ORI AGENT: Print Name: Chris Mastrup Mailing Address: 880 North Wright Road Date: 1/19/202 Day Telephone: 707- 573 -3130 Santa Rosa CA 95407 City State Zip Date Application Accepted: DI I l L Date Application Expires: 011 Z� 1 I2 Staff Initials: 115-4/-' 1 HMpplications\Fomu- Applications On Line \2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh 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.gov RECEIPT Parcel No.: 0323049046 Permit Number: D12-016 Address: 10802 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 01/25/2012 Applicant: BLUE STAR GAS Issue Date: Receipt No.: R12 -00897 Initials: JEM User ID: 1165 Payment Amount: $864.68 Payment Date: 03/02/2012 03:16 PM Balance: $0.00 Payee: CHRIS MASTRUP, BLUE STAR (BY PHONE) TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 002683 ACCOUNT ITEM LIST: Description 864.68 Account Code Current Pmts BUILDING - NONRES FIRE IMPACT FEES PARK IMPACT FEES STATE BUILDING SURCHARGE 000.322.100 90830402.5000.5304.XXXXX 90330109.5000.5301.XXXXX 640.237.114 Total: $864.68 599.55 85.09 175.54 4.50 doc: Receipt -06 Printed: 03 -02 -2012 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 0323049046 Permit Number: D12 -016 Address: 10802 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 01/25/2012 Applicant: BLUE STAR GAS Issue Date: Receipt No.: R12 -00249 Payment Amount: $389.71 Initials: JEM Payment Date: 01/25/2012 12:11 PM User ID: 1165 Balance: $604.05 Payee: CHRIS MASTRUP, BLUE STAR TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 025745 ACCOUNT ITEM LIST: Description 389.71 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 389.71 Total: $389.71 doc: Receipt -06 Printed: 01 -25 -2012 1 d INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 � . (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: rs LJ Sal C As Type of Inspection: 4 rA IA I ACe) Address: wecz.. t, Mtfv•AJA,r Date Called: Special Instructions: Date Wanted:. -- a.m. - 1'1-12 r Requester: Phone No: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: .Koodi( e (JAe 44- si‘ssfr.ff p, rcc Inspect r: kli\ ri REINSPECTION FEE R QUIRED. Pri r to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing Job Number: 11 -0678 Report Number: Project: Blue Star Gas Address: 10802 E Marginal Way S., Tukwila Inspector(s): Jerry Graham Description/Location: CONCRETE REPORT ReC e.- ® 'JUL 10 RC245170 Permit Number: 011 -220/ D12 -016 Client: Spooner Contracting Address: 17807 SE 346th Street, Aubum OevaDptrry Date: 5/25/2012 ZVI Inspected reinforccing steel and concrete placement for footings for 20'x30' steel building at east side of the lot. The inspected work was found to be done as per approved plans. Resteel Verified: Yes 5/25/2012 Jeny Graham (Grade 60) Placement Data CalPortland (Glacier) 3100 4" +/ -1 0.55 Supplier: Mix Number: Slump Spec: W/C Ratio Spec: Air Spec: Total Yards: 12 Placed Via: Chute Consolidated: Yes Required Strength: 3000 psi at 28 days. Sampling and Testing Data Time Cubic ASTM C 172, C 31 Made Yards Cast Samples: 1-4 1:57 pm 10.00 Design ❑ Cement (Ibs/type): Fine Agg. (lbs): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Coarse Agg. (lbs/size): Fly Ash (Ibs): Water (Ibs or gal): Admixtures (specify): Water Slump Added C 143 O gal. 3 3/4" Mfg: Nucor Actual 471.5# 1461.9# 1918.5# 3/4" 251.1# Air% C 231 Batch Weights /Cubic Yard Type: 1/II Conc.Temp C 1064 72 °F Slag (lbs): Ambient Truck Ticket Temp No. No. 68 °F 7347 558086 Weather: Cloudy Date Samples Picked Up: Slump Range: 3 3/4" Air % Range: 5/28/2012 Initial Curing Method: ASTM C31, Exclude C31- 12.1.5 Initial Curing Temp: ASTM C31, Exclude C31- 10.1.2 Comments REINFORCING /PLACEMENT: Conforms: MI Does Not Conform: ❑ Specimen Number 1 COMPRESSIVE TEST RESULTS Test Field Age Size Date Cure (Days) (in.) Area Weight Max Load (Sq.ln.) (Lbs.) (Lbs.) Strength Fracture Type (psi) (other than cone) 6/1/12 7 4 x 8 12.62 8.89 52,790 4180 2 6/22/12 28 4 x 8 12.62 8.89 70,950 5620 3 6/22/12 28 4 x 8 12.62 8.87 70,920 5620 = 4. - -_ 6/22/12 28 4 x 8 12.62 8.9 75,070 5950 Discarded Tested in general accordance to: ASTMC39 n ASTMC617 ❑ ASTMC1231 ❑ Copies to: ❑ Client ❑ Owner n Contractor © Batch Plant Technical Responsibility: ❑ Architect ❑ Others Engineer © Building Dept alter Hansen, Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. IGng Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 -OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -04 (Rev 09/06) Page 1 of 1 OTTO ROSENAU & ASSOCIATES, INC. Geotechnical Engineering, Construction Inspection & Materials Testing 0 CONCRETE REPORT ,``��t6 ,� :� Job Number: 11 -0678 Report Number: RC245170 Permit Number: D11 -220/ D12 =(�'�. r Project: Blue Star Gas Client: Spooner Contracting Address: 10802 E Marginal Way S., Tukwila Address: 17807 SE 346th Street, Auburn Inspector(s): Jerry Graham Date: 5/25/2012 Description /Location: Inspected reinforccing steel and concrete placement for footings for 20'x30' steel building at east side of the lot. The inspected work was found to be done as per approved plans. Resteel Verified: Yes 5/25/2012 Jerry Graham (Grade 60) Mfg: Nucor Placement Data Supplier: CalPortland (Glacier) Mix Number: 3100 Slump Spec: 4" +/- 1" WIC Ratio Spec: 0.55 Air Spec: Total Yards: 12 Placed Via: Chute Consolidated: Yes Required Strength: 3000 psi at 28 days. Sampling and Testing Data Time ASTM C 172, C 31 Made Cast Samples: 1-4 1:57 pm Design ❑ Actual p Batch Weights /Cubic Yard Cement (Ibs /type): 471.5# Type: I/II Fine Agg. (Ibs): 1461.9# Coarse Agg. (Ibs /size): 1918.5# 3/4" Slag (Ibs): Coarse Agg. (Ibs /size): Coarse Agg. (Ibs /size): Fly Ash (Ibs): Water (Ibs or gal): 251.1# Admixtures (specify): Cubic Yards 10.00 Water Slump Air % Conc.Temp Ambient Truck Ticket Added C 143 C 231 C 1064 Temp No. No. 0 gal. 3 3/4" 72 °F 68 °F 7347 558086 Weather: Cloudy Date Samples Picked Up: Slump Range: 3 3/4" Air % Range: 5/28/2012 Initial Curing Method: ASTM C31, Exclude C31- 12.1.5 Initial Curing Temp: ASTM C31, Exclude C31- 10.1.2 Comments REINFORCING /PLACEMENT: Conforms: 0 Does Not Conform: ❑ COMPRESSIVE TEST RESULTS Specimen Test Field Age Size Area Weight Max Load Strength Fracture Type Number Date Cure (Days) (in.) (Sq.ln.) (Lbs.) (Lbs.) (psi) ) (other than cone) 1 6/1/12 7 4 x 8 12.62 8.89 52,790 4180 = Discarded Tested in general accordance to: ASTMC39 p ASTMC617 ❑ ASTMC1231 ❑ Copies to: ❑ Client Engineer © Building Dept ❑ Owner In Contractor ni Batch Plant Technical Responsibility: 4/F ❑ Architect ❑ Others r a - *Project Manager This report applies only to the items tested or reported and is the exclusive property of Otto Rosenau & Associates, Inc. Reproduction of this report except in full, without written permission from our firm is strictly prohibited. 6747 M.L. King Way S., Seattle, Washington 98118 — Phone (206) 725 -4600 or 1- 888 - OTTO -4 -US — Fax (206) 723 -2221 Form No.: ADMIN -62 -04 (Rev 09/06) Page 1 of 1 Rodgers Mtn. Consultants, LLC Calculation Sheet Originator: L. R. Lonbeck Date: 12 -23 -11 Checker: XXXX Date: XXXX Subject Foundation Design Calc #: 11 -127 • Rev #: 0 Project: 11 -127 Sheet 1 of 5 ro4 Metal Building Foundation for Blue Star Gas 10802 East Marginal Way Tukwila, WA REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 0 2012 City of Tukwila BUILDING DIVISION Design South RECEIVED JAN 212012 TUKWILA PUBLIC WORKS Rtt�v r✓ CITY OF TIJ LA JAN 2 5 2012 PERMIT CENTER Blue Star Metal Bldg Fdn.xmcd a0 1!4/2012 Rodgers Mtn. Consultants, LLC Originator: L. R. Lonbeck Date: 12 -23 -11 Checker: XXXX Date: XXXX Calculation Sheet Subject Foundation Design Calc #: 11 -127 Rev #: 0 Project: 11 -127 Sheet 2 of 5 Units kips := 1000• lbf k := 1000• lbf Purpose: Provide foundation design for metal building at Blue Star Gas facility, 10802 East Marginal Way, Tukwila, WA. References: 1. IBC, 2009 2. ASCE 7 -05 3. ACI 318 -08 4. Metal building foundation design Toads provided by General Steel Corp., Littleton, CO. 5. Site load information provided by Tukwila City Planning & Building Dept. Loads Ref. certified design drawings by General Steel Corp., Littleton, CO. Loads 1A 1B 2A 2B Type P (k) Vx (k) Vz(k) P (k) Vx(k) Vz (k) P (k) Vx (k) Vz (k) P (k) Vx(k) Vz (k) DL 0.8 0.1 0.8 0.1 0.8 0.8 LL 3.1 0.1 3.1 0.6 2.9 0.1 2.9 0.1 SN 3.9 0.7 3.9 0.7 3.7 0.1 3.7 0.1 EL 0.2 0.3 0.6 -0.6 0.3 0.6 -0.3 0.5 -0.3 0.5 WL -3.7 1.6 0.9 -3.9 1.6 0.9 -3.5 1.2 -3.5 1.2 PL 1 0.3 1 0.3 0 0 0 0 Soils Data • Soil type: SD; IBC type 5 (Assumed) • Allow. bearing pressure: (is := 1500•psf psf • Lateral bearing pressure: ql := 100. • Frost depth: 12" ft Note: If soft, unstable soils or water table are encountered during excavation, please contact the engineer of record immediately. Work done without written approval of the engineer is the contractor's responsibility. Blue Star Metal Bldg Fdn.xmcd 1/4/2012 Rodgers Mtn. Consultants, LLC Calculation Sheet Originator: L. R. Lonbeck Date: 12 -23 -11 Checker: XXXX Date: XXXX Subject Foundation Design Calc #: 11 -127 Rev #: 0 Project: 11 -127 Sheet 3 of 5 C 20' -0" o/o of Steel • \ See Certified Building Drawings for Anchor Bolt Placement / 1 i • • 30' -0" o/o of Steel Blue Star Metal Bldg Fdn.xmcd 1/4/2012 Rodgers Mtn. Consultants, LLC Originator: L. R. Lonbeck Date: 12 -23 -11 Checker: XXXX Date: XXXX Calculation Sheet Subject Foundation Design Calc #: 11 -127 Rev #: 0 Project: 11 -127 Sheet 4 of 5 Load Combinations Load Label 'Type FactorlType Factor' Type Factor Type Factor P (k) Vx (k) Vz (k) 1 ASCE 2.4.1 -1 DL 1 0.8 0.1 2 ASCE 2.4.1 -2 DL 1 LL 1 PL 1 4.9 1 3 ASCE 2.4.1 -3 DL 1 SN 1 4.7 0.8 4 ASCE 2.4.1 -5a DL 1 WL 1 -3.1 1.7 0.9 5 ASCE 2.4.1 -5b DL 1 EL 0.7 0.38 0.28 0.42 6 ASCE 2.4.1 -4 DL 1 LL 0.75 SN 0.75 %6'05 1.08 7 ASCE 2.4.1 -6a DL 1 LL 0.75 WL 0.75 PL 1 -0.23 2.95 8 ASCE 2.4.1 -6b DL 1 LL 0.75 EL 0.7 PL 1 3.71 1.08 0.45 9 ASCE 2.4.1 -7 DL 0.6 WL 1 F3121.21 1.67 0.9 10 ASCE 2.4.1 -8 DL 0.6 EL 0.7 -0.12 0.36 0.6 Required end area /diameter Max. comp. Pe := 6.05•k Applied safety factor SF := 1.5 Req'd dia. d J 4 SF Pc Required volume 7r•gs Max. uplift P„ := 3.42•k Req'd. depth h Tr. d' 2 • we SF.P„ •4 Check over- turning d = 2.8ft Use d': =3.ft Unit wt. of Conc. we := 150.pcf h = 4.8ft Assume NA approx. 2/3 h' from surface. Try h' := 6•ft 1 Neutral axis NA := 2.-h .3 NA = 4 f Dist. upper reaction e 1 h' PP �: = el 3.2.3 Dist. upper reaction e2 := 3.3 e2 = 1.3 ft Finish Grade Concrete Pier NA d' m Blue Star Metal Bldg Fdn.xmcd 1/4/2012 Rodgers Mtn. Consultants, LLC Calculation Sheet Originator: L. R. Lonbeck Date: 12 -23 -11 Checker: XXXX Date: XXXX Subject Foundation Design Ca Ic#: 11 -127 Rev #: 0 Project: 11 -127 Sheet 5 of 5 1 2 2 Approx. max. shear Vmax :_ [(1.67.k) 2 +(0.9•k) 2 Upper soil reaction Rv1 := 3•gl• a •d' Rvi = 3.6.k Vmax = 1.9.k OTM Mo := Vmax•NA - Rvl•ei - Rv2•e2 Mo = — 1.2ft•k OK 2 — +h' Lower soil reaction Rv2 := ql d' 2 h • Provide min. 36" 4 x 6' foundation piers at building frame columns. • By inspection, provide min. 12" x 18" grade beam between foundation piers for door frame anchorage. Conc. Pier Reinforcing Loads are nominal. Provide AS := 0.003. Grade Beam Reinforcing Rv2 = 3.k ,2 d AS = 3.1•In2 Say (12) #5 bars distributed uniformly around circumference. 4 By inspection, provide min. (2) #4 bars continuous top and bottom of beam. Anchor Rods Loads are nominal. Provide anchor rods as specified on certified building drawings, with min. 12" embedment. Tack weld nut above and below 3/8" plate. Door framing anchors similar. Anchor Rods #3 Ties @ 3" o.c. 3/8" Plate (12) #5 Bars Vert. #3 Ties @ 12" o.c. Blue Star Metal Bldg Fdn.xmcd 1/4/2012 07 -01 -2013 City of f' Tukwila Jim Hagg e r to n. Mayor Department of Community Development Jack Pace, Director CHRIS MASTRUP 880 N WRIGHT RD SANTA ROSA CA 95407 RE: Permit No. D12 -016 BLUE STAR GAS 10802 EAST MARGINAL WY S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 08/12/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 08/12/2013, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely Bill Rambo Permit Technician File: Permit File No. D12 -016 6300 Southcenier Boulevard, Suite # 100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 -431 -3665 January 16, 2013 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Chris Mastrup Blue Star Gas 880 N Wright Road Santa Rosa, CA 95407 RE: Request for Extension Development Permit D12 -016 Blue Star Gas —10802 East Marginal Wy S Dear Mr. Mastrup, This letter is in response to your written request for an extension to Permit Number D12 -016. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, August 12, 2013. If you should have any questions, please contact our office at (206) 431 -3670. File: Permit No. D12 -016 W:IPermit CenterlExtension LetterslPermits120121D12 -016 Permit Extension.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax 206 - 431 -3665 BLUE STAR GAS January 10, 2013 Bill Rambo Permit Technician 6300 Southcenter Boulevard, Suite # 100 Tukwila, WA. 98188 RE: Permit No. D12 -016 Blue Star Gas 10802 East Marginal Way So. Tukwila, WA. 98168 Dear Bill; RECEIVED JAN 14 2013' 0OMMUNiTY DEVELOPMENT I am writing this letter today to formally request an extension on permit number D12 -016. As of this date we have been unable to complete the project due to inclement weather, as well as a lack of personal to complete the work. If you could please grant us the 180 day extension, we should be able to get the rest of the construction completed within that time frame. Than Chris Mastrup Director of Safety Blue Star Gas <f• alv.&4441 /So e/�/S2%3 tg-12,11; Q)c- 0171143 BROOKINGS • CRESCENT CITY • MEDFORD • MT. SHASTA • GARBERVILLE • GRANTS PASS SANTA ROSA • UPPER LAKE • REDDING • MCMINNVILLE • EUGENE • SALEM • SEATTLE 01 -02 -2013 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director CHRIS MASTRUP 880 N WRIGHT RD SANTA ROSA CA 95407 RE: Permit No. D12 -016 BLUE STAR GAS 10802 EAST MARGINAL WY S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 02/13/2013. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 02/13/2013, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, c Bill Rambo Permit Technician File: Permit File No. D12-016 6300 Soiuthcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 -431 -3665 08 -01 -2012 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director CHRIS MASTRUP 880 N WRIGHT RD SANTA ROSA CA 95407 RE: Permit No. D12 -016 BLUE STAR GAS 10802 EAST MARGINAL WY S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 09/26/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 09/26/2012, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, File: Permit File No. D12 -016 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 - 431 -3665 07 -02 -2012 SIMON KENNEDY 9371 53 AV S SEATTLE WA 98118 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Permit No. D12 -013 TWEET RESIDENCE 13212 40 AV S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 08/12/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or fmal inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 08/12/2012, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. DI2 -013 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431 -3670 • Fax 206 - 431 -3665 March 14, 2012 • • City of Tukwila Jim Haggerton, Mayor Fire Department Nicholas J. Olivas, Fire Chief Mr. Chris Mastrup Director of Safety Blue Star Gas 10802 East Marginal Way South Tukwila, Washington 98168 RE: Variance Request for Tukwila Location Dear Mr. Mastrup: I have received your letter dated February 6, 2012, and have made the following determination for relief from the City's fire sprinkler and fire alarm requirements for the proposed 600 square foot building. Based on the construction type, a pre — fabricated metal building, and the fact that the materials to be stored within the building will be non — combustible metal parts and piping and a limited amount of combustible small parts and tools, I will grant relief and not require the fire sprinkler system to be installed. However, I will require the installation of an automatic fire alarm system within the building per Tukwila Municipal Code 16.40, and a condition will be attached to the building permit requiring this fire alarm system. If you have any further questions, please do not hesitate to contact me. Sincerely, Don Tomaso Fire Marshal eflYNtriatA MAR 15 2012 PERMIT CENTER Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 • • Jennifer Marshall From: Don Tomaso Sent: Wednesday, March 14, 2012 4:52 PM To: 'John Ross Bush' Cc: Jennifer Marshall; Bill Rambo Subject: RE: Closing the loop on metal building at Blue Star Facility Attachments: Varinanc Letter Response 031412.pdf Importance: High John, Here is the variance letter for the pre fab metal building. Don Don Tomaso Battalion Chief Fire Marshal City of Tukwila don.tomaso @tukwi lawa.gov Direct Line 206 - 971 -8723 Office Line 206 - 575 -4407 From: John Ross Bush f mailto:jrb@ SBDN.bizj Sent: Tuesday, March 06, 2012 8:52 AM To: Don Tomaso Cc: John Ross Bush Subject: Closing the loop on metal building at Blue Star Facility Good Morning Don, Thank you for your time this morning. This email is to facilitate closing the loop on the metal building Blue Star Gas is planning to begin assembly on at their facility on East Marginal Wy. Please advise me of disposition of this matter. I think we may have been waiting for a waiver notice but if, as you expect, the previous requirements we discussed have been removed from the permit requirements, then we probably need to get a copy of the latest requirements letter. Thanks Don! John John Ross Bush Strategic Communicator • • and Media Producer j rb(a,SBDN.biz SF: 415.474.2874 WA OFC: 360.321.2875 P.O. Box 1225 Langley, WA. 98260 • • Jennifer Marshall From: Jennifer Marshall Sent: Wednesday, March 07, 2012 3:49 PM To: Don Tomaso Cc: Bill Rambo; Brenda Holt Subject: RE: D12 -016, Blue Star I am going to be out of the office the rest of the week, so will you please get a copy of the letter as soon as possible to either Bill or Brenda (or both). Thanks! From: Don Tomaso Sent: Monday, March 05, 2012 10:58 AM To: Jennifer Marshall Cc: Al Metzler Subject: RE: D12 -016, Blue Star Jennifer, A relief was granted for this building, I have not sent the letter out yet and will take care of it tomorrow when I'm in the office. Don From: Jennifer Marshall Sent: Monday, March 05, 2012 9:11 AM To: Don Tomaso Cc: Al Metzler Subject: D12 -016, Blue Star Importance: High Good morning Don, Has there been a variance granted on the fire sprinkler requirement for permit D12 -016 which is for the 600 square foot metal shed on the Blue Star Gas property? If so, can we get a copy of the variance letter /approval for our permit file? We need this in order to complete the permit processing. That paperwork will be considered the response to the correction letter mailed out early February which will trigger a routing slip and set of plans get prepared for Al to review. That was the only item on his correction memo so I believe that will result in an approval from you gentlemen. If I get the paperwork from you today I can get a permit package in the Plans Room for Al's review tomorrow. Thanks, Jennifer • • Jennifer Marshall From: Don Tomaso Sent: Monday, March 05, 2012 10:58 AM To: Jennifer Marshall Cc: Al Metzler Subject: RE: D12 -016, Blue Star Jennifer, A relief was granted for this building, I have not sent the letter out yet and will take care of it tomorrow when I'm in the office. Don From: Jennifer Marshall Sent: Monday, March 05, 2012 9:11 AM To: Don Tomaso Cc: Al Metzler Subject: D12 -016, Blue Star Importance: High Good morning Don, Has there been a variance granted on the fire sprinkler requirement for permit D12 -016 which is for the 600 square foot metal shed on the Blue Star Gas property? If so, can we get a copy of the variance letter /approval for our permit file? We need this in order to complete the permit processing. That paperwork will be considered the response to the correction letter mailed out early February which will trigger a routing slip and set of plans get prepared for Al to review. That was the only item on his correction memo so I believe that will result in an approval from you gentlemen. If I get the paperwork from you today I can get a permit package in the Plans Room for Al's review tomorrow. Thanks, Jennifer • City of T'u r . ; i Pala Jim Haggerton, Mayor Department of Community Development Jack Pace, Director February 2, 2012 Chris Mastrup Blue Star Gas Associates 880 N Wright Rd Santa Rosa, CA 95407 RE: Correction Letter #1 Development Permit Application Number D12 -016 Blue Star Gas —10802 East Marginal Wy S Dear Mr. Mastrup, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Fire Department. At this time the Building, Planning, and Public Works Departments have no comments. Fire Department: Al Metzler at 206 971 -8718 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File No. D12 -016 W:\Permit Center \Correction Letters\2012\D12 -016 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: January 26, 2012 Project Name: Blue Star Gas Address: 10802 East Marginal Way S Permit #: D12 -016 Plan Reviewer: Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. 1. Tukwila City Ordinance requires that buildings 500 square feet or larger be equipped with an approved automatic fire sprinkler system and a manual fire alarm system. 2. Please place a note on the plans that the proposed building will be equipped with an automatic fire sprinkler system and a manual fire alarm system. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206- 971 -8718. No further comments at this time. ERMIT COORD COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PROJECT NAME: SITE ADDRESS: D12 -016 BLUE STAR GAS 10802 EAST MARGINAL WY S DATE: 03/14/12 Original Plan Submittal X Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Public Works AWN KVL OVA V1_ Fire Prevention Nt Planning Division Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 03/15/12 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 04/12/12 Approved ❑ Approved with Conditions xi Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 02/29/12 *PERMIT COORD C0RO PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -016 DATE: 01/25/12 PROJECT NAME: BLUE STAR GAS SITE ADDRESS: 10802 EAST MARGINAL WY S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued EPARTMENTS: Budin • 'vision ire Prevention 111\ J...!4 Zn I.�. Plq 'Public W Structural Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 01/26/12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 02/23/12 Approved Approved with Conditions n Not Approved (attach comments) [Xi Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 • 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.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D12-016 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner arypECENED OF ruA MAR 15 2012! Project Name: Blue Star Project Address: 10802 East Marginal Wy S Contact Person: Chris Mastrup Phone Number: 707 -573 -3130 Summary of Revision: Fire Department's has allowed a variance for correction requested. A copy of the variance letter is attached. Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: r Entered in Permits Plus on ��I t C((2- applications \forms - applications on line \revision submi tal Created: 8 -13 -2004 Revised: Contractors or Tradespeople liter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name BLUE STAR GAS ASSOCIATES CO UBI No. 603115243 Phone 7075733130 Status Active Address 880 North Wright Rd License No. BLUESSG898K4 Suite /Apt. License Type Construction Contractor City Santa Rosa Effective Date 6/1/2011 State CA Expiration Date 6/1/2013 Zip 95407 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company GABERVILLE GAS CORPORATION Business Owner Information Name Role Effective Date Expiration Date STEWART, WILLIAM P President 06/09/2011 STEWART, MARLYN R Secretary 06/09/2011 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 Travelers Cas and Surety Co of America 105607173 05/06/2011 Until Cancelled $12,000.00 05/20/2011 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 1 NATL INTERSTATE INS CO PEG480001103 06/01/2011 06/01/2012 $1,000,000.00 05/27/2011 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip /Print.aspx 03/30/2012 DATE/1114E 9/27/2011 - 9:16pm 0 E C \ \ \ \ \ --- - -- - --- ----------- - - - -- \ \ \ \ P L A W N G A P P R O M E D No ohlmgeobee bs nude la these piens without owavai from the Plarinftwe Cqviskxs of OCD APProveder4 Date , 09 Iry t'l� 32' SOUND TRANSIT GUIDEWAY EASEMENT A REVISIONS FILE COPY Permit No 2-� Pan WOW smog is subject to etos Ind ombekmes Approval at construction documents does not authorize the violation of any adopted code or off. Receipt et approved ..r 0 } 1 " Lt. oft 2-- CV Of 11 CwIs DIVISION WILDING 1. CHANGED LOCATION OF 8' X 8' SHED AND FIRE MONITOR. (7/14/11) 2. CHANGED LOCATION OF 30,000 GALLON (WATER CAPACITY) PROPANE TANK, MODIFIED PROPOSED FENCE ALIGNMENT AND CHANGED PROPOSED GATE TO SLIDE GATE. (9/3/11) 3. ADDED 20' X 30' BUILDING TO BE CONSTRUCTED UNDER A SEPARATE PERMIT. (9/3/11) 4. ADDED SIGNAGE TO PROHIBIT PROPANE TRUCK ADDED REQUIREMENT TO PAINT GUIDEWAY EASEMENT, STENCIL NO PROPANE PARKING" ON PAVEMENT, AND POST "NO PROPANE TRUCK PARKING" SIGNAGE ON SUPPORT COLUMNS. (9/9/11) OJECT EUVERY RPOP, u-c P17Graup(ic.com PREPARED FOR: BLUE STAR GAS 880 N. WRIGHT ROAD SANTA ROSA, CA95407 (707) 573 -3130 PROJECT NO: 10014 4 2 3 4 SEPARATE PERMIT REQUIRED FOR: Methenloal PIumbbq Gat P 3b1g City of Tukwila ,BUILDING DnVISIOf( BLUE STAR GAS FACILITY TUKWILA, WASHINGTON 4 REVISIONS: REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. REFER TO REVISION NOTES IN LOWER LEFT CORNER OF DRAWING, ABOVE ENGINEERS SEAL. APPROVED OCT 052011 City of Tukwila PUBLIC Works 0 20 40 1. SIGN DIMENSIONS ARE 12" WIDE X 18" TALL. 2. LETTERS ARE TO BE 1 -1/2" IN HEIGHT. 3. FASTENERS NOT TOO EXCEED 1 -1/2" IN LENGTH. 14'4 NO PROPANE TRUCK PARKING SIGN 3 SCALE: NTS C DECEIVED JAN 2 1'lp1'L 1619 W9RI% RECEiVV'C JAN i . l{gJvvi�;.. f(:biVc) cr v OP Tl l°KWI.A JAN 252012 A PERMIT CENTER RE D SEP 2 ERMIT 011 SITE PLAN D• DRAWING C -1.03 SHEET 4 OF 10 0 SHEET KEYNOTES 1. 8'x8' SHED. REFERENCE DETAILS ON DWG S -5.03. 2. EXISTING 12' X 53' MODULAR OFFICE WITH ADA RAMP. 3. PROPOSED 30,000 GALLON (WATER CAPACITY) PROPANE STORAGE TANK WITH VEHICLE PROTECTION PURSUANT TO NFPA 58. REFERENCE DETAILS ON DWG S -5.01 FOR STRUCTURAL SUPPORT. 4. PROPOSED DELIVERY TRUCK PARKING STALL. 5. EXISTING FIRE HYDRANT. 6. EXISTING GATED INGRESS /EGRESS LOCATION. 7. EMPLOYEE PARKING, 3 FULL SIZE, INCLUDING ONE ADA SPACE. 8. PROPOSED 1,150 (WATER CAPACITY) GALLON TANK TO SUPPLY VEHICLE REFUELING DISPENSERS. REFERENCE DETAIL ON DWG S -5.03. 9. PROPOSED FENCE. 10.PROPOSED 40' SLIDING VEHICLE GATE. 11.PROPOSED PEDE AN GATE 13.EXISTING RAILWAY SUPPORT. NEW SIGNS READING "NO PROPANE TRUCK PARKING" TO BE POSTED ON EACH COLUMN. SIGNS SHALL BE POSTED FOUR FEET ABOVE THE GROUND. REFERENCE DETAIL ON THIS SHEET. _ w141n 15.EXISTING ADA ACCESSIBLE ROUTE. 16.ZONING SET BACK. 17.PROPOSED 2- DISPENSER ISLAND FOR PUBLIC REFUELING OF VEHICLES. REFERENCE DETAILS ON THIS SHEET. THE DISPENSERS WILL BE COVERED BY A PREFABRICATED 2 -POLE CANOPY (16'x26') WITH THE "ALLIANCE AUTOGAS" LOGO. THE CANOPY AND RELATED FOOTINGS WILL BE CONSTRUCTED UNDER A SEPARATE BUILDING PERMIT APPLICATION. 18.PROPOSED INFORMATIONAL KIOSK. THE KIOSK AND RELATED FOOTINGS WILL BE CONSTRUCTED UNDER A SEPARATE BUILDING PERMIT APPLICATION. 19.PROVIDE AND PLACE FOUR - 6" DIAMETER PCC FILLED STEEL BOLLARDS, 4' TALL AND 3' BELOW ADJACENT SURFACE. 20.CONSTRUCT 20'x30' BUILDING UNDER4IEFISIIIMPERMIT. 21. CONSTRUCT FIRE MONITOR WITH 4" CONCRETE FILLED STEEL BOLLARD 4' ALL; D 'I ' . f 22 PLACE 6 -INCH WIDE YELLOW REFLECTIVE STRIPING ALONG THE NORTH AND SOUTH LIMITS OF THE SOUND TRANSIT GUIDEWAY EASEMENT (REC NO. 20061019001881). 23. PLACE 6 -INCH WIDE YELLOW REFLECTIVE LETTERING TO READ NO PROPANE TRUCK PARKING ". LETTERS ARE TO BE LOCATED 18- INCHES CLEAR INSIDE THE NORTH AND SOUTH LIMITS OF THE SOUND TRANSPORTATION EASEMENT, AND SPACED AT " 45 APPROXIMATELY 50 FEET ON CENTER. k ti 10" TUBE STEEL COLUMN FUEL DISPENSER EDDISPENSER ISLAND PLAN ENLARGEMENT SCALE: NTS EXPIED EXISTING AC AUG 12. 2013 REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 0 2012 10" TUBE STEEL COLUMN BOLLARD N / FUEL DISPENSER BOLLARD EXISTING AC 4' ODISPENSER ISLAND CROSS SECTION SCALE: NTS Builder /Contractor Responsibilities Drawing Validity - These drawings, supporting structural calculations and design certification are based on the order documents as of the date of these drawings. These documents describe the material supplied by the manufacturer as of the date of these drawings. Any changes to the order documents after the date on these drawings may void these drawings, supporting structural calculations and design certification. The Builder /Contractor is responsible for notifying the building authority of all changes to the order documents which result in changes to the drawings, supporting structural calculations and design certification. Builder Acceptance of Drawings - Approval of the manufacturer's drawings and design data affirms that the manufacturer has correctly interpreted and applied the requirements of the order documents and constitutes Builder /Contractor acceptance of the manufacturer's interpretations of the order documents and standard product specifications, including its design, fabrication and quality criteria standards and tolerances. (AISC code of standard practice Sept 86 Section 4.2.1)(Mar 05 Section 4.4.1) Code Official Approval - It is the responsibility of the Builder /Contractor to ensure that all project plans and specifications comply with the applicable requirements of any governing building authority. The Builder /Contractor is responsible for securing "all required approvals and permits from the appropriate agency as required. Builder is responsible for State. Federal and OSHA safety compliance - The Builder /Contractor is responsible for applying and observing all pertinent safety rules and regulations and OSHA standards as applicable. Building Erection - The Builder /Contractor is responsible for all erection of the steel and associated work in compliance with the Metal Building Manufacturers drawings. Temporary supports, such as temporary guys, braces, false work or other elements required for erection will be determined, furnished and installed by the erector (AISC Code of Standard Practice Sept 86 Section 7.9.1) (Mar 05 Section 7.10.3) (CSA /S16 -09 Section 29). Discrepancies - Where discrepancies exist between the Metal Building plans and plans for other trades, the Metal Building plans will govern. (AISC Code of Standard Practice Sept 86 Section 3.3) (Mar 05 Section 3.3) Materials by Others - All interface and compatibility of any materials not furnished by the manufacturer are the responsibility of and to be coordinated by the Builder /Contractor or A/E firm. Unless specific design criteria concerning any interface between materials if furnished as a part of the order documents, the manufacturers assumptions will govern. Correction of Errors - Normal erection operations include the correction of minor misfits by moderate amounts of reaming, chipping, welding or cutting and the drawing of elements into line through the use of drift pins. Errors which cannot be corrected by the foregoing means or which require major changes in the member configuration should be reported immediately to the owner and fabricator by the erector, to enable whoever is responsible either to correct the error or to approve the most efficient and economical method of correction to be used by others. (AISC Code of Standard Practice Sept 86 Section 7.12)(Mar 05 Section 7.14) Modification of the Metal Building from Plans - The Metal Building supplied by the manufacturer has been designed according to the Building Code and specifications and the loads shown on this drawing. Modification of the building configuration, such as removing wall panels or braces, from that shown on these plans could affect the structural integrity of the building. The Metal Building Manufacturer or a Licensed Structural Engineer should be consulted prior to making any changes to the building configuration shown on these drawings. The Metal Building ManuFicturer will assume no responsibility for any loads applied to the building not indicated on these dra,x ings. Safety Commitment The Metal Building Manufacturer has a commitment to manufacture quality bu "ding components that can be safely erected. However, the safety commitment and job site practices of the erector are beyond the control of the building manufacturer. It is strongly recommended that safe working conditions and accident prevention is the top priority of any job site. Local, State and Federal safety and health standards, whether standard statutory or customary, should always be followed to help ensure worker safety. Make certain all employees know the safest and most productive way to erect a building. Emergency procedures should be known to all employees. Daily meetings highlighting safety procedures are also recommended. The use of hard hats, rubber sole shoes for roof work, proper equipment for handling material, and safety nets where applicable, are recommended. For purposes of determining lift requirements, no bundles supplied by the manufacturer will exceed 4000 lbs. For further information also reference the bill of materials for individual member weights of other structural members. If additional information is required contact the customer service department. Foundation Design The Metal Building Manufacturer is not responsible for the design, materials and workmanship of the foundation. Anchor rod plans prepared by the manufacturer are intended to show only location, diameter and projection of the anchor rods required to attach the Metal Building System to the foundation. It is the responsibility of the end customer to ensure that adequate provisions are made for specifying rod embedment, bearing values, tie rods and or other associated items embedded in the concrete foundation, as well as foundation design for the loads imposed by the Metal Building System, other imposed loads, and the bearing capacity of the soil and other conditions of the building site. (MBMA 06 Sections 3.2.2 and A3) Shop Primed Steel All structural members of the Metal Building System not fabricated of corrosion resistant material or protected by a corrosion resistant coating are painted with one coat of shop primer meeting the performance requirements of SSPC Paint Specification No. 15. All surfaces to receive shop primer are cleaned of loose rust, loose mill scale and other foreign matter by using, as a minimum, the hand tool cleaning method SSPC -SP2 (Steel Structures Painting Council) prior to painting. The coat of shop primer is intended to protect the steel framing for only a short period of exposure to ordinary atmospheric conditions. Shop Primed steel which is stored in the field pending erection should be kept free of the ,ground -and so-positioned as to minimize water - holding pockets, dust, mud and other contamination of the primer film. Repairs of damage to primed surfaces and /or removal of foreign material due to improper field storage or site conditions are not the responsibility of the manufacturer. The Manufacturer is not responsible for deterioration of the shop coat of primer or corrosion that may result from exposure to atmospheric and environmental conditions, nor the compatibility of the primer to any field applied coating. Minor abrasions to the shop coat (including galvanizing) caused by handling, loading, shipping unloading and erection after painting or galvanizing are unavoidable. Touch -up of these minor abrasions is the responsibility of the End Customer (MBMA Dissimilar" Mdterxials' " "` Never allow your roof to come in contact with, or water runoff from, any dissimilar metal including but not limited to: Copper and Arsenic Salts used in treated lumber, Calcium used in concrete, mortar and grout. Debris Removal Any foreign debris such as sawdust, dirt, animal droppings, etc. will cause corrosion of the roof, gutters, trim, etc. if left on building surfaces for a long enough time. The roof should be periodically inspected for such conditions and if found, they should be removed. GENERAL STEEL CORPORATION C/0 Bu i cing Services Group 13639 W. BRADFORD RD LI TTL TON, CO 80127 P -O\-: 800 - 406 -5176 FAX: 303-979 0084 ENGINEERING DESIGN CRITERIA Building Code 2009 International Building Code Occupancy Category Normal (Category II) Roof Dead Load Superimposed 3.09 psf Collateral ,. ,.. .. 0.50 psf ( O. 00 psf Ce l l i ng 0. 50 psf Other) Roof Live Load .................... 20.00 psf no reduction Snow Ground Snow Load (Pg) ....,... Snow Load Importance Factor (I) F tat Roof Snow Load (Pf) Snow Exposure Factor (Ce) .., Thermal Factor (Ct) Wind 36. 00 psf 1. 00 25. 20 psf 1. 00 1, 00 Basic Wind Speed .. .... ...., 90.00 mph Wind Importance Factor (I) ... 1. 00 Wind Exposure Category . C Internal Pressure Coef (GCpi) 0. 18/ -0, 18 Loads for components not provided by building manufacturer Corner Areas (within 3. 00' of corner) 16. 15 psf pressure -21. 54 psf suction Other Areas 16.15 psf pressure -17.50 psf suction These values are the maximum values required based on a 10 sq ft area. Components with larger areas may have lower wind loads. Seismic Seismic Importance Factor (Ie) 1.00 Seismic Design Category ,..,., D Soil Site Class .............. D Stiff Soil Ss 1 . 530 g Sds ..... 1. 00 g S1 .. .... . , ... O. 528 g Sd 1 .... 0. 528 g Based on ASCE7 -05 Section 12, 8. 1. 3, Ss = 1. 5 maxi mum for regu l car bu l td i ngs Designed Spectral Response Coefficients Sds =1.00 Analysis Procedure .,........, Equivalent Lateral Force Column Line 2 1 SWA & SWC Basic Force Resisting System B4 C4 B- Response Mod i f i cation Coefficient (R) 3. 25 3. 50 3. 25 Se i sm i c Response Coeff i c i ent ( Cs) 0, 308 0, 286 0. 308 Design Base Shear i n kips (V) 0. 5 0. 69 1. 11 Basic Structural System (from ASCE 7 -05 Table 12.2 -1) B4 - Ordinary Steel Concentrically Braced Frame C4 - Ordinary Steel Moment Frame PROJECT NOTES Material properties of steel bar, plate, and sheet used in the fabrication of built -up structural framing members conform to ASTM A529, ASTM A572, ASTM A1101 SS, or ASTM A1011 HSLAS with a minimum yield point of 50 ksi. Material properties of hot rolled structural shapes conform to ASTM A992, ASTM A529, or ASTM A572 with a minimum specified yield point of 50 ksi. Hot rolled angles, other than f l ange ° bt^ aces,' conform to ASTM 36 minimum. Hollow structural shapes conform to ASTM A500 grade B, minimum yield point is 42 ksi for round HSS and 46 'k-� i• for rectangular HSS. Material properties of cold - formed light gage steel members conform to the requirements of ASTM A1011 SS Grade 55, or ASTM A1011 HSLAS Class 1 grade 55, with a minimum yield point of 55 ksi. For Canada, materiol properties conform to CAN /CSA G40.20/G40.21 or equivalent. Bolted joints with A325 -09 Type 1 bolts greater than 1/2' diameter are specified as pretensioned joints in accordance with the Specification for Structural Joints Using ASTM A325 or A490 Botts, June 30, 2004. Pre - Tensioning can be accomplished by using the turn -of -nut method of tightening, calibrated wrench, twist off type tension control bolts or direct tension indicator as acceptable to the Inspecting Agency and Building Official. Instaltatlon Inspection requirements for Pre - Tensioned joints (Specification for Structural. Joints Section 9.2) using turn -of -nut method is suggested. The connections on this project are not slip critical. Using standard gutter with 4 x 5 downspouts, the roof drainage system has been designed using the method outlined in the MBMA Metal Building Systems Manual, Downspout locations have not been located on these drawings. The downspouts are to be placed on the building sidewalls at a spacing not to exceed 127.8 feet with the first downspout from both ends of the gutter run within 63.9 feet of the end. Downspout spacing that does not exceed the maximum spacing will be in compliance with the building code. The gutter and downspout system as provided by the manufacturer is designed to accommodate 4 in /hr rainfall intensity as it corresponds to a 5 year recurrence interval, Framed openings, walk doors, and open areas shall be located in the bay and elevation as shown in the erection drawings. The cutting or removal of girts shown on the erection drawings due to the addition of framed openings, walk doors, or open areas not shown may void the design certifications supplied by the metal building manufacturer. The design collateral toad has been uniformly applied to the design of the building. Hanging loads are to be attached to the purlin web. This may not be appropriate for heavily concentrated loads. Any attached load in excess of 150 pounds shall be accounted for by special design performed by a licensed engineer using concentrated loads and may require seperate support members within the roof system. The metal building manufacturer has not designed the structure for snow accumulation loads at the ground level which may impose snow loads on the wall framing provided by the manufacturer. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 0 2012 City of Tukwila BUILDING DIVISION Drawing Index Page Description El Cover Sheet E2 Roof Framing BLDGA E3 Sidewall BLDG A WALLS SWA & SWC E4 Endwall BLDG A WALL EWB & EWD E5 Main Frame Cross Section E6 Construction drawings EXPI ED AUa.12 2013 b o .0 (1) L U 0 Name & Location: STAR GAS TUKWILA, WA For Erector Installation 0 0 L. L. o Q) O LO z OZ Drawing Status: Scale: NOT TO SCAL E Drawn by JOM 12/1/11 Checked by. PAB 12/1/11 Project Engineer: RM Job Number: 12 -B -73323 Sheet Number: El of 6 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. RUSSELL MA, P.E. Washington P.E. 47539 FC�l:i�i vai CITY OF T11i e: IILA JAN252012 SWC KEY PLAN SWA EWD 1'— 30' -0 OUT /OUT OF STEEL 28' -6 4,, ROOF FRAMING PLAN REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 0 2012 City of Tukwila BUILDING DIVISION EXPIRED AUG 12- 20i3 DID - i''fb A325 BOLT GRIP TABLE GRIP ■ a\% !I\\\1 -\r BOLT LENGTH NOTE: FULL THREAD ENGAGEMENT IS DEEMED TO HAVE BEEN MET WHEN THE END OF THE BOLT ■ . --� Over 9/16" TO 1 1/16" 1 3/4" F.T. 4.10 Over 1 1/16" TO 1 5/16" 2" ■ ■ ■ IS FLUSH THE NUT. WITH THE FACE OF Over 1 5/16" TO 1 9/16" 2 1/4" WI WASHER REQUIRED ONLY WHEN SPECIFIED. Over 1 9/16" TO 1 13/16" 2 1/2" GRIP WASHER MAY BE LOCATED UNDER HEAD OF BOLT, UNDER NUT, OR AT 80TH AT LOCATIONS NOTED ON ERECTION DRAWINGS. ADD 5/32" FOR EACH WASHER TO MATERIAL THICKNESS TO DETERMINE GRIP. Over 1 13/16" TO 2 1/16" 2 3/4" LOCATIONS OF BOLTS LONGER THAN 2 3/4" NOTED ON ERECTION DRAWINGS F. T. DENOTES FULLY THREADED BRACE` _ -'_- ROOF FRAMING PLAN REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 0 2012 City of Tukwila BUILDING DIVISION EXPIRED AUG 12- 20i3 DID - i''fb A325 BOLT GRIP TABLE GRIP LENGTH a\% !I\\\1 -\r BOLT LENGTH NOTE: FULL THREAD ENGAGEMENT IS DEEMED TO HAVE BEEN MET WHEN THE END OF THE BOLT 0 TO 9/16" 1 1/4" F. T. Over 9/16" TO 1 1/16" 1 3/4" F.T. 4.10 Over 1 1/16" TO 1 5/16" 2" IS FLUSH THE NUT. WITH THE FACE OF Over 1 5/16" TO 1 9/16" 2 1/4" WI WASHER REQUIRED ONLY WHEN SPECIFIED. Over 1 9/16" TO 1 13/16" 2 1/2" GRIP WASHER MAY BE LOCATED UNDER HEAD OF BOLT, UNDER NUT, OR AT 80TH AT LOCATIONS NOTED ON ERECTION DRAWINGS. ADD 5/32" FOR EACH WASHER TO MATERIAL THICKNESS TO DETERMINE GRIP. Over 1 13/16" TO 2 1/16" 2 3/4" LOCATIONS OF BOLTS LONGER THAN 2 3/4" NOTED ON ERECTION DRAWINGS F. T. DENOTES FULLY THREADED V Q) 0 .0 Q) Name & Location: 0 TU K WI LA, WA Customer: H Z CI o �-0 0 wdj F- LU 0E- U' C..) J For Erector Installation x Drawing Status: Scale: NOT TO SCALE Drawn by. JOM Checked by. PAB 12/1/11 12/1/11 Project Engineer: RM Job Number: 12 —B -73323 Sheet Number: E2 of 6 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. RUSSELL MA, P.E. Washington P.E. 47539 r= V t. ,, > "� r`3 T" JAN 2 5 2012 Dec 01, 2011 13' -0 EAVE HEIGHT 0 r) 0 N 28' -6 SAG ANGLES 8' -7i 1 5' -7i ELEVATION "SWA" 8' -7i •iCA r' t— 1 N •-KV r— t— 1 N .-IN t— r' I N .-1r`, t— .— 1 N •-KV .— r— 1 N .-IN r .-- 1 N rIN r• t— 1 tV .-101 .— \ 1 N - t— .— I N •-•ry r- I N PBR WALL PANELS PANEL COVERAGE = 3' -0 COLOR = WALL WALL SHEETING ELEVATION "SWA" BLDG A 13' -0 EAVE HEIGHT O r) 4" 4" 0 4C4-- CF H 28'-6 SAG ANGLES 8' -71 1 5' -7 ELEVATION "SWC" •-IN ,— I N N--- r-- .-IN r I N •-KV r r I N '-IN r r I N .- •-IN r- .- I N •-IN ,- r- I IN •-KN f_ l- I N t— *-IN t- I T N .— •-K4 y t- I N r- •-N n— .- 1 N PBR WALL PANELS PANEL COVERAGE = 3' -0 COLOR = WALL WALL SHEETING ELEVATION "SWC" BLDG A REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 0 2012 City of Tukwila BUILDING DIVISION EXP E AUG .12- 7015 o (0 ;o Z 0 1-- Q(r N CC r 1,- rn ',w °or m orn M 3o p z X W L Q cc c W Zm W� 00 STAR GAS TUKWILA, WA Customer: J �Z V) Quo ow wd_J WOI- o o =1 For Erector Installation x O • O ,F;, rn • ro >N(..) O• ,V is Ls ago �o isz oz Scale: NOT TO SCALE Drawn by JOM 12/1/11 Checked by. PAB 12/1/11 Project Engineer: RM Job Number: 12 —B -73323 Sheet Number: E3 of 6 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. RUSSELL MA, P.E. Washington P.E. 47539 CAN OF T1JK`A LA JAN 2 5 2012 PERMiT CE Dec 01, 2011 PBR WALL PANELS PANEL COVERAGE = 3' -0 COLOR = WALL PANEL PKG. REQ'D. = PBS -1 1S—OEAVE HEIGHT 12 1" W/A325 BOLTS W/A325 BOLTS 0 I) C 3'— 6 7' -6 10' -0 20' -0 ELEVATION "EWB" (A) L r N I 1, -0 BACKLAP WALL SHEETING ELEVATION "EWB" BLDG A 1 L NOTE: GIRTS AND /OR WALL PANELS MAY REQUIRE FIELD CUTTING AT FRAMED OPENINGS, WALK DOORS, WINDOWS, LOUVERS, OPEN AREAS, AND /OR CONSTRUCTION (NOT BY STAR) AREAS. PBR WALL PANELS PANEL COVERAGE = 3' -0 COLOR = WALL PANEL PKG. REQ'D. = PBS -2 1S—OEAVE HEIGHT in 0 12 1" I 20' -0 ELEVATION "EWD" N l 1, -0 BACKLAP WALL SHEETING ELEVATION "EWD" BLDG A REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 0 2012 City of Tukwila BUILDING DIVISION EX"IR. : D me 11.2013 bPotb 0 <c o a cc O d' N 1 o oc000 . E 0 o� - o 0 Mww� Z 0 Je5JdL( Wa CD o m CC F Z2 m Wo 0° U ow 0 4 m TUKWILA, WA J O Z F- O N--I (1) <OO� O .4., WD-J W O 1- Q) U' 0 J 0 o U O 0 V L L For Erector Installation wing Status: Scale: NOT TO SCALE Drawn by. JOM 12/1 /11 Checked by PAB 12/1/11 Project Engineer: RM Job Number: 12 —B -73323 Sheet Number: E4 of 6 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. RUSSELL MA, P.E. Washington P.E. 47539 l +, JAN 252012 v Dec 01, 2011 /PROJECTS \XDS —V156- 20110929 FRAME = J: /Active /eng /12 —B- 73323 /ver01 —rwma /Bldg —A /Drftg /x01 L 11/22/11 10: 25: 01 /PROJECTS \XDS —V156- 20110929 FB SET = Eng /12 —B- 73323 /ver01 —rwma /Bldg —A /DRFTG /x01L 13' —O EAVE HEIGHT 12 1" 1 0 12 11" in REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 0 2012 City of Tukwila BUILDING DIVISION 0 i� SPLICE BOLT TABLE CONN. QTY. SIZE TYPE HARDENED BEVELED WASHERS WASHERS A (8) X 2" A325 B &N 0 0 20' -0 OUT /OUT OF STEEL CROSS SECTION AT FRAME LINE "1" 10' -0 94 GENERAL NOTES FRAME CLEARANCES SHOWN ARE APPROXIMATE AND MAY VARY DUE TO CONDITIONS (DEFLECTION). VERTICAL CLEARANCE DIMENSIONS ARE FROM FINISHED FLOOR REFERENCE ELEVATION. EX, IRE AUG ,1 201 b (4)- o b v co Description vu c 0 .0) n) cr Name & Location: STAR GAS TUKWILA, WA For Erector Installation x Drawing Status: Scale: NOT TO SCALE Drawn by JOM 12/1/11 Checked by. PAB 12/1/11 Project Engineer: RM Job Number: 12 —B -73323 Sheet Number: E5 of 6 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. RUSSELL MA, P.E. Washington P.E. 47539 t,svcw JAN 252012 Dec 01, 2011 CENTER HOLE OF FLANGE BRACE MUST ATTACH TO TO PURLIN AS SHOWN NOTE :: PURLIN LAPS MAY VARY IN LENGTH AND MAY NOT NECESSARILY BE THE SAME ON EACH SIDE OF THE RAFTER. SEE ERECTION DRAWINGS FOR LAP SYMBOL AND Z_SECTION LAP TABLE (2) LAP BOLTS MUST BE INSTALLED AT END OF LAP PURLIN CENTER LINE OF FRAME DO NOT INSTALL BOLTS HERE UNLESS CLIPS OR FACTORY WELDED WING PLATES ARE REQUIRED RAFTER FLANGE BRACE FLANGE BRACE CONNECTION TO PURLIN FLANGE BRACE MAY BE REQUIRED ON ONE OR BOTH SIDES OF RAFTER. SEE ERECTION DRAWINGS FOR LOCATIONS a" MATERIAL W /(4) "0 A325 BOLTS A" MATERIAL W /(4) "s A325 BOLTS EAVE STRUT CONNECTION FLUSH COLUMN ROD BRACE BURR THREADS AFTER FINAL TIGHTENING SLOPE WASHER FLAT WASHER HEX NUT ROD BRACE ATTACHMENT SUGGESTED METHOD OF ATTACHMENT TO PURLIN DO NOT INSTALL HANGER DO NOT INSTALL PURLIN CLIPS OF ANY ROD IN FLANGE OF PURLIN KIND ON FLANGE OF PURLIN AS SHOWN THE INCORRECT WAY PURLIN ANGLE (W/ 2 SELF — DRILLERS (NOT BY STAR) HANGER ROD (NOT BY STAR) SEE EXAMPLE BELOW SUGGESTED METHOD An angle is field attached to the web of the purlin to catch hanger rod. This method does not preclude other forms of attachment to the purlin web. The total hanger load shall not exceed the design collateral load for the building. a sample calculation is shown below: 5' (purlin spacing) x 5' (hanger spacing) x 6 psf (collateral load) = 150 lbs. See cover sheet for design collateral load for this building. Note: If this building is designed for 0 psf collateral load, then adding any suspended system (ie. duct work, piping, lights, ceilings, etc.) will correspondingly reduce the live or snow load that the purlins can safely support. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 0 2012 City of Tukwila BUILDING DIVISION EX RE AUG .12- 2013 14.1--- 0 1 0 .cZ L U Q) ca 0 0 z O 1— <c N_ L` o N �r) z 0'86(.138 fr () g ; z m � o p ()an Wa CO U J •� Q � IC"2 c W Wm 0U Name & Location: U W • CO 0 TUKWILA, WA J IJJ 0 13.1 Z I- 0 U (/) E s Q Z 0 QW 0 - vr W a- J v) Z Q! F— • w0I- V 0UJ 0 U L C 0 v L X For Erector Installation O • .0 . L 0 0 NU oCi 0 L L L • 4, cal- N • O L O Scale: NOT TO SCALE Drawn by JOM 12/1/11 Checked by PAB 12/1/11 Project Engineer: RM Job Number: 12 —B -73323 Sheet Number: E6 of 6 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. RUSSELL MA, P.E. Washington P.E. 47539 Rtutiv c.w CITY OF TU (WLA JAN 2 5 2012 PERMIT CENTER Anchor Rod Drawings 1) This drawing is for anchor rod placement only and is not foundation design. 2) Foundation must be square and level with all anchor rods true in size, location, and projection. 3) Projection shown must be held to keep threads clear of finished concrete. 4) This structural design data includes magnitude and location of design loads and suppose conditions, material properties, and type and size of major structural members necessary to show compliance with the Order Documents at the time of this issue. Any change to building loads or dimensions may change structural member sizes and locations shown. This structural design data will be superseded and voided by any future mailing. 5) Anchor rod size is determined by shear and tension at the bottom of the base plate. The length of the anchor rod and method of load transfer to the foundation are to be determined by the foundation engineer, and are not provided by the manufacturer. 6) Anchor rods are ASTM F1554 Gr. 36 material unless noted otherwise. FINISH FLOOR AT ELEVATION 100' -0 1' m 3- SWC EWB KEY PLAN SWA EWD ACCESSORY SCHEDULE MARK DESCRIPTION DETAIL QUAN. A 10' -0 X 10' -0 FRAMED OPENINGS © • • ANCHOR BOLTS TO BE DESIGNED BY FOUNDATION ENGINEER USING DIAMETERS SHOWN IN THIS TABLE. ANCHOR ROD DESCRIPTION QUANTITY 8 "0 DIAMETER X 16 i "0 DIAMETER X • • 8 L OV Do 00 94 (n) J w 3" w z J In/ TYPICAL SECTION i4 "93 ANCHOR RODS BASE OF STEEL AT ELEV. 100' -0 O �- z 00 84 2 3" (e> -J w N 24 w z J O 0 o • °o Wow TYPICAL SECTION i "4 ANCHOR RODS BASE OF STEEL AT ELEV. 100' -0 r) • od 30 00 24 3 -J F.O. WIDTH J w • SLOPE 24 3 34 w z J °= WO. TYPICAL SECTION i "0 ANCHOR RODS BASE OF STEEL AT ELEV. 100' -0 30 0 2 J w 1- 24 w°o °o 0 0 0 0 Nor TYPICAL SECTION ( ID> r0 ANCHOR RODS BASE OF STEEL AT ELEV. 100'— 30' -0 OUT /OUT OF STEEL ' -2 28'-6 4" X BRACE REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 0 2012 City of Tukwila BUILDING DIVISION I •• DO • • • • X BRACE 20'-0 OUT /OUT OF STEEL • • • • 0 co I O) C A • N I •• • •• • I in PO I 0 ., • •• Ct I N •• fr) X BRACE ANCHOR ROD SETTING PLAN EX E AUK 13 201' p« — Z O aIR N 0°608 crmOorn 0 O Z � o M 30 ) U0,WJZM MO Wa 1-60 CO Q CC zm W,RRY V o TUKWILA, WA LA - 0 I-0U 5 <Z Quo ow0 aw �) Z O1- w01 - C) (..) U J For Construction Permit 0 0 0 L 0 x 00 L O V 0 L L L 4. Q U)0 L O 0.Z, 1Z wing Status: 0 Scale: NOT TO SCALE Drawn by.:- JOM 12/1/11 Checked by PAB 12/1/11 Project Engineer: RM Job Number: 12 —B -73323 Sheet Number: F1 of 2 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. RUSSELL MA, P.E. Washington P.E. 47539 (9TV r T 2 5 2012 IA Dec 01, 2011 FRAME ID #01 USER NAME: rwma cs 20./13./15.417 20./90./3 DATE:11 /22/11 PAGE: 1 -2 JOB NAME: 73323A FILE: frame_1.fra SUPPORT REACTIONS FOR EACH LOAD GROUP *LOCATION: Gridlines: 1 NOTES: (1) All reactions are in kips and kip -ft. (2) The seismic overstren, th factor (Omega) is not Included in the "LEQ" Load Group reactions. REACIIONSNOTic cog HR ' VR 1 *-A LOAD GROUP REACTION TABLE * _ TIME: 10: 25: 01 COLUMN * -B * -A BASE PLATE 6.0X9.5X0.375 6.0X9.5X0.375 ANC. RODS (4) -3/4 (4) -3/4 LOAD GROUP HL VL LNL HR VR LNR DL 0.1 0.7 0.0 -0.1 0.7 0.0 COLL 0.0 0.1 0.0 0.0 0.1 0.0 SNOW 0.7 3.9 0.0 -0.7 3.9 0.0 LL 0.6 3.1 0.0 -0.6 3.1 0.0 EQ -0.3 -0.4 0.0 -0.3 0.4 0.0 RBUPEQ 0.0 -0.2 -0.6 0.0 -0.2 -0.6 WL1 -1.5 -3.0 0.0 -1.0 -0.9 0.0 WL2 -1.8 -2.2 0.0 -0.7 0.0 0.0 WL3 1.0 -0.9 0.0 1.5 -3.0 0.0 WL4 0.7 0.0 0.0 1.8 -2.2 0.0 LWL1 0.4 -2.4 0.0 -0.4 -2.1 0.0 RBUPLW 0.0 -0.4 -0.9 0.0 -0.4 -0.9 LWL2 0.4 -2.1 0.0 -0.4 -2.4 0.0 LWL3 0.6 -1.4 0.0 -0.6 -1.3 0.0 LWL4 0.6 -1.3 0.0 -0.6 -1.4 0.0 P2K1 0.3 1.0 0.0 -0.3 1.0 0.0 RBDWLW 0.0 0.4 0.0 0.0 0.4 0.0 RBDWEQ 0.0 0.5 0.0 0.0 0.5 0.0 LOAD GROUP DESORPTION DL COLL SNOW LL EQ RBUPEQ . WL1 WL2 WL3 WL4 LWL1 RBUPLW . LWL2 LWL3 LWL4 P2K1 RBDWLW RBDWEQ Roof Dead Load Roof Collateral Load Roof Snow Load Roof Live Load Lateral Seismic Load [parallel to plane of frame] Upward Acting Rod Brace Load from Longit. Seismic Lateral Primary Wind Load Lateral Primary Wind Load Lateral Primary Wind Load Lateral Primary Wind Load Longitudinal Primary Wind Load Upward Acting Rod Brace Load from Longitud. Wind Longitudinal Primary Wind Load Longitudinal Primary Wind Load Longitudinal Primary Wind Load 2000# Point Load Downward Acting Rod Brace Load from Longit. Wind Downward Acting Rod Brace Load from Long. Seismic FRAME DESCRIPTION: Endwall EWD PATH: R: \ Jobs\ Active \ENG \12 -B- 73323 \ver01 -rwma \Bldg- A \run01\ USER NAME: rwma DATE: 11/21/11 PAGE: EW -1 JOB NAME: 73323A ALE:REW4BLDG1 SUPPORT REACTIONS FOR EACH LOAD GROUP NOTE: All reactions are in kips and kip -ft. REACTION NOTATIONS LOAD GROUP REACTION TABLE COLUMN 2 -A 2 -B BASE PLATE 6.0X8.OX0.375 6.0X8.0X0.375 ANC. BOLTS (4) -5/8 (4) -5/8 LOAD GROUP HL VL LL HR VR LR D 0.0 0.7 0. 0.0 0.7 0. C 0.0 0.1 0. 0.0 0.1 0. L 0.1 2.9 0. -0.1 2.9 0. S 0.1 3.7 0. -0.1 3.7 0. SBAL 0.1 3.7 0. -0.1 3.7 0. w+ -0.1 -2.4 0. 0.1 -2.4 0. w- -0.1 -3.2 -0.9 0.1 -3.2 -0.9 WR -0.1 -2.1 0. 1.2 -3.5 0. WL -1.2 -3.5 0. 0.1 -2.1 0. E+ 0. 0.1 0. 0. 0.1 0. E- 0. -0.2 -0.6 0. -0.2 -0.6 ER 0. 0.3 0. 0.5 -0.3 0. EL -0.5 -0.3 0. 0. 0.3 0. LOAD GROUP DESCRIPMON D • . C . L s SBAL W+ w- WR WL • E+ • E- ER • EL • DEAD LOAD COLLATERAL LOAD LIVE LOAD DESIGN SNOW LOAD BALANCED ROOF SNOW WIND LOAD AS AN INWARD ACTING PRESSURE WIND LOAD AS AN OUTWARD ACTING SUCTION WIND FORCE FROM THE RIGHT WIND FORCE FROM THE LEFT EARTHQUAKE FORCE ACTING INWARD EARTHQUAKE FORCE ACTING OUTWARD EARTHQUAKE FORCE FROM RIGHT EARTHQUAKE FORCE FROM LEFT TIME :16: 03:37 NOTES 1) THE REACTIONS PROVIDED ARE BASED ON THE ORDER DOCUMENTS AT THE TIME OF MAILING. ANY CHANGES TO BUILDING LOADS OR DIMENSIONS MAY CHANGE THE REACTIONS. THE REACTIONS WILL BE SUPERSEDED AND VOIDED BY ANY FUTURE MAILING. 2) THE REACTIONS PROVIDED HAVE BEEN CREATED WITH THE FOLLOWING LAYOUT (UNLESS NOTED OTHERWISE). a) A REACTION TABLE IS PROVIDED WITH THE REACTIONS FOR EACH LOAD GROUP. b) RIGID FRAMES (1) GABLED BUILDINGS (a) LEFT AND RIGHT COLUMNS ARE DETERMINED AS IF VIEWING THE LEFT SIDE OF THE BUILDING, AS SHOWN ON THE ANCHOR ROD DRAWING, FROM THE OUTSIDE OF THE BUILDING. (b) INTERIOR COLUMNS ARE SPACED FROM LEFT SIDE TO RIGHT SIDE. (2) SINGLE SLOPE BUILDINGS (a) LEFT COLUMN IS THE LOW SIDE COLUMN. (b) RIGHT COLUMN IS THE HIGH SIDE COLUMN. (c) INTERIOR COLUMNS ARE SPACED FROM LOW SIDE TO HIGH SIDE. c) ENDWALLS (1) LEFT AND RIGHT COLUMNS ARE DETERMINED AS IF VIEWING THE WALL FROM THE OUTSIDE. (2) INTERIOR COLUMNS ARE SPACED FROM LEFT TO RIGHT. d) ANCHOR ROD SIZE IS DETERMINED BY SHEAR AND TENSION AT THE BOTTOM OF THE BASE PLATE. THE LENGTH OF THE ANCHOR ROD AND METHOD OF LOAD TRANSFER TO THE FOUNDATION ARE TO BE DETERMINED BY THE FOUNDATION ENGINEER. e) ANCHOR RODS ARE ASTM F1554 Gr. 36 MATERIAL UNLESS NOTED OTHERWISE ON THE ANCHOR ROD LAYOUT DRAWING. f) X- BRACING (1) ROD BRACING REACTIONS HAVE BEEN INCLUDED IN VALUES SHOWN IN THE REACTION TABLES. (2)FOR IBC AND UBC BASED BUILDING CODES, WHEN X- BRACING IS PRESENT IN THE SIDEWALL, INDIVIDUAL LONGITUDINAL SEISMIC LOADS (RBUPEQ AND RBDWEQ) DO NOT INCLUDE THE AMPLIFICATION FACTOR, no. (3) FOR CANADA BUILDING CODE (NBC), WHEN X- BRACING IS PRESENT IN THE SIDEWALL OR ENDWALL, INDIVIDUAL LONGITUDINAL SEISMIC LOADS (RBUPEQ & RBDWEQ) ARE MULTIPLIED BY FORCE REDUCTION FACTOR, Rd, WHEN SPECIFIED SHORT- PERIOD SPECTRAL ACCELERATION RATIO IEFaSa(O.2) IS GREATER THAN 0.45. 3) REACTIONS ARE PROVIDED AS UN- FACTORED FOR EACH LOAD GROUP APPLIED TO THE COLUMN. THE FOUNDATION ENGINEER WILL APPLY THE APPROPRIATE LOAD FACTORS AND COMBINE THE REACTIONS IN ACCORDANCE WITH THE BUILDING CODE AND DESIGN SPECIFICATIONS TO DETERMINE BEARING PRESSURES AND CONCRETE DESIGN. THE FACTORS APPLIED TO LOAD GROUPS FOR THE STEEL COLUMN DESIGN MAY BE DIFFERENT THAN THE FACTORS USED IN THE FOUNDATION DESIGN. THE MANUFACTURER DOES NOT PROVIDE "MAXIMUM" LOAD COMBINATION REACTIONS. HOWEVER, THE INDIVIDUAL LOAD REACTIONS PROVIDED MAY BE USED BY THE FOUNDATION ENGINEER TO DETERMINE THE APPLICABLE LOAD COMBINATIONS FOR HIS /HER DESIGN PROCEDURES AND ALLOW FOR AN ECONOMICAL FOUNDATION DESIGN. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2.0.2012 City of Tukwila BUILDING DIVISION EX IRE AUG .1Z 2013 0 U U O w ED TUKWILA, WA J Z 0 C0 /1 v J Q 0 000 ct CL _J Z H- Z w 0 1-- V O C.) For Construction Permit O 0 O Drawing Status Scale: NOT TO SCALE Drawn by. JOM 12/1/11 Checked by PAB 12/1/11 Project Engineer: RM Job Number: 12 -B -73323 Sheet Number: F2 of 2 The engineer whose seal appears hereon is an employee for the manufacturer for the materials described herein. Said seal or certification is limited to the products designed and manufactured by manufacturer only.The undersigned engineer is not the overall engineer of record for this project. RUSSELL MA, P.E. Washington P.E. 47539 hLi,lwlvl� 0 /TY OF Tt lilrrl. 4 JAN252012 PER AT CE1 I EFL. Dec 01, 2011 FA E: \PDGROUP Projects \7 8 O G -4 4 O 0 ..a G O O 4 O.. d° o. 4 a • 4. Oa G a. TYPE 1 FOOTING, REF DETAIL 1 HEREON. SEE CERTIFIED BUILDING DRAWINGS FOR ANCHOR BOLT PLACEMENT TYPE 1 FOOTING, REF DETAIL 1 HEREON. 'ROJEGT pELIVERY GROUP, u-.c PDGrouplIc.com DATE: TYPE 1 FOOTI \G SCALE: NTS PREPARED FOR: 0 .04 4 ANCHOR RODS AND BASED PLATE PURSUANT TO CERTIFIED BUILDING DRAWINGS. 3" CLR BETWEEN EXCAVATION AND REINFORCING STEEL. #3 TIES 12 - #5 BARS EVENLY DISTRIBUTED ANCHOR RODS AND BASE PLATE PURSUANT TO CERTIFIED CONSTRUCTION DRAWINGS. 12" MINIMUM EMBEDMENT. EXISTING ASPHALT SURFACE #3 TIES @3 "OC 3/8" PLATE. FIX TO THREADED ROD WITH NUT ABOVE AND BELOW PLATE. TACK WELD NUT TO PLATE. #3 TIES @ 12" OC 12 - #5 BARS EVENLY DISTRIBUTED 3" CLR BETWEEN EXCAVATION AND REINFORCING STEEL. IF SOFT, UNSTABLE SOILS OR WATER TABLE ARE ENCOUNTERED DURING EXCAVATION, PLEASE CONTACT THE ENGINEER OF RECORD IMMEDIATELY. WORK DONE WITHOUT WRITTEN APPROVAL OF THE ENGINEER IS THE CONTRACTORS RESPONSIBILITY. (z) GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2009 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), LOCAL RULES AND STANDARDS OF GOVERNING AGENCIES HAVING JURISDICTION. 2. PRIOR TO DIGGING VERIFY LOCATION AND DEPTH OF UTILITIES AND ANY OTHER UNDERGROUND INTERFERENCE. CALL TWO BUSINESS DAYS BEFORE YOU DIG AT 811. 3. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF SITE CONDITIONS, INSTALLATION STANDARDS AND CONSTRUCTION CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO SHOP FABRICATION AND /OR FIELD ERECTION. DISCREPANCIES BETWEEN SITE CONDITIONS AND THE CONSTRUCTION DRAWINGS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. WORK DONE WITHOUT THE ENGINEER'S APPROVAL IS THE RESPONSIBILITY OF THE CONTRACTOR. 4. ALL SPECIAL INSPECTION AND TESTING SHALL BE PERFORMED BY AN INDEPENDENT INSPECTION AND TESTING AGENCY HIRED BY THE OWNER. CONTRACTOR SHALL COORDINATE WITH INSPECTION AND TESTING AGENCY FOR REQUIRED CONSTRUCTION INSPECTIONS AND MATERIAL TESTING. 5. DESIGN LOADS: PER CERTIFIED BUILDING DRAWINGS 6. REFERENCES: • IBC 2009 • ASCE 7 -05 • ACI 318-08 FOUNDATIONS 1. FOUNDATION DESIGN BASED ON AN ALLOWABLE SOIL BEARING OF 1,500 PSF. CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. CONCRETE DESIGN IS BASED ON A COMPRESSIVE STRENGTH OF 3000 PSI, SPECIAL INSPECTION REQUIRED PER IBC 1704.4. 2. REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60 MINIMUM, DEFORMED. FABRICATE REINFORCEMENT PER ACI 318 -08, CLASS "B" SPLICES UNLESS NOTED OTHERWISE. 3. REINFORCEMENT SHALL BE CONTINUOUS BENT AROUND CORNERS, OR CORNER BARS OF THE SAME SIZE MAY BE INSTALLED WITH MINIMUM LEG LENGTH THAT CONFORMS TO ACI 318 -08, CLASS "B" SPLICES. 4. TOOL ALL EXPOSED EDGES WITH A CONCAVE TOOLING DEVICE. 5. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 117 AND ACI 301. 6. CAST IN PLACE CONCRETE SHALL MEET THE FOLLOWING REQUIREMENTS: • ACI 117 - STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS • ACI 301 - SPECIFICATIONS FOR STRUCTURAL CONCRETE • AC1 302 - GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION • ACI 305 - HOT WEATHER CONCRETING • ACI 306 - COLD WEATHER CONCRETING 7. WELDING OF REINFORCING BARS SHALL NOT BE PERMITTED. SCALE DO NOT SCALE DRAWINGS. USE DIMENSIONS PROVIDED. GRAPHIC SCALE INDICATIONS ARE SHOWN AS A GUIDE FOR INTERPRETATION OF DRAWINGS. ADDRESS SITE - 10802 EAST MARGINAL WAY SOUTH, TUKWILA, WA. REVIEWED FOR CODE COMPLIANCE APPROVED MAR 2 0 2012 City of Tukwila BUILDING DIVISION EX'' IRE AUG .1z 2013 ANCHOR RODS AND BASE PLATE PURSUANT TO CERTIFIED DRAWINGS. 12" MINIMUM EMBEDMENT. EXISTING ASPHALT SURFACE 2 #4 BARS, CONTINUOUS ,-- #3 HOOPS @5'OC 2 - #4 BARS, CONTINUOUS 3/8" PLATE. FIX TO THREADED ROD WITH NUT ABOVE AND BELOW PLATE. TACK WELD NUT TO PLATE. 1' -0" TYPE 2 FOOTI \G SCALE: NTS BLUE STAR GAS 880 N. WRIGHT ROAD SANTA ROSA, CA 95407 (707) 573-3130 PROJECT NO: 10014 BLUE STAR GAS FACILITY TUKWILA, WASHINGTON REVISIONS: 7 FOUNDATION PLAN 3" CLR BETWEEN EXCAVATION AND REINFORCING STEEL. IF SOFT, UNSTABLE SOILS OR WATER TABLE ARE ENCOUNTERED DURING EXCAVATION, PLEASE CONTACT THE ENGINEER OF RECORD IMMEDIATELY. WORK DONE WITHOUT WRITTEN APPROVAL OF THE ENGINEER IS THE CONTRACTORS RESPONSIBILITY. o ((0 REGtbVt!) CITY OF Tt. ;KVO A JAN 252012 PERMIT CENTER DRAWING 5 -1.01 SHEET 1 OF 1