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Home My WebLink AboutPermit D11-287 - JACKSONS STORE - CANOPYJACKSON STORE CANOPY 13138 INTERiJRBAN AV S Di 1-287 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.: 0003000108 Address: 13138 INTERURBAN AV S TUKW Suite No: Project Name: JACKSONS STORE CANOPY Permit Number: D11 -287 Issue Date: 03/23/2012 Permit Expires On: 09/19/2012 Owner: Name: PACWEST ENERGY LLC Address: 3450 COMMERCIAL CT , MERIDIAN ID 83642 Contact Person: Name: CARYL MATTSON Address: 18215 72 AV S , KENT WA 98032 Contractor: Name: EVERGREEN ENVIRONMENTAL SERVICES INC Address: 17108 9 AV SE , MILL CREEK WA 98012 Contractor License No: EVERGES061J5 Lender: Name: Address: Phone: 425 656 -1063 Phone: 425 - 787 -8987 Expiration Date: 01/14/2014 DESCRIPTION OF WORK: CONSTRUCTION OF 2120 SF CANOPY OVER (4) VEHICLE FUELING POSITIONS (VFP). (THIS RESULTS IN THERE BEING NO CHANGE TO THE NUMBER OF VFP BETWEEN PREVIOUS AND CURRENT STORES.) REFER TO PERMIT D11-286 FOR SITE WORK AND UTILITIES. Value of Construction: $138,287.60 Fees Collected: $2,964.02 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: IIB Occupancy per IBC: 0026 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D11 -287 Printed: 03 -23 -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: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. _ Signature: Print Name: Vitqvimcoj C-e K)0(O. 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. Date: 1\t/\ 2.3 l a 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 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. 4: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: 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 doc: IBC -7/10 D11 -287 Printed: 03 -23 -2012 inspection agency and shall be submitted toBuilding Official prior to and as a conditional inspection approval. 7: 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. 8: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: 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). 11: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 12: 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. doc: IBC -7/10 D11-287 Printed: 03 -23 -2012 Site Address: CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto: //www. ci.tukwila. wa. us BCE #14700 Building Permit No. Mechanical Permit No. Plumbing /Gas Permit No. Public Works Permit No. Project No. (pt(- 4) (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** King Co Assessor's Tax No.: 0003000108 13138 Interurban Avenue South (@ 48th Avenue S.) Tenant Name: Jacksons Store No. 631 Property Owners Name: PacWest Energy, LLC Mailing Address: 3450 East Commercial Court Suite Number: Floor: New Tenant: 0 Yes m .. No Meridian, Idaho City State 83642 Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Ms. Caryl Mattson, Design Engineer C*onsulting Mailing Address: 18215 - 72nd Avenue South, Kent 98032 E -Mail Address: cmattson @barghausen.com Engineers, Inc. , 425 Day Telephone: ) 656 -1063 Kent, Washington City State Fax Number: (425) 251 -8782 98032 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: TBD Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: State Zip ARCHITECT OF RECORD All plans must be stamped by Architect of Record Company Name: N/A Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: State Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Barghausen Consulting Engineers, Inc. Mailing Address: 18215 - 72nd Avenue South Contact Person: David Segal, P.E. E -Mail Address: dsegal @barghausen.com H:\ApplicationsWorns- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Kent, Washington City State Day Telephone: (425) 251 -6222 Fax Number: (425) 251 -8782 98032 Zip 14700- F -APPL -BLDG- Canopy- 2011- 08- 12.pdf Page l of 6 BUILDING PERMIT INFORMATION - 206 -431 -3670 Valuation of Project (contractor's bid price): $ 82,807.20 Existing Building Valuation: $ 57,730.68 Scope of Work (please provide detailed information): Demelistrexisting-tAnTritrarertrarrETTUPY. Construct a new 2,120 square foot canopy over four (4) vehicle fueling positions (VFP). {There will be no changes in the number of VFP's} Will there be new rack storage? ❑ Yes ❑.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? Compact: Handicap: ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ❑ 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:\Applications\Fotms- Applications On Line12010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 St Floor 2nd Floor 3"I Floor Floors thru Basement Accessory Structure* l_ 2,120 II -B M Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Will there be a change in use? Compact: Handicap: ❑ Yes ❑ No If `yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes ❑ 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:\Applications\Fotms- Applications On Line12010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 PUBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): Demolish existing 1,478- square foot canopy. Construct a new 2,120 square foot canopy over four (4) vehicle fueling positions (VFP). {There will be no changes in the number of VFP's} - Civil Design Plans are submitted for this project under the Building Permit for the Convenience Store Call before you Dig: 1- 800 -424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District 0 ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑...Valley View ❑ .. Renton ❑ ... 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): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical information Report (Storm Drainage) m .. Geotechnical Report ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(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 cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑. ❑. ❑. ❑. ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑...Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less 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 Monthly Service Billing to: Name: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: Mailing Address: City Water Meter Refund /Billing: Name: Mailing Address: State Zip Day Telephone: City State Zip H:Wpplications\For ms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 3 of 6 1 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER O AUTHORIZED AGEN-3 Signature: Print Name: Barghausen Consulting Engineers, Ms. Caryl Mattson, Design Engineer Mailing Address: 18215 - 72nd Avenue South Date: R---s-.301/ Day Telephone: (425) 656 -1063 Kent WA 98032 City State Zip Date Application Accepted: pblti7a1 U Date Application Expires: o2-lz99i1v Staff Initials: H:Wpplications\Fonns- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 6 of 6 Citfilnf Tukwila, • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: hto://www.ci.tukwila.wa.us SET RECEIPT RECEIPT NO: R12 -00906 Initials: JEM Payment Date: 03/05/2012 User ID: 1165 Total Payment: 11,325.70 Payee: PACWEST ENERGY LLC SET ID: 1017 SET NAME: JACKSON STORES SET TRANSACTIONS: Set Member Amount D11 -285 652.40 D11 -286 6,892.55 'D11 -287 1,798.15 EL11 -0791 505.30 EL11 -0792 212.90 M11 -118 553.55 PG11 -126 710.85 TOTAL: 652.40 TRANSACTION LIST: Type Method Description Amount Payment Check 0007347 11,325.70 TOTAL: 11,325.70 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES ELECTRICAL PERMIT - NONR GAS - NONRES MECHANICAL - NONRES PLAN CHECK - NONRES PLUMBING - NONRES PW BASE APPLICATION FEE PW LAND ALT PERMIT FEE PW PERMIT /INSPECTION FEE PW PLAN REVIEW STATE BUILDING SURCHARGE 000.322.100 5,947.70 000.322.101.00.0 718.20 000.322.103.00.0 63.00 000.322.102.00.0 538.85 000.345.830 14.70 000.322.103.00.0 647.85 000.322.100 250.00 000.342.400 89.50 000.342.400 2,992.40 000.345.830 50.00 640.237.114 13.50 TOTAL: 11,325.70 Cif, of Tukwila. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: hit,,: //www.ci.tukwila.wa.us SET RECEIPT Copy Reprinted on 08 -23 -2011 at 15:10:53 08/23/2011 RECEIPT NO: R11 -01842 Initials: JEM Payment Date: 08/23/2011 User ID: 1165 Total Payment: 4,593.29 Payee: BARGHAUSEN CONSULTING ENGINEERS, INC. SET ID: S000001558 SET NAME: JACKSON STORE 631 SET TRANSACTIONS: Set Member Amount D11 -285 193.64 D11 -286 2,756.50 D11 -287 1,165.87 EL11 -0791 126.33 EL11 -0792 53.23 M11 -118 120.01 PG11 -126 177.71 TOTAL: 126.33 TRANSACTION LIST: Type Method Description Amount Payment Check 29585 4,593.29 TOTAL: 4,593.29 ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PLAN - NONRES PLAN CHECK - NONRES PW BASE APPLICATION FEE 000.345.832.00.0 000.345.830 000.322.100 TOTAL: 179.56 4,163.73 250.00 4,593.29 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (206) 431 -367 x(_27 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Projecr 1 Ar. fJArOcf/ N Type Inspection: u, (3, 16 t`,rrI f Address: i'k Date Called: Special Instructions: / Date Wanted:. _. ( /�a_Irr ,. 3 — (L - p.m. Requester: Phone No: , pegymr r Approved per applicable codes. Corrections required prior to approval. COMMENTS: / I 6) �- (Irr »c (�A (�C (,� J / I / \ pegymr r Or ......'".... A 1 r. Inspect r: Date:.. _- 1_ (Z ❑ REINSPECTION FEE REQUIRED. PFior to next inspection. fee must be paid at 6300 Southcenter Blvd., Su(te 100. Call to schedule reinspection. INSPEC' ION NO. • INSPECTION RECORD Retain a copy with permit t - PERMIT NO. CITY • OF TUKWILA BUILDING-DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 f, (206) 431 -3670 Permit lnspection'Request Line (206) 431 -2451 • �•5 • r V. • • ProJec ' Address: 3 's 6 1 Sp c..al Instructions: Type n: N Date Called: Date Wanted- a.m. Requester: Phone i°5-5-08',9 : 9 oO - �t- aApproved per applicable codes. 1 {orrections required prior to approval. 'COMMENTS: r'. Date: REINSPECTION FEE REQUIRED. Prior to n ,t inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Caltto schedule reinspection. 4-1N INSPECTION NO. INSPECTION RECORD Retain: a copy with permit —2.7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 12-- (206) 431. -3670 Permit Inspection Request Line (206) 431 -2451 Project: r Thke_ .ions- ST-04- Type ofinspection: - f Win` A Address: !Ilse !-t (7 ? h414 Date Called: Special Instructions: Date Winrted: t �d'm: Requester: Phone No: riApproved per applicable codes. Corrections required prior to approval. COMMENTS: .Q. (D. ' 3 e r �� i►4.00rp-r ; — by Ps i r El SPECTION FEE REQUIIi : D. Prior to ext inspection, fee must be ai at 6300 Southcenter Blvd., Suite 10'. Call to schedule reinspection. Peyton - Tomita & Associates, LLC JOB TITLE 40x57 CANOPY 954 Town & Country Road Orange, CA 92868 JOB NO. BR1085 SHEET NO. 1 Ph:(714)245 -4930, Fax:(714)245 -4933 CALCULATED BY DEP DATE 4/27/11 CHECKED BY DATE CS09 Ver2011.01.20 www.struware.com FILE COPY Permft No. STRUCTURAL CALCULATIONS FOR 40x57 CANOPY 13138 INTERURBAN AVE. S., TUKWILA, WA REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2011 City of Tukwila BUILDING DIVISION crtirenStA AUG 2 3 2011 PERMIT CENTER p 2:S1 Peyton- Tomita & Associates, LLC JOB TITLE 40x57 CANOPY 954 Town & Country Road Orange, CA 92868 JOB NO. BR1085 ___ SHEET NO. 2 Ph:(714)245 -4930, Fax:(714)245 -4933 CALCULATED BY DEP DATE 4/27/11 CHECKED BY DATE www.struware.com Code Search Code: International Building Code 2009 Occupancy: Occupancy Group = M Mercantile Occupancy Category & Importance Factors: Occupancy Category = 11 Wind factor = Snow factor = Seismic factor = Type of Construction: Fire Rating. 1.00 1.00 1.00 Roof = 0.0 hr Floor = 0.0 hr Building Geometry: Roof angle (0) 0.00 / 12 0.0 deg Building length (L) 57.0 ft Least width (B) 40.0 ft Mean Roof Ht (h) 15.8 ft Parapet ht above grd 18.3 ft Minimum parapet ht 2.5 ft Live Loads: Roof 0 to 200 sf 20 psf 200 to 600 sf: 24 - 0.02Area, but not Less than 12 psf over 600 sf: 12 psf Awnings and canopys 5 psf Floor Typical Floor 50 psf Partitions 15 psf Stairs & Exitways 100 psf Balconies (exterior) - same as occupan 50 psf Mechanical Corridors above first floor 80 psf Lobbies & first floor corridors 100 psf Peyton - Tomita & Associates, LLC 954 Town & Country Road Orange, CA 92868 Ph:(714)245-4930, Fax :(714)245-4933 JOB TITLE 40x57 CANOPY JOB NO. BR1085 SHEET NO. - -- - CALCULATED BY DEP DATE 4/27/11 CHECKED BY DATE Wind Loads : Importance Factor 1.00 Basic Wind speed 85 mph Directionality (Kd) 0.85 Exposure Category B Enclosure Classif. Open Building Internal pressure +/ -0.00 Kh case 1 0.701 Kh case 2 0.584 Type of roof Monoslope Topographic Factor (Kzt) Topography Hill Height (H) Half Hill Length (Lh) Actual H/Lh = Use H/Lh = Modified Lh = From top of crest: x= Bldg up /down wind? Flat 80.0 ft 100.0 ft 0.80 0.50 160.0 ft 50.0 ft downwind H/Lh= 0.50 K1= x/Lh = 0.31 K2 = z/Lh =0.10 K3= At Mean Roof Ht: Kzt = (1 +K1K2K3)^2 = Gust Effect Factor h = 15.8 ft B = 40.0 ft /z (0.6h) = 30.0 ft Rigid Structure = 0.33 1= ;in = c= gQ, gv = L2 = Q= 12= G= 320 ft 30 ft 0.30 3.4 310.0 ft 0.91 0.30 0.87 use G = 0.85 0.000 0.792 1.000 1.00 ESCARPMENT 2D RIDGE or 3D AXISYMMETRICAL HILL Flexible structure if natural frequency < 1 Hz (T > 1 second). However, if building h/B < 4 then probably rigid structure (rule of thumb). h/B = 0.40 Therefore, probably rigid structure G = 0.85 Using rigid structure default Flexible or Dynamically Sensitive Structure Natural Frequency (n1) = 0.0 Hz Damping ratio (13) = 0 /b = 0.45 /a = Vz = N, = Rn= Rh = RB = RL = gR = R= G= 0.25 54.8 0.00 0.000 28.282 28.282 28.282 0.000 0.000 0.000 0.000 h = 0.000 0.000 15.8 ft Peyton - Tomita & Associates, LLC 954 Town & Country Road Orange, CA 92868 Ph:(714)245 -4930, Fax:(714)245 -4933 JOB TITLE 40x57 CANOPY JOB NO. BR1085 SHEET N0. CALCULATED BY DEP DATE 427/11 CHECKED BY DATE Wind Loads - Open Buildings (per ASCE7 -05): 0.25 5 h1L 51.0 Type of roof= Monoslope Free Roofs Wind Flow = Clear Main Wind Force Resisting System Kz = Kh (case 2) = 0.58 Roof pressures - Wind Normal to Ridge G = 0.85 Roof Angle= 0.0 deg Base pressure (qh) = 9.2 psf Wind Flow Load Case Clear Wind Flow Wind Direction y=0 & 180 deg Cnw Cnl ' >2h Clear Wind Flow Cnw 1.20 0.30 Clear Wind `, - p=- -_ - - -� 9.4 psf - - - -2.3 psf Flow 13 Cn = 1.10 0.10 < 16 sf -- -- -- _- -------- -- ---- > 16, <_ 64 sf _ -- -- - -- 22.5 �W�f - 16.9 psf - - 11.2 f Ps _- _----_ p = -7875-sf- _ -0.8 psf NOTE: I). Cnw and Cnl denote combined pressures from top and bottom roof surfaces. 2). Cnw is pressure on windward half of roof Cn1 is pressure on leeward half of roof 3). Positive pressures act toward the roof. Negative pressures act away from the roof. Roof pressures - Wind Parallel to Ridge, y = 90 d Wind Flow Load Case Clear Wind Flow Horizontal Distance from Windward Edge <h >h <2h ' >2h Clear Wind Flow A Cn= .-------- P= -0.80 6 2 p s -0.60 -4 .7 psf -0.30 ------Trig B __ Cn = ____ p =- -- 0_.80 _ _ 6.2 0.50 __ 3.9 psf - 0.30 +2.3 psf Fascia Panels - Horizontal pressures qp = 9.2 psf Components & Cladding - roof pressures Kz = Kh (case 1) = 0.70 Base pressure (qh) = 11.0 psf 0.85 G= h= 15.8 ft 2h= 31.7 ft Windward fascia: 13.8 psf (GCpn = +1.5) Leeward fascia: -9.2 psf (GCpn = -1.0) a = 4.0 ft a2 = 16.0 sf 4a2 = 64.0 sf Effective Wind Area Clear Wind Flow zone 3 zone 2 zone 1 positive negative positive negative positive negative C" < 16 sf -__---7g4"-s7 ------>T6-, 564 sf - - - 2.40 - - -1 80 -� 1.20 -3.30 M_ 170_ -1.10 1.80 -- 1.80 -- 1.20 -1.70 -1.70 _ -1.10 1.20 1.20 _ - -- -- 120 -1.10 ---- 1.10 - - -- -1.10 Wind pressure < 16 sf -- -- -- _- -------- -- ---- > 16, <_ 64 sf _ -- -- - -- 22.5 �W�f - 16.9 psf - - 11.2 f Ps -30.9 -- -- ---� -15.9 psf • 10.3 psf 16.9 � 16.9 psf ------ 2 f - psf -15.9 � 112 � -102sf -- -10.3 psf --10.3 psf -15.9 psf --- 112 psf 11.2 psf -10.3 psf'- Peyton-Tomita & Associates, LLC 954 Town & Country Road Orange, CA 92868 Ph:(714)245-4930, Fax:(714)245-4933 JOB TITLE 40x57 CANOPY JOB NO. BR1085 SHEET NO. S CALCULATED BY DEP DATE 4/27/11 CHECKED BY DATE WIND DIRECTION y. 0%180* WEND DTICCCUON vo =t• ifint) DLICSCZION, Location of Wind Pressure Zones PITCHED L MONOSLOPE WIND DIRECTION 0•,180• TROUGH L WIND DIRECTION v tr. 180* b5CetOSLOEL WIND DIRECTUM WOW DUaXTION, WIND IX-n=0N v = 90° MAIN WIND FORCE RESISTING SYSTEM 3 et; 1 3 MONDSLOPE e < MU= ZMIliELQIIIIIQUOIE2122£ COMPONENTS AND CLADDING e to. 3 3 , _ 1 -1 _ 2 — 1 1 3 3 ZMIliELQIIIIIQUOIE2122£ COMPONENTS AND CLADDING e to. Peyton - Tomita & Associates, LLC 954 Town & Country Road Orange, CA 92868 Ph:(714)245 -4930, Fax :(714)245 -4933 JOB TITLE 40x57 CANOPY JOB NO. BR1085 SHEET NO. C. CALCULATED BY DEP DATE 427/11 CHECKED BY DATE Snow Loads : Roof slope = 0.0 deg Horiz. eave to ridge dist (W) = 40.0 ft Roof length parallel to ridge (L) = 57.011 Type of Roof Monoslope Ground Snow Load Pg = 20.0 psf Importance Category = II Importance Factor I = 1.0 Thermal Factor Ct = 1.20 Exposure Factor Ce = 1.0 Pf= 0.7•Ce'Ct•I•Pg Pf min = 16.8 psf 20.0 psf Flat Roof Snow Load Pf = 20.0 psf Rain on Snow Surcharge Angle = 0.80 deg Code Maxinwm Rain Surcharge 5.0 psf Rain on Snow Surcharge = 5.0 psf Unobstructed Slippery Surface (per Section 7.4) = no Sloped -roof Factor Cs = 1.00 Roof Snow Load (Ps plus rain) = 21.8 psf ( "balanced" snow load) Building Official Minimum = 25.0 psf Leeward Snow Drifts - from adjacent higher roof Upper roof length lu = 0.0 ft Projection height h = 0.0 ft Building separation s = 0.0 ft Adjacent structure factor 1.00 Snow density y = 16.6 pcf Balanced snow height hb = 1.31 ft hc= -1.31 ft hcJhb <0.2 = -1.0 Therefore, no drift Drift height Drift width Surcharge load: hd = 0.00ft w = -10.51 ft pd =g•hd= 0.0psf Windward Snow Drifts - Arninst walla, parapets, etc more than 15' long Building roof length lu = 40.0 ft Projection height h = 2.511 Snow density y = 16.6 pcf Balanced snow height hb = 1.31 ft he = 1.15 ft bc/hb >0.2 = 0.9 Therefore, design for drift Drift height Drift width Surcharge load: hd = 1.1511 w = 7.41 ft pd = g•hd = 19.0 psf NOTE: Alternate spans of contimrous beans and other areas shall be loaded with half the design roof snow load so as to produce the greatest possible effect - see code. F=; Balarcad Snow Load nommillommi Exposure Factor, Ce Tenain Exposure of roof Fully Partially Sheltered Above treeline Alaska -no trees A B C D n/a 0.9 0.9 0.8 0.7 0.7 1.1 1.0 1.0 0.9 0.8 0.8 1.3 1.2 1.1 1.0 via n/a Roof Snow Load (Ps plus rain) = 21.8 psf ( "balanced" snow load) Building Official Minimum = 25.0 psf Leeward Snow Drifts - from adjacent higher roof Upper roof length lu = 0.0 ft Projection height h = 0.0 ft Building separation s = 0.0 ft Adjacent structure factor 1.00 Snow density y = 16.6 pcf Balanced snow height hb = 1.31 ft hc= -1.31 ft hcJhb <0.2 = -1.0 Therefore, no drift Drift height Drift width Surcharge load: hd = 0.00ft w = -10.51 ft pd =g•hd= 0.0psf Windward Snow Drifts - Arninst walla, parapets, etc more than 15' long Building roof length lu = 40.0 ft Projection height h = 2.511 Snow density y = 16.6 pcf Balanced snow height hb = 1.31 ft he = 1.15 ft bc/hb >0.2 = 0.9 Therefore, design for drift Drift height Drift width Surcharge load: hd = 1.1511 w = 7.41 ft pd = g•hd = 19.0 psf NOTE: Alternate spans of contimrous beans and other areas shall be loaded with half the design roof snow load so as to produce the greatest possible effect - see code. F=; Balarcad Snow Load nommillommi Peyton-Tomita & Associates, LLC 954 Town & Country Road Orange, CA 92868 Ph:(714)245-4930, Fax:(714)245-4933 JOB TITLE 40x57 CANOPY JOB NO. BR1085 SHEET NO. _..!, CALCULATED BY DEP DATE iifin 1 CHECKED BY DATE Snow Loads : Roof slope = 0.0 deg Horiz. cave to ridge dist (W) = 40.0 ft Roof length parallel to ridge (L) = 57.0 ft Type of Roof Monoslope Ground Snow Load Pg = 20.0 psf Importance Category Importance Factor I = 1.0 Thermal Factor Ct = 1.20 Exposure Factor Ce = 1.0 Pf= 0.7*CesCe1*Pg P f min • 16.8 psf • 20.0 psf Flat Roof Snow Load Pf = 20.0 psf Rain on Snow Surcharge Angle = 0.80 deg Code Maximum Rain Surcharge 5.0 psf Rain on Snow Surcharge 5.0 psf Unobstructed Slippery Surface (per Section 7.4) = no Sloped-roof Factor Cs = 1.00 Roof Snow Load (Ps phis rain) = 21.8 psf ("halmr-ed" snow load) Building Official Minimum = 25.0 psf Leeward Snow Drifts - from adjacent higher roof Upper roof length lu = 0.0 ft Projection height h = 0.0 ft Building separation $ = 0.0 ft Adjacent structure factor 1.00 Snow density y = 16.6 pcf Balanced snow height hb = 1.31 ft hc = -1.31 ft hc/hb <0.2 = -1.0 Therefore, no drift Drift height hd = 0.00 ft Drift width w = -10.51 ft Surcharge load: pd = g*hd 0.0 psf Windward Snow Drifts - Against walls. parapets, etc more than 15' lone Building roof length lu = 57.0 ft Projection height h = 2.5 ft Snow density y = 16.6 pcf Balanced snow height hb = 1.31 ft hc = 1.15 11 hc/hb >0.2 = 0.9 Therefore, design for drift Drift height hd = Drift width w = Surcharge load: pd = = 1.1511 9.1611 19.0 psf NOTE: Alternate spans of conlimrous beams and other areas shall be loaded with half the design roof snow load so as to produce the greatest possible effect - see code. Balancad Snow Load osiiiiimmommo Exposure Factor, Ce Terrain Exposure of roof Fully Partially Sheltered Above treeline Alaska-no trees A B C D n/a 0.9 0.9 0.8 0.7 0.7 1.1 1.0 1.0 0.9 0.8 0.8 1.3 1.2 1.1 1.0 n/a n/a Roof Snow Load (Ps phis rain) = 21.8 psf ("halmr-ed" snow load) Building Official Minimum = 25.0 psf Leeward Snow Drifts - from adjacent higher roof Upper roof length lu = 0.0 ft Projection height h = 0.0 ft Building separation $ = 0.0 ft Adjacent structure factor 1.00 Snow density y = 16.6 pcf Balanced snow height hb = 1.31 ft hc = -1.31 ft hc/hb <0.2 = -1.0 Therefore, no drift Drift height hd = 0.00 ft Drift width w = -10.51 ft Surcharge load: pd = g*hd 0.0 psf Windward Snow Drifts - Against walls. parapets, etc more than 15' lone Building roof length lu = 57.0 ft Projection height h = 2.5 ft Snow density y = 16.6 pcf Balanced snow height hb = 1.31 ft hc = 1.15 11 hc/hb >0.2 = 0.9 Therefore, design for drift Drift height hd = Drift width w = Surcharge load: pd = = 1.1511 9.1611 19.0 psf NOTE: Alternate spans of conlimrous beams and other areas shall be loaded with half the design roof snow load so as to produce the greatest possible effect - see code. Balancad Snow Load osiiiiimmommo Peyton - Tomita & Associates, LLC JOB TITLE 40x57 CANOPY 954 Town & Country Road Orange, CA CA 92868 JOB NO. BR10S5 SHEET NO. Ph:(714)245 -4930, Fax:(714)245 -4933 CALCULATED BY DEP DATE 4127/11 CHECKED BY DATE T Seismic Loads: Occupancy Category: II Importance Factor (1) : 1.00 Site Class : D Ss (0.2 sec) = S1 (1.Osec)= Fa = Fv = 1.000 1.500 147.00 %g 50.50 %g Sms = Sml = 1.470 Sns = 0.980 Design Category = D 0.758 SDI = 0.505 Design Category = D Seismic Design Category = D Number of Stories: 1 Structure Type: Moment - resisting frame systems of steel Horizontal Struct Irregularities: No plan Irregularity Vertical Structural Irregularities: No vertical Irregularity Flexible Diaphragms: Yes Building System: Cantilevered Column Systems detailed to conform to the requirements for: Seismic resisting system: Ordinary steel moment frames System Building Height Limit System not permitted for this seismic design category Actual Building Height (hn) = 15.8 ft See ASCE7 Section 12.2.5 for exceptions and other system limitations DESIGN COEFFICIENTS AND FACTORS Response Modification Factor (R) = System Over - Strength Factor (Do) = Deflection Amplification Factor (Cd) = SEG = SDI = 1.25 0.75 1.25 0.980 0.505 Seismic Load Effect (E) = p QE +1- 0.2SDs D Special Seismic Load Effect (E) = f2o QE +1- 0.2SDs D PERMITTED ANALYTICAL PROCEDURES = P QE +1- 0.196D = 0.8 QE +1- 0.196D Index Force Analysis (Seismic Category A only) Method Not Permitted Simplified Analysis Use Equivalent Lateral Force Analysis Equivalent Lateral -Force Analysis Building period coef. (CT) = Approx fmdamental period (Ta) = User calculated fundamental period (T) = Long Period Transition Period (TL)_ Seismic response coef. (Cs) = need not exceed Cs = but not less than Cs = USE Cs = Permitted 0.028 { �nl = ASCE7 map Sdsl/R = Sdl 1 /ET - 0.044Sds = 0.255 sec x= 0.80 0 sec 6 0.784 1.583 0.043 0.784 Design Base Shear V = 0.784W Model & Seismic Response Analysis - Permitted (see code for procedure) ALLOWABLE STORY DRIFT Structure Type: All other structures Allowable story drift = 0.020hsx where hsx is the story height below level x p = redundancy coefficient QE = horizontal seismic force D = dead load Cu = 1.40 Tmax = CuTa = 0.357 Use T= 0.255 9 DECK CANTILEVER LOADS LENGTH =L= 4.00 FT DECK WT.= 2.5 PSF MISC. WT.= 0.5 PSF DEAD WT. =W= 3 PSF FASCIA WT. =P= 20 PLF MOMENT= WLA2 /2 +PL =MD= 104 FT- LBS /FT LIVE LOAD =Lr= 20 PSF MOMENT= Lr *LA2 /2 =ML= 160 FT- LBS /FT SNOW LOAD =Pf= 25 PSF MOMENT= Pf *LA2 /2 =MS= 200 FT- LBS /FT SNOW DRIFT LOADS W1 @ FASCIA= DRIFT WIDTH= W2 @ SUPPORT= 19 PSF 7.41 FT 8.74 PSF MOMENT= W2 *L ^2/2 +.5(W1- W2)L *2/3L =MDR= 125 FT- LBS /FT WIND PRESSURES ZONE 3 DOWN =pv= ZONE 3 UPLIFT =pv= FASCIA WINDWARD =ph= FASCIA LEEWARD =ph= 22.5 PSF -30.9 PSF -13.8 PSF 9.2 PSF FASCIA H= C.O.A. =d= MW WIND= MW LEE= MOMENT= pv *L ^2 /2 +ph *H *d =MW= 2.79 FT 0.98 FT -38 FT- LBS /FT 25 FT- LBS /FT 205 FT- LBS /FT -285 FT- LBS /FT LOAD COMBINATIONS MD= 104 FT- LBS /FT MD +MLr= 264 FT- LBS /FT MD +MS +MDR= 429 FT- LBS /FT MD +MW= 309 FT- LBS /FT MD +.75(MS +MW)= 408 FT- LBS /FT MAXIMUM= 429 FT- LBS /FT= 6.858 IN- K/PNL. OK ALLOWABLE= 7.309 IN- K/PNL. .6MD -MW= -223 FT- LBS /FT= 3.560 IN- K/PNL. OK ALLOWABLE= 10.321 IN- K/PNL. ' DECK SPAN LOADS DECK WT.= MISC. WT.= DEAD WT. =W= 2.5 PSF 0.5 PSF 3 PSF MOMENT <= WL ^2 /8 =MD= LIVE LOAD =Lr= 20 PSF MOMENT <= Lr *L ^2 /8 =ML= SNOW LOAD =Pf= 25 PSF MOMENT <= Pf *L ^2 /8 =MS= SNOW DRIFT LOADS W1 @ FASCIA= DRIFT WIDTH= W2 @ 1st RIB= 19 PSF 9.16 FT 16.23 PSF MOMENT <= W2 *L ^2/8 =MDR= LENGTH =L= 10.67 FT WIND PRESSURES EFFECTIVE AREA =L *U3= 37.93 SQ.FT. ZONE 3 DOWN= 16.90 PSF ZONE 3 UPLIFT= -15.90 PSF MOMENT <= pv *L ^2 /8 =MW= LOAD COMBINATIONS MD= MD +MLr= MD +MS +MDR= MD +MW= MD +.75(MS +MW)= MAXIMUM= ALLOWABLE= 43 FT- LBS /FT 327 FT- LBS /FT 629 FT- LBS /FT 283 FT- LBS /FT 490 FT- LBS /FT 629 FT- LBS /FT= .6MD -MW= -201 FT- LBS /FT= ALLOWABLE= 43 FT- LBS /FT 284 FT- LBS /FT 356 FT- LBS /FT 231 FT- LBS /FT 240 FT- LBS /FT -226 FT- LBS /FT 10.066 IN- K/PNL. OK 10.321 IN- K/PNL. 3.209 IN- K/PNL. OK 7.309 IN- K/PNL. la 11 CFS Version 5.0.3 Section: BRDECK40.sct BESTWORTH- ROMMEL GR 40 DECK Rev. Date: 6/14/2006 8:06:38 AM David Peyton Peyton - Tomita & Associates Page 1 Section Inputs Material: A653 SQ Grade 40 Apply strength increase from cold work of forming. Modulus of Elasticity, E 29500 ksi Yield Strength, Fy 40 ksi Tensile Strength, Fu 55 ksi Warping Constant Override, Cw 0 in ^6 Torsion Constant Override, J 0 in ^4 Part 1, Thickness 0.0346 in (20 Gage) Placement of Part from Origin: X to center of gravity 0 in Y to center of gravity 0 in Outside dimensions, Open shape Length Angle Radius Web k Hole Size Distance (in) (deg) (in) Coef. (in) (in) 1 0.625 90.000 0.093750 None 0.000 0.000 0.313 2 1.250 180.000 0.093750 None 0.000 0.000 0.625 3 3.035 270.000 0.093750 Nested 0.000 0.000 1.517 4 16.000 180.000 0.093750 None 0.000 0.000 8.000 5 3.000 90.000 0.093750 Nested 0.000 0.000 1.500 6 1.078 0.000 0.093750 None 0.000 0.000 0.539 7 0.438 270.000 0.093750 None 0.000 0.000 0.219 CFS Version 5.0.3 Section: BRDECK40.sct BESTWORTH - ROMMEL GR 40 DECK Rev. Date: 6/14/2006 8:06:38 AM Full Section Properties David Peyton Peyton - Tomita & Associates Page 2 Area 0.86263 in ^2 Wt. Ix Sx(t) Sx(b) Iy Sy(1) Sy(r) I1 I2 Ic Io 1.070 in ^4 0.4651 in ^3 1.4583 in ^3 31.805 3.8690 3.5359 31.810 1.065 32.875 36.415 in ^4 in ^3 in ^3 in ^4 in ^4 in ^4 in ^4 rx y(t) y(b) Height ry x(1) x (r) Width rl r2 rc ro 0.0029330 k /ft 1.114 2.301 0.734 3.035 6.072 8.221 8.995 17.215 6.073 1.111 6.173 6.497 in in in in in in in in in in in in Width 24.932 in Ixy 0.409 in ^4 a - 89.239 deg Xo -0.554 in Yo -1.948 in jx 0.597 in jy 10.699 in Cw 46.566 in ^6 J 0.000344 in ^4 Fully Braced Strength - 2004 North American Specification - US (ASD) Compression Pao 6.413 Ae 0.28859 Tension Ta k in ^2 21.033 k Shear Vay 2.240 k Vax 0.000 k Positive Maxo Ixe Sxe(t) Sxe (b) Negative Maxo Ixe Sxe(t) Sxe (b) Moment 10.321 1.012 0.4309 1.4735 Moment 7.309 0.504 0.3638 0.3051 k -in in ^4 in ^3 in ^3 k -in in ^4 in ^3 in ^3 Positive Moment Mayo 51.176 Iye 23.439 Sye(1) 3.7533 Sye(r) 2.1366 Negative Moment Mayo 50.083 Iye 21.938 Sye(1) 2.0909 Sye(r) 3.2630 k -in in ^4 in ^3 in ^3 k -in in ^4 in ^3 in ^3 12 13 PURLIN LOADS: PURLIN TRIB DL Lr Pf SD ED EF A 10.083 57.8 201.7 252.1 80.5 191.6 201.7 B 9.917 22.3 198.3 247.9 -10.1 188.4 198.3 C 9.917 22.3 198.3 247.9 -10.1 188.4 198.3 D 10.083 57.8 201.7 252.1 80.5 191.6 201.7 TOTALS 40.0 160.0 800.0 1000.0 140.8 760.0 800.0 PURLIN +W -W NA NB PA PB A 112.9 -103.9 94.8 -86.7 - 62.5 -47.4 -23.2 62.5 39.3 23.2 B 111.1 -102.1 83.8 -74.9 - 61.5 -46.6 -22.8 61.5 38.7 22.8 C 111.1 -102.1 32.3 -18.3 - 61.5 -46.6 -22.8 61.5 38.7 22.8 D 112.9 -103.9 23.2 -8.1 - 62.5 -47.4 -23.2 62.5 39.3 23.2 TOTALS 448.0 -412.0 234.0 -188.0 NA =WIND NORMAL TO RIDGE, CASE A NB =WIND NORMAL TO RIDGE, CASE B PA =WIND PARALLEL TO RIDGE, CASE A PB =WIND PARALLEL TO RIDGE, CASE B WINDWARD FASCIA 13.8 PSF LEEWARD FASCIA 9.2 PSF FASCIA HEIGHT 2.7916667 FT LATERAL WIND LOAD 64.21 PLF NO. OF PURLINS 4 16.1 PLF/PURLIN SEISMIC LOAD Ve= 0.784 W Wd= 160.0 PLF We 31.4 PLF/PURLIN Pd= 800 LBS Pe= 156.8 LBS/PURLIN 7.X -.202k -.39 - .192k/ N1 -1.7 N4 - .39k/ft - .39k/ft 'I 11.11..... 11211 -.202k AAA, 4.12 A:,1111N. N1 \'11V /1114. \'_. 13.257 Loads: LC 2, D +Pf +SD +ED Results for LC 2, D +Pf +SD +ED Member z Bending Moments (k -ft) Y- direction Reaction units are k and k -ft 11.768 IIy PEYTON - TOMITA & ASSO.. DEP 1085 OUTSIDE PURLIN SK -1 Apr 27, 2011 at 1:58 PM untitled.r3d Beam: MI Shape: W14X26 Material: A992 Length: 13.5 ft I Joint: N1 J Joint: N2 LC 2: D +Pf +SD +ED Code Check: 0.497 (bending) Report Based On 97 Sections Dy -1.699 at 0 ft in Dz in Vy A k -.202 at 0 ft -6.703 at 13.5 ft Vz k T k -ft 49.85 at 13.5 ft Mz k -ft My k -ft fa ksi 16.982 at 13.5 ft ksi - 16.982 at 13.5 ft ksi AISC 360 -05: ASD Code Check Direct Analysis Method Max Bending Check Location Equation Bending Flange Bending Web 0.497 13.5 ft H1-1b Compact Compact Fy 50 ksi Pnc/om 51.03 k Pnt/om 230.24 k Mny /om 13.822 k -ft Mnz/om 100.299 k -ft Vny /om 70.941 k Vnz/om 75.826 k Cb 1 Lb KUr Sway Max Shear Check Location Max Defl Ratio Compression Flange Compression Web Y -Y 13.5 ft 150.501 No Z -Z 13.5 ft 28.701 No L Comp Flange 1.333 ft Torque Length 13.5 ft Tau_b 1 0.094 (y) 13.5 ft L/95 Non - Slender Qs =1 Slender Qa =1 /6 CARRYING BEAM LOADS: PURLIN TRIB DL Lr Pf SD ED NA NB PA PB A 28.5 2589 5748 7184 2294 1183 2701 -2471 -1652 1567 B 28.5 1573 5653 7066 -288 1163 2387 -2134 -1624 1541 C 28.5 1573 5653 7066 -288 1163 920 -523 -1624 1541 D 28.5 2589 5748 7184 2294 1183 661 -230 -1652 1567 TOTALS 8324 22800 28500 4013 4693 6669 -5358 -6552 6217 - 13.25k 25.248 Loads: LC 2, D +Pf +SD +ED Results for LC 2, D +Pf +SD +ED Member z Bending Moments (k -ft) Y- direction Reaction units are k and k -ft l7 PEYTON - TOMITA & ASSO.. DEP BR1085 CARRYING BEAM SK -2 Apr 27, 2011 at 2:23 PM untMed.r3d Beam: MI Shape: W14X61 Material: A992 Length: 9 ft I Joint: N1 J Joint: N2 LC 2: D +Pf +SD +ED Code Check: 0.478 (bending) Report Based On 97 Sections Dy - 1.142atOft in Dz in Vy A k - 13.25 at 0 ft - 13.798 at 9 ft Vz k T k -ft 121.717 at 9ft Mz k -ft My k -ft fa ksi 15.85 at 9ft ksi -15.85 at 9 ft ksi MSC 360 -05: ASD Code Check Direct Analysis Method Max Bending Check Location Equation Bending Flange Bending Web 0.478 9ft H1 -1b Compact Compact Fy 50 ksi Pnc /om 464.671 k Pnt/om 535.928 k Mny /om 81.836 k -ft Mnzlom 254.491 k -ft Vny /om 104.175 k Vnz/om 231.621 k Cb 1.676 Lb KUr Sway Max Shear Check Location Max Defl Ratio 0.132 (y) 9ft L/95 Compression Flange Non -Slender Compression Web Non - Slender Y -Y 9ft 44.173 No L Comp Flange Torque Length Tau _b 9ft 9ft 1 Z -Z 9ft 18.062 No 1 8 PEYTON - TOMITA & ASSOCIATES 04/27/2011 ) CHECK PONDING:(APPND. 2) PRIMARY W 14X61 SECOND W 14X26 Lp= 14 ft Ls= 30.00 ft S= 10.67 ft Ip= 640 inA4 Is= 245 inA4 Id= 0.759 inA4 /ft > 0.3236346 inA4 /ft O.K. Cs= 0.112849 Cp= 0.0057624 Cp +0.9Cs= 0.1073265 < 0.25 O.K. THE ROOF SYSTEM IS STABLE AND NO FURTHER INVESTIGATION IS REQ'D. 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245 -4930 2d COLUMN LOADS: DL 5138 Lr 11400 Pf 14250 SD 3515 ED 2346 NA 6226 915 HORIZ NB -5855 915 HORIZ PA -3276 642 HORIZ PB 3108 642 HORIZ E 4028 HORIZ Company : PEYTON-TOMITA & ASSOCIATES Designer : DEP Job Number : 1085 COLUMN 2) Apr 28, 2011 8:05 AM Checked By: Load Combinations 1 Description Sol.. PD.. SR.. BLC FactorBLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC FactorBLC Factor Yes 1 2 D+Pf+SD+ED -Y -2 1 • : . 3 D+NA Yes 1 1 1 D+.75(Pf+NA) Yes A -.75 .5. .6D+NB Yes Yes:. Y 1 .6 1.14 6 1 7 .46D+.7E 1141347.1-..25(••E) Yes 1 .46 7 .7 1 .875 .46D+1.25(.7E) 1 .46 7 .875 Member AISC 360-05: ASD Steel Code Checks (By Combination) LC Member Shape UC Max 1 1 M1 16SCH10 .015 0 .000 0 -,. 189.8 ,. 259.252 „ 106.531 106.531 1 H1-1b W:44,--,,:'::.-';': Mi 16SCH1O :',4:1j68',;;i:;'-::O.N.:4f;.1:1 :'t', ::i;.,:06sP- , .:-,.'18681:::: 59'..252 106:1 31,-106531 1 lq:H1-1 b 3 3 M1 16SCH10 .202 0 .015 0 189.8 259.252 106.531 106.531 1.727 H1-1b 4:;.,q;:,,-;:-M1 :::':',':- ,..1.6SCH10:.z 7:•!..- )014' :5'0 .'-',0'.: 012 i. -z.4.:Vi.0 -R -',1..89:10:!, 259:252i 4•.+56ft31:1'.013Z1f* ftht ilf4te- 5 5 M1 16SCH10 .169 0 .015 0 189.8 259.252 106.531 106.531 1.729 H1-1b •KV: :*-6:' l',';::;'• :- A6S " 1 :::::0';514,-..;& ':;ii.:..0i"..1:1:1742:' '‘..02i'Cef- ;,11803::: 2591:252 111653T-1 06 f53t 1 698 Ht;lli -:- 7 7 M1 16SCH10 .499 0 .042 0 189.8 259.252 106.531 106.531 1.698 H1-1b RISA-3D Version 9.0.1 [J:\CAD FILES\BESTROMM\20111BR1085\untitled.r3d] Page 1 Column: MI Shape: 16SCH10 Material: A53 Gr.B Length: 17.25 ft I Joint: N1 J Joint: N2 LC 6: 1.14D +.7E Code Check: 0.514 (bending) Report Based On 97 Sections Dy -1.011 at 17.25 ft in Dz in 6.685 at 0 ft 5.857 at 17.25 ft Vy 3.267 at 0 ft 2.869 at 17.25 ft Vz k T k -ft 52.92 at 0 ft k -ft My k -ft fa .54at0ft .474 at 17.25 ft ksi 13.242 at 0 ft ksi - 13.242 at 0 ft ksi AISC 360 -05: ASD Code Check Direct Analysis Method Max Bending Check 0.514 Location 0 ft Equation H1 -1b Bending Flange Non - Compact Bending Web Non - Compact Fy 35 ksi Pnc /om 189.8 k Pnt/om 259.252 k Mny /om 106.531 k -ft Mnz/om 106.531 k -ft Vny /om 77.776 k Vnz/om 77.776 k Tn /om 102.08 k -ft Cb 1.698 Lb KUr Sway Max Shear Check Location Max Defl Ratio Compression Flange Compression Web Y -Y 17.25 ft 78.055 No Z -Z 17.25 ft 78.055 No L Comp Flange 17.25 ft Torque Length NC Tau_b 1 0.042 (s) Oft L/205 Non - Slender Non - Slender ZZ PEYTON - TOMITA & ASSOCIATES TOP OF COLUMN CONNECTION: 04/28/2011 2'3 .6PDL +WL= 2772 LBS USE: 4-3/4 DIA. A307 BOLTS IN TENSION T= 693.00 LBS Ta= 9940.00 LBS OK USE: 3/4" X 16" X 1' -10" PLATE M= 2079.00 IN -LBS Mn/1.67= Fy *Z/1.67= 48502.99 IN -LBS OK USE: 6" OF 1/4 FILLET EA. SIDE fweld= 231.00 PLI Fw= 3712.00 PLI OK CHECK AS SEISMIC DRAG 1.25 *0.7 *VE = 3.52 K 1.2 *Va *4 BOLTS: 25.44 K OK 1.2 *Fweld= 53.45 K OK 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245 -4930 BASE CONNECTION LOAD CASE LOADS: L4 .46D +1.25(.7E) Py= 2.697 K Vx= 4.023 K Vz= O K Mz= 65.516 FT -K Mx= 0.00 FT -K T= 0 FT -K DATA: COL. W= 16 IN. BASE PL. T= 1.25 IN. A.R. SPCNG= 16 IN. dl= 17.25 IN. d2= 17.25 IN. Mz/d 1/2= 22.79 K Mx/d2 /2= 0.00 K P /4= -0.67 K TBOLT= 22.11 K ALLOWABLE INCREASE= 1.2 (ASCE 7 -05 12.4.3.3) USE: 1.25 IN. DIA. F1554 GR. 36 ANCHOR ROD Ta= 32.04 K OK M PL.= 73.28 IN -K Beff= 7.88 IN. Mn/1.67= 79.60 IN -K MEMBER 16 "DIA. SCH.10 PIPE LWELD= 50.27 IN. SzWELD= 201 IN.2 SyWELD= 201 IN.2 JWELD= 3217 IN.3 OK fay= -0.054 KLI fvx= 0.080 KLI fvz= 0.000 KLI fbz= 3.910 KLI fbx= 0.000 KLI fR(SRSS)= 3.857 KLI D REQ'D= 3.464 /16THS USE 1/4" FILLET WELD CAP= 4.454 KLI OK PEYTON - TOMITA & ASSOCIATES 04/28/2011 PURLIN CONNECTION (AISC 13TH ED. ASD) PRYING W 14X26 T= 3314.250 LBS B= 9940.000 LBS d= 0.750 IN. bf= 5.025 IN. GAGE= 2.75 IN. tf= 0.42 IN. tw= 0.255 IN. b= 1.248 IN. a= 1.138 IN. b'= 0.873 IN. a'= 1.513 IN. 1.513 ROE= 0.577 1.934 d'= 0.813 IN. p= 4.998 IN. 1 DELTA= 0.837 - 1.678466 BETA= 3.466 ALPHA'= 1.000 treq'd= 0.180 OK tc= 0.422 - 0.792801 ALPHA= 0.000 Q= 0 TOTAL T= 3314 OK PURLIN CONNECTION PRYING W 14X61 T= 3314.250 LBS B= 9940.000 LBS d= 0.750 IN. bf= 9.995 IN. GAGE= 5.5 IN. tf= 0.645 IN. tw= 0.375 IN. b= 2.563 IN. a= 2.248 IN. b'= 2.188 IN. a'= 2.623 IN. 2.623 ROE= 0.834 3.578 d'= 0.813 IN. p= 2.513 IN. 1 DELTA= 0.677 - 2.536093 BETA= 2.397 ALPHA'= 1.000 treq'd= 0.420 OK tc= 0.942 - 0.427611 ALPHA= 0.000 Q= 0 TOTAL T= 3314 OK 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245 -4930 2S PEYTON - TOMITA & ASSOCIATES CHECK WEB BENDING FOR LATERAL BEAM W 14X26 tw= k= d= Gage =G= F= h =d -K= M =F *h= Mn/1.67= 0.255 IN 0.82 IN 13.91 IN 2.75 IN. 1145 LBS 13.09 IN. 14988.05 IN -LB 486.71 IN -LB /IN 30.79 IN REQD beff=3h= 39.27 IN PROVD OK V= Tbolt= M /G /2= Tbolt= OK 2958 LBS 739.5 LBS 2725 LBS 3465 LBS <_ (1.14D +.7E) (1.14D +.7E) 9940 LBS 04/28/2011 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245 -4930 A Company : PEYTON- TOMITA & ASSOC., LLC May 3, 2011 Designer : DEP Job Number : BR1085 CANOPY FOOTING Checked By: Sketch 8.5 ft A Di A C 8.5 ft Bottom Rebar Plan A B 416 @15.83 in W 9 co Di 8.5 ft #6@15.83 in iC X Dir. Steel: 3.09 in2 (min)(7 #6) Z Dir. Steel: 3.09 in2 (min)(7 #6) Top Rebar Plan Footing Elevation 12 in Pedestal Reber Plan (, c5r o -6" RISAFoot Version 3.0 [J: \...\... \... \... \FOOTING.rft] Page 1 Company : PEYTON- TOMITA & ASSOC., LLC Designer : DEP Job Number : BR1085 CANOPY FOOTING May 3, 2011 Checked By: Geometry. Materials and Criteria Length Width Thickness Height :8.5 ft :8.5 ft :24 in : 30 in eX :O in eZ :0 in pX :12 in pZ :12 in Footing Top Bar Cover Footing Bottom Bar Cover Pedestal Longitudinal Bar Cover Loads :3.5 in :3.5 in :3.5 in Net Allowable Bearing Concrete Weight Concrete fc Design Code :2000 psf (net) :145 pcf :2.5 ksi :ACI 318 -05 Overturning Safety Factor Coefficient of Friction Passive Resistance of Soil Steel fy :60 ksi Minimum Steel :.0018 Maximum Steel :.0075 :1 Phi for Flexure :0.9 :0.4 Phi for Shear :0.75 :0 k Phi for Bearing :0.65 DL SL ELX ELY Vx (k Vz (k Mx (k -ft Mz (k -ft erburden (asf 5.864 1 DL 2566.21 647.374 (A) .252 275 1 20.111 2566.21 925.727 (A) .361 DL +. 875ELY +.875.1DL +,875ELY +.875ELX 2566.21 4.597 .582 .6DL- .875ELY +.8 74.393 1.149 1805.6 (A) .704 68.139 .756 Soil Bearing Description r +Mx D C Z A D } +OOvv}err 11 Categories and Factors Gross Allow.(asf) Max Bearing (psf) Max/Allowable Ratio DL 1 DL 2566.21 647.374 (A) .252 DL +SL 1 DL +1 SL 2566.21 925.727 (A) .361 DL +. 875ELY +.875.1DL +,875ELY +.875ELX 2566.21 1493.7 (A) .582 .6DL- .875ELY +.8 ..60L- .875ELY +.875ELX 2566.21 1805.6 (A) .704 A D B A C D 1DL QA: 647.374 psf QB: 647.374 psf QC: 647.374 psf QD: 647.374 psf NAZ: -1 in NAX: -1 in 1DL +1SL QA: 925.727 psf QB: 925.727 psf QC: 925.727 psf QD: 925.727 psf NAZ: -1 in NAX: -1 in Footing Flexure Design (Bottom Bars) 1DL +.875ELY +,875ELX .6DL - .875ELY +.875ELX QA: 1493.7 psf QB: 1493.7 psf QC: 0 psf QD: 0 psf NAZ: -1 in NAX: 90.314 in QA: 1805.6 psf QB: 1805.6 psf QC: 0 psf QD: 0 psf NAZ -1 in NAX: 42.313 in Descri ption Categories and Factors Mu-XX (k -ft) Z Dir As (in2) Mu -ZZ (k -ft) X Dir As (in2 1.4DL 1.4DL 6.892 .076 6.892 .076 1.2DL +1.6SL 1.2DL +1.6SL 32.525 .36 32.525 .36 1. 2D+ 1 .25ELY +1..1.2DL +1.25ELY +1.25ELX 7.096 .078 59.41 .659 . 90L- 1.25ELY +1...9DL- 1.25ELY- 1.25ELX 3.243 .036 68.139 .756 Footing Flexure Design (Top Bars) Description Categories and Factors Mu -XX (k -ft) Z Dir As (in2) Mu -ZZ (k -ft) X Dir As (in2 ) 1 SW +OB 1 1SW +10B- (.9DL- 1.25EL..,.9DL -1.2` EL..) .134 1 .001 1 33.768 1 .374 1 Moment Capacity of Plain Concrete Section Along XX and ZZ= Ok- ft,Ok -ft Per Chapter 22 of ACI 318. RISAFoot Version 3.0 [J: \... \... \... \... \FOOTING.rft] Page 2 Company : PEYTON- TOMITA & ASSOC., LLC Designer : DEP Job Number : BR1085 CANOPY FOOTING May 3, 2011 Checked By: Footing Shear Check Two Way (Punching) Vc: 517.213 k One Way (X Dir. Cut) Vc 205.275 k One Way (Z Dir. Cut) Vc: 205.275 k Punching X Dir. Cut Z Dir. Cut egories and Factors Vu (k) Vu /oVc Vu(k) Vu/1 Vc Vu(k) Vu/QSVc 1.4DL 1.4DL 7.506 .019 2.032 .013 2.032 .013 1.2DL +1.6SL 1.2DL +1.6SL 35.419 .091 9.589 .062 9.589 .062 1.2D +1.25ELY +1 ..1.2DL +1.25ELY +1.25ELX 8.229 .021 2.092 .014 18.701 .121 . 9DL- 1.25ELY +1. ..9DL- 1.25ELY- 1.25ELX 6.64 .017 .956 .006 22.36 .145 Pedestal Design Shear Check Results (Envelope): Shear Along X Direction Vc: 9.9 k Shear Along Z Direction Vc: 9.9 k Pedestal Ties: #3 @ 4 in Vs: 27.336 k Vs: 27.336 k Vu: 5.746 k Vu: 0 k Bending Check Results (Envelope): Unity Check: 3.004 Phi :.707 Parme Beta :.65 Pu : 4.204 k Mux :0 k -ft Muz: : - 107.357 k -ft Pn : 1.98 k Mnx : NA Mnz: : 50.567 k -ft Mnox: NA Mnoz : NA Pedestal Bars: 8 #6 % Steel: 2.454 Compression Development Length Pedestal Bars (Envelope): Lreq.: 18 in Lpro.: 18.25 in Lreq./Lpro.: .986 Concrete Bearing Check (Vertical Loads Only) Bearing Bc : 612 k Description eg Cat ones and Factors Vu/0 Vn:.206 0:.75 Vu/0 Vn: 0 Bearing Bu (k) Bearing Bu /oBc 1.4DL 1.4DL 65.482 .165 1.2DL +1.6SL 1.2DL +1.6SL 88.305 .222 1.2D +1.25ELY +1 ..1.2DL +1.25ELY +1.25ELX 57.564 .145 .9DL- 1.25ELY +1...9DL- 1.25ELY- 1.25ELX 40.659 .102 Overturning Check (Service) n Categories and Factors Mo -XX (k -ft) Ms-XX (k -ft) Mo-ZZ (k -ft ) Ms -ZZ (k -ft ) OSF -XX OSF -ZZ DL 1DL 0 198.784 0 198.784 NA NA DL +SL 1 DL +1 SL 0 284.256 0 284.256 NA NA DL +.875ELY +.875.1 DL +.875ELY +.87.. 0 203.057 83.195 203.057 NA 2.441 .6DL-.875ELY+.8 ..6 DL -.875E LY +... 4.273 119.271 87.467 119.271 27.914 1.364 Mo -XX: Goveming Overturning Moment about AD or BC Ms -XX: Goveming Stablizing Moment about AD or BC OSF -XX: Ratio of Ms -XX to Mo -XX RISAFoot Version 3.0 [ J: \... \... \...\...\FOOTING.rft] Page 3 Company : PEYTON- TOMITA & ASSOC., LLC Designer : DEP Job Number : BR1085 CANOPY FOOTING May 3, 2011 Checked By: 10 Sliding Check (Service) -XX (k) Vr -XX (k) Va -ZZ (k Vr -ZZ (k) SR -XX SR -ZZ DL 1DL 0 18.709 0 18.709 NA NA DL +SL 1DL +1SL 0 26.753 0 26.753 NA NA DL +.875ELY +.875.1 DL +.875ELY +.87.. 4.022 19.111 0 19.111 4.751 NA .6DL- .875ELY +.8 ..6DL - .875ELY +... 4.022 10.823 0 10.823 2.691 NA Va -XX: Applied Lateral Force to Cause Sliding Along XX Axis Vr -XX: Resisting Lateral Force Against Sliding Along XX Axis SR -XX: Ratio of Vr -XX to Va -XX RISAFoot Version 3.0 [J:\... \... \... \... \FOOTING.rft] Page 4 PEYTON - TOMITA & ASSOCIATES 954 TOWN & COUNTRY ROAD ORANGE, CA 92868 (714)245 -4930; FAX(714)245 -4933 PROJECT: CANOPY JOB NO. STANDARD DATE: 28- Apr -11 31 LAST RIB CHECK: FASCIA WT.= LIVE LOAD= FLG. STAY CHECK: RIB LOAD= SPAN= MOMENT= RIB CAP.= REIN. CAP.= TOTAL CAP.= L2x2 CAP.= SCREW CAP.= # SCREWS= MOMENT= DEPTH= FLG. FORCE= 2% *FLG. F= STRAP T= SCREW V= 20.00 PLF 44.00 PSF 51.33 PLF 10.67 FT 730.07 FT -LBS 311.63 FT -LBS 527.40 FT -LBS 839.03 FT -LBS 1.79 K TENSION 0.467 K SHEAR 2 49.80 FT -K 14.00 IN. 42.69 K 0.85 K 0.60 K 0.30 K REIN. REQ'D. L2.5X2X3116 LLV OK STRAP OK SCREWS OK PEYTON - TOMITA & ASSOCIATES 954 TOWN & COUNTRY ROAD ORANGE, CA 92868 (714)245 -4930; FAX(714)245 -4933 DECK CLIP PROJECT: CANOPY JOB NO. STANDARD DATE: 28- Apr -11 THE CLIP IS A 2 1/2" LONG, 3/16" THICK CHANNEL WITH A 1/2" DIA. A307 BOLT. THE CLIP FITS UNDER THE DOUBLED LIP OF THE TWO ADJOINING DECK RIBS. MAXIMUM DECK RIB LOAD (P)= CLIP CAPACITY= DEAD LOAD= LIVE LOAD= USE HEAVY DUTY CLIPS AT SECOND INTERIOR RIB 57.800 PLF 332.600 PLF MAXIMUM DECK RIB LOAD (P)= CLIP CAPACITY= DEAD LOAD= LIVE LOAD= 57.800 PLF 468.421 PLF 0.521 K 0.700 K 0.702 K 0.700 K USE DOUBLE HEAVY DUTY CLIPS LAST 2 RIBS OK OK 33 CANOPY ANCHOR Pu= Mu= Tu= BOLT DIA.= hef= ca min= fc= STEEL CAPACITY Ase= futa= Nsa= cANsa= 4.128 K 93.917 FT -K 34.187 K/BOLT 1.25 IN. 18 IN. 43 IN. 3000 PSI 0.969 SQ.IN. 58 KSI 56.202 K 0.75 42.1515 K/BOLT OK CONCRETE BREAKOUT STRENGTH Anc= 3780 SQ.IN. Anco= 2916 SQ.IN. tped,N= 1.000 tpc,N= 1.25 tpcp,N= 1 kc= 24 Nb= 100.388 K Ncb= 162.665 K (1)= 0.7 CONDITION B ONcb /n= 56.933 K/BOLT OK 1.5hef= ARM= n= 27 16 2 1.25 FOR CIP AB OR 1.4 FOR POST INSTALLED AB 1.0 FOR CIP AB 24 FOR CIP AB OR 17 FOR POST INSTALLED AB PULLOUT STRENGTH Abrg= 2.297 SQ.IN. HEAVY HEX HEAD OR NUT Np= 55.128 K t.c, P= Npn= ONpn= 1 55.128 K 0.7 38.590 K/BOLT OK 1.0 IF CRACKED, 1.4 IF NOT CONCRETE SIDE FACE BLOWOUT STRENGTH cal= 43 IN. ca2= 43 IN. 0.4hef= 7.2 IN. 3cal= 129 Nsb= 285.561 K (1)= 0.7 ONsb= 199.893 K/BOLT OK IS cal LESS THAN 0.4hef? NO IS ca2 LESS THAN 3cal? YES FACTOR= 0.5 GEOTECH CONSULTANTS, INC. 13256 Northeast 20th Street, Suite 16 Bellevue, Washington 98005 (425) 747-5618 FAX (425) 747-8561 FILE COPY Permit Edo., Jacksons aka PacWest Energy, LLC 3450 East Commercial Court Meridian, Idaho 83642 Attention: Jack Davis • • November 22, 2010 JN 10291 via email: jack. davis©jacksons- foodstores.com Subject: Transmittal Letter — Geotechnical Engineering Study Proposed Reconstruction of Convenience Store 13138 Interurban Avenue South Tukwila Store #631 Tukwila, Washington Dear Ms. Mattson: We are pleased to present this geotechnical engineering report for the proposed reconstruction of the existing convenience store in Tukwila. The scope of our services consisted of exploring site surface and subsurface conditions, and then developing this report to provide recommendations for general earthwork and design considerations for foundations and seismic criteria. This work was authorized by your acceptance of our proposal, P -8051, dated November 4, 2010. The attached report contains a discussion of the study and our recommendations. Please contact us if there are any questions regarding this report, or for further assistance during the design and construction phases of this project. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2011 City of Tukwila BUILDING DIVISION cc: Barghausen Consulting — Caryl Mattson via email Collons + Smith — Bryan Collons via email MRM: jyb Respectfully submitted, GEOTECH CONSULTANTS, INC. 714- 7)9L: Marc R. McGinnis, P.E. Principal GEOTECH CONSULTANTS, INC. arr Alt 2 3 2011 PERMIT CENTER Wel-2Y1 GEOTECHNICAL ENGINEERING STUDY Proposed Reconstruction of Convenience Store 13138 Interurban Avenue South Tukwila, Washington This report presents the findings and recommendations of our geotechnical engineering study for the proposed reconstruction of the existing convenience store in Tukwila. We were provided with a Preliminary Site Plan developed by Barghausen Consulting Engineers, Inc., dated October 29, 2010. We have also reviewed a Land Title Survey created by Terramark and dated February 11, 2009. Based on these plans and conversations with the design team, we understand that the project will consist of removal of the existing convenience store and car wash structure, and construction of a new, slightly larger convenience store with an attached employee training center, The existing gasoline fueling system and canopy would remain undisturbed. The new building is to be constructed near the elevation of the current building. Therefore, no significant cuts or fills are expected, other than the excavations for the new foundation system. The proposed building will be slightly larger than the existing structure, extending further toward the north than the current structure does. If the scope of the project changes from what we have described above, we should be provided with revised plans in order to determine if modifications to the recommendations and conclusions of this report are warranted. SITE CONDITIONS SURFACE The Vicinity Map, Plate 1, illustrates the general location of the site. The property is situated on the northeast corner of Interurban Avenue South and 48th Avenue South. Interstate 5 crosses over Interurban Avenue South approximately one block to the south of the site. Development in the general area consists of primarily of retail and commercial businesses. The current structure is located on the eastern side of the property, and consists of a one -story building containing a convenience store and an unused car wash. This building has a slab -on- grade floor and appears to be generally of steel frame construction. The area around the existing structure is mostly asphalt pavement. Pavement, and the existing canopy and fueling pumps are located to the west of the current structure. The ground surface over the site is generally level, with minor sloping of the parking lots. There are no steep slopes on, or near, the subject property. SUBSURFACE The subsurface conditions were explored by drilling one test boring at the approximate location shown on the Site Exploration Plan, Plate 2. Our exploration program was based on the proposed construction, anticipated subsurface conditions and those encountered during exploration, and the scope of work outlined in our proposal. The boring was drilled on November 10, 2010 using a truck - mounted, hollow -stem auger drill. Samples were taken at 5 -foot intervals with a standard penetration sampler. This split -spoon sampler, which has a 2 -inch outside diameter, is driven into the soil with a 140 -pound hammer falling 30 inches. The number of blows required to advance the sampler a given distance is an indication of the soil density or consistency. A geotechnical GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JN 10291 Page 2 engineer from our staff observed the drilling process, logged the test boring, and obtained representative samples of the soil encountered. The Test Boring Log is attached as Plate 3. As a part of our work, we also reviewed borings conducted previously by Converse Consultants NW near the site in 1992 for a municipal project completed on Interurban Avenue South. Soil Conditions The site lies in a low valley that the Duwamish River has flowed through since the glaciers last receded from the Puget Sound. The native soils revealed in our exploration consisted of loose, unconsolidated silts over loose to medium dense sands. These soils are likely alluvium deposited by water that has flowed through the valley. The upper layer of soil was silt containing small organics and thin lenses of organics. Below a depth of 12 feet, the boring revealed loose to medium -dense sand and gravel extending to the bottom of the 39- foot exploration. These conditions were similar to those encountered during the previous investigation we reviewed, as well as explorations conducted by our firm elsewhere in this river valley. A boring drilled in 1992 just to the west of the southwestern corner of the site found bedrock below the alluvium at a depth of approximately 25 feet. No obstructions were revealed by our explorations. However, debris, buried utilities, and old foundation and slab elements are commonly encountered on sites that have had previous development. Groundwater Conditions Groundwater was observed in the boring below a depth of about 5 feet. This seepage likely represents the approximate level of the local water table. The test boring was left open for only a short time period and was conducted in fall, before the onset of frequent heavy rains. Therefore, the seepage level encountered in the boring represents the location of transient water seepage and may not exactly match the static groundwater level. Groundwater levels encountered during drilling can be deceptive, because seepage into the boring can also be blocked or slowed by the auger itself. It should be noted that groundwater levels vary seasonally with rainfall and other factors. We expect that the water table may rise closer to the ground surface during the winter and spring wit ongoing precipitation. The stratification lines on the log represent the approximate boundaries between soil types at the exploration location. The actual transition between soil types may be gradual, and subsurface conditions can vary away from the exploration location. The log provides specific subsurface information only at the location tested. The relative densities and moisture descriptions indicated on the test boring log are interpretive descriptions based on the conditions observed during drilling. GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 CONCLUSIONS AND RECOMMENDATIONS GENERAL JN 10291 Page 3 THIS SECTION CONTAINS A SUMMARY OF OUR STUDY AND FINDINGS FOR THE PURPOSES OF A GENERAL OVERVIEW ONLY. MORE SPECIFIC RECOMMENDATIONS AND CONCLUSIONS ARE CONTAINED IN THE REMAINDER OF THIS REPORT. ANY PARTY RELYING ON THIS REPORT SHOULD READ THE ENTIRE DOCUMENT. The test boring conducted for this study encountered loose alluvial silts and sands, and this is consistent with the conditions found previously in nearby explorations. The upper silt is moderately compressible, and the loose sand below the water table may undergo at least localized liquefaction (loss of bearing strength) during an earthquake. Even in these conditions, construction of a lightly - loaded retail building should be possible using shallow foundations. We recommend that the structure be carried on heavily- reinforced continuous footings that would be designed and constructed to reduce differential settlement under both static and seismic loading. The foundation system should also be underlain by a mat of compacted rock fill covering the entire building footprint. All of the following elements should be incorporated into design and construction of the foundation system: • Support the structure on a gridwork of heavily- reinforced continuous footings spaced no further apart than 15 feet in each direction. • Design the continuous foundations similar to grade beams, being theoretically able to span a minimum distance of 10 feet without soil support. This can be accomplished using a conventional footing and stem wall system with three pieces of rebar in the footing, and both vertical and horizontal rebar in the stem wall. • Bear the perimeter foundations at least 18 inches below the existing grade. • Excavate the entire building footprint to at least 3.5 feet below the existing grade and place no less than 2 feet of compacted rock fill (quarry spalls or railroad ballast rock) beneath all footings. Settlement - tolerant building construction, such as wood and metal framing and siding should be used. Masonry, stucco, tile and other settlement- sensitive materials should be avoided wherever possible. A reinforced slab -on -grade floor can be used inside the structure. Rebar should be used to reinforce the slab, in order to reduce the potential for large cracks and downsets if differential settlement occurs. If possible, the finish elevations inside and around the building should be close to the existing grade. Placing additional fill above the current ground elevations could cause additional post - construction consolidation of the underlying soils. If the slab must be above the existing grade, then lightweight fill such as geofoam should be used for structural fill above the bottom of the new footings. Also, utilities entering and exiting the building foundation should be designed using flexible connections and be backfilled with an open - graded rock, such as pea gravel, to allow for some differential settlement. The on -site soils are highly sensitive to moisture. The excavated soils will not be suitable for reuse as structural fill under the building or pavement areas. All structural fill will have to be imported. This will likely include backfill for new utility trenches, as attempting to recompact the wet, silty soils in utility trenches typically results in excessive post- construction ground settlement. GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JN 10291 Page 4 The erosion control measures needed during the site development will depend heavily on the weather conditions that are encountered. The existing pavement should be maintained wherever possible to provide cover for the underlying soil. Upon completion of demolition of the existing building and foundations it may be necessary to cover exposed soil with gravel, plastic, or mulch until the new foundation excavation is undertaken. Trucks should be kept on the existing pavement to reduce the risk of tracking soil and mud off the site. Any soil spilled on the paved areas should be immediately cleaned up. It may be necessary to install premanufactured silt socks in existing storm catch basins. At least the first layer of rock fill should be placed on the exposed soil as soon as the recommended overexcavation is completed. This reduces the potential for generating silty water in the excavation. If silty water accumulates, it cannot be discharged to the storm sewer system, and may have to be temporarily stored in a holding tank until it can be properly disposed of. As with any site, additional erosion control measures may be necessary, depending on the site and weather conditions encountered during the actual grading and construction. The drainage and /or waterproofing recommendations presented in this report are intended only to prevent active seepage from flowing through concrete walls or slabs. Even in the absence of active seepage into and beneath structures, water vapor can migrate through walls, slabs, and floors from the surrounding soil, and can even be transmitted from slabs and foundation walls due to the concrete curing process. Excessive water vapor trapped within structures can result in a variety of undesirable conditions, including, but not limited to, moisture problems with flooring systems, excessively moist air within occupied areas, and the growth of molds, fungi, and other biological organisms that may be harmful to the health of the occupants. The designer or architect must consider the potential vapor sources and likely occupant uses, and provide sufficient ventilation, either passive or mechanical, to prevent a build up of excessive water vapor within the planned structure. As with any project that involves demolition of existing site buildings and /or excavation, there is a potential risk of movement on surrounding properties. This can potentially translate into noticeable damage of surrounding on -grade elements, such as foundations and slabs. However, the site work could just translate into perceived damage on adjacent properties. Unfortunately, it is becoming more and more common for adjacent property owners to make unsubstantiated damage claims on new projects that occur close to their developed Tots. Therefore, we recommend making an extensive photographic and visual survey of the project vicinity, prior to demolition activities and /or commencing with the excavation. This documents the condition of buildings, pavements, and utilities in the immediate vicinity of the site in order to avoid, and protect the owner from, unsubstantiated damage claims by surrounding property owners. Additionally, any adjacent structures or settlement- sensitive utilities should be monitored during construction to detect soil movements. We recommend including this report, in its entirety, in the project contract documents. This report should also be provided to any future property owners so they will be aware of our findings and recommendations. SEISMIC CONSIDERATIONS In accordance with Table 1613.5.2 of the 2006 International Building Code (IBC), the site soil profile within 100 feet of the ground surface is best represented by Site Class Type E (Soft Site Class). As noted in the USGS website, the mapped spectral acceleration value for a 0.2 second (Ss) and 1.0 second period (S1) equals 1.47g and 0.51g, respectively. GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JN 10291 Page 5 The loose soils that underlie the water table are potentially susceptible to seismic liquefaction in a large earthquake. The foundation recommendations presented in this report are intended to prevent catastrophic foundation failure in the event of the IBC- design earthquake, protecting the safety of occupants. Even so, significant settlement and structural damage should be expected in a large earthquake. CONVENTIONAL FOUNDATIONS The General section presents detailed recommendations for design of the foundation system. We recommend that all footings be continuous and have a minimum width of 16 inches. Exterior footings should also be bottomed at least 18 inches below the lowest adjacent finish ground surface for protection against frost and erosion. The local building codes should be reviewed to determine if different footing widths or embedment depths are required. An allowable bearing pressure of 2,000 pounds per square foot (psf) is appropriate for footings constructed as recommended in this report. A one -third increase in this design bearing pressure may be used when considering short -term wind or seismic Toads. We estimate that the total post - construction of the foundations will be on the order of 2 inches, with differential settlements of Tess than one inch in 50 feet along a continuous footing. Lateral Toads due to wind or seismic forces may be resisted by friction between the foundation and the bearing soil, or by passive earth pressure acting on the vertical, embedded portions of the foundation. For the latter condition, the foundation must be either poured directly against relatively level, undisturbed soil or be surrounded by level structural fill. We recommend using the following ultimate values for the foundation's resistance to lateral loading: PARAMETER. Coefficient of Friction Passive Earth Pressure ULTIMATE VALUE. 0.40 300 pcf Where: (I) pcf is pounds per cubic foot, and (ii) passive earth pressure is computed using the equivalent fluid density. If the ground in front of a foundation is loose or sloping, the passive earth pressure given above will not be appropriate. We recommend maintaining. a safety factor of at least 1.5 for the foundation's resistance to lateral loading, when using the above ultimate values. GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 PERMANENT FOUNDATION AND RETAINING WALLS JN 10291 Page 6 Substantial retaining walls are not expected for this project. However, walls backfilled on only one side should be designed to resist the lateral earth pressures imposed by the soil they retain. The following recommended parameters are for walls that restrain level backfill: PARAMETER Active Earth Pressure * VALUE 45 pcf Passive Earth Pressure 300 pcf Coefficient of Friction 0.40 Soil Unit Weight 130 pcf Where: (1) pcf is pounds per cubic foot, and (ii) active and passive earth pressures are computed using the equivalent fluid pressures. * For a restrained wall that cannot deflect at least 0.002 times its height, a uniform lateral pressure equal to 10 psf times the height of the wall should be added to the above active equivalent fluid pressure. The values given above are to be used to design only permanent foundation and retaining walls that are to be backfilled, such as conventional walls constructed of reinforced concrete or masonry. It is not appropriate to use the above earth pressures and soil unit weight to back - calculate soil strength parameters for design of other types of retaining walls, such as soldier pile, reinforced earth, modular or soil nail walls. We can assist with design of these types of walls, if desired. The passive pressure given is appropriate for the depth of level structural fill placed in front of a retaining or foundation wall only. The values for friction and passive resistance are ultimate values and do not include a safety factor. We recommend a safety factor of at least 1.5 for overturning and sliding, when using the above values to design the walls. Restrained wall soil parameters should be utilized for a distance of 1.5 times the wall height from corners or bends in the walls. This is intended to reduce the amount of cracking that can occur where a wall is restrained by a corner. The design values given above do not include the effects of any hydrostatic pressures behind the walls and assume that no surcharges, such as those caused by slopes, vehicles, or adjacent foundations will be exerted on the walls. If these conditions exist, those pressures should be added to the above lateral soil pressures. Where sloping backfill is desired behind the walls, we will need to be given the wall dimensions and the slope of the backfill in order to provide the appropriate design earth pressures. The surcharge due to traffic loads behind a wall can typically be accounted for by adding a uniform pressure equal to 2 feet multiplied by the above active fluid density. Heavy construction equipment should not be operated behind retaining and foundation walls within a distance equal to the height of a wall, unless the walls are designed for the additional lateral pressures resulting from the equipment. Wall Pressures Due to Seismic Forces The surcharge wall loads that could be imposed by the design earthquake can be modeled by adding a uniform lateral pressure to the above - recommended active pressure. The recommended surcharge pressure is 8H pounds per square foot (psf), where H is the GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JN 10291 Page 7 design retention height of the wall. Using this increased pressure, the safety factor against sliding and overturning can be reduced to 1.2 for the seismic analysis. Retaining Wall Backfill and Waterproofing The native soils are not suitable to be used as backfill. Backfill placed behind retaining or foundation walls should be coarse, free - draining structural fill containing no organics. This backfill should contain no more than 5 percent silt or clay particles and have no gravel greater than 4 inches in diameter. The percentage of particles passing the No. 4 sieve should be between 25 and 70 percent. The purpose of these backfill requirements is to ensure that the design criteria for a retaining wall are not exceeded because of a build -up of hydrostatic pressure behind the wall. The top 12 to 18 inches of the backfill should consist of a compacted, relatively impermeable soil or topsoil, or the surface should be paved. The ground surface must also slope away from backfilled walls to reduce the potential for surface water to percolate into the backfill. It is critical that the wall backfill be placed in lifts and be properly compacted, in order for the above - recommended design earth pressures to be appropriate. The wall design criteria assume that the backfill will be well- compacted in lifts no thicker than 12 inches. The compaction of backfill near the walls should be accomplished with hand - operated equipment to prevent the walls from being overloaded by the higher soil forces that occur during compaction. The section entitled General Earthwork and Structural Fill contains additional recommendations regarding the placement and compaction of structural fill behind retaining and foundation walls. The above recommendations are not intended to waterproof below -grade walls, or to prevent the formation of mold, mildew or fungi in interior spaces. Over time, the performance of subsurface drainage systems can degrade, subsurface groundwater flow patterns can change, and utilities can break or develop Teaks. Therefore, waterproofing should be provided where future seepage through the walls is not acceptable. This typically includes limiting cold - joints and wall penetrations, and using bentonite panels or membranes on the outside of the walls. There are a variety of different waterproofing materials and systems, which should be installed by an experienced contractor familiar with the anticipated construction and subsurface conditions. Applying a thin coat of asphalt emulsion to the outside face of a wall is not considered waterproofing, and will only help to reduce moisture generated from water vapor or capillary action from seeping through the concrete. As with any project, adequate ventilation of basement and crawl space areas is important to prevent a build up of water vapor that is commonly transmitted through concrete walls from the surrounding soil, even when seepage is not present. This is appropriate even when waterproofing is applied to the outside of foundation and retaining walls. We recommend that you contact a specialty consultant if detailed recommendations or specifications related to waterproofing design, or minimizing the potential for infestations of mold and mildew are desired. SLAB FLOORS Even where the exposed soils appear dry, water vapor will tend to naturally migrate upward through the soil to the new constructed space above it. This can affect moisture - sensitive flooring, cause GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JN 10291 Page 8 imperfections or damage to the slab, or simply allow excessive water vapor into the space above the slab. All interior slabs -on -grade should be underlain by a capillary break or drainage layer consisting of a minimum 4 -inch thickness of gravel or crushed rock that has a fines content (percent passing the No. 200 sieve) of less than 3 percent and a sand content (percent passing the No. 4 sieve) of no more than 10 percent. As noted by the American Concrete Institute (ACI) in the Guides for Concrete Floor and Slab Structures, proper moisture protection is desirable immediately below any on -grade slab that will be covered by tile, wood, carpet, impermeable floor coverings, or any moisture - sensitive equipment or products. ACI also notes that vapor retarders, such as 6 -mil plastic sheeting, have been used in the past, but are now recommending a minimum 10 -mil thickness. A vapor retarder is defined as a material with a permeance of less than 0.3 perms, as determined by ASTM E 96. It is possible that concrete admixtures may meet this specification, although the manufacturers of the admixtures should be consulted. Where vapor retarders are used under slabs, their edges should overlap by at least 6 inches and be sealed with adhesive tape. The sheeting should extend to the foundation walls for maximum vapor protection. If no potential for vapor passage through the slab is desired, a vapor barrier should be used. A vapor barrier, as defined by ACI, is a product with a water transmission rate of 0.01 perms when tested in accordance with ASTM E 96. Reinforced membranes having sealed overlaps can meet this requirement. DRAINAGE CONSIDERATIONS Foundation drains should be used where (1) crawl spaces or basements will be below a structure, (2) a slab is below the outside grade, or (3) the outside grade does not slope downward from a building. Drains should also be placed at the base of all earth - retaining walls. These drains should be surrounded by at least 6 inches of 1- inch - minus, washed rock and then wrapped in non - woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, a perforated pipe invert should be at least 6 inches below the bottom of a slab floor or the level of a crawl space, and it should be sloped for drainage. All roof and surface water drains must be kept separate from the foundation drain system. A typical drain detail is attached to this report as Plate 4. For the best long -term performance, perforated PVC pipe is recommended for all subsurface drains. As a minimum, a vapor retarder, as defined in the Slabs -On -Grade section, should be provided in any crawl space area to limit the transmission of water vapor from the underlying soils. Also, an outlet drain is recommended for all crawl spaces to prevent a build up of any water that may bypass the footing drains. Final site grading in areas adjacent to the building should slope away at least 2 percent, except where the area is paved. Surface drains should be provided where necessary to prevent ponding of water behind foundation or retaining walls. GENERAL EARTHWORK AND STRUCTURAL FILL All building and pavement areas should be stripped of surface vegetation, topsoil, organic soil, and other deleterious material. It is important that existing foundation be removed before site development. The stripped or removed materials should not be mixed with any materials to be used as structural fill, but they could be used in non - structural areas, such as landscape beds. GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JN 10291 Page 9 Structural fill is defined as any fill, including utility backfill, placed under, or close to, a building, behind permanent retaining or foundation walls, or in other areas where the underlying soil needs to support loads. All structural fill should be placed in horizontal lifts with a moisture content at, or near, the optimum moisture content. The optimum moisture content is that moisture content that results in the greatest compacted dry density. The moisture content of fill is very important and must be closely controlled during the filling and compaction process. As discussed in the General section, the on -site soils are not suitable for reuse as structural fill, due to moisture and organic content. The allowable thickness of the fill lift will depend on the material type selected, the compaction equipment used, and the number of passes made to compact the lift. The loose lift thickness should not exceed 12 inches. We recommend testing the fill as it is placed. If the fill is not sufficiently compacted, it can be recompacted before another lift is placed. This eliminates the need to remove the fill to achieve the required compaction. The following table presents recommended relative compactions for structural fill: LOCATION 01+ FILL. • MINIMUM RELATIVE' COMPACTION PLACEMENT Beneath slabs or walkwa s Filled slopes and behind retainin• walls Beneath pavements 95% 90% 95% for upper 12 inches of subgrade; 90% below that level Where: Minimum Relative Compaction is the ratio, expressed in percentages, of the compacted dry density to the maximum dry density, as determined in accordance with ASTM Test Designation D 1557 -91 (Modified Proctor). LIMITATIONS The conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our exploration and assume that the soil and groundwater conditions encountered in the test boring are representative of subsurface conditions on the site. If the subsurface conditions encountered during construction are significantly different from those observed in our explorations, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are commonly encountered on construction sites and cannot be fully anticipated by merely taking soil samples in the test boring. Subsurface conditions can also vary away from exploration locations. Such unexpected conditions frequently require making additional expenditures to attain a properly constructed project. It is recommended that the owner consider providing a contingency fund to accommodate such potential extra costs and risks. This is a standard recommendation for all projects. This report has been prepared for the exclusive use of Jack Davis and Jacksons, and their representatives, for specific application to this project and site. Our conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the scope of our services and within budget and time constraints. No warranty is expressed or implied. The scope of our services does not include services related to construction safety precautions, and our recommendations are not intended to direct the contractor's methods, GEOTECH CONSULTANTS, INC. Jacksons November 22, 2010 JN 10291 Page 10 techniques, sequences, or procedures, except as specifically described in our report for consideration in design. Our services also do not include assessing or minimizing the potential for biological hazards, such as mold, bacteria, mildew and fungi in either the existing or proposed site development. ADDITIONAL SERV ICES In addition to reviewing the final plans, Geotech Consultants, Inc. should be retained to provide geotechnical consultation, testing, and observation services during construction. This is to confirm that subsurface conditions are consistent with those indicated by our exploration, to evaluate whether earthwork and foundation construction activities comply with the general intent of the recommendations presented in this report, and to provide suggestions for design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. However, our work would not include the supervision or direction of the actual work of the contractor and its employees or agents. Also, job and site safety, and dimensional measurements, will be the responsibility of the contractor. During the construction phase, we will provide geotechnical observation and testing services when requested by you or your representatives. Please be aware that we can only document site work we actually observe. It is still the responsibility of your contractor or on -site construction team to verify that our recommendations are being followed, whether we are present at the site or not. The scope of our work did not include an environmental assessment, but we can provide this service, if requested. The following plates are attached to complete this report: Plate 1 Vicinity Map Plate 2 Site Exploration Plan Plate 3 Boring Log Plate 4 Typical Footing Drain Detail We appreciate the opportunity to be of service on this project. If you have any questions, or if we may be of further service, please do not hesitate to contact us. MRM: jyb «A&4-1 !' �. Respectfully submitted, GEOTECH CONSULTANTS, INC. 112 LA', Marc R. McGinnis, P.E. Principal GEOTECH CONSULTANTS, INC. GEOTECH CONSULTANTS, INC. VICINITY MAP 13138 Interurban Avenue South Tukwila, Washington Job I Date: Scale: I Plate: 10291 Nov. 2010 I Not to Scale 1 North $024.627. reitexo 5492r2rE :6O� ovsy 1 REStitk itikow :go VIA 010.0 #11. itt EAR eIJOM '0' I 7714AASIASSION LiNE LI 04 ;16. SITE EXPLORATION PLAN 13138 Interurban Avenue South Tukwila, Washington Job 10291 Date: I Nov.2010 Scale: I Not to Scale Plate: 2 5 Qi s 406C' 0 BORING 1 Description 39% 10 47% 15 21% 20 25 30 35 40 27 13 18 1 1 0 1 ML 4" of asphalt over Light gray to gray SILT with organics, damp, loose becomes moist to wet thin organic layer SP Black SAND, medium grained, wet, loose - becomes medium dense - becomes fine grained, loose - gravel lens P Slightly silty GRAVEL, wet, medium -dense * Test boring was terminated at 39 feet on November 10, 2010. * Groundwater seepage was encountered at 5 feet during drilling. BORING LOG 13138 Interurban Avenue South Tukwila, Washington Job 10291 Date: Nov.2010 t Logged by: t JLH (Plate: 3 Slope backfill away from foundation. Provide surface drains where necessary. Backfill (See text for requirements) Tightline Roof Drain (Do not connect to footing drain) Nonwoven Geotextile Filter Fabric 6" min. Vapor Retarder or Barrier • D O s 0 0 0 0 o 0 0 p o :o° °o oo vo of 00000 _/ 0000 '0000a�I O000 °o: o: o .A O .p; ".p •A.,.p :p •�1., ".p • ..Q".p •A •p 0 • •p 0 •0 0 .. '.OV0 00 '000 00 •a00 00 . p0 00 •000 00 000 0'0 .CP O o :r{� O O ,do 0'0 .CO 00 .c �.n 00°° .0.9o° ^•o0Q°9 ° ^.p09°.o.o09 9• .off 4" Perforated Hard PVC Pipe (Invert at least 6 inches below slab or crawl space. Slope to drain to appropriate outfall. Place holes downward.) Free - Draining Gravel (if appropriate) NOTES: (1) In crawl spaces, provide an outlet drain to prevent buildup of water that bypasses the perimeter footing drains. (2) Refer to report text for additional drainage and waterproofing considerations. FOOTING DRAIN DETAIL 13138 Interurban Avenue South Tukwila, Washington IJob 1 Date: I Scale: I Plate: 10291 Nov. 2010 Not to Scale 4 • i t t s•f Tu Jim Haggerton, Mayor Department of Community Development Jack Pace, Director January 10, 2012 Caryl J. Mattson Barghausen Consulting Engineers, Inc. 18215 72nd Avenue S Kent, WA 98032 RE: Request for Application Extensions Jacksons Store Number 631 -13138 Interurban Av S Dear Ms. Mattson, This letter is in response to your written request for extensions to Permit Application Numbers D11 -285, D11 -286, D11 -287, M11 -118, PG11 -126, EL11 -0791, and EL11 -0792. The Building Official has reviewed your letter and considered your request. It has been determined that the City of Tukwila will extend the permit application expiration dates an additional 90 days, through May 18, 2012. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, • if\ enri'fer'M shall it ' echh iician File: Permit No. D11 -285 through 287 M11 -118, P011 -126, EL11 -0791, and EL11 -0792 W:\Pennit Center\Extension LettersWpplications\2011\EL1 1 -0972 Application Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Bill Rambo, Permit Technician City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 January 5, 2012 RE: Request for Extension of Application Jacksons Store No. 631 13138 Interurban Avenue South, Tukwila, Washington Our Job No. 14700 Dear Bill: CIVIL ENGINEERING, LAND PLANNING, SURVEYING In response to your letters dated January 3, 2012; and on behalf of PacWest Energy, LLC (d.b.a. Jacksons Food Stores, Inc.), we respectfully request the maximum 90 -day extension of our permit application starting from February 19, 2012 for the following permits: 1. D11 -285: 2. D11 -286: 3. D11 -287: 4. PG11 -126: 5. M11 -118: 6. EL11 -0791: 7. EL11 -0792: Demolition Permit Building Permit — Store Building Permit — Canopy Plumbing Permit — Project Mechanical Permit — Store Electrical Permit — Store Electrical Permit — Canopy We request the extension of these permits at this time to allow us to coordinate the financing and GC selection. We expect the permits to be picked up well within this time frame. Thank you for the notifications of the pending application expiration date. If you have any questions in regard to this extension request, please contact me at 425.656.1063 or by email at cmattson @barghausen.com. 0.14,&A.4.61 etp otAie OvOG /Zo,Z CJM /ps 14700C.008 enc: As Noted cc: Jack Davis, Jacksons Food Stores Sincerely, Caryl J. Mattson Design Engineer 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX BRANCH OFFICES 0 OLYMPIA, WA • CONCORD, CA • TEMECULA, CA www.barghausen.com RECEIVED a1YOFTUKWILA IJAt4 :4.5.20121 PERMIT CENTEP C Department of Community Development Jack Pace Director f 1 City of Tukwila • Jim Haggerton, Mayor 01 -03 -2012 CARYL MATTSON 18215 72 AV S KENT WA 98032 RE: Permit Application No. D11 -287 JACKSONS STORE CANOPY 13138 INTERURBAN AV S TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 08/23/2011, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 02/19/2012. If you still plan to pursue your project, a written request for extension of your application must be submitted 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 application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician A7)z--Q4 ---1--- File: Permit File No. DI 1 -287 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 A- 1 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director September 23, 2011 Caryl Mattson 18215 72 Ave S Kent, WA 98032 RE: Correction Letter #1 Development Permit Application Number D11 -287 Jackson Store No. 631 -13138 Interurban Av S Dear Ms. Mattson, 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 Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johnnessen at 206 433 -7163 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 four (4) 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, er Mar all Technician e File o. D11 -287 W:\Pennit Center \Correction Letters\2011\D11 -287 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Project Name: Jacksons Store Canopy Permit #: D11 -287 Plan Review: Allen Johannessen, Plans Examiner The Building Division 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. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Provide special inspections requirements relevant to this job. Special inspection notes and /or tables shall be shown on the plan. 2. Add reference to structural steel notes: "structural steel fabrication shall be produced by a WABO registered steel fabricator ". Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. �ERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -287 DATE: 10/11/11 PROJECT NAME: JACKSONS STORE CANOPY SITE ADDRESS: 13138 INTERURBAN AV S Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: L,_ ■ Building ivis o Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 10/20/11 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 I X I. Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/17/11 Approved n Approved with Conditions Not Approved (attach comments) n 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 HERMIT COORD COPY. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -287 DATE: 08/23/11 PROJECT NAME: JACKSONS STORE CANOPY SITE ADDRESS: 13138 INTERURBAN AV S X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEEPPAR MEN : BUliding 'vision AY Pdb�i Works ■ AvA 4-0-t1 Fire Prevention Structural A-P Planning Division Permit Coordinator 8k! DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 08/25/11 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 roK Structural Review Required No further Review Required ri REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 09/22/11 Approved Approved with Conditions Not Approved (attach comments) 71 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: lOitiA Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 as • City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 10/17/2011 Plan Check/Permit Number: D11 -287 (Canopy) Response to Incomplete Letter # Response to Correction Letter # 1 Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Jacksons Food Stores #631 Project Address: 13138 Interurban Avenue South, Tukwila, WA 98168 Contact Person: Ms. Caryl Mattson Phone Number: (425) 656 -1063 RffeENED CITY OF TUp(yl/IC/ i OCT 17 2011 PERMIT CNTER Summary of Revision: Building Responses: 1) Special Inspections have been added to sheet CS1 and marked with a delta number 1. 2) note #22 has been added to "Structural Notes" requiring WABO registered steel fabricator and is marked with a delta number 1. Sheet Number(s): CS1 & CS2 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: in Permits Plus on 11: \Applications \Forms-Applications on Line \2010 Applications \7.2010 - Revision Submittal.doc Revised: May 20 1 I Contractors or Tradespeople Peter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with Lal 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 EVERGREEN ENVRNMENTAL SVCS INC UBI No. 601540547 Phone 4253553028 Status Active Address 17108 9Th Ave Se License No. EVERGES061J5 Suite /Apt. License Type Construction Contractor City Mill Creek Effective Date 4/25/1994 State WA Expiration Date 1/14/2014 Zip 98012 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status NORTHTE083ML NORTHWEST TANK/ ENVIR SVCS INC Construction Contractor Tanks /Tank Renovation Demolition 7 /13/1992 4/5/1994 Archived NORTHTT099J5 NORTHWEST TANK TESTING Construction Contractor Tanks /Tank Renovation Demolition 4/10/1991 4/5/1992 Archived EVERGCS961N5 EVERGREEN CRANE SERVICES INC Construction Contractor General Unused 8/31/2004 8/31/2006 Out Of Business Business Owner Information Name Role Effective Date Expiration Date HINES, JOHN President 04/25/1994 Amount Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 DEVELOPERS SURETY Et INDEM CO 856831C 12/15/2001 Until Cancelled $12,000.00 01/14/2002 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 15 EVEREST INDEMNITY INS CO EF4ML00098091 12/15/2008 12/15/2012 $2,000,000.0012 /14/2011 14 EVEREST INDEMNITY INS CO 4000007192071 12/15/2007 12/15/2008 $2,000,000.0012 /11/2007 13 HUDSON SECIALTY INS CO FEC6110300 12/15/2006 12/15/2007 $2,000,000.0012 /14/2006 12 EVEREST INDEMNITY INS CO 40000016780 61 12/15/2005 12/15/2007 $2,000,000.0012 /04/2006 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 03/23/2012 DRAWING TITLE SECTION ELEVATION REVISIONS CEILING HEIGHT KEYED NOTES DRAWING I.D. NUMBER OCSHEET DESIGNATION Al SCALE: SCA SHEET NUMBER DRAWING SCALE SECTION I.D. NUMBER SHEET WHERE SECTION IS LOCATED ELEVATION I.D. NUMBER SHEET WHERE ELEVATION IS LOCATED CD 'C-----_____-- ADDENDUM NUMBER REVISED AREA CLOUDED -CEILING HEIGHT ABOVE FINISHED FLOOR KEYED NOTE DESIGNATION ON APPLICABLE SHEET FINISH DESIGNATION FINISH MATERIAL TRIM ONLY- COMMENTS, IF APPLICABLE DETAIL (ENLARGEMENT) DETAIL ELEVATION HEIGHT EQUIPMENT NUMBER AREA TO BE ENLARGED --y '--- - - ^`.� DETAIL I.D. NUMBER SHEET WHERE DETAIL IS LOCATED DETAIL I.D. NUMBER SHEET WHERE DETAIL IS LOCATED 00' -O" ELEVATION HEIGHT 1140 T.O. SLAB REFERENCE POINT SIZE, DESCRIPTION & ELEVATION (1 1/2" W o 18" A.F.F. 100 SEE PC. NOTE #1 & #2 EQUIPMENT NUMBER- - SEE EC. NOTE #1 DOOR NUMBER WINDOW DESIGNATION GRAPHICS DESIGNATION (p.c..--DOOR NUMBER DESIGNATION Off- WINDOW DESIGNATION C).(---GRAPHICS DESIGNATION _-REFERENCE NOTES APPLICABLE CODES: 2009 INTERNATIONAL BUILDING CODE 2009 UNIFORM PLUMBING CODE 2009 INTERNATIONAL MECHANICAL CODE 2009 INTERNATIONAL FIRE CODE 2009 NATIONAL ELECTRICAL CODE 2009 WASHINGTON STATE ENERGY CODE 2003 ICC /ANSI A1117.1-2003 WASHINGTON STATE AMENDMENTS AND PUBLISHED CODE ADOPTED CODES OF THE CITY OF TUKWILA, WA SCOPE OF WORK • DEMOLISH EXISTING MINI - MARKET AND CAR WASH STRUCTURE. • CONSTRUCT NEW MINI - MARKET WITH LEARNING CENTER FOR THE TRAINING OF JACKSONS' EMPLOYEES /MANAGERS. • REPLACE CANOPY OVER REFUELING AREA; REMOVE & REINSTALL (4) REFUELING DISPENSERS OWNER: PACWEST ENERGY, LLC dba JACKSONS FOOD STORES 3450 E COMMERCIAL COURT MERIDIAN, ID 83642 PROJECT CONTACT: JACK DAVIS (208) 841 -0496 ARCHITECT / CIVIL ENGINEER: LANDSCAPE ARCHITECT: BARGHAUSEN CONSULTING ENGINEERS INC. 18215 - 72ND AVENUE SOUTH KENT, WA 98032 PROJECT CONTACT: MS. CARYL MATTSON (425) 251 -6222 x 1063 BARGHAUSEN CONSULTING ENGINEERS INC. 18215 - 72ND AVENUE SOUTH KENT, WA 98032 PROJECT CONTACT: MR. ARTHUR M. SEIDEL (425) 251 -6222 x 7459 STRUCTURAL ENGINEER STORE: STRUCTURAL ENGINEER CANOPY: ELECTRICAL / MECHANICAL / PLUMBING ENGINEER: GEOTECHNICAL ENGINEER: SURVEYOR: COLLONS +SMITH STRUCTURAL ENGINEERS 485 FRONT STREET N. - SUITE F -3 ISSAQUAH, WA 98027 PROJECT CONTACT: MR. BRYAN COLLONS (425) 369 -1104 BESTWORTH ROMMEL INC 19818 74th AVENUE NE ARLINGTON, WA 98223 PROJECT CONTACT: MR. JERRY WIESE (360) 435 -2927 ABOSSEIN ENGINEERING 1844 - 114th AVE. NE. BELLEVUE, WA 98004 PROJECT CONTACT: MR. GARY WOMACK (425) 462 -9441 GEOTECH CONSULTANTS, INC. 13256 NE 20TH STREET, NO. 16 BELLEVUE, WA 98005 PROJECT CONTACT: MR. MARC MCGINNIS, PE (425) 747 -5618 BARGHAUSEN CONSULTING ENGINEERS INC. 18215 - 72ND AVENUE SOUTH KENT, WA 98032 PROJECT CONTACT: MR. DENNIS SALTYS (425) 251 -6222 x7457 AIR QUALITY PUGET SOUND CLEAN AIR AGENCY 1904 THIRD AVE, SUITE 105 SEATTLE, WA 98101 800.595.4341 DEPARTMENT OF ECOLOGY WASHINGTON STATE DEPT. OF ECOLOGY P O BOX 47600 OLYMPIA, WA 98504 -7600 BUILDING CITY OF TUKWILA DEPT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BLVD TUKWILA, WA 98188 206.431.3670 FIRE CITY OF TUKWILA FIRE DEPT 444 ANDOVER PARK EAST TUKWILA, WA 98188 206.575.4407 1. ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS. CONTRACTORS MUST COMPLY WITH CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES. THE GENERAL BUILDING PERMITS SHALL BE PAID FOR BY THE OWNER UNLESS AGREED OTHERWISE. ALL OTHER PERMITS SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR DIRECTLY RESPONSIBLE. ALL 10. REQUIRED CITY, COUNTY AND /OR STATE LICENSES SHALL BE ACQUIRED AND PAID FOR BY THE INDIVIDUAL SUBCONTRACTOR. 11. 2. IT IS THE INTENT OF THE OWNER, THE ARCHITECT AND THEIR CONSULTANTS, THAT ALL WORK DEPICTED IN THESE DRAWINGS AND SPECIFICATIONS IS TO BE PROVIDED BY THE 12. GENERAL CONTRACTOR. ANY REFERENCES TO THE CONTRARY THROUGHOUT THE CONSTRUCTION DOCUMENTS OR SPECIFICATIONS IS NOT INTENDED. ADDITIONALLY, GC IS 13. TO REFER TO THE BID DOCUMENT PACKET AND /OR OWNER'S SCOPE OF WORK DOCUMENT(S)WHICH SHALL TAKE PRECEDENCE OVER SCOPE THAT MAY BE PRESENTED IN 14. THIS SET OF CONSTRUCTION DOCUMENTS OR SPECIFICATIONS. THE SCOPE OF WORK DOCUMENT IS INTENDED TO IDENTIFY ALL OWNER SUPPLIED ITEMS OR WORK PROVIDED BY OTHERS. ABSENCE OF THESE DOCUMENTS MEANS ALL WORK NOTED IS THE 15. RESPONSIBILITY OF THE GENERAL CONTRACTOR UNLESS THE OWNER HAS SPECIFIED OTHERWISE DURING THE BID PROCESS. 3. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY WORKMEN. 16. ALL CONSTRUCTION SETS SHALL REFLECT SAME INFORMATION AS THE APPROVED PLANS. CONTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF PLANS ON THE PREMISES IN GOOD CONDITION AT ALL TIMES. THIS SHALL INCLUDE ALL ADDENDA AND CHANGE ORDERS. 4. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE NOT INTENDED. THE CONTRACTOR IS TO CLARIFY ANY SUCH 17. DISCREPANCIES WITH THE ARCHITECT OR' PROJECT MANAGER PRIOR TO COMMENCING WORK. STATED DIMENSIONS TAKE PRECEDENCE OVER GRAPHICS, DO NOT SCALE DRAWINGS TO DETERMINE LOCATIONS.THE ARCHITECT OR PROJECT MANAGER SHALL BE NOTIFIED OF ANY SUCH DISCREPANCIES PRIOR TO CONTINUING WITH WORK. 18. 5. IT IS THE INTENT OF THE ARCHITECT THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY. GC TO NOTIFY ARCHITECT IMMEDIATELY OF CONFLICTS WITH GOVERNING CODE REQUIREMENTS BEFORE PROCEEDING FURTHER WITH THE AFFECTED WORK. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES AND TO PROTECT THEM FROM DAMAGE. CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY 19. OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. 7. G.C. TO PROVIDE FIRE SPRINKLER SYSTEM AND ALARM SYSTEM (WHEN REQUIRED BY CODE AND NOTED AS REQUIRED BY THESE PLANS) IN ACCORDANCE WITH NFPA REQUIREMENTS. FIRE SPRINKLER CONTRACTOR IS TO SUBMIT COMPLETE SHOP DRAWINGS, LAYOUT AND RELATED DATA TO BUILDING DEPARTMENT AND FIRE MARSHAL FOR APPROVAL PRIOR TO INSTALLATION. 8. FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S APPROVED SHOP DRAWINGS /DATA SHEETS IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 9. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL FOOD SERVICE EQUIPMENT AND COORDINATE LOCATION OF ALL UTILITIES INCLUDING FLOOR SINKS, FLOOR DRAINS, SLOPES /SLAB DEPRESSIONS AND RAISED CURBS, ELECTRICAL AND PLUMBING AND STUBOUTS FOR FUTURE EQUIPMENT WHERE NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE JOB IS IN PROGRESS AND UNTIL BUILDING IS OCCUPIED. ALL DEBRIS SHALL BE REMOVED FROM PREMISES REGULARLY AND ALL AREAS SHALL BE LEFT IN A CLEAN (BROOM) CONDITION AT ALL TIMES. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER, TELEPHONE, FACSIMILE OR METHOD TO RECEIVE E -MAIL, PRINTER AND TOILET FACILITIES AS REQUIRED. GENERAL CONTRACTOR IS RESPONSIBLE FOR RECEIVING, UNLOADING, UN- CRATING, INSTALLATION AND HOOKUP OF ALL FOOD SERVICE EQUIPMENT AND OTHER OWNER OR VENDOR FURNISHED ITEMS. GENERAL CONTRACTOR IS REQUIRED TO LABEL ALL ELECTRICAL PANELS, PLUMBING VALVES, AND ROOF TOP EQUIPMENT WITH PLASTIC PHENOLIC ENGRAVED PLATES ATTACHED TO IDENTIFY THE EQUIPMENT USE OR PURPOSE. CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO ATTACH AND ACCOMMODATE OTHER WORK. SPECIAL INSPECTION REQUIREMENTS MAY APPLY TO ALL STRUCTURAL EMBEDMENTS OR POST INSTALLED ANCHORS. GC SHALL CONFIRM REQUIREMENTS PRIOR TO INSTALLATION. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE MEANS AND METHODS FOR ERECTION PROCEDURE AND SEQUENCE OF THE CONSTRUCTION. GC TO INSURE THE SAFETY OF ALL INSTALLED IMPROVEMENTS, BUILDINGS AND THEIR COMPONENT PARTS DURING ERECTION. MATERIALS LISTED IN DRAWINGS ARE BASED ON DESIGN INTENT. ALTERNATE SPECIFICATIONS MAY BE ACCEPTED PROVIDED THEY CLOSELY MATCH AND ARE DEEMED EQUAL TO SPECIFIED MATERIAL. GENERAL CONTRACTOR IS TO SUBMIT PROPOSED SAMPLES OF SUBSTITUTIONS, ALONG WITH SAMPLE OF THAT SPECIFIED IN DRAWINGS FOR REVIEW BY THE ARCHITECT OR PROJECT MANAGER. SUBSTITUTIONS WILL ONLY BE APPROVED IF SPECIFIED MATERIAL IS PROVEN TO BE UNAVAILABLE WITHIN A REASONABLE TIME FRAME OR THE SUBSTITUTION IS A BENEFIT TO THE OWNER RELATED TO COST OR SCHEDULE TIME SAVINGS. THE PROJECT BOUNDARIES SHALL BE SHALL BE CONFIRMED BY THE GC PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE OWNERS ATTENTION IMMEDIATELY BEFORE PROCEEDING WITH CONSTRUCTION. ARCHITECTURAL: DRAWINGS= SITE T -1 AS1 TITLE SHEET ARCHITECTURAL SITE PLAN IARCHIT) CA.1 CA.2 CA.3 DRAWINGS- CANOPY: FUEL CANOPY ELEVATIONS FUEL CANOPY SLAB PLAN/ DETAILS FUEL CANOPY REFLECTED CEILING PLAN CANOPY CS1 CS2 'INC CANOPY ELEVATION/ FRAMING PLAN/ FOUNDATION PLAN CANOPY SECTIONS/ DETAILS EL iNC • E1.0 E2.0 E3.0 • E4.0 E5.0 E6.0 E7.0 GENERAL NOTES, SCHEDULES, AND PLAN INDEX SITE PLAN POWER & COMMUNICATIONS PLAN LIGHTING PLAN POWER RISER DIAGRAM PANEL SCHEDULES SPECIFICATIONS ClV INC REVISION', AT SEE CIVIL DRAWING INDEX SEPARATE PERMIT REQUIRED FOR: ,11..mebtlanktei iEieatricd tumbing as Piping City of Tukwila F i a;►_,DINC3 DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. 1,772: r :n siens will require a new plan submittal �:.d may include additional plan review fees. ZLE COP Pant?. No. phn r ^0.0'ow approval is to CMS and omIssIon. t,7:1I- :..-1 cri construction documents does not authorize c.ny adopted code or ordinance. Receipt L.ppro;iw Field Co and o By (1,. 01 V kAlikkAil ' Dater , /, ;KtN\c J ')17.(� City Of askwila BUILDING DIVISION BUILDING PERMIT APP .1 ION' ISSUE FOR JACKSONS REVIEW Ea APPROVED ADR ISSUE FOR PERMIT REVIEW 00.00.00 00.00.00 08.22.11 UE DATE PERMIT ISSUE BID ISSUE CONSTRUCTION ISSUE 00.00.00 00.00.00 00.00.00 0 Z a U J W LL REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2011 4-7 City of Tukwila BUILDING DIVISION RECEIVED AUG 252011 TUKWILA PUBLIC WORKS CITY AUG.'' 2 3 2011 PERMIT CENTER T-1 PROJECT NUMBER 14700 SHEET NUMBER 1=20' ARCHITECTURAL SITE PLAN /\ EXISTING CATCH BASIN NEW LANDSCAPING WALL MOUNTED LIGHTING, TYPICAL OF 7 REMOVE MONITOR WELL .7 ONE HOUR FIRE RESISTIVE WALL EXISTING RETAINING CURB TO REMAIN ALONG NORTHEAST PROPERTY LINE; NEW EGRESS WALK WILL BE FLUSH WITH TOP EXISTING VENT RISERS WILL BE RELOCATED RELOCATED NAT. GAS METER, CONNECT TO EXISTIING SERVICE DEMOLISH EXISTING ' -'2 2'9601"STRGC URE NEW ELECTRICAL ROOM RELOCATE VENT RISERS w/ SUPPORT \ LEARNING CENTER ENTRY DOOR REDBOX DVD RENTAL LOCATION TBD \ 5' REQUIRED LANDSCAPE SIDE YARD / REPLACE LOT LIGHT; POLE & FOOTING / ,/ N v' \ �' ....- �; _�.,,..�,_.... NEW � ,( PROPOSED :si SPRINKLER \., M /N /- MARKET RISER ROOM f �� '2,976gsfJ PROPANE /2 \, �' XCHANGE OCCUPANCYROGRAM �� TYPE V -B / , ICE MERCH. PROPOSED BLDG WALL IGN �, REMOVE OLD SIGN FOUNDATION TO GRADE REMOVE RV DUMP STATION NEW 13'- 4 "X10'X8' HIGH CONCRETE MASONRY TRASH ENCLOSURE w /(2) 6' HIGH GATES REMOVE OIL WATER SEPARATOR EXISTING HI —RISE I.D. S N LANDSCAPING • N. EXISTING PARKING STALLS UNDER TEMPORARY PERMIT #230415 -1 -423 GRANTED 9.8.2010 BY CITY OF SEATTLE —CITY LIGHT DEPARTMENT ` O� Ca <>, s r / EW INTERIOR PAR LOT LA SCAPING; 124. 1 (120sf RE 1IRED) \ CONVERT (1) PARKING -V STALL TO A LANDSCAPE ,p, 3\ PLANTER REPLACE LAWN WITH TYPE O,. I LANDSCAPE; 12.5' WIDE GL EXISTING I.D. SIGN w/ EASEMENT FROM CITY OF SEATTLE —CITY LIGHT DEPARTMEN REPLACE LAWN AT SIGN BASE WITH TYPE 1 LANDSCAPE EXISTING POWER POLE MODIFY EXISTING PLANTER AREA PROPOSED TRUCK (`9 UNLOAD AREA; 10'X30' �O� P NEW LOT LIGHT, POLE Sc O FOOTING REPLACE EXISTING CANOPY w/ NEW INCLUDING NEW FOOTINGS; REMOVE & REINSTALL DISPENSERS CO GRADE w /GUARD POSTS PER SECTION 312, 2009 IFC; SALVAGE DRIVE SLABS EXISTING MONITOR WELL TO REMAIN, TYPICAL EXISTING FIRE HYDRANT NEW LOT LIGHT, POLE & FOOTING EXISTING OIL WATER SEPARATOR & BASIN TO REMAIN OCCUPANT LOAD CALCULATION WALK —IN COOLER /FREEZER (STORAGE): 526SF/300 = 1.75 OR 2 BACKROOM, UTILITY /ELECT AREA (STORAGE): 182SF/300 = 0.61 OR 1 SALES AREA (MERCANTILE ON GRADE): 1,613SF/30 = 53.8 OR 54 OFFICE (BUSINESS): 60SF /100 = 0.60 0_,R Y1 .�" _ � LEARNING CENTER (EDUCATIONAL) = (753SF /50net = 15 TOTAL OCCUPANT LOAD: i 73\) L -_ PARKING CALCULATION PER PARKING DETERMINATION FILE # PL10 -057, PRE10 -012 C— STORE: FIRSS,.,22,Q0 pfw.. �, -�,� --- ,- ., -- -\ ...,,,..., -- PR. VID_ 2 S�[AL S 9 -� �- Q ,i. t� J2976gsf — 2200gsf = 776gsf/ 300 = 2.6 USE 3 STALLS /2\ LEARNING CENTER: '� \. f PROVIDE 11 STALLS TOTAL FOR BUILDING REQUIRED: (16 ; STALLS / 2 RE— FUELING CANOPY: 1 STALL/ RE— FUELING BAY PROVIDE 8 STALLS (INFORMAL PARKING STALLS) TOTAL SITE PARKING REQUIRED: (24. STALLS /;X TOTAL PARKING EXISTING /PROPOSED: 29 STALLS A /3\ C. Shell RESPOND TO CITY COMMENTS (ADR REVIEW) ADJUSTED GSF AND ADJUSTED OCCUPANT LOAD ISSUED FOR ADMINISTRATIVE DESIGN REVIEW 0 ty ce 0. O. U U U 0 0 0 m CD 0 u-i N O 1) 0 0 N 0 z to" w O col- a NTERURBAN AVENUE S co M SITE DATA ADDRESS: 13138 INTERURBAN AVENUE S TUKWILA, WASHINGTON OWNER: PacWest ENERGY, LLC 3450 E. COMMERCIAL CT. MERIDIAN, ID 83642 CONTACT: JACK DAVIS, 208.888.3585; EMAIL: jack .davis @jacksonsfoodstores.com SITE AREA: 24,450SF OR 0.56 ACRES APN: 0003000108 .. ZONING: CAI— COMMERCIAL /LIGHT INDUSTRIAL ('`BUILDING AREA: 2,296GSF EXISTING MINI — MARKET WITH ATTACHED CAR WASH (NOTE: /.........\ CAR WASH IS NOT OPERATIONAL. SPACE USED FOR MINI — MARKET STORAGE) 1,478GSF EXISTING CANOPY OVER 4 MPD's 680GSF ADDITION FOR MINI — MARKET 802GSF ADDITION FOR LEARNING CENTER 2.120GSF NEW CANOPY OVER 4 MPD's ,) _. , \......._ CONSTRUCTION TYPE: V —B SPRINKLERED (STORE); II —B (CANOPY) OCCUPANCY: M (STORE AND GAS); B (LEARNING CENTER) SCOPE OF WORK • DEMOLISH EXISTING MINI — MARKET AND CAR WASH STRUCTURE. • CONSTRUCT NEW MINI — MARKET WITH LEARNING CENTER FOR THE TRAINING OF JACKSONS' EMPLOYEES /MANAGERS. • REPLACE CANOPY OVER REFUELING AREA; REMOVE & REINSTALL (4) REFUELING DISPENSERS E O 0 oi C'r) 0 # -a+ O O g c 0 0 co V CW .W 1 : APPLICABLE CODES 2009 INTERNATIONAL BUILDING CODE 2009 UNIFORM PLUMBING CODE 2009 INTERNATIONAL MECHANICAL CODE 2009 INTERNATIONAL FIRE CODE 2009 NATIONAL ELECTRICAL CODE 2009 WASHINGTON STATE ENERGY CODE 2003 ICC /ANSI A1117.1-2003 WASHINGTON STATE AMENDMENTS AND PUBLISHED CODE ADOPTED CODES OF THE CITY OF TUKWILA, WA CONSULTANTS ARCHITECT /ENGINEER: BARGHAUSEN CONSULTING ENGINEERS INC. 18205 72ND AVENUE S. KENT, WA 98032 CONTACTS: CARYL J. MATTSON (425) 656 -1063 MARK PETERSON (425) 656 -7475 BUILDING STRUCTURAL ENGINEER: COLLONS +SMITH STRUCTURAL ENGINEERS 485 FRONT STREET N. N SUITE F -3 ISSAQUAH, WA 98027 CONTACT: BRYAN COLLONS (425) 369 -1104 PLUMBING /MECHANICAL /ELECTRICAL: ABOSSEIN ENGINEERING CONSULTANTS 2100 112th AVE. NE. SUITE 201 BELLEVUE, WA 98004 CONTACT: GEOTECHNICAL ENGINEER: GARY WOMACK — PROJECT MANAGER 425 - 462 -9441 ext 1006 GEOTECH CONSULTANTS, INC. 13256 NE 20TH ST. SUITE 16 BELLEVUE, WA 98005 CONTACT: MARC McGINNIS, PE 425- 747 -5618 pal -2e7 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2011 City of Tukwila BUILDING DIVISION CITYR�LA AUG' 2 i 2011 PERMIT CENTER Designed CJM U v 0 2 0. 0. Dote 04.22.2011 72ND AVENUE SOUTH LO 00 X U_ N N N 00 N CO 00 L L N N LC) LO N 0 U z 2 OC w � d J z zw C� 0 Z j 1. z� �z w J > U U) Job Number O O MPETERSON ai 0 U File:P: \14000s\ 14700 \architectural \631_bce14700 -1 AS1.1.dwg Date /Time:8/22/2011 1:28 PM BUILDING SIDE 2 1a CURVED ALUMINUM OR ACM FASCIA; COLOR: SHELL YELLOW 1 ILLUMINATED RED BAR, (3) SIDES 57' 6" DIA. CONCRETE FILLED GUARD POSTS; BOT. 12" SHELL DARK GRAY; TOP PORTION SHELL WHITE 16" DIA. CANOPY COLUMN; SHELL WHITE DISPENSER VALANCE 1a 30' CUSTOMER SERVICE UNIT NOT SHOWN FOR CLARITY COLUMN SPACING STREET SIDE CUSTOMER SERVICE UNIT (TOWELS, WATER, SQUEEGEE AND TRASH DISPOSAL UNIT); TYP. OF (4) ©NORTH ELEVATION (SOUTH ELEVATION SIMILAR) 1 ILLUMINATED RED BAR, SIDE VIEW 3 CURVED ALUMINUM OR ACM FASCIA; COLOR: SHELL YELLOW 1 3' ILLUMINATED RED BAR, (3) SIDES 18GA GSM TOP CAP; COLOR: TAN TO MATCH STORE CORNICE 4 MASONRY VENEER BASE MIN WEST ELEVATION TOP OF GSM 14' 5 L II COLUMN SPACING 24' -6" DISPENSER SPACING 11% ILLUMINATED RED BAR, SIDE VIEW CUSTOMER SERVICE UNIT (TOWELS, WATER, SQUEEGEE AND TRASH DISPOSAL UNIT); TYP. OF (4) CONCRETE SWALE; REFER CIVIL DRAWINGS COLOR KEY 1a 1 2 3 4 5 3 SHELL —WHITE SHELL —RED SHELL —DARK GREY SHELL — YELLOW TAN SHERWIN WILLIAMS COLOR: SW7720 "DEER VALLEY" — OR EQUAL 1 —SCORE SPLIT —FACE CONCRETE MASONRY VENEER "MESA TAN" ACM 2 —COLOR FLAT FASCIA FACING STORE (TOP= YELLOW, BOT. = RED) 2' kVJ OEAST ELEVATION btk4-4-267 ADDED MASONRY TO BASE OF COLUMNS PER ADR COMMENT ISSUED FOR ADMINISTRATIVE DESIGN REVIEW ° .9 a� a 0 0 0 .0 a. co N N N 0 B 0 N 0 z NTERURBAN AVE SOUTH REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2011 City of Tukwila BUILDING DIVISION CITY RfA 4L.0.2 7011 PERMIT CENTER I— CC 0 U � J O Q 00 O 0 CC - w • z • a O 0 U CC W W 0 C) E O V 0) 1) O 0) 0 O 0 c 0 gi 0 0 (n c 0 N 0 0 E G) c 0' N 0 E 0 c 2 0 Q) 0 z 0 0 0 18215 72ND AVENUE SOUTH X N rr) N 0N O N 0 rn (Oa~o I N N LO LI) Y Job Number O 0 r 97.0 U 0 T 0 0) 0 0 M 0 a) -0 `o 0 MPETERSON 0 0 V) File:P: \14000s\ 14700\ architectural \631 _bce14700— CA.1.dwg Date /Time:8/18/2011 11:41 2' 8" SECTION 2' -8" PLAN CANOPY COLUMN CLADDING SCALE: 3/4" — 1' -0" T.S. COLUMN PER STRUCTURAL 18GA GSM TOP CAP —FORM TO MATCH COLUMN & VENEER CAP; COLOR: TAN TO MATCH STORE CORNICE — PROVIDE APPROVED CAULKING WHERE SHOWN STONE VENEER OVER METAL LATH OVER 20 GA. 4" METAL STUDS 1" FOAM INSULATOR (2) #4 HORIZ. BARS, TOP AND BOTTOM W/ #4 VERT. BARS AT CORNERS X" ANCHOR BOLTS ©12" O.C. Y2" EXPANSION JOINT 18GA GSM TOP CAP —FORM TO MATCH COLUMN Sc VENEER CAP; COLOR: TAN TO MATCH STORE CORNICE — PROVIDE APPROVED CAULKING WHERE SHOWN STONE VENEER OVER METAL LATH OVER 20 GA. 4" METAL STUDS T.S. COLUMN PER STRUCTURAL NOTE — SEE EXTERIOR ELEVATIONS FOR ALL COLUMN CLADDING DIMENSIONS LINE OF CANOPY FACE ABOVE STREET SIDE / 61' -6" 13' -6" OF MPD & COLUMN 30' -0" OF MPD & COLUMN 18' -0" LINE OF CANOPY FACE ABOVE • •\ 4 BUMPER POST, TYP. 4 PLCS. 4 4 4 v 4. • .. 6 5 `— DISPENSER NUMBERING TO BE COORDINATED ON SITE PLAN, THIS PATTERN TO BE MAINTAINED AT ALL TIMES 2 . .v .a . a 4 v . 4 • q . va a . • ° • 4v MULTI— PRODUC4T • v ••• a. . < DISPENSER Wy CRIND �.. SYSTEM, (TYP. OF 4) .v EJ EJ .1 . EJ a v. 4 va . 1. v 4. 4 • v 4' .1 a. •• EJ 1/2" EXPANSION/ JOINT (TYP.) a ■■■■ 1 ■ ■ ■� TYPE 2A -20BC FIRE EXTINGUISHER W/ MOUNTING HOOK AT 48' A.F.F. CANOPY COLUMN, TYP. 6 PLCS. PER STRUCTURAL SEE CLADDING DETAIL EJ v 4 4 v CANOPY COLUMN, TYP. 6 PLCS. PER STRUCTURAL SEE CLADDING DETAIL CONTROL JOINTS TYPICAL UNLESS OTHERWISE NOTED EJ : a .4 .A 4 • 4 4. a • MULTI — PRODUCT DISPENSER W/ CRIND SYSTEM, (TYP OF 4) 8 . • 4 a. • .a 4 .4 a 6" THICK, 4000 PSI, REINFORCED CONCRETE DRIVE SLAB w/ #4 BARS 18" O.C. EACH WAY AT SLAB MIE —DEPTH 1/2" EXPANSION JOINT (TYP.) DISPENSER NUMBERING TO BE COORDINATED ON SITE PLAN, THIS PATTERN TO BE MAINTAINED AT ALL TIMES • 4 . 4 • A s • BUMPER POST, TYP. 4 PLCS. 4 v 4 44 LI I c v 4 . EJ CJ 4 a ti• Y d 1' -6 "0 BUMPER POST DETAIL PLASTIC IMPACT SLEEVE OVER 6 "0 STEEL BOLLARD G.C. TO FILL WITH CONCRETE SLURRY 61'0 STEEL PIPE CONCRETE DRIVE SLAB EXPANSION JOINT CONCRETE FOOTING SCALE: NTS STREET SIDE CANOPY SLAB PLAN LINE OF CANOPY FACE ABOVE SCALE: 1/4" = 1' -0" 1 -1/2" OR 1/4 SLAB DEPTH EXPANSION JOINT TOOLED CONTROL JOINT (OR SAWCUT) 1/4" DEEP PETROLEUM RESISTANT SEALANT TOOLED TO 1/4" RADIUS IF PLASTIC INSERT IS NOT USED BACKER ROD PER MANUFACTURER'S SPECS JOINT FILLER INTERRUPT REINFORCING AT JOINT (AS APPLICABLE) THICKENED SLAB WHERE OCCURS, SEE THICKENED SLAB EDGE 1/4" DEEP PETROLEUM RESISTANT SEALANT BURKE U —SEAL #3204 OR EQUAL TOOLED TO 1/4" RADIUS BACKER ROD PER MANUFACTURER'S SPECS REINFORCING CONTINUES ACROSS JOINT (AS OCCURS) Notes: OF COLUMN BUILDING SIDE OF COLUMN 1. DOWNSPOUTS ARE DESIGNED TO BE TIGHTLINED TO THE SITES UNDERGROUND STORM DRAINAGE SYSTEM. 0 y .5 a Q 0 a) 0 0 0 z PETROLEUM CANOPY SLAB PLAN NTERURBAN AVE SOUTH co 2. DRIVE SLAB SHALL BE 6" THICK REINFORCED CONCRETE w/ FIBERMESH OVER 6" CRUSHED ROCK OR AS SPECIFIED IN SOILS REPORT. FINISH SHALL BE A MEDIUM BROOM PERPENDICULAR TO ISLAND LAYOUT w/ EXPANSION AND CONTROL JOINTS AS SHOWN. 3. CANOPY CONTRACTOR SHALL PROVIDE DOWNSPOUTS.AND CONDUITS FOR LIGHTING, SIGN, MUSIC SYSTEM, CCTV AND SOLAR IN COLUMNS WHERE SPECIFIED. COORDINATE WITH GENERAL CONTRACTOR FOR EXACT LOCATION OF CONDUITS, AND HAND HOLES PRIOR TO FABRICATION. SEE ELECTRICAL DRAWINGS. 4. NOT USED 5. SEE SHEET CA.3 AND ELECTRICAL DRAWINGS FOR ADDITIONAL NOTES AND IN COLUMN ELECTRICAL CONDUIT AND LIGHTING INFORMATION. 6. GRADE BREAKS AT CONCRETE DRIVE SLAB SHALL OCCUR WITHIN DRIPLINE OF CANOPY. SEE GRADING PLAN FOR SLAB DRAINAGE ISOLATION AND OIL /WATER SEPARATOR. P REVIEWED FOR CODE COMPLIANCE APPROVED OCT 27 2011 City of Tukwila BUILDING DIVISION crtYRKftiftA AUG '.2 3 2011 PERMIT CENTER cc 0 cc U J U w 0 U w co co co z 0 cc w E O U 0) a) 0 0 O O ro co 0 0 Qf ci 0 0 0 0 N 0 x E 0 a E C 0 0 0 0 Y 0 0 0 N N 0 2 a 0 0 0 18215 72ND AVENUE SOUTH X Lam O N CO cn CO CO I I LIT) LQ N N I- n ' 0 O z d' a a) N° U jay.dwg, border.dwg, x631 ca.dwg 0 x MPETERSON 0 0 0 0 0 File:P: \14000s\ 14700\ architectural \631 _bce14700— CA.2.dwg Date /Time:8 /23/201 1 10:44 AM STREET SIDE 57' -0" 3'— 30, -0" 13' — 10" —8" I 9,_9„ o'— 1, 0 11 II II II II II II ii Ih II II t II II II 0 II C OF MPD & COLUMN 6'-8" 0" C OF MPD & COLUMN _ __--_ 92 =__= __0_____--- --__- _______- -_____ = -= = = s�= =_ •-,9r= ==r-.1M N 0, N II II II II II II II II II II 0 II II II II II II iI LJI • / i ROOF DECK PANS SECURITY CAMERAS, FURNISHED AND INSTALLED BY VENDOR, TYPICAL. (QUANTITY, LOCATION, AND POSITIONING TO BE DETERMINED IN FIELD) LSI CROSSOVER GENERATION 3 LED AMBIENT CANOPY LIGHT (CR03) FLAT LENS, (TYP. OF 12) MODEL NO. CR03 -ES- LED -84- 450 -CW -UE (REFER TO ELECTRICAL PLANS) MUSIC SPEAKERS INSTALLED AT EACH COLUMN. SPEAKER AND BOX FURNISHED AND INSTALLED BY MUSIC VENDOR, TYPICAL. CANOPY COLUMN, TYP. 6 PLCS. PER STRUCTURAL SEE CLADDING DETAIL • • O■ w CANOPY COLUMN, TY 6 PLCS. PER STRUCTUR SEE CLADDING DETAIL ETA ■o s==-===== a= = = == 7' -7" STREET SIDE CANOPY CEILING PLAN SCALE: 1/4" = 1' -0" LINE OF CANOPY FACE 0 0 OF COLUMN BUILDING SIDE OF COLUMN bit287 0 0 a 0 4) 0 0 z z J 0■. z W 00 U # I- w0 IJL W Q Z w0zcco °CQ O - <�►Q Z — - � • Ne z � L - MM W I- c0 _J r) 0 CC 1- w kb 0_ El REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 7 2011 City of Tukwila BUILDING DIVISION erneR SFISLA AUG' 2 2011 PERMIT CENTER L O u- 0 O 0 O al Q C'7 O OD CC 0 • Z C O 0 O cc W V W (xi O co o 0 I o_1 c N d ▪ N R a) a I E 0 4) N c 0 0 E 2 0 '0 0 0 j Y O O L. O < 0 0 18215 72ND AVENUE SOUTH .W 0 0 Z 5 Z Z W g� x F- Z N 0 rr) N N O N 00 0 0, (ND Z 1 1 ww Q z �n �n ° z �� w Y - 0 (/) MPETERSON Xref: , jay.dwg, border.dwg, x631ca.dwg, z14624ca.dwg, z14435ca.dwg O I I ai 0 0 (/1 Date /Time:8/23/2011 10:44 AM Job Number 0 O N O 0 PERIMETER GUTTER O B 7 3 s s U14x 61 — # I I s _ # F .- I 3 • i CS2 14x ►61 ` 3 I 1 o I 1 V - ! 1 1 I I # 1,4x 6' # y j j$ # 3 g3� I i 1 3 v ' s 1 s , I # 1 _ ! • 1, I ao L2.5x2x3/16 LLV I 1 i y W 14x, 6, # 411) to cps 0 fx 1 € 1 0 5 U s 1 11 j 1 , r 1 L2.5x2x3/16 L mow.. 1— = _� r.: H.- ..:....:...:.:..: :......:- - .wM:......... .........:. N rn N c0 11) 13' -6" FLG. STAY © 8' —0"0.C. TYP. 30' -0" 13' — 57' -0" CANOPY FRAMING PLAN SCALE: 3/16" = 1 -0' SPREAD FOOTING) TIE BEAM cia- 16 "0 SCH.10 PIPE COL. TYP. l�J 30' -0" 0 CANOPY FOUNDATION PLAN SCALE: 3/16" = 1' -0" i USE DECK CLIPS BOTH SIDES OF EA. BEAM AT LAST TWO DECK RIBS BOTH ENDS OF CANOPY NOTE: THE TOP OF THE SPREAD FOOTINGS AND TIE BEAMS ARE DOWN 2' -6" FROM TOP OF SLAB. CONTRACTOR TO VERIFY THAT THIS DEPTH ALLOWS FOR CLEARANCE OF THE DISPENSER SUMP BOXES. ACM FASCIA DRIVE SLAB 16" 0SCH.10 PIPE LU 0 c CANOPY ELEVATION SCALE: 3/16" = r-0" STRUCTURAL NOTES 1. CODE IBC - -2009 2. ROOF LIVE LOAD - -25 P.S.F. MIN. 3. WIND - -85 M.P.H., EXPOSURE B 4. SEISMIC - -D 5. SOIL CAPACITY 2000 PSF 6. CONCRETE FOOTING - -f'c =3000 PSI (MIN. 5 SACKS CEMENT PER CUBIC YARD) 7. REINFORCING STEEL - -ASTM A615, GRADE 60, FY =60KSI 8. HOT ROLLED STEEL SHAPES & PLATE - -ASTM A36, FY =36KSI (EXCEPT "W" SECTIONS ARE A992, FY =50 KSI) 9. STRUCTURAL TUBING- -ASTM A500 GRADE B, Fy =46KSI 10. ALL STRUCTURAL STEEL TO BE RED PRIME PAINTED 11. COLD ROLLED STEEL SHEET, GALVANIZED- -ASTM A653 SQ, GRADE 40, Fy =40 KSI. 12. ANCHOR RODS- -ASTM F1554 GR.36, Fy = 36 ksi 13. WELDS - -E70 ELECTRODES —ALL WELDS BY CERTIFIED WELDERS 14. BOLTS- -ASTM A307 UNLESS NOTED. 15. NON— SHRINK GROUT= 5000 PSI 4; 16. CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. ALL WORK TO BE IN ACCORD- ANCE WITH ALL APPLICABLE CODES AND STANDARDS. 17. ALL SCREWS AND BOLTS THRU DECK SHALL HAVE TOP SEALS. 18. ALL FLASHING, GUTTERS, ETC. SHALL BE CONSTRUCTED TO BE LEAK TIGHT AT THEIR JOINTS OR SEAMS BY USE OF MASTIC. 19. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE DONE IN ACCORDANCE WITH THE AISC SPECIFICATION. 20. THE ELEVATION AND DIRECTION OF THE CANOPY DRAIN PIPES IS PER THE ARCHITECT'S /CIVIL ENGINEER'S DRAWINGS. 21. LOCATION AND SIZE OF CANOPY LIGHTS AND ELECTRICAL CONDUITS IS PER THE ARCHITECT'S /ELECTRICAL ENGINEER'S DRAWINGS. 22. FABRICATION OF STRUCTURAL STEEL SHALL BE DONE BY A WABO REGISTERED STEEL FABRICATOR. SPECIAL INSPECTIONS & STRUCTURAL OBSERVATION: 1.) CONCRETE — NOT REQ'D. PER 1704.4, EXCEPTION 1. 2.) WELDING — REQ'D. UNLESS DONE BY A FABRICATOR APPROVED BY THE JURISDICTION. PERIODIC INSPECTION IS REQ'D. FOR ALL SINGLE PASS FILLET WELDS. THERE ARE NO FIELD WELDS. 3.) PERIODIC INSPECTION IS REQ'D. TO VERIFY MEMBER SIZES AND JOINT DETAILS. 4.) STRUCTURAL OBSERVATION IS NOT REQ'D. UNLESS MANDATED BY THE BUILDING OFFICIAL. lo RECEIV CITY OF TU LA OCT1.72011 PERMIT CENTER ate., -_W. REVIEWED FOR CODE AP APPROVED OCT 2 7 2011 BR1085 1 REVISED- NOTES z U J W We, NN 0 144 cc frg„ ICE a'3 ai 0 jI co W m PEYTON — TOMITA AND ASSOCIATES • 954 Town & Country Rd Orange, CA 92668 Ph:(714) 245 -4930 Fax:(714) 245 -4933 w a Lu City of Tukwila ILDING DIVISION CORRECTION QTR# 1 II-211 EXP. 1 -22 -13 JACKSONS SHELL nm-12 2011' 0_ 0 z U 40' BY 57 FILE NAME CS 1. DWG JOB NO. BR1085 DRAWING NO. C S 1 DRAWING REVISION NO. 8' -6" SHELL RVIe TEAR DROP CANOPY FASCIA Z2x 1 x 18GA @ 4' -0" 0/C CARRY BEAM SPOT WELD L41/-4' OR (3) #10 SMS PURLIN 20GA GUTTER 3#14 TOP SEAL FASTENERS PER FRAME O 0 4' -0" SPREAD FOOTING PLAN 0' -1" = 1' —O" 1-1/4"0x2'-0" F1554 GR.36 ANCHOR RODS W /HEAD OR HEAVY HEX NUT 0 N PL.11x20 "x1'— 1, TIE BEAM PER PLAN TYP. TWO PLCS, NOTE: PER THE SOILS REPORT, ALL FOOTINGS SHALL BE PLACED ON NO LESS THAN 2 FT. OF COMPACTED ROCK FILL. CANOPY COLUMN 2" NON— SHRINK GROUT BY G.C. SLAB ON GRADE (BY OTHERS) CONCRETE COVER ALL SIDES OF COLUMN 1/4V • • • • 3 SPREAD FOOTING SECTION 0' -1" = 1' -0" 7 #6's EA. WAY TOP & BOTTOM SHELL RVIe TEAR DROP CANOPY FASCIA 9 ;" 9 " +■a 20GA ASTM A653 SQ GR 40 DECK W /3" RIBS @ 16" O/C FASTEN RIBS W/#14 SMS @ ENDS, PURLINS & MIDSPANS AND AT 48 "O.C. MAX. Z2x 1 x 18GA @ 4' -0" O/C SECTION SCALE: NTS OR (3� ELD #10 SMS SECTION SCALE: 1" = 1' -0" w 0_ 0 0 4\_PL.3/4"x16"xr-10" W/(4)3/4"0A307's STEEL COLLAR HEAVY MASTIC 3 #14 TOP SEAL FASTENERS PER FRAME L2.5x2x3/16 LLV W / #14's @ 32 "O.C. TO DECK RIB PURLIN �! 4JCPURLIN (2) #14 SMS DECK (4) 3 /4 "DIA A307'S TYP. DECK CLIP(700# CAP.) ALTERNATE SIDES OF BEAM EACH RIB BOTH SIDES OF BEAM AT LAST TWO RIBS, EA. END OF CANOPY L2x2x 18GA STRAP FLG STAY DETAIL SCALE: NTS 3 #6's TOP & BOTTOM TYP. c4) TIE BEAM SECTION 0' -1" = 1' -0" REVIEWED FOR CODE COMPLIANCE APPROVED OCT 27 2011 City of Tukwila BUILDING DIVISION Crrit(WKI ILA OCT 1.7'1011 PERMIT CENTER BR1085 W Q §0 wLU t� g6c,i) W a�� 0 w CO PEYTON - TOMITA AND ASSOCIATES 954 Town & Country Rd Orange, CA 92668 Ph:(714) 245 -4930 Fax (714) 245 -4933 a w 5 V) w JACKSONS SHELL EXP.1 -22 -13 OCT 12 2011' 0 z Q U Ln m FILE NAME BR 1 085CS2.DWG JOB NO. BR1085 DRAWING NO. CS2 DRAWING REVISION NO. PLOTTED: Monday, August 22, 2011 — 11:04am LAYOUT NAME: Layoutl FILE NAME: J: \211081 \211081 POWER DEVICES PANELBOARD - FLUSH MOUNTED -`'- PANELBOARD - SURFACE MOUNTED 250 LOW VOLTAGE TRANSFORMER 250 '-(WATTAGE PER CIRCUIT) FLOORBOX WITH DUPLEX RECEPTACLE 0 MOTOR CONNECTION. (NUMBER = HORSEPOWER) D DISCONNECT SWITCH D' DISCONNECT SWITCH - FUSED ®' COMBINATION STARTER /DISCONNECT ® MAGNETIC STARTER ® EQUIPMENT CONNECTION SPECIAL RECEPTACLE e- CLOCKBOX RECEPTACLE. DUPLEX RECEPTACLE QUADRAPLEX RECEPTACLE D PUSHBUTTON CONTROLLER 0 JUNCTION BOX FIRE ALARM D4 MINI HORN /STROBE COMBINATION a MINI HORN MANUAL PULL STATION sO SMOKE DETECTOR s SMOKE DETECTOR WITH STROBE O HEAT DETECTOR ® MAGNETIC DOOR HOLD OPEN 0 FLOW SWITCH (1> TAMPER SWITCH O LOW PRESSURE SWITCH RELAY so- --I DUCT SMOKE DETECTOR CONNECTION (REMOTE TEST, W/ LED) E 10" EXTERIOR BELL - WEATHER PROOF KNOX BOX CE STROBE ONLY ELECTRICAL GENERAL NOTES: 1) ALL RECEPTACLES AND SWITCHES SHALL BE FLUSH MOUNTED FOR ALL AREAS. U.O.N. 2) THE ELECTRICAL DRAWINGS ARE GENERALLY DIAGRAMMATIC. THE ELECTRICAL INSTALLATION SHALL BE COORDINATED WITH ALL OTHER TRADES SO THAT INTERFERENCES BETWEEN THE ELECTRICAL INSTALLATION AND ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND EQUIPMENT INSTALLATION WILL BE AVOIDED. 3) REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ROOM AND AREA FINISHES, CEILING PLANS, DOOR SWINGS, FIRE RELATED PARTITIONS, CABINET AND CASE WORK AND BUILT -IN DETAILS. 4) ALL WIRING TO BE SIZE #12 AWG UNLESS NOTED OTHERWISE. CONTRACTOR SHALL PROVIDE ALL DISCONNECTS TO MEET LOCAL CODES. 6) CONTRACTOR SHALL VERIFY ALL DOOR SWINGS BEFORE INSTALLING LIGHT SWITCHES. ALL LIGHT SWITCHES TO BE INSTALLED ON STRIKE SIDE OF DOOR UNLESS SPECIFICALLY NOTED OTHERWISE. 7) ALL FINAL CONNECTIONS SHOWN ON THE DRAWINGS ARE ACTUAL REQUIREMENTS OF THE EQUIPMENT AND ARE SHOWN IN THEIR APPROXIMATE LOCATION. 8) ALL MOTOR STARTERS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR FURNISHING THE EQUIPMENT AND INSTALLED, WIRED AND CONNECTED BY ELECTRICAL CONTRACTOR. 9) AUDIO /VISUAL INDICATOR SHALL BE INSTALLED ABOVE THE FIRE ALARM PULL STATION WHERE APPLICABLE AT APPROXIMATELY 6" BELOW CEILING OR +80" A.F.F. WHICHEVER IS LOWER. 10) ALL BATTERY BACKUP, EMERGENCY LIGHTING FIXTURES SHALL BE CONNECTED TO THE SAME CIRCUIT SERVING LIGHTING IN THAT AREA PRIOR TO ANY SWITCHING. 11) ALL EXTERIOR EQUIPMENT AND DEVICES SHALL BE WEATHERPROOF AND RAIN TIGHT. 12) COORDINATE ALL LIGHTING WITH MECHANICAL AND PLUMBING EQUIPMENT. 13) CONTRACTOR TO VERIFY THAT EQUIPMENT WITH CIRCUIT BREAKERS AS LOCAL DISCONNECT MEANS IS HACR RATED. IF NOT, PROVIDE DISCONNECT SWITCH PER N.E.C. 14) MOUNTING HEIGHT OF ALL DEVICES SHALL CONFORM WITH 2008 N.E.C., STATE ELECTRICAL CODE, LOCAL CODES AND ADA. UNLESS OTHERWISE INDICATED ON THE DRAWINGS. - RECEPTACLES: 15 "; 48" AFF TO CL - SWITCHES: 48" AFF TO CL 5) SWITCHING so $3 s4 $L �D SINGLE POLE THREEWAY FOURWAY LOCKING DIMMER MANUAL MOTOR STARTER QM WITH THERMAL OVERLOADS �T YP sv TIMER PILOT LIGHT VARIABLE SPEED FAN CONTROLLER SWITCH WITH LED PILOT LIGHT OS OCCUPANCY SENSOR PS PHOTO SENSOR (a,b,c) DENOTES SWITCH LEGS '15) REFER TO ARCHITECTURAL DRAWINGS FOR DESIGNATION AND LISTING OF FIRE RATED ASSEMBLY DESIGN NUMBERS. COORDINATE ALL DESIGN WORK WITH FIRE RESISTANCE OF MATERIALS AND CONSTRUCTION. RACEWAY HOMERUN TO PANEL P1 -5 (INDICATES PANEL AND CIRCUIT NUMBER) --111 NUMBER OF CONDUCTORS #10 -(WIRE GAUGE OTHER THAN AWG #12) 16) FINAL DETERMINATION OF FIRE DAMPERS AND OTHER FIRE STOPPING REQUIREMENTS SHALL BE BASED ON LOCAL CODE REQUIREMENTS. 17) ELECTRICAL SYSTEM EQUIPMENT AND COMPONENTS SHALL BE U.L LISTED, AND BE IN COMPLIANCE WITH THE REGULATIONS OF THE STATE AND LOCAL ENFORCING AGENCIES. 18) THE ELECTRICAL CONTRACTOR SHALL REFER TO AND COORDINATE THE LOCATION OF ALL AREA/ OCCUPANCY SEPARATION WALLS WITH THE ARCHITECTURAL DRAWINGS AND DETAILS. 19) ALL CONDUIT, ETC. PENETRATIONS THROUGH THE BUILDING SHALL BE FIRE /SMOKE STOPPED PER THE LATEST EDITION OF THE UNDERWRITERS LABORATORIES FIRE RESISTANCE WITH HOURLY RATINGS FOR THROUGH - PENETRATION FIRE STOPS SYSTEM VOLUME #2 OR SHALL BE INSTALLED IN STRICT ACCORDANCE PER THE MANUFACTURERS U.L. LISTINGS (3M -OR EQUAL). COORDINATE WITH GENERAL CONTRACTOR PRIOR TO BIDDING. 20) ALL ELECTRICAL WORK SHALL CONFORM TO U.L. STANDARDS, 2008 N.E.C., N.F.P.A. AND ALL OTHER CODES OF JURISDICTION WHICH ARE APPLICABLE TO THIS ELECRICAL INSTALLATION. 21) WHERE REMODELING /DEMO WORK DISRUPTS CONTINUITY OF EXISTING CONDUITS OR CIRCUITS, PROVIDE CONDUIT /WIRE /J- BOXES, ETC TO MAINTAIN CONTINUITY. 22) SEE ARCHITECTURAL SHEETS FOR EXTENTS OF REMODELED AREAS PHASE CONDUCTOR(S) GROUND CONDUCTOR NEUTRAL CONDUCTOR TELEPHONE - DATA DATA OUTLET - (2) RJ45 JACKS AND 2 -4PR CATEGORY 5 CABLES TELEPHONE OUTLET PAINTED 3/4" PLYWOOD BACKBOARD CONTRACTOR IS TO BRING UP ANY DISCREPANCIES AND ITEMS WHICH ARE NOT SPECIFICALLY CALLED FOR OR SHOWN, BUT ARE REQUIRED FOR A COMPLETE ELECTRICAL SYSTEM, AND WHICH AFFECT HIS CONTRACT PRIOR TO ENTERING AND SIGNING THE CONTRACT. AFTER AWARDING THE CONTRACT, ALL SUCH ITEMS REQUIRED FOR A COMPLETE SYSTEM READY FOR THE OWNER'S BENEFICIAL USE SHALL BE FURNISHED AND INSTALLED INCLUDING ALL SUCH AFOREMENTIONED DISCREPANCY ITEMS AT NO ADDITIONAL COST TO THE OWNER. ELECTRICAL CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXACT IMPACT OF THE RETROFIT TO THE ELECTRICAL SYSTEM AND SHALL INCLUDE IN HIS BID ALL THE WORK WHICH MIGHT NOT BE SPECIFICALLY MENTIONED BUT ARE REQUIRED FOR A COMPLETE ELECTRICAL SYSTEM READY FOR OWNER'S BENEFICIAL USE. LIGHTING FIXTURES SEE LIGHTING FLOOR PLAN, SHEET E4.0 FOR LIGHTING FIXTURE SCHEDULE AND SYMBOLS REVISIONS: PLAN INDEX: Engineering, E1.0 GENERAL NOTES, SCHEDULES, AND PLAN INDEX E2.0 SITE PLAN FIRE PROTECTION E3.0 POWER AND COMMUNICATIONS PLAN PH: (425) 462 -9441 E4.0 LIGHTING PLAN E5.0 POWER RISER DIAGRAM E6.0 PANEL SCHEDULES E7.0 SPECIFICATIONS .181 P �'q %49244414 cmrLA AUG' 2 2011 T CENTER 0 0 0 z i< w 0 z zz 0 0 z a J W 00 LU I- I CA O z u) 0 ■ '^ Cn � w 0 �• a z J cc w z w z 0 Z a 0 w 0 CO 83 z 0 cc w E 0 0 cci 0 41.5 O 0 0 co Y 0 1 0 N 7 0 0 x • 0 0 k 0 0 t 0 I 11 I I 0 M m - 0 C 3 > Y 2 1- 0) w LIJ N N N CO cn U o z zW z ct z WLd W w z� c.5z z E W o: 0 ((1) Job Number N O W Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E-Mail: cseroiceilabossein.com www.abossein.com 0 N 7 0 0 x • 0 0 k 0 0 t 0 I 11 I I 0 M m - 0 C 3 > Y 2 1- 0) w LIJ N N N CO cn U o z zW z ct z WLd W w z� c.5z z E W o: 0 ((1) Job Number N O W PLOTTED: Monday, August 22, 2011 — 3:09pm LAYOUT NAME: 0 CP N w «\\ 600A, 120/208V MAIN BREA KER PANELBOARD "MDP". 600 AMP, 120/208V 3P4W CT ENCLOSURE, 50,000 AIC MIN. (2) 4" PVC SCHEDULE 40 CONDUIT WITH (4) 350 KCMIL CU. THHN /THWN WIRE. TO 'MDP' (2) 4" PVC SCHEDULE 40 CONDUIT WITH (4) 350 KCMIL CU. THHN /THWN WIRE. INTERCEPT EXISTING (2) 4" PVC CONDUITS AND EXTEND TO NEW CT ENCLOSURE. REPLACE U 7 e'OLE BAS C -18,20 L \\ ONDUIT ROPE. PT EXISTING IF PRACTICAL. (1) 3/4" PVC C -18,20 #10 AWG CU (1) 3/4" PVC C -18,20 #10 AWG CU. C -12 #10 AWG THWN VIA TIMER FIELD VERIFY EXACT TELEPHONE CONNECTION POINT. e • (1) 3/4" PVC C -18,20 #10 AWG TYPICA) PROVIDE )IEW LIGHT FIXTUREr'AND POLE BASE. UTILIZfIEXISTING POWER PO CONDUIT RISERS IF CODE COMPLIANT, THERWISE REPLACE AS REQUIRED. s , \se\ , 0 „A-t3441 \ PROVIDE NEW LIGHT FIXTURE AND POLE BASE. C -18 / * * * ** (1) 3/4" C -16 #10 AWG THWN .so i ELECTRICAL SITE PLAN SCALE: 1" = 20' -0" 07e\" ,e/09 /0 �h GENERAL NOTES: 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH POWER COMPANY FOR EXACT SERVICE CONNECTION REQUIREMENTS AND INCLUDE ALL NECESSARY COST IN BID. 2. ALL ELECTRICAL EQUIPMENT SHALL HAVE AIC RATINGS EQUIVALENT OR HIGHER THAN AVAILABLE FAULT CURRENTS PROVIDED BY POWER COMPANY. 3. A UTILITY LOCATE SHALL BE PERFORMED PRIOR TO COMMENCEMENT OF TRENCHING. 4. SEE LIGHTING CONTACTOR DETAIL ON SHEET E4.0 FOR ADDITIONAL INFORMATION 5. PROVIDE SEAL -OFF FITTINGS ON ALL RACEWAYS AS REQUIRED BY NATIONAL ELECTRICAL CODE. s1 C1 FLAG NOTES: INTERCEPT EXISTING 3/4" PVC UNDERGROUND CONDUITS FOR DISPENSER POWER AND COMMUNICATIONS. EXTEND TO NEW LOCATION AS NECESSARY. APPROXIMATELY (8) TOTAL CONDUITS. PROVIDE NEW POWER AND COMMUNICATION CABLES AS REQUIRED TO RECONNECT FUEL DISPENSING CONTROL EQUIPMENT. SEE PANEL SCHEDULES FOR POWER CIRCUIT IDENTIFICATIONS. INTERCEPT EXISTING 3/4" PVC UNDERGROUND CONDUITS FOR CANOPY LIGHTING AND SIGNS. EXTEND CONDUIT BACK TO LIGHTING CONTACTOR AND ASTRONOMIC TIME CLOCK. APPROXIMATELY (4) TOTAL CONDUITS. REFER TO ARCHITECTURAL PLANS FOR EXACT FIXTURE LOCATIONS. PROVIDE 3/4" CONDUIT AND (3) # 12 THHN CU. WIRE FOR AIR STATION. MAKE CONNECTION WITH WATER TIGHT FLEX, BOXES AND COVERS AS REQUIRED BY MANUFACTURER. FIELD VERIFY EXACT LOCATION WITH OWNER PRIOR TO INSTALLATION. INTERCEPT EXISTING 3/4" PVC UNDERGROUND CONDUITS FOR PARKING LOT LIGHTING AND SIGNS. EXTEND CONDUIT BACK TO ASTRONOMIC TIME CLOCK. APPROXIMATELY (4) TOTAL CONDUITS. SEE PANEL SCHEDULES FOR CIRCUIT IDENTIFICATION. ROUTE CONDUIT UP THROUGH COLUMN TO ROOF DECK FOR LIGHT FIXTURE CONNECTIONS. SITE LIGHT FIXTURES: LSI CROSSOVER #XAN3 LED 119 350 CW YE BRZ LSI CROSSOVER #CRO3 ES LED 84 450 CW UE VEHICLE ACCESS SIDE FINAL GRADE YELLOW WARNING RIBBON BACK FILL MATERIAL 3" CLEAN BACKFILL TRENCH WIDTH 24" MIN 24" MIN C*—\ I�G COVER 24" MIN 48" MAX COMMUNICATIONS CONDUIT SECONDARY SCHEDULE 40 PVC CONDUIT WITH 2" SEPARATION. SECONDARY TRENCH DETAIL N TS SPOILS PILE NOTE: SEE POWER COMPANYSERVICE HANDBOOK FOR ADDITIONAL REQUIREMENTS. HANDHOLES 3/4" BASEPLATE W/ GROUND LUGS 1" CHAMFER ANCHOR BOLTS EXP. AGG. OR SACKED FIN. FINISH GRADE =1 I i _li�111= 111: (4) #5 VERT. BARS I I G1_ W /(3) #3 TIES 2 "O. AT TOP, REST OF # I: TIES AT 12" O.C. TO II BOTTOM OF BASE. 2500 PSI CONC. BASE AGAINST DISTURBED OR COMPACTED SOIL. MOUNT POLE AFTER CONC. HAS CURED BASE D ETAI L 11 I IIl r VERIFY WITH STRUCTURAL POLE BASE DETAIL N 119 LED FULL CUTOFF LUMINAIRE. TYPE II 138 WATT 4" DIA. ALUMINUM POLE (BRONZE) FOR LOCATIONS, SEE SITE PLAN: PARKING LOT LIGHT -22 HT. STANDARD PAR <ING AREA POLE LIGHT SCALE: NOT TO SCALE 0 T E . • BY PHOTOCELL/TIMESWITCH/CONTACTOR CONTROLLED L /T MESW TCH /CON ACTOR COMBINATION. crrYRMALa AUG 2 3 2011 PERMIT CENTER c 0 N cc 0_ 0 m 4) 0 0 z H c�) ^ O� Z v, O w J O Z CA a- C1 Q Q w z a �-O :Q LLI U 1 Q Z co I- CO 0 U J cc U w 0 U W 0 co 00 0 z 0 w www.jacksonsfoodstores.com G H A Designed — Scale: PiNt For 18215 72ND AVENUE SOUTH '��i, Nr `'t O. KENT, WA 98032 Drawn mo �q i _ ► Horizontal ` /a� �` (425)251 -6222 - '.f ®� " �' (425)251 -8782 FAX Checked, > �1 o off w z 2i w 4 Approved — Vertical y43 r■ G �' CIVIL ENGINEERING, LAND PLANNING, 1/4 " =1' -O" $ T /NC ' G\N�� SURVEYING, ENVIRONMENTAL SERVICES Date 03.08.11 1�� EN Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BEIL,EVUE, WA 98004 PH: (425 ) 462 -9441 FAX: (425 ) 462 -9451 E -Mail: eservice0abossein.com www.abossein.com hi 0 0 N 0 c 0 N 0 c 0 wll c: 0 Y 0 0 0 O .I II .) 0 L43 0 7 O z d- o r a) O N w ti N A II II�1II all r",3 11 I 11 II p 111_11I— II II I= II III I' s —Lii F A:11 II II {= VERIFY WITH STRUCTURAL POLE BASE DETAIL N 119 LED FULL CUTOFF LUMINAIRE. TYPE II 138 WATT 4" DIA. ALUMINUM POLE (BRONZE) FOR LOCATIONS, SEE SITE PLAN: PARKING LOT LIGHT -22 HT. STANDARD PAR <ING AREA POLE LIGHT SCALE: NOT TO SCALE 0 T E . • BY PHOTOCELL/TIMESWITCH/CONTACTOR CONTROLLED L /T MESW TCH /CON ACTOR COMBINATION. crrYRMALa AUG 2 3 2011 PERMIT CENTER c 0 N cc 0_ 0 m 4) 0 0 z H c�) ^ O� Z v, O w J O Z CA a- C1 Q Q w z a �-O :Q LLI U 1 Q Z co I- CO 0 U J cc U w 0 U W 0 co 00 0 z 0 w www.jacksonsfoodstores.com G H A Designed — Scale: PiNt For 18215 72ND AVENUE SOUTH '��i, Nr `'t O. KENT, WA 98032 Drawn mo �q i _ ► Horizontal ` /a� �` (425)251 -6222 - '.f ®� " �' (425)251 -8782 FAX Checked, > �1 o off w z 2i w 4 Approved — Vertical y43 r■ G �' CIVIL ENGINEERING, LAND PLANNING, 1/4 " =1' -O" $ T /NC ' G\N�� SURVEYING, ENVIRONMENTAL SERVICES Date 03.08.11 1�� EN Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BEIL,EVUE, WA 98004 PH: (425 ) 462 -9441 FAX: (425 ) 462 -9451 E -Mail: eservice0abossein.com www.abossein.com hi 0 0 N 0 c 0 N 0 c 0 wll c: 0 Y 0 0 0 O .I II .) 0 L43 0 7 O z d- o r a) O N w ti N LAYOUT NAME: 0 PLOTTED: Monday, August 22, 2011 — 12:35pm FILE NAME: J:\211081\211081 E3.dwg FLAG NOTES PANEL A. STUB UP IN WALL AND CONTINUE TO ANEL PROVIDE (2) 3/4" SCH. 40 PVC CONDUIT RUN UNDER CONCRETE SLAB. FIELD VERIFY STUB —UP LOCATION. PROVIDE U.L. LISTED WIREWAY WITH SUPPORT ON BOTH ENDS, SIZE TO ACCOMMODATE FOOD SERVICE EQUIPMENT. WIREWAY SHALL BE PAINTED WHITE AND HAVE NO EXPOSED COUPLINGS. PROVIDE JUNCTION BOX IN CEILING FOR WIREWAY. ROUTE CIRCUITS ITS OVERHEAD FROM PANEL ENCLOSURE TO JUNCTION BOX. DESIGNATED SPACE FOR FUEL DISPENSING CONTROL EQUIPMENT. VERIFY EQUIPMENT AND LOCATION WITH OWNER PRIOR TO INSTALLATION. SHEET NOTE • = ROUTE COMM TO D —MARK LOCATED IN ELECTRICAL ROOM. GENERAL NOTES 1. ALL FOOD AND BEVERAGE RECEPTACLES TO BE LOCATED UNDER COUNTER. MOUNT AT 18 " -24" AFF TO AVOID SHELVING, CONFIRM IN FIELD. RECEPTACLE(S) FOR COMPUTER USE ONLY COMPUTER OUTLET DESIGNATION QUAD RECEPTACLE DETAIL RECEPTACLE(S) FOR GENERAL USE NOT TO SCALE SEE PLANS FOR LOCATIONS PRIMARY DATA (BLUE CABLE) PRIMARY VOICE (GRAY CABLE) DATA SECONDARY DATA (GREEN CABLE) SECONDARY VOICE (WHITE CABLE) 2 QUAD PHONE /DATA WALLPLATE NOT TO SCALE 41 SEE PLANS FOR LOCATIONS A -26 - •ti -t•e4 4�.t_`a�tr 3Yy,.t^`FS�^•aY y,1 },.� .eo[`' .rr..Y i'Ij�w�jy� ->yr� i;eh; ��•} x's r4n :i �: _ �•h:v:s�'a._._� F.P 4.�� _ .. .. - _ , .. _ .. - ...:�. _ -. � :sue. �� _ •��_ ._ 'i' .:�_ -. �_.. —..-� .. � �� eaf � Y ,.+qS • V .Y .�i. jh t.+1, i:-' i�f: �,..-.:.'\. �`^ i.--.....:: li�+.', M.' 4a_ a :n�- :'�`.'r- .:.,a.•.`. ^�`X`.... ..... ' •-sae: '.i�:: •:}:.;r'i?x.•. r"t + •tx+-t v.t. 11 11 1 11 11 11 111; J II I I I I I I I1I I II II I I I I11 I III- (38 )CCC1III11:0dIICII11DCIU n F-1— — I •--1 • o Y1 IdJJ LLL 1 J.J.! LJJ.I D 1 I .. , LLL 1 El LJTI J.Y1LJ 11L1 LJ L 1 J11 . 1 . 1 J.Y 20,22 , A -20,22 WALK -IN COOLER B -2,4,6 �IIIIIIII�IEIB ®�IIIIII(I�I0IID® IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11I1IIIIIIIIIIIIIII SCIIIIIB LIIICQIIII 011111IIIIIII 011III1ID o BACK ROOM PSE CT AND METER LIGHTING CONTACTOR PANL 1PANEL 1 'MD3' 1 PANEL — PANEL 'B' 1 24 BEER CAVE (44 ) on roof B -20,22 B- 14,16,18 (4) #8 AWG CU (1) #10 GND _ ______I; I 11 �i� iliI ,.II : I I II IIIIIIII illi I 1 11 IhllhI Ild I I 11 IUI I1jI - ill! t I tllE EI IIIIIII Ctp 11111111111111 I1111I I III D DTI Tf1 ITTI TTl [HIM H ultimatum Em A -28 11111111111111111111111111 uiimiiiim PANEL 'A' —28 —30 a.., ..,. ._,... -. _._._. :.`'- ,^`�z?c't- '.•i; -�...r .r"..?�_�..,:...Si �., ..,...`u4tiir` =..' -. _'_.__...��i: "•r; s.^::ra;.� fig•. �_,. ... _ �___..raspM:�'�''i'r:. B -25,27 (ON ROOF) HALF GLASS CAVE DOOR (ON ROOF) A -1 ii (3) #8 AWG CU k (1) #10 GND OFFICE LEARNING CENTER under PRINTER under B- 8,10,12 (4) #8 AWG (1) #10 GM under I , 1V PIN PM ticket display G CI ( 36 ) exterior B- 19.21.23 on roof ( 19 bun box under A -9.11 SALES AREA 19 A -13.15 bun box under below machine below 20 FLR LI J FRITO CASHIER ticket display promo display cot A -12 A -30,32 22 (3) #10 — NM O- VVI7 —L r . N, i c- IS in ® WALK -IN FREEZER 1E1 B1-13,15,17 (4) #10 AWG ( 39 ) CLG GFCI A -34,36 (3) #1 (1) HALLWAY i.a,:;N..t. =. iqi;. a; ;r'q'.':y: `; R'H:_z .:5,e "":S.:n- Y....n:`.; a'K:. y. :- ', -..[__ r:• Y.:; ris,•n _ u.0 1...aw:4::�v.^ r,3 .:..>` ...:.ix' ♦'��.•wa *:L .`..Y- •CT�v "\.i�: i:%- i <:'S�;`t��r yw;ti .F�i.�.:n').•!.:. `;"�1."r. -%%.1r . ^f.}. »..,+ <4�' ":•.(�. ^�z ?� GFCI ( 30 ) exterior POWER AND COMMUNICATIONS PLAN SCALE: 1/4" = 1' -0" SEPARATE PERMIT AND APPROVAL REQUIRED crtYRswiran.n AUG 2 9 2011 PERMIT CENTER Y U ., 0 z Z a z 0 U Z 0 U 0 CC 0 Z W D.. co zaa z � cn Q Z Y co p E O v 0 O O O O 0 v cd Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLFIVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: cseroicellabosseiu.com www.abossein.com 00 N 0 ' fn II I) oci 0 m v y 0 • c rn • E 0. +% 8 U .2 8 18215 72ND AVENUE SOUTH Job Number MI RETAIL EQUIPMENT and UTILITY REQUIREMENTS SCHEDULE NO. OTY. ITEM ELECTRICAL REQUIREMENT NOTES MANUFACTURER PART / CAT # SUPPLIER NO. QTY. ITEM ELECTRICAL REQUIREMENT NOTES MANUFACTURER PART / CAT # SUPPLIER 1 COFFEE BREWER / WARMER 220V / 1 / 3 WIRE PLUS GROUND, 5100 W CURTIS THERMOPRO TWI G3 DIGITAL #TP15T TWIN, 3 GAL G.C. 1 "FRAZIL" GOURMET ICE SYSTEM 120V 60Hz; 11A NEMA 5 -15P BUNN ULTRA -2 G.C. O 24 1 HOT CAPPUCCINO MACHINE 120V / 60Hz; 1800W / 15A NEMA 5 -15P CURTIS G3 PRIMO MODEL #PCGT5F10000 G.C. 1 ICEE 215 — 240V; 1 N 30AMP ICEE MODEL #550 (2 —head) VENDOR © ® 1 FLAVORED CREAMER 110V to 120V / 60Hz; 12AMP COUNTERTOP EIEIO, INC. MAGICOW 6 G.C. 1 12 —HEAD FOUNTAIN w/ ICE MAKER 115V / 60Hz / 1 N 5.2A (SINGLE OUTLET) (REMOTE CONDENSER, SEE #44 BELOW) CORNELIUS ENDURO 300 12 —VALVE #02813 ICE & BEVERAGE VENDOR 6 26 1 UNDERCOUNTER REFRIGERATOR 115V / 60Hz / 1; 5AMPS; NEMA 5 -15P LOW PROFILE REFRIGERATOR; ELECT IN ISLAND BAR TRUE TUC -48 G.C. 1 ICE CUBE MACHINE 115 / 60 / 1 • CIRCUIT AMP 14.2A NEW —AIR COOLED MANITOWOC S- SERIES 450; MODEL iSY- 0445W —A (half— dice /420Ibs) G.C. 0 ® 1 8' OPEN DISPLAY 110V / 60Hz / 1 VERIFY ELECTRICAL REQUREMENTS (REMOTE CONDENSER, SEE #40 BELOW) SOUTHERN FIXTURES 8' MDT- 04MS -2FR —REM G.C. 1 DVD RENTALS 11OV (VERIFY w /VENDOR) DEDICATED ELECTRICAL LINE REDBOX OUTDOOR KIOSK — "LITE" VENDOR 10 30 1 NACHO —CHILI DISPENSER 120V / 1.7A / 215W GEHL's G.C. 34 1 ATM POWER Sc DATA IN SLAB JACKSONS 14 2 OPEN HOT CASE DISPLAY 120V / 12.5 AMP; 1500 W; 6 FT CORD INDIVIDUAL BRANCH CIRCUIT WISCO 282 -24 —R G.C. 36 1 ICE MERCHANDISER HP COMPRESSOR LEER UPRIGHT MODEL 60 VENDOR 16 2 MICROWAVE 120V / 60Hz /1; 1000w NEMA 5 -15R or NEMA 5 -20R PANASONIC NE -1054 G.C. 38 2 WALK —IN COOLER G.C. ® 1 WALK —IN FREEZER G.C. 2 ROLLER GRILL — LARGE 120V / 60Hz; 985W / 8.3A; NEMA 5 -15P; 208 / 240V; 1260 / 1665W, 6.2/7 A APW WYOTT HR(S) -50S; w/ SNEEZE GUARD; DIVIDER KIT; BUN CAB Sc DIAL COVERS G.C. 39 19 1 REMOTE CONDENSER 208 -230 / 3 REMOTE CONDENSING UNIT FOR ITEM #10 HTPG MODEL #RLH251E44—E COMPRESSOR : CS20K6E G.C. 1 ELECTRIC WALL HEATER 208V / 10 KING MODEL #EFW2020 —EFT -2 PART #19410 G C ( 40 ) EH -1 IMPORTANT EQUIPMENT NOTES: WILL BE SUPPLIED AND INSTALLED BY G.C. BY G.C. UNLESS OTHERWISE NOTED. VENDOR ITEMS REQUIRE G.C. COORDINATION, ELECTRICAL AND /OR PLUMBING. A1.5 FOR ADDITIONAL REQUIRED ITEMS NOT SHOWN ON THIS PLAN. 43 1 HOT WATER HEATER BRADFORD WHITE MI65R6DS13 (65 GALLON) G.C. 1. REST ROOM EQUIPMENT, AS LISTED ON A1.6, 2. ALL EQUIPMENT WILL BE SUPPLIED & INSTALLED 3. SEE ALSO, EQUIPMENT ORDER LIST ON SHEET 1 REMOTE CONDENSER (cubed) 208 -230 / 50 -6OhZ / 1; 1241bs REMOTE CONDENSING UNIT FOR ITEM #27 CORNELIUS NORDIC #RC06002 (ICE CUBER) G.C. 44 SEPARATE PERMIT AND APPROVAL REQUIRED crtYRswiran.n AUG 2 9 2011 PERMIT CENTER Y U ., 0 z Z a z 0 U Z 0 U 0 CC 0 Z W D.. co zaa z � cn Q Z Y co p E O v 0 O O O O 0 v cd Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLFIVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: cseroicellabosseiu.com www.abossein.com 00 N 0 ' fn II I) oci 0 m v y 0 • c rn • E 0. +% 8 U .2 8 18215 72ND AVENUE SOUTH Job Number MI E a 0 r) N LAYOUT NAME: 0 PLOTTED: Monday, August 22, 2011 — FILE NAME: A211081\211 4 . - �rs•, „:�-: :. -c r4 ...�+: - -p.,.. ,,,... , .,a'" ',r r., a:,d..:a' ti"p; i.. ,,�v:. =;4.' _ -r:'•: "s•.r °%*7-"'ir .::u�;5' ".•: - ---;.. -x-s 'v Fa. h' #: .Y.. r,.; a. :fit^+ -. aS -;z ,n" "•r2:c �s"tt� °r :.,44 ^:�.'d'r:..:t:.: a°C .'.ti,a ,. ..:+ii Na v MIR 11111 11111 11111111111 1111 11111 .,.y -•f ,'.}'.. ,F1�a15••: ✓. ni�Y9'fi .i ;�,�v�e - Y.L S,ve�/ a.- 1111 11111 1 ■1 1111: !g�: IIIIIIIIIIIIIIII2 :• E W • K-IN C • • LER C -13 11 I R'. t' .._ a .... ... " irk. mmamm 11111 1111 1/111111 1111 1111 111111111 Eli BEER CAVE .I_._11. 1111 111111111FM 1111 11111 11 1 1 1 1 11 11 11 IMMANNI """1110.1111111111 ._.'_,_.,......_._, iii] ..a..Rt..t.11l 11111 11111 nnum��nu�ninn ■,i �_ Now 1 FLOOR RAISED CASHIER 99 WALK -I = COOLS ...Y_� Er .. Y . M..' ' �- t`... ; * an, -` .•::inn e,. -- f,4 ,r, Yr• •`µ'v' v, ii W•LK -IN 1 r•� FR:_ ZER E �a • LIGE'TI OMEN R EST ROOM i LLWAY 'f'Y d:a';'.. «aa.e:...- ^G�:, %i,•'; 1: � .''i..,y.:4k:�::: „ s c'ti�� ;;`.:' %�ti LIGHTING PLAN SCALE: 1/4" = 1' -0" Neutral Wht Hot BIk/Brn I I Cap Any 3 -Wire 24VDC Sensor • • Common +24VDC Red BZ -100 Power Pack T Red J IY • ie Switch Control Output 0 a d Blue +24VDC Red Control Output Common Black FLAG : N TE O S ALL EMERGENCY AND EXIT LIGHTING FIXTURES TO BE CONNECTED TO LOCAL LIGHTING CIRCUIT, AHEAD OF ANY AND ALL SWITCHING. FIELD VERIFY NEW SWITCH LOCATION BANK WITH STORE MANAGER. CIRCUIT FOR FLUORESCENT LIGHTING DISPLAY AT CIGARETTE RACK. JUNCTION BOX PLACED FOR STORE SIGN. COORDINATE EXACT LOCATION WITH SIGN PROVIDER AND OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. JUNCTION BOX PLACED FOR LED RIBBON ON AWNING, TO BE CONNECTED TO LOCAL LIGHTING CIRCUIT. CIRCUIT #1 TIMER POWER NO NC PROVIDE TIMED OVERRIDE SWITCH PER NREC 1513.6.2 TORK SS20 OR EQUAL SET TO 2HR OVERRIDE MAX. 20A1P /Th C -2 0 0 20A1 P /"\ C -4 0 0 20A1P C -6 0 0 20A1P /Th C -8 0 0 20A1P C -10 0 0 20A1P C -12 0 0 20A1P C -14 0 0 20A1P C -18 0 0 20A1 P C -20 0 0 20A1 P C -17 000 20A1P C -16 0 0 20A1P XX -XX 0 0 20A1 P /Th XX -XX 0 0 XX -XX LS -101 White *Momentary Switch 0 0 Yellow 20A1P 0 0 TORK TIMESWITCH #DG100 OR EQUAL /./ 30A ELECTRICALLY HELD LIGHTING CONTACTOR (TYPICAL) EXTERIOR LIGHTS BUILDING FACADE EXTERIOR LIGHTS BUILDING SOFFIT CANOPY LIGHTS CANOPY LIGHTS CANOPY LIGHTS CANOPY LIGHTS CANOPY LIGHTS PARKING LOT LIGHTS PARKING LOT LIGHTS STORE SIGN PRICE SIGN SPARE SPARE SPARE NOTE: CONSULT OWNER'S REPRESENTATIVE IN FIELD FOR TIME /OPERATION SCHEDULING. LIGHTING CONTACTOR DETAIL SCALE: NONE OPERATION * SWITCH LETS YOU TURN LOAD ON FOR 1 HOUR. OCCUPANCY SENSOR SIGNALS BZ -100 POWER PACK BASED ON DETECTION. IF LIGHTING LEVEL IS ABOVE THE LS -101 SET POINT, LS -101 WILL SEND 24 VDC TO FORCE BZ -100 OFF. DURING THE OFF CONDITION, PUSHING THE MOMENTARY SWITCH WILL TURN LIGHTS ON FOR ONE HOUR. IF LIGHTING LEVEL IS BELOW LS -101 SET POINT, LS -101 WILL RELEASE FORCE OFF AND ALLOW OCCUPANCY SENSOR TO CONTROL BZ -100. NOTE SEE THE PRODUCT DATA SHEET TO DETERMINE THE MAXIMUM NUMBER OF SENSORS PER POWER PACK. Need to Invert Sensor Output to hold lights off until Occupancy Detection a 7 E4.0 sE, p� A� FR�Q�iq�C 0# CrtrMx.n AUG .2 3 2011 PERMIT CENTER LS -101 WIRING DIAGRAM WITH OCC. SENSOR SCALE: NONE Y 0 0 d z Z W eL cc 0 1- z CO I- z 0 0 CO J Ne a 7 E 0 0 o L 0 o 0 0 c 0 CO 0 Cd 1 Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: cseroice @abossein.com www.abossein.com 0 N 0 e 0 I =II s 0 v .1 0 Designed — 1 c 2 G 0 18215 72ND AVENUE SOUTH CNI O N rnco N 1= I ) Z �y w Y v N 00 001 N LO N cn -w C.9 C.) z5 Z Q= N a� -0 z z z J � O C/) Job Number LIGHT FIXTURE SCHEDULE SYMBOL MARK TYPE MOUNTING QTY MANUFACTURER AND CATALOG NUMBER CAMPING QTy VOLTS wens TYPE A FLUORESCENT SURFACE 27 4 —TUBE SURFACE STRIP FLUORESCENT T -8 LITHONIA #TC 2 32 MVOLT GEB10IS (TANDEM SURFACE MTD 4 "x8', 4 —LAMP w/ COVERS) 4 120 130 42K SYLVANIA, T8 B FLUORESCENT SURFACE 3 2 TUBE x4 SURFACE MOUNT, LSI, SLIMLINE VANDAL RESISTANT, #VL- 2- 32— SSOR —EM —UE 2 120 65 T8, RAPID START : C FLUORESCENT SURFACE 5 2 TUBE x4 SURFACE MOUNT, LSI, LOW PROFILE WRAPAROUND, #WNA10- 2- 32— SS010 —F —UE 2 120 65 T8, RAPID START D FLUORESCENT SURFACE 4 1 TUBE x4 SURFACE MOUNT, LSI, LOW PROFILE WRAPAROUND, #VL -1 -32— SSOR —UE 1 120 32 T8, RAPID START 3E1 E LED SURFACE 8 VAPOR PROOF LIGHT FOR FREEZER/ COOLER (BY COOLER MFR) KASON #1806LED000; FIXTURE W /LAMP AND OPTIC GLOBE 1 120 11.5 LED n F METAL HALIDE SURFACE 1 ` LSI HILTON WALL SCONCE, LSI HIWSD —WW -175— PSMH —F- 120 —WHT -700 # 1 120 175 ONLY METAL EMERGENCY — D QUARTZ WITH EMERGENCY QUARTZ �pJ G METAL HALIDE SURFACE 1 LSI HILTON WALL SCONCE, LSI #HIWS -3N- 175 — PSMH —F- 120 —WHT- 700 —EQ 1 120 175 WI H A EMERGENCY QUARTZN LIGHTING H METAL HALIDE SURFACE 6 LSI HILTON WALL SCONCE, LSI #HIWS -3N- 175 — PSMH —F- 120 —WHT -700 1 120 175 METAL HALIDE — UP /DOWN LIGHTING o J FLUORESCENT SURFACE 10 1 TUBE x4 SURFACE MOUNT, LSI, FORECASTER, WEATHER RESISTANT, #FC- 1- 32— SS010 -1B —UE 1 120 32 T8, RAPID START o K FLUORESCENT SURFACE _ 1 1 TUBE x4 SURFACE MOUNT, LSI, FORECASTER, WEATHER RESISTANT, #FC- 1- 32— SS010 -1B—UE 1 120 32 T8, RAPID START W/ EM BALLAST EMERGENCY LIGHTING I EX I BATTERY BACK UP CEILING/ WALL 6 COMBO LED EXIT SIGN AND EMERGENCY LIGHT I LSI #EMEXR-1/2—R—W-120/277—EM 2 6V 5.4 - SITE LIGHTING O-C S1 LED POLE 6 I LSI POL C OOSSOVER #XAN3G3T LED -19- 350— CW— YE —BRZ 1 1 208 138 EXTERIOR I MOUNT © 212E LO" Neutral Wht Hot BIk/Brn I I Cap Any 3 -Wire 24VDC Sensor • • Common +24VDC Red BZ -100 Power Pack T Red J IY • ie Switch Control Output 0 a d Blue +24VDC Red Control Output Common Black FLAG : N TE O S ALL EMERGENCY AND EXIT LIGHTING FIXTURES TO BE CONNECTED TO LOCAL LIGHTING CIRCUIT, AHEAD OF ANY AND ALL SWITCHING. FIELD VERIFY NEW SWITCH LOCATION BANK WITH STORE MANAGER. CIRCUIT FOR FLUORESCENT LIGHTING DISPLAY AT CIGARETTE RACK. JUNCTION BOX PLACED FOR STORE SIGN. COORDINATE EXACT LOCATION WITH SIGN PROVIDER AND OWNERS REPRESENTATIVE PRIOR TO INSTALLATION. JUNCTION BOX PLACED FOR LED RIBBON ON AWNING, TO BE CONNECTED TO LOCAL LIGHTING CIRCUIT. CIRCUIT #1 TIMER POWER NO NC PROVIDE TIMED OVERRIDE SWITCH PER NREC 1513.6.2 TORK SS20 OR EQUAL SET TO 2HR OVERRIDE MAX. 20A1P /Th C -2 0 0 20A1 P /"\ C -4 0 0 20A1P C -6 0 0 20A1P /Th C -8 0 0 20A1P C -10 0 0 20A1P C -12 0 0 20A1P C -14 0 0 20A1P C -18 0 0 20A1 P C -20 0 0 20A1 P C -17 000 20A1P C -16 0 0 20A1P XX -XX 0 0 20A1 P /Th XX -XX 0 0 XX -XX LS -101 White *Momentary Switch 0 0 Yellow 20A1P 0 0 TORK TIMESWITCH #DG100 OR EQUAL /./ 30A ELECTRICALLY HELD LIGHTING CONTACTOR (TYPICAL) EXTERIOR LIGHTS BUILDING FACADE EXTERIOR LIGHTS BUILDING SOFFIT CANOPY LIGHTS CANOPY LIGHTS CANOPY LIGHTS CANOPY LIGHTS CANOPY LIGHTS PARKING LOT LIGHTS PARKING LOT LIGHTS STORE SIGN PRICE SIGN SPARE SPARE SPARE NOTE: CONSULT OWNER'S REPRESENTATIVE IN FIELD FOR TIME /OPERATION SCHEDULING. LIGHTING CONTACTOR DETAIL SCALE: NONE OPERATION * SWITCH LETS YOU TURN LOAD ON FOR 1 HOUR. OCCUPANCY SENSOR SIGNALS BZ -100 POWER PACK BASED ON DETECTION. IF LIGHTING LEVEL IS ABOVE THE LS -101 SET POINT, LS -101 WILL SEND 24 VDC TO FORCE BZ -100 OFF. DURING THE OFF CONDITION, PUSHING THE MOMENTARY SWITCH WILL TURN LIGHTS ON FOR ONE HOUR. IF LIGHTING LEVEL IS BELOW LS -101 SET POINT, LS -101 WILL RELEASE FORCE OFF AND ALLOW OCCUPANCY SENSOR TO CONTROL BZ -100. NOTE SEE THE PRODUCT DATA SHEET TO DETERMINE THE MAXIMUM NUMBER OF SENSORS PER POWER PACK. Need to Invert Sensor Output to hold lights off until Occupancy Detection a 7 E4.0 sE, p� A� FR�Q�iq�C 0# CrtrMx.n AUG .2 3 2011 PERMIT CENTER LS -101 WIRING DIAGRAM WITH OCC. SENSOR SCALE: NONE Y 0 0 d z Z W eL cc 0 1- z CO I- z 0 0 CO J Ne a 7 E 0 0 o L 0 o 0 0 c 0 CO 0 Cd 1 Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: cseroice @abossein.com www.abossein.com 0 N 0 e 0 I =II s 0 v .1 0 Designed — 1 c 2 G 0 18215 72ND AVENUE SOUTH CNI O N rnco N 1= I ) Z �y w Y v N 00 001 N LO N cn -w C.9 C.) z5 Z Q= N a� -0 z z z J � O C/) Job Number E 0 0) 0 N N N 0) 0) 0 0 0 w 0 LAYOUT NAME: 0 FILE NAME: J:\211081\211081 t(iJo. EXISTING POWER POLE EXTERIOR 600 AMP 120/208V 3 PHASE 4 WIRE INTERIOR — ELECTRICAL ROOM POWER RISER FLAG NOTES: EXISTING POWER POLE E.C. TO COORDINATE WITH POWER COMPANY FOR ALL CONNECTIONS. (2) SETS OF 4" SCH.40 PVC CONTAINING: (4) 350KCMIL COPPER THWN. 600 AMP OUTDOOR CT ENCLOSURE AND POWER METER. 50KAIC MIN BUS RATING. 600 AMP FEEDER CONSISTING OF; (2) SETS OF (4) 350KCMIL CU. THWW WIRE. 600 AMP, 120/208V, 344W MAIN BREAKER PANELBOARD "MDP ". 200 AMP FEEDER CONSISTING OF; (4) #3/0 AWG CU. THWN AND (1) #6 AWG. CU. EGC. 200 AMP, 120/208V, 31)4W, 42 SPACE PANELBOARD "A ". CONFIGURE BRANCH CIRCUITS PER 200 AMP FEEDER CONSISTING OF; (4) #3/0 AWG CU. THWN AND (1) #6 AWG. CU. EGC. 200 AMP, 120/208V, 31)4W, 42 SPACE PANELBOARD "B ". CONFIGURE BRANCH CIRCUITS PER � . 200 AMP FEEDER CONSISTING OF; (4) #3/0 AWG CU. THWN AND (1) #6 AWG. CU. EGC. 200 AMP, 120/208V, 31)4W, 42 SPACE PANELBOARD "C ". CONFIGURE BRANCH CIRCUITS PER 100 AMP FEEDER CONSISTING OF; (4) #3 AWG CU. THWN AND (1) #8 AWG. CU. EGC. 100 AMP, 120/208V, 3c4W, 30 SPACE PANELBOARD "F ". CONFIGURE BRANCH CIRCUITS PER A k PANEL SCHEDULE. PANEL SCHEDULE. PANEL SCHEDULE. PANEL SCHEDULE. OD L 12 13 NOTE: 1) ALL EQUIPMENT IS NEW TO BE INSTALLED. 2) ALL EQUIPMENT SHALL BE FULLY RATED FOR THE AVAILABLE FAULT CURRENTS PROVIDED BY POWER COMPNAY. POWER DISTRIBUTION RISER DIAGRAM SCALE: NONE X11 -287 SZp P 4047. 4p,0 mirky R6"Quaa V, iii ED u AUG.? 3 7011 PERMIT CENTER c 0 0) 0 0 Q 0 .0 0 0 0 z 2 T a� <w o °C 0 cc w co coz cc O CC CI) w � U 0 a 0 13138 INTERURBAN AVE SOUTH co c0 0 z 0 cc w www.jacksonsfoodstores.com 0 Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BEILL,EVUE, WA 98004 PH: (425 ) 462 -9441 FAX: (425 ) 462 -9451 E -Mail: cserviceHabossein.com www.abossein.com 0 0 v) 0 0 N 0 2 0 0 0 .I 0 le ,u 11111 1 Y 0 0 L a) 0 0 0 Q 0 18215 72ND AVENUE SOUTH N N) O 00 0) Z w N N N N N N 251 -8782 FAX O w ti LAYOUT NAME: 0 PLOTTED: Monday, August 22, 2011 FILE NAME: J: \211081 \211081 E6.dwg bt129s/ ARC "AND WiPrEb arYRFRINAu► AUG 232011 PERMIT CENTER 1 0. U O 0 z • 0 6 g3co W : Z W Q 0 = _ F- Q Q mm� _I Q W ( 1.` zV � Q a am) 03 p O • Zit L. < o to' -w -0 W O c 0 O 2 _ ✓ w� W Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: cseroiceHabosseinrcom www.abossein.com O 0 .. .. .I ° 'I u) o �t ▪ N _� Z . > \ w Y t U Approved — 0 ri 0 0 18215 72ND AVENUE SOUTH W C90 z z et zW ONa z- g aW N 011 CO CO Q : � t� r) W I. LLI W i 1 N� z w YWd- . ,• 0 E Job Number 8 0 0 W 0 CD PANEL MDP LOCATION: BACK ROOM FEED FROM: UTILITY FEEDER: 600 AMP 3P4W + GND LOAD DISTRIBUTION PH REC LTG EQP HTG KIT CKT DESCRIPTION PH AMP POLE LOAD kVA AMP: 600 VOLTS: 208/120 PHASE: 3 WIRE: 4 BUS TYPE: CU A.I.C.: M.L.O.: MAIN CB: 600 FLUSH: SURFACE: X GND. BAR: X ISO GND: 200 %NEU: FEED THRU: DBL LUG: TOP FEED: BTM FEED: A B C A B C A B C A B C A B C A B C A B c 2.52 A B C A B C A B C A B C A B C A B C A B C 7.88 1.92 10.42 2.55 PANEL A A B C A B C A B C A B C A B C A B C A B C 200 3 20.82 2.98 2.55 7.08 ___ ___ 8.01 - - - 18.07 1.44 - 9.06 LTG: CENTER SALES AREA 8.44 - - - 18.94 __ 30 8.52 0.20 16.74 PANEL B 200 3 25.46 9.52 0.83 16.74 - - - 26.26 __ 6.46 8.52 17.10 - - - 25.62 ___ 0.92 LTG: WALK -IN COOLER/FREEZER PANEL C 200 3 6.46 0.84 6.31 20 1 0.84 - - - 6.31 - 5.64 20 1 1.50 - - - 5.64 __ 20 7.68 __ 1.32 PANEL F 100 3 7.68 __ 1.80 7.68 5 20 - - - 7.68 6 20 1 1.44 1.00 - - - 1 _____ _____ _____ 0.60 UNDER - COUNTER FRIDGE 7 20 1 0.60 1.47 HOT CASE 16 20 1 1.47 1.47 HOT CASE 6 20 1 1.47 1.00 MICROWAVE 17 20 1 _____ _____ _____ 1.00 MICROWAVE 17 20 1 1.00 ♦vvvvvvvvvwvvvvvvvvvvvvvvvvvv. _____ 20 •v vvvvv♦ vvvvvvvvvvvvvvvvvvvvvvvnvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvv vvvv SPARE vvvvvKg 20 1 vvvvr► A B C A B C A B C A B C A B C A B C A B C vvvv v 1.40 ___ __ 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 EXTERIOR LTS: BUILDING FACADE A B C A B C A B C A B C A B C A B C A B C 20 1 1.40 LOAD vvvvvvvvvvvvvvv ♦.• A6:4♦♦♦► 1.80 1 .0.4•N♦11♦1 Ve"'vvv"'"'Pevvvvvvv� ♦♦ ♦♦1♦♦♦♦♦ ♦♦ ♦♦ vvvvvvv ♦♦•♦1♦ ♦ ♦ ♦ ♦ ♦•1 v.' vvvvvvvv vvvvvvvvvvvvvvvvvvvvvNel 011♦♦♦♦♦♦•♦••♦ /♦1 ♦ ♦•W44.••♦♦.444• ♦••••1♦ .:♦vvvvvv♦• ♦1 ♦1 ♦ ♦ ♦1.1♦ 0♦1♦♦♦ t•♦••• vvvv•►v ♦111 vvvvvvvvvvvvvvvvvvvvvvvvvvvvvv. ♦• ♦ ♦ ♦ ♦ ♦• ♦ ♦.� N1 •♦ ♦♦•♦ ♦♦.♦ ♦ ♦/ ♦ ♦ ♦♦ ♦ ♦♦ ♦♦1 ♦ ♦ ♦♦♦•♦•♦• ♦♦ ♦♦ ♦♦. A B C A B C A B C A B C A B C A B C A B C _____ 1.50 REC LTG EQP HTG KIT 18.4 1 1.50 ___ ___ ___ B C A B C A B C A B C A B C A B c A B C REC LTG EQP HTG KIT EAST CANOPY LIGHTS 20 LOAD (kVA) 1.50 _S 0.36 1.50 WEST CANOPY LIGHTS 20 _____ _____ __�__ 1.50 r ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦� r ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 1.20 EAST RED BAND 20 1 1.20 _ REC 6.9 LTG 18.4 EQP 65.9 HTG 0.2 KIT 77.4 WEST RED BAND 20 1 1.20 0.90 0.80 1.90 PRICE SIGN 20 1 1.90 TOTAL 18.4 3.84 0.21 PARKING LOT LIGHTS 20 2 0.21 LOAD (kVA) 1.00 0.21 _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ �____- RED BOX DVD RENTAL - - - _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _S___ ___ WALK -IN COOLER 38 40 RESTROOM RECEPTICAL 3.84 TOTAL 168.9 1 0.36 LOAD (kVA) 0.36 RECPT: ISOLATED GROUND LOAD (kVA) 18.4 1 0.36 0.90 ____ RECPT: LEARNING CENTER 3.84 20 1 0.90 1.08 RECPT: LEARNING CENTER REC 6.9 LTG 18.4 EQP 65.9 HTG 0.2 KIT 77.4 20 1 1.08 REC 6.9 LTG EQP 24.0 HTG KIT 26.9 __ 1.00 __ 3.84 LEARNING CENTER TV TOTAL 18.4 1 1.00 0.72 ____ 2.08 2.08 __ __ - RECPT: BACK ROOM 3.84 20 1 0.72 __ TOTAL 168.9 30 2 2.08 20 - _____ _S___ - p♦.♦♦♦.♦♦♦♦♦♦♦♦♦♦♦.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦•♦ •. ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦40 Manufacturer Circuit Breaker Remarks: /Type: Type: RECEPTACLES (1ST 10KVA): RECEPTACLES OVER 10KVA: LIGHTING: EQUIPMENT: HEATING: KITCHEN: 25% OF LARGEST MOTOR: CONNECTED: CONNECTED: 18.42 kVA kVA kVA kVA kVA kVA kVA kVA AmPs 100% 50% 125% 23.02 100% 100% 65% 25% kVA kVA kVA kVA kVA kVA kVA kVA Amperes A 6.5 30 2 2.08 B 6.3 - 7.7 ■:��:•:•:*��:•:��:•1�♦ A 2.5 •••• ♦♦ 11111♦♦♦♦♦♦... �1•1•�*♦ �1��•1•1•♦*1� 6.5 24.1 ♦�1�1� ♦�1�1�1�1�1�1� • 0.2 26.6 0.2 50.6 Manufacturer Circuit Breaker Remarks: /Type: Type: RECEPTACLES (1ST 10KVA): RECEPTACLES OVER 10KVA: LIGHTING: EQUIPMENT: HEATING: KITCHEN: 25% OF LARGEST MOTOR: CONNECTED: CONNECTED: 6.94 18.42 65.94 0.20 77.44 kVA kVA kVA kVA kVA kVA kVA kVA Amps 100% 6.94 kVA 50% kVA 125% 23.02 kVA 100% 65.94 kVA 100% 0.20 kVA 65% 50.33 kVA 25% kVA 27.2 B 3.0 6.3 24.3 DEMAND: 23.02 DEMAND: 64.0 24.7 C 1.4 5.6 17.6 - 25.5 "Nc9:9;•; $ 1 1 T •i •i4;•;•;c ♦ ♦ 'i♦0 ip0:9;•; i1i♦i1s1i1i •i• 000:;:* 65.9 qi •i •iO•i4K9KV; *****$ 0.2 * 77.4 6.9 18.4 6.94 24.02 26.86 TOTAL CONNECTED LOAD PER PHASE: 168.94 469.3 DEMAND: 146.44 kVA DEMAND: 406.8 Amperes PHASE A : 60.4 kVA PHASE B: 58.3 kVA PHASE C: 50.2 kVA bt129s/ ARC "AND WiPrEb arYRFRINAu► AUG 232011 PERMIT CENTER 1 0. U O 0 z • 0 6 g3co W : Z W Q 0 = _ F- Q Q mm� _I Q W ( 1.` zV � Q a am) 03 p O • Zit L. < o to' -w -0 W O c 0 O 2 _ ✓ w� W Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: cseroiceHabosseinrcom www.abossein.com O 0 .. .. .I ° 'I u) o �t ▪ N _� Z . > \ w Y t U Approved — 0 ri 0 0 18215 72ND AVENUE SOUTH W C90 z z et zW ONa z- g aW N 011 CO CO Q : � t� r) W I. LLI W i 1 N� z w YWd- . ,• 0 E Job Number 8 0 0 W 0 CD PANEL C LOCATION: BACK ROOM FEED FROM: MDP FEEDER: 200 AMP 3P4W + GND LOAD DISTRIBUTION LOAD DISTRIBUTION PH REC LTG EQP HTG KIT CKT DESCRIPTION PH AMP POLE LOAD kVA AMP: 200 VOLTS: 208/120 PHASE: 3 WIRE: 4 BUS TYPE: CU A.I.C.: M.L.O.: X MAIN CB: FLUSH: SURFACE: GND. BAR: X ISO GND: X 200% NEU: FEED THRU: DBL LUG: TOP FEED: X BTM FEED: A B C A B C A B C A B C A B C A B C A B A B C A B C A B C A B C A B C A B C A B C 0.33 1.92 4.95 2.55 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 LTG: BACKROOM/OFFICE A B C A B C A B C A B C A B C A B C A B C 20 1 0.33 2.55 0.65 ___ ___ __ __ __ LTG: NORTH SALES AREA 20 1 0.65 - 1.04 LTG: CENTER SALES AREA 20 1 1.04 2.50 0.91 ___ 30 2 LTG: DAY ZONE 20 1 0.91 - 1.00 2.50 0.83 ROLLER GRILL - LARGE LTG: CIGARETTE DISPLAY 20 1 1.00 ____ ____ 0.20 ___ 0.83 LTG: RESTROOMS/HALLWAY 20 1 0.20 0.83 0.92 LTG: WALK -IN COOLER/FREEZER 20 1 0.92 0.83 0.84 LTG: LEARNING CENTER 20 1 0.84 0.83 1.50 ___ - - STORE SIGN 20 1 1.50 _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ 1.70 0.62 12 -HEAD FOUNTAIN W/ ICE MAKER 26 20 1 0.62 1.32 FRAZIL ICE SYSTEM 24 20 1 1.32 1.80 HOT CAPPUCINO MACHINE 5 20 1 1.80 1.44 CREAMER DISPENSER 6 20 1 1.44 1.00 NACHO -CHILI DISPENSER 14 20 1 1.00 0.60 UNDER - COUNTER FRIDGE 7 20 1 0.60 1.47 HOT CASE 16 20 1 1.47 1.47 HOT CASE 6 20 1 1.47 1.00 MICROWAVE 17 20 1 1.00 1.00 MICROWAVE 17 20 1 1.00 ♦vvvvvvvvvwvvvvvvvvvvvvvvvvvv. _____ 20 •v vvvvv♦ vvvvvvvvvvvvvvvvvvvvvvvnvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvv vvvv SPARE vvvvvKg 20 1 vvvvr► A B C A B C A B C A B C A B C A B C A B C vvvv v 1.40 ___ __ 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 EXTERIOR LTS: BUILDING FACADE A B C A B C A B C A B C A B C A B C A B C 20 1 1.40 LOAD (kVA) 1.80 0.42 ___ ___ __ EXTERIOR LTS: ENTRY SOFFIT 20 1 0.42 20 1.50 CENTER CANOPY LIGHTS 20 1 1.50 REC LTG EQP HTG KIT 18.4 1 1.50 ___ ___ ___ LOTTO DISPLAY/PIN PAD /SCANNER/EPOS REC LTG EQP HTG KIT EAST CANOPY LIGHTS 20 1 1.50 _S 0.36 1.50 WEST CANOPY LIGHTS 20 1 1.50 r ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦� r ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 1.20 EAST RED BAND 20 1 1.20 _ 1.20 WEST RED BAND 20 1 1.20 0.90 0.80 1.90 PRICE SIGN 20 1 1.90 TOTAL 18.4 3.84 0.21 PARKING LOT LIGHTS 20 2 0.21 LOAD (kVA) 1.00 0.21 _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ �____- RED BOX DVD RENTAL - - - 0.21 _____ _____ _____ _____ _____ _S___ ___ WALK -IN COOLER 38 40 RESTROOM RECEPTICAL 3.84 20 1 0.36 LOAD (kVA) 0.36 RECPT: ISOLATED GROUND REC LTG EQP HTG KIT 18.4 1 0.36 0.90 ____ RECPT: LEARNING CENTER 3.84 20 1 0.90 1.08 RECPT: LEARNING CENTER 20 1 1.08 REC 6.9 LTG EQP 24.0 HTG KIT 26.9 __ 1.00 __ 3.84 LEARNING CENTER TV TOTAL 18.4 1 1.00 0.72 ____ 2.08 2.08 __ __ - RECPT: BACK ROOM 3.84 20 1 0.72 __ INSTA HOT 30 2 2.08 20 - 1.44 - p♦.♦♦♦.♦♦♦♦♦♦♦♦♦♦♦.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦•♦ •. ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦40 Manufacturer Circuit Breaker Remarks: /Type: Type: RECEPTACLES (1ST 10KVA): RECEPTACLES OVER 10KVA: LIGHTING: EQUIPMENT: HEATING: KITCHEN: 25% OF LARGEST MOTOR: CONNECTED: CONNECTED: 18.42 kVA kVA kVA kVA kVA kVA kVA kVA AmPs 100% 50% 125% 23.02 100% 100% 65% 25% kVA kVA kVA kVA kVA kVA kVA kVA Amperes A 6.5 30 2 2.08 B 6.3 - 7.7 - C 5.6 REC LTG EQP HTG KIT 26.6 0.2 50.6 HOT WATER TANK (65 GAL) g: : : : : :! :!:!:!:!:! T : : : : :: �� ;:; : ; :4:: *1! :at :!:! 18.4 ; : ; : ; : ; : ; :; : *_:Ot tVt::*: ; : ; : ; : ; : ;: ; : ; : ; : ; : ;g l;:;:;:;1;� :.g;::::•2 ♦:;e�%%: 3.00 3.00 TOTAL CONNECTED LOAD PER PHASE: 18.42 51.2 DEMAND: 23.02 DEMAND: 64.0 PHASE A : 6.5 kVA PHASE B: 6.3 kVA PHASE C: 5.6 kVA bt129s/ ARC "AND WiPrEb arYRFRINAu► AUG 232011 PERMIT CENTER 1 0. U O 0 z • 0 6 g3co W : Z W Q 0 = _ F- Q Q mm� _I Q W ( 1.` zV � Q a am) 03 p O • Zit L. < o to' -w -0 W O c 0 O 2 _ ✓ w� W Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: cseroiceHabosseinrcom www.abossein.com O 0 .. .. .I ° 'I u) o �t ▪ N _� Z . > \ w Y t U Approved — 0 ri 0 0 18215 72ND AVENUE SOUTH W C90 z z et zW ONa z- g aW N 011 CO CO Q : � t� r) W I. LLI W i 1 N� z w YWd- . ,• 0 E Job Number 8 0 0 W 0 CD PANEL A LOCATION: BACK ROOM FEED FROM: MDP FEEDER: 200 AMP 3P4W + GND LOAD DISTRIBUTION PH REC LTG EQP HTG KIT CKT DESCRIPTION Tag # PH AMP POLE LOAD kVA AMP: 200 VOLTS: 208/120 PHASE: 3 WIRE: 4 BUS TYPE: CU A.I.C.: M.L.O.: X MAIN CB: FLUSH: SURFACE: GND. BAR: X ISO GND: 200% NEU: FEED THRU: DBL LUG: TOP FEED: BTM FEED: A B C A B C A B C A B C A B C A B C A B C A B C A B C A B C A B C A B C A B C A B C 1.92 4.95 2.55 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 COFFEE BREWER 1 A B C A B C A B C A B C A B C A B C A B C 40 2 2.55 ____ 1.92 __ __ __ 2.55 - - - - 2.55 ____ ____ 4.95 SPACE 2.50 ICEE MACHINE 25 30 2 2.50 2.50 - - - - 2.50 0.83 ROLLER GRILL - LARGE 19 20 2 0.83 ____ ____ 2.57 __ 0.83 - - - - 0.83 0.83 ROLLER GRILL - LARGE 19 20 2 0.83 0.83 - - - - 0.83 ____ ____ ____ ____ ____ ____ ____ ____ ____ ____ ____ _____ _____ _____ _____ - - 1.70 ICE CUBE MACHINE 27 20 1 1.70 0.62 12 -HEAD FOUNTAIN W/ ICE MAKER 26 20 1 0.62 1.32 FRAZIL ICE SYSTEM 24 20 1 1.32 1.80 HOT CAPPUCINO MACHINE 5 20 1 1.80 1.44 CREAMER DISPENSER 6 20 1 1.44 1.00 NACHO -CHILI DISPENSER 14 20 1 1.00 0.60 UNDER - COUNTER FRIDGE 7 20 1 0.60 1.47 HOT CASE 16 20 1 1.47 1.47 HOT CASE 6 20 1 1.47 1.00 MICROWAVE 17 20 1 1.00 1.00 MICROWAVE 17 20 1 1.00 SPARE _____ 20 1 vvvvvvvv vvvv vvvv SPARE vvvvvKg 20 1 vvv• vvvvvB• vvvv v Egg vvvvvvvvvvvvvvvvvavvvvvvvvvvvvvvv __ vvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vv vvvvvvvvvvvvvvvvvvvvvvvvvvvv DISPENSER #3 A B C A B C A B C A B C A B C A B C A B vvvvvvvvvvvvvvvv A B C A B C A B C A B C A B C A B C A B C 1.80 ____ ____ 1.00 __ 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 OFFICE/PC/FAX/PRINTER A B C A B C A B C A B C A B C A B C A B C 20 1 1.80 LOAD (kVA) 1.00 RECPT: EXTERIOR/ICE MERCHANDISER 36 20 1 1.00 LOTTO DISPLAY/PIN PAD /SCANNER/EPOS REC LTG EQP HTG KIT 20 1 1.00 REC 6.9 LTG EQP 24.0 HTG KIT 26.9 _S 0.36 1.92 1.00 1.00 __ __ 1.92 SAFE/LOTTO /TICKETS/EPOS /SCANNER r ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦� r ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 20 1 1.00 1.92 LOTTO: TICKET/PROMO /CAT/PIN PAD /GEN. _ 20 1 1.36 __ 0.36 40 0.90 0.80 __ __ LOAD RECPT: CEILING 20 1 0.90 3.84 ATM/ FLOOR RECEPT. 20 1 1.16 __ 1.00 __ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ �____- RED BOX DVD RENTAL 20 1 1.00 TOTAL 57.8 0.36 ____ ____ WALK -IN COOLER 38 40 RESTROOM RECEPTICAL 3.84 20 1 0.36 LOAD (kVA) 0.36 RECPT: ISOLATED GROUND 3.84 20 1 0.36 0.90 ____ RECPT: LEARNING CENTER 3.84 20 1 0.90 1.08 RECPT: LEARNING CENTER 20 1 1.08 REC 6.9 LTG EQP 24.0 HTG KIT 26.9 __ 1.00 __ 3.84 LEARNING CENTER TV 77.3 20 1 1.00 0.72 ____ 2.08 2.08 __ __ - RECPT: BACK ROOM 3.84 20 1 0.72 __ INSTA HOT 30 2 2.08 20 - 1.44 - - 2.08 __ __ __ 1.44 2.08 2.08 3.00 __ ❖.. ♦...•�♦..." •••♦ ♦. • ••••' :♦:❖: 1:1:• :♦:♦:♦:•:♦: ♦:•:♦::• :•:•:+1: ♦: ❖: INSTA HOT Type: RECEPTACLES (1ST 10KVA): RECEPTACLES OVER IOKVA: LIGHTING: EQUIPMENT: HEATING: KITCHEN: 25% OF LARGEST MOTOR: CONNECTED: CONNECTED: 30 2 2.08 TOTAL 57.8 __ - 7.7 - - 2.08 REC LTG EQP HTG KIT 26.6 0.2 50.6 HOT WATER TANK (65 GAL) 43 30 3 3.00 __ :.g;::::•2 ♦:;e�%%: 3.00 3.00 __ :; : ;:; :/:1':/: 'i♦:•i/:W.0:* - - 1.00 __ 3.00 RECEPT: DATA/PHONE BOARD EQUIPMENT - - TOTAL CONNECTED LOAD PER PHASE: 15.36 42.7 3.00 ♦. ♦♦• ♦ ♦ ♦• ♦ ♦ ♦.•♦ ♦♦•♦ ♦♦ ♦ ♦ �toA0��A=♦ ♦��OWA0 ♦.♦.♦ ♦ ♦ ♦ ♦ ♦� ♦� ♦� ♦� ♦�1O.♦� ♦�♦�♦�♦�♦�♦� ♦ ♦♦1 ♦. ♦� Manufacturer/Type: Circuit Breaker Remarks: Type: RECISIMPIDAVEL£S' ((I 1VIMCVA): RECEPT: FUEL DISPENSER EQUIPMENT 6.94 24.02 26.86 kVA kVA kVA kVA kVA V kVA kVA kVA Amps 100% 6.94 kVA 50% kVA 125% kVA 100% 24.02 kVA 100% kVA 65% 17.46 kVA 25% kVA A 2.5 7.9 10.4 S?IENT: FING: B 3.0 7.1 8.0 REC )VE1D1R41RVIAKVA: LIGH:MIHTTING: EQU HEA KITCHEIHICHEN: C 1.4 9.1 8.4 % ;:; :;21;:isi� K:itti$; ••:+ :• : * * * * *.. 4 :44• +• +: i i +:.+ $itiO:i$ *:44.•. g:i= ':+:44 T 6.9 24.0 26.9 TOTAL CONNECTED LOAD PER PHASE: 25% (20LARQi SC¢ 11111fiEtTOR: CONTED: CONEDNNB1TED: 57.82 160.6 DEMAND: 48.42 kVA DEMAND: 134.5 Amperes PHASE A : 20.8 kVA PHASE B: 18.1 kVA PHASE C: 18.9 kVA bt129s/ ARC "AND WiPrEb arYRFRINAu► AUG 232011 PERMIT CENTER 1 0. U O 0 z • 0 6 g3co W : Z W Q 0 = _ F- Q Q mm� _I Q W ( 1.` zV � Q a am) 03 p O • Zit L. < o to' -w -0 W O c 0 O 2 _ ✓ w� W Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: cseroiceHabosseinrcom www.abossein.com O 0 .. .. .I ° 'I u) o �t ▪ N _� Z . > \ w Y t U Approved — 0 ri 0 0 18215 72ND AVENUE SOUTH W C90 z z et zW ONa z- g aW N 011 CO CO Q : � t� r) W I. LLI W i 1 N� z w YWd- . ,• 0 E Job Number 8 0 0 W 0 CD PANEL F LOCATION: BACK ROOM FEED FROM: MDP FEEDER: 100 AMP 3P4W + GND LOAD DISTRIBUTION PH REC LTG EQP HTG KIT CKT DESCRIPTION PH AMP POLE LOAD kVA AMP: 100 VOLTS: 208/120 PHASE: 3 WIRE: 4 BUS TYPE: CU A.I.C.: M.L.O.: X MAIN CB: FLUSH: SURFACE: GND. BAR: X ISO GND: X 200% NEU: FEED THRU: DBL LUG: TOP FEED: BTM FEED: A B C A B C A B C A B C A B C A B C A B A B C A B C A B C A B C A B C A B C A B C 1.92 4.95 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 DISPENSER #1 A B C A B C A B C A B C A B C A B C A B C 20SWN 2 1.92 __ __ 1.92 __ __ __ SWITCHED NEUTRAL - - 1.92 _____ __ 4.95 1.92 4.95 SPACE - - - 4.95 DISPENSER #2 20SWN 2 1.92 __ HVAC UNIT (TRAINING) 1.92 __ 3 SWITCHED NEUTRAL - - 1.92 _____ _____ _____ - 2.57 __ SPACE - - - - 2.57 ____ WALK -IN FREEZER 39 30 3 2.88 ____ 2.88 _____ _____ _____ - - - 2.88 ____ ____ 2.88 - - - - 2.88 0.90 OPEN DISPLAY CONDENSER 40 20 3 0.90 0.90 - - _____ _____ _____ _____ - 0.90 ____ 0.90 - - - - 0.90 __ 1.00 __ WALL HEATER 20 2 1.00 __ 1.00 __ - _____ _____ - - 1.00 _____ _____ _____ vvvv gig* vvvvvvvv vvvv vvvv vvv- vvvvvKg vvvv. rvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv rvvvvvvvvvvrvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv• A B C A B C A B C A B C A B C A B C A B __ 1.92 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 DISPENSER #3 A B C A B C A B C A B C A B C A B C A B 20SWN 2 1.92 LOAD (kVA) __ 1.92 __ SWITCHED NEUTRAL - - 1.92 _____ 1.92 __ SPACE REC LTG EQP HTG KIT 15.4 vvvvvovvvvvvvvvvvv•vvvvvvvvvvvvnvvvvvv 1♦ 1♦ 1♦•♦♦♦ DISPENSER #4 20SWN 2 1.92 __ •vvvvvv 11♦♦♦ 1.♦ ♦ ♦ ♦1 ♦♦ 1.92 __ r ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦� r ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ SWITCHED NEUTRAL - - 1.92 SPACE 3.84 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 WALK -IN COOLER 38 40 3 3.84 LOAD (kVA) 3.84 - - - 3.84 ____ ____ ____ ____ TOTAL 15.4 _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ _____ �____- - - - 3.84 REC LTG EQP HTG KIT LOAD (kVA) WALK -IN COOLER 38 40 3 3.84 3.84 - - - 3.84 3.84 - - REC LTG EQP HTG KIT 15.4 3.84 BEER CAVE CONDENSER 40 3 3.84 3.84 - - - 3.84 TOTAL 77.3 TOTAL 15.4 - - - 3.84 LOAD (kVA) S___ 1.44 ICE CUBE CONDENSER 44 20 2 1.44 1.44 r .. g•: +::•:♦ ♦.. ..... :•:* ❖.. ♦...•�♦..." •••♦ ♦. • ••••' :♦:❖: 1:1:• :♦:♦:♦:•:♦: ♦:•:♦::• :•:•:+1: ♦: ❖: Manufacturer/1)W: Circuit Breaker Remarks: Type: RECEPTACLES (1ST 10KVA): RECEPTACLES OVER IOKVA: LIGHTING: EQUIPMENT: HEATING: KITCHEN: 25% OF LARGEST MOTOR: CONNECTED: CONNECTED: 15.36 1.60 kVA kVA kVA kVA kVA kVA kVA kVA Amps 100% 50% 125% 100% 15.36 100% 65% 25% 1.60 kVA kVA kVA kVA kVA kVA kVA kVA Amperes A 8' OPEN DISPLAY 7.7 20 1 B REC LTG EQP HTG KIT 26.6 0.2 50.6 7.7 C HEAT TAPE :.g;::::•2 ♦:;e�%%: i i;:*:•: ;2 ;2 ;:;:;% %:� :; : ;:; :/:1':/: 'i♦:•i/:W.0:* :3:::/: i:•:;i♦i T 1.00 __ 15.4 RECEPT: DATA/PHONE BOARD EQUIPMENT TOTAL CONNECTED LOAD PER PHASE: 15.36 42.7 DEMAND: 16.96 DEMAND: 47.1 PHASE A : 7.7 kVA PHASE B: 7.7 kVA PHASE C: kVA bt129s/ ARC "AND WiPrEb arYRFRINAu► AUG 232011 PERMIT CENTER 1 0. U O 0 z • 0 6 g3co W : Z W Q 0 = _ F- Q Q mm� _I Q W ( 1.` zV � Q a am) 03 p O • Zit L. < o to' -w -0 W O c 0 O 2 _ ✓ w� W Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: cseroiceHabosseinrcom www.abossein.com O 0 .. .. .I ° 'I u) o �t ▪ N _� Z . > \ w Y t U Approved — 0 ri 0 0 18215 72ND AVENUE SOUTH W C90 z z et zW ONa z- g aW N 011 CO CO Q : � t� r) W I. LLI W i 1 N� z w YWd- . ,• 0 E Job Number 8 0 0 W 0 CD PANEL B LOCATION: BACK ROOM FEED FROM: MDP LOAD DISTRIBUTION PH REC LTG EQP HTG KIT CKT DESCRIPTION Tag # AMP POLE LOAD kVA AMP: VOLTS: PHASE: WIRE: BUS TYPE: A.I.C.: M.L.O.: MAIN CB: FLUSH: SURFACE: GND. BAR: ISO GND: 200% NEU: FEED THRU: DBL LUG: TOP FEED: BTM FEED: 200 208/120 3 4 CU X X X A B C A B C A B C A B C A B C A B C A B C 4.95 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 HVAC UNIT (STORE) AC -2 50 3 4.95 __ 4.95 __ __ - - - - 4.95 __ 4.95 - - - - 4.95 __ __ 2.57 __ __ __ 2.88 HVAC UNIT (TRAINING) AC -1 30 3 2.57 2.57 - - - - 2.57 __ 2.57 - - - - 2.57 ____ WALK -IN FREEZER 39 30 3 2.88 ____ 2.88 - - - - 2.88 ____ ____ 2.88 - - - - 2.88 0.90 OPEN DISPLAY CONDENSER 40 20 3 0.90 0.90 - - - - 0.90 ____ 0.90 - - - - 0.90 __ 1.00 __ WALL HEATER 20 2 1.00 __ 1.00 __ - - - 1.00 _____ _____ _____ _____ _____ _____ vvvv r ♦♦♦•►♦♦♦♦♦.♦♦♦♦•♦♦♦ ♦♦• 1♦ ► vvvvvvv 1♦♦•♦♦/ vvvvvovvvvvvvvvvvv•vvvvvvvvvvvvnvvvvvv 1♦ 1♦ 1♦•♦♦♦ 1♦♦♦•/♦1/•♦ 1♦♦♦ t♦ 1♦♦ �►♦♦♦♦♦. 1♦♦/♦♦♦♦♦♦♦♦♦♦ �♦♦♦♦♦♦ �/♦/ vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv 11♦♦♦♦♦ 1♦♦♦•♦♦/♦♦•♦♦♦♦♦ 1♦♦ 1•♦♦• 1♦♦♦♦ 1♦♦♦♦ 111♦♦♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦.r •vvvvvv 11♦♦♦ 1.♦ ♦ ♦ ♦1 ♦♦ 11♦•♦ 111.11 v vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv. 1♦ ♦ ♦ ♦1 •♦♦ 1♦♦ r ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦� r ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ► ♦ ♦ ♦ ♦ ♦ ♦/ ♦ ♦ ♦ ♦ ♦1 ♦♦ ♦111 ♦♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦/ ♦ ♦ ♦ ♦ ♦1 ♦ ♦ ♦ ♦ ♦♦ A B C A B C A B C A B C A B C A B C A B C 3.84 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 WALK -IN COOLER 38 40 3 3.84 LOAD (kVA) 3.84 - - - 3.84 ____ ____ ____ ____ 3.84 - - - 3.84 REC LTG EQP HTG KIT 26.6 0.2 50.6 3.84 WALK -IN COOLER 38 40 3 3.84 3.84 - - - 3.84 3.84 - - - 3.84 3.84 BEER CAVE CONDENSER 40 3 3.84 3.84 - - - 3.84 TOTAL 77.3 3.84 - - - 3.84 LOAD (kVA) S___ 1.44 ICE CUBE CONDENSER 44 20 2 1.44 1.44 - - - 1.44 1.80 8' OPEN DISPLAY 10 20 1 1.80 REC LTG EQP HTG KIT 26.6 0.2 50.6 ___ 0.20 HEAT TAPE 0.20 __ 1.00 __ RECEPT: DATA/PHONE BOARD EQUIPMENT 1.00 __ 1.00 __ RECEPT: FUEL DISPENSER EQUIPMENT 1.00 _____ TOTAL 77.3 _____ _____ _____ r ■♦ • ♦ • ♦• ••♦'♦•♦•••♦ ♦ ♦ •• ••♦♦♦1 ♦'•♦1♦•♦•♦ ♦ ♦•' •♦•♦•o♦ ♦ ♦• v v♦'♦'♦♦ Manufacturer/T Circuit Breaker Remarks: Y P e: Type: RECEPTACLES (1ST 10KVA): RECEPTACLES OVER 10KVA: LIGHTING: EQUIPMENT: HEATING: KITCHEN: 25% OF LARGEST MOTOR: CONNECTED: CONNECTED: 26.56 0.20 50.58 6.60 kVA kVA kVA kVA kVA kVA kVA kVA BPS 100% 50% 125% 100% 26.56 100% 0.20 65% 32.88 25% 6.60 kVA kVA kVA kVA kVA kVA kVA kVA Amperes A 8.5 0.2 16.7 B 9.5 16.7 C 8.5 17.1 iOD0000.•♦ :it ■:•OD00••0 .4t. i:•••00.':•••♦•♦• ♦•♦•O.O•••DOO ♦gig: ♦• ♦•••.►1••♦ ✓♦O•♦•♦ ... ❖ig 0♦•♦•00.•� T 26.6 0.2 50.6 TOTAL CONNECTED LOAD PER PHASE: 77.34 214.8 DEMAND: 66.24 DEMAND: 184.0 PHASE A : 25.5 kVA PHASE B: 26.3 kVA PHASE C: 25.6 kVA bt129s/ ARC "AND WiPrEb arYRFRINAu► AUG 232011 PERMIT CENTER 1 0. U O 0 z • 0 6 g3co W : Z W Q 0 = _ F- Q Q mm� _I Q W ( 1.` zV � Q a am) 03 p O • Zit L. < o to' -w -0 W O c 0 O 2 _ ✓ w� W Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: cseroiceHabosseinrcom www.abossein.com O 0 .. .. .I ° 'I u) o �t ▪ N _� Z . > \ w Y t U Approved — 0 ri 0 0 18215 72ND AVENUE SOUTH W C90 z z et zW ONa z- g aW N 011 CO CO Q : � t� r) W I. LLI W i 1 N� z w YWd- . ,• 0 E Job Number 8 0 0 W 0 CD LAYOUT NAME: 0 PLOTTED: Monday, August 22, 2011 — 11:46am FILE NAME: J:\211081\211081 E7.dwg SECTION 16000 - ELECTRICAL SPECIFICATIONS GENERAL 1. GENERAL CONDITIONS: A. The General Conditions, Supplementary Conditions and Special Conditions are a part of this contract and apply to this section as fully as if repeated herein. 2. SCOPE: A. This section of specifications includes, but is not limited to: B. All labor, tools, appliances, materials and equipment required to furnish and install the complete installation shown on the drawings for this section of the work and /or in the following specifications, including that which is reasonably inferred. 3. CODES AND REGULATIONS: A. All work and materials shall be in accordance with applicable requirements of public authorities having jurisdiction and utilities furnishing services. B. Codes governing this work include but are not limited to the latest approved edition of the following: National Fire Protection Association's National Electrical Code (NEC). Occupational Safety and Health Act (OSHA). Local Ordinances and Regulations. 4. STANDARDS: A. Electrical material and equipment shall have been tested and listed or labeled as conforming to approved published standards by Underwriters Laboratories where such listing or labeling service is available for the class of materials or equipment. Where applicable, listing or labeling shall apply to the complete assembled equipment and not to the components alone. 5. SUBMITTALS: A. Three copies of materials list, shop drawings and data sheets shall be submitted to Architect & /or Construction Manager for review. Submittals shall be made and favorable review secured before material and equipment is installed. B. Materials list shall include fixtures, switchgear, panels, devices, wireways, disconnects, lamps and all other specified or unspecified standard cataloged materials to be used. The list shall include manufacturer, type and such other descriptive data as may be required to determine the acceptability of each item. C. Shop drawings and data sheets for equipment and systems shall be submitted where required in the specification for those items. Include information on each component, wiring diagrams, layouts, dimensions and sufficient other data to establish compliance with the specifications and acceptability of the equipment or system. 6. PERMITS AND DRAWINGS: A. Permits and inspections shall be by the General Contractor. 7. AS -BUILT DRAWINGS: A. On a set of contract drawings, kept at the site during construction, mark all work that is installed differently from that shown, including any revised circuitry, material or equipment. Upon conclusion of work, deliver to Owner's Rep. Construction Manager a set of signed and dated "as- built" drawings. 8. GUARANTEE: A. All work shall be guaranteed for a minimum period of one year from the date of acceptance by the Owner. The guarantee period for certain items shall be longer, as indicated in the specification for those items. B. Should any malfunction develop during the guarantee time period due to defective material, faulty workmanship, or non - compliance with plans, specifications, codes or directions of the Owner, Architect, Engineer or Inspector, the Contractor shall furnish all necessary labor and materials to correct the malfunction with- out additional charges. PRODUCTS 1. PANELBOARDS: A. Panelboards shall be factory assembled circuit breaker type. The number of poles, type, voltage and ampere ratings shall be as indicated on the drawings. Bussing shall be aluminum or copper (see panel schedules). B. Neutral wires shall be connected to a common neutral bus with binding screws or lugs. The neutral bus shall be insulated from the cabinet. Ground wires shall be connected to a common equipment ground bus with binding screws or lugs. The ground bus shall be bonded to the cabinet. C. Cabinets shall be flush mounted. Cabinets shall be constructed of galvanized steel conforming to UL and NEC standards. D. Fronts of cabinets shall be not less than 12 gauge steel fastened with screws in countersunk washers, or with approved concealed spring clamps. Cabinet fronts shall have hinged lockable doors with milled keys (all panels shall be keyed alike) and circuit schedule holders with clear plastic windows. Provide typewritten schedules in holders and submit copies for record purposes. Doors shall be fastened to trim with full length flush hinges. Panel fronts shall be shop painted with 2 coats of primer and a finish coat of gray enamel. E. Special panelboard construction or features shall be as shown on drawings. For circuit breakers, contactors and other equipment to be included as an assembled part of the panelboard, refer to the paragraph where those items are specified. F. All conductor terminals and equipment enclosures shall be U.L. listed for use with minimum 75° C. rated conductors. G. Panelboard directory for each panel shall be neatly typed indicating actural load for each branch circuit. H. Provide signage for all panelboards & switchboards warning qualified persons of potential flash hazard as required in N.E.C. 110 2. CIRCUIT BREAKERS: A. Circuit breakers shall be by the same manufacturer that furnishes the main service equipment and panelboards. B. Breakers shall be molded case bolt -on type. Clamp -on, push -on, or plug -in types are not acceptable Removable handle ties and dual, quad or tandem breakers are not acceptable. Mounting hardware, accessories, faceplates and enclosures shall be provided as necessary for the intended use. C. Short circuit interrupting capacity shall be as indicated on the plans and shall in no case be less than 10,000 rms symmetrical amps at the applied voltage. 3. DISCONNECT SWITCHES: A. Switches shall be by Square -D, Cutler Hammer, or equivalent. B. Switches and enclosures shall be general duty. They shall be externally operated, quick -make, blade type, of numbers of poles and rating indicated or required. C. Enclosures shall be NEMA I for dry, interior locations and NEMA 3R for damp, wet or exterior locations. Finish shall be ANSI 61. Covers shall have a defeatable interlock. Operating handles shall be padlockable. D. Short circuit withstand ratings shall be 200,000 rms symmetrical amps. E. Switches shall accept fuses of the rating and UL or NEMA class indicated. F. Submit data sheets of the disconnect switches as required under "Submittals ". G. All conductor terminals and equipment enclosures shall be U.L. listed for use with minimum 75° C. rated conductors. 4. MANUAL MOTOR STARTERS: A. Where shown on the plans, fractional horsepower motors shall toggle type manual starters with thermal overload protection in each phase. Where the motor is out of sight of the switch provide a pilot light in the cover to indicate switch is closed. B. Submit data on starters as required under "Submittals ". 5. SNAP SWITCHES: A. AC general use snap switches shall be toggle handle, quiet operating, premium or heavy duty specification grade, UL listed and verified to meet Federal Specification W -S -896 -d and NEMA heavy duty tests. Color shall be white. B. All switches shall be rated 120/277 volts. For the 20 amp size, HP ratings shall be 1 for 120V and 2 for 240V. C. Switches shall be as listed below: 1. 20A SPST - Hubbell 1221, Leviton 1221 or P & S 521 D. Switches required but not listed shall have equivalent quality as those listed above. 6. RECEPTACLE OUTLETS: A. B. Receptacle outlets shall be standard NEMA configuration, grounding type. General convenience outlets shall be 20 amp, 125 volt, 2 pole, 3 wire grounding. Outlets shall be UL listed and verified to meet Federal Specification W -C -596 -c and NEMA heavy duty performance tests. C. Convenience outlet fronts shall be white. Color shall be brown on wood paneled walls. Confirm color with architect. D. Outlets shall be as listed below: (numbers do not include color designation or options). 20A Convenience - Hubbell 5352, Leviton 5362, or P & S 5362 E. Special outlets, not listed above, shall be standard NEMA configuration for the application shown and shall be of equivalent grade and quality to those listed above. An approved cord cap or plug shall be furnished with each receptacle outlet except general convenience type. Plug shall be of the same grade, quality and manufacturer as the outlet. 7. DEVICE & BOX COVER PLATES: A. Provide a plate for each outlet, receptacle, switch, device and box. B. Plates for flush interior general use shall be white plastic. Color shall be brown on wood paneled walls. Confirm plate colors with architect prior to ordering. C. All plates for exterior use shall be listed and labeled "Suitable for Wet Location while in Use ". D. Ganged devices shall have gang plates exactly matching the arrangement and quantity of devices. E. Special plates, engraving or application shall be as indicated on the drawings or otherwise specified. 8. OUTLET AND JUNCTION BOXES: A. The size of each outlet or junction box shall be determined by the number and sizes of wires and conduits entering the box, per NEC, but shall be not less than 4 -inch square and 1 -1/2 inches deep unless otherwise noted. B. Outlet and junction boxes for interior use shall be galvanized, one -piece pressed or welded steel, knockout type, except where other types of boxes are indicated or specified. In masonry or concrete construction waterproof boxes manufactured for that purpose shall be used. Plastic, fiber or composition boxes will not be permitted. C. Outlet and junction boxes for surface exterior use shall be cast boxes, Crouse -Hinds FS type, or approved equivalent. 9. CONDUITS AND FITTINGS: A. Standard weight rigid metal conduit shall be hot dipped galvanized, All fittings shall be of the screw thread type. Couplings, locknuts, bushings, etc., shall be hot dipped galvanized. B. Electrical metallic tubing (EMT) shall be galvanized. Couplings and connectors shall be galvanized. Fittings shall be compression type with gland sealing rings or set screw type. C. Flexible conduit shall be galvanized steel or aluminum. Where used in damp or wet locations flexible conduit shall be of the liquid -tight type with outer neoprene jacket and suitable liquid -tight fittings. D. Rigid non - metallic conduit shall be PVC Schedule 40, U.L. approved. All couplings, fittings, solvent cement, etc.. 10. WIRE AND CABLE: A. Wire and cable for use on systems of 50 volts to 600 volts shall be 600 volt rated type THW or THHN for branch circuits. Feeders shall be THHN or THWN (see riser). B. Wire and cable for use on systems of below 50 volts shall be 300 volt PVC insulated and suitable for the class of wiring except as otherwise indicated or specified. C. All conductors shall be copper. 11. LIGHTING FIXTURES AND LAMPS: A. Fixtures shall be complete with all required accessories and equipment, including lamps, necessary for a complete installation. Contractor shall receive, unpack, assemble and install fixtures indicated as being furnished by others. B. Fluorescent ballasts shall be CBM, ETL approved, high power factor "P" rated with a sound rating of "A ". Ballasts for interior use shall be high frequency electronic type with a THD of less than 20 %. Fixtures shall comply with local lighting codes. C. 4' fluorescent lamps shall be F32T8 type by Phillips, GE or Sylvania, color as indicated on plans. All A -type lamps shall be 130 volt and 35K temperature rating. D. Verify the ceiling or wall construction, voltage and the mounting requirements of each fixture and provide plaster frames, special flanges, concrete pour housings, boxes, brackets, adapters, hangers, stems, canopys, special ballasts or lenses and other materials necessary to properly purchase and mount the fixture. E.. Submit shop drawings on all fixtures as required under Submittals ". "Shop Drawings" may be catalog data sheets if complete information including mounting hardware is shown and identified. Shop drawings shall include mounting details and show compatibility with the ceiling or other equipment. 12. NAMEPLATES AND LABELS: A. Nameplates shall be provided for circuit breakers in the main switchboard, switches, and to identify each panelboard and similar items which are furnished or installed under this section. B. Nameplates shall be engraved laminated plastic with characters cut through the black top layer to white layer below. 13. TIME SWITCHES: A. Time switches shall be Intermatic or Tork. Type of mounting, poles, voltage, ampacity and arrangement shall be as shown on drawings or required by conditions. Time switches controlling lighting shall have battery backup and any other features shown on the plans or required for proper operation. B. Enclosures shall be NEMA I for interior dry locations. 14. RELAYS: A. Relays for motor control shall be heavy -duty industrial type, mechanically held, with both normally open and closed contacts. B. Submit shop drawings as required under "Submittals ". EXECUTION 1. INSTALLATION AND CONNECTION OF ELECTRICAL EQUIPMENT: A. Equipment furnished by others shall be completely connected to the electrical system except as noted on the drawings. All fuses, breakers and disconnects shall be provided as necessary for proper protection. Provide all flexible conduit, boxes, fittings, receptacles, cords, plugs and other material required for proper installation. Refer to manufacturer's directions where applicable. 2. WORK ON HVAC AND PLUMBING SYSTEMS: A. Complete power circuits, including breakers, switches, disconnects, wire and conduit, outlets and connections to HVAC and plumbing equipment shall be provided under this section. B. Starters and controllers shall be provided under this section except where part of a package unit or panel specified in Division 15. C. HVAC and plumbing control and interlock wiring regardless of voltage, and conduits for same, will be wired and connected under this section. 3. INSTALLATION OF CONDUIT: A. Standard weight rigid metal conduit shall be used where exposed to the weather, placed underground below concrete slab, in concrete or masonry construction in contact with earth, and where shown on the plans. B. Galvanized steel electrical metallic tubing shall be used in above ground, interior, dry locations protected from weather and physical damage, and may be used in concrete or masonry construction not in contact with earth. C. Flexible metallic conduit shall be used where shown on the plans and to connect conduit systems to motors, direct wired and vibrating equipment and as a final connection to lighting fixtures (6' max) in accessible ceilings. It may be used as a wiring system instead of EMT in interior walls only (dry frame or stud construction). D. Liquidtight flexible metal conduit shall be used for final electrical connections to roof top or other equipment exposed to the enviornment. E. Rigid non - metallic conduit may be used for all underslab or underground work in place of standard weight rigid metal and where specifically specified. All runs of rigid non - metallic conduit shall contain a separate green ground wire adequately sized for service intended. Where required to continue above slab, stub non - metallic conduit 6" above slab then make proper transition to metal conduit. F. All rigid steel conduit installed in the ground shall be wrapped with Hunt's Process No. 3, PVC coated or encased in 3" concrete on all sides. G. The minimum sizes of conduit shall be code size for the number and size of conductors, unless a larger size is shown, in which case such larger size shall be used. H. All final connections to motors shall be flexible metal conduit and as shown on drawings. I. Where portions of raceways or sleeves enter areas such as cold storage or where passing from the interior to the exterior of a building, the raceway or sleeve shall be filled with an approved material to prevent the circulation of warm air to a cooler section of the raceway or sleeve. z81 4. INSTALLATION AND CONNECTION OF WIRING: A. No Romex cable will be permitted on this project. All wiring shall be installed in conduit, wireways, or gutters, except where other raceway systems or methods are specifically shown. B. Clean out and dry all conduit and wireways before pulling any wires. Use no lubricant except as recommended by the wire or cable manufacturer. C. Make all connections and splices necessary to properly complete the electrical wiring. Connections and splices shall be made only in pull, junction or outlet boxes, or in switchboards, wireways or panels having sufficient code sized gutter space. Connections and splices in wires smaller than No. 6 AWG shall be made with spring type connectors, and in wires No. 6 AWG and larger shall be made with compression, vise type, or split bolt solderless connectors, insulated and taped. 5. TELEPHONE SYSTEM: A. Furnish and install complete conduit and terminal system for telephone services as indicated on drawings. B. Install a 1/8 -inch polyethylene pull -in wire in each conduit run. C. Telephone wall outlets shall be 4-11/16 inch square by 2-1/8 inch deep metal boxes, with plaster ring and single bushed outlet flush telephone plate. D. Furnish and install 3/4 -inch conduit from the telephone equipment room main telephone backboard to nearest accessible cold water ground. *This conduit should be terminated in such a manner that access to grounding device may be had at any time in the future. * -Per NEC 250 Sc NEC 800 6. GROUNDING: A. Make good mechanical and electrical contact at all poles, panelboards, switchboards, outlet boxes, junction boxes, and wherever the conduit run is connected. Permanently and effectively ground all conduit, fixtures, motors and other equipment as required by all applicable codes, regulations and standards. NEC 250 7. CLEANING AND PROTECTION OF PRODUCTS AND PREMISES: A. At frequent intervals during the time of construction, the Contractor shall clean up after his work and remove his debris from the premises, leaving the building and grounds clean to the Owner's satisfaction. B. The Contractor shall take all necessary precautions to protect all materials, equipment and property, whether electrical or not, from damage as a result of his work. 8. CHECKING AND TESTING OF EQUIPMENT AND SYSTEMS: A. Panels, disconnects, starters and other equipment installed under this section shall be inspected for defects and tested for proper operation. B. Systems shall be tested for short circuits, open circuits and wrong connections and shall be free from mechanical and electrical defects. Circuits shall be tested for proper neutral and ground connections. 9. TEMPORARY CONSTRUCTION POWER & TELEPHONE: A. Electrical Contractor shall provide all labor, cost and materials required for installation and maintenance of temporary construction power and telephone. Construction power shall be minimum of 100A, 120/208V /1 phase, 4W, with provisions for one 50A, 208V, 2P, 4W grounding receptacle and four 120V, 20A, 1P receptacles. 10. SUBSTITUTIONS: A. Alternative manufacturer's will be considered for electrical devices, switches, outlets, etc. not provided by owner. B. Catalogs, data sheets or shop drawings shall be submitted to the construction manager for all alternative manufactured equipment as required under "Submittals ". The Fire Alarm system is "Design Build" by the successful Electrical Contractor along with their FA system equipment supplier /subcontractor and must meet all requirements for all applicable codes and Authority Having Jurisdiction. Drawings provided in the bid package are generic FA requirements and are not to be considered design documents. The bid package drawings do not indicate specific local requirements, the number of actual devices or exact final locations required to satisfy inspecting Authority. Bidders will contact the inspection and plan review before bid preparation. Certain Owner requirements defined within the FA specifications may have more stringent fire safety and device requirements than that required by the AHJ. When there is a conflict between Owner requirements and the AHJ requirements, the most stringent of the two which is not in violation of any enforcable code of jurisdiction shall be included in the "De §ign Build" package. Bidders shall include all components wiring, and shop drawings for a complete "turn key" system. No additonal charges will be considered for any required FA components or wiring which was not included in the original FA bid. 0 To • Y 0 0 0 z O O cr, co co 0 wLuz OQ= 105 00 LLI c CC J_ as -� p 0 _1 2 � 0 0 0 W W z E 0 V CC 0 0 0 o C 0 1 CITYISMAIA AUG 292011 PHtMtTCENTER Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: cservicellabassein.com www.abossein.com I1 / 0 0 0 =II it it 0 0 m m °■ 3 n c 18215 72ND AVENUE SOUTH X L- N CO N 00 LO N ran :cNi W C9 Z� Z 5U) 5Z -0 Zix wZ w Z� 5Z Z W V( Job Number