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20150348 Permit Pkg 01122016City of Yelm Community Development Department Building Division Phone: (360) 458 -8407 Fax: (360) 458 -3144 Applicant: Name: SOUNDBUILT NW LLC Address: PO BOX 73790 PUYALLUP WA 98373 Property Information: Site Address: 9920 JENSEN DR SE Assessor Parcel No.: 78640106600 Contractor Information: Name: SOUNDBUILT NW LLC Address: PO BOX 73790 PUYALLUP WA 98373 Contractor License No.: Project Information: Project: NEW RESIDENTIAL BUILDING Description of Work: LOT 66, PLAN 2600A Sq. Ft. per floor: First 19111 Second 687 Third Garage 639 Basement Fees: Item NEW RESIDENTIAL BUILDING MECHANICAL PLUMBING Subdivision Permit No.: 20150348 Issue Date: 111212016 (Work must be completed within 180 days) Phone: 253 - 848 -0820 Owner: TAHOMA TERRA Expires SOUNDBUILT NW LLC Phone: 0 /00 /0000 Heat Type (Electric, Gas, Other) GAS Lot: 66 Contractor Fees SOUNDBUILT NW LLC $18,290.06 SOUND HEATING & AC $ 84.75 RAINIER VIEW ROOTER, LLC $ 118.00 TOTAL FEES: $ 18,492.81 Applicant's Affidavit: I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants, easements and restrictions of record. If pplying as a contractor, I further certify that I am currently registered in the tote 7/7 ngton. Signature Date . Firm OFFICIAL USE ONLY # Sets of Prints: Final Inspection: Date: By N1N1 of Yell ) 458 -3244 REC #: 00218768 OPER: CO TERM: REF #: 6484 PAID BY: 111212016 12:53 PM 001 TRAN: 33.0000 BUILDING PERMITS 20150348 18,492,81CR SOUNDBUILT NW LLC 9920 JENSEN DR SE BLD -RES1 18,290.06CR MECH 84.75CR PL 118.OGCR TENDERED: 18,492.81 CHECK APPLIED: 18,492,81- CHANGE: 0.00 REPRINT YELM COMMUNITY SCHOOLS PO BOX 476 YELM WA 98597 Receipt #: 330483 Clerk: Croy Manual #: Terminal: 1 1/12/2016 12:44 PM NSOUNDBUILT NSOUNDBUILT SOUND BUILT NW LLC, HOMES PO BOX 73790 PUYALLUP, WA 98373 -0790 Qty Item Price 1 CPF MITIGATION 3015.00 MITIGATION 05- 027 /lot #45 -10077 JENSEN DR SE;YELM 1 CPF MITIGATION 3015.00 MITIGATION 05- 027/LOT# 66 -9920 JENSEN DR SE;YELM 1 CPF MITIGATION 3015.00 MITIGATION 05- 027 /LOT # 142 -9934 JUSTMAN ST SE;YELM 1 CPF MITIGATION 3015.00 MITIGATION 05- 027 /LOT #158 - 9941 DAIN ST SE;YELM 1 CPF MITIGATION 3015.00 MITIGATION 05- 027 /LOT #188 - 14444 99TH AVE SE;YELM Subtotal 15075.00 Tax 0.00 Total 15075.00 Check 15075.00 6489 Change Due 0.00 THANK YOU CITY OF YELM �11 ���� RESIDENTIAL BUILDING PERMIT APPLICATION FORM Project Address: 9920 Jensen Dr SE Parcel #: 78640106600 Subdivision: Tahoma Terra Lot #: 66 Plan #: 2600A Zoning: El New Construction ❑ Re -Model / Re -Roof / Addition ❑ Home Occupation Sign ® Plumbing 0 Mechanical ❑ Mobile / Manufactured Home Placement ❑ Other Project Description /Scope of Work: Construct new SFR using plan 2600A Project Value: 3o7TS4!2- Building Area (sq. ft) 1st Floor 1913 2nd Floor 687 3rd Floor Garage -2 car 3 car 639 Covered Patio 88 Covered Porch 72 Patio Deck # Bedrooms 4 # Bathrooms 3 Heating: GAS /OTHER or ELECTRIC (Circle One) Are there any environmentally sensitive areas located on the parcel? /f yes, a completed environmental checklist must accompany permit application. BUILDING OWNER NAME: Soundbuilt Homes ADDRESS PO Box 73790 EMAIL Meganp @soundbuilthomes.com CITY Puyallup STATE WA ZIP 98373 TELEPHONE 253 -848 -0820 ARCH ITECT/ENGIN EER Landmark Design/Sega Engineers L I CENSE # ENG-#26606 (Greg Thesencitz) ADDRESS 1202 Main St #104 EMAIL kevin @landmarkdesign.com CITY Sumner STATE WA ZIP 98390 TELEPHONE 253 - 826 -7808 GENERAL CONTRACTOR soundbuilt Homes TELEPHONE 253- 848 -0820 ADDRESS PO Box 73790 EMAIL meganp @soundbuiIthomes.com CITY Puyallup STATE WA ZIP 98373 FAX n/a CONTRACTOR'S LICENSE # SOUNDNL911CL EXP DATE 2117 CITY LICENSE # PLUMBING CONTRACTOR Rainier View Rootert-t_C TELEPHONE 253 - 435 -1996 ADDRESS PO Box 73070 EMAIL CITY Puyallup STATE WA ZIP 98373 FAX n/a CONTRACTOR'S LICENSE # RAINIVR924DF EXP DATE 3/16 CITY LICENSE # MECHANICAL CONTRACTOR Sound Heating &AC TELEPHONE 253 -875 -3350 ADDRESS 5526184th St E #A EMAIL CITY Puyallup STATE WA ZIP 98375 FAX CONTRACTOR'S LICENSE # SOUNDHAO06DA EXP DATE 5/17 CITY LICENSE # Copy of mitigation agreement with Yelm Community Schools, if applicable. hereby-Al;ertify that the above information is correct and that the construction on, and the occupancy and the use of the above described property will be in accordance with the laws, rules and regulations of the State of Washington and the City of Yelm. A /\-/ �L ""' \ \ A'pplicant's Signat re Date Owner / Contractor O ner's Agent / Contractor' Agent (Please circle one.) All permits are non - transferable and will expire if work authorized by such permit is not begun within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days S i J, x'232015 105 Yelm Avenue West (360) 458 -3835 Yelm, WA 98597 (360) 458 -3144 FAX www.ci.yelm..wa.us zm ENSEN �� SE' > aw W co z LL Q Q ` W ■ W - -- Q - __.- Y 4 - —�7S Cl�►— - Y OD Om LL .. r � ON �= 0 L. acnZ zL r > ■ z p N O U 0 Q W W 4 v z N04'25'35" _. ° I w z O Z CL O III uj z U zoo 60.00' DRIVEWAY X w ° ION EN CONSTRUCTENTR ANCE I \ 20' ° I _ zn _ _ ire m —. p J z Q r _ N 12.95' ° ° . ° Q W LL r Q F In z 1 —_1 e p0 00 v °- Cl) VV r w N 5 N ° ° 1S -BS8L -- ° -1-'. 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LL 0 LLJ Q v a V 37 SO4 °25'35 "E ---- Q 0 - -- ' 60.00 o !e � I I 11' T i 5, 33' --� U F--i rn Q o CO ti�c� • X oa �,� lanown- W CO7NN SEGA Engineers,,,, Structural &. Civil Consulting Engineers November 10, 2015 To: Building Official City of Yelm Community Development Department From: Greg Thesenvitz, PE /SE Principal Re: Site specific structural calculations. SEGA Engineers has provided structural calculations for plan Plan 11-2 -2600 prepared by Landmark Design. The calculations are for a generic site with a design criteria of a 25 psf snow load, a 110 mph Exposure B wind load, and Seismic Zone D per 2012 International Building Code Chapter 16. This is to verify that the calculations and design criteria above are applicable for the following project and location: Soundbuilt Homes Tahoma Terra, Lots 1 -200 Yelm, Washington. Please address any questions to SEGA Engineers 22939 SE 292 °d Place • Black Diamond, Washington 98010 • (360) 886 -1017 25 2015 Prescriptive Energy Code Compliance for Climate Zones 6, 5 and Marine 4 Project Information Contact Information L2- 2600 -3 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date Climate Zone Fenestration U- Factor b Skylight U- Factor Glazed Fenestration SHGCb,e Ceiling Wood Frame Wallg k l Mass Wall R- Value' Floor Below Grade Wall °'k Slabd R -Value & Depth 5 & Marine 4 R- Value a U- Factor a 6 R- Valuea U- Factor a n/a 0.30 n/a 0.30 n/a 0.50 n/a 0.50 n/a n/a n/a n/a 4Y 0.026 49 0.026 21 int 0.056 21 +5ci 0.044 21/21' 0.056 21 +5' 0.044 309 0.029 1 309 0.029 10/15/21 int + TB 0.042 10/15/21 int + TB 0.042 10, 2 ft I n/a 10, 4 ft I n/a 'Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in one and two- family dwellings and townhouses, as defined in Section 101.2 of the International Residential Code shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 71. Small Dwelling Unit: 0.5 points Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are less than 750 square feet of heated floor area. 02. Medium Dwelling Unit: 1.5 points All dwelling units that are not included in #1 or #3, including additions over 750 square feet. ❑3. Large Dwelling Unit: 2.5 points Dwelling units exceeding 5000 square feet of conditioned floor area. Table R406.2 Summary Option Description Credit(s) 1a Efficient Building Envelope 1a 0.5 1b Efficient Building Envelope 1b 1.0 1c Efficient Building Envelope 1c 2.0 2a Air Leakage Control and Efficient Ventilation 2a 0.5 2b Air Leakage Control and Efficient Ventilation 2b 1.0 2c Air Leakage Control and Efficient Ventilation 2c 1.5 3a High Efficiency HVAC 3a 0.5 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 2.0 3d High Efficiency HVAC 3d 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 0.5 5b Efficient Water Heating 1.5 6 Renewable Electric Energy 0.5 Total Credits *Please refer to Table R406.2 for complete option descriptions El El El 1200kwh 1.5 0.0 1.50 http: / /www.energy.wsu.edu/ Documents /2012 /2ORes /2OEnergy.pdf NOV 23 2015 Window, Skylight and Door Schedule Project Information L2- 2600 -3 Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component Description Ref. U- factor Ref. U- factor ENTRY DOOR 0.20 ENTRY 0.30 BEDROOM 3 0.30 BEDROOM 2 MMEME 0.30 KITCHEN 10.30 .1 1 DINING ROOM 0.30 DINING ROOM • 11 0.30 GREAT ROOM 0.30 MASTER BEDROOM MMEME 0.30 MASTER BEDROOM 0.30 MASTER BATH 10.30 11 UPPER PLAYROOM I 1 0.30 UPPER PLAYROOM 111 0.30 HALL =ME 0.30 GARAGE /DWELLING DOOR 111 0.20 111 1 1 III 11 111 MMEME 111 11 111 11 MMEME 11 111 11 111 =ME III 11 111 11 111 1 I 111 11 111 MMEME =MEMO 1EMEME MMEME MMEME MMEME MEN Contact Information Width Height Qt. Feet Inch Feet Inch Width Height Qt. Feet Inch Feet Inch MMEM� •1� MMEME MMEME .1 .1 1 EI©EMO 1 1 • 11 MMEME �1 ®1 MMEME ®1 .I =MEMO III 11 111 I 1 MMEME I 1 111 11 111 =ME 111 11 111 11 111 1 1 III 11 111 MMEME 111 11 111 11 MMEME 11 111 11 111 =ME III 11 111 11 111 1 I 111 11 111 MMEME =MEMO 1EMEME MMEME MMEME MMEME MEN MMEME -MEMO MINE EM ■M■ MMEME MMEME EE ■E■ MMEME MMEME MMEME MMEME MMEME Area UA Area UA •1� .1 .1 1 11 1 1 • 11 1 �1 ®1 • .1 ®1 .I 1I III 11 111 I 1 111 I 1 111 11 111 11 111 11 111 11 111 1 1 III 11 111 11 111 11 111 11 111 11 111 11 111 II III 11 111 11 111 1 I 111 11 111 Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Overhead Glazing (Skylights) Component Description Ref. U- factor Width Height Qt. Feet Inch Feet Inch Sum of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = UA/Area Total Sum of Fenestration Area and UA (for heating system sizing calculations) 397.31 115.41 0.29 Area UA 11 111 11 111 11 111 11 111 11 111 11 111 11 111 397.31 115.41 0.29 Area UA 11 111 11 111 11 111 11 111 11 111 M 111 1 11 397.3 115.41 Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2012 Washington State Energy Code (WSEC) and ACCA _Manuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing (window) and door portion of this calculator assumes the installed glazing and door products have an area weighted average U- factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2012 WSEC. Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop -down options, please call the WSU Energy Extension Program at (360) 956 -2042 for assistance. contact information ... a 4 b3 a a Heating System Type: O All Other Systems 0 Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions ". Design Temperature Instructions A Design Temperature Difference (AT) Lacey - AT = Indoor (70 degrees) -Outdoor Design Temp 53 Area of Buildinq Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft), 22,100 Glazing and Doors U- Factor X Area — UA Instructions 0.30 119.40 Skylights U- Factor X Area = UA Instructions 0.50 - -- Insulation Attic U- Factor X Area = UA Instructions 0.026 -49 :ant , . a 49.74 Single Rafter or Joist. Vaulted Collings U- Factor Area UA Instructions Select R- Value s No selection - -- Above Grade Walls (see Figuro i) U- Factor Area UA Instructions 12t Intermediate 0.056 °° 140.95 Floors U- Factor Area UA Instructions 0.029 R -3o 55.48 Below Grade Walls sae F ure 1L U- Factor Area UA Instructions No selection �? SelectR -value w!: "�, --- Slab Below Grade (see Flpura f) F- Factor Len th UA Instructions` ° Selectcondiwning No selection �,, <r - -- Slab on Grade (see FID9!B1) F- Factor Len th UA Instructions `''� "- ".' ^. ` „'" +� n„ ,a• , _.,..�y. Select R -Value hwi l� No selection ,N •, , =z: - -- . Location of Ducts Instructions -,� .. , Duct Leakage Coefficient Unconditioned Space ,� 1.10 Sum of UA 365.57 Envelope Heat Load 19,375 Btu/Hour Figure 1. Sum of UAXAT Air Leakage Heat Load 12,650 Btu / Hour VolumeX 0.6XATX.018 Above Grade Building Design Heat Load 32,025 Btu/ Hour Air Leakage Envelope Heat Loss Building and Duct Heat Load 35,228 Btu/ Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space.' Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 49,319 Btu/Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) STRUCTURAL CALCULATIONS FOR THE SOUNDBUILT HOMES RESIDENTIAL PROJECT Plan 1-2- 2600 -3 November 10, 2015 Job No.: 10 -041 Location: Lots 1 - 200, Tahoma Terra Yelm, Washington SEGA Engineers Structural & Civil Consulting Engineers 22939 SE 292 "d PL (360) 886 -1017 Black Diamond, WA 98010 Copyright 2015, SEGA Engineers �;' 2s 2015 STATEMENT OF WORK SEGA Engineers was asked to provide a lateral loads analysis, shear wall design, review of major framing members and foundation, and drawing red -lines for a two story wood framed single family residence. The roof framing is manufactured trusses, the floor framing is 2x dimensional or wood I- joists, and the foundation is typical concrete strip footings with a crawl space. The application and use of these calculations is limited to a single site referenced on the cover sheet. The cover sheet should have an original signature in blue ink over the seal. The attached calculations may or may not apply to other sites and the contractor assumes all responsibility and liability for sites not expressly reviewed and approved. Please contact SEGA Engineers for use at other sites. SEGA Engineers will use that degree of care and skill ordinarily exercised under similar circumstances by members of the engineering profession in this local. No other warranty, either expressed or implied is made in connection with our rending of professional services. For any dispute, claim, or action arising out of this design, SEGA Engineers shall have liability limited to the amount of the total fee received by SEGA Engineers. Questions regarding the attached should be addressed to SEGA Engineers Greg Thesenvitz, PE /SE SEGA Engineers SEGA Engineers, Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886 -1017 Black Diamond, WA 98010 Design Criteria International Building Code (IBC), 2012 LOADS Roof DL 15 psf LL 25 psf Floor DL 10 psf LL 40 psf ►NVT Risk Category II Design Wind Speed 110 mph KZt 1.00 Exposure B Seismic Design Category D SpS 1.00 Response Factor 6.5 Cs= 0.154 Importance Factor 1.00 Soil Allowable Bearing 1,500 psf Copyright 2013, SEGA Engineers (Vult) Project 1-2 -2600 Job No. 10 -041 By: GAT Checked Date: 07/31/13 Sht i SEGA Engineers, / Structural & Civil Consulting Engineers 22939 SE 292nd PL (360) 886 -1017 Black Diamond, WA 98010 LOADS ROOF DL Roofing (Comp) ' /2" OSB 2 x @ 24" Insulation 5 /8" GWB Misc. LL Snow, Pi Reduction, Cs 6/12 pitch = 27 deg Project L2 -2377 / -2470 / -2600 Job No. 10 -041 By: GAT Checked Date: 06 /22/11 Sht 1 3.5 psf 1.8 3.5 1.1 2.8 1.5 14.2 psf 25 psf 0.00 (115% Load Duration) (Ct = 1.1, other surfaces) i otai Koot Load 39.2 psf FLOOR DL Flooring 0.5 psf 3/4" Plywood 2.3 117/8" TJ I @ 16" oc 2.5 5 /8" GWB 2.8 Misc. 1.5 9.6 psf LL Residential 40 psf Total Floor Load 49.6 psf DECKS DL 2 x Decking 4.3 psf 2x10 @16 "oc 2.8 Misc 1.5 8.6 LL Residential 40 psf Total Deck Load 48.6 psf WALLS DL Siding 3.5 ' /2" Plywood 1.5 psf 2x6 @16 "oc 1.7 Insul 0.6 ' /Z" GWB 2.2 9.5 psf Copyright 2011, SEGA Engineers SEGA Engineers / PROJECT Lz-Z377 (6 IF,-1114) /- Z4 7 Q Zco o0 /Structural & Civil Consulting Engineers JOB NO. 'p :� � (,�.' FIGURED BY l� 22939 SE 292nd Place • Black Diamond, Washington 98010 � (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY DATE �Z 1/1 SHEET Z OF l-EA►Z G NA bi F- jai fLr Vj �0,3 ,& k/P9(1�')Z 15 V' _ IZ, zK'15 3' >-- 3'� �/ Z G 70C> v / W2 �lt 3rh e- l t' , lip 109' IoC) ?t,Jr t L sv�S► )' �1 p 1��c,° v . i'v- / /,i - SK- :� 1 lTL — ZiQ�S� iy�N -� S'A���rr -j7:-- - 1 4P -r = o ��st at�5K /����'�3 =�� 173b3 %��rt ok-- �z.�- Copyright 2011, SEGA Engineers SEGA Engineers PROJECT LZ —Z cow Structural & Civil Consulting Engineers 22939 SE 292nd Place •Black Diamond, Washington 98010 JOB NO. /0 — 041 FIGURED BY (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY DATEa*A 7/1./ SHEETS OF cJ= il�sdj j7i f- f- z z`)2 - A) _r I 3 X s� Z-1 1 /t+ Copyright 2011, SEGA Engineers SEGA Engineers Project L2 -2600 Structural & Civil Consulting Engineers Job No. 10 -041 By: GAT 22939 SE 292nd PL (360) 886 -1017 ,1 Black Diamond, WA 98010 Checked Date: 07/31/13 Sht. LATERAL LOADS - (Alternate ASD) SEISMIC Maximum Base Shear, V = F SoS W Eq. 12.14 -11 R where, F = 1.1 Two -Story Building SoS =1.00 Ss = 1.5 Fa = 1.00 (Table 11.4 -1, S. > 1.25) R = 6.5 Table 12.14 -1 W = Seismic Weight For W: W..f= (44ft) (58ft) (16psf)+ (2) (44ft+ 58ft) (4.5ft) (9.5psf) = 50kips Wfioar= (40ft) (17ft) (14 psf)+ (2) (40ft + 17 ft 8.5 ft) (9.5psf) = 19 kips W total = 68 kips Design Base Shear, V = ( .169) (68 kip) = 11.6 kip E = 11.6 kip - 8.3 kip 1.4 WIND Design Wind Pressure, ps = A KZt Ps30 where, X= 1.00 0 -15ft = 1.00 20 ft = 1.00 25 ft Kn = 1.00 Pao = 17.7 psf PO _ 15 = ( 1.00) ( 1.00) (17.7 psf) _ P20 = ( 1.00) ( 1.00) (17.7 psf) _ P25 = ( 1.00) ( 1.00) (17.7 psf) _ Exposure B 110 mph 17.70 psf 17.70 psf 17.70 psf Eq. 28.6 -1, Sect. 28.6.3 Figure 28.6 -1 Section 26.8 Figure 28.6 -1 (ASD) ( x 0.6 = 10.62 psf) ( x 0.6 = 10.62 psf) ( x 0.6 = 10.62 psf) Design Base Shear: (Wind) Vv,= (50ft) (10ft) (17.7psf) + (40ft) (5ft) (17.7 psf) + (40ft) (5ft) (17.7psf) = 15.9x0.6 9.6 kips VAS= (62ft ) (10ft) (17.7 psf) + 44 ft (5ft ) (17.7 psf) + (14ft) (5ft) (17.7psf) = 16.1x0.6 9.7 kips Therefore, Wind Loads Govern for Lateral Design - Front/Back Wind Loads Govern for Lateral Design - Side /Side Copyright 2013, SEGA Engineers SEGA Engineers PROJECT L Si3 Structural & Civil Consulting Engineers JOB NO. 10-04( FIGURED BY 22939 SE 292nd Place • Black Diamond, Washington 98010 (360) 886 -1017 • Fax (360) 886 -1016 CHECKED BY DATE &W /Z SHEET ,510F X/0410 Z�f I rT VALL = Sri Sa � UZ" C�z�C�S'�u�,�'�)�- C�����•���j�fi ���/ ��lr/di��� ` �, 3 lo�3t`' h4 -41x -o Z'�Z ✓� -b tf -- Copyright 2011, SEGA Engineers 7' g L 4, g e.- Z'�Z ✓� -b tf -- Copyright 2011, SEGA Engineers SEGA Engineers, Structural & Civil Consulting Engineers 22939 SE 292nd Place = Black Diamond, Washington 98010 (380) 888 -1017 - FAX 886 -1016 PROJECT L2-2600 JOB NO. 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