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Permit M14-0130 - USHER PROPERTIES - ROOFTOP GAS AIR CONDITIONED UNITS
USHER PROPERTIES 12119 EAST MARGINAL WY S M14-0130 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov Parcel No: 1023049075 MECHANICAL PERMIT Permit Number: M14-0130 Address: 12119 E MARGINAL WAY S Issue Date: 7/29/2014 Permit Expires On: 1/25/2015 Project Name: USHER PROPERTIES Owner: Name: USHER PROPERTIES LLC Address: PO BOX 2769 , KETCHUM, WA, 83340 Contact Person: Name: MARK NANKIN Phone: (206) 832-8104 Address: 5005 3 AVE S , SEATTLE, WA, 98134 Contractor: Name: MCKINSTRY CO LLC Phone: (206) 762-3311 Address: PO BOX 24567 , SEATTLE, WA, 98124- 0567 License No: MCKINCL942DW Expiration Date: Lender: Name: Address: III DESCRIPTION OF WORK: REPLACEMENT WITH LIKE KIND AND SIZE, TWO 5-TON ROOFTOP MOUNTED GAS PACKAGED AC UNITS Valuation of Work: $15,505.00 Type of Work: REPLACEMENT Fuel type: GAS Fees Collected: $402.68 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: 125 Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 International Fuel Gas Code: 2012 WA Cities Electrical Code: 2012 WA State Energy Code: 2012 2012 2012 2012 Permit Center Authorized Signature: La:A- R--k Date: "'t I I hearby 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 attacJied to this permit. Signature: Date: -7V 'i Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: Readily accessible access to roof mounted equipment is required. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: 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). 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: 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. 8: ***MECHANICAL PERMIT CONDITIONS*** 9: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 10: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL 0702 SMOKE DETECTOR TEST 1"1- CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. Project No. Date Application Accepted:; Date Application,Expires: (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION Site Address: 12119 East Marginal Way South Tenant Name: Usher Properties PROPERTY OWNER Name: Phillip Usher Address: PO Box 2769 City: Ketchum State: ID Zip: 83340 CONTACT PERSON - person receiving all project communication Name: Mark Hankin Address: 5005 3rd Avenue South City: Seattle State: WA Zip: 98134 Phone: (206) 832-8104 Fax: (206) 768-7754 Email: markhan@mckinstry.com King Co Assessor's Tax No.: 102304-9075 Suite Number: Floor: New Tenant: ❑ Yes ® ..No MECHANICAL CONTRACTOR INFORMATION Company Name: McKinstry Co. Address: 5005 3rd Avenue South City: Seattle State: WA Zip: 98134 Phone: (206) 763-3311 Fax: (206) 768-7754 Contr Reg No.: MCKINCL942DW Exp Date: Tukwila Business License No.: BUS-0994320 Valuation of project (contractor's bid price): $ Describe the scope of work in detail: Replacement with like kind and size, two 5-ton rooftop mounted gas packaged AC units 15,505 Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement Fuel Type: Electric ❑ Gas Other: H:WpplicationsWorms-Applications On Line\2011 Applications\Mechanical Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 2 r • Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >I 00k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm 2 Unit Type Qty Air handling unit >10,000 cfin Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu PERMIT APPLICATION NOTES = Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OV1'DQER QI2 AtUTHORIZED AGENT: Signature: Print Name: Mark Hankin Mailing Address: 5005 3rd Avenue South Date: 06/25/2014 Day Telephone: (206) 832-8104 Seattle WA 98134 City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Mechanical Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY I PAID $402.68 M14-0130 Address: 12119 E MARGINAL WAY S Apn: 1023049075 $402.68 MECHANICAL $387.19 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $277.25 PLAN CHECK FEE R000.322.102.00.00 0.00 $77.44 TECHNOLOGY FEE $15.49 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R2467 R000.322.900.04.00 0.00 $15.49 $402.68 Date Paid: Wednesday, June 25, 2014 Paid By: MCKINSTRY CO - SERVICE ACCOUNT Pay Method: CHECK 12807 Printed: Wednesday, June 25, 2014 3:45 PM 1 of 1 CR SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 01(L4-C*NC Project: Type ofjnspection: Address: ; '` _ 1Li 7 r� 11V1�irIN, It_. Date Called: Lk.(; - Special Instructions: Date Wanted: p= _l I I �p"m. . Requester: ..) Ci Cr .� o r Phone No:_ EApproved per applicable codes. Corrections required prior to approval. COMMENTS:G) sy —�- 1 )e9(0 f 7 ( :7�t� 1,! ��'✓!—r A14/ 1 Dater` .7- /v tEINSPECTION PEE REQUIRED. Prior to nex t inspection, fee must be pa►tl at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. \ 4-0 r_o. Project Information FIGURE C408.1.2.1 COMMISSIONING COMPLIANCE CHECKLIST Project Name: Project Address: l 41e ft-UluA N,}-0,j_,_t(R ( .• C6 Commissioning Authority: "� Commissioning Plan (Section C408.1.1) Commissioning Plan was used during construction and included items below • A narrative description of activities and the personnel intended to accomplish each one • Measurable criteria for performance • Functions to be tested Systems Balancing (Section C408.2.2) ❑ Systems Balancing has been completed • Air and Hydronic systems are proportionately balanced in a manner to first minimize throttling losses • Test ports are provided on each pump for measuringpressure across the pump. Functional Testin g (Sections C208.2.3,) C408.3.1, C408.4.1.3 and C408.5.1 ❑ HVAC Equipment Functional Testing has been completed (Section C408.2.3.1) HVAC equipment has been tested to demonstrate the installation and operation of components, systems and system -to -system interfacing relationships In accordance with approved plans and specifications ❑ HVAC Controls Functional Testing has been completed (Section C408.2.3.2) HVAC controls have been tested to ensure that control devices are calibrated, adjustedand operate properly. Sequences of operation have been functionally tested to ensure they operate in accordance with approved plans and specifications ❑ Economizers Functional Testing has been completed (Section C408.2.3.3) Economizers operate in accordance with manufacturer's specifications Q Lighting Controls Functional Testing has been completed (Section C408.3.1) Lighting controls have been tested to ensure that control devices, components, equipment, and systems are calibrated, adjusted and operate in accordance with approved plans and specifications 0 Service Water Heating System Functional Testing has been completed (Section C408.4.1) Service water heating equipment has been tested to ensure that control devices, components,equipment, and systems are calibrated, adjusted and operate in accordance with approved plans and specifications 0 Pool and Spa Functional Testing has been completed (Section C408.4.1.3) Pools and spas have been tested to ensure service water heating equipment, time switches and heat recovery equipment are calibrated, adjusted and operate in accordance with approved plans and specifications ❑ Metering System Functional Testing has been completed (Section C408.5.1) Energy source meters, energy end -use meters, the energy metering data acquisition system and required display are calibrated adjusted and operate in accordance with approved plans and specifications Supporting Documents (Section 408.1.3.2) (Manuals, record documents and training have been completed or are scheduled • System documentation has been provided to the owner or scheduled date: • Record documents have been submitted to owner or scheduled date: • Training has been completed or scheduled date: Commissioning Report (Section C408.1.2) Certification CE-94 ❑ Preliminary Commissioning Report submitted to Owner and includes items below • Deficiencies found during testing required by this section which have not been corrected at the time of report preparation • Deferred tests, which cannot be performed at the time of report preparation due to climatic conditions. I hereby c rtify th II requirements for Commissioning have been completed In accordance with the Washi a .tat ergy Code, including all items above. Bulldr g Owner or Owner's Representative Dtite ftECE IVED CITY OF TUiWWILA AUG 0 7 2014 '54M IT CENTER 2012 Washington State Energy Code FILE COPY Permit No. Structural Calculations Permit Submittal: Usher Properties REVIEWED FOR CODE COMPLIANCE APPROVED JUN 3 0 2014 City of Tukwila BUILDING DIVISION FRANK 12119 East Marginal Way S Tukwila, WA Client: Date: Project No: RECEIVED CITY OF TUKWILA JUN 252014 PERMIT CENTER McKinstry Co., LLC June 20, 2014 0015-2014-08 MI 130 4742 42nd Ave SW #297 I Seattle, WA 98116 1206.579.8160 I liz@frankcompany.com Seismic Design Loads (ASCE 7-10) for attachment of Mechanical Equipment at roof OCCUPANCY CAT. I IMP. FACTOR 1 SITE CLASS d Rp = 6.0 ap = 2.5 Ss= 1.511 S� = 0.567 Fa= 1.00 F„= 1.50 Sps= 1.007 So,= 0.567 FPuLT= FPASD= Vertical Design Criteria ASCE 7-10 IBC 2012 Equipment Weight RTU-1 & -2 curb adapter existing curb existing unit total existing wt total new wt Soil Bearing Table 1-1 Table 11.5-1 Table 20.3-1 Table 13.6-1 Table 13.6-1 Table 11.4-1 Table 11.4-2 0.504 xW 0.360 xW Loads 627 Ibs 217 Ibs 165 626 791 1009 2000 psf Eqn. 13.3-1 Lat Long 47.49534 -122.287 SEISMIC DESIGN CATEGORY D z/h 1.0 Fpmm= 0.30 xW Fpma,= 1.61 xW Dimensions 83.3 " long 47 " wide 36.4 " high 11.6.1.1 Project: Carter's Westwood Village Date: Project #: Design: Sheet: 6/20/2014 0015-2014-03 EAF Criteria 1 cI Wind Design Loads (ASCE 7-10) Ch. 29— Building Appurtances (rooftop equipment) Risk Category II Exposure B V= 110 Kd= 0.85 G= 0.85 Kam= 1.00 mph ultimate Table 26.6-1 section 26.9 section 26.8 Roof Angle = Ground to top of roof Bottom of roof to top of roof (mean roof height) h= Section 6.5.15.1 qh G Cr Af F„ = Pressures: Fh = qh G Cr Af Eqn. 29.5-2 qh 16.00 psf GC, 1.9Af<0.1Bh Af 21.1 ft"2 Fh = 640.1 Ibs F„ = qh G Cr A( Eqn 29.5-3 16.00 psf 1.5 Af<0.1Bh 27.2 ft^2 652.5 Lbs Ht Kh qh 0-15 0.57 12.76 20 0.62 13.88 25 0.66 14.77 30 0.7 15.67 40 0.76 17.01 max vertical projected area plan area qh based on eq 29.3-1 Kh from table 29.2-1 0 25 0 25 degrees ft ft ft Project: Carter's Westwood Village Date: 6/20/2014 Project #: 0015-2014-03 Design: EAF Sheet: Criteria 2 besign Maps Summary Report Page 1 of 2 LS Design Maps Summary Report User -Specified Input Report Title Usher Properties Fri June 20, 2014 21:54:24 UTC Building Code Reference Document ASCE 7-10 Standard (10% in 50 year values) (which utilizes USGS hazard data available in 2008) Site Coordinates 47.49534°N, 122.28678°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III 0Vashon mapqut USGS-Provided Output Ss = 1.511 g S1 = 0.567 g SMs- 1.511 g = 0.851 g S°s = 1.007 g S°1 = 0.567 g East Rai oHighlanc For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum 1.76 1.60 1.44 1.28 1.12 a 0.96 0.80 111 0.64 0.48 0.32 0.16 0.00 1.10 0.59 0.88 0.77 O� 0.66 H 0.55 0.44 0.33 0.22 0.11 0.00 Design Response Spectrum 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.80 2.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 Period. T (sec) Period. T (sec) For PGA„, TL, C,s, and CR1 values, please view the detailed reoort. 1.80 2.00 http://ehp2-earthquake.wr.usgs.gov/designmaps/us/summary.php?t... 6/20/2014 :53 PASSED MEMBER REPORT Level, Roof. Joist with mech unit it F R T E° 1 piece(s) 2 x 8 Hem -Fir No. 2© 24" OC 0 0 Overall Length: 8' 4" All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. �1 ! A) l� Y' Lirr 0 Design Results Actual 0 Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (Its) 595 @ 8' 1/2" 911 (1.50") Passed (65%) — 1.0 D + 1.0 S (All Spans) Shear (lbs) 501 @ 7' 5 1/4" 1251 Passed (40%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs) 1136 @ 4' 2 11/16" 1477 Passed (77%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Dell. (in) 0.066 @ 4' 1 15/16" 0.258 Passed (L/999+) -- 1.0 D + 1.0 S (All Spans) Total Load Dell. (in) 0.197 © 4' 2 3/16" 0.387 Passed (L/472) -- 1.0 D + 1.0 S (All Spans) • Damon criteria: LL (t/360) and TL (1/240). • Bracing (Lu): All compression edges (top and bottom) must be braced at 6' 3 7/16" o/c unless detailed othewise. Proper attachment and positioning of lateral bracing Is required to achieve member stability. • A 15% inaease in the moment capacity has been added to account for repetitive member usage • Applicable calculations are based on NDS 2005 methodology. Supports Bearing Length Loads to Supper (Ms) Accessories Total Available Required Dead Snow Total 1 - Hanger on 7 1/4" GLB beam 3.50" Hangers 1.50" 324 208 532 See note' 2 - Hanger on 7 1/4" GLB beam 3.50" Hanger' 1.50" 432 208 640 See note ' • At hanger supports, the Total Bearing dimension s equal to the width of the material that is supporting the hanger • 1 See Connector grid below for additional infomiatbn and/or requirements. System : Roof Member Type : Joist Building Use : Residential Building Code : IBC Design Methodology : ASD Member Pitch: 0/12 Connector: Simpson Stron Tie Connectors Support Model Seat Length Top rolls Face Nails Member rails Accessories 1 - Face Mount Hanger W26 1.50" N/A 6-l0d common 4-10d x 1-1/2 2 - Face Mount Hanger W26 1.50" N/A 6-10d common 4-10d x 1-1/2 Loads Location Spadng Dead (0.90) snow (1.15) Comments 1 - Uniform (PSF) 0 to 8' 4" 24" 15.0 25.0 Snow 2 - Uniform (PLF) 1' 8" to 8' 4" N/A 76.0 - Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser ecpre sly disdaims any other warranties related to the software. Refer to anent Weyerhaeuser literature for Installation details. (www.woodbywy.com) Accessories (Rim Board, Bloddng Panes and Squash Bloch) are not designed by this software. Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support Information have been provided by Forte Software 0perator Forte Software Operator Job Notes Elizabth Fekete Frank Co. • (2061579-8160 hz@frankcompany com SUSTAINABLE FORESTRY IMTIATIVE 6/20/2014 3:15:57 PM Forte v4.1, Design Engine: V5.7.0.245 usher properties.4te Panes 1 of 1 c-I PASSED (FORTE 0 MEMBER REPORT Level, Roof Flush Beam atmech unit 1 piece(s) 3 1/8" x 18" 24F-V4 DF Glulam 0 Overall Length: 25' 5 1/2* 24' All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. a 0 Design Results Actual 0 Location Allowed Resubt LOF Loral: Combination (Pattern) Member Reaction (lbs) 4213 @ 7 1/4" 9961 (7.50") Passed (42%) -- 1.0 D + 1.0 S (All Spans) Shear (Ibs) 3504 @ 2' 2 3/4" 11428 Passed (31%) 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-lbs) 24527 @ 12' 7 1/2" 38601 Passed (64%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Dell. (in) 0.569 @ 12' 8 3/4" 0.808 Passed (L/511) — 1.0 D + 1.0 S (All Spans) Total Load Den. (in) 0.950 @ 12' 8 3/4" 1.212 Passed (L/306) — 1.0 D + 1.0 S (All Spans) • Deflection cult a: LL (L/360) and TL (L/240). • Bracing (Lu): A0 compression edges (top and bottom) must be braced at 13' 6 3/4" o/c unless detailed otherwise. Proper attachment and positioning of lateral bradng is required to achieve member stability. • Critical positive moment adjusted by a volume factor of 0.99 that was calculated using length L = 24' 3". • The effects of positive or negative camber have not been accounted for when calculating deflection. • The specified glulam is assumed to have its strong laminations at the bottom of the beam. install with proper side up as indicated by the manufacturer. • Applicable calculations are baser! on NDS 2005 methodology. Supports Dearing length Loads to Supports (7bs) Accessories Total Available Required Dead Snow Total 1 - Stud wall - SPF 8.75" 7.50' 3.17" 1700 2546 4246 1 1/4" Rim Board 2 - Stud wall - SPF 8.75" 7.50" 3.17" 1700 2546 4246 1 1/4" Rim Board • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Loads Location Tributary Width Dead (0.90) Snow (1.15) Comments 1 - Uniform (PSF) 0 to 25' 5 1/2" 8' 15.0 25.0 Snow 2 - Point (lb) 21' 6" N/A - - System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC Design Methodology : ASD Member Pitch: 0/12 t) G— A fy Cu!v`it ! Weyerhaeuser Notes Weyerhaeuser warrants that the siring of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disdaims any other warranties related to the software. Reba to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Aooesaies (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software Is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design bads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Elizabth Fekete Frank Co. (2061579-8160 Iiz@frankcom pany. com Job Notes ? T� SUSTAINABLE FORESTRY INmATIVE 6/20/2014 3:18:59 PM Forte v4.1, Design Engine: V5.7.0.245 usher properties.4te Pane 1 of 1 PASSED 0 MEMBER REPO Level Roof Flush Beam at mech unit 1 piece(s) 3 1/ " x 18" 24F-V4 DF Glulam 0 Overall Length: 25' 51 /2" All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. a 0 Design Results Actual 0 Location Allowed Result LDF lead: Combinalion (Patten) Member Reaction (lbs) 4648 @ 24' 10 1/4" 9961 (7.50") Passed (47%) -- 1.0 D + 1.0 S (All Spans) Shear (Ibs) 3939 @ 23' 2 3/4" 11428 Passed.}g% 1.15 1.0 D + 1.0 S (All Spans) Pos Moment (Ft-lbs) 25382 @ 12' 10" 38601 Passed (66 1.15 1.0 D + 1.0 S (Alt Spans) Live Load Defl. (in) 0.569 @ 12' 8 3/4" 0.808 1/511) -- 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.988 @ 12' 9 1/2" 1.212 Passed (L/295) — C 1.0 0 + 1.0 S (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). • Bracing (Lu): All compression edges (top and bottom) must be braced at 12' 10 5/8" o/c unless detail d otherwise. Proper attachment and positioning of lateral bcadng Is required to arhseve member stability. • Critical positive moment adjusters by a volume factor of 0.99 that was calculated using length L = 24' 3". • The effects of positive or negative camber have not been accounted for when calculating deflection. • The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer. • Applicable calculations are based on NDS 2005 methodology. Supports Bearing length Loads to Supports (Ls) Accessories Total Available Required Dead Snow Total 1 - Stud wall - SPF 8.75" 7.50" 3.22" 1770 2546 4316 1 1/4" Rim Board 2 - Stud wall - SPF 8.75" 7.50" 3.50" 2135 2546 4681 1 1/4" Rim Board • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Loads Location Tributary Width Dead (0.90) Snow (1.1S) Comments 1 - Uniform (PSF) 0 to 25' 5 1/2" 8' 15.0 25.0 Snow 2 - Point (lb) 21' 6" N/A 505 - " fat Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to cunent Weyehaeuser literature for Instatlation details. (www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Biods) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator /1+ Forte Software Operator Elizabth Fekete Frank Co (206) 579-8160 Job Notes 5Z7 System : Roof Member Type : Rush Beam Building Use : Residential Building Code : IBC Design Methodology : ASD Member Pitch: 0/12 SUSTAINABLE FORESTRY INITIATIVE Ira3 6/20/2014 3:19:52 PM Forte v4.1. Design Engine: V5.7.0.245 usher properties.4te Project: Usher Properties Date: 6/20/2014 Unit: Unit Specifications: W B RTU 1009 Ibs 83.3 inches Seismic (allowable) Fp= Shear Fp= Overturning OTM= Fp x (h/2) MR= 0.36 xW 363.2 Ibs 6611 lb -in 0.6W x (bmin/2) 14226.9 lb -in D 47 inches H 36.4 inches Wind (allowable) Uplift F„= 392 lbs Shear Fh= 384 Ibs Overturning OTM = Fp x (h/2) 6990 lb -in MR= 0.6W x (burin/2) 14226.9 lb -in MR > OTM? yes MR > OTM? yes Connection Type SHEAR ONLY V= 384.1 lbs WIND CONTROLS T = C NA due to seismic overturning T*= 0 net wind uplift (total for all attachments) * net uplift considering 0.6W dead weight �.) or Lennox Industries Inc. - Product Submittal System ID: LANDMARK HIGH HEAT OPTION Package Model: KGA060S4D Description: PKGGE/5 TON150KB/230-3 HEATING PERFORMANCE Unit Type H/E LowInput H/E LowOutput H/E HighInput H/E HighOutput System HeatOutput Packaged Gas Electric 105000 (Btuh) 85500 (Btuh) 150000 (Btuh) 120000 (Btuh) 120000 (Btuh) Gas Supply Connection H/E Heat Rise AFUE/ ThermalEff Number of Heating Stages Gas Supply Pressure 0.50 (in.) 55.6 (°F) 82 2 7 (in.WC) COOLING PERFORMANCE Refrigerant ARI EER ARI SEER ARI Total Power ARI GrossTotalCool ARI NetTotalCool Coil GrossTotalCool Coil NetTotalCool Coil GrossSensCool Coil NetSensCool Tube/Fin Refrigerant Charge R-410A 11.0 13.0 5300 (W) 61800 (Btuh) 59000 (Btuh) 61935 (Btuh) 61935 (Btuh) 45109 (Btuh) 45109 (Btuh) 11 LBS. 0 OZ. Number Compressors Number of Cooling Stages Condensate Drain Size Cooling OutdoorDB Cooling OutdoorWB Cooling CondenserDB Cooling MixedDB Cooling MixedWB Coil DischargeDB Coil DischargeWB Unit DischargeDB Unit DischargeWB Coil MoistureRemoval System MoistRemoval 1 1 1.00 (in.) 95.0 (°F) 80.0 (°F) 95.0 (°F) 80.0 (°F) 67.0 (°F) 58.7 (°F) 57.0 (°F) 58.7 (°F) 57.0 (°F) 15.9 (lb/hr) 15.9 (lb/hr) SUPPLY FAN PERFORMANCE Supply AirFlow ExtStaticPress Supply SupplyFan NomPower Supply Fan Type SupplyDrive Speed 2042 (cfm) 0.60 (in.WC) 0.75 (hp) CAV Direct Drive HIGH TotalStaticPress Gas H/E Static Press Air Filter Qty Air Filter Length Air Filter Width Air Filter Thickness 0.66 (in.WC) 0.06 (in.WC) 4 16.0 (in.) 20.0 (in.) 2.0 (in.) ELECTRICAL Voltage Frequency System MCA System MOCP Compressors RLA Cooling FLA Total Unit Oper Range-Nom Voltage 208V 3Ph 60 (Hz) 25.0 (amp) 35 (amp) 13.5 (amp) 20.1 (amp) +/- 10% SupplyFan FLA CondensingUnit FLA CondenserFan Power 4.2 (amp) 2.4 (amp) 370 (W) DIMENSIONS Cabinet Width Cabinet Length Cabinet Height Total Weight 47.0 (in.) 83.3 (in.) 36.4 (in.) 627 (lb) Downflow Supply Length Downflow Supply Width Downflow Return Length Downflow Return Width 18.0 (in.) 20.0 (in.) 11.0 (in.) 29.0 (in.) SOUND Outdoor Sound Rating 82 (db) Project: 3000420982 Usher Properties Quote: 4000500141 Usher Properties Page 12 of 22 Last Changed: CHRIS GREGORY Prepared On: 2014-05-12 Phone:206-762-3311 .S R GCS16-511-661 1 PHASE VOLTAGE MODELS GCS16-613-663 3 PHASE VOLTAGE MODELS SPECIFICATIONS Model No. 8Z911(11�-i8 1301111411316 O1C:Si6611-136 OCslsala-125 OCM6l61-76 130111-06a76 \t- �OC81 Heating capacity input (Stuh) — Natural Gas 75,000 _ 125,000 75,000 1251000 Heating .. . output (Btuh) — Natural Gas 58,000 96,000 6O,000 96,000 Heating capacity input (Bah) — **LPG 87,600 112,600 87,600 112,500 Heating capacity output (Btuh) — **LPG 52,000 86,000 62,000 86,000 tA.F.U.E. Natural Gas 78.4% 78.3% 78.4% 18.3% **LPG 79.9% 78.5% 78.496 78.696 California Sesame) EfficiencyNatural Gas 72.7% 75.0% 72.7% 76.0% "LPG 73.7% 75.0% 72.316 76.0% .*ARI Standard 270 SRN (belt) 8.0 8.0 *ARI Total cooling c apaclk (Stub) 1 44,500 58,500 Standard Total unit watts 5410 8570 210/240 SEER (Btuh/Watts) 9.70 10.00 Ratings EER (8tuh/Watts) 8.80 8.90 Refrigerant (R-22) charge 6 I. 8 oz. 7 lbs. 0 oz. Evaporator Blower wheel nominal diameter x width (in.) 11-1A it 9 11-1/2 x 9 Blower Motor horaapower 3/4 3/4 Evaporator Net face arse (aq. ft. • , 6.3 112 C Tubs diem. (In.) 4t number of rows 3/8 — 2 3/8 — 2 oll Firs per inch 16 16 Net face Outer coil 14.3 14.3 Condenser area (ag. ft.),Inner col 5.9 13.7 Col Tubs deem. sin.) do number of rows 3/8 — 1.4 3/8 - 2 Fins per Inch 20 20 Diameter (In.) car numbs► of Wades 24 — 4 24 — 4 Condenser Air volume (dm) . . 3880 3770 Fen Motor horsepower - 1/4 1/4 Motor watts 340 360 Gas Supply Connection fpt (in.) — Natural &••LPG 1/2 1/2 , Recommended Gas Natural 7 7 Supply Preemie (wc. in.) J "LPG 11 11 Condamine drain sire mpt (in.) 3/4 3/4 Net weight of basic unit (lbs.) 680 520 530 15801� Shipping weight of basic unit (lbs.) 1 package 620 570 690 620 Electrical charactsriattca (60 hz) 208/230v — 80 hz — 1 or 3 phase or 480v — 60 hz — 3 phase **Optional LPG conversion kit , LB-82090DR 1 LB-820110GD I LB-82090DB ( LB-890200D Optional Lifting Luo Kit • LB. 212609 Optional Condenser Col Guards LBffi199CC Optional Down-f o Filter Adaptor Kk Model Number DF7b Number and sits -of flltes (In.) (1) 20 x 25 x 1 (polyurethane) Optional Outdoor Air Dampers titer media site (in.) (Manual) — (Net Weight) OAD1846 (12 lbs.) 8 x 17 x 1 Optional Roof Curb Power Entry Kit (conduit ale) 18H70 (112") Optional Roof Mounting Frame — (Net Weight) RMF18-41 (76 lbs.) or RMF18-86 (86 b.). ;5300 Optkrnat Economizer Dampers with Gravity Exhaust rhiods1 '3 position (Net Weight) REi1fD18.86 (86 ftJ, • 1- c. 0 No. Modukrti (Net Weight) REMDI8M-861) .. (. ? (-- - Number and size Indoor (1) 18 x 26 x 1 (polyurethane) of filters (In.) Outdoor (1) 18 x 26 x 1 leluminum mesh) Optional Horizontal Economizer Dampers Model 3 position (Net Weight) 6M0H18-06 (130 lbs.) . No. Modulati (Net Weight) EMDHIBM-85 (130 lbs.) Number and aim 1 Indoor (1) 18 x 25 x 1 & (1) 14 x 26 x 1 (fiberglass) of filters (In.) Outdoor (1) 8 x 25 x 1 (aluminum mesh) Optional Gravity Exhaust Dampers Net Weight) GEDH18.86 14 lbs.) Use with EMDH18 — Optional Ceiling Supply and Retum Air Diffusers (Net Weight) Step-down RTD9.86 (87 lbs.) . Rush F0986 (37 b.) Transition SRT184S (20 lbs.) Optional Controls Selection Buono-Mont/mica! Thermostat Controls W973 Controls W7400 Controls Pro-stat Thermostat Controls T7300 Thermostat Controls Optional Down-flo Units Cornrnercial Controls Box 23H14 tttCommerclal Controls Platform L Furnished and Factory installed tAnmrr Fuel Utilladon Efficiency breed on DOE we procedures and FTC Istrailng regdedor*. *Sound Rating Number sn aceardown with ARI Standard 270. 'Rated In amordsnce with ARI Sandard 210/240 and DOE; 9b"F outdoor es tntparamre and SWF cab/67°F wb entering evaporator air. "For LPG unite a field dunpsouer kit la wombed and mat be ordered antra tttFumWtsd es dtandsrd. Coulees of: factory ktsi hd controls system and e001wm6sr wiring harness. — 32g — CG PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M14-0130 DATE: 06/25/14 PROJECT NAME: USHER PROPERTIES SITE ADDRESS: 12119 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: A-7 Building 'vision Public Works AS\ AA 1116)-Grul Fire Prevention Fire Prevention Structural Planning Division Permit Coordinator ut PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 06/26/14 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: 07/24/14 Approved with Conditions kr Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 MCKINSTRY CO LLC Page 1 of 4 0 Washington State Department of Labor & Industries MCKINSTRY CO LLC Owner or tradesperson ALLEN, DEAN CHARLES Principals ALLEN, DEAN CHARLES, PARTNER/MEMBER MOORE, DOUGLAS JAMES, PARTNER/MEMBER ALLEN, DAVID EDWARD, PARTNER/MEMBER TEPLICKY, JOSEPH WILLIAM, PARTNER/MEMBER PEDERSEN, JAMIE D, AGENT Doing business as MCKINSTRY CO LLC WA UBI No. 602 569 922 PO BOX 24567 SEATTLE, WA 98134 206-762-3311 KING County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ........................................................................... Meets current requirements. License specialties GENERAL License no. MCKINCL942DW Effective — expiration 03/16/2006— 03/16/2016 Bond ................ WESTERN SURETY CO Bond account no. 929511574 $12,000.00 Received by L&I Effective date 09/02/2010 09/09/2010 Expiration date Until Canceled Bond history Insurance ....._............. Travelers Indemnity Company Th $2,000,000.00 Policy no. VTC2KCO5643B901IND14 Received by L&I Effective date 02/04/2014 01/31/2014 Expiration date 01/31/2015 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&l tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations .........................._______._. No license violations during the previous 6 year period. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602569922&LIC=MCKINCL942DW&SAW= 07/29/2014 48 11/16" 29 9/18" 14 7/16" b.- ORASIOLDMRD AIO TOUIRINCID PER AINI YI4JMI Itl Attn: Tag: 20W05 Digitally signed by Mark Hankm A pproval' opt cnAMeh Rankin, oAMoKlnstry Co., emaf=markhan6mckkrstry om, b.-US Date: curt us.au rn,.Y:n1 wr on 33 13/18" 22 15/18" EXISTING CURB LAYOUT 79 3/4" 2 1/4" ty t 22 5/18" 501/2" 5011/18" 30 1/16" 26 1118" 2 1/4" — RETURN SUPPLY 21/4" I 28 5/18" 70 1/2" Notes: 1. 1.5" ADDED TO OLD CURB O.D 2. MATERIAL: 16 pa. GALVANIZED STEEL 3. GASKET PROVIDED WITH CURB 4. INSULATION: 1" 1 1/2 LB DENSITY CURB SHOWN IS CDI STANDARD CONFIGURATION CDI RESERVES THE RIGHT TO CHANGE LAYOUT WITHOUT NOTIFICATION. IF CURB IS NEEDED IN A DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED PRIOR TO PLACING AN ORDER. 69" REVISIONS REV. DESCRIPTION DATE APPROVED 02 LOWERED CURB HEIGHT FROM 2D' TO 12" 3/30/07 41 1/2" 12" I� 52" 5" CD Model Number, Existing Unit New Unit Tonnage Supply Pressure Drop Rehm Pressure Drop 1-2005.2060 GCS/CHA/CHP 16511/653 LENNOX T CLASS A BOX 3 0.014 0.016 GC620/CHA20-411/653 3.5 0 019 0.022 4 0.025 0.029 0.039 0.045 0.057 0.065 CURS MIGHT (LSO APPROVALS OATS 164.68 "VERIY kale RHO CURB OD 'VERIFY SUPPLY AND RETURN OPENINGS NOTE ANY CHANGES "CALL WITH ANY QUE.T10Na FAX BACK IF DRAWING IS OK AS IS "" tooy clikkith Friday, February 0S, 2009 9: j6:10 AM "I" 17960 TYLER ST NW CDIELK RIVER, MN aBaao 87 3I1-778a (713)31114551 20W05 QUOTE #: gas seam 201N05-1.2005-2060 L erase 1:25 10Rlr: 1 or 3 OPTIONS: MATERIAL: 1Sga. GAL STEEL 1" 1.1/2LB DUCT INSULATION (R VALUE 3.85) GASKET PROVIDED WITH CURB 1 1/2" ADDED TO EXISTING CURB O.D. 48 11/18' 2918 14 7/18" —+i 2"TYP DP6NOOP(EO AND TOLSRENCEO PER ARAI Y14.141112 Attn: Tag: Approval: 33 13/16" 22 15/16" 79 3/4" 70 1/2" 1r 12� 22 5/16" i 50 /2 50 11/16" 30 1/16" —�- 28 1/16" —� 2 1/4" RETURN SUPPLY 28 5/16" EXISTING CURB LAYOUT REVISIONS REV. DESCRIPTION DATE AM ROVED 02 LOWERED CURD HEIGHT FROM 20" TO 12" 3/30/07 MWG OS REMOVED PART 014 AND ADDED 010 4/17/2007 MWG 04 UPDATED TOP BRACE SQE FROM 1" TO 2" CHANGE TO 1ROA 11/10/11 00 CURB SHOWN IS CDI STANDARD CONFIGURATIONCDI RESERVES THE RIGHT TO CHANGE LAYOUT WITHOUT NOTIFICATION. IF CURB IS NEEDED IN A DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED PRIOR TO PLACING AN ORDER. 69" 41 1/2" 52" T 12" CO Model Hunter Existing Unit New Unit 1-20252090 GCS/gWCHP 10-511/853 Ener3lnce A Box Tonnage 3 Supply Pressure Drop 0.009 Return Pressure Drop 0.014 GC820/CHA20- 411/653 3 to B Ton 3.5 0.012 0.019 4 0.015 0.024 0.024 0.039 0.034 0.055 CURS WRIGHT (OIL) APPROVALS DATE 216.87 ooliveres TESHIi Y kAN IINU CURB DD VERIFY SUPPLY AND RETURN OPENINOB NOTE ANY CHANGES CALL MTh ANY QUESTIONS FAX RACK IF DRAYWNO I qK AS IS Thursday, March 29, 20121' :18:24 AM %rer 1.1110. IA IR 17380 TYLER 8711YV CDI ELK jRIVER, '1M `0IN 61330 "M1e 20W06 QUOTE #: 1tiwit 20W05-1-2005-2060 rcuc 1:15 I neon. 1 or 3 HVAC SYMBOLS & ABBREVIATIONS DUCTWORK ACCESSORIES —i —> SUPPLY GRILLE —I +/V- RETURN OR EXHAUST GRILLE J BDD BACK DRAFT DAMPER VOLUME DAMPER WALL FIRE DAMPER --♦ FLOOR FIRE DAMPER v WALL FIRE/SMOKE DAMPER --0 FLOOR FIRE/SMOKE DAMPER © _ '® ZONE DAMPER QM MOTORIZED DAMPER ACCESS DOORS ACOUSTICALLY LINED DUCT R ELEV. CHANGE RISE(R) DROP(D) —DTRANSITION FLEXIBLE DUCT GRILLE/REGISTER/DIFFUSER CEILING SUPPLY AIR DIFFUSER (SHOWN WITH BLANK OFF) CEILING RETURN, EXHAUST OR TRANSFER AIR GRILLE PERFORATED FLOOR TILE EQUIPMENT TAG EF3-12 1 - EQUIP. # FLOOR # EQUIP. DESIGNATION ABBREVIATIONS ACT ACOUSTICAL CEILING TILE AD ACCESS DOOR AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT BDD BACKDRAFT DAMPER BOD BOTTOM OF DUCT BOP BOTTOM OF PIPE CLG CEILING CFM CUBIC FEET PER MINUTE COND CONDENSATE CRAC COMPUTER ROOM AIR CONDITIONING CT COOLING TOWER DB DRY BULB (E) EXISTING EAT ENTERING AIR TEMP. ECG EGGCRATE GRILLE EF EXHAUST FAN EXH EXHAUST F/SD FIRE, SMOKE DAMPER FCU FAN COIL UNIT GRD GRILLE, REGISTER, DIFFUSER HC HEATING COIL HVAC HEATING, VENTILATION AND AIR CONDITIONING LAT LEAVING AIR TEMP. GENERAL SYMBOLS NEW WORK EXISTING WORK DEMOLITION WORK DEMOLITION POINT CONNECTION POINT FLAT OVAL DUCT THERMOSTAT SENSOR CARBON MONOXIDE SENSOR MANUAL WALL SWITCH - DETAIL NUMBER - SHEET NUMBER REVISION NUMBER GENERAL NOTE VAV BOX TAG 1-23 S-C8-09-A 000 000 - FLOOR -BOX - EQUIPMENT TAG - PRIMARY CFM - FAN CFM GRD TAG DT8-180 CFM EACH SIZE TYPE CODE LD MOD MUA (N) NTS OA OBD QTY (R) RA RTU SA SL SLSM TG TOD TOP UH UNO VAV VD VER VFD VSD WB LINEAR DIFFUSER MOTOR OPERATED DAMPER MAKE UP AIR NEW NOT TO SCALE OVERALL; OUTSIDE AIR OPPOSED BLADE DAMPER QUANTITY RELOCATED RETURN AIR ROOF TOP UNIT SUPPLY AIR SOUND LINED SOUND LINED SHEET METAL TRANSFER GRILLE TOP OF DUCT TOP OF PIPE UNIT HEATER UNLESS NOTED OTHERWISE VARIABLE AIR VOLUME VOLUME DAMPER VERIFY VARIABLE FREQUENCY DRIVE VARIABLE SPEED DRIVE WET BULB PIPING & PLUMBING SYMBOLS & ABBREVIATIONS CD CDS - - - - - CDR ----- - ----CHR - - - - - CHS FITTINGS DN 10 UP II DN 101 UP CAP II WCO 0 FCO EQUIPMENT 4 OM IN One Min COND CDS CDR CHR CHS CW G HW HWC HWR HWS RL RS V V W W ELBOW DOWN ELBOW UP TEE DOWN TEE UP PIPE CAP BREAK SYMBOL WALL CLEANOUT FLOOR CLEANOUT PUMP SHOCK ARRESTOR 4 FLOW SWITCH -LJ FLOW METER PRESSURE GAUGE - 0 EXPANSION TANK E` I Y-STRAINER Q VALVES D�4 I1 MOTOR VALVE PRESSURE REDUCING VALVE CONTROL VALVE RELIEF VALVE BALL VALVE GATE VALVE BUTTERFLY VALVE CHECK VALVE SPRING LOADED CHECK VALVE CONDENSATE DRAIN PIPE CONDENSER WATER SUPPLY CONDENSER WATER RETURN CHILLED WATER RETURN CHILLED WATER SUPPLY COLD WATER NATURAL GAS HOT WATER HOT WATER RECIRC HOT WATER RETURN HOT WATER SUPPLY REFRIGERANT LIQUID LINE REFRIGERANT SUCTION LINE VENT ABOVE GROUND VENT UNDER GROUND WASTE ABOVE GROUND WASTE UNDER GROUND SLOPE FLOW DIRECTION REDUCER; INCREASER UNION FLANGE FLEX CONNECTION ❑o 11111 FD RD OFD FS AIRVENT AUTO AIRVENT MANUAL THERMOMETER PIPE SLEEVE FLOOR DRAIN ROOF DRAIN OVERFLOW DRAIN FLOOR SINK - 3-WAY MOTOR VALVE 3-WAY GATE VALVE DIAPHRAGM VALVE -DI PLUG VALVE ANGLE GLOBE VALVE -lam NEEDLE VALVE OI- BALANCING VALVE } \ HOSE BIBB GENERAL NOTES: 1. VERIFY LOCATIONS AND DIMENSIONS OF ALL EQUIPMENT AND COORDINATE ALL WORK PRIOR TO START OF CONSTRUCTION. 2. OBTAIN APPROVAL OF STRUCTURAL ENGINEER PRIOR TO INSTALLATION OFPENETRATIONS NOT PREVIOUSLY COORDINATED OR AGREED UPON, I.E. ANCHOR BOLT DEPTHS, ETC. 3. CONCRETE EQUIPMENT CURBS, PIPING RAT SLABS, SUMP BASINS, AND HOUSEKEEPING PADS ARE SHOWN FOR APPROXIMATE LOCATION AND SIZE AND ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. WHERE PROVIDED, REFER TO STRUCTURAL INFO FOR ADDITIONAL DETAILS. 4. COMPLETION AND COMMISSIONING FOR MECHANICAL SYSTEMS: A. COMPLETE SYSTEM COMMISSIONING PER WASHINGTON STATE ENERGY CODE SECTION C408.1. PROVIDE A COMMISSIONING PLAN, PRELIMINARY AND FINAL COMMISSIONING REPORTS TO THE OWNER PER C408.1.1, C408.1.2 AND C408.1.3.4. B. PROVIDE RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO THE OWNER(PER 2012 WASHINGTON STATE ENERGY CODE SECTION C408.1.3.1) C. PROVIDE TO THE OWNER ALL NECESSARY SYSTEMS DOCUMENTATION (PER 2012 WASHINGTON STATE ENERGY CODE SECTION C408.1.3.2) D. BALANCE ALL HVAC SYSTEMS AND PROVIDE TO THE OWNER A WRITTENBALANCING REPORT (PER 2012 WASHINGTON STATE ENERGY CODE SECTION C408.1.3.3) E. SYSTEMS/EQUIPMENT/CONTROLS FUNCTIONAL TESTING SHALL BE PERFORMEDIN ACCORDANCE WITH APPROVED PLANS (PER 2012 WASHINGTON STATE ENERGY CODE SECTION C408.2.2 AND C408.2.3). F. PERFORMANCE OF ALL NEW BUILDING MECHANICAL SYSTEMS WILL COMPLY WITH OR EXCEED THE MINIMUM REQUIREMENTS AS SET FORTH IN THE 2012 WASHINGTON STATE ENERGY CODE CHAPTER 3 - GENERAL REQUIREMENTS. 5. MINIMUM VENTILATION QUANTITIES WILL COMPLY WITH OR EXCEED THE 2012 INTERNATIONAL MECHANICAL CODE. 6. ALL MOTORS WILL COMPLY WITH CHAPTER 4 OF THE 2012 WASHINGTON STATEENERGY CODE. FOR ADDITIONAL DETAILS, SEE EQUIPMENT SCHEDULES CONTAINED WITHIN THIS DRAWING SET. 7. ALL SYSTEMS WILL BE INSULATED AS PRESCRIBED IN C403.2.7 AND C403.2.8 OF THE 2012 WASHINGTON STATE ENERGY CODE. FOR ADDITIONAL DETAILS, SEE DUCTWORK AND PIPING SPECIFICATION MATRICES CONTAINED WITHIN THIS DRAWING SET. 8. VERIFY THAT ALL NECESSARY INFORMATION HAS BEEN PROVIDED PRIOR TO CONNECTION OF EQUIPMENT FURNISHED BY THE OWNER OR OTHERS. 9. FOR ADDITIONAL SYSTEM AND EQUIPMENT SEISMIC REQUIREMENTS, REFER TO STRUCTURAL INFORMATION (WHERE PROVIDED) AND PROJECT SPECIFIC SEISMIC DESIGN INFORMATION SHEET CONTAINED WITHIN THIS DRAWING SET. AIR CONDITIONING UNIT SCHEDULE TAG # AC-1 & AC-2 MODEL # KGAO6OS4D BASIS OF DESIGN LENNOX SUPPLY FAN SUPPLY FAN TYPE FC SUP. FAN CONFIG. DRAW THROUGH SUPPLY CFM 2000 SUPPLY E.S.P. 0.75" SUPPLY BHP / HP 0.6 / 0.75 SUPPLY MOTOR EFFICIENCY CODE MIN. QUANTITY OF SUPPLY FANS 1 COOLING COOLING CAPACITY NET (Total/Sens) 61.95/ 45.2 COOLING COIL EAT (DB/WB) 80/67 UNIT LAT (DB/WB) 58.7 / 57 CODE MIN.SEER/UNIT SEER 1.0 HEATING HEATING COIL TYPE GAS INPUT CAPACITY (MBH) 105 OUTPUT CAPACITY (MBH) 84 ELECTRICAL VOLTAGE/PHASE 208 V/3ph UNIT MCA 25 UNIT MOCP 35 UNIT SIZE OVERALL HEIGHT 36.4" OVERALL WIDTH 47" OVERALL LENGTH 83.3" TOTAL WEIGHT 627 MISC. FILTER EFF. (%) 30% NOMINAL TONNAGE 5 AMBIENT TEMPERATURE 90 TYPE OF REFRIGERANT R-410A LOW AMBIENT OPERATION YES 100% AIRSIDE ECONOMIZER YES FACTORY CURB YES SITE BUILT CURB BY G.C. N/A SMOKE DETECTOR YES DISCONNECT BY ELEC. 110 V. SERVICE OUTLET WITHIN 25' BY ELEC. SOUND RATING (dbA @ARI STD 270) 82 Notes: 1.) FIELD COORDINATE EXACT UNIT LOCATION 2.) FOR TRADE COORDINATION REFER TO APPROVED EQUIPMENT SUBMITTALS LEGAL DESCRIPTION LOT D OF CITY OF TUKWILA SHORT PLAT NO L 92-0102 RECORDING NO 9303291349 AND RE-RECORDING NO 9305111854 SAID SHORT PLAT DAF - POR OF GOV LOT 15 IN SW 1/4 OF SECTION 10-23-04 - BEGIN NW COR OF SW 1/4 OF SECTION 10-23-04 TH S 29.35 FT TO S MGN OF EASEMENT RECORDED IN VOL 590 PAGE 411 TH E ALONG S MGN 820 FT TH S 421.15 FT S MGN 820 FT TH S 421.15 FT TO WLY MGN OF PACIFIC HIGHWAY TH S 13-05-00 E 90.53 FT M/L TO ELY BDRY OF GOV LOT 15 TH S 00-04-10.3 E 280.75 FT M/L TO NLY BDRY OF PLAT OF RIVERSIDE INTERURBAN TRACTS TH WLY ALONG SAID S MGN 495.65 FT M/L TO A LINE PLT & 820 FT FROM W BDRY OF SECTION 10 TH N ALONG SAID PLL LINE 376.01 FT TO POB PARCEL NUMBER: 102304-9075 NOTES: 0 REMOVE EXISTING 5-TONS GAS PACK AIR CONDITIONING UNIT AND REPLACE WITH NEW UNIT. SEE STRUCTURAL DRAWING FOR LOCATION OF NEW UNITS. O2 CONNECT NEW 1/2" GAS LINE TO EACH UNIT. O3 FIELD MODIFY CONNECTION OF EXISTING SUPPLY AND RETURN DUCT TO NEW UNIT. (DOWN FLOW) SE".''"P'iTE PEAf'A T .D FOR: arritimbrlj9 i ofT• '- - DIf�C r. REVISIONS No char gel shell he made to the scope Of v 'rithc,,,: prior approval of •' ik'. r a Building Division. NOTE: Re :s;c,3 will require a new plan submittal and map' i;,;ude additional plan review fees. r AREA OF WORK SITE MAP FILE COPY Permit Nos M I — 0143° Plan review approval Is sub oct to errors and omissions. Approval of construction documents does not authorize the vioiatlon of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By: \ Date: City of Tukwila BUILDING DIVISION VICINITY MAP ED REVIEWED FOR CODE COMPLIANCE APPROVED JUN 3 0 2014 kt V�f` City of Tukwila BUILDING DIVISION ILf RECEIVED CITY OF TUKWILA JUN 2,6 2014 PERMIT CENTER i For Th PROJECT: instry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G 503-331-0234 PORTLAND, OR 97220 www.mckinstry.com USHER PROPERTIES RTU REPLACEMENT 12119 E MARGINAL WAY S TUKWILA WA REGISTRATION: REVISIONS: 06/23/14 MECHANICAL PERMIT NO. DATE DESCRIPTION McKINSTRY DIVISION: ENGINEERING DESIGNED BY: AS DRAWN BY: LC CHECKED BY: MM JOB NUMBER: 80177 DATE: 06/23/14 SCALE: AS SHOWN SHEET TITLE: SYMBOLS, ABBREVIATIONS, GENERAL NOTES, LEGAL DESCRIPTION, VICINITY MAP, SITE MAP & SCHEDULE SHEET NUMBER: MOIO Copyright © 2014 Frank Co - ajl rights reserved General Structural .Notes The Following Apply Unless Noted Otherwise on the Drawings CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2012 EDITION). 2. DESIGN LOADING CRITERIA: OFFICES FLOOR LIVE LOAD 50 PSF ROOF ROOF LIVE LOAD 25 PSF MISCELLANEOUS LOADS MECHANICAL UNITS WEIGHTS FURNISHED BY MANUFACTURER ENVIRONMENTAL LOADS SNOW Ce=1.0, Is=1.0, Ct=1.1, Pg=25 PSF, Pf=20 PSF WIND Iw=1.0, GCpi=0.18, 110 MPH, EXPOSURE "B" EARTHQUAKE ANALYSIS PROCEDURE: NON-STRUCTURAL COMPONENTS SITE CLASS=D, Ss=1.51, Sds=1.01, S1=0.57, SD1=0.57, SDC D, Ip=1.0, Ap=2.5 Rp=6.0 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. MECHANICAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE MECHANICAL CONTRACTOR, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. 4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE CONTRACTOR. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-02 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION". 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE MECHANICAL AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. ALL TYPICAL DETAILS AND NOTES SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO FIELD USE. GEOTECHNICAL 9. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. ALLOWABLE SOIL PRESSURE 2000 PSF RENOVATION 10. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF, 11. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 12. CONTRACTOR SHALL CHECK FOR DRYROT AT ALL AREAS OF NEW WORK. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. WOOD 13. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS 2X & 3X MEMBERS) HEM -FIR NO. 2 AND BEAMS: MINIMUM BASE VALUE, Fb = 850 PSI STUDS, PLATES & MISC. FRAMING: DOUGLAS-FIR-LARCH OR HEM -FIR NO. 2 14. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-2013, EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD CARRYING CAPACITY. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. 15. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE 6d 8d 10d 12d 16d LENGTH 2" 2-1/2" 3" 3-1/4" 3-1/4" DIAMETER 0.113" 0.131" 0.148" 0.148" 0.131" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION)FOR REVIEW AND APPROVAL. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (2005 EDITION) WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. 16. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC "TIMBER CONSTRUCTION MANUAL" AND THE AF&PA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION". MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304.9.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. (2) BENT PL 16GA EACH SIDE OF UNIT 1'-0" MAX FROM CORNERS W/ (2) No. 8 SCREWS EACH LEG [(8) TOTAL PER UNIT] No. 8 SCREWS @12"oc ALL SIDES 4.4 1-TYPICAL DETAIL 24.0 ft (E) GL 2-5/8 X 18 RTU BY OTHERS (627#) (E) MANUF CURB & ADAPTER BY OTHERS (382# TOTAL) (E) BEAM PER PLAN p1 cc W 01 Cc Cf3' 5 J w N N wI New RTU By Others (627#) (E) GL 2-5/8 X 18 0 cci (E) CONCRETE WALL TYPICAL ROOF FRAMING PLAN AT NEW RTU REVIEWED FOR CODE COMPLIANCE APPROVED JUN 3 0 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUN 2, 5 2014 PERMIT CENTER •Ff2ANK•co• structural engineering 4742 42nd ave. sw, #297 seattle, wa 98116 206.579.8160 11111111 Project: Usher Properties 12119 E Marginal Way S Tukwila, WA Client: McKinstry Co. 5005 3rd Avenue South Seattle, Washington 98124 Frank Co. Project No.: 0015-2014-08 EAF Drawn: EAF Design: Approved: EAF Issue: Date: Permit June 20, 2014 Revisions: MEM EEO Sheet Contents: BEE NOVI General Structural Notes, Plan & Detail Scale: Sheet No.: NA s1.o