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Home My WebLink AboutPermit M19-0057 - SHASTA BEVERAGES / QUALITY CONTROL LAB - ROOF MOUNTED HVAC AND A/C UNITSSHASTA BEVERAGES, INC QC LAB 1227 ANDOVER PARK W FINALED 09/22/2020 M19-0057 Parcel No: ��^�v« ^�� Tukwila "~U~�x�o nU�n^��Uoa Department of Community Development 63D05outhcenusrBoulevard, Suite #1OV Tukwila, Washington 98108 Phwne:206'431'367O Inspection Request Line: 3U6'438'93SO Web site: http://www.TukwilaWA.gov 3523049072 1]27ANDOVEKPARK E MECHANICAL PERMIT Project Name: SHASTA BEVERAGES, INC - QC LAB Permit Number: Issue Date: Permit Expires On: M 19-0D7 6/3/IOl9 ll/3O/ZOl9 Owner: Contact Person: Name: Address:, Contractor: License No: Lender: Name: Address: NATIONAL BEVERAGE CORP 8100SVV10TMSTSTEA000' PLANTATION, WA, 3]3Z4 DAV|DKEHLE l9l68ONA|RDRSW, SEAlTLE,WA, 98116 ''' ''' Phone: Expiration Date: DESCRIPTION OFWORK: INSTALL NEW ROOF MOUNTED HVACUNIT FOR CONTROL ROOM QUALITY CONTROL AND IWALL MOUNTED DA|K|NAIR CONDITIONING UNIT, Valuation ofWork: $40\000.00 TypeofWork:NEW Fuel type: GAS Fees Collected: $73472 Electrical Service Provided by: PUGETSOUND ENERGY Water District: TUKVV|LA Sewer District: TUKVV|L4 Current Codes adopted bVthe City mfTukwila: International Building Code Edition: International Residential Code Edition: international Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Permit Center Authorized Signature: 208 20152015 2015 2015 National Electrical Code. WA Cities Electrical Code: VVA[Z96-46Q: Code: 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 attached to this permit. Signature: Print Name: Date: 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: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 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: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1800 MECHANICAL FINAL 0609 PIPE/DUCT INSULATION 0701 ROUGH -IN MECHANICAL CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http //www TukwilaW A . gov Mechanical Permit No. M A - 0057 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 352304-9072 King Co Assessor's Tax No.: 1 Site Address: 1227 Andover Park East Suite Number: Floor: Tenant Name: Shasta Beverages, Inc PROPERTY OWNER Name: Shasta Beverage, Inc Address: 1227 Andover Park East City: Tukwila, State: WA Zip: 98158 CONTACT PERSON — person receiving all project communication Name: David Kehle Address: 1916 Bonair Dr SW City: Seattle State: WA Zip: 98116 Phone: 206-433-8997 Fax: 206-246-8369 Email: dkehle@dkehlearch.com New Tenant: El Yes gi MECHANICAL CONTRACTOR ENFORMATION Company Narne: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of project (contractor's bid price): $ 40,000 Describe the scope of work in detail: Install new roof mounted HVAC unit for control Room Quality Control and 1 wall mounted Daikin air conditioning unit Use: Residential: New Replacement Commercial: New Replacement Fuel Type: Electric..... Gas Other: HAApplicatinris \Forros-Applicatiens�, Linck2016 ApplicalintnaMechanical Permit Application Revised 1-4-16_docx Revised: January 2016 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Fumace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit 2 >10,000 cfm 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 Noise: Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can be heard from within a house at night in a residential zone it may not be allowed. For more details, see TMC 8.22 District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 dB(A) 60 dB(A) Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) 65 dB(A) 70 dB(A) *Daytime means 7AM-10PM, Monday through Friday and 8AM-10PM, Saturday, Sunday and State -recognized holidays. A few sounds are exempt from the noise code, including: Warning devices; • Construction and property maintenance during the daytime hours (7am-lOpm); • Testing of backup generators during the day. 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 OWNER OR AUT ORI 1U NT: Signature: D Print Name: David Kehle Date: 04/03/2019 Day Telephone: 206-433-8997 Mailing Address: 1916 Bonair Dr SW Seattle WA 98116 City State Zip HAApplicationsWorms-Applie-alions On Line \201 6 ApplicationsWechanical Permit Application Revised 1-4-16.docx Revised: January 2016 bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT E QUANTITY :,I PAID PermitTRAK $216.30 ...................... IVM19-0057 Address: 1227 ANDOVER PARK E 23049071. 72:10 Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 MECHANICAL $70.00 ADDITIONAL PLAN REVIEW R000.345.830.00.08 1.00 70.00 M19-0088 Address: 1227 ANDOVER PARK E Apn: 3523049072 $72.10 Credit Card Fee $2.10 Credit Card Fee 1000.369.908.00.00 0.00 $2.10 MECHANICA 70.00 ADDITIONAL PLAN REVIEW R000.345.830.00.08 1.00 70.00 PG19-0122 Address: 1227 ANDOVER PARK E Apn: 3523049072 $72.10 Credit Card Fee $2.10 Credit Card Fee R000 369.90 .00.00 0.00 2.10 PLUMBING $70.00 ADDITIONAL PLAN REVIEW R000.345.830.00.00 1.00 $70.00 TOTAL FEES PAID BY RECEIPT: R20679 $216,30 Date Paid: Tuesday, May 05, 2020 Paid By: DAVID KEHLE Pay Method: CREDIT CARD 04874D Printed: Monday. Mav 11. 2020 11:56 AM 1 of 1 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $1,329.57 D19-0106 Address: 1227 ANDOVER PARK E Apn: 3523049072 $823.43 Credit Card Fee $23.98 Credit Card Fee R000.369.908.00.00 0.00 $23.98 DEVELOPMENT $799.45 PLAN CHECK FEE R000.345.830.00.00 0.00 $799.45 EL19-0287 Address: 1227 ANDOVER PARK E Apn: 3523049072 277.50 Credit Card Fee $8.08 Credit Card Fee R000.369.908.00.00 0.00 $8.08 ELECTRICAL $269.42 PLAN CHECK FEE R000.345.832.00.00 0.00 $269.42 M19-0057 Address: 1227 ANDOVER PARK E Apn: 3523049072 144.69 Credit Card Fee $4.21 Credit Card Fee R000. 69.908.00.00 0.00 $4.21 MECHANICAL $140.48 PLAN CHECK FEE R000.322.102.00.00 0.00 $140.48 PG19-0052 Address: 1227 ANDOVER PARK E Apn 3523049072 $83.95 Credit Card Fee $2,45 Credit Card Fee R000. 69.90 .00.00 0.00 $2.45 GAS $25.75 PLAN CHECK FEE R000.322.103.00.00 0.00 $25.75 PLUMBING $55.75 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R17324 R000.322.103.00.00 0.00 $55.75 $1,329.57 Date Paid: Wednesday, April 03, 2019 Paid By: NICHOLAS HEATON Pay Method: CREDIT CARD 003231 Printed: Wednesday, April 03, 2019 2:38 PM 1 of 1 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $19,038.05 D19-0094 Address: 1227 ANDOVER PARK E Apn: 3523049072 $346.97 DEVELOPMENT $334.37 PERMIT FEE R000.322.100.00.00 0.00 $252.03 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 STRUCTURAL CONSULTANT R000.345.830.01.00 0.00 $57.34 TECHNOLOGY FEE $12.60 TECHNOLOGY FEE R000.322.900.04.00 0.00 $12.60 D19-0099 Address: 1227 ANDOVER PARK E Apn: 3523049072 $2,645.01 DEVELOPMENT $2,519.37 PERMIT FEE R000.322.100.00.00 0.00 $2,512.87 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $6.50 TECHNOLOGY FEE $125.64 TECHNOLOGY FEE R000.322.900.04.00 0.00 $125.64 D19-0100 Address: 1227 ANDOVER PARK E Apn: 3523049072 $3,701.31 DEVELOPMENT $3,526.25 PERMIT FEE R000.322.100.00.00 0.00 $3,501.25 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $175.06 TECHNOLOGY FEE R000.322.900.04.00 0.00 $175.06 D19-0106 Address: 1227 ANDOVER PARK E Apn: 3523049072 $1,596.24 DEVELOPMENT $1,534.74 STRUCTURAL CONSULTANT R000.345.830.01.00 0.00 $279.81 PERMIT FEE R000.322.100.00.00 0.00 $1,229.93 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $61.50 TECHNOLOGY FEE R000.322.900.04.00 0.00 $61.50 D19-0112 Address: 1227 ANDOVER PARK E Apn: 3523049072 $289.63 DEVELOPMENT $277.03 PERMIT FEE R000.322.100.00.00 0.00 $252.03 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $25.00 TECHNOLOGY FEE $12.60 TECHNOLOGY FEE R000.322.900.04.00 I 0.00 I $12.60 Date Paid: Wednesday, April 17, 2019 Paid By: SHASTA BEVERAGES Pay Method: CHECK 596962 Printed: Wednesday, April 17, 2019 10:33 AM 1 of 3 SYSTEMS Receipt Number DESCRIPTIONS I PerrnitTRAK ACCOUNT I QUANTITY PAID $19,038.05 EL19-0260 Address: 1227 ANDOVER PARK E Apn: 3523049072 $3,121.37 ELECTRICAL $2,972,73 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $2,972.73 TECHNOLOGY FEE $148,64 TECHNOLOGY FEE R000.322.900.04.00 0.00 $148.64 EL19-0270 Address 1227 ANDOVER PARK E Apn: 3523049072 $1,808.66 ELECTRICAL $1,722.53 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0,00 $1,722.53 TECHNOLOGY FEE $86.13 TECHNOLOGY FEE R000.322.900.04.00 0.00 $86.13 EL19-0287 Address: 1227 ANDOVER PARK E Apn: 3523049072 $1,131.57 ELECTRICAL $1,077.69 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $1,077.69 TECHNOLOGY FEE $53.88 TECHNOLOGY FEE R000.322.900.04.00 0 00 $53.88 EL19-0310 Address: 1227 ANDOVER PARK E Apn: 3523049072 $291.08 ELECTRICAL $277.22 PERMIT FEE IVIULTI-FAM/COMM R000.322.101.00.00 0.00 $277.22 TECHNOLOGY FEE $13.86 TECHNOLOGY FEE R000.322.900.04,00 0.00 $13.86 M19-0048 Address: 1227 ANDOVER PARK E Apn: 3523049072 $643,84 MECHANICAL $613.18 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 aoa $33.15 PERMIT FEE R000.322.100.00.00 0,00 $580.03 TECHNOLOGY FEE $30.66 TECHNOLOGY FEE R000.322.900.04.00 0.00 $30.66 M19-0049 Address: 1227 ANDOVER PARK E Apn: 3523049072 $1,394.27 MECHANICAL $1,327.88 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $1,294,73 TECHNOLOGY FEE $66.39 TECHNOLOGY FEE R000.322.900.04.00 0,00 $66.39 Date Paid: Wednesday, April 17, 2019 Paid By: SHASTA BEVERAGES Pay Method: CHECK 596962 Printed: Wednesday, April 17, 2019 10:33 AM 2 of 3 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $19,03805 M19-0052 Address: 1227 ANDOVER PARK E Apn: 3523049072 $791.37 MECHANICAL $753.69 PERMIT ISSUANCE BASE FEE 8000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $720.54 TECHNOLOGY FEE $37.68 TECHNOLOGY FEE 1 8000.322.900.04.00 0.00 $37.68 M19-0057 Address: 1227 ANDOVER PARK E Apn: 3523049072 $590.03 MECHANICAL $561.93 PERMIT ISSUANCE BASE FEE 8000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $528.78 TECHNOLOGY FEE $28.10 TECHNOLOGY FEE R000.322.900.04.00 0.00 528,10 PG19-0049 Address: 1227 ANDOVER PARK E Apn: 3523049072 $344.40 PLUMBING $328.00 PERMIT FEE R000.322.100.00.00 0.00 $293.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 TECHNOLOGY FEE $16.40 TECHNOLOGY FEE 8000.322.900.04.00 0.00 $16.40 342.30 PG19-0052 Address: 1227 ANDOVER PARK E Apn: 3523049072 , GAS $103.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 PERMIT FEE R000.322.100.00.00 0.00 $68.00 PLUMBING $223.00 PERMIT FEE R000.322,100.00.00 0.00 5188.00 PERMIT ISSUANCE BASE FEE 8000.322.100.00.00 0.00 535.00 TECHNOLOGY FEE $16.30 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17421 8000.322.900.04.00 0.00 $16.30 $19,038.05 Date Paid: Wednesday, April 17, 2019 Paid By: SHASTA BEVERAGES Pay Method: CHECK 596962 Printed: Wednesday, April 17, 2019 10:33 AM 3 of 3 SYSTEMS CO TUKWILA ETRAKIT 6200 SOUTH[ENTER DLVD TUKWzL^' WA 98188 206'433-1870 CITY OF TVKWILu 0017]40080802]74464500 Date: 04/03/2019 03:38:08 PM CREDIT CARD SALE VISA CARD NUMBER: **********9037 K Tn«w AMOUNT: $I'3I9.57 APPROVAL [o: 00323I RECORD #: 088 [Lexx ID: kandace X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy PLIJMP ENGINEERING INC, STRUCTURAL CALCULATIONS :11a3ROCON DEVELOPMENT INC. Client: Project: Shasta Beverages Inc. — Q.A. Lab Location: 1227 Andover Park East, Tukwila, WA 98188 Building Code: 2015 P ump Fi Revisions: No: S 19 2097 By: B.G.H. Date arch 19, 2019 Delta 3 — Field Revisions — 02/13/20 lculations not valid unle d and sealed in space above. 02/13/20 ••••••••mm...01.1.1%/ REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 4 2020 City of Tukwila BUILDING DIVISION lq 0057 914 E. Katella Avenue, Anaheim, CA 92805 (714) 385-1835 Fax (714) 385-1834 RECEIVED CITY OF TUKWILA MAR 1 0 2020 PERMIT CENTER Inc 11,4illiti le: www.peica.com DESIGN LOADS: PLUMP Engineering, Inc. 914 E. KateIla Ave. Anaheim, California 92805 P:714.385.1835 x 113 F:714.385.1834 DEAD LOAD FLOOR: FLOORING 3.00 psf PLYWOOD = 1.50 psf TRUSSES = 3.00 psf INSULATION 1.00 psf MECHANICAL = 1.50 psf CEILING 1.00 psf misc. 1.00 psf TOTAL 12.00 psf LIVE LOAD STORAGE 100.00 psf RedSpec" by RedBuilt"" v7.1.6 Project: Project Location: Shasta Tukwila - QA Lab Folder: Folder Date: 3/19/19 5;Q1 PM Designer: BGH Comment: Type: Type copy 16" Red-I65TM @ 16" o.c. This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS Design Allow. DOL Combination Pattern Pass/Fail Shear (Ib) 59% 1653 2810 Floor(100%) 1.0D+1.0L All Spans PASS Positive Moment (ft-Ib) 99% 9137 9210 Floor(100%) 1.0D+1.0L Afl Spans PASS DEFLECTIONS (in) % Design Allow. Design Allow. Combination Pattern Pass/Fail Span Live 99% 0.700 0.708 L / 364 L / 360 1.0D+1.0L All Spans PASS Span Total 79% 0.839 1.063 L / 304 L / 240 1,0D+1.0L Al) Spans PASS FloorChoice"^ Ratng: 3.7 Performance rating is based on: 24 oc (23/32", 3/4") sheathing, nailed only, simple span, rigid supports. RedSpec has not performed a structural analysis of the sheathing. SUPPORTS Support 1 Support 2 Live Reaction, Critical (Ib) (DOL%) 1417 (100) 1417 (100) Dead Reaction (Ib) 237 237 Total Reaction (Ib) (DOL%) 1653 (100) 1653 (100) Bearing Bottom Bottom Support Wall Wall Req'd Bearing, No Stiffeners (in) 2.70 2.70 Req'd Bearing, Stiffeners (in) 1.75 1.75 SPANS AND LOADS Dimensions represent horizontal design spans. 21'- 3.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Floor(100%) 100 12 0 16" Floor Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Point lb Floor(100%) 0 133.3 10-7.5" Adds To Mech'I Unit (400#/3) NOTES • Building code and design methodology: 2015 IBC ASD (US). • Deflection analysis is based on composite action with 24 oc (23/32", 3/4") sheathing, nailed only. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • Live load deflection meets code but may not meet RedBuilt" recommendations. JAProcon Development\Shasta Tukwila WA 15.1810010 Shasta - Tukwila, WA - Lab\Engineering \Floor Joist.red 3/19/2019 5:01:02 PM Project : Folder : Type copy Page 1 of 1 The products noted are intended for interior, untreated, non -corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt" recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS, RedBuiltm, RedSpec", Red -I", Red-I45", Red-145L"", Red-I58", Red-165", Red-I65T", Red-190", Red-190H", Red-190HST", Red-L", Red -LT", Red- W", Red-S", Red -MT", Red -HT", RedLam"", FloorChoice" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright C) 2010-2017 RedBuilt LLC. All rights reserved. Plump Engineering, Inc. 914 E. KateIla Ave. Anaheim, CA 92805 Phone: (714) 385-1835 d tru Fax: (714) 385-1834 PCOMIP ONGIPIet1104.40 /NC. Project Title: Shasta Engineer: BGH Project ID: S.1810010 Project Descr: Lab Printed: 19 MAR 2019, 5 ioPM Wood Beam iliEnttEKW:W00161,1, Description : (N) Header CODE REFERENCES File= PAENERCALDs,1810010.ec5 ENERCALC, Il 10. V,Licenseel,:*PILUMP,ENGINEERINGIIN Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species : Douglas Fir - Larch Wood Grade : No.1 Beam Bracing ; Completely Unbraced Fb + 1,200.0 psi E : Modulus of Elasticity Fb - 1,200.0 psi Ebend- xx 1 ,600.0ksi Fc - Prli 1,000.0 psi Eminbend - xx 580.0ksi Fc - Perp 625.0 psi Fv 170.0 psi Ft 825.0 psi Density 31.210pcf (0.045) D 0.1 5 L(0.9125) 6x6 Span = 4.0 ft Applied Loads 1 Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load : D = 0.0120, L = 0.10 ksf, Tributary Width = 9.125 ft, (Floor) Uniform Load: D = 0.0150 ksf, Tributary Width = 3.0 ft, (Wall) DESIGNSUMMARY _ Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.774 1 6x6 929.18 psi 1,200.00 psi 2.000ft Span # 1 0.043 in 0.000 in 0.051 in 0.000 in Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = Maximum Forces & Stresses for Load Combinations 1107 >=360 0 <360 941 >=240 0 <240 Design OK 0.485 : 1 6x6 82.38 psi 170.00 psi +D-4.+1-1 3.547 ft Span # 1 Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN C I Cr Cm C t cL Moment Values M fb Shear Values V fv Fv +D+H Length = 4.0 ft +D+L+H Length =- 4.0 ft +D+Lri+1 Length = 4.0 ft +0+S+H Length =- 4.0 ft +D+0.750Lr+0.750L+4-1 1 0.129 0.081 1 0.774 0.485 1 0.093 0.058 1 0.101 0.063 0.90 1.000 1.000 1.00 1.000 1.000 1.25 1.000 1.000 1.15 1.000 1.000 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.32 139.40 2.15 929.18 0.32 139.40 0.32 139.40 0.00 1080.00 0.00 1200.00 0.00 1500.00 0.00 1380.00 0.00 0.00 0.25 0.00 1.66 0.00 0.25 0.00 0.25 0.00 0.00 12.36 0.00 82.38 0.00 12.36 0.00 12.36 0.00 0.00 153.00 0.00 170.00 0.00 212.50 0,00 195.50 0.00 Plump Engineering, Inc. 914 E. KateIla Ave. Anaheim, CA 92805 Phone: (714) 385-1835 cru Fax: (714) 385-1834 PLOP', • MCINCERING 1.4C Project Title: Shasta Engineer: BGH Project ID: S.1810010 Project Descr. Lab Printed: 19 MAR 2019. 5 10PM Wood Beam wer116:,Kw=o6oai 61 1 4444.A*4104iik 4.7 Description : N Header Load Combination Max Stress Ratios Segment Length Span # M v C C FN Ci Cr Cm C C _ t L M th Fb File= P:IENERCALD.s.1810010_er6 Software N C, INC.1983-2018, ij-AzLicensee PLUMP,.ENGINEERINGJN Moment Values Shear Values V fv Fv Length = 4.0 ft 1 0,488 0.305 1.25 1.000 1.00 1.00 1.00 1.00 1.00 1.69 731.73 1500,00 1.31 64.87 212.50 40+0.750L+0.750S41 1.000 1.00 1.00 1.00 1.00 1.00 0,00 0.00 0.00 0.00 Length = 4.0 ft 1 0.530 0.332 1.15 1.000 1,00 1.00 1.00 1.00 1.00 1.69 731.73 1380,00 1.31 64.87 195.50 +0+0.60W+H 1.000 1.00 1.00 1.00 1,00 1.00 0.00 0.00 0.00 0.00 Length 4.0 ft 1 0.073 0.045 1.60 1,000 1.00 1.00 1.00 1.00 1.00 0.32 139.40 1920,00 0.25 12.36 272.00 +0+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.073 0.045 1,60 1.000 1.00 1.00 1.00 1.00 1.00 0.32 139.40 1920.00 0.25 12.36 272.00 +0+0.750Lr+0.7501+0.450W41 1.000 1.00 1.00 1.00 1.00 1.00 0.00 OM 0.00 0,00 Length = 4.0 ft 1 0.381 0,239 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.69 731.73 1920.00 1.31 64,87 272.00 +0+0.750L+0,750S+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.381 0.239 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.69 731.73 1920.00 1.31 64.87 272,00 +040.750L+0.7505+0.5250E+41 1.000 1.00 1.00 1,00 1.00 1.00 0.00 0.00 0.00 0,00 Length = 4.0 ft 1 0.381 0.239 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.69 731.73 1920.00 1.31 64.87 272.00 +0.600+0.60W+0.60H 1.000 1,00 1.00 1.00 1.00 1,00 0.00 0,00 0.00 0.00 Length = 4.0 ft 1 0.044 0.027 1.60 1.000 LA 1.00 1.00 1.00 1.00 0.19 83.64 1920.00 0.15 7.41 272.00 40.600+0.70E+0.60H 1.000 1.00 1.00 1.00 1,00 1.00 0.00 0.00 0.00 0.00 Length = 4.0 ft 1 0.044 0.027 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.19 83.64 1920.00 0.15 7.41 272.00 Overall Maximum Deflections Load Combination Span Max. Defl Location in Span Load Combination Max. Defl Location in Span +D+L+H 1 0.0510 2.015 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.147 2.147 Overall MINimum 1.825 1.825 +D+H 0.322 0.322 +0+L+H 2.147 2.147 +0+Lr+11 0.322 0.322 +0+S4I 0.322 0.322 +0+0.750Lr+0.750L+11 1.691 1.691 +43+0.750L+0.750S+FI 1.691 1.691 +D+0.60W+H 0.322 0.322 +D+0.70E+H 0.322 0.322 +D+0,750Lr+0.750L+0.450W+H 1.691 1.691 +0+0.750L+0,750S+0.450W41 1.691 1.691 +D+0.750L+0.750S+0.5250E+H 1.691 1.691 +0.60D+0.60W+0.60H 0.193 0.193 +0,60D+0.70E+0.60H 0.193 0.193 D Only 0.322 0.322 Lr Only L Only 1.825 1.825 S Only W Only E Only H Only Plump Engineering, Inc. 914 E. Katella Ave. Anaheim, CA 92805 Phone: (714) 385-1835 tl t Fax: (714) 385-1834 EPIGIPOCERIffitY I.C. Project Title: Shasta Engineer: BGH Project ID: S.1810010 Project Descr: Lab Printed: 19 MAR 2019, 5:10PM Wood Beam Fde= P:1ENERCALc1s.1810010.ec6 . Software ccpyright ENERCALC, INC.1963-2016, B ld:10.18.12.13 . Lrc,: $ Wc06001614%` Descxiption : (N) Header 22 1b MEMBER•-» w , .;Licensee,°^: LU NG,N. +D+H +D+D,66 N 1 +6.66D+D.76E+6.6611 038 029 1,18 159 1,99 I +6+t+H 0 +G+D.16E+11 239 229 320 359 Distance (ft) 1 +D+tr+H 1 +6+S+11 '; 0+6,75D11+6.15610 +0+0.7S61+0.7S65+H 1 +D+6.7S611+6.7561+6,456111+H 1 +D+6.7S61+6.7545+D.4S0W+H 1 +D+6.1561+6.1565+D.S2S6E0 1 +6,66D+6.04.6611 400 0 22 1.1 .22 = +D+H +D+6.6DW+H 1 +6160+6.76E+6.6DH 038 0,19 18 159 1,99 1 +D+1+H 0 0+6.76E+11 239 229 320 359 Distance (ft) 1 +D+I'+H 1 +D+S+H +D+6.7S61r+6.7.01.+H +D+6JS6t+6.75DStil 1 +D+D.75611+6.75Dt+6.4i9t+H 1 +6+6.7S61+6.7565+0,4S6W+H 1 +D+6.7S81+6.7SDS+DMSDE+H 1 +D.66D+D.6Dtt+6.6011 400 Plump Engineedng, Inc. 914 E, KateIla Ave, Anaheim, CA 92805 Phone: (714) 385-1835 Fax: (714) 385-1834 ',woe itht4oreticor,,,... rfte Project Title: Shasta Engineer BGH Project ID: S.1810010 Project Descr: Lab Printed: 19 MAR 2019, 5.1 PM Wood Beam ENE NC Fie = RENERCALCIs.1810:00.ec6 1ga3-2OiaBj:1o1a1a13 Sat, tiCW,C16001611~fir44:414114Mok 4•7;"•••,.• • : PLUIVIRENGINEERINGNC Description : (N) header letER- 41013 .0.026 -0439 .0g2 0,38 0+11 +D+6.66W+11 1 +15.$00+6.76E+0.6DF1 EOPly 0/7 1,17 156 1,% 235 2/4 3,14 3.53 Distance (ft) • +D+Li+11 1 +D+5+11 +D+I):1911+6.75K+11 : +D+8.ISOt+II.ISOS+11 I +D+6.15Dti+1).191+6ASEIW+11 1 +D+6.7561+0JS6S+6,4S6W+11 1 +D+DJS01+6.1S65+1)32IDEsli I +6,506+62W+6.6611 I Kit L0I 50017 1/1001 3,93 Rump Engineering, Inc. 914 E. Kalelia Ave. Anaheim, CA 92805 Phone: (714) 385-1835 Fax: (714) 385-1834 PLII•P 111111111111.1 INC. Project Title: Shasta - Tukwila Engineer: BGH Project ID: S.1810010 Project Descr: QA Lab Printed: 3 SEP 2019, 11:16M4 Wood Beam &IS W10600 6 DESCRIPTION: (N) Storage Room Ceiling CODE REFERENCES Fite = PAENERCALC1s.1810010.ec6 Software copyright ENERCALC, INC. 19133-2019, Buftt12.19.8.23 . Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade Beam Bracing Fb Fb - Fc - Pill : Douglas Fir - Larch Fc - Perp : No.2 Fv Ft : Beam is Fully Braced against lateral -torsional buckling 900,0 psi 900,0 psi 1,350.0 psi 625.0 psi 180.0 psi 575.0 psi E: Modulus of Elasticity Ebend- xx 1,600.0ksi Eminbend - xx 580.0ksi Density 31.210pcf D(0.015996) Lr(0.02666) Span = 6.0 ft Applied Loads Beam self weight calculated and added to loads Uniform Load: D = 0.0120, Lr 0.020 ksf, Tributary Width = 1.333 ft, (Roof) DESIGN SUMMARY Service loads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio Section used for this span Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.217. 1 2x6 317.35psi 1,462.50 psi 3.000ft Span # 1 Maximum Shear Stress Ratio Section used for this span 0.023 in Ratio = 0.000 in Ratio = 0.039 in Ratio = 0.000 in Ratio = Load Combination Location of maximum on span Span # where maximum occurs 3063 >=240 0 <240 1837 >=180 0 <180 0.092 : 1 2x6 20.70 psi 225.00 psi +D+Lr-1-11 0.000ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V C C FN C Cm C Moment Values M fb Shear Values Ft) V hi Fv +0+11 Length = 6.0 ft +D+L+H Length = 6.0 ft +D+Lr+H Length = 6.0 ft +0+S+H Length = 6.0 ft +D+0.750Lr-i0.750L+H Length = 6.0 ft 4040.750L+0.750S4H Length = 6.0 ft +D+0.60W+H 1 0.121 0.051 0.90 1.300 1.300 1 0.109 0.046 1.00 1.300 1.300 1 0.217 0.092 1.25 1.300 1.300 1 0.094 0.040 1.15 1.300 1.300 1 0.184 0.078 1.25 1.300 1.300 1 0.094 0.040 1.15 1.300 1.300 1.00 1.00 1.00 1.00 1 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.08 126.99 0.08 126.99 0.20 317.35 0.08 126.99 0.17 269.76 0.08 126.99 0.00 1053.00 0.00 1170.00 0.00 1462.50 0.00 1345.50 0.00 1462.50 0.00 1345,50 0.00 0.00 0.00 0.00 0.05 8.28 162.00 0.00 0.00 0.00 0.05 8.28 180.00 0.00 0.00 0.00 0.11 20.70 225.00 0.00 0.00 0.00 0.05 8.28 207.00 0.00 0.00 0.00 0.10 17.60 225.00 0.00 0.00 0.00 0.05 8.28 207.00 0.00 0.00 0.00 Plump Engineering, Inc. 1 914 E. Katella Ave. Anaheim, CA 92805 Phone: (714) 385-1835 Ei ETD Fax: (714) 385-1834 )111111 ENCIIIIIIINS INC. Project Title: Shasta - Tukwila Engineer: BGH Project ID: S.1810010 Project Descr:QA Lab Printed: 3 SEP 2019, 11:16AM Wood Beam DESCRIPTION: (N) Storage Room Ceiling Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN C Cr C C t C L Fite = PIENERCALCIs.1810010.ec6 . Software copyright ENERCALC, INC. 1983-2019, Bir3d:12.19.8.23 silr.1_:kjziFzi4,741tuaar_74§.±R. Moment Values Shear Values M fb F'b V fv F'v Length = 6.0 ft 1 0.068 0.029 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.08 126.99 1872.00 0,05 8.28 288.00 +0+0.70E+11 1.300 1,00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.068 0.029 1.60 1.300 1.00 1.00 1,00 1.00 1.00 0.08 126.99 1872.00 0.05 8.28 288.00 +D+0.750Lr+0.750L+0.450W+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.144 0.061 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.17 269.76 1872.00 0.10 17.60 288.00 4+0.750L+0.750S+0.450VV+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.068 0.029 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.08 126.99 1872.00 0.05 8.28 288.00 +D+0.750L+0.750S+0.5250E+H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.068 0.029 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.08 126.99 1872.00 0.05 8.28 288.00 +0.60D+0.60W+0.60H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.041 0.017 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.05 76.19 1872.00 0.03 4.97 288.00 +0,600+0.70E+0.60H 1.300 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.0 ft 1 0.041 0.017 1.60 1.300 1.00 1.00 1.00 1.00 1.00 0.05 76.19 1872.00 0.03 4.97 288.00 Overall Maximum Deflections Load Combination Span Max. '-' Defl Location in Span Load Combination Max. '4' Defl Location in Span +D+Lr+H 1 0.0392 3.022 Vertical Reactions Support notation : Far left is #1 0.0000 0.000 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.133 0.133 Overall MlNimum 0.080 0.080 +-D+H 0.053 0.053 0.053 0.053 +D+1r+1-1 0.133 0.133 +D+S+H 0.053 0.053 +D+0.750Lr+0.750L+H 0.113 0.113 +D+0,7501+0.750S41 0.053 0.053 +D+0.60W+H 0.053 0.053 +D+0,70E+H 0.053 0.053 +D+0.750Lr+0.750L+0.450W+H 0.113 0.113 +D+0.750L+0.750S+0.450W+H 0.053 0.053 +0+0.750L+0.750S+0.5250E+H 0.053 0.053 40.60D+0.60W+0.60H 0.032 0,032 +0.60D+0.70E+0.60H 0.032 0.032 D Only 0.053 0.053 Lr Only 0.080 0.080 L Only S Only W Only E Only H Only Plump Engineering, Inc. 914 E. Katella Ave, Anaheim, CA 92805 Phone: (714) 385-1835 133 c Fax: (714) 385-1834 PLUMP I/11111fI1111/ INC. Project Title: Shasta - Tukwila Engineer: BGH Project ID: S.1810010 Project Descr: QA Lab Punted: 3 SEP 2019, 11:16AM Wood Beam W?0.00 6 1 DESCRIPTION: (N) Storage Room Ceiling c 0 E 0 020 0,15 0,10 025 f -» +D+H +40.66ti+0 ! +6.602+6.16E+6.66H 055 1 +D+L+H C +D+0.16E+H 0,14 0,07 19,14 " +D+H +0+6.661i+11 1 +6.60D+6.T0E+6.6011 1.14 1,73 230 229 3,42 File= P;IENERC/LLCCs 1810010.ec6 Software copyright ENERCALC, INC.1983.2019, Bt :1a19.8.23 4.05 4,64 523 51 Male (ft) s +D+LI+H ©0+5+41 : +D+6.156L1+6.TS6L+H +0+6.1S01+6.TS6S+11 ! +D+6)5611+6.7S6L+6.45614H 1 +D+0.156L+0.1565+6.4SDli+11 1 0+6.7501+0.1S6S+0.5256E+11 1 +6.660+0.601i+0.6:1 I 055 1,14 1,73 2.30 2.89 3,48 / +D+L+H +D+0.I0E+H 425 424 523 5. Distance (ft) +D+LItH C +D+54 +D+6.1S611+6.1501+H +40.1S0L+6.150S+0 1 +D+6.1S611+6.1561+0.45641+2 1 +D+6.I0l+6.1S6S+6.4561101 C +0+0.1S6L+6.TSDS+6.StS6E+H 1 +0.666+6.60tit6.6EH Plump Engineering, Inc. 914 E. KateIIa Ave, Anaheim, CA 92805 Phone; (714) 385-1835 gj Fax: (714) 385-1834 11.01111111,1.11111.10 Project Title: Shasta - Tukwila Engineer: BGH Project ID: S.1810010 Project Descr:QA Lab Printed: 3 SEP 2019, 11:16AM Wood Beam DESCRIPTION: -0,010 c .0,030 .o Fife = RIENERCALC1s..18100100:6 . Software copyright ENE RCALC, INC. 1963-2019, Bed1219.823 , 1;11.4_104k1.01.144,71.1.1%.1t I N) Storage Room Ceiling 055 112 1.59 226 2,91 33 3.% 453 5.10 5.67 NtaKe (ft) :: +601 1 +D+L+H I +D+11+11 II +1)+Still " +1)+5,1911+6.1511+11 +64,TiRdISDS+11 +D+0,61lff+11 C +Ditli.71611 I +D+6.1SDLI+6,751)1+6.41514+11 I +D+0.1S614,1505+1).8141+H 0 +0+6.1501+6.795+6.St5tibil I +11.511D+0,6E4+6.6611 A +0,60+1).16E+DIDH I DM), I 1# Oily I Oily SColy 0 If Ot EGO/ 0 kit (E) 5CA CHECK_ Results for LC 1, DL Plump Engineering, Inc BGH S,1902097 Slab Check SK-1 Mar 19, 2019 at 5:12 PM S.1810010-new.fnd 42 .338k Loads: DL - Dead Load Results for LC 1, DL Plump Engineering, Inc 5.19020 7 Slab Check Mar 19, 2019 at 5:12 PM S.1810010-new.fnd • Loads: LL - Live Load Results for LC 1, DL Plump Engineering, Inc BGH S.1902097 Slab Check SK - 3 Mar 19, 2019 at 5:12 PM S.1810010-new.fnd Company : Plump Engineering, Inc DesI I IRISA Jobignuemrber : BGH : S.1902097 . , Model Name : Slab Check Mar 19, 2019 5:14 PM Checked By: GMP Slabs Label S1 Thickness fin] Material 6 1 Conc3000NW ocal "s Ange fdegj Analysis Offset [jn] 0 0 General Design Parameters Label [7-1 Typical Soil Definitions Max Bending Chk __Max,Shear_chk 11 Top covertn] 3 Bottom Coverfin] 3 Label FThefault ub rade Modulusp/in^ 150 Point Loads and Moments (Cat 1 : DL) Allowable Bea in k De.t Poe e None Defad? Yes Label Dir 1 N2 Y .068 2 N3 Y .066 3 N43 Y .068 4 N13 Y .068 5 N17 Y .068 6 N18 Y .068 7 N44 Y .068 8 N30 Y .068 9 N28 Y .068 10 N29 Y .068 11 N11 Y .068 12 N12 Y .068 13 N4 Y .09 14 N5 Y .09 15 N14 Y .09 16 NIS Y .09 17 N26 Y .09 18 N25 Y .09 19 N31 Y .09 20 N32 Y .09 21 N23 Y .09 22 N24 Y .09 23 N25 Y .412 24 N26 Y .412 25 N17 Y .309 26 N1 Y .309 27 N14 Y .277 2$ N15 Y 277 29 N43 Y .208 30 N13 Y .208 31 N31 Y .219 32 N32 Y .219 33 N44 Y .164 34 N30 Y .164 35 N5 Y .029 36 N4 Y .029 37 N2 Y ,022 38 N3 Y .022 39 N11 Y .022 40 N12 Y .022 41 N28 Y .022 42 N29 Y .022 43 N44 Y .022 RISAFoundation Version 10.0.3 [PARISA FNMS.1810010-new.fnd] Page 1 Company : Plump Engineering, Inc : BGH tzbs, Number : S_1902097 Model Name : Slab Check Mar 19, 2019 5:14 PM Checked By: GMP Point Loads and Moments (Cat 1 : DL) (Continued) Label Direction Ma nitu k- 44 N30 Y .022 45 N31 Y .029 46 N32 Y .029 47 N23 Y .029 48 N24 Y .029 49 N43 Y .022 50 N13 Y .022 51 N14 Y .029 52 N15 Y .029 Point Loads and Moments (Cat 2 : LL) Label 1 N25 Y 1.875 2 N26 Y 1.875 3 N43 Y .945 4 N13 Y .945 5 N14 Y 1.26 6 N15 Y 1.26 7 N17 Y 1.406 8 N18 Y 1.406 9 N44 Y .745 10 N30 Y .745 11 N31 Y 4 12 N32 Y . 94 13 N2 Y .1 14 N3 Y 15 N11 Y 16 N12 Y 17 N43 r 18 N13 Y .1 19 N28 Y 20 N29 Y 21 N44 Y .1 22 N30 Y 23 N4 Y 267 24 NS Y .267 25 N14 Y .267 26 N15 Y .267 27 N31 Y .267 28 N32 Y .267 29 N23 Y .267 30 N24 Y .267 Line Loads and Moments (Cat 1 : DL) Start Point End Point Direction Start Ma nitude -ft/ft End Ma nitude k-ft/f 1 N1 N2 Y .15 .15 2 N3 N4 Y .15 .15 3 N5 N6 Y .15 .15 4 N10 N11 Y .15 .15 5 N12 N43 Y ,15 .15 6 N13 N14 Y .15 .15 7 N15 N9 Y .15 .15 8 Ni N7 Y .15 .15 9 N7 N8 Y .15 .15 10 N16 N8 Y .15 .15 11 N16 N17 Y .15 .15 RISAFoundation Version 10.0.3 [PARISA FNCAS.1810010-new,fnd] Page 2 Company : Plump Engineering, Inc I I I RISA JDesigner b e r : BGH : S.1902097 Model Name : Slab Check Mar 19, 2019 5:14 PM Checked By: GMP Line Loads and Moments (Cat 1 : DL) (Continued) Start Point End Point Direction Start Ma nitudelk/ft.k-ft/ftl End Ma nitu k/ft.k-ft/ft 12 N18 N20 Y .15 .15 13 N21 N20 Y .15 .15 14 N22 N23 Y .15 .15 15 N24 N21 Y .15 15 16 N29 N44 Y .15 .15 17 N30 N31 Y 15 .15 18 N32 N19 Y .15 .15 19 N27 N28 Y .15 .15 20 N10 N25 Y .15 .15 21 N26 N27 Y .15 .15 22 N10 N45 Y .239 .239 23 N45 N25 Y .206 206 24 N26 N27 Y .206 .206 25 N18 N19 Y .206 .206 26 N16 N17 Y .206 .206 27 N9 N8 Y .239 .239 28 Ni N7 Y .139 .139 29 N6 N43 Y .139 .139 30 N13 N14 Y .139 .139 31 N15 N9 Y .139 .139 32 N21 N20 Y .109 .109 33 N22 N44 Y .109 .109 34 N30 N31 Y .109 .109 35 N32 N19 Y .109 .109 36 N16 N8 Y - .015 .015 37 N27 N28 Y .015 ,015 38 N29 N22 Y .015 .015 39 N30 N31 Y .015 .015 40 N32 N19 Y .015 .015 41 N10 N11 Y .015 .015 42 N12 N43 Y .015 .015 43 N13 N14 Y .015 .015 44 N15 N9 Y .015 .015 45 Ni N2 Y .015 .015 46 N3 N4 Y 015 .015 47 N5 N6 Y .015 .015 48 N7 N9 Y .015 .015 49 N19 N20 Y .015 .015 50 N24 N21 Y .015 .015 51 N22 N23 Y .015 .015 Line Loads and Moments (Cat 2 • LL) tart Point EndPoint irection Ma i e ft k-f End Ma nit k/ k- 1 N10 N45 ¥ 1.087 1.087 2 N9 N8 Y 1.087 1.087 3 N45 N25 Y ,938 .938 4 N26 N27 Y .938 .938 5 Ni N7 Y .63 .63 6 N6 N43 Y .63 .63 7 N13 N14 ¥ .63 ,63 8 N15 N9 Y .63 .53 9 N21 N20 Y .497 .497 10 N22 N44 Y .497 .497 11 N30 N31 Y .497 .497 12 N32 N19 Y .497 .497 13 N16 N17 Y .938 .938 RISAFoundation Version 10.0.3 [PARISA FNMS.1810010-new.fnd] Page 3 Company : Plump Engineering, Inc D I IIRISA Joebs g NumbernerBGH : S.1902097 Model Name : Slab Check Mar 19, 2019 5:14 PM Checked By: GMP Line Loads and Moments (Cat 2: LL) IContinued) Start Point End Point Direction Start Ma nitude k/ft k-ft/ft End Ma nitud k-ft/ft 14 N18 N19 Y .938 .938 15 N27 N28 Y .067 .067 16 N29 N22 Y .067 .067 17 N22 N23 Y .067 .067 18 N24 N21 Y .067 .067 19 N19 N20 Y .067 .067 20 N22 N44 Y .067 .067 21 N30 N31 Y .067 .067 22 N32 N19 Y .067 .067 23 N16 N8 Y .067 .067 24 N10 N11 Y .067 .067 25 N12 N43 Y .067 .067 26 N13 N14 Y .067 .067 27 N15 N9 Y .067 .067 28 Ni N2 Y .067 .067 29 N3 N4 Y .067 .067 30 N5 N6 Y .067 .067 31 N7 N9 Y .067 .067 Load Combinations 1 Label So„Se..A... SF Cat.. Fa,,Eac,. Cat., Fac.. Cat.. Fac.. Cat. Fac.. Cat.. Fac.. Cat. Fac.. Cat.. Fac.. Cat._ Fac..Cat.. Fac... DL Yes Yes 1.5 DL 1 2 DL+LL Yes Yes 1.5 DL 1 LL 1 1.4DL Yes DL 1.4 4 1.2DL+1... Yes DL Slab Sliding Safety Factors 1.2 LL 1.6 LC Slab An le de Va-nr k r-xxlk Va- Vr-zzfk -xx 0 0 27.073 0 27.073 9.999+ 9.999+ 0 0 47.345 0 47.345 9.999+ 9.999+ Slab Overturning Safety Factors lab An le de Mo- - - k- Mo-zz -ft- - M - - Si 0 0 3616.37 0 1788.805 9.999+ 9.999+ 2 2 S1 0 0 6314.071 0 3111.23 9.999+ 9.999+ Envelope Slab Soil Pressures 1 Label UC S1 .891 LC Soil Press ks Altow Bearin ks 2 1-.446 .5 Poin N397 R SAFoundation Version 10.0.3 [PARISA FNMS.1810010-new.fnd] Page 4 Plump Engineering, Inc. 914 E. Katella Ave. Anaheim, CA 92805 Phone: (714) 385-1835 d r Fax: (714) 385-1834 P 1•.1t11t1a• lit. ood Column DESCRIPTION: (N) 2x6 Stud Code References Project Title: Shasta - Tukwila Engineer: BGH Project ID: S.1810010 Project Descr. QA Lab Software copyright ENER Print File=P: LC, INC. 1963 SEP 2019, 5:14PM 1810010. tke1d:12190 23 . Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Analysis Method : Allowable Stress Design End Fixities Top & Bottom Pinned Overall Column Height ( Used for non -slender calculations ) Wood Species Douglas Fir - Larch ) Wood Grade No.2 Fb + 900.0 psi Fb - 900.0 psi Fc - Pril 1,350.0 psi Fc - Perp 625.0 psi E : Modulus of Elasticity ... x-x Bending Applied Loads Fv Ft Density Basic 1,600.0 Minimum 580-0 8.67 ft 180.0 psi 575.0 psi 31.210 pcf y-y Bending 1,600.0 580.0 AXIAL LOADS .. . Floor: Axial Load at 8.670 ft, D = 0.1780, L =1.484 k BENDING LOADS .. . Wood Section Name Wood Grading/Manuf. Wood Member Type Exact Width Exact Depth Area Ix ly 2x6 Graded Lumber Sawn 1.50 in Allow Stress Modification Factors 5.50 in Cf or Cv for Bending 1.30 8.250 in"2 Cf or Cv for Compressbn 1.10 Cf or Cv for Tension Cm : Wet Use Factor Ct : Temperature Factor Cfu : Flat Use Factor Axial Kf : Built-up columns 1,600.0 ksi Use Cr : Repetitive ? Brace condition for deflection (buckling) along columns : X-X (width) axis : FuHy braced against buckbng ABOUT Y-Y Axis Y-Y (depth) axis : Unbraced Length for budding ABOUT X-X Axis = 8.67 ft, K =1 Service loads entered. Load Factors will be applied for calculations. 20.797 inA4 1.547 inA4 OL- l2,tF C z2.zs- a-\ LL.7.lb° 11 Interior Wind: Lat. Uniform Load creating Mx-x, W = 0.0110 k/tt DESIGN SUMMARY y fp ((16i1tz) 1 t prf Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = Load Combination Goveming NDS Fonumla Location of max.above base At maximum kxxlion values are .. . Applied Axial Apptied Mx APpt ed My Fc : Allowable PASS Maximum Shear Stress Ratio = Load Combination Location of max.above base Appted Design Shear Allowable Shear Load Combination Results 0.2079 :1 +D+L+H Comp Only, fc/Fc' 0.0 ft 1.662k 0.0 k-ft 0.0 k-ft 968.77 psi 0.01806 :1 +D+0.60W+H 0.0 ft 5.202 psi 288.0 psi IVIL) = 13S tb 1`1841b 1.30 1.0 1.0 1.0 1,0NDS 15.3.2 No Maximum SERVICE Lateral Load Reactions . . Top along Y-Y 0.04769 k Bottom along Y-Y 0.04769 k Top along X-X 0.0 k Bottom along X-X 0.0 k Maximum SERVICE Load Lateral Deflections ... Along Y-Y 0.04248 in at for load combination : W Only Along X-X 0.0 in at for load combination : n!a Other Factors used to calculate allowable stresses .. . Bending 4.364 ft above base 0.0 ft above base Compression Tension Load Combination +D+H +D+1+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +0+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H +0+0.750L+0.750S+0.450W+H +0+0.750L+0,7505+0.5250E41 CD CP 0.900 0.690 1.000 0.652 1.250 0.568 1.150 0.600 1.250 0.568 1.150 0.600 1.600 0.475 1.600 0.475 1.600 0.475 1.600 0.475 1.600 0.475 Maximum Axial + Bending Stress Ratios Stress Ratio Status Location 0.02340 0.2079 0.02046 0.02105 0.1484 0.1527 0.05379 0.01912 0.1387 0.1387 0.1387 PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS PASS 0.0ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 4.364 ft 0.0 ft 0.05819ft 0.05819ft 0.0ft Maximum Shear Ratios Stress Ratio Status Location 0.0 PASS 8.670 ft 0.0 0.0 0.0 0.0 0.0 0.01806 0.0 0.01355 0.01355 0.0 PASS 8.670 ft PASS 8.670 ft PASS 8.670 ft PASS 8.670 ft PASS 8.670 ft PASS 0.0 ft PASS 8.670 ft PASS 0.0 ft PASS 0.0 ft PASS 8.670 ft Plump Engineering, Inc. 914 E. KateIla Ave. Anaheim, CA 92805 Phone: (714) 385-1835 LinFax: (714) 385-1834 11.0.11111111111CMI• 111. Project Title: Shasta - Tukwila Engineer: BGH Project ID: S.1810010 Project Descr: QA Lab Printed: 3 SEP 2019, 5:14PM Wood Column File = RIERERCALCts.1810010.ec6 Sollwae copyright ENERCALC, INC 1983-2019, B03112.19.8.23 WIP ::,s7.m'trxpEii;A7*gttnYf4MP'T'W.i;Niqk.WOA]gr4M:IM'e:Ya DESCRIPTION: (N) 2x6 Stud 611 Load Combination Results Load Combination 40,60D+0.60W+0.60H +0.600+0.70E+0.60H Maximum Reactions Load Combination +0+H 404-L+H +D+Lr+H +0+S+H 10+0.750Lr+0.750L+H +0+0.750L+0.750S+H +D+0.60W+H +D+0.70E+H +040.750U+0.750L+0.450W+H 40+0.750L+0.750S+0.450W+H +0+0.750L+0.750S+0.5250E+H 40.60D+0.60W+0.60H +0.60D+0.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only Maximum Deflections for Load Combinations Co C p 1.600 0.475 1.600 0.475 X-X Axis Reaction @ Base @ Top Maximum Axial + Bending Stress Ratios Stress Ratio Status Localion 0.05321 PASS 4.364 ft 0.01147 PASS 0.0 ft Y-Y Axis Reaction @ Base @ Top 0.029 0.029 0.021 0.021 0.021 0.021 0.029 0.029 0.048 0.048 Axial Reaction @ Base 0.178 1.662 0.178 0.178 1.291 1.291 0.178 0.178 1.291 1.291 1.291 0.107 0.107 0.178 1.484 Maximum Shear Ratios Stress Ratio Status Location 0.01806 PASS 0.0 ft 0.0 PASS 8.670 ft Note: Only non -zero reactions are listed. My - End Moments k-ft Mx- End Moments @ Base @ Top @Base @ Top Load Combination Max. X-X Deflection Distance Max. Y-Y Deflection Distance +04+1 +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L41 +D+0.750L+0.750S+H +D+0.60W+H +0+0.70E+H +D+0.750Lr+0,750L+0.450W+H +0+0.750L+0.750S+0.450W44 +0+0.7501+0.750S+0.5250E+H .60D+0.60W+0 .60H +0,60D+0.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Onfy 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0.0000 in 0,0000 in 0.0000 in 0.000 ft 0.000 fl 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0,600 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0,000 ft 0.000 ft 0.000 ft 0.040 ft 0,000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.025 in 0.000 in 0.019 in 0.019 in 0.000 in 0.025 in 0.000 in 0.000 in 0.000 in 0.000 in 0.000 in 0.042 in 0.000 in 0.000 in 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 4.364 ft 0.000 ft 4.364 ft 4.364 ft 0.000 ft 4.364 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 4.364 ft 0.000 ft 0.000 11 Plump Engineering, Inc. 914 E. KateIla Ave. Anaheim, CA 92805 Phone: (714) 385-1835 ell= Fax.• (714) 385-1834 •IPVP INC. Project Title: Shasta - Tukwila Engineer: BGH Project ID: S.1810010 Project Descr: QA Lab Printed: 3 SEP 2019, 5:14PM Wood Column DESCRIPTION: (N) Stud Sketches Fite= PAENERCALOs.181001014 . ERCALC, INC. 1963-2A19, Buist12.19.8.23 . VIP,SVAPrigiVIZA4MW 1 1.50 in X Plump Engineering, Inc. 914 E. KaleIla Ave. Anaheim, CA 92805 Phone: (714) 385-1835 u u•u= Fax; (714) 385-1834 Pl,11.1? Project Title: Shasta - Tukwila Engineer: BGH Project ID: S.1810010 Project Descr:QA Lab Prinled: 3 MAR 2020, 4'31FIA [rood Beam •lif4, !IOW_ DESCRIPTION: AHU-1 Support CODE REFERENCES File = PIENERCALOs.11310010edi Software copyright ENERCALC, INC. 1983-2019, Bui.12.19.8.30 ; Aa41.14.grilat Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade : Douglas Fir -Larch : No.1 Beam Bracing : Completely Un braced Fb + Fb - Fc-PrJI Fc - Perp Fv Ft 1000 psi E : Modulus of Elasticity 1000 psi Ebend- xx 1 700lisi 1 500 psi Eminbend - xx 6201si 625 psi 180 psi 675 psi Density 31.21 pcf D(0.2) D(0.024 Lr(0.04) 4x8 Span = 8.0 ft Applied Loads Point Load: D = 0.20 k @ 4.0 ft, (AHU-1 (400#/2)) Uniform Load : D = 0.0120, Lr = 0.020 ksf, TributaryWidth = 2.0 ft, ((E) Roof) DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Dellecbon Max Upward Total Deflection 0.223 1 4x8 356.93 psi 1,601.48 psi -4)+LN-hi 4.000ft Span # 1 Service loads entered. Load Factors will be applied for calculations. 603 0/01-Lt rivsprclioni t • Maximum Shear Stress Ratio Section used for this span 0.020 in Ratio = 0.000 in Ratio = 0.051 in Ratio = 0.000 in Ratio = Load Combination Location of maximum on span Span # where maximum occurs 4892 >=240 0 <240 1881 >=180 0<180 Maximum Forces & Stresses for Load Combinations 0.084 :1 4x8 18.84 psi 225.00 psi +D+Lr+11 7.416 fi Span # 1 Load Combination Max Stress Ratios Segment Length Span # M V Cd CFN Ci Cr CL Moment Values Shear Values V v Pv Length = 8.0 ft 1 0.200 0.066 +04+H Length = 8.0 ft 1 0.180 0.060 +D+Lr+H Length = 8.0 ft 1 0.223 0.084 +D+S+11 Length = 8.0 ft 1 0.157 0.052 +D+0.750Lr+0.750L+H Length = 8.0 ft 1 0.203 0.075 +D+0.750L+0.750841-1 Length = 8.0ft 1 0.157 0.052 +10+0.60W+H 0.90 1.00 1.25 1.15 1.25 1.15 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.300 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 100 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.59 231.69 0.59 231.69 0.91 356.93 0.59 231.69 0.83 325.62 0.59 231.69 0,00 1158,61 0.00 1285.67 0.00 1601.48 0.00 1475.48 0.00 1601.48 0.00 1475.48 0.00 0.00 0.18 0.00 0.18 0.00 0.32 0.00 0.18 0.00 0.28 0.00 0.18 0.00 0.00 10.76 0.00 10.76 0.00 18.84 0.00 10.76 0.00 16.82 0.00 10.76 0.00 0.00 162.00 0.00 180.00 0 00 225.00 0.00 .20700 0.00 .225.00 0.00 207.00 0.00 Plump Engineering, Inc. 914 E. KateIla Ave, Anaheim, CA 92805 Phone: (714) 385-1835 Fax: (714) 385.1834 /1111011411,11.111RIN4 I. Wood Beam 60 DESCRIPTION: AHU-1 Support Load Combination Max Stress Reps Project Title: Shasta - Tukwila Engineer: BGH Project ID: S.1810010 Project Descr:QA Lab Printed3 MAR 2020, 4,31PM 91ENERCALCis.1810010,ec6 ENERCALG, INC. 1983-2019, Per112.19.8.30 Moment Values Shear Values Segment Length Span ft M V Cd CFN Oi Cr Cm C CL M Ib F'b V fv Fv length = 8.0 11 1 0,114 0.037 1.60 1.300 1.00 1.00 1.00 1.00 0,98 0.59 231.69 2038.56 0.18 10.76 288.00 +040.70E +H 1.300 1.00 1.00 1.00 1.00 0.98 0.00 0.00 0 00 0.00 Length = 8.0 ft 1 0.114 0.037 1.60 1.300 1.00 1.00 1.00 1.00 0,98 0.59 231.69 2038.56 0.18 10.76 288,00 +D+0.750Lr+0,750L+0.450W+H 1.300 1.00 1.00 1.00 1.00 0,98 0,00 0.00 0.00 0.00 Length = 8.0 ft 1 0.160 0,058 1.60 1.300 1.00 1.00 1.00 1.00 0.98 0.83 325.62 2038.56 0.28 16.82 288.00 .0.0.7501.+0.750S+0.4501V+H 1.300 1.00 1.00 1.00 1.00 0.98 0.00 0.00 0.00 0.00 Length = 8.011 1 U.114 0.037 1.60 1.300 1.00 1.00 1.00 1.00 0.98 0.59 231,69 2038.56 0.18 10.76 288.00 40.0.750L+0.750640,5250E+H 1.300 1,00 1.00 1.00 1.00 0.98 0.00 0.00 0.00 0.00 Length = 8,0 ft 1 0.114 0.037 1,60 1.300 1,00 1.00 1.00 1.00 0.98 0.59 231,69 2038,56 0.18 10.76 288.00 .0.600+0.60VV+0,601-1 1.300 1.00 1.00 1.00 1.00 0.98 0.00 0,00 0.00 0,00 Length = 8.0 fl 1 0.068 0.022 1.60 1.300 1.00 1.00 1.00 1,00 0.98 0.36 139.01 2030.56 0.11 6.45 288,00 40,600-03.70E+0.5011 1.300 1.00 1,00 1.00 1.00 0.98 0.00 0.00 0.00 0.00 Length . 8,0 ft 1 0,066 0.022 1.60 1,300 1.00 1.00 1.00 1.00 0.98 0.36 139.01 2036,55 0.11 6.45 288.00 Overall Maximum Deflections Load Ceinbatm Span Max. De fl Location in Span Load Combination Max.Ma+0elI Location in Span 1 0.0510 4.029 0.0000 0.000 Vertical Reactions Support notation : Far lefl is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXwrium 0.356 0.356 (herd MINimum 0.160 0.160 .041 0.196 0.196 •D+L+H 0.196 0.196 +D+Lr+1.1 0.356 0.356 0.196 0.196 +D.0.750Lr+0.750L+ 0,315 0.316 +0.0.750L +0.750341 0.196 0.196 -C40.60V114,1 0.196 0.196 .0+0.70E4-1-1 0.196 0.196 *0.0.750Lr+0.750L+0.450W+1-1 0.316 0.316 4).0.750L40,750S+0.450W 0.196 0.196 +0.0.750L+0.750S+0.5250641-1 0.196 0.196 00+0.60W+0.60H 0.118 0.118 +0,60D.0.70E+010H 0.118 0.118 D ON), 0.196 0,196 Lr Only 0.160 0.160 L Only S Onty WOnly E Only H Only Plump Engineering, Inc. 914 E. Katella Ave. Anaheim, CA 92805 Phone: (714) 385-1835 Fax: {714) 385-1834 Project Title: Shasta - Tukwila Engineer: BGH Project ID: S.1810010 Project Descr:QA Lab Printed. 3 MAR 2020, 4:31PM Wood Beam �Iy is 1:Fw`k�rIi!k1+17 if �"" DESCRIPTION: AHU- 11+NH +O+6101+H I 1 b6D+6.10F+6,bO11 P +D+I+11 3 +6+6.16E+11 036 1 +D+1+H 1 +D+6,7DF 153 �36 318 3,91 439 File = P.IENERCALC1s.181C010.ec6 . �ppr hr1 i NERCALC, INC. 1983-2019, 8u 1219.8.30 . SS8 b39 Eji;tante (it) I +0+14 II +D.6+11 i. +0+6.7561r+6.1S61+11 +6+6.7S61+6,I56 +11 +0+6.1S61r+6.1S61t6,IS6Vl+ 1 1 +D+6.7S61+D.7S6S+6.1SI4+H I +0+6,1551+1),7S6S+b.S2S6E+II / +D.b66+6:6i6t4+I,4DH z,36 3.15 3,97 Pskare eft) +0+1411 +D+S+H 1 +D+6.7S611+6.7S610,4SDINI 1 +D+A7S 431 S.SB b,39 1 J� t: +0+6.1SDlr+QJS61+H +6+1.191+6.1S6S+H SDS+D.4S041+H Q +9+6.1561+6.1S65+6.SZSOE+It 111.60D+DIR14.66H Plump Engineering, Inc. 914 E. Kale(la Ave. Anaheim, CA 92805 Phone: (714) 385-1835 Fax: (714) 385-1834 DESCRIPTION: AHU-1 Support c C Project Title: Shasta - Tukwila Engineer: BGH Project ID: S.1810010 Project Descr: DA Lab Printed 3MAR2020. 4:31P File = P:tENEF2G41 G15.1810p10 e copyright ENEFeCALC, INC.19&}2019, Budd a[K1'4,1:; ,1111P13 31JS 1 0,76 1SS 2,34 3,12 331 4,70 5,49 ><28 7,07 7r88 t1st re(ft) +DOH I tD+I+H EI +6+11+H C +D+S+H +D+6.14614.146t+1 +6+6.1501+6.150S+H +6t0.66W+11 "tDt6.16E+H I+Dt6,1iD1'+6.1401+6.,14OW+li I+D+6.1561+6.156:+6.a56 +H +D+1.7461+6.1SDS40.5256E+HI4.10+0.6619+6.6bil El+6.66Dt6.16f+6.66H I DOily C 1)Cht tOnly cOnty 8 y¢Only Hilt' 3110aly Envelope Summary ENV -SUM 2015 VVSEU Compliance Forms for Commercial Buildings including H2, KS, is, H4 over 3 stones ana an Kl Project Info .„ Compliance forms do not require a password to use, Instructional and calculating cells are write -protected. Pr : '-ity- Date A t UsdINCE 2019 Applicant Information. Provide contact information for individual who can respond to inquiries about compliance form information provided. For Building Departme ,- .rerNUVED . MAY 31 Ci Company Name: Ority.;-r, --./Ey2iiiE.. tw_, Company Address- i 41/.1 1.4-0Ne(2 Riek- eN31- Applicant Name: vti;...) k" Applicant Pho : iz453 Applicant Email: (010,ilie Et? aVpatilie Obeth. , Covh of Tukwila Project Description CD New Building 0 Addition 54 Alteration Occupancy Type Selection required to enable forms. e An Commercial 0 Group R - All R1 and R2, R3, R4 over 3 stories 0 Envelope Compliance Path Selection required to enable forms. 0 Prescriptive 0 Component Performance Component Performance Calculation Type Selection required to enable ENV-UA and ENV-SHGC forms. & Standard 0 Change of Occupancy/Conditioning 0 0 Additional Efficiency Package Option - C406.8 Enhanced Envelope To comply, demonstrate building thermal envelope performance is 15% lower than the Target UA. Air Barrier 1etiitg i . _ _. : ., _ 0 Air barrier testing per Section C402.5.1.2 0 Air barrier testing not required included in project scope Additional Efficiency Package Option - C406.9 Reduced Air Infiltration to comply, demonstrate that measured air leakage of building envelope does not exceed 0.25 . rinv'ft2 (air barrier surface area) under test pressure of 0.3 inch w.g. Vertical Fenestration and Skylight Area Calculation Prescriptive Path - Enter values for vertical fenestration, skylights, gross walls and roof on this ENV -SUM worksheet. Component Performance - Enter values in ENV-UA ancVor ENV-UA-GROUP-R worksheet. These values auto -fill from ENV-UA and are write -protected on ENV- Total Vertical Gross Exterior Fenestration Above Grade % Vertical (rough opening) divided by Wall Area times 100 equals Fenestration ..t.. X 100 = Gross Exterior Roof Total Skylight divided by Area times 100 equals % Skylight + RECEIVED OfElOPffiFn Fenestration Area Compliance CITY OF TUKWILA Vertical Fenestration 11 Area APR 0 8 2019 APR 0 3 2019 Skylight ArBHC Consultants, IRSHIVIIT ea pikc Vertical Fenestration Alternates 0 High performance fenestration U-factors and SHGC per C402.4.1.3 0 Dedicated outdoor air system per C402.4.1.4 and C403.6 Show locations of qualifying daylight zone areas and ft2 on project plans. For Daylight Zone Area Calculations - a) Sidelight areas include primary + secondary daylght zone areas. b) Include overlapping toplight and sidelight daylight zone areas under Toplight c) Refer to Chapter 2 for net floor area 0 In buildings z 3 stories, 25% or more of NET floor area is in daylight zones per C402.4.1.1 0 In buildings < 3 stories, 50% or more of CONDITIONED floor area is within daylight zones per C402.4.1.1 Daylight Zone Calculations Daylight Zone Fenestration Alternate Not Selected. No Calculations Required Sidelight Daylight Zone Area Toplight Daylight Zone Area Percent Daylight Zone Area Spaces in Single Story Building Requiring Skylights Code requires a minimum of 50% of the floor area to be within a skylight daylight zone for snecific Roane Noes_ Refer to C402 4_2 for List ell enclosed spaces that exceed 2,500 ft2, have ceiling height greater than 15 ft, and are space types required to comply with this Prey/eta Space Area (ft2) DLZ Area (ft2) SRR or Aperature Exception 1.•r Building Permit Plans Checklist, pg. 1 ENV-CHK 2015 WSEC Compliance Forms for Commercial Buildingsincluding R2, R3, & R4 over 3 stones and all R1 Revised Jun 2016 , Project : 9itlY11X (4)Aleallt(f • D e The following information is necessary to check a building permit appltcation for comp iance with e buitding envelope requrements In the Washl gtoI State Energy Code, Commercial Provisions. Appucabillty yes,no,na) Code Section Componentpliance information required in permit documentsments Locatlon in minding Department Notes SCOPE C402.1.1 Low energy spaces Low energy spaces are identified on plans; incude project information, and lations if applicable, that demonstrate spaces are eligible for envelope ovisioris exemptlon C402.1.1, Semi -heated spaces spaces are on plans, tnclude calculations that demonstrate spaces are eligible for wall insulation exemption C402.1.2 Equipment Buildings Provide 'wilding area, average wall and roof U-factor, and installed equipment information that demonstrates equipment building Is eligible for envelope provision exemption C410.2 Walk-in and warehouse cooler and freezer Cooler and freezer spaces are identified on plans; C410 envelope compliance forrns provided (pending) C101.4.1 Mixed er1ipancy Spaces with different ncy requirements entified on plans C503.2 Change of space conditioning Extsting unconditioned spaces changing to senii-heated or ed space, and existing semi -heated spaces changing to conditioned space, are identified on plans. Include calculations that demonstrate baseline and final level of conditioning. - C505.1 Change of occ.upancy Existing F, S and U-occupancy spaces undergoing a change in occupancy are indicated on plans; include calculations that demonstrate upgrade complies with the current WSEC. . Pre-2002 Group R spaces undergoing a change mmercial occupancy are indicated on plans; include calculations that demonstrate upgrade complies with e current WSEC. Non-GroupR accupancy spaces undergoing a change to Group R are . n plans; include calculations that demonstrate upgrade complies with e current WSEC. ENVELOPE PROVISIONS C103.2 C103.6.3 Compliance documentation Indicate envelope insulation compliance path and provide applicable forms; ENV -PRESCRIPTIVE or ENV-UA / ENV-SHGC for component performance 112'14\ tf complying via total buidling performance, providea list of all proposed envelope component types, areas and U-values C303.1.1 C303.1.2 Insulation identification Indicate identification mark shall be applied to all insulation materials and insulation installed such that the mark is readily observable during inspecti"on C30313 C4024.3 Fenestratton product Ferrestration productsshatl be IabeIed with U-factor, SHGC, VT, and leakagerating rating_ C303.1.1 C402.2.1 General insulation installation $ndicate installation methods, thicknesses, densitkea and clearances to achieve the intended R-value of all insulation ma rials; Where two or more layers of rigid insulation will be used, indicate that edge ' ioints between layersstaggered C 03.2 C402.2.2 Roof assembly insulation Indicate R-value(s) of cavity/continuous insulatlon on roof sections; Indicate framing materials on roof sections; Indicate method of framing for ceilings below vented ttics and vaulted -linos per A102.2 (std, adv); Provide area weighted average U-factor calculatton for insulation whose thicknesa varies by 1 inch or less; Indicate effective U-factors of tapered insulation entirely above deck per A102.2.6; include roof configuration and slope, maximum R-value at peak and minimum R-value at low point for all roof surfaces Indicate R-values for thermal spacers and each insulation layer, and liner system (LS) method for metal building roofs 1 C402.2.2 Skylight curb insulation icate curb insulation R-value on roof section if included in skylight NFRC rating C103.2 . C402.23 C402.2.4 C303.2.1 Above/below grade wall insulation Indicate R-value(s) of cavity!continuous insulation en wati sections; lnd. framing materials on wall sections; Indicatemethod ot framingconst per A103.2 (std, int, adv); lndicate material densitycategory, wall weight and heat capacity for qualifying mass walls; For qualifying ASTM C90 masonry walls, indicate I fill core insulation material and percentage of cores filled including grouted cores, bond beams, vertical fills, headers and any other grouted cores; Indicate method of protection of exposed exterior basarnenUcrawlspace wall insulation Building Permit Plans Checklist, pg. 2 ENV-CHK 2012 Washington State Energy Code Compliance Forrns for Commercial Buildings including R2 & R3 over 3 stones and an R1 Project Tale: H6 Fish t-sy 60, tte ex Lb e, Applicability (yes,no,na) c) ode Section Component Compliance information required in permit documents Loca1 n in Documents Building epartment Notes C103.2 C402,4A Opaque doors Indicate rated U-factor (swinging) or R-value (non -swinging - roll-up/sliding) on wall sections or in door schedules - applies to doors with less than 50% area C402.2.5 ...glazed Floor over outdoor or unconditioned space insulation Indicate R-value(s) of cavity/continuous insulation on floor sections; Indicate framing material on floor sections; Indicate material density category and weight of qualifying mass floors C402.2.6 C303.2.1 Slab -on -grade floor insulation Indicate R-value of continuous insulation on wall section or foundation detail; Indicate insulation extends down vertically and/or horizontally the required distance from top of slab; Indicate method of protection of exposed exterior slab edge insulation I lIA C402.2.6 C303.2.1 Radiantly heated slab on -grade floor insulation Indicate R-value of continuous insulation on wall section or foundation detail; Indicate insulation extends down vertically from top of slab and then horizontally under the entire slab: Indicate method of protection of exposed exterior slab edge insulation C402.2.8 Radiant heating system insulation Indicate insulation R-value behind radiant panels, U-bend/headers and bottom surface of radiantly heated floors (other than radiantly heated slab - On -grade) C402.4.1 C502.2.1 C503.3.2 Vertical fenestration maximum area Provide calculation for total vertical fenestration area as a percentage of gross above grade wall area (WWR) for new construction, additions and alterations In ENV -SUM C402,4.1.1 C405.2.4,1 C502.2.1 C503.3.2 Increased prescriptive maximum vertical fenestration area with daylight zones and controls Provide calculations showing that the percentage of overall conditioned floor area within daylight zones is equal to or greater than 50% In 1 & 2 story builidngs: OR Provide calculations showing that the percentage of overall net floor area within daylight zones is equal to or greater than 25% in buildings 3 stories or more; include the gross floor area and list of spaces omitted for the net floor area; Note in envelope plans that all lighting fixtures located within daylight zones shall be provided with daylight responsive controls per WSEC Section C405.24.1; indicate method of control in lighting fixture schedules Indicate that the VT of vertical fenestration is at least 1.1 times the rated SHGC C402.4.1.3 C502,2.1 C503.3.2 Increased prescriptive maximum vertical fenestration area with high-performance Indicate high performance U-factors and SHGC values in fenestration schedules; If applicable, provide area -weighted U-factor calculation(s) used for multiple fenestration elements within the same fenestration category per Table C402.3 C402.4.1.4 C403.6 Increased prescriptive maximum vertical fenestration area with DOAS mechanical systems Indicate that for eligibility, all occupied, conditioned spaces will be served by a dedicated outside air system (DOAS) that delivers ventilation air without requiring operation of the heating/cooling system per Section C403.6 C402.1.5 Waltivertical fenestration target area adjustment -indicate if component performance with target area adjustment will be used to account for vertical fenestration area in excess of the prescriptive maximum allowed C402.4.1 C502.2.2 C503.3.3 Skylight maximum area Provide calculation for total skylight area as a percentage of gross roof area (SRR) for new construction, additions and alterations in ENV -SUM ''".. C402.1.5.2 Roof/skylight target area adjustment Indicate if component performance with target area adjustment will be used to account for skylight area in excess of the prescriptive maximum allowed C402.4.3 C303.1.3 U-factors, SHGC and VT for all fenestration assemblies Indicate U-factors, SHGC and VT values in fenestration schedules; If applicable, provide area -weighted U-factor calculation(s) used for multiple fenestration elements within the same fenestration category per Table C402.3 indicate if values are NFRC or default; if default then specify frame type, elazina layers am) width, low-e coatings, gas -fill C402.4.3 Permanent shading devices For windows wtth overhangs or permanent projection shading devices, provide projection factor calculations (Equation C4-6) and associated minimum SHGC for north and non -north orientations Building Permit Plans Checklist, pg. 3 ENV-CHK 2012 Washington State Energy Code CompianceForms for Commercial Buildings including R2 & R3 over 3 stories and all R1 Project Title: Applicability (yes,no,na) Code Section Component Compliance information required in permit documents L on i Documents Building Department Notes • 11/A C402.4.2 In single story buildings, provide list of enclosed areas that exceed 2,500 sf, have ceiling height greater than 15 ft, and are space types required to comply with this provision. For each area identify space type, floor area, floor to ceilinghei ht and anyexception taken; Spaces in single story buildings requiring skylights For each area provide calculations for percentage of conditioned floor area located within a daylight zone including skylight and eligible sidelight daylight zones; For each area provide calculations for percentage of skylight area, OR; Provide calculations for skylight effective aperture (Equation C4-5); Indicate haze factor of skylight glazing material or diffuser AIR LEAKAGE C402,5.1.1 Air barrier construction and sealing Indicate location of continuous air barrier on plans and sections; Provide details for all joints, transitions in materials, penetrations in air barrier and note method of sealing (caulked, gasketed, or other approved method) G402.5.3 Rooms containing open combustion fuel buming appliances used for space conditioning Indicate that room(s) containing non -direct vent appliances is isolated from Inside the therrnal envelope with a sealed air barrier, including doorway gasketing and sealing around ductwork and piping penetrations; Indicate insulation provided in wall, floor and ceiling of the room envelope, and insulation required on combustion air ductwork C402.5.4 Access openings and doors to shafts, chutes, stairways and doors Indicate locations of all access openings and doors to shafts, chutes, stairways and elevators; Indicate method of gasketing, weatherstripping and sealing of these openings 1 C402.5.5 C403.2.4.3 Outdoor air intakes, exhausts and relief openings Indicate locations of all stairway enclosure, elevator shaft and building pressurization relief 0. -nin.s, outside air intakes and exhaust o. - nin . s; Note in envelope plans that all relief, outside air Intake and exhaust openings shall be provided with dampers in accordance with Mechanical Section C403.2.4,3 C402,5.8 Recessed lighting in building envelope Indicate method of sealing between light fixture housing and wall or ceiling; Note in envelope plans that all recessed lighting fixtures shall be IC rated and have an air leakage rating not greater than 2 dm per ASTM E283 test; Include these requirements in lighting fixture schedules C402.5.8 Loading dock seals Indicate weather seal at cargo and loading dock doors C402,5.7 Vestibules Indicate locations and dimensions of vestibules and air curtains; Indicate exception and criteria utilized for all building entrances and exits that do not have a vestibule or air curtain; Indicate required performance for air curtains installed per exception 7; For unconditioned vestibules, indicate which envelope assembly (interior or exterior) complies with the requirements for a conditioned space C103.2 C402.5.1.2 Building air leakage test Indicate on plans the air barrier boundaries and area calculations on all six sides of the air barrier, Indicate air barrier test method in accordance with ASTM E779 or approved equivalent; Indicate required maximum leakage rate for compliance. Include the following requirements in project documents: (1) Submit air barrier test report to jurisdiction once test is completed; (2) If test results exceed 0.4 cfm1ft2 at 0.3 in. wg, then visually inspect air barrier and seal noted sources of leakage; (3) Submit a follow-up report to jurisdiction noting corrective measures taken; (4) Include air barrier test report in compliance documentation provided to owner. If "no" is selected for any suestlon,yrovIde explanation: End of Building Permit Plans Checklist Component Performance Path, pg. 1 ENV-UA 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Jun 2018 P ect : t, V CC 6 Date tillit93 14-11 Calculation Adjustments None Applied For Building Department Use Fenestration Area as % gross abovelrade wall area At Max. Target: Skylight A.rea as % gross roof area Max. Target: Vertical Fenestration Alternates: None Selectedon ENV -SUM Envelope Component Cavity+CI Plan/Detail # U-factor Source & Table # 2 Proposed UA U-factor x Area (A) = UA (U x N Target UA U-factor x Area (A) = UA (U x A) Rsetoccj R= R= Above Deck Insulation set occ. Iv al 2 R=setocc. R= R= Metal Building set o . et .1) o R= R Jo' ing ra er set occ„ 0 l s 24-, 1,1 -c 0R Rsetocc.1 Singe raft, attic, other set o . Opaque Wags - Above Grade4.6 0 w R R= setocc.3 Steel/metal frame set occ. • c° 7.-. 2 RBetocc.1 R= R= Metal Building set occ. *8 g R= R= R 4 .. aet occ. Wood Fra e, other set occ. ' C . 12. 1 0 Lac" R= R= R= s t ooc . Mass Wall set occ. 1 2 E R R= R= set occ. Mass Transfer Deck set occ. - Kt) R= R= set occ. GroupR Mass Wall set occ. jQ • E R= R= R= t41& sat occ. Assumed to be Mass Wail set occ. 'Group R4.1 R R R sat occ. Assumed to be Mass Wail set occ. o R setocc. Mass Floor set occ. 1, E E LL R= R= R= setocc.] . occ. Area Page 1 Subtotal UA Component Performance Compliance (UA) rea UA oi 4 ; rf"..) ' `' Component Performance Path, pg. 2 ENV-UA 2015 WSEC Compliance Forms for Commercial Buildings induding R2, R3, & R4 over 3 stories and all R1 Revised Jun 2016 Project Title: -71-.).6.;-tL aueeb.66- __ - Date b-\C, :511 er.- Fenestration Area as % gross above -grade wall area lips Max. Target: For Building Departmint Use Skylight Area as % gross roof area Ukk- Max. Target: Building Component Ins. R Plan/Detail # F-factorSource & Table # F-factor Proposed UA x Perimeter = UA(U x A) Target UA F-factor x Perimeter = UA (U x A), R= R= R= Pt) lia5t41411ou '4 141 tbc5,:rd set oco. Sla rade set occ. I lq .3e R= R= R= I eetoec.Ii Heated Slab -On -Grade set occ. Schedule ID U-factor u 910 U-factor x Area (A) = UA (U x A', U-factor x Area (A) = UA (U x A) . • • *61Y00D t i f.,,..t. 5i.o? set c. Opaque Swing Doors set occ. °427/ •,. I li3 8 setocc.1 Opaque roltup & sliding set occ. | vorticalFanouvaUv"^m | eetocc.t Non -Met& Frame set occ. cD x im To 1 ,litliX\I- 1 & .3,e .e,.e L3 , veo oc . set i Metal Frame, Fixed set occ. 6g37 .r, IL ci. o (-T3 I set occ. 1 Metal Frame, Operable set occ. |mtlentrance | set occ. Metal Entrance Door set occ. cI) ..5, 4,3 11.,ci• set occ. 1 All types set occ. TO COMPLY - The Proposed Total UA shall not exceed the Target Total UA. Page 2 Subtotal Page 1 Subtotal Project Total rea UA 1.„42 Component Performance Compliance (UA) Note 1- If vertical fenestration or skylight area exceeds maximum allowed per C402.4.1, then Target Area Adjustment of all applicable envelope elements will be calculated automatically by the compliance form. Refer to Target Area Adjustments worksheet for this calculation. Note 2 - Opaque assembly U-factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1. Note 3 - Proposed CMU mass wall in non -Group R that meet Table C402.1.4 Footnote D requirements can enter the target U-velue of 0.014 Note 4 - For semi -heated spaces utilizing the wall insulation exception, enter Target Wall U-factors under Proposed Wall U-factors so exterior walls am neutral to the calculation. Note 5- Mass transfer slab edges must be coveted with an assembly having an overal U-factor of 0,2. Note 6 - Demising walls, doors, and vertical fenestration separating spaces with different degrees of space conditioning (unconditioned, semi -heated, fully conditioned) shall be included only on the ENV-UA form for the space with the greatest degree of space conditioning. Note 7- List Group R above grade mass walls here. List all other mass walls, Commercial and Group R, in the Opaque Walls - Above Grade section. Note 8 - Slab -on -grade F-Factors shall come from Appendix A or calculated per approved method as specified in C402.1.5.1. Note 9 - Opaque door U-factors shall come from Appendix A or calculated per approved method as specified in C4021.5.1. A door is defined as opaque if less than 50% of the door area has glazing. Note 10 - Fenestration assembly U-Factors shall be the manufacturer's NFRC product rating which includes the glazing and frame, or shall be the default value per Section c303.1.3. -yevrniHt4 I eF Envelope Requirements Summary, pg 1 ENV-REQ 20 w EC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Jun 2016 Minimum Requirements This table summarizes prescriptive complance requirements for opaque elements and fenesbatbn. Refer for Prescriptive Compliance to Tables C402.1.3, C402.1.4 and C402.4 in the 2015 WSEC for important footnotes that apply to these tables. Refer to Section C402 for all applicable requirements that apply foreach envelope element type and applicable exceptions. Refer to Section C410 for al applicable information for refrigerated spaces. Prescriptive Path Table C402.1.3 Notes 1,7 Insulation Minimum R-Value Table C402.1.4 Notes 1,2 Assembly Maximum U-factor Occupancy Group All Other 1 Group R All Other l Group R Opaque Elements Roofs hisulation Entirely above Deck R-38 c.i. R-38 c.i. U-0.027 U-0.027 Metal Building (with thermal spacer block) Note 3 R-25 + R-11 Ls R-25 + R-11 Ls U-0.031 L'-0.031 Attic and Other R-49 R-49 U-0.021 U-0.021 Joist or single rafter R-49 R-49 U-0.027 U-0.027 Walls. Above -grade Mass R-9.5 c.i, Note 6 R-13.3 c.i. U-0.104Note 6 U-0.078 Mass transfer deck slab edge No R-Value for prewTiptive compliance U-0.200 U-0.200 Metal Building R-19 c.i. R-19 c.i. U-0.052 U-0.052 Steel Framed R-13 + R-10c.i. R-19 + R-8.5 c.i. U-0.055 U-0.055 Wood Framed and Other R-21 w! int. frame R-21 wi int. frame U-0.054 U-0.054 Below Grade Wall Note a Sante as above grade Same as above grade Floors Mass R-30 c.i. R-30 c.i. U-0.031 U-0.031 Steel Joist R-38 + R-10 c.i. R-38 + R-10 c.i. U-0.029 U-0.029 Wood Framed and Other R-30 R-30 1:-0.029 U-0.029 Slab -On -Grade Floors Unheated R-10 for 24 in. (from top of slab) F-0.54 F-0.54 Heated Note 5 R-10 perimeter & under entire slab F-0.55 F-0.55 Opaque Doors Swinging No R-Value for prescriptive compliance U-0.37 U-0.37 Nonswinging (Roll -up or sliding) R-4.75 I R-4.75 U-0.34 U-0.34 Table C402.4 - 0-30°6 of wall area, or 30°6-40% per Section C402.3.1.1 DLZ or Section C402.3.1.4 DOAS Section C102.3.1.3 High Performance Fenestration Option - 0-40, o of Mul! area Fenestration Assembly Maximum U-factor Notes 1,2 Vertical Fenestration Nonmetal framing U-0.30 U-0.30 U-0.28 U-0.28 Metal framing (fixed) U-0.38 U-0.38 U-0.34 U-0.34 Metal framing (operable) U-0.40 U-0.40 U-0.36 U-0.36 Entrance doors U-0.60 U-0.60 L'-0.60 U-0.60 Skylights Skylights U-0.50 I U-0.50 U-0.50 U-0.50 Fenestration Assembly Maximum SHGC Factor Vertical Fenestration PF'0.2: north - SHGC=0.53; all other SHGC=0.4 0.2 5 PF < 0.5: north - SHGC-0.58; all other - SHGC-0.48 PF z 0.5: all orientations - SHGC-0.64 PF- 0.2: north - SHGC '0.46; all other SHGC=0.35 0.2 5 PF < 0.5: north - SHGC-0.51 : all other - SHGC-0.42 PF >_ 0.5: all orientations - SHGC-0.56 Skylights SHGC-0.35 SHGC-0.35 C410.2 Refrigerated Spaces Insulation Insulation Minimum R-Value Assembly Maximum U-factor Freezers - Walk-in and Warehouse Roof / Ceiling R-32 U-0.030 Wall R-32 U-0.030 Door R-32 U-0.030 Door - transparent reach -in triple -pane. heat -reflective treated or gas Floor R-28 U-0.035 Coolers - Walk-in and Warehouse Roof % Ceiling R-25 U-0.039 Wall R-25 Li-0.039 Door R-25 U-0.039 Door - transparent reach -in double -pane, heat -reflective treated & gas fill, or comply with freezer door req. Envelope Requirements Summary, pg 2 ENV-REQ 2015 WSEC Compliance Forms for Commercial Buildings including R2, R3, & R4 over 3 stories and all R1 Revised Jun 2016 Defmllions: Ls = Liner system -- A continuous membrane installed below the mirlins and uninterrupted by framing members. Uncompressed. unfaced insulation rests on top of the membrane between the purling. Refer to Section A102.2.5.4. c.i. = Continuous insulation -- Insulation that is continuous across all structural members without thermal bridges other than service openings and penetrations by metal fasteners with a x-sectional area of less than 0.04% of the opaque surface area of the assembly. Components with more than 0.0,LP it metal penentrations may be eligible to follow the alternate CI values below. int = Intermediate framing -- Includes insulated headers, comers and interior partition wall to exterior wall intersections. Refer to Section A103.2 for framing definitions. Footnote Summary: Each table in the 2015 WSEC has footnotes applicable to specific information provided in the table. This footnote summary provides only abbreviated details from these footnotes, Refer to 2015 WSEC for completefoolnote information. Note 1 - Assembly descriptions can be found in Chapter 2 and Appendix A Note 2 - Use of assembly U-factors, C-fanominal ctors and F-factors from Appendix A and Chapter 3 are required unless otherwise allowed by the provisions of this Code. Note 3 - For metal building roofs where using R-value compliance method, a themial spacer block is required. Otherwise use the U-factor compliance method. Note 4 - Where heated slabs are below -grade, below -grade walls shall comply with the exterior insulation requirements for heated slabs. Note 5 - Heated slab F-factors shall be detemiined specifically for heated slabs. Unheated slab F-factors shall not be used. Note 6 - CMU walls in all occupancies other than Group R may be eligible for reduced insulation if all provisions stated in applicable footnote are met. Refer to Footnote D in Table C402.1.4 or Footnote C in Table C402.1.3 for eligibility requirements. Note 7 - Components with continuous insulation but with metal penetrations connections may be eligible for alternate continuous insulation R-values if all provisions in applicable footnote are met. Refer to alternate prescriptive R-values in table below and Footnote F in Table C402.1.3 for eligibility requirements. Alternate continuous insulation nominal R-v-alues This alternate nominal. R-value compliance option is allowed for projects complying with all of the following: 1. The ratio of the cross -sectional area, as measured in the plane of the surface, of metal penetrations of otherwise continuous insulation to the opaque surface area of the assembly is greater than 0.0004 (0.04%), but less than 0.0012 (0.12°/0). 2. The metal penetrations of otherwise continuous insulation are isolated or discontinuous (e.g, brick ties or other discontinuous metal attaclunents, offset brackets supporting shelf angles that allow insulation to go between the shelf angle and the primary portions of the wall structure). No continuous metal elements (e.g., metal studs, z-girts, z-channels, shelf angles) penetrate the otherwise continuous portion of the insulation. 3. Building permit drawings shall contain details showing the locations and dimensions of all the metal penetrations (e.g., brick ties or other discontinuous metal attachments, offset brackets, etc.) of otherwise continuous insulation. In addition, calculations shall be provided showing the ratio of the cross -sectional area of metal penetrations of otherwise continuous insulation to the overall opaque wall area. .4,:,...eutblic„ with teat211110.13 zu:mtatioa (.at definition) .41terhoie opium for n41,embity, With Metal posetrarron, tire ator thaw 0.0.itso but tett than )).C.S.o Alters:at option for suiembhos with inotal penetrotioE„ greater than or equal to Q_08be but 1st than 0.12 eo P-1. - Ft-- f.):: P.-:; - F.-1):Qt «.111 - F.. i.". -.".:: R.:.•7. - F...1:5 Sr: 7.-1.):,- Ft-3 'tt F.-1g,- F.-.1:. ,:•1 F..117,- F.-:i -c: P..-:,.'s - P.-15c1 F-1:. -F.-:.,::: F.-U. - F...:1 - 7..'::: -F.-1`.2,:: End of Envelope Requirements Summa cAlo--1$ tPx3. • SKETCH OF ELEMENT Note Mat+e-ooplss of this lormlor wsty l Framicp Ratio (it applicable • p--th Iwsua•I I►t t Dom_ R6P GEIUNk 'Piss Material Thickness Inches Rlln Thickness R Value Solid R value Cavity sApeitiO 8.15 3Va. 1lIhi �pA+a 7c ut * '�4 C.,, Ant- ' P ei • • . Summation R Values U s 'UR u Value for E sment (Avg.) Area of Area of Element is net area after been attracted. • Element: P -1 1 p wgr�►1- SKETCH OF ELEMENT Note: Make copies o1$h s form lot every bultdin GYP PP. ARA Framing Ratio (if applicable) Material' Thickness inches R/In Thickness R Value Solid R valve Cevit* Air- Pt.M �dvi P ti II *Lil . .��- .01- Wes`% fi%3 �l _ Gr'' - YZ. • in.Ywoo a Vz21 A 6Z . . Summation R Values�i` U ! 1/R U Veue tor Element (Avg) Area of Element' Area of Element is net area after o been subtracted. such as doors, windows and s1gh s have Element Gkr,- SKETCH OF ELEMENT Note: Make copies of this form for every building element. Pramkig R f applicable) R / Inch Thickness R Value Solid R Value Cavity 1) WitsEita Tug 6•101 2) Vils OM* - I &SP& 3) VIV %UV tv, 11 . tilts Oa 4) t-2i ea •fil a it 41 . . _ 10. &SG . . b.S2-• Atria:se, jia suit _ 0 bq 8) 9) _ 10) 11) Total R Values U Value a 1/R *AI 10•C$ Average U Value Is 'Value for Element (Avg.) • 111 SW (Framing Ratio) + U (Cabity Rao))/2 Area of Element * Area of Element Is net area after openings such as doors, windows and • sylights have been subtracted. City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director October 25, 20 19 David Kehle 1916 Bonair Dr SW Seattle, WA 98116 RE: Request for Extension #1 Permit Number D19-0094 D19-0099 D19-0112 M19-0057 PG19-0052 Dear Mr. Kehle, This letter is in response to your written request for an extension to the permits above. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permits through May 30, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, tat Rache le Ripley Permit Coordinator File: Permit No. D19-0094 D19-0099 D19-0112 M19-0057 PG19-0052 Tukwila City Hall • 6100 Southcenter Boulevard • Tukwila, WA 98188 • 106-433-1800 • Website: TukwilaWA.gov dain keh e October 10, 2019 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Attn: RE: Mr. Jerry Hight Shasta Beverage Inc, 1227 Andover Park E Tukwila, WA 98118 Tenant Improvement QC Lab HVAC M19-0057 Dear Mr. Hight, P 'r `-!st for Extension # Current ETiration Date: Extension :'-equest: XApprov?d .for cCD days Denied (provide explanation) Signature/Initials 715 RECEIVED CITY OF TUKWILA OCT •1 1 2019 PERMIT CENTER As the Design Professional In Responsible Charge, I am requesting an extension for the above permit based on the following: 1. There are several sequential items that need to take place before other permitted projects can proceed. Timing is causing delays for some construction and final inspections. 2. There are on going reviews of some projects (Glycol Room, and revised drawings for Breakroom and QA lab) that have been submitted to the city 3. There are on going reviews of the projects waiting for our responses or city reviews. 4. We have been working with Lee on several of the permits and inspection processes. For the above reasons, I am requesting the permit be extended. If you have any questions, please let me know. David Kehle 1916 Bonair Drive S.W. Seattle, WA 98116 (206) 433-8997 fax (206) 246-8369 email: dkehle@dkehlearch.com City of Tukwila Department of Community Development 10/1/2019 DAVID KEHLE 1916.BONAIR DR SW SEATTLE, WA 98116 RE: Permit No. M19-0057 SHASTA BEVERAGES, INC - QC LAB 1227 ANDOVER PARK E Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/30/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/30/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: M19-0057 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director April 4, 2019 William Hill, CBO, ACO BHC Consultants 1601 Fifth Ave, Ste 500 Seattle, WA 98101 RE: Supplemental Nonstructural Review Development Permit M19-0057 Shasta Beverage — QC Lab — 1227 Andover Park E Dear Mr. Hill, Please review the enclosed set of plans and documents for compliance with the 2015 International Mechanical Code. As always, once all items have been reviewed and deemed correct, please provide two approved sets of approved plans and calculations with original approval stamps back to the Permit Center, attention Building Official. If you have any questions regarding these drawings and/or the scope of work feel free to contact David Kehle (Project Design Professional in Responsible Charge) at 206- 433-8997 or Jerry Hight (City of Tukwila Building Official) at 206-431-3675. If you should have any questions, please feel free contact us in the Permit Center at (206) 431-3670. Sincerely, Bill Rambo Permit Technician encl File: MI9-0057 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0057 DATE: 03/10/2020 PROJECT NAME: SHASTA BEVERAGES. INC - QC LAB SITE ADDRESS: 1227 ANDOVER PARK E Original Plan Submittal Response to Correction Letter # Revision # X Revision # before Permit Issued after Permit Issued DEPARTMENTS: Buildingfvision Public Works tON Ftre Prevention Structural Planning Division Permit Coordinator III PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 03/12/2020 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Approved with Conditions Denied (le: Zoning Issues) DUE DATE: _ 0423/2020 __ DATE: Fire Fees Apply Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire D Ping PW Staff Initials: 12/18/2013 7 COORD COM-- PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0057 DATE: 04/03/19 PROJECT NAME: SHASTA QC LAB SITE ADDRESS: 1227 ANDOVER PARK E X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued 1, DEPARTMENTS: \22/ Bui ing Division Public Works tot' yp, Fire Prey ntion imp Structural P Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 04/04/19 Structural Review Required REVIEWER'S INITIALS: DATE: r APPROVALS OR CORRECTIONS: Approved P Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (le: Zoning Lssues DUE DATE: 05/02/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire D Ping 0 PW Staff Initials: 12/18/2013 PROJECT NAME: SITE ADDRESS: PERMIT NO;- M I CIPS ORIGINAL ISSUE DATE: - REVISION LOG REVISION NO. DATE RECEIVED STAFF INITTittl/EtLS ISSUED DATE STAFF INITIALS Summary of Revision: re 0 eit7k POO e ive ()Vitt ti tC110{- Weir I( i ift•AdL) Ci-ek) t4ot 4) w t I Received by: REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: hirp:/Avww,citukwita,wa.iis Steve Lancaster, Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 62.. Plan Check/Permit Nu er: O Response to incomplete Letter # O Response to Correction Letter # Revision # 1 after Permit is Issued O Revision requested by a City Building inspector or Plans Examiner Project Name: Miti-A7:. alsc 14 Project Address: 1141 orma_. Roc Contact Person: al la. eitte Phone Number: 1.X0-472-3 Summary of Revision: Oaeroirtit7i,1 or 2vp. Mautrao, 1+.44. Caort>47i2ic_- lViOLuriec7 aCCAKtr-rwOar RECEIVED CITY OF TUKWII A PFRMIT CENTER Sheet Number(s): "Cloud" or highligh Received at the City of Tukwila Permit Center by: Ei5"-----Entered in Permits Plus on applizattonslforms-applications on linekrevision submittal Created: 8-13-2004 Revised: / CITY 1' IVICHTILA Department of Community Development 630o Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-367o FAX (206) 431-3665 E-mail: tukplanaci.tukwila.wa.us AFFIDAVIT IN LIEU OF C STATE OF WASHINGTON) ) ss. COUNTY OF KING r? [please print name] Permit Center/Building Division 206 431-3670 Public Works Department 206 433-0179 Planning Division 206 431-367o NTRACTOR REGISTRATION , states as follows: PERMIT NO: M [9**-005.2, • .00g 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number , and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.3.61 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. A iv T44). 4/110 .11110 Owner/Owner's Agent* Signed and sworn to before me this day of "-JW1 NOtAR PUBLIC in and for the State of Washington Residing at Name as commissioned: tii‘q My commission expires: aslac , County We' 3 U z S 0 3 P 3 MFGR. & MODEL TITUS MODEL MCD / R-1 SIZE AIR DISTRIBUTION SCHEDULE CAPACITY (C.F.M.) MAX. NECK VEL 12 }1 12 28' - 400 000 400 MAX N.C. Sa MAX. S.P. REMARKS DROP I 06 03 PROVIDE WITH OPPOSED BLADE VOLUME DAMPERS MCD, TYPE 3 FOR LAY -IN T-BAR CEILINGS. T-BAR CEILINGS. ABBREVIATIONS AFF BAS BD CDR CDS CFM DDC DP DX EA ETR FFA FFB GPM IN WC LL MAX MBH ABOVE FINISHED FLOOR BUILDING AUTOMATION SYSTEM BACKDRAFT DAMPER CONDENSATE WATER RETURN CONDENSATE WATER SUPPLY CUBIC FEET PER MINUTE DIRECT DIGITAL CONTROL DIFFERENTIAL PRESSURE DIRECT EXPANSION EXHAUST AIR EXISTING TO REMAIN FROM FLOOR ABOVE FROM FLOOR BELOW GALLONS PER MINUTE INCHES OF WATER COLUMN LANDLORD MAXIMUM 1000 BTU PER HOUR MC MIN NC OA RA SA SD TFA TFB TYP UNO WI W/0 MECHANICAL CONTRACTOR MINIMUM NOISE CRITERIA OUTSIDE AIR RETURN AIR SUPPLY AIR SMOKE DUCT DETECTOR TO FLOOR ABOVE TO FLOOR BELOW TYPICAL UNLESS NOTED OTHERWISE WITH WITHOUT STANDARD MOUNTING HEIGHTS ANNOTATIONS CU\ 1_/ s MECHANICAL PLAN CALLOUT MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED AND INSTALLED UNLESS NOTED OTHERWISE) CONNECTION POINT OF NEW WORK TO EXISTING DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER Mt)) LOWER NUMBER INDICATES SHEET NUMBER 'I( -SECTION CUT DESIGNATION M1,1 -� MECHANICAL (AFF, AFG, UNLESS NOTED OTHERWISE) THERMOSTATS (USER ADJUSTABLE)(TOP OF DEVICE) CONTROLS (TOP OF DEVICE) Mk. No. AC-1 AIR CONDITIONING UNIT SCHEDULE (AC) (" DAIKIN") Manufacturer & Mo #1 Description CFM Heating (BTU/HR) SEER @ TOTAL ARI FTX812AXVJU i VERTICAL 360 I 11,300 17 1. ALL FURNACES SHALL BE PROVIDED WITH THE FOLLOWING: HOT SURFACE IGNITER, 2. COMBUSTION AIR INDUCTERS, PAINTED/ FULLY INSULATED CABINETS. PROVIDE ONE FULL SIZE SUPPLY AIR PLENUM & PROVIDE A BOTTOM RETURN AIR CONNECTION AT THE FURNACE TO ACHIEVE REQUIRED AIRFLOW. OUTDOOR CONDENSING UNIT (CU) ("CARRIER") Mk. No. } Nom. Tons CU-1 1 Manufacturer & Mo. # RXB12AXVJU ESP INCHES 0.5 Elec. Requirements Ship Volts Ph Wt.-Lbs. 208 1 20 COOLING COIL FrXB12AXVJU - (VERTICAL N-COIL EVAPORATOR COIL W/ PURON) 3. PROVIDE CONDENSATE NEUTRALIZER KIT FOR ALL THE DACU UNITS. Cooling (BTU/HR) Elec. Requirements Total Volts Ph MCA 1 l,000 230 1 7.95 Max. Fuse SEER 15 EER 14.0 j 8.5 Ship Wt.-Lbs. 57 ALL CONDENSING UNITS SHALL BE PROVIDED WITH THE FOLLOWING: TOTALLY ENCLOSED FAN MOTORS, R410A REFRIGERANT, LIQUID LINE DRIER, HIGH PRESSURE SWITCH, PROVIDE CONCRETE HOUSEKEEPING PAD, COOLING MBH BASED ON 92°F OADS & 67°F IAEWB 77°F IAEDB. ALL CONDENSING UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. Remarks MARK AHU-1 NOTES: AREA OF SERVICE QA-LAB TYPE HEAT PLUMP MANUFACTURER MODEL GOODMAN GPH14 36M41 A* SUPPLY CFM 1396 OUTSIDE AIR / ESP (CFM) 279 FAN DATA BHP (HP) 0.5 1 /4 AIR HANDLER UNIT SCHEDULE COOLING CAPACITY GROSS RPM NOM TONS (BTU/h) MIN EER 830 3 34400 11 HEATING CAPACITY OUTPUT ( BTU/h ) 33200 EFF'CY (%.. 80 MCA 27 MOCP 48„ ELECTRICAL VOLTS 40 208/230 PHASE HZ 60 1. GENERAL DEMOLITION NOTES: OWNER RETAINS RIGHTS OF SALVAGE FOR EQUIPMENT AND FIXTURES TO BE REMOVED. COORDINATE WITH OWNER THE EQUIPMENT AND FIXTURES TO BE SALVAGED AND THE LOCATION FOR STORAGE. AVOID DAMAGE TO SALVAGED EQUIPMENT, FIXTURES AND DEVICES DURING DEMOLITION WORKAND DURING TRANSPORT TO OWNER'S DESIGNATED STORAGE LOCATION. 2, AVOID DAMAGING EXISTING SURFACES AND EQUIPMENT TO REMAIN FOR NEW INSTALLATION. REPAIR DAMAGE CAUSED DURING WORK AT NO EXTRA COST TO THE OWNER. 3, SEAL PENETRATIONS THROUGH FLOORS, WALLS, CEILINGS AND ROOFS WHERE MECHANICAL COMPONENTS ARE REMOVED AND WHERE THE EXISTING PENETRATION IS NOT USED FOR THE NEW INSTALLATION. REPAIR DAMAGED SURFACES TO MATCH ADJACENT AREAS OR AS INDICATED ON THE ARCHITECTURAL DRAWINGS. 4, REMOVE HANGERS AND SUPPORTS WHERE DUCTWORK, PIPING AND/OR EQUIPMENT ARE REMOVED AND THE EXISTING HANGERS AND SUPPORTS ARE NOT USED FOR THE NEW INSTALLATION. 5. INSTALL PERMANENT CAPS WHERE DUCTWORK AND PIPING IS REMOVED AND THE EXISTING TAPS ARE NOT USED FOR THE NEW INSTALLATION. WHERE DUCTWORK AND PIPING ARE REMOVED AND THE EXISTING TAPS WILL BE USED FOR THE NEW INSTALLATION, INSTALL TEMPORARY CAPS TO PROTECT THE INTERIOR SURFACES UNTIL NEW DUCTWORKAND PIPING ARE INSTALLED. 6. INSPECT EXISTING EQUIPMENT TO REMAIN TO VERIFY THAT EQUIPMENT IS OPERATING P$Q17-134Y, NOT1EY gW�NFI;OF QAMAGER 4NOLP5 MALE1lN93.10,911MPQNE,ITS. j-7, TERMINATION VENT FOR DUCT FOR OUTSIDE AIR. NOTE 10' AWAY FROM WASTE, VENT, AND ANY EXHAUST LINE. OWNER RETAINS RIGHTS OF SALVAGE FOR EQUIPMENT AND FIXTURES TO BE REMOVED. WEIGHT (LB) 400 REMARKS 1. PROVIDE ALUMINUM BACKDRAFT DAMPER 2. PROVIDE WEATHER HOOD 3. EXHAUST FAN SHALL HAVE CONTROL SWITCH / SPEED CONTROL NEAR HOOD LOCATION 4. MOTOR SPEED T4/T5 5. DOWN -SHOT POSITION 6. ECONOMIZER SHALL INSTALL FOR EACH RTU, 1 ;'OSA CALCULATION: QA LAB AREA = 913.5FT 913.5FT x .18 =164.43 CFM 23PPL x 5CFM/PPL = 115CFM 164 CFM + 115CFM = 2790SA 1 /4" STEEL RING TO BE 1" BIGGER IN DIAMETER THAN HOLE THRU WALL AND HELD WITH PIPE CLAMP PIPE EXTERIOR WALL PIPE THRU WALL NO SCALE FILL W/ DOW CORNING 3-6548 SILICONE RTV FOAM ALL AROUND r- PIPE INSULATION LOOSE PACKED INSULATION ALL AROUND SLIP & DRIVE CONNECTION DUCT FLANGE - FLASH & COUNTERFLASH -, BY GEN. CONTRACTOR ROOFING ]__ _ , ROOF DECK, SEE ARCH. DWGS. ROOF OPENING BY G.C. DUCT THRU ROOF DETAIL NO SCALE F 0I Pa;-,'mR No. Plan review SP0rC :,401 i0 terrors arts: 'R0S$tons Agproval C .cuon loco 1eYi0 ooe16 Tot autlwriZY '11e a; " trip acooted code or ardlnance R9Lr D 7Dr F;PID C ocr. and acH >vIHagecc-- ....,- By: Oat --. SEAL WATERTIGHT ALL AROUND DUCT -- ROOF CURB BY G.C., REFER TO ARCH. DWGS. 1 /2" CLEAR ALL AROUND (MIN.) S/M DUCT 1-1 /2" DUCT LINING SEPARATE PERMIT REQUIRED FOR: ❑ Mechanical Electrical a I Plumbing Gas Piping City of Tukwila BUILDING DIVISION REV, EONS No changes I +IL t> Y� made to ire scope of wok rut flout Urto)-1ooDr0fl tout .',.) oorov?V Ot ine tUkWlla Building DItv0S/0n NOTE; IRevISIOnS w/l require a new 013/1 mltta) and may Ir1clu(e addlttonal plan l'eB M19 0057 MECHANICAL SYMBOLS I NOTE: THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS, ETC. ARE NECESSARILY USED ON THE DRAWINGS. HVAC EQUIPMENT & DUCTWORK NOTE: ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE INSIDE DIMENSIONS. SEE M.401.00 FOR THE SPECIFICATION FOR DUCTWORK TO RECEIVE INSULATION OR LINER. EXISTING DUCTWORK OR EQUIPMENT TO REMAIN EXISTING DUCTWORK OR EQUIPMENT TO BE REMOVED BRANCH DUCT WITH 45° RECTANGULAR - ROUND BRANCH FITTING AND MANUAL VOLUME DAMPER RETURN, EXHAUST, OR OUTSIDE AIR DUCT UP RETURN, EXHAUST, OR OUTSIDE AIR DUCT DOWN SUPPLY AIR DUCT UP SUPPLY AIR DUCT DOWN EQUIPMENT WITH FLEXIBLE DUCT CONNECTION 10" CSD-1 300 CFM NECK SIZE, TYPE, CFM OF SUPPLY DIFFUSER OR REGISTER MANUAL VOLUME DAMPER SQUARE TO ROUND TRANSITION DUCT MOUNTED SMOKE DETECTOR (SD=SUPPLY/RD=RETURN) RD 3FDl (,FSD) SD! VD MD D1 CA2) FIRE DAMPER FIRE SMOKE DAMPER SMOKE DAMPER VOLUME DAMPER MOTORIZED DAMPER BALANCE DAMPER CARBON DIOXIDE SENSOR TC) TIME CLOCK CONTROL i, HUMIDITY SENSOR LSD' PULL STATION SP STATIC PRESSURE SENSOR TEMPERATURE SENSOR -.7,2% (F) FLOW METER H� HUMIDISTAT T THERMOSTAT TS 1, GENERAL NOTES: PRIOR TO SUBMITTING BID, VISIT THE JOB SITE AND BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS OF THE PROJECT. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ENGINEER AND/OR TENANT OF CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2, COORDINATE THE INSTALLATION OF THE MECHANICAL SYSTEMS WITH OTHER TRADES TO ENSURE A NEAT AND ORDERLY INSTALLATION. INSTALL DUCTWORK AND PIPING AS TIGHT TO STRUCTURE AS POSSIBLE. COORDINATE WITH OTHER TRADES TO AVOID CONFLICTS. COORDINATE INSTALLATION OF DUCTWORK AND PIPING TO AVOID CONFLICTS WITH ELECTRICAL PANELS, LIGHTING FIXTURES, ETC. ANY MODIFICATIONS REQUIRED DUE TO LACK OF COORDINATION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO EXTRA COST TO THE TENANT. 3, DURING INSTALLATION OF NEW WORK, AVOID DAMAGING EXISTING SURFACES AND EQUIPMENT TO REMAIN. REPAIR DAMAGE CAUSED DURING CONSTRUCTION AT NO EXTRA COST TO THE TENANT. 4. ALL MECHANICAL EQUIPMENT SHOWN ON THE MECHANICAL PLANS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR UNLESS OTHERWSE NOTED. 5. NEW MECHANICAL EQUIPMENT, DUCTWORKAND PIPING ARE SHOWN AT APPROXIMATE LOCATIONS, FIELD MEASURE FINAL DUCTWORK AND PIPING LOCATIONS PRIOR TO FABRICATION AND MAKE ADJUSTMENTS AS REQUIRED TO FIT THE DUCTWORK AND PIPING WITHIN THE AVAILABLE SPACE. VERIFY THAT FINAL EQUIPMENT LOCATIONS MEET MANUFACTURER'S RECOMMENDATIONS REGARDING SERVICE CLEARANCE AND PROPER AIRFLOW CLEARANCE AROUND EQUIPMENT. 6. INSTALL DUCTWORKAND PIPING PARALLEL TO BUILDING COLUMN LINES UNLESS OTHERWSE SHOWN OR NOTED. 7, OVERHEAD HANGERS AND SUPPORTS FOR EQUIPMENT, DUCTWORKAND PIPING SHALL BE FASTENED TO BUILDING JOISTS OR BEAMS. DO NOT ATTACH HANGERS AND SUPPORTS TO THE ABOVE FLOOR SLAB OR ROOF. B. COORDINATE LOCATION OF EQUIPMENT SUPPORTS WITH LOCATION OF EQUIPMENT ACCESS PANELS/DOORS TO ENABLE SERVICE OF EQUIPMENT AND/OR FILTER REPLACEMENT. 9. SEAL PENETRATIONS THROUGH THE BUILDING COMPONENTS IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. FIREPROOF PENETRATIONS THROUGH FIRE RATED COMPONENTS IN ACCORDANCE WITH U.L. REQUIREMENTS. 10, COORDINATE THE EXACT MOUNTING SIZE AND FRAME TYPE OF DIFFUSERS, REGISTERS AND GRILLES WITH THE SUPPLIER TO MEET THE CEILING, WALL AND DUCT INSTALLATION REQUIREMENTS. 11. ADJUST LOCATION OF CEILING DIFFUSERS, REGISTERS AND GRILLES AS REQUIRED TO ACCOMMODATE FINAL CEILING GRID AND LIGHTING LOCATIONS. 12. DUCTWORK CROSSING FIRE RATED WALLS OR OTHER FIRE RATED ASSEMBLIES SHALL BE MINIMUM 26 GAUGE SHEET METAL. 13, PROVIDE FIRE OR FIRE/SMOKE DAMPERS, AS APPLICABLE, IN DUCTWORKAT CEILINGS AND WALLS AT LOCATIONS SHOWN ON THE PLANS. FIRE AND FIRE/SMOKE DAMPERS SHALL CONFORM TO NFPA AS APPLICABLE. COORDINATE SLEEVE LENGTH WITH REQUIREMENTS OF INSTALLED LOCATION. 14. PROVIDE WALL OR DUCT ACCESS PANELS OR DOORS FOR ACCESS TO FIRE AND FIRE/SMOKE DAMPERS. ACCESS PANEL OR DOOR SHALL BE MINIMUM SIZE OF 10 INCH BY 10 INCH AND SHALL BE INSTALLED WITHIN 12 INCH OF DAMPER. PROVIDE A REMOVABLE DUCT SECTION WHERE DUCT SIZE IS TOO SMALL FOR A 10 INCH BY 10 INCH ACCESS DOOR. 15. LOCATE AND SET THERMOSTATS AND TEMPERATURE SENSORS AT LOCATIONS SHOWN ON PLANS. VERIFY EXACT LOCATIONS WITH ENGINEER PRIOR TO INSTALLATION, INSTALL DEVICES 1MTH TOP OF DEVICE AT MAXIMUM 48 INCH AFF TO MEETADA REQUIREMENTS UNLESS NOTED OTHERWISE ON PLANS. PROVIDE INSULATED BACKING FOR THERMOSTATS MOUNTED ON EXTERIOR BUILDING WALLS. INSTALL WRING IN CONDUIT PROVIDED BY ELECTRICAL CONTRACTOR. AT A MINIMUM, PROVIDE CONDUIT IN THE WALL FROM THE JUNCTION BOX TO 6 INCH ABOVE THE CEILING, 18. COORDINATE THE LOCATION AND ELEVATION OF WALL -MOUNTED DEVICES WITH PRESENTATION BOARDS, DISPLAY CABINETS, SHELVES OR OTHER COMPONENTS THAT 00e0=BE INSTALLED"UNDER OTHER DIVISIONS OR ARE EXISTING TO REMAIN. CONTRACTOR WILL NOT BE REIMBURSED FOR RELOCATION OF WALL -MOUNTED DEVICES CAUSED BY A LACK OF COORDINATION. 17. PROVIDE A MANUAL BALANCING DAMPER IN EACH BRANCH DUCT TAKEOFF FROM MAIN SUPPLY, RETURN, OUTDOOR AND EXHAUST AIR DUCTS. 18. PROVIDE A PREFABRICATED 45 DEGREE, HIGH EFFICIENCY, RECTANGULARJROUND BRANCH DUCT TAKEOFF FITTING WITH MANUAL BALANCING DAMPER AND LOCKING QUADRANT FOR BRION DUCT CONNECTIONS AND TAKE -OFFS TO INDIVIDUAL DIFFUSERS, REGISTERS AND GRILLES. 19. BRANCH DUCTWORK TO AIR"OUTLETS SHALL BE SAME SIZE AS OUTLET NECK SIZE UNLESS OTHERWISE NOTED. 20. PROVIDE NEW AIR FILTERS PRIOR TO TESTING AND BALANCING. REPORT ANY DEFICIENCIES TO TIE OWNER OR ENGINEER. CONTRACTOR SHALL SUBMIT TO THE TENANT AND ENGINEER A WRITTEN REPORT DESCRIBING TESTS PERFORMED TO VERIFY OPERATION AND RESULTS OF THE TESTS. 21. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING TO ARCHITECT AND ENGINEER A TEST AND BALANCE REPORT AT SUBSTANTIAL COMPLETION. TEST AND BALANCE REPORT SHALL BE PROVIDED TO ARCHITECT AND ENGINEER PRIOR TO ENGINEER'S FINAL PUNCH. 22. INDOOR AIR QUALITY MEASURES: PROTECT INSIDE OF (INSTALLED AND DELIVERED) DUCTWORK AND HVAC UNITS FROM EXPOSURE TO DUST, DIRT, PAINT AND MOISTURE. REPLACE INSULATION THAT HAS GOTTEN WET AT ANY TIME DURING CONSTRUCTION, DRYING THE INSULATION IS NOT ACCEPTABLE. SEAL ANY TEARS OR JOINTS OF INTERNAL FIBERGLASS INSULATION. REMOVE DEBRIS FROM CEILING INCLUDING DUST. AN INDEPENDENT, PROFESSIONAL DUCT CLEANING COMPANY SHALL VACUUM CLEAN ANY DUCTWORK CONNECTED TO HVAC UNITS THAT WERE OPERATED DURING THE CONSTRUCTION PERIOD AFTER NEW FILTERS ARE INSTALLED AND PRIOR TO TURNING SYSTEM OVER TO THE TENANT. 23. PROVIDE CODE REQUIRED SEISMIC BRACING OF NEW DUCTWORK AND EQUIPMENT. 24. TENANT GC MUST COMPLY WITH ALL COMMENTS FROM LANDLORDS MEP ENGINEER OR AS DIRECTED BY THEIR FIELD PERSONNEL 25. SUPERINTENDENT MUST PROVIDE 3 COPIES OF AIR BALANCE REPORT TO ON -SITE MALL OPERATIONS MGR. BEFORE LEAVING THE PROPERTY UPON CONSTRUCTION COMPLETION. 26. COVER ALL AIR INTAKES DURING CONSTRUCTION TO PREVENT DUST FROM ENTERING THE UNIT. 27. GC MUST CHANGE FILTERS UPON CONSTRUCTION COMPLETION. 28. COMMERCIAL ROOFING REQUIRED FOR ALL ROOF PENETRATIONS. 29. HOT WORK PERMIT MUST BE OBTAINED FROM LANDLORD 24 HR IN ADVANCE OF HOT WORK. AF NEWPERFORMED, HOT WORK PERMIT MUST BE OBTAINED EACH DAY THAT HOT WORK WILL 30. MECHANICAL SYSTEMS ARE TURNED OVER TO THE TENANT IN "AS -IS" CONDITION AS 31. TENANTPROJECT.'S GC TO ENSURE ROOFTOP EQUIPMENT CANNOT BE VISIBLE FROM ANY POINT IN THE 32. TENANT GC MUST PAINT AND LABEL ALL ROOFTOP EQUIPMENT PER THE LANDLORD SPECIFICATION. 33. EQUIPMENT, EXHAUST FANS, AND UTILITY VENTS CANNOT BE HIGHER THAN THE PARAPET WALL IN THE ROOF WELL AREA. 34. NEW MECHANICAL SYSTEM MUST BE STRUCTURALLY ENGINEERED FOR THE WEIGHTS, AS REQUIRED. 35. THE LOCATIONS OF THE EQUIPMENT SHOULD BE THE SAME AS EXISTING. ANY CHANGES MUST BE REVIEWED AND APPROVED IN WRITING BY THE LANDLORD. i E l PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBINC ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-183 www.peica.com Stamp: wino 03/19/20 4/29/19 • U Z v rW V W L .. LJ ° CO • C co ® E 2 V) J Q Q N v O 1227 Andover Park E Ti IL‘AAile-4 1A/ A OQ l QQ REVISIONS FOR CITY SUBMITTAL ....,--..-.--3/8/19 WEL OMPLIA PPROVED PCK 4019 MAI31209 CI ILI Tukwila I DIVISION Project Manager. CR Date: Scale Project Number: 902097 GENERAL SPECS SHEET NUMBER M100 z 0 u z U 0 a a Z a O CONSTRUCTION KEYNOTES HVAC KEY NOTES 0 POINT OF CONNECTION. 0 CONNECT TO NEW AHU. OEXACT POINT OF CONNECTION SHALL BE VERIFIED IN FIELD BY THE CONTRACTOR. O4' CONDENSATE LINE TO BE CONNECTED TO TAILPIECE OF LAVATORY OR APPROVED CONDENSATE DRAIN POINT. OS CONTRACTOR TO CONNECT THE NEW AC-1 UNIT TO CU-1 0 8"0 OSA UP THRU ROOF TO BE AWAY 10' FROM EXHAUST OPROGRAMMABLE THERMOSTAT CONTROLLER T 7 L 8" O DUCT UP THRU ROOF WITH SCREEN INSECT PROTECTOR QA Mezzanine A104 879 SQ. FT. L 4U QA Storage A 103 30 SQ. FT. l�D�DI�r�'�i1Dis SECOND FLOOR PLAN PLAN NORTH 1 /4' QA MGR Office A100 206 SQ. FT. 12"O 12"X12" CD 8" O DUCT UP THRU ROOF WITH SCREEN INSECT PROTECTOR 14"0 QA Lab A101 554 SQ. FT. 12"Q \12"Xl 2' CD l•] QA Mica -Lab A102 133 SQ. FT. 6 PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.pelca.com Stamp: 4/29/19 0 Tenant Improvement For: 4< • 1227 Andover Park E Tukwila, WA 98188 REVISIONS FOR CITY SUBMITTAL 3/8/19 PLAN CHECK 4/22/2019 • ?T -JMPLIANCE v''PROVED a31 Ity f Tukwila l DING DIVISION PLAN NORTH Project Manager. CR Date 4/29/19 Scale: Project Number: 1902097 ST, 2ND FLOOR PLANS Sheet Title: SHEET NUMBER M1O1 U 0 THESE DOCUMENTS, INCLUD FIRST FLOOR PLAN 1 1 /4"=1 '-0" QA LAB \ACAD\MECHANICAL\M102 MECHANICAL DETAILS.DWG HASTA TUKWILA W COMcheck Software Version 4.1.1.0 Mechanical Compliance Certificate Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: Construction Site: 2012 IECC Tukwila, Washington 4c New Construction Owner/Agent: Designer/Contractor: Additional Efficiency Package(s) Unspecified Mechanical Systems List Quantity System Type & Description 1 HVAC System 1 (Single Zone): Cooling: 1 each - Single Package DX Unit, Capacity = 332 k8tu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 11.00 EER, Required Efficiency: 10.00 EER + 10.1 IEER Fan System: None Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. !'r RICHARD PLUMP Name - Title Signature Date 04-29-2019 Project Title: Report date: 04/26/19 Data filename: Untitled.cck Page 1 of 8 COMcheck Software Version 4.1.1.0 Inspection Checklist Energy Code: 2012 IECC Requirements: 100,0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed, Where compliance is itemized in a separate table, a reference to that table is provided. C103.2 Plans, specifications, and/or [PR2]1 calculations provide all information with which compliance can be determined for the mechanical systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. C406 Plans, specifications, and/or )PR9]1 calculations provide all information with which compliance can be ENot Observable determined for the additional energy efficiency package options. ❑Not Applicable Additional Comments/Assumptions: 1 W h 9 Impact (Tier 1) Project Title: Data filename: Untitled.cck DComplies ❑Does Not ❑Not Observable ❑Not Applicable ❑Complies ❑Does Not Requirement will be met. nts/Assumptions 2 ! Medium Impact (Tier 2) 3 Low Impact (Tier 3) Report date: 04/26/19 Page 2 of 8 • w� PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www,peica.com Stamp: 4/29/19 U 0 11 Tenant Improvement For: SHASTA BEVERAGES INC. 1227 Andover Park E Tukwila, WA 98 REVISIONS FOR CITY SUBMITTAL 3/8/19 A PLAN CHECK 4/22/2019 FOR COMPL9A APi°R'VE91 MAY City oukwile lWING DIVISION Project Manager: CR Date: 4/29/19 Scale: Project Number: 1902097 m N 0 0 SHEET NUMBER M102 MIl °AT,=_ _:_9t! r • CO2 and Sugar Del ivories glimpoi 40'-0" 4>, 48 47 46 40'-0, _z„ 20 21 22 23 M19-0057 24 0 25 vIs' 11 OiijYlhl PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com Sta p: 2/13/20 No c' [:;; .e + da ' '1' r. iC7e' tc ,➢roewscoDE VuUrnnnrt�c; : s: "i,iV I:kat hc Tukwol3 NOTE Revisions .w/I ea,ti<<-a"neW D1,2-1 submittal ani may mciude additional' plan rev'.w ,mar• � �'rnraVE No. LE C Plan re iew approval is subject to errors ano omtsslons Approvai o/ construction aocuments ice lot auttooriae tyre vioiation of 9n' moored code r ordinance Receipt of approved FoePi Coo, anc ' con5YYapPi0n". is snow edge3: Sy Date (1— it ATE. PERMIT JPREiO FOR: ch nie:cal ecitric ai I� �.L LING DPViSION • 1227 Andover Park E Tukwila, WA 98188 REVISIONS FOR CITY SUBMITTAL 3/8/19 PLAN CHECK 4122/2019 /� FIELD REVISIONS / \ 9/25/2019 FIELD REVISIONS 2/13/2020 MAR .20- PAFR i/) 1-0Q AT10E„ rs )05"1 NORTH APR 2 4 2020 ity of Tukwila E JILDING DIVISION Project Manager; CR Da 2/13/20 Scale: olect Numbe 1902097 Z 0 Ll1 N N SHEET NUMBER LL 0 0 0 0 SITE PLAN SCALE 1 "=20'-0" S100 0 0 0 1902097 - QA LAB\ACAD\STRUCTUR PLANT MODIFICATIO a a a 0 a 6 -0" Q Q7 „,,,„ PLUMP CONSULTING ramoloo,,,,,1 „ . ENGINEERING ENGINEERS e INC. 12'-7 1/4" 28 10 3/4" 9'-11 1/4" 5 4 53000 5300 4- —1 ---III--- _ 4 _ 1N�X6 HDR t_. 10 / STRUCTURAL, MECHANICAL, PLUMBING, © S30o.__ ELECTRICAL, CIVIL, SURVEYING, j _ _. 5 -•, ,4-.__ IARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA P (714) 385-1835, F (714) 385-1834 www.peica.com 92805 TYP. o I I 3 Ai 3A I 5200 v �. S300 © x w +fir TYP. s I S300 11 S300 a CEILING 11 /1 (N) 6x6 HDR (N) 6x6 HDR J z ®1' o z 0 0 N (N) 6xb HDR p _ so 0 0.. U O o N No s M — s 4A f (j S300 4 ( 4 5300 S300 SY A. �' S M. S300 I Y 16' RED-14 0 16" RED-I45 Ca? 16" O.C. 4.e-...1 10 9 4 O 5 r _ SYrA, �d S300 e S300 11 16"RED-I45/4 16"O.C. Z S M 11 J (N) Cu-1 Stamp: p,R a A. p W OF A Sy A, ,3 ExP. MAX. WT: 57# I s 1 � s ' ) _6X6 FOR - .... O s S300 lig J S300 - - 5300 L 3 23/32" T.&G. BOISE CASCADE - 4 (N) OUTLINE FENCE - , 23/32" T.&G. BOISE CASCADE STURPLYWOOD S300Allk STUR\ PLYWOOD 5300 PLYWOOD SHEATHING W/ l0d @ 4" B.N., SEE PLYWOOD SHEATHING W/ 10d @ 4" B.N„ • V Z (j) W O LLJ ° W 0 CO � C E < � > I— 2 ' ^ ) J �( -S. ` 0 0 0 �/ ! w O cO � � //II�� > Q O Q _� N N t— 6" E.N. & 10" F.N. SEEAlli 117 6" E.N. & 10" F.N. SEE/1111 - 23/32" TAG. BOISE CASCADE STURD-I-FLOOR PLYWOOD SHEATHING W/10d(44"B.N., 6" E.N. & 10" F.N. SEER 27'10" IV„ 23'-7 1/4" 1 / ` IIIL 11 STORAGE ROOM CEILING PLAN C LAB SECOND FLOOR FRAMING PLAN B SCALE 1"=1'-0° SCALE: 1/4°=V-0" 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND D CONDITIONS PRIOR TO START OF WORK AND NOTIFY ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. Ail/ 40' o" T CD20, D„ 0 51'-5 1/4" / / 3'-8 1 /2" 2'-4 1 /2" 4' -0" 2'-6 1 /2" 23' 4 1 /2" / 4'-0" 1' 6" � 2' 8" / 4'-0" / / 3'-3 1 /4" /Ce � / / / SEE 2. HEADER DETAIL. 11 IVIV 1 PREFAB STAIRS-----.... S300 (BY OTHERS) mum 3. SILL FRAMING DETAIL SEE 4. TOP PLATE SPLICE DETAIL SEE I -...__. Allik Ank, ® L � 11 ® © � 11 11 OM 1 s � 5. LEDGERS TO BE SPLICED PER // DETAIL SEE t �� .... 1 QOS� bQ05� 1 s 6. STUD NOTCHING IV 7. ALL STRAPS TO USE 10d NAILS. 8. DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. SEE DETAIL '° : • ti S300 1 1 ) 1 $ S300ct N l S300 6 - (E) 6" CONCRETE SLAB :" , r "' " ' S300 6 E IN o REVISIONS 1 NV 9. FLOOR DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. FLOOR SHALL HAVE TONGUE AND GROOVE OR BLOCKED PANEL EDGES. PLYWOOD SPANS SHALL CONFORM WITH TABLE 2304.8 (1). 10. ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED BOX. 11. ALL BOLT HOLES SHALL BE DRILLED 1/32"TO 1/16" OVERSIZED. FOR CITY SUBMITTAL ITTAL BMITTAL 3/6/19 PLAN CHECK 412212019 N Icb S300 5300 S300 1 _ L J /� FIELD REVISIONS / \ 9/25/2019 Z Q /� FIELD REVISIONS / \ 211312020 z 5300 FRAMING NOTES Y Z QQ S1 - 1 5300 -J n CZ 1L NOTES: REVIEWED FOR CODE Ce 0 \ \ s 12'-10 1/4" 14'-5 3/4" 9 7/8" // 3'-0" 9'-7 1/8" - PREFAB STAIRS (BY OTHERS) 10'-2 1/4" RECEIVED T L APPROVEDCOMPLIANCE O LL LL ' APR 2 "1020 u- LJJ City of Tukwila < Z / 51'-5 1/4" / / / MAR 10 2070 UILI ING D1VISI m U Lu / 1 CENTERPER rr iii\ Project Manager: CR Q - :n 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND NOTIFY ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 2. (E) -INDICATES EXISTING CONSTRUCTION. 3. (N) - INDICATES NEW CONSTRUCTION. Date: 2/13/20 N Scale Project Number: 1902097 _c S300 - (N) 6" CONC. CURB SEEgi, �/ SHEET NUMBER S 101 NU NORTH CONSTRUCTION NOTES X LAB BASE FLOOR PLAN A SCALE: 1/4°=1'-0" 0 N 0 U 0 0 0 0 z 0 LIJ 0 z 4 u O TA TUKWILA WA\A.1902 NOT USED 2 NOTE: 2x6 BLK'G, AROUND OPENING,TYP. MECH'L UNIT PER PLAN FACTORY ROOF CURB SEE MECH DWG'S FOR ADDITIONAL INFORMATION SEE MECH'L. DRAWINGS c0 NOTE: 1. VERIFY WEIGHT & SIZE W/ EQUIPMENT MANUFACTURER. - CAN'T STRIP — MIN. (4) 1 /4" O 'SDS' SCREWS (1 PER CORNER) • -- 4x PER PLAN UNIT ANCHORAGE 1 O O NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND NOTIFY ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 2. (E) - INDICATES EXISTING CONSTRUCTION. 3. (N) - INDICATES NEW CONSTRUCTION. (E) 4x PURLIN @ 8'-0" O.C. 40'-0" (E) 4x PURLIN @ 8'-0" O.C. 20'-0" (E) 4x PURLIN C°? 8'-0" O.C. (N) 4x8 W/ SIMPSON 'LUS' HGR EA. END X'. CO N uJ RECEIVED CITY OF TUKWILA MAR 10 ?on PERMIT CENTER LEI NORTH CONSTRUCTION NOTES X PARTIAL ROOF FRAMING PLAN A SCALE: 1 /4"=1'-0" (G�/a PLUMP CONSULTING STRUCTURAL, ENGINEERING INC. ENGINEERS MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com Stamp: � pRD.A., 0 ti�t, 9ASy7"0 34218 ; o,� 9FG RSo �4°, ASS/GNA LT Etc.\*ExP. 03/19/20 2/14/20 Project: Tenant Improvement For: SHASTA BEVERAGES INC. Q.A LAB. 1227 Andover Park E Tukwila, WA 98188 REVISIONS Sheet Title: PARTIAL ROOF FRAMING PLAN FOR CITY SUBMITTAL 3/8/19 APLAN CHECK 1 4/22/2019 /� FIELD REVISIONS / \ 9/25/2019 /� FIELD REVISIONS / \ 2/13/2020 V( 4 ✓I'i 1 E CO PLlAN6L. APPROVED APR 24 2LI0 Tukwila Aty of .DING DIVISION Project Manager: CR Hale' 2/14/20 Scale: Project Number: 1902097 SHEET NUMBER 3 S1O2 1 0 7 CD 0 0 0 0 0 O. 0 5 40%MAX. STUD WIDTH NOTCH 25% MAX. STUD WIDTH NOTCH 60% MAX. STUD WIDTH BORE 5/8" MIN. EDGE DISTANCE TYP. ALL STUDS 40% MAX. STUD WIDTH BORE NON-BRG. STUDS EXT. & BRG. STUDS NOTE : NOTCH & BORING NOT TO OCCUR IN SAME STUD NOTCH / BORE % STUD 2x4 2x6 25% 7/8" 1 3/8" 40% 1 3/8" 2 1 /8" 60% 2" 3 1 /4" NOT USED 2 NOT USED STUD NOTCHING WEB STIFFENER ATTACHMENT - NAIL QUANTITIES JOIST DEPTH RED-145 TM RED-165 TM RED-I90 TM AND RED-190H TM RED-190HS TM 8d (2 1/2") NAILS 8d (2 1/2") NAILS 16d (3 1/2") NAILS 16d (31/2") NAILS END OR INTERMEDIATE END OR INTERMEDIATE END INTERMEDIATE END OR INTERMEDIATE 91/2" 3 - - - - 11 7/8" 3 3 3 3 4 14" 3 5 3 3 6 16" 3 6 4 4 6 18" - 7 4 4 8 20" 8 5 5 10 22" - 9 6 11 10 24" - 10 6 13 12 26" - 11 7 14 14 28" - 12 8 15 14 30" - 13 8 17 16 32" - - - - 18 WEB STIFFENER SIZE AND MATERIAL FLANGE WIDTH WEB STIFFENER SIZE WEB STIFFENER MATERIAL 1 3/4" 5/8"x2 5/16" SHEATHING (WITH FACE GRAIN VERTICAL) THAT MEETS THE REQUIREMENTS OF PSI OR PS2 2 1/2" 1"x2 5/16" SHEATHING (WITH FACE GRAIN VERTICAL) THAT MEETS THE REQUIREMENTS OF PSI OR PS2 3 1/2" 2x4 CONSTRUCTION GRADE OR BETTER z< Q�� Oo SNUG HT VIEW "A -A" (1) 1 1/2" (TYP.) W/2x4 SOLID SAWN LUMBER WEB STIFFENERS. (2) NAILS MAY BE DRIVEN FROM ONE SIDE ONLY. i--- 2-2x TOP PLATES — (6) 16d NAILS FOR NAILING SEE -- GEN. NOTES (1) STUD FOR INTERIOR WALLS OR (2) STUDS FOR EXT. WALLS W/10d@12"O.C. - 2x CRIPPLES @ 16" O.C. -- FOR HEADER OVER OPN'G. SEE PLAN FOR SIZE 4x10/6x8AND LARGER HEADERS USE 2-2x JAMBS. W/ 10d CO 12" O.C. - END POST AT PLYWOOD SHEAR PANEL WHERE OCCURS WITH E.N. NOTE : STUDS SHOWN ARE FOR INDICATION ONLY. ACTUAL LOCATION TO SUIT CONSTRUCTION REQUIREMENTS. (MAX. SPACING @ 16" O.C.) 4'-0" MIN. 4'-0" MIN. Q JOINT 1 PLATE SIZE & NUMBER OF NAILS SEE SCHEDULE 16d @ 6" MIN. TYP. JOINT JOINT BOLTS, SEE SCHEDULE — 11/2"TYP. 3" 6" 6" 3" MIN. MIN.' i 11R f I L. 12 GA x PLATE WIDTH SPLICE STRAP BETWEEN PLATES AT JOINT NAIL SPLICE BOLT SPLICE SCHEDULE TYPE NO. NAILS OR BOLTS EACH SIDE OF JOINT PLATE SIZE VALUE A 8 - 16d NAILS 2 - 2x 1354 B 12 - 16d NAILS 2 - 2x 2707 C 18-16dNAILS 2-2x 4061 D 27 - 16d NAILS 2- 2x 5414 E 36-16dNAILS 2-2x 8122 EN LENGTH FEND LENGTH STRAP PER FRAMING NOTES LEDGER TYPE STRAP NAILS END LENGTH VALUE F CS14 30-10d 18" 2490 G ST6236 40-16d 18" 3845 H CM.STC16 50-16d 24" 4585 I CMST14 66-l0d 36" 6490 J CMS112 86-10d 48" 9215 NOT USED HEADER FRAMING TOP PLATE & LEDGER SPLICE 4x BLK'G. (1)STUD FOR --- INTERIOR WALLS OR (2) STUDS FOR EXT. WALLS W/ 10d @ 12" O.C. N WINDOW 2-2x SILL PLATES SIMPSON 'ST6236' EA. SIDE OF WALL \-- PROVIDE SIMPSON A34 FOR 2x4 STUDS AND A35 FOR 2x6 STUDS, T.&B. L 4x10/6x8AND LARGER HEADERS USE 2-2x JAMBS. W/10dCa112"O.C. BOUNDARY - NAILING (B.N.) FOR SIZE AND SPACING OF RAFTERS SEE PLANS TYP. INTERMEDIATE --- NAILING (F.N.) @ 12" O.C. 2x4 MIN. FLAT BLK'G. AT -- UNSUPPORTED EDGES, W/ BOUNDARY NAILING. EDGE NAILING (E.N.) MIN. PLYWOOD SHEET IS 2'x4' T -rr 1 11 I II r 7- 1 11 ii ;I -IT II II - it 11/ II rll I I1� 1 I1 1 II 1 11 11 11 1 11 11 11 * 11 11 11 1 1 II 11 11 II .4/ 11 11 II 1 I I 11 11 11 11 1- 11 1 II 11 11 11 II EI _I1 11 -'Cl II 1 II II 11� ,1----11-- I U..- n I I II III II PLAN * ALTERNATE: OSB STAGGER JOINT OF PLYWOOD 3/8" MIN. EDGE DISTANCE FOR NAILS LONG DIM. OF PLYWD. TO RUN PER- PENDICULAR TO JOIST PLYWOOD SHT'G. BEARING PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com Stamp: 2/13/20 • U Z 1227 Andover Park E co co Tukwila, WA 98 REVISIONS FOR CITY SUBMITTAL 3/8/19 PLAN CHECK 4/22/2019 /� FIELD REVISIONS / \ 9/25/2019 A FIELD REVISIONS 2/13/2020 VIE ED FOR CC E E COMPLIANCE. APPROVED APR 14 2f12 Gity Ot Fukwila E I {DING DIVISION WALL I1ECEIV!I) Project Manage, CITY OF TUKWILA Date CR 2/13/20 MAR 10 gij,n Scale: PERMIT CENTER Project Number: 1902097 STRUCTURAL DE 5) a) m t 0) SHEET NUMBER 0 U 0 2 w 0 0 0 cc 0 2 0 0 0 U 0 cc cr to 0 0 0 0 0 0 0cc TRUSS BLOCKING 10 NOT USED SILL FRAMING PLYWOOD LAYOUT S200 WA - PLANT MODIFICATION\ 1902097 - GA LAB\AC WILA WA\A.1902 0 #4 @ 18" O.C. W/ --\7 SIMPSON 'SET-XP' EPDXY \ (ICC #2508) \ 3-1/2" EMBED #4 CONT. (N) CONC. CURB PER PLAN O SLAB B.N, PLYWOOD rBLK / PER PLAN E.N. 2 2x TOP PLATES ,-- GLAZING PER ARCH'L' � _ WALL ABOVE @ 3A SEEfik ' J%f PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, PLUMBING, B.N. v PLYWOOD PER PLAN ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com FULL HEIGHT a TRUSS EIGHT �,� �� 5/8' T1-11 PLYWOOD-- W/ 10d @ 4" E.N. & 12" F.N. E.N. 2x6 STUDS @ 16" O.C. P.T. SILL W/ 1 /2"�x7" / REDHEAD'TRUBOLT+' (ICC #3772) SPECIAL INSP. REQ'D f /� PE PLLAN SLAB /r (TIGHT FIT) ► TRUSS BLK'G PERM E.N. -` E.N .-..__�- - T „ 2-2x TOP PLATES - 5/8" T1-11 PLYWOOD E.N. & 12" F.N. W/ lOd @ 4" /� 2x6 STUDS --------- @ 16" O.C. TRUSS PER PLA 2x BLK'G @ 48" O.C. W/ 'A35' EA. END 'A35' @ 24" O.C. 2-2xTOP PLATES) r 5/8' Tl 11 PLYWOOD W/ l0d @ 4" E.N. & 12" F.N. - P R PLAN SIMPSON 'A35' @ 24" 0.C. 2 L 2x6 @ 16" O.C. Stamp: O' QA.A( OF WASyx �� y o _ N 34218 , o,� ,FC T RSA \*(` Fss/ONA LEEXP. 03/19/20 2/13/20 CURB DETAIL 12 FRAMING DETAIL 9 WALL @ WINDOW 6 FRAMING DETAIL 3A/3 - - - 6' /-- FENCE POST @ 3'-2" O.C. PER ARCH'L - 1/4" BENT PLATE W/ (8) 1/4"0x5" LG. SDS' SCREWS 1/2" PLYWOOD W/----- 10d @ 4" E.N. & 12" F.N. E.N. 1' 2x6 @ 16" O.C. 2x P.T. SILL W/ (2) 1 bd Ca) 16" O.C. PLYWOOD PER PLAN B.N. PLYWOOD PER PLAN 5/8" T1-11 PLYWOOD W/ lOd @ 4" E.N. & 12" F.N. E.N. �, __ 2xb STUDS @ 16" O.C. P.T. SILL W/ 5/8"0 THR'D ROD / '@SETS G PDXySIMPSON (ICC #4057) SPECIAL INSP. REQ'D (4" EMBED) (EJ CONC. SLAB ` PER PLAN ` V ' ' ' / n v �I U..) W W co �.�/'� p o0 2W • 0 < < Q Q— V) 0 N(NI J 8.1 FULL HEIGHT - TRUSS BLK'G `- (TIGHT FIT) I• o Q A B .11?A (ICC #2236) E.N. -- SECTION 3" A A 9 r:.-_ I� (( bxb BLK'G ► a TOP PLATES / 5/8" T1-1 1 PLYWOOD W/1Od@4"E.N. & 12" F.N. -- TRUSS PER PLAN- SIMPSON 'A35' @ 24" O.C. ==A rliiir2-2x 11 ►� ►� 2 TRUSS BLK'G. PER 6" �� 2x6 STUDS - E.N. - ` @ 16" O.C. DOOR OR GLAZING kj , .1 HDR. PER PLAN I II X2fX SECTION "B-B" 2x6 @ 16" O.C. TRUSS PER PLAN-, ICYTYP. 2x BLK'G @ 16" O.C. TRUSS PER PLAN W/'A35' EA. END FENCE ATTACHMENT DETAIL 11 BLK'G DETAIL 8 FRAMINGDETAILa 5 ADD L ANCHORS @WALL 2 N. 2x BLK'G A35' @ 16" — PLYWOOD nn\ L W/ O.C. PER PLAN 5/8" T1-11 PLYWOOD 10d t@ 4" E.N. PLYWOOD PER W/ & 12" F.N. E.N. --\ PLAN -� ,-- 2x6 STUDS 2x P.T. SILL (2) 16d @ EA. @ 16" O.C. W/ TRUSS - WALL ABOVE @ 4A SEEdok 5/8"T1-11 PLYWOOD — W/ 10d @ 4" E.N. & 12" F.N. E.N.- - _.. ....... _Ii ` i / 2x6 STUDS @ 16" O.C. /� / --� /// P.T. SILL W/ 5/8"0x7" REDHEAD 'TRUBOLT+' (I48" O.C. (ICC #3772) SPECIAL INSP. REQ'D PER POLAN SLAB RECEIVED CITY OF TUKWILA MAR 10 2 20 Zv PERMIT CENTER REVISIONS FOR CITY SUBMITTAL 3/8/19 A PLAN CHECK 4/22/2019 B.N. v -.. PLYWOOD PER PLAN FIELD REVISIONS 9/25/2019 FIELD REVISIONS 2/13/2020 r=o FULL HEIGHT _ TRUSS BLK'G (TIGHT FIT) J Q E.N. �� W /-- 2-2x TOP PLATES- 5/8" T1-11 PLYWOOD W/ 1Od @ 4" E.N. & 12" F.N. 2X PER PLAN 2x6 c� 1 s O.C. E.N. %ate F ( V)E D FOR Cf1A�I�PJCF - 0 J 2-2x TOP PLATES 5/8"T1-11 PLYWOOD -7 W/ 10d @ 4" E.N. & 12" F.N. 2x_ 66T�) TRUS PER PLAN SIMPSON A35' @ 24" O.C. PP O 'E Q CZ APR4 2020 1— U w(ty of Tukwila 1Z TRUSS PER PLAN _DING 1VIS F- V) Project Manager: CR Date: 2/13/20 N Scale: H N N Project Number. 1902097 _C rn SHEET NUMBER S300 FRAMING DETAIL 10 FRAMING DETAIL 7 FRAMING DETAIL 4A/4` WALL @ SLAB 1 0 111 0 0 0 0 MFGR. & MODEL TITUS MODEL MCD TITUS MODEL 50E SIZE 8X8 10 X 10 12X12 14 X 14 16 X 16 18X18 20 X 20 22 X 22 8X8 10 X 10 12 X 12 14 X 14 16X 16 18X 18 20 X 20 22X22 24X 24 CAPACITY (C.8(8 .) 0- 180 181- 280 281 400 401 - 550 AIR DISTRIBUTION SCHEDULE MAX. MAX. MAX. NECK S.P. VEL N.C. DROP 400 13 .06 551 -720 L 721 -910 911 -1120 1121-1370 0-180 181 -280 __....1....._..._._ 281 -400 401 - 550 551 -720 721 -910- 911-1120 1121-1370 ...1-.......80 1371 - 1800 22 X 46 1801 - 2800 24 X 48 1801 - 3000 Mk. No. Manufacturer & Mo. # FC IJ .,-FTXB12AXVJU. Description VERTICAL 20 21 .06 .06 .06 .06 .06 .06 .06 400 15 .03 15 .03 .03 5 .03 15 .03 15 .03 5 .03 .03 5 .03 15 .03 15 .03 CFM 360 REMARKS PROVIDE WITH OPPOSED BLADE VOLUME DAMPERS MCD, TYPE 3 FOR LAY -IN T-BAR CEILINGS. MCD, TYPE 1 FOR GYPBOARD CEILINGS. PROVIDE WITH OPPOSED BLADE VOLUME DAMPERS 50F, TYPE 3 FOR LAY -IN T-BAR CEILINGS. 50F, TYPE 1 FOR GYPBOARD CEILINGS. _Heating (BTU/HR)_ SEER C� TOTAL ARI 11,300 17 1. ALL FURNACES SHALL BE PROVIDED WITH THE FOLLOWING: HOT SURFACE IGNITER, 2. COMBUSTION AIR INDUCTERS, PAINTED/ FULLY INSULATED CABINETS. PROVIDE ONE FULL SIZE SUPPLY AIR PLENUM & PROVIDE A BOTTOM RETURN AIR CONNECTION AT THE FURNACE TO ACHIEVE REQUIRED AIRFLOW. Mk. No. CU-1 Nom. Tons ESP INCHES 0.5 ABBREVIATIONS AFF BA5 BD CDR CDS CFM DDC DP DX EA ETR FFA FEB GPM N WC LL MAX MBH ABOVE FINISHED FLOOR BUILDING AUTOMATION SYSTEM BACKDRAFT DAMPER CONDENSATE WATER RETURN CONDENSATE WATER SUPPLY CUBIC FEET PER MINUTE DIRECT DIGITAL CONTROL DIFFERENTIAL PRESSURE DIRECT EXPANSION EXHAUST AIR EXISTING TO REMAIN FROM FLOOR ABOVE FROM FLOOR BELOW GALLONS PER MINUTE INCHES OF WATER COLUMN LANDLORD MAXIMUM 1000 BTU PER HOUR MC MIN NC OA RA SA SD TFA TEB TYP LINO W/O MECHANICAL CONTRACTOR MINIMUM NOISE CRITERIA OUTSIDE AIR RETURN AIR SUPPLY AIR SMOKE DUCT DETECTOR To FLOOR A80VE To FLOOR BELOW TYPICAL UNLESS NOTED OTHERWISE WITH WITHOUT STANDARD MOUNTING HEIGHTS FAN COIL SCHEDULE Elec. Requirements Ship Volts Ph Wt: Lbs. 208 1 20 3. PROVIDE CONDENSATE NEUTRALIZER KIT FOR ALL THE DACU UNITS. OUTDOOR CONDENSING UNIT Manufacturer & Mo. # RX0I2AXV11J Cooling (BTU/HRI- Total 11,000 Elec. Requirements SEER Volts Ph MCA Max. Fuse 230 1 7.95 15 14.0 EER Ship Wt.-Lbs. 57 Remarks ALL CONDENSING UNITS SHALL BE PROVIDED WITFI THE FOLLOWING: TOTALLY ENCLOSED FAN MOTORS, 18410A REFRIGERANT, LIQUID LINE DRIER. HIGH PRESSURE SWITCH, PROVIDE CONCRETE HOUSEKEEPING PAD, COOLING MBH BASED ON 92°F GADS & 67°F IAEWB 77°F IAEDB. ALL CONDENSING UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. MARK RTU-'I NOTES: AREA OF SERVICE QA-LAB TYPE MANUFACTURER MODEL HEAT PLUMP GOODMAN GPFI14 36M41 A* SUPPLY CFM 1. PROVIDE ALUMINUM BACKDRAFT DAMPER 2. PROVIDE WEATHER HOOD 3. EXHAUST FAN SHALL HAVE CONTROL SWITCH / SPEED CONTROL NEAR HOOD LOCATION 4. MOTOR SPEED T4/T5 5. DOWN -SHOT POSITION 6. PROVIDE OUTSIDE AIR DAMPER ON THE RTU TO MIXING WITH RETURN AIR. OSA CALCULATION: OA LAB AREA = 913.5FT 913.5E7 x .18=164.43 CFM 23PPL x 5CFM/PPL = 115CFM 164 CFM + 115CFM = 27905A 1/4" STEEL RING TO BE 1" --- BIGGER IN DIAMETER THAN HOLE THRU WALL AND HELD WITH PIPE CLAMP PIPE EXTERIOR WA PIPE THRU WALL NO SCALE 1396 OUTSIDE AIR (CFM) 279 FILL W/ DOW CORNING 3-6548 SILICONE RTV FOAM ALL AROUND PIPE INSULATION LOOSE PACKED INSULATION ALL AROUND FAN DATA ESP 0.5 BHP (HP) 1/4 COOLING COIL AL N XBl2AXVJU-(VERTICAL -COIL EVAPORATOR COIL W/ PURON) RPM 830 ANNOTATIONS MECHANICAL PLAN CALLOUT C{f'\ MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED AND INSTALLED UNLESS NOTED OTHERWISE) CONNECTION POINT OF NEW WORK TO EXISTING DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER LOWER NUMBER INDICATES SHEET NUMBER ECTION CUT DESIGNATION MECHANICAL (AFF, AFG, UNLESS NOTED OTHERWISE) THERMOSTATS (USER ADJUSTABLE)(TOP OF DEVICE) 48" CONTROLS (TOP OF DEVICE) ROOF TOP UNIT SCHEDULE COOLING CAPACITY NOM TONS 3 GROSS (BTU/h) 34400 SLIP & DRIVE CONNECTION DUCT FLANGE FLASH & COUNTERFLASH --- BY GEN. CONTRACTOR ROOFINGI ROOF DECK, SEE ARCH. DWGS. ROOF OPENING BY G.C. MIN EER DUCT THRU ROOF DETAIL NO SCALE HEATING CAPACITY ELECTRICAL OUTPUT ( BTU/h EFF'CY % ) 33200 MCA MOCP I VOLTS 80 1 27 40 SEAL WATERTIGHT ALL AROUND DUCT ROOF CURB BY G.C., REFER TO ARCH. DWGS. I /2" CLEAR ALL AROUND (MIN.) )')`-- 1-1/2" DUCT LINING 208/230 PHASE HZ 60 1. GENERAL DEMOLITION NOTES: OWNER RETAINS RIGHTS OF SALVAGE FOR EQUIPMENT AND FIXTURES TO BE REMOVED. COORDINATE WITH OWNER THE EQUIPMENT AND FIXTURES TO BE SALVAGED AND THE LOCATION FOR STORAGE. AVOID DAMAGE TO SALVAGED EQUIPMENT, FIXTURES AND DEVICES DURING DEMOLITION WORK AND DURING TRANSPORT TO OWNER'S DESIGNATED STORAGE LOCATION. 2. AVOID DAMAGING EXISTING SURFACES AND EQUIPMENT TO REMAIN FOR NEW INSTALLATION. REPAIR DAMAGE CAUSED DURING WORK AT NO EXTRA COST TO THE OWNER. 3, SEAL PENETRATIONS THROUGH FLOORS, WALLS, CEILINGS AND ROOFS WHERE MECHANICAL COMPONENTS ARE REMOVED AND WHERE THE EXISTING PENETRATION IS NOT USED FOR THE NEW INSTALLATION, REPAIR DAMAGED SURFACES TO -MATCH ADJACENT AREAS OR AS INDICATED ON THE ARCHITECTURAL DRAWINGS. 4 REMOVE HANGERS AND SUPPORTS WHERE DUCTWORK, PIPING AND/OR EQUIPMENT ARE REMOVED AND THE EXISTING HANGERS AND SUPPORTS ARE NOT USED FOR THE NEW INSTALLATION. 6 INSTALL PERMANENT CAPS WHERE DUCTWORK AND PIPING IS REMOVED AND THE EXISTING TAPS ARE NOT USED FOR THE NEW INSTALLATION. WHERE DUCTWORK AND PIPING ARE REMOVED AND THE EXISTING TAPS WILL BE USED FOR THE NEW INSTALLATION, INSTALL TEMPORARY CAPS TO PROTECT THE INTERIOR SURFACES UNTIL NEW DUCTWORK AND PIPING ARE INSTALLED. 8, INSPECT EXISTING EQUIPMENT TO REMAIN TO VERIFY THAT EQUIPMENT IS OPERATING PROPERLY. NOTIFY OWNER OF DAMAGED AND/OR MALFUNCTIONING COMPONENTS, 7, TERMINATION VENT FOR DUCT FOR OUTSIDE AIR. NOTE 10' AWAY FROM WASTE, VENT, AND ANY EXHAUST LINE_ OWNER RETAINS RIGHTS OF SALVAGE FOR EQUIPMENT AND FIXTURES TO BE REMOVED, DRAWING INDEX SHEET NO. DESCRIPTION M001 MECHANICAL SPECS M100 MECHANICAL FLOOR PLAN M101 MECHANICAL DETAILS COMCHECK WEIGHT LB) 400 REMARKS MECHANICAL SYMBOLS NOTE: THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS, ETC, ARE NECESSARILY USED ON THE DRAWINGS. HVAC EQUIPMENT & DUCTWORK NOTE: ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE INSIDE DIMENSIONS. SEE THE SPECIFICATION FOR DUCTWORK TO RECEIVE INSULATION OR LINER. W X n RD EXISTING DUCTWORK OR EQUIPMENT TO REMAIN EXISTING DUCTWORK OR EQUIPMENT TO BE REMOVED BRANCH DUCT WITH 45° RECTANGULAR - ROUND BRANCH FITTING AND MANUAL VOLUME DAMPER RETURN, EXHAUST, OR OUTSIDE AIR DUCT UP RETURN, EXHAUST, OR OUTSIDE AIR DUCT DOWN SUPPLY AIR DUCT UP SUPPLY AIR DUCT DOWN EQUIPMENT WITH FLEXIBLE DUCT CONNECTION 10" CSD-1 300 CFM NECK SIZE, TYPE, CFM OF SUPPLY DIFFUSER OR REGISTER MANUAL VOLUME DAMPER SQUARE TO ROUND TRANSITION DUCT MOUNTED SMOKE DETECTOR (SD=SUPPLY(RD=RETURN) (II* FIRE DAMPER (fSl� FIRE SMOKE DAMPER C% SMOKE DAMPER VOLUME DAMPER MOTORIZED DAMPER BALANCE DAMPER CARBON DIOXIDE SENSOR CCTIME CLOCK CONTROL L_J HUMIDITY SENSOR [RS] PULL STATION STATIC PRESSURE SENSOR I� TEMPERATURE SENSOR `',) FLOW METER (H) HUMIDISTAT (r) THERMOSTAT 2. GENERAL NOTES: PRIOR TO SUBMITTING BID, VISIT THE JOB SITE AND BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS OF THE PROJECT. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY ENGINEER AND/OR TENANT OF CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. COORDINATE THE INSTALLATION OF THE MECHANICAL SYSTEMS WITH OTHER TRADES TO ENSURE A NEAT AND ORDERLY INSTALLATION. INSTALL DUCTWORK AND PIPING AS TIGFIT TO STRUCTURE AS POSSIBLE. COORDINATE WITH OTHER TRADES TO AVOID CONFLICTS. COORDINATE INSTALLATION OF DUCTWORK AND PIPING TO AVOID CONFLICTS WITH ELECTRICAL PANELS, LIGHTING FIXTURES, ETC. ANY MODIFICATIONS REQUIRED DUE TO LACK OF COORDINATION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO EXTRA COST TO THE TENANT. 3. DURING INSTALLATION OF NEW WORK, AVOID DAMAGING EXISTING SURFACES AND EQUIPMENT TO REMAIN. REPAIR DAMAGE CAUSED DURING CONSTRUCTION AT NO EXTRA COST TO THE TENANT. 4. 5. ALL MECHANICAL EQUIPMENT SHOWN ON THE MECHANICAL PLANS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR UNLESS OTHERWISE NOTED. NEW MECHANICAL EQUIPMENT, DUCTWORK AND PIPING ARE SHOWN AT APPROXIMATE LOCATIONS. FIELD MEASURE FINAL DUCTWORK AND PIPING LOCATIONS PRIOR TO FABRICATION AND MAKE ADJUSTMENTS AS REQUIRED TO FIT THE DUCTWORK AND PIPING WITHIN THE AVAILABLE SPACE. VERIFY THAT FINAL. EQUIPMENT LOCATIONS MEET MANUFACTURER'S RECOMMENDATIONS REGARDING SERVICE CLEARANCE AND PROPER AIRFLOW CLEARANCE AROUND EQUIPMENT. 6. INSTALL DUCTWORK AND PIPING PARALLEL TO BUILDING COLUMN LINES UNLESS OTHERWISE SHOWN OR NOTED. 7. OVERHEAD HANGERS AND SUPPORTS FOR EQUIPMENT. DUCTWORK AND PIPING SHALL BE FASTENED TO BUILDING JOISTS OR BEAMS. DO NOT ATTACH HANGERS AND SUPPORTS TO THE ABOVE FLOOR SLAB OR ROOF. 8. COORDINATE LOCATION OF EQUIPMENT SUPPORTS WITH LOCATION OF EQUIPMENT ACCESS PANELS/DOORS TO ENABLE SERVICE OF EQUIPMENT AND/OR FILTER REPLACEMENT. 9. SEAL PENETRATIONS THROUGH THE BUILDING COMPONENTS IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. FIREPROOF PENETRATIONS THROUGH FIRE RATED COMPONENTS IN ACCORDANCE WITH U.L. REQUIREMENTS. 10, COORDINATE THE EXACT MOUNTING SIZE AND FRAME TYPE OF DIFFUSERS. REGISTERS AND GRILLES WITH THE SUPPLIER TO MEET THE CEILING, WALL AND DUCT INSTALLATION REQUIREMENTS. ADJUST LOCATION OF CEILING DIFFUSERS, REGISTERS AND GRILLES AS REQUIRED TO ACCOMMODATE FINAL CEILING GRID AND LIGHTING LOCATIONS. 12, DUCTWORK CROSSING FIRE RATED WALLS OR OTHER FIRE RATED ASSEMBLIES SHALL BE MINIMUM 26 GAUGE SHEET METAL. 13. 14. PROVIDE FIRE OR FIRE/SMOKE DAMPERS, AS APPLICABLE, IN DUCTWORK AT CEILINGS AND WALLS AT LOCATIONS SHOWN ON THE PLANS. FIRE AND FIRE/SMOKE DAMPERS SHALL CONFORM TO NFPA AS APPLICABLE. COORDINATE SLEEVE LENGTH WITH REQUIREMENTS OF INSTALLED LOCATION. PROVIDE WALL OR DUCT ACCESS PANELS OR DOORS FOR ACCESS TO FIRE AND FIRE/SMOKE DAMPERS. ACCESS PANEL OR DOOR SHALL BE MINIMUM SIZE OF 10 INCH BY 10 INCH AND SHALL BE INSTALLED WITHIN 12 INCH OF DAMPER. PROVIDE A REMOVABLE DUCT SECTION WHERE DUCT SIZE IS TOO SMALL FOR A 10 INCH BY 10 INCH ACCESS DOOR. 15. LOCATE AND SET THERMOSTATS AND TEMPERATURE SENSORS AT LOCATIONS SHOWN ON PLANS. VERIFY EXACT LOCATIONS WITH ENGINEER PRIOR TO INSTALLATION. INSTALL. DEVICES WITH TOP OF DEVICE AT MAXIMUM 481NCH AFF TO MEET ADA REQUIREMENTS UNLESS NOTED OTHERWISE ON PLANS. PROVIDE INSULATED BACKING FOR THERMOSTATS MOUNTED ON EXTERIOR BUILDING WALLS. INSTALL WIRING IN CONDUIT PROVIDED BY ELECTRICAL CONTRACTOR. AT A MINIMUM, PROVIDE CONDUIT IN THE WALL FROM THE JUNCTION BOX TO 6 INCH ABOVE THE CEILING. 16. 17. 18. COORDINATE THE LOCATION AND ELEVATION OF WALL -MOUNTED DEVICES WITH PRESENTATION BOARDS, DISPLAY CABINETS, SHELVES OR OTHER COMPONENTS THAT ARE TO BE INSTALLED UNDER OTHER DIVISIONS OR ARE EXISTING TO REMAIN. CONTRACTOR WILL NOT BE REIMBURSED FOR RELOCATION OF WALL -MOUNTED DEVICES CAUSED BY A LACK OF COORDINATION. PROVIDE A MANUAL BALANCING DAMPER IN EACH BRANCH DUCT TAKEOFF FROM MAIN SUPPLY, RETURN, OUTDOOR AND EXHAUST AIR DUCTS. PROVIDE A PREFABRICATED 45 DEGREE, HIGH EFFICIENCY, RECTANGULAR/ROUND BRANCH DUCT TAKEOFF FITTING WITH MANUAL BALANCING DAMPER AND LOCKING QUADRANT FOR BRANCH DUCT CONNECTIONS AND TAKE -OFFS TO INDIVIDUAL DIFFUSERS, REGISTERS AND GRILLES. 19. BRANCH DUCTWORK TO AIR OUTLETS SHALL BE SAME SIZE AS OUTLET NECK SIZE UNLESS OTHERWISE NOTED. 20. 21. PROVIDE NEW AIR FILTERS PRIOR TO TESTING AND BALANCING. REPORT ANY DEFICIENCIES TO THE OWNER OR ENGINEER. CONTRACTOR SHALL SUBMIT TO THE TENANT AND ENGINEER A WRITTEN REPORT DESCRIBING TESTS PERFORMED TO VERIFY OPERATION AND RESULTS OF THE TESTS. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING TO ARCHITECT AND ENGINEER A TEST AND BALANCE REPORT AT SUBSTANTIAL COMPLETION. TEST AND BALANCE REPORT SHALL BE PROVIDED TO ARCHITECT AND ENGINEER PRIOR TO ENGINEER'S FINAL PUNCH. 22. INDOOR AIR QUALITY MEASURES: PROTECT INSIDE OF (INSTALLED AND DELIVEREDI DUCTWORK AND HVAC UNITS FROM EXPOSURE TO DUST, DIRT, PAINT AND MOISTURE. REPLACE INSULATION THAT HAS GOTTEN WET AT ANY TIME DURING CONSTRUCTION, DRYING THE INSULATION IS NOT ACCEPTABLE. SEAL ANY TEARS OR JOINTS OF INTERNAL FIBERGLASS INSULATION. REMOVE DEBRIS FROM CEILING INCLUDING DUST. AN INDEPENDENT, PROFESSIONAL DUCT CLEANING COMPANY SHALL VACUUM CLEAN ANY DUCTWORK CONNECTED TO HVAC UNITS THAT WERE OPERATED DURING THE CONSTRUCTION PERIOD AFTER NEW FILTERS ARE INSTALLED AND PRIOR TO TURNING SYSTEM OVER TO THE TENANT. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. PROVIDE CODE REQUIRED SEISMIC BRACING OF NEW DUCTWORK AND EQUIPMENT. TENANT GC MUST COMPLY WITH ALL COMMENTS FROM LANDLORDS MEP ENGINEER OR AS DIRECTED BY THEIR FIELD PERSONNEL SUPERINTENDENT MUST PROVIDE 3 COPIES OF AIR BALANCE REPORT TO ON -SITE MALL OPERATIONS MGR. BEFORE LEAVING THE PROPERTY UPON CONSTRUCTION COMPLETION. COVER ALL AIR INTAKES DURING CONSTRUCTION TO PREVENT DUST FROM ENTERING THE UNIT. GC MUST CHANGE FILTERS UPON CONSTRUCTION COMPLETION. COMMERCIAL ROOFING REQUIRED FOR ALL ROOF PENETRATIONS. HOT WORK PERMIT MUST BE OBTAINED FROM LANDLORD 24 HR IN ADVANCE OF HOT WORK. A NEW HOT WORK PERMIT MUST BE OBTAINED EACH DAY THAT HOT WORK WILL BE PERFORMED. MECHANICAL SYSTEMS ARE TURNED OVER TO THE TENANT IN "AS -IS" CONDITION AS APPLICABLE. TENANT'S GC TO ENSURE ROOFTOP EQUIPMENT CANNOT BE VISIBLE FROM ANY POINT IN THE PROJECT. TENANT GC MUST PAINT AND LABEL ALL ROOFTOP EQUIPMENT PER THE LANDLORD IS SPECIFICATION. EQUIPMENT, EXHAUST FANS, AND UTILITY VENTS CANNOT BE HIGHER THAN THE PARAPE- ry Rou. p, PLUMP ENGINEERING INC. CONSULTING ENGINEERS STRUCTURAL ME CHANICAL. PLUMBING_ ELECTRICAL, CIVIL, SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com St mp 2/14/20 Tenant Improvement For: 1227 Andover Park E Tukwila, WA 98188 REVISIONS FOR CITY SUBMITTAL 3/8/19 PLAN CHECK 1 4/22/2019 FIELD REVISIONS 9/25/2019 Z\ FIELD REVISIONS 3 2/13/2020 REVIEWED FOR CODE COMPLIANCE AP ROVED APR 2 4 2020 GIN of Tukwi(,A ILDING DIVISION WALL IN THE ROOF WELL AREA, NEW MECHANICAL SYSTEM MUST BE STRUCTURALLY ENGINEERED FOR THE WEIGHTS, AS REQUIRED. THE LOCATIONS OF THE EQUIPMENT SHOULD BE THE SAME AS EXISTING. ANY CHANGES MUST BE REVIEWED AND APPROVED IN WRITING BY THE LANDLORD. MY oos7 RECEIVED) CITY OF TUKWIL MAR 10 2020 Prolect Manage, CR Dat 2/14/20 Profect Narnb N 902097 ti GENERAL SPECS SHEET NUMBER M100 COPYRIGHT 2016 CONSTRUCTION KEYNOTES 8" DUCT .... '. '. =a -- - --- Eli d --- (� HVAC KEY NOTES 0 POINT OF CONNECTION. 02 CONNECT TO NEW RTU. O EXACT POINT OF CONNECTION SHALL BE VERIFIED IN FIELD BY THE CONTRACTOR. O4' CONDENSATE LINE TO BE CONNECTED TO TAILPIECE OF LAVATORY OR APPROVED CONDENSATE DRAIN POINT. OCONTRACTOR TO CONNECT THE NEW FC-1 UNIT TO CU-1 AT MEZZANINE. 6 8" O OSA UP THRU ROOF TO BE AWAY 10' FROM EXHAUST 07 INSTALL RTU-1 ON THE ROOF. 0 ALL DUCT SHOULD BE INSULATED R-6 . C/ PROGRAMMABLETHERMOSTATCONTROLLER I >< illk \ 111, 5 6 7 7 .. ' - � PLAN NORTH ROOF PLAN 2 1 /4"=1 '-0" 0 • 8"0 DUCT UP THRU ROOF QA Lab WITH SCREEN INSECT PROTECTOR A101 I 554 SQ. FT. Aft AIR1 1117 %\ \ \,____ 12 P / 650 QA Micr-Lab /// A102 Lbt...I ,r,�_IOI 133 SQ. FTQA MGR Office 12"0 _ + 14"0 4 16°� 12"O J� � A100 7 2 7 Q VV 206 SQ. FT. L M. z \ © FC 4`vv 0 R1 350 _11"X22" 11"X22"SUPPL RETURN UP UP ) — 5 16 7 7 RECEIVED CITY OF MAR PERMIT TUKWILAO 10 CENTER 207A PLAN NORTH FIRST FLOOR PLAN 1 1 /4"=1 '-0" 41 PLUMP ENGINEERING CONSULTING ENGINEERS STRUCTURAL, MECHANICAL, ELECTRICAL CIVIL, SURVEYING, INC. PLUMBING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F (714) 385-1834 www.peica.com ct-C,F Stamp: PRD.A.p WAy/� /- o E, 34218 O 9 O 4 EFTS ONA LC/ST E F-G\�EXP. 03/19/20 2/14/20 Project: Tenant Improvement For: SHASTA BEVERAGES INC. Q.A LAB. 1227 Andover Park E Tukwila, WA 98188 REVISIONS Sheet Title: 1ST, 2ND FLOOR PLANS FOR CITY SUBMITTAL 3/8/19 PLAN CHECK 4/22/2019 FIELD REVISIONS 2 9/25/2019 FIELD REVISIONS 3 2/13/2020 REVIEWED FOFi APPROVIElartr APR 2 4 2020 City of Tukwila II DING DIVISION Project Manager: CR Date: 2/14/20 Scale: Project Number: 1902097 SHEET NUMBER M1O1 RIGHTS RES C40 COMcheck Software Version 4.1.1.0 infty Mechanical Compliance Certificate 1 Project Information Energy Code: Project Title: Location: Climate Zone: Project Type, 2012 IECC Tukwila, Washington 4c New Construction Construction Site: Owner/Agent: Additional Efficiency Package(s) Unspecified Designer/Contractor: Mechanical Systems List Quantity System Type & Description 1 HVAC System 1 (Single Zone): Cooling: 1 each -Single Package DX Unit, Capacity = 332 kBtu/h, Air -Cooled Condenser, Air Economizer Proposed Efficiency = 11.00 EER, Required Efficiency: 10,00 EER + 10.1 IEER Fan System: None Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2012 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. PICHAPO PLUMP Name-Tit Date Project Title: Data filename: Untitled.cck Report date: 04/26/19 Page 1 of 8 Sect) & Re fD C403. [ME55 Mechanical Rough•In Inspection Complies? HVAC equipment efficiency verified. OComplies se ❑Does Not DNot Observable DNot Applicable C403 2:5. Demand control ventilation provided 1 for spaces >500 sq.ft. and >25 [ME59p people/1000 sq.ft. occupant density and served by systems with air side economizer, auto modulating outside air damper control, or design airflow 3 000 cfre O Complies Requirement will be met. ❑ Does Not O Not Observable DNot Applicable C403,rlr7'HVAC ducts and plenums Insulated. OComplies [ME60 Where ducts or plenums are installed ❑Does Not '/ n o d urn. t cloecr acur slab, during verf cationuntladon may [-(Not Observable Fo Inspection. DNot Applicable Requirement will be met. C403 48, Piping Insulation exposed to weather ❑Complies Requirement will be met. 1 1 protected from damage (due to sun. DDoes Not [ME7]sj moisture, wind, etc.). ['Not Observable flNot Applicable C403. /8 Thermally ineffective panel surfaces of OComplies Requirement will be met. [ME41 , : sensible heating panels have ❑Does Not insulation >= R-3.5. DNot Observable DNot Applicable [ME static pressure and location. Ducts and plenums sealed based on OComplles Requirement will be met. ❑Does Not DNot Observable DNot Applicable C4034, Ductwork operating >3 in. water OComplies Requirement will be met. 1.3 4 column requires air leakage testing. ❑Does Not LMEl l ONot Observable DNot Applicable C403.3.1, Air economizers provided where DC pl es i;. Requirement will be met. C403.3.1. required, meet the requirements for ❑Does Not 1 design capacity, control signal, [MONot Observable E62p, ventilation controls, high limit shut-off, DNot Applicable integrated economizer control, and provide a means to relieve excess outside air during operation. C408.2„2, Air outlets and zone terminal devices OComplies Requirement will be m have means for air balancing. ❑Does Not C403L/ VAV fan motors >=7.5 hp to be driven [ME 6--.' by variable speed drive, have a vane - axial fan with variable pitch blades, or have controls to limit fan motor demand C403.2.6 Exhaust air energy recovery on [ME57)r systems meeting Table C403.2.6 C403f2W1 Unenclosed spaces that are heated NE* use only radiant heat O Not Observable DNot Applicable L (Complies Requirement will be met. ❑Does Not DNot Observable DNot Applicable OComplies Requirement will be met. ❑Does Not DNot Observable DNot Applicable OComplies Requirement will be met. 0Does Not ONot Observable ONot Applicable Project Title: Data filename: C:\Users\jcastillo\Documents\COMcheck)Project.cck Report date: 04/30/19 Page 4 of 8 irittCOMcheck Software lie Inspection Energy Code: 2012 IECC Version 4.1.1.0 Checklist directly in the COMcheck software is provided by the user in the COMcheck Requirements screen. For each will be met and how that is documented, or that an exception in a separate table, a reference to that table is provided. Requirements: 100.0% were addressed Text in the "Comments/Assumptions" column requirement, the user certifies that a code requirement is being claimed. Where compliance is itemized Section ,nE # Plan Review' & Req.ID C103.2 Plans, specifications, and/or [PR2)' calculations provide all information with which compliance can be determined for the mechanical systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. C406 Plans, specifications,and/or [PR9]r calculations provide all information with which compliance can be determined for the additional energy efficiency package options. Complies? Comments/Assumptions OComplies Requirement will be met. ❑Does Not ONot Observable ❑Not Applicable ❑Compl es Requirement will be met. ❑Does Not (]Not Observable ONot Applicable Additional Comments/Assumptions: [111Iigh Impact (-Der 1) I 21Mediumlmpact(T r2) I31 L w lmpact(Ter 3) j Project Title: Data filename: Untitled.cck -. Report date: 04/26/19 Page 2 of 8 Section # Final Inspect an Complies? Cemmant s/Assumptions & Req ID iL;. C403.2.4, Heating and cooling to each zone is ❑Complies Requirement will be met. 1 controlled by a thermostat control. ODoes Not [F1471, Minimum one humidity control device ONot Observable r installed Pe humidification/dehumidification system.ONot Applicable C403.2,4. Thermostatic controls have a 5 °F OComplies Requirement will 6e met. 2 deadband. LiDoos Not [F1381 DNot Observable ONot Applicable C403 2 4 Temperature controls have setppint ❑Complies Requirement will be met. 2 overlap restrictions IJDoes Not [FI20]s [Not Observable 0 Not Applicable C403,2.4 Each zone equipped with setback OComplies Requirement will be met. 3 ,controls using automatic time clock or [bees Not ]F1391s programmable control system = ONot Observable [Not Applicable C403 2 4 Automatic Controls Setback to 55°F OComplies Requirement will be met. 3 [heat) and 85 F (cool); 7-day clock, 2- ❑Does Not [F140]3 hour occupant override, 10-hour [Not Observable backup ONot Applicable C408 2 5. Furnished HVAC as -built drawinggss OComplies Requirement will be met. 1 :submitted within 90 days of system ❑Does Not [Ft77s acceptance. ONot Observable ❑Not Applicable C303.3, .Furnished O&M manuals for HVAC flComphes Requirement w II be met. C408.2.5. . systems within 90 days of systejn ❑Does Not 3 acceptance. ONot Observable [Flap DNot Applicable C408.2.5. An air and/or hydronic system :y OComplies Requirement will be met. 3 balancing report is provided for . VAC ❑Does Not [FI43]c systems. ONot Observable ❑Not Applicable C408.2.3. HVAC control systems have bee OComplies Requirement will be met. 2 tested to ensure proper operati 7r, ❑Does Not [FI10]c calibration and adjustment of co)ttrole. Otto[ Observable [...Not__ Not Applicable C403.2.2 HVAC systems and equipment ❑Complies Requirement will be met. [8127)fi capacity does not exceed calculated Daces Not loads. I❑Not Observable DNot Applicable C400 2 1 Commissioning plan develope by ❑Complies Requirement will be met. [FI28] .registered design professional r ❑Does Not approved agency. ❑Not Observable ONot Applicable C408 2 4 Preliminary miss n ng repbrt LIComplies Requirement will be met. [F1297 completed and certified by reg(Stered ❑Does Not design professional or approve agency. ONot Observable DNot Applicable Ll [High Impact (Ter 1) L2]Metl um Impact (Tier 2) 13 _- L Imps t [T r 3) t Project Title: Report date: 04/30/19 Data filename: C:\Users\jcastillo\Documents\COMcheck\Project.cck Page 6 of 8 Section 4n Footing / Foundation Inspection Complies? Comments/Assumptions & Reg.ID :.. : .___.. .._ __—_ Requirement does not apply. C403.2.4. Freezeprotection and snow/ice ❑C pl s Exception: a 5 melting system sensors for future Loons Not [F09P connection to controls. DNot Observable ONot Applicable Additional Comments/Assumptions: rl :High Impact (Ter 1) 12 jM dram Impact (Tier 2) r 3 )Low Impact (Ter 3) Project Title: Report date: 04/30/19 Data filename: C:\Users\lcastillo\Documents\COMcheck\Project.cck Page 3 of 8 Section # Final inspection Complies? Comments/Assumptions & Req ID _ ' _ __ _ __ C408.2.5. Final commissioning report due to OComplies Requirement will be met. 4 building owner within 90 days of L[Does Not [FI30]' receipt of certificate of occupancy. []Not Observable ONot Applicable C408.2.3. HVAC equipment has been tested to OComplies Requirement will be met. 1 ensure proper operation. ❑Does Not [F131]r ONot Observable ONot Applicable C408.2.3. Economizers have been tested to OComplies Requirement will be met. 3 ensure proper operation. ❑Does Not [FI32]' DNot Observable ONot Applicable Additional Comments/Assumptions: 1IH gh Impact (Tier 1) LIMed um Impact (Tier 2) I 3fLowImpact (Tier 3) Project Title: Report date: 04/30/19 Data filename: C:\Users\jcastillo\Documents\COMcheck\Project.cck Page 7 of 8 REVIEWED TOTz CODE COMPLIANCE APPROVED APR 2 4 2020 City of TukwilaTukwilaBUILDINGING DIVISION RECEIVED CITY OF TUKWILA MAR 10 2020 PERMIT CENTER PLUMP ENGINEERING INC CONSULTING ENGINEERS STRUCTURAL MECHANICAL, PLUMBING, ELECTRICAL CIVIL SURVEYING, ARCHITECTURAL 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 P (714) 385-1835, F [714) 385-1834 www.peica.com 2/14/20 U Z Tenant Improvement For: 1227 Andover Park E Tukwila, WA 98188 REVISIONS FOR CITY SUBMITTAL 3/8/19 PLAN CHECK 4/22/2019 FIELD REVISIONS 9/25/2019 FIELD REVISIONS 2/13/2020 Project Manager CR Delo: 2/14/20 Project ry rmber: 1902097 DETAILS COMCHECK U z U CW 0 SHEET NUMBER M102