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HomeMy WebLinkAboutPermit M16-0130 - HEATCON - REFRIGERATION EQUIPMENT FOR WALK-IN FREEZERHEATCON M16-0130 City of Tukwila • k: ` Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov MECHANICAL PERMIT Parcel No: 2623049093 Permit Number: M16-0130 Address: 480 ANDOVER PARK E Issue Date: 9/23/2016 Permit Expires On: 3/22/2017 Project Name: HEATCON Owner: Name: 480 ANDOVER PARK EAST LLC Address: 415 BAKER BLVD STE 200 C/O ANDOVER MGMT CO, TUKWILA, WA, 98188 Contact Person: Name: CHUCK STEPHENS Address: 4102 B PL NW, AUBURN, WA, 98001 Contractor: 2015 Name: UNIVERSAL REFRIGERATION INC Address: PO BOX 614, AUBURN, WA, 98071- WAC 296-46B: 0614 License No: UNIVERI159RF Lender: 2015 Name: 2015 Address: Phone: (253) 939-5501 Phone: (253) 939-5501 Expiration Date: 4/1/2018 DESCRIPTION OF WORK: INSTALL REFRIGERATION EQUIPMENT FOR COMMERCIAL WALK-IN FREEZER, REDUNDANT MOHAVE AND KE2 WITH EXV. Valuation of Work: $52,845.00 Fees Collected: $905.98 Type of Work: NEW Electrical Service Provided by: PUGEST SOUND ENERGY Fuel type: ELECT Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2014 International Residential Code Edition: 2015 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2015 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015 International Fuel Gas Code: 2015 Permit Center Authorized Signature: W MR% Date: �� 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. Sign Prirr Date: 2' ZOf 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: 3: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4)(EXTEND SPRINKLER PROTECTION TO THE WALK-IN FREEZER.) 1: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 2: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 4: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 5: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 6: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 7: 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. 8: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 9: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 10: Readily accessible access to roof mounted equipment is required. 11: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 12: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8 -feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 13: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 14: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 15: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 16: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 17: ***MECHANICAL PERMIT CONDITIONS*** 18: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 19: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1400 FIRE FINAL 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0609 PIPE/DUCT INSULATION 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL CITY OF TUKWILA Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. I V 1 l "- w Project No. Date Application Accepted: Date Application Expires: _ 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 King Co Assessor's Tax No.: 2623049093 Site Address: 480 Andover Park E Suite Number: Floor: Ground Tenant Name: HEATCON, Inc New Tenant: ❑ .....Yes ®..No PROPERTY OWNER Name: 480 ANDOVER PARK EAST LLC Address: 415 Baker Blvd - Suite 200 City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Chuck Stephens Address: 4102 B PL NW City: AUBURN State: WA Zip: 98001 Phone: (253) 939-5501 Fax: (253) 735-3432 Email: chucks@universalrefrig.com Valuation of project (contractor's bid price): $ 52,845 Describe the scope of work in detail: MECHANICAL CONTRACTOR INFORMATION Company Name: UNIVERSAL REFRIGERATION Address: 4102 B PL NW City: AUBURN State: WA Zip: 98001 Phone: (253) 939-5501 Fax' 27`3 735 3 -32 Contr Reg No.: UNIVERI 159RF Exp Date: 04/01/2018 Tukwila Business License No.: BUS -0993124 Install refrigeration equipment for commercial walk-in freezer, redundant MOHAVE and KE2 with EXV. Use: Residential: New .......... ❑ Replacement ........ ❑ Commercial: New .......... Replacement ........ ❑ Fuel Type: Electric..... Z Gas ....... ❑ Other:_ H:Wpplications\Porms-Applications On Line\2016 ApplicationsWechanical Permit Application Revised IA-16.docx Revised: January 2016 Page 1 of 2 bh Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Residential, Nighttime Furnace >I 00k btu .� Floor furnace 55 dB(A) Suspended/wall/floor mounted heater 57 dB(A) Appliance vent Commercial Repair or addition to heat/refrig/cooling system 47 dB(A) Air handling unit <10,000 cfm 65 dB(A) Unit Type Qty Air handling unit >10,000 cfm Residential, Nighttime Evaporator cooler .� Ventilation fan connected to single duct 55 dB(A) Ventilation system 57 dB(A) Hood and duct Commercial Incinerator — domestic 47 dB(A) Incinerator — comm/industrial 65 dB(A) Unit Type Qty Fire damper Residential, Nighttime Diffuser .� Thermostat 55 dB(A) Wood/gas stove 57 dB(A) Emergency enerator Commercial Other mechanical equipment 47 dB(A) 60 dB(A) 65 dB(A) Boiler/Compressor Qty 0-3 hp/100,000 btu Residential, Nighttime 3-15 h /500,000 btu .� 15-30 hp/1,000,000 btu 55 dB(A) 30-50 hp/1,750,000 btu 57 dB(A) 50+ h /1,750,000 btu Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) 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-IOPM, Monday through Friday and 8AM-1 OPM, 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-1 Opm); 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. Date: 07/12/2016 Print Natt}e" AidaWi1sot'1 or Jerry AeschlimannDay Telephone: (253) 939-5501 Mailing Address: 4102 B PL NW AUBURN WA 98001 City State Zip H:Wpplications\Fonns-Applications On Line\2016 ApplicationsWechanical Permit Application Revised IA-16.docx Revised: January 2016 Page 2 of 2 bh DESCRIPTIONS 1 PermitTRAK $905.98 M16-0130 Address: 480 ANDOVER PARK E Apn: 2623049093 $905.98 MECHANICAL $871.13 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $664.40 PLAN CHECK FEE R000.322.102.00.00 0.00 $174.23 TECHNOLOGY FEE $34.85 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: .. 225 R000.322.900.04.00 0.00 $34.85 $905.98 Date Paid: Thursday, August 18, 2016 Paid By: UNIVERSAL REFRIGERATION Pay Method: CHECK 51169 Printed: Thursday, August 18, 2016 2:09 PM 1 of 1 N?SYS7EM5 INSPECTION RECORD Retain a copy with permit®'KO INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Al Type of Inspection: )A/// - 6Q4AN`CAC.. r) A/44 - Address: Address: Date Called: ,41�K C" Special Instructions: Date Wanted: / a. Z ) CO p.m. Requester: -I)O-U6- Phone No: '? �J 0Approved per applicable codes. Ll Corrections required prior to approval. MENTS: ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Y' Retain a copy with permit MI (9--0130 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 ❑ Approved per applicable codes. M Corrections required prior to approval. l F] REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. F] REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD ye vr'9') 1 Retain a copy with permit �tniC� s 01 -so INS CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Anspection Request Line (206) 438-9350 Project: / JV T^ype of Inspection: Yea RA/V/ CAL L Address: ZX0 ?2 A PX Date Called: Special Instructions: Date Wanted*7 /� J p.m. Requestree. G IC, Phones No: l FlApproved per applicable codes. � Corrections required prior to approval. F1 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection. INSPECTION RECORD -oilo Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proje t:/ �}"j2".(�JV Ty a of In % P 1 6- /i/ U Address: Z1EO �n Date Called: Special Instructions: Date Wantd: a.m. Z;?? -m. IP—q—uestkr: l c ce Phone No: J J EjApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date:'Z Alh Ce I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I GG!- /cv- Z A Brand of Heatcraft Refrigeration Products 2175 West Park Place Boulevard LDV1002LISD Stone Mountain, GA 30087 800.537.7775 Discus'" www.larkinproducts.com I Air-cooled Project: QUOTATION: 20160707075742;0 Item No: 1 Location: Submitted by: Jim Fry Customer: DATE: 7/7/2016 Identity #: ® For Record By: Tag: ❑ For Approval Date: PHYSICAL & ELECTRICAL DATA '7LG POWER SUPPLY COMPRESSOR FAN MOTOR RECEIVERNET MOP# Evap. Fan Defrost Heater Volts / Ph / Hz RLA LRA CONNECTIONS HP FLA SOUND Elec. AMBIENT REFRIGERANT COMPRESSOR Amps CAPACITY 16.7 106 ALTITUDE 2.6 23.5 (inches) 40 WEIGHT DATA TEMP (90%) Model No. HP Liquid Suction R404A/R507 3DS3F46KE 10 5/8 15/8 81 1870 0 95°F POWER SUPPLY COMPRESSOR FAN MOTOR MCAt MOP# Evap. Fan Defrost Heater Volts / Ph / Hz RLA LRA QTY HP FLA Air Elec. Air Elec. Amps Amps 460/3/60 16.7 106 2 2.6 23.5 35.5 40 50.0 12.0 rMCA=Minimum Circuit Ampacity *MOP = Maximum Overcurrent Protection DIMENSIONS (inches) A B I C I D I E F I G H J 55.5 1 44.5 1 99.22 1 109.57 1 120 6.56 9.27 DIMENSIONS (inches) K L M N P R S 5EP 2016 C�tY �' � pIVISt�N A .DtN AUG 18 2016 PERMIT CENTER A Brand of Heatcraft Refrigeration Products 2175 West Park Place Boulevard LDV1002L6D Stone Mountain, GA 30087 800.537.7775 Discus*"" www.larkinproducts.com I Air-cooled Project: QUOTATION: 20160707075742;0 Item No: 1 Location: Submitted by: Jim Fry Customer: DATE: 7/7/2016 Identity #: ® For Record By: Tag: 0 For Approval Date: CAPACITY (BTUH) 40 •F SST 35•F SST 30 •F SST 25 •F SST 20 •F SST 15 •F SST 10•F SST 0 0 0 0 0 0 0 CAPACITY (BTUH) 5 •F SST 0 •F SST -5 •F SST -10 •F SST -15 •F SST -20 •F SST -25 •F SST 0 82300 74700 1 67100 59800 53000 46850 CAPACITY (BTUH) -30 •F SST -35 •F SST -40 •F SST 40700 35650 30600 SST = Saturated Suction Temperature STANDARD FEATURES Cabinet & Construction: • Prepainted galvanized steel cabinets • Convenient access panels for easy servicing to internal components. • Electrical controls, including compressor contactor and optional defrost control, are located in easily accessible control box with a hinged cover • Piping is pre-bent to eliminate leaks • All sweat type connections, no flare joints to leak • Suction accumulator • Separate, integral subcooling circuit in condenser • Receivers are sized for sufficient pumpdown capacity with inlet and outlet service valves • Pressure relief valve on receiver • Replaceable core suction filter • Replaceable core liquid line filter drier • Sight glass / moisture indicator • Electronic RDS defrost controller Coil: • Floating Tube— coil design (5 yr. Warranty against internal coil leaks) • Completely leak tested in a helium environment • Refrigeration -duty, rifled copper condenser tubing Compressor: • Discus'" semi -hermetic compressors with POE oil. R-22 and R - 404A/507 available for both medium and low temperature applications • Spring mounting compressors • Suction and discharge vibration eliminators • Encapsulated high pressure safety switch • Low pressure control • Crankcase heater • Sentronic- Electronic oil safety control • Service Mate- module to assist troubleshooting • Anti -short cycling protection Fan Motors: • Rated for 50 and 60 cycle application • Thermally protected, permanently lubricated ball bearing condenser fan motors. • Standard PSC • Fan cycling Page 2 of 5 A Brand of Heatcraft Refrigeration Products 2175 West Park Place Boulevard LDV1002L6D Stone Mountain, GA 30087 800.537.7775 Discus' www.larkinproducts.com I Air-cooled Project: QUOTATION: 20160707075742;0 Item No: 1 Location: , Submitted by: Jim Fry Customer: DATE: 7/7/2016 Identity #: ® For Record By: Tag: ❑ For Approval Date: Mounted Options: None Ship Loose Options: None AIR FLOW W MIN, e.'"•'^;^.;..^%tom ^�Y.n^r+vn;,^�L� J^+,' OPTIONS MINIMUM UNIT CLEARANCES AIR FLOW AIR FLOW W - MIN. 'P,". -L� '.•i,'. .,^ moi„!:" .-:•�•l. r� � � y � � Page 3 of 5 ! 4 ^'/m'2— A Brand of Heatcraft Refrigeration Products 2175 West Park Place Boulevard LHG6740DGA Stone Mountain, GA 30087 800.537.7775 High Profile www.larkinproducts.com I Walk-in Project: QUOTATION: 20160707075742;0 Item No: 1 Location: Submitted by: Jim Fry Customer: DATE: 7/7/2016 Identity #: ® For Record By: Tag: ❑ For Approval Date: PHYSICAL & ELECTRICAL DATA DEFROST AIR FLA MOTOR TYPE RATING RATING Approx. NET DRAIN TYPE FLOW VOLTAGE CAPACITY TD SST WEIGHT ALTITUDE Hot Gas 12600 460/3/60 75776 10 -14 445 0 FANS HEATERS CONNECTIONS (inches) QTY FLA MOTOR TYPE BLADE AMPS WATTS INLET OUTLET DRAIN 3 1 3 PSC 24.0 15/8 21/8 11/4 C &us A • , 1 • E 71 DIMENSIONS (inches) A B I C D E F G H J K L M 105.15 137.18 121.15 14.00 129.50 10.00 17.06 145.09 17.93 126.25 11.00 124.25 14.00 DIMENSIONS (inches) N P I R I S I T I U I V I X Y 5.00 135.06 140.34 10.00 10.00 10.00 10.00 10.00 0.00 Page 4of5 j5—C__ — ` c*e-2— A Brand of Heatcraft Refrigeration Products 2175 West Park Place Boulevard LHG6740DGA Stone Mountain, GA 30087 800.537.7775 High Profile www.larkinproducts.com I Walk-in Project: QUOTATION: 20160707075742;0 Item No: 1 Location: Submitted by: Jim Fry Customer: DATE: 7/7/2016 Identity #: ® For Record By: Tag: ❑ For Approval Date: STANDARD FEATURES Cabinet • Aluminum with bonded white enamel finish for attractive appearance and durability • All electrical components factory wired to terminal board • Hinged access panels for easy access • Captive fasteners on access panels • Internal panels are isolated for quiet operation • Mounted and wired control contactors Drain Pan: • Hinged drain pan for easy access • Large diameter drain fitting • Electric drain pan heater Fan Guards and Motors: • Long air throw • Thermally protected, lifetime -lubricated PSC motors • 850 rpm motors are quiet and reliable Coil: • Patented Thermo -Flex`" coil design with 5 Yr. limited warranty against internal leaks • Internally enhanced copper tubing and aluminum fin design for higher efficiency • Schrader valve on suction header • Sweat connections to reduce potential for leaks • Mounted expansion valve • Mounted distributor nozzle • Mounted liquid line solenoid valve • Mounted suction P -trap • Mounted check valves • Mounted temperature sensors OPTIONS Mounted Options: None Ship Loose Options (by Unit): None Ship Loose Options (by System): None I FLAN VIEW 112 W WC=_PLAN VIEW Al2FLOW 1/2'A One evaporator MINIMUM UNIT CLEARANCES NOTE: W =Total Width of evaporator coil surface. 11 1/2W 119.W ti W --- W c, Y1/ _ t/2W Ai Two evaporators c - Page 5 of 5 HEATCON Tenant Improvement 480 Andover Parkway East Tukwila, WA Structural Calculations New Condenser Unit On Existing Roof Framing 1,870 lb operating weight Provided by Structural Phil 7675 Nahahum Canyon Road Cashmere, WA 98801 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 2 2016 City of Tukwila BUILDING DIVISION Provided for Johnson T.I. 14000 Beverly Park Road Lynnwood, WA 98087 CORRECTION TR# VAN Hf RECEIVED CITY OF TUKWI SEP 15 2016 PERMIT /.p � LtSbJb d' Q- �0,�. F�ISTERE" �4. Job No. 182PV 16 F��ONAL A..—,,.4- n nn1 c HEATCON 480 ANDOVER PARK EAST TUKWILA, WA NEW CONDENSER LOCATIONS AUGUST 10, 2016 n n n n n n n n n O� REFLECTED CEILING PLAN Q 0.4AN NEy X (pfyWA�gy��LH N�yc V / .q,28555 at yn 4�'°/5T[�' AL fH�� J D/ D 1. JACKS ARCHI , riAsr srwn wNAVJat t z� O� D aL Lu` �1' _ t GD D EDa D A ILM e —-L�111a�IG�11Y�:111:�11111:�1111 :YI Illlli�`111111111":t1111Ylllllllllllld11111 � r, :/ 1. '111..-=•�--•-------'----•�=',�IIf:�I11Yai ., � .... Ila' 111111A11!11111II:111:1111:11 '�' �' . 111111111111:•:::.:�L.:��..,..:� 11111111111111 ' ::11i111[n::IIIIIIIIIEiuiiiiiiiiiinll: ■..-----' .I Is'111:111:1 L 111:411:IIIIIs11IA:'111:IIA1:411 -• /" 4V.• VF] 41t1 •S.J C4/ A •.Cl l��IIi1f11fI�1111��1111�Y1111111�i 1.'111:.111:IIIIa11L111.M11:"11:�11 © IIIICCi2y1111filllllll`III:111111 113 1 �611111111111111111111111111111111�, 1 I �I O� REFLECTED CEILING PLAN Q 0.4AN NEy X (pfyWA�gy��LH N�yc V / .q,28555 at yn 4�'°/5T[�' AL fH�� J D/ D 1. JACKS ARCHI , riAsr srwn wNAVJat t z� O� D aL Lu` �1' _ t GD D EDa D A H 'd C)0"0 -.e # N I Bmna t 4 m�sl 2 I I � 5:51 -,�j I \ I � � wm U)-.1 Zo Lu occ Z� Oil o= Z O Z L O Lu w O z �N Z (wn0= Ncn wja w w Q Z LLJ U � Om O� O (!)� W (n O S ~ x J U Q m(j Q �rZ CD d O OO Z 9 w _gip J w 0 a 0 fm MIIT W J U U) N 21 Cc Z zO x W N Q N p0 Y=e Z Go O c- pp O 1 U O w i� o oxF� g No X J _J � Q ZQ m N C7 d a nr, O o 1z= z NCS z m N N w N �a< w w azmM z om� amm w LU m co J Z O W 0 00 Z Oil UJ= zw 00 Z lL � 0 LU 0 z A Brand of Heatcraft Refrigeration Products 2175 West Park Place Boulevard LDV1002L6D Stone Mountain, GA 30087 800.537.7775 Discus' www.larkinproducts.com Air-cooled Project: Hea GCM QUOTATION: 20160707075742;0 Item No: 1 Location:-O SOUND Submitted by: Jim Fry Customer: u R, DATE: 7/7/2016 Identity p: Tag: DATA ® For Record 0 For Approval By: Date: PHYSICAL & ELECTRICAL DATA REFRIGERANT COMPRESSOR CONNECTIONS RECEIVERNET CAPACITY MOP# SOUND ALTITUDE AMBIENT RLA LRA (inches) (90%) WEIGHT DATA Elec. TEMP Amps Model No. HP Liquid Suction 2 2.6 23.S 3S.S R404A/R507 3DS3F46KE 10 1 5/8 15/8 81 1870 0 9S•F POWER SUPPLY COMPRESSOR FAN MOTOR MCAt MOP# Evap. Fan Defrost Heater Volts / Ph / Hz RLA LRA QTY HP FLA Air Elec. Air Elec. Amps Amps 460/3/60 16.7 106 2 2.6 23.S 3S.S 40 50.0 12.0 *MCA=Minimum Circuit Ampacity *MOP = Maximum Overcurrent Protection E DIMENSIONS (inches) A I B I C I D I E I F I G I H 1 5S.5 144.5 199.22 1 109.57 120 6.56 19.27 DIMENSIONS (inches) K L M N P R S Page 1 of 5 Structural Phil Project Title: HeatCon 7675 Nahahum Canyon Road Engineer: Phi V Project ID: 182PV16 Cashmere, WA 98815 Project Descr: New RTU on Existing Roof Framing structuralphil@gmail.com Seismic Design Category 509 881-0824 Printed: 9 AUG 2016, 11:04AN. ASCE Seismic Base Shear File =C:\UserslPhiRDOCUME-1\STRUCT-1\2016UGHNSO-1.1\HEATCO-1.ECI ENERCALC, INC. 1983-2016, Build:6.16.6.7, Vec6.16.6. K01-06009465 Licensee -. STRUCTURAL PHIL;' Basic Seismic Force Resisting System ... Bearing Wall Systems EQ on RTU (Sds) Risk Category Calculations per ASCE 7-10 Risk Category of Building or Other Structure : "Il": All Buildings and other structures except those listed as Category I, III, and IV ASCE 7-10, Page 2, Table 1.5-1 Seismic Importance Factor = 1 Building height Limits: ASCE 7-10, Page 5, Table 1.5-2 Gridded Ss & Slvalues ASCE-7-10 Standard System Overstrength Factor " Wo " ASCE 7-10 11.4.1 Max. Ground Motions, 5% Damping: Latitude = 47.451 deg North SS = 1.442 g, 0.2 sec response Longitude = 122.250 deg West S1 = 0.5364 g, 1.0 sec response Site Class, Site Coeff. and Design Catego Site Classification *D": Shear Wave Velocity 600 to 1,200 ttlsec = D ASCE 7-10 Table 20.3-1 Site Coefficients Fa & Fv Fa = 1.00 ASCE 7-10 Table 11.4-1 & 11.4-2 (using straight-line interpolation from table values) Fv = 1.50 Maximum Considered Earthquake Acceleration S Ms = Fa *Ss = 1.442 ASCE 7-10 Eq. 11.4-1 S M1 = Fv * S1 = 0.805 ASCE 7-10 Eq. 11.4-2 Design Spectral Acceleration S DS S MS2i3 = 0.961 ASCE 7-10 Eq. 11.4-3 S Di S M12/3 = 0.536 ASCE 7-10 Eq. 11.4-4 Seismic Design Category = D ASCE 7-10 Table 11.6-1 & -2 Resisting System ASCE 7-10 Table 12.2-1 Basic Seismic Force Resisting System ... Bearing Wall Systems Ordinary reinforced concrete shear walls Response Modification Coefficient " R " = 4.00 Building height Limits: System Overstrength Factor " Wo " = 2.50 Category "A & B" Limit: No Limit Deflection Amplification Factor " Cd " = 4.00 Category "C" Limit: No Limit Category "D" Limit Not Permitted NOTE! See ASCE 7-10 for all applicable footnotes. Category "E" Limit: Not Permitted Category "F" Limit: Not Permitted Lateral Force Procedure ASCE 7-10 Section 12.8.2 Equivalent Lateral Force Procedure The "Equivalent Lateral Force Procedure" is being used according to the provisions of ASCE 7-10 12 8 Determine Building Period Use ASCE 12.8-7 Structure Type for Building Period Calculation : All Other Structural Systems " Ct "value = 0.020 " hn " : Height from base to highest level = 25.0 It " x " value = 0.75 " Ta "Approximate fundemental period using Eq. 12.8-7 : Ta = Ct * (hn " x) = 0.224 sec "TL" : Long -period transition period per ASCE 7-10 Maps 22-12 -> 22-16 8.000 sec Building Period "Ta " Calculated from Approximate Method selected = 0,224 sec Cs " Response Coefficient ASCE 7-10 Section 12.8.1.1 S DS: Short Period Design Spectral Response = 0.961 From Eq. 12.8-2, Preliminary Cs = 0.240 " R " : Response Modification Factor = 4.00 From Eq. 12.8-3 & 12.8-4 , Cs need not exceed = 0.600 " I ": Seismic Importance Factor = 1 From Eq. 12.8-5 & 12.8.6, Cs not be less than = 0.042 Cs : Seismic Response Coefficient = = 0.2403 Seismic Base Shear ASCE 7-10 Section 12.8.1 Cs = 0.2403 from 12.8.1.1 W ( see Sum Wi below) = 0.00 k Seismic Base Shear V = Cs * W = 0.00 k Structural Phil Project Title: HeatCon Phil Van Heyningen Engineer: Phi V Project ID: 182PV16 7675 Nahahum Canyon Road Project Descr: New RTU on Existing Roof Framing Cashmere, WA 98815 structuralphil@gmail.com (509) 881-0824 Printed: 8 AUG 2016, 12:10PM ASCE Seismic Demands on Nonstructural Components File=c:IUserslPhil ERCALC, INC.19n201OHNSd:6.16HEATCO-1.EC6 p ENERCALC, INC. 1983.2016. Build:6.16.6.7. Ver.6.16.6.7 Seismic Demands on Nonstructural Components perASCE 7-10 Section 13.3.1 and 13.4.1 h = 26.0 ft SIDS 0.9610 Description : LARKIN 3DS3SF46KE Condenser (roof mounted) Rl ap = 1.00 W P 1,870.0 z = 28.00 It R p = 2.50 1 P = 1.00 z/h : Actual = 1.08 z/h Design = 1.00 Fp Upper Limit = 2,875.31 Fp Calc'd : Components= 862.59 Fp DESIGN :Components = 862.59 Fp Lower Limit = 539.12 Connections = 862.59 Connections = 862.59 a P Component amplification factor, Table 13.5-1 or Table 13.6-1 Fp - Calc'd Calculated Fp, Eq (13.3-1), Same units as Wp W P Component operating weight Fp - Upper Upper Limit on Fp, Eq (13.3-2) ,(Same units as Wp Z Height of point of attachment R P Component response modification factor (Table 13.5-1 or Table 13.6-1) Fp - Lower Lower Limit on Fp, Eq (13.3-3), Same units as Wp I P Component importance factor (Section 13.1.3) Fp - Design Fp for design purposes, Same units as Wp SEISMIC FORCES GOVERN LATERAL DESIGN (RELATIVELY LOW PROFILE AND HEAVY WEIGHT) OTM = 863 LB x 55"/2 = 23,733 LB -IN (1.5 S.F. = 35,560 LB -IN) RESISTING = (0.9)1,870 LB x 44"/2 = 37,026 LB -IN, OK! NO OVERTURNING PROBLEMS, FASTEN TO ROOF FRAMING FOR SHEAR AND COMMON SENSE. USE (3) 1/2"x4" LAG SCREWS PER SIDE INTO EITHER NEW 4x8 OR EXISTING 4x14 PURLINS. •r: ( F O R T E' MEMBER REPORT Roof, New 4x8 tt��11 1 piece(s) 4 x 8 Douglas Fir -Larch No. 2 d T 8" 0 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. Overall Length: 8' Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs) 546 @ 2" 3281 (1.50") Passed (17%) 1.0 D + 0.525 E + 0.75 L + 0.75 S (All Spans) Shear (lbs) 416 @ 9 1/4" 3502 Passed (12%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft -lbs) 959 @ 4'3/4- 3438 Passed (28%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl.(in) 0.030 @ 4'3/4" 0.260 Passed (L/999+) -_ 1.0 D + 0.525 E + 0.75 L + 0.75 S (All Spans) Total Load Defl. (in) 0.065 @ 4' 3/4" 0.390 Passed (L/999+) 1.0 D + 0.525 E + 0.75 L + 0.75 S (All Spans) uenearon arteria: LL (L/.st)u) and I L (L/241). Bracing (Lu): All compression edges (top and bottom) must be braced at 7' 10" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports TotalAvailable Required Dead Snow Wind Seismic Total Accessories 1 - Hanger on 7 1/4" OF beam 2.00" Hanger' 1.50" 309 203 203 203/-203 918/-203 See note r 2 - Beam - OF 2.00" 2.00" 1.50" 301 197 197 197/-197 892/-197 Blocking • uiodcmg raneis are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • r See Connector grid below for additional information and/or requirements. PASSED System : Roof Member Type : Flush Beam Building Use : Commercial Building Code : IBC 2015 Design Methodology: ASD Member Pitch: 0/12 Connector: Simpson Strong -Tie Connectors Support Model Seat Length Top Nails Face Nails Member Nails Accessories 1 - Face Mount Hanger WS46 2.00" N/A 4-lOd common +10d common 2 - Uniform (PLF) Loads location (Side) Tributary Width Dead Snow Wind Seismic (0.90) (1.15) (1.60) (1.60) Comments 0 - Self Weight (PLF) 2" to 8' N/A 6.4 1 - Uniform (PSF) 0 to 8' 2' 10.0 25.0 Roof 2 - Uniform (PLF) 0 to 8' N/A 50.0 - 50.0 50.0 Member Notes HELPS BALANCE THE CONDENSER OVER THE GLULAM. LARGEST LOADS WILL OCCUR FROM LATERAL WHEN ALLOWABLE LOADS (DURATION FACTOR) IS HIGHER. Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com) Accessories (Rim jWrd, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or bested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.00m/services/s_GodeReports.aspx. The product application, Input design loads, dimensions and support information have been provided by Doug Myron Forte Software Operator Job Notes Phil Van Heyningen Heatcon Structural Phil 480 Andover Park East (509) 881-0824 Tukwila, WA98188 structuralphil@gmail.com Y SUSTAINABLE FORESTRY INITIATIVE 8/9/2016 10:34:22 AM Forte v5.1, Design Engine: V6.5.1.1 Heatcon.4te Page 1 of 1 Structural Phil 7675 Nahahum Canyon Road Cashmere, WA 98815 structuralphil@gmaii.com Project Title: HeatCon Engineer: Phi V Project ID: 182PV16 Project Descr: New RTU on Existing Roof Framing 509 881 M24 Service loads entered. Load Factors will be applied for calculations Printed: 9 AUG 2016,10:58AM. Wood Beam File=C:IUserslPhinDOCUME-11STRUCT-112016UGHNSO-1.11HEATCO-1.ECt Uniform Load: D = 0.0070, S = 0.0250 ksf, Tributary Width = 8.0 ft, (ROOFING PLUS SNOW) ENERCALC, INC. 19632016, Build:6.16.6.7, Ver.6.16.6. KW -06009465 Point Load: D = 0.50 k @ 2.50 ft, (ADDED 4X8 AND PORTION OF CONDENS) Licensee: STRUCTURAL PHIL: DESIGN_ SUMMARY Description : EXISTING 406 PURLINS CODE REFERENCES _ Maximum Bending Stress Ratio = 0.955--1 Maximum Shear Stress Ratio = Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 0.526: 1 Section used for this span 3.50 X 13.50 Load Combination Set: IBC 2015 3.50 X 13.50 Material Properties 2,087.21 psi fv : Actual = Analysis Method: Allowable Stress Design Fb - Tension 1,900.0 psi E: Modulus of Elasticity Load Combination 1BC 2015 Fb - Compr 1,900.0 psi Ebend-xx 1,700.Oksi Load Combination Fc - Prll 1,300.0 psi Eminbend - xx 620.Oksi Wood Species : Douglas Fir - Larch Fc - Perp 730.0 psi 11.414ft Wood Grade : Dense Select Structural Fv 170.0 psi 0.000ft Span # where maximum occurs = Ft 1,100.0 psi Density 31.20pcf Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Span # 1 Maximum Deflection 0(0.5) D(0.056) S(0.2) 3.50 X 13.50 Span = 23.167 ft Applied Loads Service loads entered. Load Factors will be applied for calculations Beam self weight calculated and added to loads Uniform Load: D = 0.0070, S = 0.0250 ksf, Tributary Width = 8.0 ft, (ROOFING PLUS SNOW) Point Load: D = 0.50 k @ 2.50 ft, (ADDED 4X8 AND PORTION OF CONDENS) DESIGN_ SUMMARY • _ Maximum Bending Stress Ratio = 0.955--1 Maximum Shear Stress Ratio = 0.526: 1 Section used for this span 3.50 X 13.50 Section used for this span 3.50 X 13.50 fb : Actual = 2,087.21 psi fv : Actual = 102.77 psi F`13: Allowable = 2,185.00psi Fv : Allowable = 195.50 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 11.414ft Location of maximum on span = 0.000ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 1.069 in Ratio= 260 >=240. Max Upward Transient Deflection 0.000 in Ratio= 0 <240.0 Max Downward Total Deflection 1.482 in Ratio= 187 -180 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces 8 Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V Cd C FN C i Cr Cm C t C L M fb F'b V fv F v +D+H 0.00 0.00 0.00 0.00 Length = 23.167 ft 1 0.336 0.237 0.90 1.000 1.00 1.00 1.00 1.00 1.00 5.09 574.60 1710.00 1.14 36.21 153.00 +D+L+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 23.167 ft 1 0.302 0.213 1.00 1.000 1.00 1.00 1.00 1.00 1.00 5.09 574.60 1900.00 1.14 36.21 170.00 +D+Lr+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 23.167 ft 1 0.242 0.170 1.25 1.000 1.00 1.00 1.00 1.00 1.00 5.09 574.60 2375.00 1.14 36.21 212.50 +D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 23.167 ft 1 0.955 0.526 1.15 1.000 1.00 1.00 1.00 1.00 1.00 18.49 2,087.21 2185.00 3.24 102.77 195.50 +D40.750Lr+0.750L+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 23.167 ft 1 0.242 0.170 1.25 1.000 1.00 1.00 1.00 1.00 1.00 5.09 574.60 2375.00 1.14 36.21 212.50 Structural Phil 7675 Nahahum Canyon Road Cashmere, WA 98815 structuralphil@gmail.com 509 881-0824 Wood Beam Description : EXISTING 416 PURLINS Load Combination Max Stress Ratios Segment Length Span # M V Project Title: HeatCon Engineer: Phi V Project ID: 182PV16 Project Descr: New RTU on Existing Roof Framing Printed: 9 AUG 2016, 10:58AN File = C:1UserslPhihD000ME-11STRUCT-112016UGHNSO-1.IIHEATCO-1.EC1 ENERCALC, INC. 1983-2016, Build:6.16.6.7, Ver.6.16.6.: Licensee: STRUCTURAL PH'. Moment Values Shear Values Cd CFN Ci Cr Cm C t CL M fb F'b V fv Fv +D+0.750L+0.750S+H 0.00 0.00 0.00 1.000 1.00 1.00 1.00 1.00 1.00 1.213 Length = 23.167 It 1 0.782 0.441 1.15 1.000 1.00 1.00 1.00 1.00 1.00 15.14 +D+0.60W+H 0.00 0.00 574.60 1.000 1.00 1.00 1.00 1.00 1.00 0.00 Length = 23.167 ft 1 0.189 0.133 1.60 1.000 1.00 1.00 1.00 1.00 1.00 5.09 +D+0.70E+H 1,708.75 3040.00 2.71 1.000 1.00 1.00 1.00 1.00 1.00 0.00 Length = 23.167 It 1 0.189 0.133 1.60 1.000 1.00 1.00 1.00 1.00 1.00 5.09 +D+0.750Lr+0.750L+0.450W+H 0.68 21.72 272.00 1.000 1.00 1.00 1.00 1.00 1.00 3040.00 Length = 23.167 It 1 0.189 0.133 1.60 1.000 1.00 1.00 1.00 1.00 1.00 5.09 +D+0.750L+0.750S+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 23.167 It 1 0.562 0.317 1.60 1.000 1.00 1.00 1.00 1.00 1.00 15.14 +D+0.750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 23.167 ft 1 0.562 0.317 1.60 1.000 1.00 1.00 1.00 1.00 1.00 15.14 +0.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 23.167 It 1 0.113 0.080 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.05 4.60D+0.70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 Length = 23.167 It 1 0.113 0.080 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.05 Overall Maximum Deflections Load Combination Span Max. "" Defi Location in Span Load Combination Max. °+^ Defl Location in Span +D+S+H 1 1.4817 11.583 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination 0.00 0.00 0.00 0.00 1,708.75 2185.00 2.71 86.13 195.50 1.213 0.00 0.00 0.00 0.00 574.60 3040.00 1.14 36.21 272.00 3.138 0.00 0.00 0.00 0.00 574.60 3040.00 1.14 36.21 272.00 +D+0.70E+H 0.00 0.00 0.00 0.00 574.60 3040.00 1.14 36.21 272.00 2.951 0.00 0.00 0.00 0.00 1,708.75 3040.00 2.71 86.13 272.00 0.821 0.00 0.00 0.00 0.00 1,708.75 3040.00 2.71 86.13 272.00 0.00 0.00 0.00 0.00 344.76 3040.00 0.68 21.72 272.00 0.00 0.00 0.00 0.00 344.76 3040.00 0.68 21.72 272.00 Load Combination Span Max. "" Defi Location in Span Load Combination Max. °+^ Defl Location in Span +D+S+H 1 1.4817 11.583 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 3.530 3.138 Overall MINimum 0.728 0.493 +D+H 1.213 0.821 +D+L+H 1.213 0.821 +D+Lr+H 1.213 0.821 +D+S+H 3.530 3.138 +D+0.750Lr+0.750L+H 1.213 0.821 +D+0.750L+0.750S+H 2.951 2.559 +D+0.60W+H 1.213 0.821 +D+0.70E+H 1.213 0.821 +D+0.750Lr+0.750L+0.450W+H 1.213 0.821 +D+0.750L+0.750S+0.450W+H 2.951 2.559 +D+0.750L+0.750S+0.5250E+H 2.951 2.559 +0.60D+0.60W+0.60H 0.728 0.493 +0.60D+0.70E+0.60H 0.728 0.493 D Only 1.213 0.821 Lr Only L Only S Only 2.317 2.317 W Only E Only H Only Structural Phil Project Title: HeatCon 7675 Nahahum Canyon Road Engineer: Phi V Project ID: 182PV16 Cashmere, WA 98815 Project Descr: New RTU on Existing Roof Framing structuralphil@gmail.com 2400 psi 509 881-0824 Primed: 8AUG 2016, 4:15Pu Wood Beam File = C:)Users)PhiRDOCUME-11STRUCT-112016UGHNSO-1.1)HEATCO-1.EC( 1650 psi ENERCALC, INC. 19D2016, Build:6.16.6.7, Ver.6.16.6.' Description : EXISTING GLULAM CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: IBC 2015 Material Properties Analysis Method: Allowable Stress Design Fb -Tension 2400 psi E: Modulus of Elasticity 8.75x36 Load Combination IBC; 2015 Fb - Compr 2400 psi Ebend- xx 1800 ksi 146.70 psi Fc - Prll 1650 psi Eminbend - xx 950 ksi Wood Species : DF/DF Fc - Perp 650 psi Ebend- yy 1600 ksi Wood Grade :24F - V8 Fv 265 psi Eminbend - yy 850ksi Span # where maximum occurs = Ft 1100 psi Density 31.2pcf Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Max Downward Transient Deflection 1.792 in Ratio= 401 >=360 1) W0.216) Sr0.&5.2) %10.8) 8.75x36 Span7=1260 ft Span = 60.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: D = 0.010, S = 0.0250 ksf, Tributary Width = 24.0 ft, (ROOF PLUS SNOW) Point Load: D = 1.0 k @ 56.0 ft, (NEW CONDENSER RTU) Point Load: D = 1.0 k @ 48.0 ft, (NEW CONDENSER RTU) Load for Span Number 2 Uniform Load: D = 0.0090, S = 0.0250 ksf, Tributary Width = 24.0 ft, (ROOF PLUS SNOW) Point Load: D = 5.20, S = 10.80 k @ 12.0 ft, (DROP IN WEIGHT) DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.895 1 Maximum Shear Stress Ratio = 0.481 : 1 Section used for this span 8.75x36 Section used for this span 8.75x36 fb : Actual = 1,889.88psi fv : Actual = 146.70 psi FEI: Allowable = 2,110.44psi Fv : Allowable = 304.75 psi Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span = 25.475ft Location of maximum on span = 57.318 ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 1.792 in Ratio= 401 >=360 Max Upward Transient Deflection -0.440 in Ratio= 654 -360 0.00 Max Downward Total Deflection 2,844 in Ratio= 253 >=180 1 0.412 0.230 Max Upward Total Deflection -0.796 in Ratio= 360 >=180 1.00 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V Cd C FN C i Cr Cm C t C L M fb Fb V fv F'v +D+H 0.00 0.00 0.00 0.00 Length = 60.0 ft 1 0.412 0.230 0.90 0.765 1.00 1.00 1.00 1.00 1.00 107.29 681.22 1651.65 11.54 54.93 238.50 Length =12.0 ft 2 0.271 0.230 0.90 0.898 1.00 1.00 1.00 1.00 1.00 82.87 526.13 1940.05 7.77 54.93 238.50 +D+L+H 0.898 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Structural Phil 7675 Nahahum Canyon Road Cashmere, WA 98815 structuralphil@gmaii.com Project Title: HeatCon Engineer: Phi V Project ID: 182PV16 Project Descr: New RTU on Existing Roof Framing 5uj iN51-U23Z4 Printed: 8 AUG 2M, 4:15PU Wood Beam File = C:1Users\PhiNDOCUME-1FSTRUCT-112016UGHNSO^1.IIHEATCO-1.ECl ENERCALC, INC. 1983-2016, Build:6.16.6.7, Ver.6.16.6.' Description : EXISTING GLULAM Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V C d C FN C i Cr Cm C t C L M fb Fb V fv Fv Length = 60.0 ft 1 0.371 0.207 1.00 0.765 1.00 1.00 1.00 1.00 1.00 107.29 681.22 1835.16 11.54 54.93 265.00 Length =12.0 ft 2 0.244 0.207 1.00 0.898 1.00 1.00 1.00 1.00 1.00 82.87 526.13 2155.62 7.77 54.93 265.00 +D+Lr+H 20.973 +D+0.750L+0.750S+0.450W+H 19.473 50.133 0.898 1.00 1.00 1.00 1.00 1.00 +0.60D+0.70E+0.60H 4.880 0.00 0.00 0.00 0.00 Length = 60.0 ft 1 0.297 0.166 1.25 0.765 1.00 1.00 1.00 1.00 1.00 107.29 681.22 2293.95 11.54 54.93 331.25 Length =12.0 ft 2 0.195 0.166 1.25 0.898 1.00 1.00 1.00 1.00 1.00 82.87 526.13 2694.52 7.77 54.93 331.25 +D+S+H 0.898 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 60.0 ft 1 0.895 0.481 1.15 0.765 1.00 1.00 1.00 1.00 1.00 297.66 1,889.88 2110.44 30.81 146.70 304.75 Length = 12.0 ft 2 0.655 0.481 1.15 0.898 1.00 1.00 1.00 1.00 1.00 255.67 1,623.28 2478.96 24.00 146.70 304.75 +D+0.750Lr+0.750L+H 0.898 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 60.0 ft 1 0.297 0.166 1.25 0.765 1.00 1.00 1.00 1.00 1.00 107.29 681.22 2293.95 11.54 54.93 331.25 Length = 12.0 ft 2 0.195 0.166 1.25 0.898 1.00 1.00 1.00 1.00 1.00 82.87 526.13 2694.52 7.77 54.93 331.25 +D+0.750L+0.750S+H 0.898 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 60.0 ft 1 0.752 0.406 1.15 0.765 1.00 1.00 1.00 1.00 1.00 250.04 1,587.58 2110.44 25.99 123.76 304.75 Length = 12.0 ft 2 0.544 0.406 1.15 0.898 1.00 1.00 1.00 1.00 1.00 212.47 1,348.99 2478.96 19.95 123.76 304.75 +D+0.60W+H 0.898 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 60.0 ft 1 0.232 0.130 1.60 0.765 1.00 1.00 1.00 1.00 1.00 107.29 681.22 2936.26 11.54 54.93 424.00 Length = 12.0 ft 2 0.153 0.130 1.60 0.898 1.00 1.00 1.00 1.00 1.00 82.87 526.13 3448.99 7.77 54.93 424.00 +D+0.70E+H 0.898 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 60.0 ft 1 0.232 0.130 1.60 0.765 1.00 1.00 1.00 1.00 1.00 107.29 681.22 2936.26 11.54 54.93 424.00 Length =12.0 ft 2 0.153 0.130 1.60 0.898 1.00 1.00 1.00 1.00 1.00 82.87 526.13 3448.99 7.77 54.93 424.00 +D+0.750Lr+0.750L+0.450W+H 0.898 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 60.0 ft 1 0.232 0.130 1.60 0.765 1.00 1.00 1.00 1.00 1.00 107.29 681.22 2936.26 11.54 54.93 424.00 Length =12.0 ft 2 0.153 0.130 1.60 0.898 1.00 1.00 1.00 1.00 1.00 82.87 526.13 3448.99 7.77 54.93 424.00 +D+0.750L+0.750S+0.450W+H 0.898 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 60.0 ft 1 0.541 0.292 1.60 0.765 1.00 1.00 1.00 1.00 1.00 250.04 1,587.58 2936.26 25.99 123.76 424.00 Length = 12.0 ft 2 0.391 0.292 1.60 0.898 1.00 1.00 1.00 1.00 1.00 212.47 1,348.99 3448.99 19.95 123.76 424.00 +D+0.750L+0.750S+0.5250E+H 0.898 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 60.0 ft 1 0.541 0.292 1.60 0.765 1.00 1.00 1.00 1.00 1.00 250.04 1,587.58 2936.26 25.99 123.76 424.00 Length = 12.0 ft 2 0.391 0.292 1.60 0.898 1.00 1.00 1.00 1.00 1.00 212.47 1,348.99 3448.99 19.95 123.76 424.00 +0.60D+0.60W+0.60H 0.898 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 60.0 ft 1 0.139 0.078 1.60 0.765 1.00 1.00 1.00 1.00 1.00 64.38 408.73 2936.26 6.92 32.96 424.00 Length = 12.0 ft 2 0.092 0.078 1.60 0.898 1.00 1.00 1.00 1.00 1.00 49.72 315.68 3448.99 4.66 32.96 424.00 +0.60D+0.70E+0.60H 0.898 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 60.0 ft 1 0.139 0.078 1.60 0.765 1.00 1.00 1.00 1.00 1.00 64.38 408.73 2936.26 6.92 32.96 424.00 Length =12.0 ft 2 0.092 0.078 1.60 0.898 1.00 1.00 1.00 1.00 1.00 49.72 315.68 3448.99 4.66 32.96 424.00 Overall Maximum Deflections Load Combination Span Max. ° " Dell Location in Span Load Combination Max. "+^ Defl Location in Span +D+S+H 1 2.8442 28.156 0.0000 0.000 2 0.0000 28.156 +D+S+H -0.7961 12.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum 23.253 59.853 Overall MINimum 4.880 12.584 +D+H 8.133 20.973 +D+L+H 8.133 20.973 +D+Lr+H 8.133 20.973 +D+S+H 23.253 59.853 +0+0.7501 -r+0.7501 -+H 8.133 20.973 +0+0.750L+0.750S+H 19.473 50.133 +D+0.60W+H 8.133 20.973 +D+0.70E+H 8.133 20.973 +D+0.750Lr+0.750L+0.450W+H 8.133 20.973 +D+0.750L+0.750S+0.450W+H 19.473 50.133 +D+0.750L+0.750S+0.5250E+H 19.473 50.133 +0.60D+0.60W+0.60H 4.880 12.584 +0.60D+0.70E+0.60H 4.880 12.584 D Only 8.133 20.973 Lr Only Structural Phil 7675 Nahahum Canyon Road Cashmere, WA 98815 structuralphil@gmaii.com Project Title: HeatCon Engineer: Phi V Project ID: 182PV16 Project Descr: New RTU on Existing Roof Framing 509 881-0824 Printed: 8 AUG 2016, 4:15PN. Wood Beam File =C:\Users\Phi11DOCUME-11STRUCT-112016UGHNSO-1.IIHEATCO-1.ECi ENERCALC, INC. 1983-2016, Build:6.16.6.7, Ver:6.16.6.' Description : EXISTING GLULAM Vertical Reactions Load Combination S Only W Only E Only H Only Support notation : Far left is #1 Values in KIPS Support 1 Support 2 Support 3 15.120 38.880 Structural Calculations for Heatcon Composite IMP Freezer Panel Support Tukwila, WA REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 2 2016 City of Tukwila BUILDINAPjY-1§10N July 2016 PSM . 7-L--1('- CORRE TION I LTR 0 RECEIVED CITY OF TUKWILA SEP 15 2016 PERMIT CENTER 2200 SIXTH AVENUE, SUITE 601 PHONE 206-622-4580 .SEATTLE WASHINGTON 98121 FAX 206-622-0422 I PSM JOB:.. CONSULTING ENGINEERS By. A!!! -k SUBJECT. -C 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.622.4580 wvvw.psm-engineers.com - ------ 6alo Lo . .......... ---------- A,, • 77 114 Ls -2'F !- - - ---------- 1 ----------- . . ..... Y) )OF----------- JOB. PSM DATE: E2.211C CONSULTING ENGINEERS -7 - _ By. 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 SUBJECT: OFFICE 206.622.4580 www.psm-engineers.com 6-0 j... ` � �� tea, � i --i i -._i..._.-' �. r ld-t- PSM JOB: �� G DATE: R CONSULTING ENGINEERS SUBJECT. 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.622.4580 www.psm-engineers.com . ....... ...... . ..... ---- . . ....... ... A— J A.) ... ....... 1 i JI � i : i k � I Re F-1 'Y*D ... ..... ... �. .. 10L 4 1�h CA 0 V1 007 . . .......... : I • -71-1 • I I I I !TI .j I ! i. 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II ..... .... . . . ....... .. e-1 4- i. .. . . ....... ......... .... . ...... .. .... .. . ......... r." - - ----- p - ----- CA 4, 10 ... ....... . ...... cy 4 ILI AT 7:T ; L -.—A PSM JOB: /01 CONSULTING ENGINEERS DATE: BY: SUBJECT 2200 SIXTH AVENUE, SUITE 601, SEATTLE, WASHINGTON 98121 OFFICE 206.622.4580 www.psm-angineers.COM L T--7— ...... .... .... 17 Design Maps Summary Report W http://ehp2-earthquake.wr.usgs.gov/design maps/us/summaryphp?temp... M(j.-MS Design Maps Summary Report User -Specified Input Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available In 2008) Site Coordinates 47.450090N, 122.25069°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output Ss = 1.442 g Sas = 1.442 g SDs = 0.962 g Sl = 0.537 g SMI = 0.805 g SDI = 0.537 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCEA Response Spectrum 1.65 1.50 1.35 1.20 1.05 fn 0.75 0.60 0.45 0.30-- 0.15-.. 0.00 0.00 0.20 0.40 0.60 0.60 1.00 1.20 1.40 1.60 1.60 2.00 Period, T (sec) Design Response Spectrum 1.10 2.D0 0.90 0.20-- 0.70- 0.50- 0.40, .200.700.500.40 0.30 0.20-- 0110-- 0.00 .2001100.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00 Period, T (sec) Although this Information Is a product of the U.S. Geological Survey, we provide no warranty, expressed or Implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. 1 of 1 6/29/2016 7:32 AM Wein Table KS 5�rie Note: KS Series panels Include KS Optimo, KS42SL, KS42MR, KS42MMR, KS42MW and KS45SL. Refer to other weight tables tar KS Granitsione and KS Mineral Fiber panels. _, Insulated Panels 866-442-3594 • (905) 951-5600 • Fax:905-951.3944 wwwAingspanpanels.ca Revised 912012 26 GA 126 GA WEIGHT PER SO. FT. 24 GA 126 GA 24 GA / 24 GA PANEL THICKNESS 2" 2.30 2.49 2.66 2.5' 2.41 260 2.78 3" 2.50 2.69 2.86 4" 2.70 2.89 3.06 5" 2.89' 3.08 3.26 6" 3.08 3.26 3.44 Note: KS Series panels Include KS Optimo, KS42SL, KS42MR, KS42MMR, KS42MW and KS45SL. Refer to other weight tables tar KS Granitsione and KS Mineral Fiber panels. _, Insulated Panels 866-442-3594 • (905) 951-5600 • Fax:905-951.3944 wwwAingspanpanels.ca Revised 912012 22GA/260A WEIGHT PER SQ FT. 22GA/24GA 22GA/22GA PANEL THICKNESS 2" 2.77 2.94 321 2.5" 2.68 3.06 3.32 3" 2.97 3.14 3.41 4" 3.17 3.34 3.61 5" 3.36 3.53 320 6" 3.54 3.72 3.98 Note: KS Series panels Include KS Optimo, KS42SL, KS42MR, KS42MMR, KS42MW and KS45SL. Refer to other weight tables tar KS Granitsione and KS Mineral Fiber panels. _, Insulated Panels 866-442-3594 • (905) 951-5600 • Fax:905-951.3944 wwwAingspanpanels.ca Revised 912012 CONDITIONS: Panel Series: KS45 (42) SL Design Parameter: Uniform Gravity Load Exterior Face: 26 Ga. Steel Interior Face: 26 Ga. Steel Deflection Limit: U240 NOTES TO TABLE: 1) Assembly includes: Panels, Kingspan aluminum ceiling T (6063-T6), 3/8" threaded rods (Grade A36), coupling nut (Grade 2), connector bolt with nut (A325), #10 phllpans (for attaching T flange to bottom face of panels). 2) Spans shown are simple and limited by deflection under uniform load only. Spans may be governed by other factors including deflection due to temperature differentials and negative wind pressure. Contact Kingspan Technical Services for specific project applications. 3) Connection of hangar rods to roof system above must be engineered by project engineer of record (not by Kingspan). 4) Maximum aluminum T cantilever is 2'-6". 5) The above allowable design bads are after deducting the dead load of the panel. Kings n® Kingspan USA • Deland, FL • (386) 626-6789 • Modesto, CA (209) 531-9091 Kingspan Canada • Caledon, ON (905) 951.5600 • Langley, BC (604) 607-1101 Insulated Panels www.ldngspanpanels.us•www.ldngspanpaneis.ca Revised 5/2011 CEILING PANEL SPAN IN FEET (U240) 8 10 12 1 14 1 16 18 20 PANEL THICKNESS ROD SPACING DESIGN LOAD IN PSF 2" 4'-0" 20.2 12.4 - - - - 5'-0" 20.2 12.4 - - - - - 6'-0" 13.7 - 7'-0" - - - - - - - 2.5" 4'-0" 28.6 18.1 12.0 - - - - 5'-0" 21.6 16.6 12.0 - - - - 6'-0" 13.6 - - - - - - 7'-0" - - - - - - - 3" 4'-0" 35.3 23.8 16.0 11.2 - - - 5'-0" 21.5 15.5 12.7 10.0 - - - 6'-0" 13.0 - - - - - - 4" 4'-0" 36.3 27.3 22.3 17.8 13.8 10.1 - 5'-0" 21.3 15.3 12.3 - - - - 6-0" 12.8 - - - - - - 7'-0" - - - - - - - 5" 4'-0" 35.1 27.1 21.1 17.6 1 15.0 12.8 10.4 5'-0" 20.1 15.1 11.6 - - - - 6'-0" 12.6 - - - - - -- 6" 4'-0" 34.9 26.9 20.9 17.4 14.8 12.5 10.6 5'-0" 19.9 14.9 11.4 - - - - 6'-0" 12.4 - - - - - - CONDITIONS: Panel Series: KS45 (42) SL Design Parameter: Uniform Gravity Load Exterior Face: 26 Ga. Steel Interior Face: 26 Ga. Steel Deflection Limit: U240 NOTES TO TABLE: 1) Assembly includes: Panels, Kingspan aluminum ceiling T (6063-T6), 3/8" threaded rods (Grade A36), coupling nut (Grade 2), connector bolt with nut (A325), #10 phllpans (for attaching T flange to bottom face of panels). 2) Spans shown are simple and limited by deflection under uniform load only. Spans may be governed by other factors including deflection due to temperature differentials and negative wind pressure. Contact Kingspan Technical Services for specific project applications. 3) Connection of hangar rods to roof system above must be engineered by project engineer of record (not by Kingspan). 4) Maximum aluminum T cantilever is 2'-6". 5) The above allowable design bads are after deducting the dead load of the panel. Kings n® Kingspan USA • Deland, FL • (386) 626-6789 • Modesto, CA (209) 531-9091 Kingspan Canada • Caledon, ON (905) 951.5600 • Langley, BC (604) 607-1101 Insulated Panels www.ldngspanpanels.us•www.ldngspanpaneis.ca Revised 5/2011 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director September 02, 2016 CHUCK STEPHENS 4102 B PL NW AUBURN, WA 98001 RE: Correction Letter # I MECHANICAL Permit Application Number M16-0130 HEATCON - 480 ANDOVER PARK E Dear CHUCK STEPHENS, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - M DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. The engineer's calculations are sufficient but lacks the construction details. Provide a floor plan and elevations with complete details for the construction and installation of the cooler to include hardware and fasteners, panel details, door specks and how the freezer is seismically anchored to the floor. 2. Plan provided had an architect stamp with no signature. All documentation by and Architect and/or Engineer shall have a signed stamp with expiration date. See General note above. Note: This permit plan review may not be complete as revised plans may require further corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 9 Phone 206-431-3670 • Fax 206-431-3665 In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3672. Sincerely, waW Brenda Holt Permit Coordinator File No. M16-0130 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COOK® COPY-. PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M16-0130 DATE: 09/15/16 PROJECT NAME: HEATCON SITE ADDRESS: 480 ANDOVER PARK E Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: kT AWC- 94CHP Building Division Fire Prevention ❑ Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 09/20/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/18/16 Approved ❑ Approved with Conditions Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M16-0130 PROJECT NAME: HEATCON SITE ADDRESS: 480 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: ow 6 •tib' 1p Bui ing Division IV DATE: 08/22/16 Revision # before Permit Issued Revision # after Permit Issued Am AV (, 0.1A• Ap Fire Prevention No Planning Division ❑ Public Works ❑ Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 08/23/16 Not Applicable ❑ Structural Review Required ❑ (no approvallreview required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required FO (corrections entered in Reviews) Notation: DUE DATE: 09/20/16 Approved with Conditions FJ Denied ❑ (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg E6 Fire ❑ PIng ❑ PW ❑ Staff Initials: iz 12/18/2013 City ®f Tukwila Department of Community Deve1 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.Tukwi]aWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: M16-0130 ❑ Response to Incomplete Letter # . RECEIVED ® Response to Correction Letter # 1 CITY OF TUKWILA ❑ Revision # after Permit is Issued SEP 15 2016 ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # PERMIT CENTER Project Name: HEATCON Project Address: 480 ANDOVER PARK E Contact Person: CHUCK STEPHENS Phone Number: Summary of Revision: GGt u, --k@; .�v� i ve,--sem,/ � y I e-e>vL-t Sheet Number(s): 5 /slit NAV s'Tr/\u c Geo vv • ol "Cloud" or highlight all areas of revisioh including date of rev Received at the City of Tukwila Permit Center by: CA) VEntered in TRAMT on toq / / WMermit Cemcr\Templates\Forms\Revision Submittal Form.doc Revised: August 2015 f% �aGe�t2u�c�#tur—/,�Z UNIVERSAL REFRIGERATION— - Page 1 of 2 Hoene l spaiiol Contact Search L&I A -G Index Help M.V I &T Safety & Health Claims & Insurance Workplace Rights Trades & Licensing inWashington State Department of Labor & Industries UNIVERSAL REFRIGERATION INC Owner or tradesperson PO BOX 614 AUBURN, WA 98071-0614 Principals 253-939-5501 GATES, CHRISTOPHER A, PRESIDENT KING County GALVIN, BRYAN S, VICE PRESIDENT GATES, CHRIS A, AGENT VERNON, GUY E (End: 01/0111980) JACKSON, SHELDON G (End: 01/01/1980) OSENBAUGH, CHARLES R (End: 01/01/1980) RAEDER, STEVEN C, PRESIDENT (End: 03/29/2012) Doing business as UNIVERSAL REFRIGERATION INC WA UBI No. Business type 600 599 723 Corporation Governing persons BRYAN GALVIN CHRIS GATES; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ........... Meets current requirements. License specialties COMMERCIAL/INDUSTRIAL/REFRIG License no. UNIVER1159RF Effective — expiration 12/06/1985— 04/01/2018 Bond AMERICAN STATES INS CO $6,000.00 Bond account no. EX903622 Received by L&I Effective date 03/18/2002 12/06/2001 Expiration date Until Canceled Insurance American Economy Insurance Co $1,000,000.00 Help us improve Policy no. https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=600599723&LIC=UNIVERI159RF&SAW= 9/22/2016 a F 2,1 "U -4, �?O m "o 3 4 �l 21E 7, o g g N., Z, tq __,M P1 p g R 4,4� 4� A, r"T_N v 77, f 5, IV 011 0, 4 4 r t b! 'P 1-7 If, 7111z N HEATCON ROOF/SITE PLAN SCALE:NTS ADIViTE HERMIT RE-QUHRED FOR: 0 N",achanical aflectrical P P mbing W gts Piping City of Tukwila DIVISION HVAC LEGEND HVAC ABBREVIATIONS (D C3 INLINE EXHAUST FAN(S) AFF ABOVE FINISHED FLOOR BDD BACKDRAFT DAMPER BTUH BRITISH THERMAL UNIT PER HOUR CD CEILING DIFFUSER CFM CUBIC FEET PER MINUTE CU CONDENSING UNIT DB DECIBEL DH DUCT HEATER DN DOWN EC EVAPORATOR COIL EER ENERGY EFFICIENCY RATIO EF EXHAUSTFAN EG EXHAUST GRILLE ESP EXTERNAL STATIC PRESSURE EXH EXHAUST FCU FAN COIL UNIT FD FIRE DAMPER, FLOOR DRAIN FPM FEET PER MINUTE FSD FIRE AND SMOKE DAMPER GA GAUGE GF GAS FURNACE GRD GRILLE, REGISTER, DIFFUSER HP HORSEPOWER, HEAT PUMP ID INSIDE DIMENSION IHP INDOOR (SECTION) HEAT PUMP IRH INFRARED HEATER KW KILOWATT MBH THOUSAND BTU PER HOUR MCD MOTORIZED CONTROL DAMPER NC NOISE CRITERIA NIC NOT IN CONTRACT NTS NOT TO SCALE OBD OPPOSED BLADE DAMPER Oc ON CENTER OD OUTSIDE DIMENSION OR DIAMETER OHP OUTDOOR HEAT PUMP OSA OUTSIDE AIR OSCI OWNER SUPPLIED CONTRACTOR INSTALLED POC POINT OF CONNECTION RPM REVOLUTIONS PER MINUTE RA RETURN AIR RAG RETURN AIR GRILLE RTU ROOFTOP UNIT SA SUPPLY AIR SG SUPPLY GRILLE SP STATIC PRESSURE SSG SIDEWALL SUPPLY GRILLE TBD TO BE DETERMINED TG TRANSFER GRILLE TYP TYPICAL UH UNIT HEATER VFD VARIABLE FREQUENCY DRIVE VTR VENT TO ROOF WT VARIABLE VOLUME AND TEMPERATURE I --.0 ADIViTE HERMIT RE-QUHRED FOR: 0 N",achanical aflectrical P P mbing W gts Piping City of Tukwila DIVISION REVISIONS No chancss shall be made to the scopp of prior approval oi u --0 83u"�ding Division. i,.,i!l require a ri,_%-i plan submittal ardi-nay induclie additional p!an revievi fees. ROOFTOP/11NDOOR REFRIGERATION EQUIPMENT SCHEDULE HVAC LEGEND BRAND NAME (D C3 INLINE EXHAUST FAN(S) 0 ROOFTOP EXHAUST FAN HORSEPOWER SIDEWALL EXHAUST FAN MCA VAV FAN BOX DIMENSIONS CEILING EXHAUST FAN TYPE GAS METER ZD12 VVT DAMPER LDV1002L6D THERMOSTAT R404A/R507 T -BAR SUPPLY DIFFUSER 67,100 T -BAR RETURN GRILLE F�71 V\J HARDLID SUPPLY DIFFUSER 50 HARDLID RETURN GRILLE FD FIRE DAMPER FSD FIRE SMOKE DAMPER WALK IN FREEZER VOLUME DAMPER SD SMOKE DETECTOR EQUIPMENT INSTALLATION INSTRUCTIONS TO BE ON-SITE FLEXIBLE DUCT SAIRA - ROUND DUCT UP 105"x37.1 81, ROUND DUCT DOWN 00 CFM -10'0/' DIFFUSER TAG LDV1002L6D ROOF REVISIONS No chancss shall be made to the scopp of prior approval oi u --0 83u"�ding Division. i,.,i!l require a ri,_%-i plan submittal ardi-nay induclie additional p!an revievi fees. ROOFTOP/11NDOOR REFRIGERATION EQUIPMENT SCHEDULE ID BRAND NAME MODEL NUMBER AREA OF SERVICE REFRIGERANT CAPACITY (BTUH) HORSEPOWER V/PH MCA MOCP DIMENSIONS WEIGHT TYPE QUANTITY CU -1 LARKIN LDV1002L6D ROOF R404A/R507 81 LBS 67,100 10 460/3 35.5 50 120"x55.5" 1,870 LBS EC -1 LARKIN LHG6740DGA WALK IN FREEZER INSTRUCTIONS PER I.M.C. 2015, SECTION 403, CHAPTER 6, AND SHALL OPERATE, PER W.S.E.C. 2015, SECTION C403.3.1. 5. EQUIPMENT INSTALLATION INSTRUCTIONS TO BE ON-SITE 460/3 - - 105"x37.1 81, 445 LBS CU -2 LARKIN LDV1002L6D ROOF R404A/R507 81 LDO 67,100 10 460/3 355 50 120"X55.5" 1,870 LBS EC -2 LARKIN LHG6740DGA WALK IN FREEZER I - - I I - 1 460/3 1 - I 105"x37.18" 445 LBS NOTE: These plans are diagrammatical only. Please verify all dimensions at job site. REVIEWED FOR ,I, Z, m DDE COMPLIANCE It"i APPROVED SEP 2 2 2016 T oL ,.Iclt� Of Tulwila 1ILDING DIVISI *INDOOR UNIT POWERED BY OUTDOOR UNIT *INDOOR UNIT POWERED BY OUTDOOR UNIT SCOPE OF WORK JOB#1 6137 1. INSTALL (2) ROOFTOP MOUNTED CONDENSING UNITS. 2. INSTALL (2) CEILING HUNG EVAPORATIVE COILS. PROJECT 1INFORMATION OWNER: HEATCON COMPOSITE SYSTEMS OWNER ADDRESS: 415 BAKER BLVD STE 200. TUKWILA, WA. SITE ADDRESS: 480 ANDOVER PARK EAST. TUKWILA, 98188 PARCEL NUMBER: 2623049093 LEGAL DESCRIPTION: FOR NE 1/4 OF SE 1/4 BEG SW COR TR 8 ANDOVER INDUSTRIAL PK # 5 TH S 01 -47-28 W 225 FT TH S 88-12-32 E 297 FT TH N 01 -47-28 E 225 FT TO SE CDR TR 8 H N 8-12-32 W ALG S LN TO TPOB LESS UP FIR OPER R/W 111LE COPY 17"ermit No. t � V Q�o Plan raview approvpl is subject to errors and om,_--s1on,3_. Approval of consial4ion docurnents does not au'Llholize the violation of any adopted code or ordinance. Recdfpt of approved Field Co _and-copuRions is ac n ledned: 8) D C4 of Tukwila BUILDING DIVISION CORRECTION LTR#. -.-----1 PENDINO 01 -FY APPRC)VAL SHEET NUMBER: M—C HYAC NOTES 1 . DUCT INSULATION TO MEET THE REQUIREMENTS OF SECT- ION C403.2.8 OF THE 2015 WSEC AND SECTION 604 OF THE IECC (INTERNATIONAL ENERGY CONSERVATION CODE). 2. SMOKE DETECTOR(S) INSTALLED IN MAIN RETURN AIR DUCTS PER SECTION 606 OF THE 2015 IMC. HVAC SMOKE DUCT DETECTORS SHALL SHUT DOWN POWER TO THE UNIT UPON ACTIVATION AND A "SUPERVISORY" ZONE SHALL BE INITIATED AT FIRE ALARM PANEL UPON SMOKE DUCT DETECTOR ACTIVATION. IMC SECTION 606.2.1. 3. DUCTWORK-MAINTRUNK IS R-4.2 IN CONDITIONED SPACES AND R-8 IN UNCONDITIONED SPACES AS PER THE WSEC. 4. ALL SINGLE PACKAGE HVAC UNITS SHALL BE INSTALLED WITH ECONOMIZERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS PER I.M.C. 2015, SECTION 403, CHAPTER 6, AND SHALL OPERATE, PER W.S.E.C. 2015, SECTION C403.3.1. 5. EQUIPMENT INSTALLATION INSTRUCTIONS TO BE ON-SITE FOR INSPECTIONS. 6. ALL HVAC EQMT. TO BE LABELED TO THE SPACE SERVED. 7. DUCTS TO BE SUPPORTED AT EACH DIRECTION CHANGE VERTICAL AT 12-4- MAX., HORIZONTAL AT 10-4' MAX. WITH STRAP, OR 8'-0" MAX. F TRAPEZE SUPPORT. 8. THERMOSTAT TO BE SEVEN-DAY TYPE AND HAVE NIGHT SETBACK WITH 5 DEGREE DEADBAND. 9. THE HVAC INSTALLATION SHALL BE COMPLETE WHEN ALL SECTIONS OF C408 WSEC HAVE BEEN SATISFIED. THIS SHALL INCLUDE AS -BUILT DRAWINGS, SUBMITTALS, O&M MANUALS, SYSTEM BALANCE REPORT, AND A COMMIS- SIONING REPORT. 10. DUCT SEALING SHALL MEET REQUIREMENTS OF WSEG C403.2.8. DUCT WORK WHICH IS DESIGNATED TO OPERATE AT PRESSURES ABOVE 1/2" WATER COLUMN STATIC PRESSURE SHALL BE SEALED AS FOLLOWS: 1 - STATIC PRESSURE 1/2 INCH TO 3 INCHES: SEAL ALL TRANSVERSE JOINTS AND LONGITUDINAL SEAMS. SPIRAL LOCK SEAMS IN ROUND AND FLAT OVAL DUCT WORK DO NOT REQUIRE SEALING; HOWEVER, OTHER SEAMS SHALL BE SEALED. 2. STATIC PRESSURE ABOVE 3 INCHES: SEAL ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS AND DUCT WALL PENETRATIONS. 11. WSEC FORMS, DUCTING PLANS, BALANCING FEATURES, AS WELL AS VENTILATION REQUIREMENTS (AS PER TABLE 403.3.1.1, 2015 IMC MINIMUM VENTILATION RATES) AND OCCUPANCY, ALONG WITH A MECHANICAL PERMIT AT THE Rom TIME OF THE TENANT IMPROVEMENT PERMIT. SCOPE OF WORK JOB#1 6137 1. INSTALL (2) ROOFTOP MOUNTED CONDENSING UNITS. 2. INSTALL (2) CEILING HUNG EVAPORATIVE COILS. PROJECT 1INFORMATION OWNER: HEATCON COMPOSITE SYSTEMS OWNER ADDRESS: 415 BAKER BLVD STE 200. TUKWILA, WA. SITE ADDRESS: 480 ANDOVER PARK EAST. TUKWILA, 98188 PARCEL NUMBER: 2623049093 LEGAL DESCRIPTION: FOR NE 1/4 OF SE 1/4 BEG SW COR TR 8 ANDOVER INDUSTRIAL PK # 5 TH S 01 -47-28 W 225 FT TH S 88-12-32 E 297 FT TH N 01 -47-28 E 225 FT TO SE CDR TR 8 H N 8-12-32 W ALG S LN TO TPOB LESS UP FIR OPER R/W 111LE COPY 17"ermit No. t � V Q�o Plan raview approvpl is subject to errors and om,_--s1on,3_. Approval of consial4ion docurnents does not au'Llholize the violation of any adopted code or ordinance. Recdfpt of approved Field Co _and-copuRions is ac n ledned: 8) D C4 of Tukwila BUILDING DIVISION CORRECTION LTR#. -.-----1 PENDINO 01 -FY APPRC)VAL SHEET NUMBER: M—C NOTE: These plans are diagrammatical only. Please verify all dimensions at job site. HEATCON REFRIGERATION PLAN SCALE: 1/16" = 1'-0" 1 app Nom.. Pr f F � k ryryry K<Y; `� REVIEWED FOR CODE COMPLIANCE as APPROVED SEP 2 2 2016 4` j} City of WoNifa BUILDING DIVISION RECEIVED CITY OF i LIKWILA SEP 15 2016 PERMIT CENTER PENDINO 01 -FY APPRC)VAL SHEET NUMBER: GENERAL NOTES THE FOLLOWING NOTES APPLY EXCEPT WHERE SHOWN OTHERWISE CODE Washington State Building Code International Building Code IBC (2012) CEILING LIVE LOADS: 1Opsf WIND LOADS: 5 psf Interior walls EARTHQUAKE LOADS: Seismic risk category: II Seismic importance factor, le = 1.00 Mapped accelerations, Ss = 1.44S1 = 0.54 Site class = D Design accelerations, Sds = 0.96 Sd1 = 0.54 Seismic design category: D Basic seismic force resisting system: Light frame walls (Cold—formed) using flat strap bracing. Analysis procedure used: Equivalent lateral load procedure Setting bearing plates MAX WATER/CEMENT RATIO MINIMUM f'c NON—AIR—ENT AIR—ENT SACKS/C.Y. REMARKS 5000 -- -- -- Mosterflow 928/equal ANCHORAGE TO HARDENED CONCRETE Where expansion anchors are specified, use "Power—stud+SD2" (reference ICC Report ESR -2502.) Where epoxy anchors are specified, use 'Powers Pure110+' or 'Simpson SET—XP' (reference ICC Report ESR -3298 and ESR -2508). Where screw anchors are specified, use 'Simpson Titen HD" (reference ICC report ESR -2713). 'Hilti HIT—RE 500', "Hilti HY-150', and "Simpson SET' may not be used, unless specifically pre—approved by the Structural Engineer. Use ASTM A193 Grade B7 threaded rod, unless otherwise noted. Holes must be cleaned of dust and debris and be free of standing water when epoxy is installed. Special inspection of epoxy anchors is required. Do not cut any reinforcing bars to install anchors. Defective holes shall be filled solid with epoxy. For any substitutions to the above, the contractor shall submit to the Structural Engineer manufacturer's literature describing the anchors and listing ICC approved allowable shear and tension values. STRUCTURAL STEEL Wide flange shapes to be ASTM A992,Fy=50ksi. Channels, angles, and plates to be ASTM A36, Fy=36 ksi. Pipe columns to be ASTM A53, grade B, Fy=35 ksi. HSS structural tube to be ASTM A500, grade B, Fy=46 ksi. All steel except steel embedded in concrete shall be given one shop coat of approved paint. Welds to be 3/16" minimum continuous fillet, by certified welders using E70xx electrodes. All welding shall be performed in strict adherence to a written welding procedure specification (WPS) per AWS D1.1. All welding parameters shall be within the electrode manufacturer's recommendations. Welding procedures shall be submitted to the owners testing agency for review before starting fabrication or erections. Copies of the WPS shall be on site and available to all welders and the special inspector. Steel to steel bolted connections are shown to be bearing—type connections using A325 bolts with threads included in the shear plane. Hole size shall be in accordance With RISC specification for bearing connection and bolts shall be tightened to snug—tight condition. Where not specifically shown by detail, connections shall be bolted frame beam connections per AISC standards. During erection, structural steel shall be secured from collapsing with temporary bracing. COLD FORMED STEEL (GFS) CONNECTORS Screws shall be self—ddiling, thread—cutting tapping screws conforming to SAE J78, with ICC approval. Penetration of screws through joined materials shall not be less than 3 exposed threads. Maximum screw spacing shall be no greater than 12" oc. Where plans and details specify #8, #10, #12 and #14 screws, they shall have the following properties: #8 = 0.164" dia., 12 threads/inch (8-12) #10 = 0.190° dia., 16 threads/inch (10-16) #12 = 0.216" dia., 14 threads/inch (12-14) #14 = 0.250" dia., 14 threads/inch (1/4-14) Welding of CFS framing shall conform to the requirements of AWS D1.3 and shall be performed by a welder certified in accordance with AWS D1.3. Use E60xx electrodes. Fasteners shall be "Red Head Hammer—set Anchor HS -1420" connecting CFS to concrete. All substitutions shall have the written approval of the engineer of record prior to use. SCOPE OF STRUCTURAL ENGINEERING SERVICES The Structural Engineer has performed the structural design and prepared the structural working drawings for this project. The construction must be performed in strict accordance with the structural drawings. Any deviation from the drawings must be approved in writing by the Structural Engineer. Errors and/or omissions found on the structural drawings must be brought to the Structural Engineer's attention immediately. The Structural Engineer is responsible for the design of the primary structural system, except for any components noted above or as noted on the structural plans. Responsibility for any secondary structural and non—structural systems not shown on the structural plans rests with someone other than the Structural Engineer. The structure shown on these drawings is structurally sound only in its completed form. The Contractor shall provide all necessary bracing to stabilize the building during construction. The Structural Engineer is not responsible for, and will not have control of, construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the construction work, nor will he be responsible for the Contractors failure to cant' out the construction work in accordance with the contract documents. Feld measurements and the verificotion of field dimensions are not part of the Structural Engineer's responsibility. The Contractor must check all (assumed) existing conditions shown on these drawings for accuracy and notify the Structural Engineer of any discrepancies. Omissions from the drawings or specifications or the inadvertent mislabeling of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or inadvertent mislabeled details of the work but they shall be performed as if fully and correctly set forth and described in the drawings and specifications. ------- ELEMENT: Epoxy type anchors. PERIOD:Continuous Special Inspection: Special Inspector verify size, grade, and embedment of bolt prior to pouring concrete. Verify hole is correct depth and clean for epoxy. REVIEVIfE D FOR CODE COMPLIANCE APPROVED SLP 2 P� 20,16 City of Tukwifa BUILDING DIVISION RECEIVED CITY OF TUU ILA SEP 15 2016 PERMIT CENTER REVISION DATE REV1 7/29/16 PSM U Z vi Q� N LLJ Z00 0 0 F—W— N 0 Z5 �o U W N O' L (.' w NN Z ZNuC >0,00 C QQ�N Z =3NL X w Cq 0 'A U F/5 _J°- 'o OQN cn N w .. tL N to 0. Ln LAJ F_ ©LL. 00 G'IC SC oo CID Lai LLI V cle o �� in _J O°' Q 3 V g� Q %0 w 0 Z Z w F - z o w U Z w W W JOB No. 16101 DWN BY: PSM CHKD BY: PSM DATE: 07-05-2016 SHEET No. 0 I N M (WP AT CORNERS) 6 A 5" IMP WALLS w2 4. � 3. 2'-6y" 2'-0" FLOOR PLAN SCALE: 1/4' = 1'-0* 16'-8" 5'-0" EXIST SLAB 60'-0" AW2 38'-4" I® r 8 DATE 5" IMP WALLS C 3. 4. N o 1 in 0 I S m in S 1�o N �Lu Z 'D O 3 C� L-- N 0 � 4. 4 ` Lu o 4. J I Q I CD I 17 w 00 0 >0,N.c N N cn Q Q •� N 19'-7y4" 19'-7 4" 19'-7y4" 3 I �o OQN cn N w CL NcnO_ in 4. LL1 �I fi (TYP) p 0 9 9 `D 4. NEW 6" SLAB -i 4. 3' 4 IBY OTHERS "' A J ,0 Q Lu 3. 7 4 0 I 4. � a 3. COIL (500# MAX) !4 2'-6y" 2'-0" FLOOR PLAN SCALE: 1/4' = 1'-0* 16'-8" 5'-0" EXIST SLAB 60'-0" AW2 38'-4" I® r (nP) E C CEILING PLAN SCALE. 114' = 1 '-0* J NOTES 1. SW INDICATES PANEL SCREW SPACING PER DETAIL 1/S4.0 REVIEWED FOR CODE COMPLIANCE APPROVED r SEP 2 2 2016 Citi of Tukwila BUILDING DIVISION RECEIVED CITE( OF WKWIL A SEP 15 2016 PERMIT CE4TER 8 DATE 5" IMP WALLS C 3. 4. c12 x 20.7 S m U (6 LOCS) N �Lu Z 'D O COIL (500# MAX) C� L-- N 0 � Z'o N ` Lu o J I Q I Z ZNu; c 17 w 00 0 >0,N.c cn Q Q •� N HSS 5 x 3 x %g (LLV) I �o OQN cn N w CL NcnO_ in t/1 LL1 (TYP) p 9 9 9 9 4. O� 4. 4. 3' 4 LL 0 W10 x 22 W10 x 22 W10 x 22 J ,0 Q Lu 7 rc 4. a 3. COIL (500# MAX) !4 a_ U W `'id HSS 5x3x3j6(LLV) z I W O � I w JOB No. 16101 DWN BY: PSM I DATE- 07-05-2016 SHEET No. 2,0 0 8 4. (nP) E C CEILING PLAN SCALE. 114' = 1 '-0* J NOTES 1. SW INDICATES PANEL SCREW SPACING PER DETAIL 1/S4.0 REVIEWED FOR CODE COMPLIANCE APPROVED r SEP 2 2 2016 Citi of Tukwila BUILDING DIVISION RECEIVED CITE( OF WKWIL A SEP 15 2016 PERMIT CE4TER 0 Y_ E a N 0 cb 0 i to 0 I 0) 3 0 N N :-r REVISION DATE S m U z N �Lu Z 'D O C� L-- N 0 Z'o N ` Lu o (� W N N Z ZNu; c 17 w 00 0 >0,N.c cn Q Q •� N Z a: cq O Xwo� U C/) -i a �o OQN cn N w CL NcnO_ t/1 LL1 Our co ad coa 93- O� Lu one O LL 0 ,0 Q Lu a !4 z U W `'id Z 8 W O U w JOB No. 16101 DWN BY: PSM CHKD BY PSM DATE- 07-05-2016 SHEET No. 2,0 0 0 Y_ E a N 0 cb 0 i to 0 I 0) 3 0 N N :-r IMP PER L2x2x' #12 x 1" AT 9' /2 POWER Z)iuu +SD2 AT 24" OC (3" EMBED MIN) TYPICAL IMS' WALL CONNECTION SECTION SCALE: 1 1/2' = I ' -0' IMP W) PER P METAL CLAD PT 2 x 6 DOOR CASING SECTION SCALE: NTS 6" SLAB BY OTHERS 6" INSULATION 2" SAND (E) SLAB GALV Y"0 ALL THREAD AT 24" OC U CHANNEL WRAPED WOOD FRAME END NOT USED 0 SCALE: 1 1/2' = 1'-0' L6 x 6 x 26GA W/ #12 x 4" HWH AT 12" OC EA LEG 5" IMP WALL - SECTION SCALE: 3' = 1'-0' "-5" IMP CEILING L3 x 3 x 26GA W/ #12 x 4" HWH AT 9" OC EA LAG, SPLICE L3 x 3 W/ (5) #12 x 4" HWH EA LEG (10 TOTAL) WHERE REQD ABOVE NEW SLAB 12'-0" Ya" - 28 x 6" TEK SCREWS W/ WASHER AT 12"OC ATTACHED TO BEAM (STAGGER PANEL SIDES) SECTION SCALE: 1 1/2' = l'-9 AT CEILING PANEL JOINT, CONT 10" x 26GA W/ (2) #12 x 4" HWH INTO EA PANEL (4 TOTAL) r -IMP CEILING PER PLAN WF BM PER PLAN REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 2 2016 Oily O�Tultvuii� BUILDING DIVISION RECEIVED CITY OF TILIK 1 - SEP 15 2016 PERMIT CENTER 7,L,'/ to REVISION DATE Psm U z W N Z %0 O C�ui N o z5 No U W 0 %0 N 0 WTN N Z ZNL LIJ OD L) J >c)'. CO , c cn QQv N z : 3 cv O %X uJ •Np Q J �0 L OQN cn N W .. CL N cn fL Ln LLA ..r O 00 �,. C�.. L� co N a a LW 3 tJce o¢ LL.0 .� O Q LLJ z z W z O z o ►-a rrE--l{ W V W Z 44 0 JOB No. 16101 y E DWN BY: PSM a CHKD BY PSM DATE= 07-05-2016 SHEET No. 0 3,0 0 rn 3 'D O 2 WALL PANEL INSTALLATION DIRECTION - TYPICAL WALL PMa ' HWH SPACING 6" OC 12" OC 24" OC NTS NTS IMP PANEL PER PLAN t SCALE: 1 1/2' = 1 '-Ow C12 x 20.7 x 1'-6" (2) PL Ya x 3 x 0'-8" FOR AND (1) FAB-LOK FAST TO EXIST IMP AT EA IMP CEILING PANELS IMP PANEL DETAIL 3/16 3 SIDES 1)/23"? KII"— Y" BASE PL W/ (2) Y"0 POWER-STUD+SD2 y" (4" EMBED) 0"-1" GROUT AT CONTR OPTION HSS PER PLAN DETAIL SCALE' 1 1/2" - 1 ' -0' SCALE= 1 1/2' = 1 '-0' HSS PER PLAN VOTE: FIELD VERIFY EXIST SLAB SLOPE FOR COL HEIGHT (SHOP )RAWINGS) SASE PL Y" W/ (4) Y"0 POWER-STUD+SD2 A.BOLT (4" EMBED) O"-1" GROUT AT CONTR OPTION (2) Y"4 THRU BOLTS ATTACH HSS TO EXIST IMP PANEL W/ PLY6x3x0'-6"W/ (2) FAB-LOK FASTENERS EA SIDE AT 8" OC L 7x3x26GA W/ #8 x 1" PPH AT 12"OC EA.LEG IMP WALL PER PLAN SCALE: 1 1/2' = 1 '-06 %" CAP PL W/ o (2) Y" THRU BOLTS AND NUTS TO C12 3/16 SECTION Y = I —io-BOT OF CEILING \rIMp PER SECTION CEILING PER PLAN L 3x3x26GA W/ #10 x 1" HWH AT 12"OC EA.LEG WALL PANEL R PLAN DETAIL NTS C12 x 20.7 x 1'-6" W/ (2) PL Ya x 6 x 0'-8" FOR HSS AND (1) FAB-LOK FASTENER TO EXIST IMP AT EA END Z IMP CEILING PANELS PER PLAN 4. 71 Tc CAP PL>_� TO COL /3/1 WF PER PLAN— COIL LAN—COL PER PLAN PL PREDRILL FOR #12 SCREWS F0 0 0 0 0 0O O O O DETAIL 1/2' = 1 '-0' (2) Y2n0 THRU BOLTS & NUTS TO C12 DETAIL SCALE: 1 1/2' = 1 '-0- z -0' ATTACH COL CAP TO IMP PANELS W/ (8) #12 x 1" HWH SCREWS EA SIDE (16 TOTAL) _Ipoi j1 1" 1" P BOLTED HSS SPLICE WITH tY" EDGE DISTANCE 3/16 < ' 2" 2" 11 n F WALL S/LTT20 HOLDOWN ,N W/ (8) #10 x %" ) Y"0 THREADED ROD ,ONC W/ POWERS PURE 'OXY (3Y" EMBED) EXIST IMP CEILING PANELS AT WF PER PLAN SECTM X SECTION SCALE= I REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 2 2016 Cid#' of Tukwila BUILDING DIVISION RECEIV =D CITY OF TUKWILA SEP 15 2016 PERMIT CENTER REVISION DATE Psm U z V) ce (N uj O z ' C� 1 N 0 z 5 U W N so O C4 (� W Z ZNii C ; a F 2,1 "U -4, �?O m "o 3 4 �l 21E 7, o g g N., Z, tq __,M P1 p g R 4,4� 4� A, r"T_N v 77, f 5, IV 011 0, 4 4 r t b! 'P 1-7 If, 7111z N HEATCON ROOF/SITE PLAN SCALE:NTS ADIViTE HERMIT RE-QUHRED FOR: 0 N",achanical aflectrical P P mbing W gts Piping City of Tukwila DIVISION HVAC LEGEND HVAC ABBREVIATIONS (D C3 INLINE EXHAUST FAN(S) AFF ABOVE FINISHED FLOOR BDD BACKDRAFT DAMPER BTUH BRITISH THERMAL UNIT PER HOUR CD CEILING DIFFUSER CFM CUBIC FEET PER MINUTE CU CONDENSING UNIT DB DECIBEL DH DUCT HEATER DN DOWN EC EVAPORATOR COIL EER ENERGY EFFICIENCY RATIO EF EXHAUSTFAN EG EXHAUST GRILLE ESP EXTERNAL STATIC PRESSURE EXH EXHAUST FCU FAN COIL UNIT FD FIRE DAMPER, FLOOR DRAIN FPM FEET PER MINUTE FSD FIRE AND SMOKE DAMPER GA GAUGE GF GAS FURNACE GRD GRILLE, REGISTER, DIFFUSER HP HORSEPOWER, HEAT PUMP ID INSIDE DIMENSION IHP INDOOR (SECTION) HEAT PUMP IRH INFRARED HEATER KW KILOWATT MBH THOUSAND BTU PER HOUR MCD MOTORIZED CONTROL DAMPER NC NOISE CRITERIA NIC NOT IN CONTRACT NTS NOT TO SCALE OBD OPPOSED BLADE DAMPER Oc ON CENTER OD OUTSIDE DIMENSION OR DIAMETER OHP OUTDOOR HEAT PUMP OSA OUTSIDE AIR OSCI OWNER SUPPLIED CONTRACTOR INSTALLED POC POINT OF CONNECTION RPM REVOLUTIONS PER MINUTE RA RETURN AIR RAG RETURN AIR GRILLE RTU ROOFTOP UNIT SA SUPPLY AIR SG SUPPLY GRILLE SP STATIC PRESSURE SSG SIDEWALL SUPPLY GRILLE TBD TO BE DETERMINED TG TRANSFER GRILLE TYP TYPICAL UH UNIT HEATER VFD VARIABLE FREQUENCY DRIVE VTR VENT TO ROOF WT VARIABLE VOLUME AND TEMPERATURE I --.0 ADIViTE HERMIT RE-QUHRED FOR: 0 N",achanical aflectrical P P mbing W gts Piping City of Tukwila DIVISION REVISIONS No chancss shall be made to the scopp of prior approval oi u --0 83u"�ding Division. i,.,i!l require a ri,_%-i plan submittal ardi-nay induclie additional p!an revievi fees. ROOFTOP/11NDOOR REFRIGERATION EQUIPMENT SCHEDULE HVAC LEGEND BRAND NAME (D C3 INLINE EXHAUST FAN(S) 0 ROOFTOP EXHAUST FAN HORSEPOWER SIDEWALL EXHAUST FAN MCA VAV FAN BOX DIMENSIONS CEILING EXHAUST FAN TYPE GAS METER ZD12 VVT DAMPER LDV1002L6D THERMOSTAT R404A/R507 T -BAR SUPPLY DIFFUSER 67,100 T -BAR RETURN GRILLE F�71 V\J HARDLID SUPPLY DIFFUSER 50 HARDLID RETURN GRILLE FD FIRE DAMPER FSD FIRE SMOKE DAMPER WALK IN FREEZER VOLUME DAMPER SD SMOKE DETECTOR EQUIPMENT INSTALLATION INSTRUCTIONS TO BE ON-SITE FLEXIBLE DUCT SAIRA - ROUND DUCT UP 105"x37.1 81, ROUND DUCT DOWN 00 CFM -10'0/' DIFFUSER TAG LDV1002L6D ROOF REVISIONS No chancss shall be made to the scopp of prior approval oi u --0 83u"�ding Division. i,.,i!l require a ri,_%-i plan submittal ardi-nay induclie additional p!an revievi fees. ROOFTOP/11NDOOR REFRIGERATION EQUIPMENT SCHEDULE ID BRAND NAME MODEL NUMBER AREA OF SERVICE REFRIGERANT CAPACITY (BTUH) HORSEPOWER V/PH MCA MOCP DIMENSIONS WEIGHT TYPE QUANTITY CU -1 LARKIN LDV1002L6D ROOF R404A/R507 81 LBS 67,100 10 460/3 35.5 50 120"x55.5" 1,870 LBS EC -1 LARKIN LHG6740DGA WALK IN FREEZER INSTRUCTIONS PER I.M.C. 2015, SECTION 403, CHAPTER 6, AND SHALL OPERATE, PER W.S.E.C. 2015, SECTION C403.3.1. 5. EQUIPMENT INSTALLATION INSTRUCTIONS TO BE ON-SITE 460/3 - - 105"x37.1 81, 445 LBS CU -2 LARKIN LDV1002L6D ROOF R404A/R507 81 LDO 67,100 10 460/3 355 50 120"X55.5" 1,870 LBS EC -2 LARKIN LHG6740DGA WALK IN FREEZER I - - I I - 1 460/3 1 - I 105"x37.18" 445 LBS NOTE: These plans are diagrammatical only. Please verify all dimensions at job site. REVIEWED FOR ,I, Z, m DDE COMPLIANCE It"i APPROVED SEP 2 2 2016 T oL ,.Iclt� Of Tulwila 1ILDING DIVISI *INDOOR UNIT POWERED BY OUTDOOR UNIT *INDOOR UNIT POWERED BY OUTDOOR UNIT SCOPE OF WORK JOB#1 6137 1. INSTALL (2) ROOFTOP MOUNTED CONDENSING UNITS. 2. INSTALL (2) CEILING HUNG EVAPORATIVE COILS. PROJECT 1INFORMATION OWNER: HEATCON COMPOSITE SYSTEMS OWNER ADDRESS: 415 BAKER BLVD STE 200. TUKWILA, WA. SITE ADDRESS: 480 ANDOVER PARK EAST. TUKWILA, 98188 PARCEL NUMBER: 2623049093 LEGAL DESCRIPTION: FOR NE 1/4 OF SE 1/4 BEG SW COR TR 8 ANDOVER INDUSTRIAL PK # 5 TH S 01 -47-28 W 225 FT TH S 88-12-32 E 297 FT TH N 01 -47-28 E 225 FT TO SE CDR TR 8 H N 8-12-32 W ALG S LN TO TPOB LESS UP FIR OPER R/W 111LE COPY 17"ermit No. t � V Q�o Plan raview approvpl is subject to errors and om,_--s1on,3_. Approval of consial4ion docurnents does not au'Llholize the violation of any adopted code or ordinance. Recdfpt of approved Field Co _and-copuRions is ac n ledned: 8) D C4 of Tukwila BUILDING DIVISION CORRECTION LTR#. -.-----1 PENDINO 01 -FY APPRC)VAL SHEET NUMBER: M—C HYAC NOTES 1 . DUCT INSULATION TO MEET THE REQUIREMENTS OF SECT- ION C403.2.8 OF THE 2015 WSEC AND SECTION 604 OF THE IECC (INTERNATIONAL ENERGY CONSERVATION CODE). 2. SMOKE DETECTOR(S) INSTALLED IN MAIN RETURN AIR DUCTS PER SECTION 606 OF THE 2015 IMC. HVAC SMOKE DUCT DETECTORS SHALL SHUT DOWN POWER TO THE UNIT UPON ACTIVATION AND A "SUPERVISORY" ZONE SHALL BE INITIATED AT FIRE ALARM PANEL UPON SMOKE DUCT DETECTOR ACTIVATION. IMC SECTION 606.2.1. 3. DUCTWORK-MAINTRUNK IS R-4.2 IN CONDITIONED SPACES AND R-8 IN UNCONDITIONED SPACES AS PER THE WSEC. 4. ALL SINGLE PACKAGE HVAC UNITS SHALL BE INSTALLED WITH ECONOMIZERS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS PER I.M.C. 2015, SECTION 403, CHAPTER 6, AND SHALL OPERATE, PER W.S.E.C. 2015, SECTION C403.3.1. 5. EQUIPMENT INSTALLATION INSTRUCTIONS TO BE ON-SITE FOR INSPECTIONS. 6. ALL HVAC EQMT. TO BE LABELED TO THE SPACE SERVED. 7. DUCTS TO BE SUPPORTED AT EACH DIRECTION CHANGE VERTICAL AT 12-4- MAX., HORIZONTAL AT 10-4' MAX. WITH STRAP, OR 8'-0" MAX. F TRAPEZE SUPPORT. 8. THERMOSTAT TO BE SEVEN-DAY TYPE AND HAVE NIGHT SETBACK WITH 5 DEGREE DEADBAND. 9. THE HVAC INSTALLATION SHALL BE COMPLETE WHEN ALL SECTIONS OF C408 WSEC HAVE BEEN SATISFIED. THIS SHALL INCLUDE AS -BUILT DRAWINGS, SUBMITTALS, O&M MANUALS, SYSTEM BALANCE REPORT, AND A COMMIS- SIONING REPORT. 10. DUCT SEALING SHALL MEET REQUIREMENTS OF WSEG C403.2.8. DUCT WORK WHICH IS DESIGNATED TO OPERATE AT PRESSURES ABOVE 1/2" WATER COLUMN STATIC PRESSURE SHALL BE SEALED AS FOLLOWS: 1 - STATIC PRESSURE 1/2 INCH TO 3 INCHES: SEAL ALL TRANSVERSE JOINTS AND LONGITUDINAL SEAMS. SPIRAL LOCK SEAMS IN ROUND AND FLAT OVAL DUCT WORK DO NOT REQUIRE SEALING; HOWEVER, OTHER SEAMS SHALL BE SEALED. 2. STATIC PRESSURE ABOVE 3 INCHES: SEAL ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS AND DUCT WALL PENETRATIONS. 11. WSEC FORMS, DUCTING PLANS, BALANCING FEATURES, AS WELL AS VENTILATION REQUIREMENTS (AS PER TABLE 403.3.1.1, 2015 IMC MINIMUM VENTILATION RATES) AND OCCUPANCY, ALONG WITH A MECHANICAL PERMIT AT THE Rom TIME OF THE TENANT IMPROVEMENT PERMIT. SCOPE OF WORK JOB#1 6137 1. INSTALL (2) ROOFTOP MOUNTED CONDENSING UNITS. 2. INSTALL (2) CEILING HUNG EVAPORATIVE COILS. PROJECT 1INFORMATION OWNER: HEATCON COMPOSITE SYSTEMS OWNER ADDRESS: 415 BAKER BLVD STE 200. TUKWILA, WA. SITE ADDRESS: 480 ANDOVER PARK EAST. TUKWILA, 98188 PARCEL NUMBER: 2623049093 LEGAL DESCRIPTION: FOR NE 1/4 OF SE 1/4 BEG SW COR TR 8 ANDOVER INDUSTRIAL PK # 5 TH S 01 -47-28 W 225 FT TH S 88-12-32 E 297 FT TH N 01 -47-28 E 225 FT TO SE CDR TR 8 H N 8-12-32 W ALG S LN TO TPOB LESS UP FIR OPER R/W 111LE COPY 17"ermit No. t � V Q�o Plan raview approvpl is subject to errors and om,_--s1on,3_. Approval of consial4ion docurnents does not au'Llholize the violation of any adopted code or ordinance. Recdfpt of approved Field Co _and-copuRions is ac n ledned: 8) D C4 of Tukwila BUILDING DIVISION CORRECTION LTR#. -.-----1 PENDINO 01 -FY APPRC)VAL SHEET NUMBER: M—C NOTE: These plans are diagrammatical only. Please verify all dimensions at job site. HEATCON REFRIGERATION PLAN SCALE: 1/16" = 1'-0" 1 app Nom.. Pr f F � k ryryry K<Y; `� REVIEWED FOR CODE COMPLIANCE as APPROVED SEP 2 2 2016 4` j} City of WoNifa BUILDING DIVISION RECEIVED CITY OF i LIKWILA SEP 15 2016 PERMIT CENTER PENDINO 01 -FY APPRC)VAL SHEET NUMBER: GENERAL NOTES THE FOLLOWING NOTES APPLY EXCEPT WHERE SHOWN OTHERWISE CODE Washington State Building Code International Building Code IBC (2012) CEILING LIVE LOADS: 1Opsf WIND LOADS: 5 psf Interior walls EARTHQUAKE LOADS: Seismic risk category: II Seismic importance factor, le = 1.00 Mapped accelerations, Ss = 1.44S1 = 0.54 Site class = D Design accelerations, Sds = 0.96 Sd1 = 0.54 Seismic design category: D Basic seismic force resisting system: Light frame walls (Cold—formed) using flat strap bracing. Analysis procedure used: Equivalent lateral load procedure Setting bearing plates MAX WATER/CEMENT RATIO MINIMUM f'c NON—AIR—ENT AIR—ENT SACKS/C.Y. REMARKS 5000 -- -- -- Mosterflow 928/equal ANCHORAGE TO HARDENED CONCRETE Where expansion anchors are specified, use "Power—stud+SD2" (reference ICC Report ESR -2502.) Where epoxy anchors are specified, use 'Powers Pure110+' or 'Simpson SET—XP' (reference ICC Report ESR -3298 and ESR -2508). Where screw anchors are specified, use 'Simpson Titen HD" (reference ICC report ESR -2713). 'Hilti HIT—RE 500', "Hilti HY-150', and "Simpson SET' may not be used, unless specifically pre—approved by the Structural Engineer. Use ASTM A193 Grade B7 threaded rod, unless otherwise noted. Holes must be cleaned of dust and debris and be free of standing water when epoxy is installed. Special inspection of epoxy anchors is required. Do not cut any reinforcing bars to install anchors. Defective holes shall be filled solid with epoxy. For any substitutions to the above, the contractor shall submit to the Structural Engineer manufacturer's literature describing the anchors and listing ICC approved allowable shear and tension values. STRUCTURAL STEEL Wide flange shapes to be ASTM A992,Fy=50ksi. Channels, angles, and plates to be ASTM A36, Fy=36 ksi. Pipe columns to be ASTM A53, grade B, Fy=35 ksi. HSS structural tube to be ASTM A500, grade B, Fy=46 ksi. All steel except steel embedded in concrete shall be given one shop coat of approved paint. Welds to be 3/16" minimum continuous fillet, by certified welders using E70xx electrodes. All welding shall be performed in strict adherence to a written welding procedure specification (WPS) per AWS D1.1. All welding parameters shall be within the electrode manufacturer's recommendations. Welding procedures shall be submitted to the owners testing agency for review before starting fabrication or erections. Copies of the WPS shall be on site and available to all welders and the special inspector. Steel to steel bolted connections are shown to be bearing—type connections using A325 bolts with threads included in the shear plane. Hole size shall be in accordance With RISC specification for bearing connection and bolts shall be tightened to snug—tight condition. Where not specifically shown by detail, connections shall be bolted frame beam connections per AISC standards. During erection, structural steel shall be secured from collapsing with temporary bracing. COLD FORMED STEEL (GFS) CONNECTORS Screws shall be self—ddiling, thread—cutting tapping screws conforming to SAE J78, with ICC approval. Penetration of screws through joined materials shall not be less than 3 exposed threads. Maximum screw spacing shall be no greater than 12" oc. Where plans and details specify #8, #10, #12 and #14 screws, they shall have the following properties: #8 = 0.164" dia., 12 threads/inch (8-12) #10 = 0.190° dia., 16 threads/inch (10-16) #12 = 0.216" dia., 14 threads/inch (12-14) #14 = 0.250" dia., 14 threads/inch (1/4-14) Welding of CFS framing shall conform to the requirements of AWS D1.3 and shall be performed by a welder certified in accordance with AWS D1.3. Use E60xx electrodes. Fasteners shall be "Red Head Hammer—set Anchor HS -1420" connecting CFS to concrete. All substitutions shall have the written approval of the engineer of record prior to use. SCOPE OF STRUCTURAL ENGINEERING SERVICES The Structural Engineer has performed the structural design and prepared the structural working drawings for this project. The construction must be performed in strict accordance with the structural drawings. Any deviation from the drawings must be approved in writing by the Structural Engineer. Errors and/or omissions found on the structural drawings must be brought to the Structural Engineer's attention immediately. The Structural Engineer is responsible for the design of the primary structural system, except for any components noted above or as noted on the structural plans. Responsibility for any secondary structural and non—structural systems not shown on the structural plans rests with someone other than the Structural Engineer. The structure shown on these drawings is structurally sound only in its completed form. The Contractor shall provide all necessary bracing to stabilize the building during construction. The Structural Engineer is not responsible for, and will not have control of, construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the construction work, nor will he be responsible for the Contractors failure to cant' out the construction work in accordance with the contract documents. Feld measurements and the verificotion of field dimensions are not part of the Structural Engineer's responsibility. The Contractor must check all (assumed) existing conditions shown on these drawings for accuracy and notify the Structural Engineer of any discrepancies. Omissions from the drawings or specifications or the inadvertent mislabeling of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or inadvertent mislabeled details of the work but they shall be performed as if fully and correctly set forth and described in the drawings and specifications. ------- ELEMENT: Epoxy type anchors. PERIOD:Continuous Special Inspection: Special Inspector verify size, grade, and embedment of bolt prior to pouring concrete. Verify hole is correct depth and clean for epoxy. REVIEVIfE D FOR CODE COMPLIANCE APPROVED SLP 2 P� 20,16 City of Tukwifa BUILDING DIVISION RECEIVED CITY OF TUU ILA SEP 15 2016 PERMIT CENTER REVISION DATE REV1 7/29/16 PSM U Z vi Q� N LLJ Z00 0 0 F—W— N 0 Z5 �o U W N O' L (.' w NN Z ZNuC >0,00 C QQ�N Z =3NL X w Cq 0 'A U F/5 _J°- 'o OQN cn N w .. tL N to 0. Ln LAJ F_ ©LL. 00 G'IC SC oo CID Lai LLI V cle o �� in _J O°' Q 3 V g� Q %0 w 0 Z Z w F - z o w U Z w W W JOB No. 16101 DWN BY: PSM CHKD BY: PSM DATE: 07-05-2016 SHEET No. 0 I N M (WP AT CORNERS) 6 A 5" IMP WALLS w2 4. � 3. 2'-6y" 2'-0" FLOOR PLAN SCALE: 1/4' = 1'-0* 16'-8" 5'-0" EXIST SLAB 60'-0" AW2 38'-4" I® r 8 DATE 5" IMP WALLS C 3. 4. N o 1 in 0 I S m in S 1�o N �Lu Z 'D O 3 C� L-- N 0 � 4. 4 ` Lu o 4. J I Q I CD I 17 w 00 0 >0,N.c N N cn Q Q •� N 19'-7y4" 19'-7 4" 19'-7y4" 3 I �o OQN cn N w CL NcnO_ in 4. LL1 �I fi (TYP) p 0 9 9 `D 4. NEW 6" SLAB -i 4. 3' 4 IBY OTHERS "' A J ,0 Q Lu 3. 7 4 0 I 4. � a 3. COIL (500# MAX) !4 2'-6y" 2'-0" FLOOR PLAN SCALE: 1/4' = 1'-0* 16'-8" 5'-0" EXIST SLAB 60'-0" AW2 38'-4" I® r (nP) E C CEILING PLAN SCALE. 114' = 1 '-0* J NOTES 1. SW INDICATES PANEL SCREW SPACING PER DETAIL 1/S4.0 REVIEWED FOR CODE COMPLIANCE APPROVED r SEP 2 2 2016 Citi of Tukwila BUILDING DIVISION RECEIVED CITE( OF WKWIL A SEP 15 2016 PERMIT CE4TER 8 DATE 5" IMP WALLS C 3. 4. c12 x 20.7 S m U (6 LOCS) N �Lu Z 'D O COIL (500# MAX) C� L-- N 0 � Z'o N ` Lu o J I Q I Z ZNu; c 17 w 00 0 >0,N.c cn Q Q •� N HSS 5 x 3 x %g (LLV) I �o OQN cn N w CL NcnO_ in t/1 LL1 (TYP) p 9 9 9 9 4. O� 4. 4. 3' 4 LL 0 W10 x 22 W10 x 22 W10 x 22 J ,0 Q Lu 7 rc 4. a 3. COIL (500# MAX) !4 a_ U W `'id HSS 5x3x3j6(LLV) z I W O � I w JOB No. 16101 DWN BY: PSM I DATE- 07-05-2016 SHEET No. 2,0 0 8 4. (nP) E C CEILING PLAN SCALE. 114' = 1 '-0* J NOTES 1. SW INDICATES PANEL SCREW SPACING PER DETAIL 1/S4.0 REVIEWED FOR CODE COMPLIANCE APPROVED r SEP 2 2 2016 Citi of Tukwila BUILDING DIVISION RECEIVED CITE( OF WKWIL A SEP 15 2016 PERMIT CE4TER 0 Y_ E a N 0 cb 0 i to 0 I 0) 3 0 N N :-r REVISION DATE S m U z N �Lu Z 'D O C� L-- N 0 Z'o N ` Lu o (� W N N Z ZNu; c 17 w 00 0 >0,N.c cn Q Q •� N Z a: cq O Xwo� U C/) -i a �o OQN cn N w CL NcnO_ t/1 LL1 Our co ad coa 93- O� Lu one O LL 0 ,0 Q Lu a !4 z U W `'id Z 8 W O U w JOB No. 16101 DWN BY: PSM CHKD BY PSM DATE- 07-05-2016 SHEET No. 2,0 0 0 Y_ E a N 0 cb 0 i to 0 I 0) 3 0 N N :-r IMP PER L2x2x' #12 x 1" AT 9' /2 POWER Z)iuu +SD2 AT 24" OC (3" EMBED MIN) TYPICAL IMS' WALL CONNECTION SECTION SCALE: 1 1/2' = I ' -0' IMP W) PER P METAL CLAD PT 2 x 6 DOOR CASING SECTION SCALE: NTS 6" SLAB BY OTHERS 6" INSULATION 2" SAND (E) SLAB GALV Y"0 ALL THREAD AT 24" OC U CHANNEL WRAPED WOOD FRAME END NOT USED 0 SCALE: 1 1/2' = 1'-0' L6 x 6 x 26GA W/ #12 x 4" HWH AT 12" OC EA LEG 5" IMP WALL - SECTION SCALE: 3' = 1'-0' "-5" IMP CEILING L3 x 3 x 26GA W/ #12 x 4" HWH AT 9" OC EA LAG, SPLICE L3 x 3 W/ (5) #12 x 4" HWH EA LEG (10 TOTAL) WHERE REQD ABOVE NEW SLAB 12'-0" Ya" - 28 x 6" TEK SCREWS W/ WASHER AT 12"OC ATTACHED TO BEAM (STAGGER PANEL SIDES) SECTION SCALE: 1 1/2' = l'-9 AT CEILING PANEL JOINT, CONT 10" x 26GA W/ (2) #12 x 4" HWH INTO EA PANEL (4 TOTAL) r -IMP CEILING PER PLAN WF BM PER PLAN REVIEWED FOR CODE COMPLIANCE APPROVED SEP 2 2 2016 Oily O�Tultvuii� BUILDING DIVISION RECEIVED CITY OF TILIK 1 - SEP 15 2016 PERMIT CENTER 7,L,'/ to REVISION DATE Psm U z W N Z %0 O C�ui N o z5 No U W 0 %0 N 0 WTN N Z ZNL LIJ OD L) J >c)'. CO , c cn QQv N z : 3 cv O %X uJ •Np Q J �0 L OQN cn N W .. CL N cn fL Ln LLA ..r O 00 �,. C�.. L� co N a a LW 3 tJce o¢ LL.0 .� O Q LLJ z z W z O z o ►-a rrE--l{ W V W Z 44 0 JOB No. 16101 y E DWN BY: PSM a CHKD BY PSM DATE= 07-05-2016 SHEET No. 0 3,0 0 rn 3 'D O 2 WALL PANEL INSTALLATION DIRECTION - TYPICAL WALL PMa ' HWH SPACING 6" OC 12" OC 24" OC NTS NTS IMP PANEL PER PLAN t SCALE: 1 1/2' = 1 '-Ow C12 x 20.7 x 1'-6" (2) PL Ya x 3 x 0'-8" FOR AND (1) FAB-LOK FAST TO EXIST IMP AT EA IMP CEILING PANELS IMP PANEL DETAIL 3/16 3 SIDES 1)/23"? 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