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Permit M18-0025 - LANTERN LANDING (SHELL) - ROOFTOP UNITS
LANTERN LANDING (SHELL) 1233 ANDOVER PARK E EXPIRED 05/14/2019 MI 8-0025 Parcel No: Address: C City of Tukwila o 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 3523049084 Permit Number: M18-0025 1233 ANDOVER PARK E Project Name: LANTERN LANDING (SHELL) Issue Date: 5/21/2018 Permit Expires On: 11/17/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: PETERSON MATT 3356 E SHORE DR HOUGHTON HARBOR LLC, SEATTLE, WA, 98112 HEATH HAMBLEN 4102 B PLACE NW , AUBURN, WA, 98001 UNIVERSAL REFRIGERATION INC (CONST) PO BOX 614 , AUBURN, WA, 98071- 0614 UNIVERI159RF //1 Phone: (253) 939-5501 Phone: (253) 939-5501 Expiration Date: 4/1/2020 DESCRIPTION OF WORK: (5) CARRIER ROOFTOP PACKAGE UNITS W/ECONOMIZERS Valuation of Work: $72,940.00 Type of Work: NEW Fuel type: GAS Fees Collected: $1,146.91 Electrical Service Provided by: PUGET SOUND ENERGY Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Permit Center Authorized Signature:WMI y� V A Date: 0, 1 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. Signa re: Print Name* Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: The attached set of mechanical plans have been reviewed by The Tukwila Fire Marshals Office and are acceptable with the following concerns: 2: H.V.A.C. units rated at greater than 2,000 cfm require auto -shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2437) 3: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air -moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 4: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2437) 5: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2437) 6: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 7: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 8: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 9: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 10: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 11: 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. 12: 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. 13: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 14: 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. 15: 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. 16: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 17: 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. 18: 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). 19: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 20: 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. 21: ***MECHANICAL PERMIT CONDITIONS*** 22: All mechanical work shall be inspected and approved under Permit Center (206/431-3670). 23: Manufacturers installation instructions shall be available on PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1400 0703 1800 0609 0705 0701 0702 FIRE FINAL MECH EQUIP EFF MECHANICAL FINAL PIPE/DUCT INSULATION REFRIGERATION EQUIP ROUGH -IN MECHANICAL SMOKE DETECTOR TEST a separate permit issued by the City of Tukwila the job site at the time of inspection. CITY OF TUKWA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. IV 1(6/ OU)') Project No. Date Application Accepted: alt D Date Application Expires: tt I I b (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION Site Address: 1233 An11)oVW:PG.044 ZAS1- Tenant Name: LA La n1 LA,Jt 1N() (Um) King Co Assessor's Tax No.: 5C23oli -90'4 Suite Number: A ;3,(• Floor: PROPERTY OWNER Name: HCjk» ZaVE;s�-M �S LLL . l Address: &3Css Lpke 044..11,4‘...c),,,3 --6.14,t) . A L City: 1.4; R.K i An1b State: t.,3 A Zip:q 033 CONTACT PERSON — person receiving all project communicati.r . Name: i eath Hamblen Bryan Galvin Chuck Stephen Address: , 9 n. . _...NW City: Auburn State: WA Zip: 98001 Phone: (253) 939-5501 Fax: (253) 735-3432 Email: \ 41 @universalrefrig.com New Tenant: El Yes ❑ ..No MECHANICAL CONTRACTOR INFORMATION Company Name: Universal Refrigeration Address: 4102 B PL NW City: Auburn State: WA Zip: 98001 Phone: (253) 939-5501 Fax: (253) 735-3432 Contr Reg No.: UNIVERI 159RF Exp Date: 04/01/2018 Tukwila Business License No.: BUS -0993124 Valuation of project (contractor's bid price): $ 121940 . Describe the scope of work in detail: HVACR Mechanical, install (5) C0.2.6t . Use: tc Residential: Commercial: co C . LPtCS: 01 k,J, aonlowAgtRS New ❑ Replacement 0 New Q Replacement ❑ Fuel Type: Electric ❑ Gas Other: H:\Applications\Forms-Applications On Line \20I6 Applications\Mechanical Permit Application Revised 1-4-16.docx Revised: January 2016 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Residential, Nighttime Furnace >100k btu Industrial Floor furnace 5 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 65 dB(A) <10,000 cfm 5 Unit Type Qty Air handling unit Residential, Nighttime >10,000 cfm Industrial Evaporator cooler 5 Ventilation fan connected to single duct 57 dB(A) Ventilation system Commercial Hood and duct 47 dB(A) Incinerator — domestic 65 dB(A) Incinerator — comm/industrial 60 dB(A) Unit Type Qty Fire damper Residential, Nighttime Diffuser Industrial Thermostat 5 Wood/gas stove 57 dB(A) Emergency generator Commercial Other mechanical equipment 47 dB(A) /�� c 65 dB(A) Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu Noise: Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can be heard from within a house of night in a residential zone it may not be allowed. For more details, see TMC 8.22 District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 dB(A) 60 dB(A) Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) 65 dB(A) 70 dB(A) *Daytime means 7AM-10PM, Monday through Friday and 8AM-10PM, Saturday, Sunday and State -recognized holidays. A few sounds are exempt from the noise code, including: • Warning devices; • Construction and property maintenance during the daytime hours (lam-lOpm); • Testing of backup generators during the day. PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNE Signature: ,p___71 AGENT: Print Name: Jerry Aeschlimann or Aidan Wilson Mailing Address: 4102 B PL NW H:Wpplications\Forms-Applications On Line\2016 Applications\Mechanical Permit Application Revised 1-4-16.docx Revised: January 2016 bh Date: 2-/ 8/i0 Day Telephone: (253) 939-5501 AUBURN WA 98001 City State Zip Page 2 of 2 k�v11LA Q �J� Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK EL18-0132, Address: 1233 ANDOVER PARK E n: 3523049084 ELECTRICAL $120.97 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $120.97 TECHNOLOGY FEE $6.05 TECHNOLOGY FEE R000.322.900.04.00 0.00 $6.05 M18-0025 Address: ANDOVER PARK E pn: 3523049084 14,6,E MECHANICAL $1,102.80 PERMIT ISSUANCE BASE FEE PERMIT FEE PLAN CHECK FEE R000.322.100.00.00 R000.322.100.00.00 R000.322.102.00.00 0.00 0.00 0.00 $33.15 $849.09 $220.56 TECHNOLOGY FEE $44.11 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R13761 R000.322.900.04.00 0.00 $44.11 $1,273.93 Date Paid: Friday, February 09, 2018 Paid By: UNIVERSAL REFRIGERATION INC Pay Method: CHECK 53026 Printed: Friday, February 09, 2018 3:16 PM 1 of 1 CRWSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 M �8•D6?S" Pro'e� ct: � � 1- A A A f 1 f‘4. Typo of I pec„ t : Address: /Z33 44ixe 1 E Date Called: Special Instons: Date Wanted: am: /l —IC-- Zoic/ Requester: 2.-mssfr /z27 Phone No: Approved per applicable codes. (Corrections required prior to approval. COMMENTS: ari,/ 1,2 Inspector: Date 1-15: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Cr United Technologies SUBMITTAL Project Lantern Landing Date Thursday, February 02, 2017 UNIVERSAL REFRIGERATI REVIEWED FOR CODE COMPLIANCE APPROVED MAY 18 02 City of Tukwila BUILDING DIVISION RECEIVED CAIN' OF TUKSvAvILA FEB 0 9 2018 PERMIT CENTER 14 A 1 '6 0074 Project: Lantem Landing Prepared By: Table Of Contents 02/02/2017 11:33AM 7.5TGP 3 Unit Report 4 Certified Drawing 5 Performance Summary 9 Unit Feature Sheet 12 Spec Sheet 13 5T GP 14 Unit Report 15 Certified Drawing 16 Performance Summary 20 Unit Feature Sheet 23 Spec Sheet 24 Packaged Rooftop Builder 1.45 Page 2 of 24 Project: Lantern Landing Prepared By: 7.5T GP 02/02/2017 11:33AM 7.5T GP Tag Cover Sheet Unit Report Certified Drawing Performance Report Unit Feature Sheet Spec Sheet Packaged Rooftop Builder 1.45 Page 3 of 24 Project: Lantern Landing Prepared By: Unit Report For 7.5T GP 02/02/2017 11:33AM Unit Parameters Unit Model. 48TCDD08A2A6-6UOG0 Unit Size. 08 (7.5 Tons) Volts -Phase -Hertz- 460-3-60 Heating Type. Gas Duct Cfg• Vertical Supply / Vertical Return Low Heat Round Tube Plate Fin Coils Lines and Filters Gas Line Size. 1/2 Condensate Drain Line Size- 3/4 Return Air Filter Type- Throwaway Return Air Filter Quantity 4 Return Air Filter Size. 16 x 20 x 2 Unit Configuration Medium Static Option (Belt Drive) AI/Cu - AI/Cu Electromechanical Controls w/W7220 Econo Controller Temp Ultra Low Leak Economizer w/Baro Relief Standard Packaging 2 -Speed indoor fan motor controlled by VFD Warranty Information 1 -Year parts(std.) 5 -Year compressor parts(std.) 10 -Year heat exchanger - Aluminized(std.) No optional warranties were selected. Dimensions (ft. in.) & Weight (Ib.) *** Unit Length. 7' 4.125" Unit Width. 4' 11.5" Unit Height 3' 5.25" *** Total Operating Weight 1087 Ib *** Weights and Dimensions are approximate. Weight does not include unit packaging. Approximate dimensions are provided primarily for shipping purposes. For exact dimensions and weights, refer to appropriate product data catalog. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48TCDD08A2A6-6UOGO Rooftop Unit 1 Base Unit Medium Static Option (Belt Drive) Ultra Low leak Temp Econo X with baro relief, W7220 control. Meets Calf. Title 24 FDD & Leak Rates 2 Speed Fan Controller (VFD) Accessories CRRFCURB003A01 14 -inch Tall Roof Curb 1 Packaged Rooftop Builder 1.45 Page 4 of 24 Certified Drawing for 7.5T GP 0) c c E m cm J p .2 E as Ft - 7. 0 CC V m K 0. rz 5,7 • 48TM500985 00 00 Cra N O l) 0 O) a Packaged Rooftop Builder 1.45 Certified Drawing for 7.5T GP c c J E 41) cm •• V a Q ! as atv a=a Ef `.E 8 CC O CC 0 73. 72 F. .73 3f ••0 • • 0 r i t 0 • Li • r o\- 0 •0 ''r -- 0z 48TM500985 CO CO O N O to m (5 Packaged Rooftop Builder 1.45 Certified Drawing for 7.5T GP O M N c O � r 0 0) c 0 c CO J E r c m l0 J ma as Service Clearance . c /� \,/ x1247 5 1 11 ti V s gb .g O !1 1 I. 7 A i CONDITION • Unit disconnect is mounted on panel Efil E w Alt; ill i pp aE 't i R • Minimum clearance (use manual ratchet screwdriver) • Unit has economizer • If dimension -A Is 364n (914 mm) • Check for sources of flue products within 10 -ft of unit fresh air Intake hood • Side condensate drain rs used • Minimum clearance • No flue discharge accessory Insta0ed, surfacers combustible material • Surface behind servicer is grounded (e.g., metal. masonry wall, another unit) • Surface behind servicer Is electricagy nontonducthe (e.g., woodfiberglass) • Check for adjacent units or budding fresh air intakes within 10•ft of this unit's fhe nutlet DIMENSION 484n (1219 mm) 36 -in (914 mm) 18 -in (457 mm) 12 -In (305 mm) 36 -In (914 mm) -If• 1 C r 1• .Eg.. AA (WW C90T) uiZp (tutu 6123) urge E v E C a 1- AZO Q m V Packaged Rooftop Builder 1.45 Certified Drawing for 7.5T GP N 2 iS :4N M' o C c J E m cm ts 1 1 If 1 1 1 ai 11 nc • g. IU 11 mo 1 1 1 t! 11 1 1 11 1 1 Packaged Rooftop Builder 1.45 Project: Lantern Landing Prepared By: Performance Summary For 7.5T GP 02/02/2017 11:33AM Part Number:48TCDD08A2A6-6UOG0 ARI EER. 11.00 IEER• 12.8 Base Unit Dimensions Unit Length- 88.1 in Unit Width- 59.5 in Unit Height. 41.3 in Operating Weight Base Unit Weight. 835 Ib Medium Static Option (Belt Drive). 15 Ib Temp Ultra Low Leak Economizer w/Baro Relief- 74 Ib 2 Speed Fan Controller (VFD)• 20 Ib Accessories 14 -inch Tall Roof Curb. 143 Ib Total Operating Weight. 1087 Ib Unit Unit Voltage -Phase -Hertz. 460-3-60 Air Discharge. Vertical Fan Drive Type. Belt Actual Airflow. 3000 CFM Site Altitude- 0 ft Cooling Performance Condenser Entering Air DB• 95.0 F Evaporator Entering Air DB• 80.0 F Evaporator Entering Air WB• 67.0 F Entering Air Enthalpy 31.44 BTU/Ib Evaporator Leaving Air DB• 58.7 F Evaporator Leaving Air WB• 57.6 F Evaporator Leaving Air Enthalpy 24.76 BTU/Ib Gross Cooling Capacity 90.10 MBH Gross Sensible Capacity- 68.90 MBH Compressor Power Input 6.40 kW Coil Bypass Factor 0.092 Heating Performance Heating Airflow. 3000 CFM Entering Air Temp• 70.0 F Leaving Air Temp. 101.8 F Gas Heating Input Capacity. 125.0 MBH Gas Heating Output Capacity. 103.0 MBH Temperature Rise• 31.8 F Thermal Efficiency (%)• 82.0 Supply Fan External Static Pressure- 0.50 in wg Options / Accessories Static Pressure Economizer. 0.11 in wg Total Application Static (ESP + Unit Opts/Acc.)• 0.61 in wg Fan RPM- 763 Fan Power 1.65 BHP NOTE- Selected IFM RPM Range: 733 - 949 Electrical Data Voltage Range- 414 - 506 Compressor #1 RLA• 6.1 Packaged Rooftop Builder 1.45 Page 9 of 24 Project: Lantern Landing Prepared By: Performance Summary For 7.5T GP 02/02/2017 11:33AM Compressor #1 LRA- 41 Compressor #2 RLA- 6.1 Compressor #2 LRA. 41 Indoor Fan Motor Type- MED Indoor Fan Motor FLA• 3.8 Combustion Fan Motor FLA (ea)• 0.25 Power Supply MCA- 20 Power Supply MOCP (Fuse or HACR)• 25 Disconnect Size FLA- 20 Disconnect Size LRA. 113 Electrical Convenience Outlet. None Outdoor Fan [Qty / FLA (ea)]. 2 / 0.8 Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Sound Power Levels, db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 98.2 95.2 85.8 125 Hz 91.4 86.1 84.3 250 Hz 78.0 73.0 80.5 500 Hz 70.8 66.3 78.7 1000 Hz 67.2 63.4 76.4 2000 Hz 65.7 58.5 72.7 4000 Hz 67.1 57.8 68.3 8000 Hz 69.4 57.5 65.1 A -Weighted 79.4 74.3 82.0 Advanced Acoustics Advanced Accoustics Parameters 1. Unit height above ground. 30.0 ft 2. Horizontal distance from unit to receiver 50.0 ft 3. Receiver height above ground- 5.7 ft 4. Height of obstruction. 0.0 ft 5. Horizontal distance from obstruction to receiver 0.0 ft 6. Horizontal distance from unit to obstruction- 0.0 ft Detailed Acoustics Information Octave Band Center Freq. Hz 63 125 250 500 1k 2k 4k 8k Overall A 85.8 84.3 80.5 78.7 76.4 72.7 68.3 65.1 89.6 Lw B 59.6 68.2 71.9 75.5 76.4 73.9 69.3 64.0 81.4 LwA Packaged Rooftop Builder 1.45 Page 10 of 24 Project: Lantern Landing Prepared By: Performance Summary For 7.5T GP 02/02/2017 11:33AM C 53.4 51.9 48.1 46.3 44.0 40.3 35.9 32.7 57.2 Lp D 27.2 35.8 39.5 43.1 44.0 41.5 36.9 31.6 49.0 LpA Legend A Sound Power Levels at Unit's Acoustic Center, Lw B A -Weighted Sound Power Levels at Unit's Acoustic Center, LwA C Sound Pressure Levels at Specific Distance from Unit, Lp D A -Weighted Sound Pressure Levels at Specific Distance from Unit, LpA Calculation methods used in this program are patterned after the ASHRAE Guide; other ASHRAE Publications and the AHRI Acoustical Standards. While a very significant effort has been made to insure the technical accuracy of this program, it is assumed that the user is knowledgeable in the art of system sound estimation and is aware of the tolerances involved in real world acoustical estimation. This program makes certain assumptions as to the dominant sound sources and sound paths which may not always be appropriate to the real system being estimated. Because of this, no assurances can be offered that this software will always generate an accurate sound prediction from user supplied input data. If in doubt about the estimation of expected sound levels in a space, an Acoustical Engineer or a person with sound prediction expertise should be consulted. 18 16 a) 14 c 12 N10 a wU as f0 C6 Q4 02 CO FanCurve 1COORFM 1100:14A Co II III III III 1 1\ 1 Y I X. I 1 Q4 (6 12 16 20 24 28 32 Aulow(CFM-thoumnds) RPM=763 BHP= 1.65 MaximumRPM=1400 MaximumBHP=4.70 Note: Pleasecontactapplicationengineeringforselectionsoutsidetheshadedregion. SC-SystemCurveRP-RatedPoint 43 44 Packaged Rooftop Builder 1.45 Page 11 of 24 Project: Lantern Landing Prepared By: Unit Feature Sheet for 7.5T GP 02/02/2017 11:33AM Carrie WeatherMaker' — 48TC PACKAGED ROOFTOP GAS HEATING/ELECTRIC COOLING UNITS 3, 4, 6, 6,7.6,8.5,10,12.6,16TONS Optional Lotnered Ha l Guard Shown COM 'rs Peron WEATHERMAKER SERIES WeatherMaker (46TC) units are one-piece gas heating, electric cooling units that are pre -wired and charged with Puron (R-410) refrigerant. They are factory tested in both heating and cooling modes, and rated in accordance with AHRI Standards 210/240 (04-06 sizes) and 340/360 (07-16 sizes). WeatherMaker units are designed in accordance with UL Standard 1996, and listed by the Underwriters' Laboratories. Approved and certified by: US 4.•`�1 rEPT1nED Certified to ISO 9001 STANDARD FEATURES INCLUDE: • Puron (R -410A) HFC refrigerant • ASHRAE 90.1 energyconlpiant • Sarol compressors wlth internal line Weak and overload protection • Single -stage cooing capacity control on 04-12 models • Two-stage cooing capacity control on 08-16 models • SEER.; up to 13.0, EER's up to 11.1 and IEER's up to 11.8 • Acutroln, refrigerant metering system • Ezciuwe non -corrosive composite condensate pan in aocorf encs with ASHRAE Standard 62. scoping design, side ore nterdrain • Standard cooing operation up to 115•F (46•C) and down to 40•F (4'C) - down to 25' F (-4' C) with winter start kit. • Pre -panted exterior panels and primer -coated interior panels tested to 500 hours salt spray protection • Fully insulated cabinet • Exclusive ItiC sold -state control for on -board diagnostics with LED error code designation burner control logic and energy saving indoor fan motor delay • Low MOx models that meat California Air Quality Management • Induced draft gas heat combustion design • Redundant gas valves with up to two stages of heating • Low pressure and high pressure switch protected. MAINTENANCE FEATURES: • Access panels with easy grip handles • Innovative easy starting, no -strip screws on unit access panels • Twodnrh disposable fetum avflters and Tool -less filter access door • Direct Drive ECM on 3 to 5 ton (.6 voltage only) models and daddy* evaporator -fan motor and pulley combinations avaiable on al models • New terminal board facilitating ramp* safety circuit troubleshooting and simplified control box arrangement • Exclusive IOC solid-state control for on -board diagnostics with LED two( code designation, burner control logic and energy saving indoor fan motor delay. INSTALLATION FEATURES: • Thru-the-bottom powerentry capability • Single pont gas and electric connections • Ful perimeter base rai with bu84n rigging adapters and fork slots • Field convertible from vertical to horizontal airflow for slab mounting. (16 sae models require field 'nstat ed supply duct cover). STANDARD WARRANTY: • 10-yearheatexchanger- 15-yearstanlesssteel option • 5-yearcompressor • 1-yearparts • 3 -year pans on Novation Condenseroods-where avaiabie • Many optional upgrades also avasable OPTIONS INCLUDE BUT ARE NOT LIMITED TO: • PrerrtierLnk"r and RTU Open Multi -Protocol DDC Controls • Supply and Retum Ak Smoke Detectors, high static motors • Louvered condenser col guards • Economizer. disconnect and convenience outlet options • Stainless Steel heat exchanger option • Corrosion resistant coil coating. • Hurrtidi-MiZer` adaptive dehumidification system available on al models with RTPF condenser cois- Motor Master I controller included • Hinged scam panels Fors ca,ipness* otdpsms and ammonia rasa lone Woaid Das Catalog far acs unit Packaged Rooftop Builder 1.45 Page 12 of 24 Project: Lantern Landing Prepared By: Spec Sheet for 7.5T GP 02/02/2017 11:33AM Packaged Rooftop Builder 1.45 Page 13 of 24 E D c B 2 3 4 5 6 7 8 FORM NO.: 17893-1P SEISMIC DESIGN CRITERIA: -Ip =1.5 -Ss=2.6 WIND DESIGN CRITERIA: - 60 FT. TALL BUILDING MAX. - EXPOSURE C - 155 MPH, 3-SECOND GUST WIND SPEED - RISK CATEGORY III & IV CURBS TO HAVE A MINIMUM OF: - (2) ISOLATORS & (2) STIFFENERS PER LONG SIDE - (0) ISOLATORS & (0) STIFFENERS PER SHORT SIDE THE STANDARD PRODUCT DOES NOT INCLUDE THROUGH THE SIDE SERVICE HOLES 24" MAX. HEIGHT W/ OR W/OUT PITCH 1/8 10 GA SUPPORT WELDING DETAIL SEAM WELD TOP AND SIDES (TYP. 4 CORNERS) 1.000 ISOLATOR TYP' WELDING DETAIL ISOCURB DETAIL .750 4.625 1.193 MICROHOLD DETAIL SECURE MICROHOLD 5 #10 x 1/2" TEK SCREWS P. EACH HOLD) 16 GA MICROHOLD ATTACH TO UNIT USING 5 #10 x 1-1/2" TEK SCREWS (TYP. EACH HOLD) FULL PERIMETER WOOD NAILER 16 GA STIFFENER 1-1/2" x 7" x BASE HEIGHT 16 GA CURB MicroMetl Corporation 0403-972E-08B 18" TALL 380 LBS. 0403-972E 21" TALL 375 LBS. 0403-972E-14B 24" TALL 390 LBS. STRUCTURALLY CALCULATED VIBRATION ISOLATION CURB MAX. UNIT WEIGHT 1781 LBS. Indianapolis, IN. : (800) 862-4822 Sparks, NV. (800) 884-4662 Longview, TX. (903) 248-4800 ANCHORAGE DETAILS TO ROOF: DRAWN BY: IR I DATE: 06/01/2013 MEETS SEISMIC REQUIREMENTS FOR 2013CBC32012IBC MEETS WIND REQUIREMENTS FOR 156 MPH, 3 SEC. GUST, EXP C STEEL ATTACHMENT. (BEAM BY OTHERS) (20) A307 1/2" DIAMETER BOLTS EVENLY SPACED, W/ WASHER CENTER ON FLANGE, 5) EACH LONG SIDE, 5) EACH SHORT SIDE THE INIORMAIION LONIAINED IN THIS DRAW 1 4x BLOCKING (48)WASHER EVENLY PAC DS W/ CENTERED ON FLANGE, 13 EACH LONG SIDE, 11 EACH SHORT SIDE, R6IM CURB TO 4x BLOCKING BETWEEN DECK FLUTES IN U IS THE SOLE PROPER I Y OP MICROFt O. CORPORATION. ANY REl'RODUC IION WOOD ATTACHMENT. (REF. DOUGLAS HR) (48) 1/4" x 3" SIMPSON SDS W/ WASHER, CENTER ON CURB FLANGE. EVENLY SPACED, (13) EACH LONG SIDE, (11) EACH SHORT SIDE CONCRETEATTACHMENT. (3000 PSI MINIMUM, 6-MIN/MUM THICKNESS) (6" MIN EDGE DISTANCE, 3-3/4" EMBEDDED) (24) SIMPSON TITEN HD EVENLY SPACED, CENTERED ON CURB FLANGE 8" MINIMUM SPACING, (7) EACH LONG SIDE, (5) EACH SHORT SIDE IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION Uk MI 'ROMEIL CORPORATION. 1S PRUHIBI TED. IEXPIRES a l4 J S l Created: 112/2011 7. D c 8 ENGS03A 1 2 3 4 5 6 7 8 Project: Lantern Landing Prepared By: 5T GP 02/02/2017 11:33AM 5T GP Tag Cover Sheet Unit Report Certified Drawing Performance Report Unit Feature Sheet Spec Sheet Packaged Rooftop Builder 1.45 Page 14 of 24 Project: Lantern Landing Prepared By: Unit Report For 5T GP 02/02/2017 11:33AM Unit Parameters Unit Model. 48KCDA06A2A6-6U0A0 Unit Size• 06 (5 Tons) Volts -Phase -Hertz. 460-3-60 Heating Type• Gas Duct Cfg• Vertical Supply / Vertical Return Low Heat Single Stage Compressor Models Lines and Filters Return Air Filter Type• Throwaway Return Air Filter Quantity- 4 Retum Air Filter Size- 16 x 16 x 2 Unit Configuration Medium Static Option Belt Drive AI/Cu - AI/Cu Electromechanical Controls w/W7220 Econo Controller Temp Ultra Low Leak Economizer w/Baro Relief Standard Packaging Warranty Information 1 -Year parts(std.) 5 -Year compressor parts(std.) 10 -Year heat exchanger - Aluminized(std.) No optional warranties were selected. Dimensions (ft. in.) & Weight (Ib.) Unit Length• 6' 2.375" Unit Width- 3' 10.75" Unit Height. 3' 5.375" ••• Total Operating Weight- 772 Ib "' Weights and Dimensions are approximate. Weight does not include unit packaging. Approximate dimensions are provided primarily for shipping purposes. For exact dimensions and weights, refer to appropriate product data catalog. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48KCDA06A2A6-6U0A0 Rooftop Unit 1 Base Unit Medium Static Option Belt Drive Ultra Low leak Temp Econo X with baro relief, W7220 control. Meets Calf. Title 24 FDD & Leak Rates Accessories CRRFCURB001A01 14 -inch Tall Roof Curb 1 Packaged Rooftop Builder 1.45 Page 15 of 24 Certified Drawing for 5T GP Project: Lantem Landing Prepared By: 02/02/2017 11:33AM NOTES: 1. D1NEN310N5 A0E IN INCMES DIMENSIONS 1N [ 1 ARE IM NILLINETE0S. 2. SI CENTER OF GRAVITY 3. 00, DIRECTION OF AIR FLOW UNIT J K It PHASE) K 13 PHASE) IOKC 01 33 3/0 10171 14 7/8 13171 14 1/8 13171 IONC OS 10471 /8 t13771 8 tl� 2/1 IOKC 06 11 3/0 110511 14 7/0 13771 10 5/0 14721 FILTER ACCESS PANEL 1T001.-LESS) • INDOOR COIL ACCESS PANEL 3-3/4 1951 46 3/4 111871 COMP' I CONDENSER ACCESS COIL • PANEL 1 BACK OPTIONAL FACTORY INSTALLED CONVENIENCE OUTLET LEFT AMDLE 2-5/8 1611 TTP CDR WIDTH 44 1-5/8 [1181 LECTAICAL DISCONNECT LOCATION 19.1/2 14941 32 1/4 18181 18-I/O I 11501 1 J 16-1/0 11-1/1 12-1/4 [1111 [363] 13121 SEE TNRU THE BASE CHART 25 16361 W 111------ 33 3/6 [61D7 0 UNITED P.O. PM 1110 TECNIIOL06IES 17RAaE. n CARRIER 7x21 111/ P005Rn II TIM PMPIRT7 01 CANAL C01P01A11M r 1/ WAIVER' UM DC In1n Car1n01 IMl TR C0111I113 nll 107 OE 1130.081001 r8r WIMP COMIC' CMMMATIM-L MCTIIU C5R11. :Mn13IM a TRSI PROM 01 OCCNWnS 0RI 1Pt 00MTIT1R POT 830086 RT E1 ACCIP/MCI M COMM ECONOMIZER HOOD (OPTIONAL) 25.5/8 16521 RETURN AIR 10-7/8 [2711 0 E ALT. ---/ CONDENSATE DRAIN OPENING IN DASEPAN 6-!/I .1157I . 1 LUE HOOD [1001 FRONT TOP 11-3/4 14511 SUPPLY AIR 44111 RETURN AIR 26-1/2 29-3/S (6 31 11/71 -- 12.1/0 F-- 13071 -- 10-1/2 — 1/701 3.3/8 [851 11.3/8 SUPPLY AIR CONNECTION SIZES A 1 3/8' 1351 DIA FIELD POWER SUPPLY MOLE B 2' [501 DIA POWER SUPPLY KNOCKOUT C 1 3/1' 1511 DIA GAUGE ACCESS PLUG 0 1/8. 1221 01A FIELD CONTROL WIRING NMI E 3/4'-14 OPT CONDENSATE DRAIN F 1/2'-14 OPT 6A$ CONNECTION 6 2 1/2 ' [611 DIA POWER SUPPLY KNOCK -OUT TNRU-THE-BASE CNAR THESE HOLES REWIRED FOR USE CRBTMPWROOIA01, 003A01 1N0FA0E0 WIRE RE0'D MOLE COMMIT 51ZE USE SIZES 1MAN.1 W 1/2' ACC. 1/8' [22.21 S 1/2' 246 1/8' 122.21 7 r 111' 1001.003) POWER 1 1/8' 128.41 Z.. 10031 1/2' FPT GAS 3/16. 130.01 FOW 'TNRU-THE-BASEPAN' FACTORY OPTION, FITTINGS FOR ONLY ,1, t 2 ARE PROVIDED SELECT EITHER 3/4' ON 1/2' R F011 POWER. DEPENDING ON WIRE SIZE RR 10011 PROVIDES 3/4. FPT TNRU CURB FLANGE S FITTING. 1793) AIR SUPPLY * RETURN AI RIGHT AIR 1-1/4 BAROMETRIC RELIEF FLOW OUTSIDE AIR 1 0E 2 N1I 09-16-14 S PIKLPLI 48KC 04-06 SINGLE ZONE ELECTRICAL COOLING WITH GAS HEAT 48KC000281 Packaged Rooftop Builder 1.45 Page 16 of 24 Certified Drawing for 5T GP Project Lantem Landing Prepared By: 02/02/2017 11:33AM UNIT STD. UNIT WE1ONT CORNEA WEIGHT 1A) CORNEA WEI*NT 161 CORNER WEIGHT IC) CORNER OEI6 T IDI C.G. HEIGHT US. KG. LBS. K6. 165. K6. 165. AG. LBS. N6. E 0 1 //1C 04 410 222 120 54 111 50 125 56 135 61 35 3/4 C1007 24 3/4 16261 11 7/0 14711 106C 05 544 246 130 51 126 57 142 64 146 66 31 3/4 10337 24 3/4 16261 16 7/6 14711 /116C 06 597 270 141 61 156 70 15$ 71 142 64 39 1/6 10931 23 I/O 15111 20 1/0 15111 + STAODA D UNIT WEI6 T I5 WITH LOW GAS HEAT AND WITHOUT PACKAGING. FOR OTHER OPTIONS AND ACCESSORIES, REFER 70 THE PRODUCT DATA CATALOG. CORNER A CORNER D TOP 0 1NI1ED P.O. IN MN TECHNOLOGIES Sn1AR1. n CARRIER u?T MIS nCN[n IS A PROOF N COMin CONIMITle AO IS MIRK. O MT 7M MOSS OPIUM TAT TM OWNER Olt OOP O1 HOLM OR MI IITST COOIIO CAnAn?•1 Arm canon. Swnn1AR Of MO MOO OR Rt01S MS ART ONS1111T1 PART PO OINA= 11 1011111011 01 COMIC. CORNER 8 CORNER C L fl L[lOO I I 1 : oo' FRONT SOW 2 or N11 09-16-14 48KC 04-06 SINGLE ZONE ELECTRICAL COOLING WITH GAS HEAT 48KC000281 r Packaged Rooftop Builder 1.45 Page 17 of 24 Project: Lantem Landing Prepared By: Certified Drawing for 5T GP 02/02/2017 11:33AM Packaged Rooftop Builder 1.45 Page 18 of 24 Service Clearance • 0337 I-2 LOCATION DIMENSION CONDITION A 48 -In (1219 mm) • Unit disconnect is mounted on panel 18 -In (457 mm) • No disconnect, canwenience outlet option • Recommended service clearance 12 -in (305 mm) • Minimum clearance B 42 -In (1067 mm) •Surface beNnd seeker is grounded (e.g., metal, masonry wag) 36 -In (914 mm) •Suface behind serNcer K electrically non-condu tive (e.g., wood, fiberglass) Special •Check for sources of flue products within 10- ft. of unit fresh alr intake hood C 36 -In (914 mm) • Sidecondensate drain Is used 18 -In (457 mm) • Minimum clearance D 484n (1219 mm) • No flue discharge accessory installed, surface Is combustible material 42 -In (1067 mm) • Surface behind servicer is grounded (e.g., metal, masonry wall, another unit) 36 -in (914 mm) • Surface behind servicer is electrical,/ non-conductive (e.g., wood, fiberglass) Spedal • Chemo for adjacent units or building fresh air stakes within 10- ft. of this unit's flue outlet NOTE: Unit not designed to have overhead obstruction. Contact Application Engineering for guidance on any application planning overhead obstruction or vertical clearances. anis Packaged Rooftop Builder 1.45 Page 18 of 24 Certified Drawing for 5T GP Project: Lantem Landing Prepared By: 02/02/2017 11:33AM RooPCIRB ACCESSORY" A CRRFCIJR8001A01 Posl 2- p101 11 1 218UA7®PMflS25 CP0.TUREIHR4EFCIA514441891DENSIIT 5ATT 113771 21.7C 359221 542' �1 — — 11SC Pmel — 1 IRV mn 7467 115102 1 W 1 r 01R4f1M6 FETURWIt Ln E E t.._ s 1 00' 561, EI.PHYAR CRYING ,5ar 21 , .1 1T ' 1.75 —1 1461 I--2a4r — 151631 Wet — are SEfi 11460. CCRNERCETAL OOPEPCtORRU3AGG 6l4AfiM. PO1G Mtn c«aROLwRING Rf1NC AoESSCIetCCFM3434:5 OUTIETAIRNGOZtOEOR R O16I5PARCOIP01 1141U1 ECUREI 3111114147 THRUIHR30T1IYA 12[127pPf 39j1915Pf 12[1271PPf 121127JWf EEOICM E-E 5CA EOZO A' GASSIEFINCEPLATE C E REOURECO 1131P¢B3�S rauA 1'413N6' I 1111111141%110 Wel SEE VIEW'S' CERTIFIEDDRAIAING 57-W 11711.31 01Ava1ea1s9nEt PRODlCIEN N09lEN TTT� 1E& ONllE7® TCURRCIIIOR 1E M. IC M 0.40. • .N:..e.,.. NOWMPoIaN. EVRACUEE NY. TNOOJG 161ENTANI 11EMFMWfIC CONI.{01111IBN IERIOFRIEIMVTOCARRERC RPOIRM110.1AEW1llNOT IMOLEVIT TICHOi NOO Nw... ATtlRVDfUl1 104173e ENGNERICIEGJREMBES MJm9A MNE.IPGIUOG OVERALLDFAS73111APS57741834 A MQ9MLNA1eGA7JNi8DBFRSNV6 141f11GAB RV RENIONRECOPO 01.5213 INC - - 1067808 01! 9/ OK9 7ao5,r.0 2 VdHC MAC 0M7fl1 1111E //yy RppAS//ppOOF (03A'oo7) 99 D OMMOE►fit A 9Q1S16 REV B 9li/®MII I OU1W Pl.RG1 weft "119.Y1* 13) NEEERAN E SCALE M comm. MAC Packaged Rooftop Builder 1.45 Page 19 of 24 Project: Lantern Landing Prepared By: Performance Summary For 5T GP 02/02/2017 11:33AM Part Number:48KCDA06A2A6-6U0A0 ARI SEER• 14.10 Base Unit Dimensions Unit Length- 74.4 in Unit Width. 46.8 in Unit Height. 41.4 in Operating Weight Base Unit Weight. 597 Ib Medium Static Option Belt Drive. 10 Ib Temp Ultra Low Leak Economizer w/Baro Relief- 50 Ib Accessories 14 -inch Tall Roof Curb- 115 Ib Total Operating Weight. 772 Ib Unit Unit Voltage -Phase -Hertz 460-3-60 Air Discharge. Vertical Fan Drive Type- Belt Actual Airflow. 2000 CFM Site Altitude. 0 ft Cooling Performance Condenser Entering Air DB- 95.0 F Evaporator Entering Air DB- 80.0 F Evaporator Entering Air WB• 67.0 F Entering Air Enthalpy 31.44 BTU/Ib Evaporator Leaving Air DB• 58.6 F Evaporator Leaving Air WB• 57.3 F Evaporator Leaving Air Enthalpy 24.57 BTU/lb Gross Cooling Capacity 61.84 MBH Gross Sensible Capacity. 46.23 MBH Compressor Power Input. 5.19 kW Coil Bypass Factor 0.058 Heating Performance Heating Airflow- 2000 CFM Entering Air Temp• 70.0 F Leaving Air Temp- 97.3 F Gas Heating Input Capacity. 72.0 MBH Gas Heating Output Capacity 0.0 / 59.0 MBH Temperature Rise• 27.3 F Thermal Efficiency (%)• 82.0 Supply Fan External Static Pressure. 0.50 in wg Options / Accessories Static Pressure Economizer. 0.12 in wg Total Application Static (ESP + Unit Opts/Acc.)• 0.62 in wg Fan RPM• 1248 Fan Power 1.22 BHP NOTE• Selected IFM RPM Range: 1035 -1466 Electrical Data Voltage Range- 414 - 506 Compressor #1 RLA• 7 Compressor #1 LRA• 52 Outdoor Fan Motor Qty• 1 Packaged Rooftop Builder 1.45 Page 20 of 24 Project: Lantern Landing Prepared By: Performance Summary For 5T GP 02/02/2017 11:33AM Outdoor Fan FLA (ea). 0.9 Indoor Fan Motor Type. MED Indoor Fan Motor FLA- 4.2 Combustion Fan Motor FLA (ea)• 0.25 Power Supply MCA. 14 Power Supply MOCP (Fuse or HACR). 20 Disconnect Size FLA- 14 Disconnect Size LRA. 90 Electrical Convenience Outlet None Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Sound Power Levels, db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 87.5 87.2 87.5 125 Hz 82.7 79.5 82.5 250 Hz 75.5 66.6 76.1 500 Hz 71.2 63.9 73.6 1000 Hz 67.8 63.2 71.3 2000 Hz 62.1 57.3 67.1 4000 Hz 63.9 53.2 64.1 8000 Hz 59.5 45.7 60.0 A -Weighted 74.6 69.2 77.0 Advanced Acoustics Advanced Accoustics Parameters 1. Unit height above ground- 30.0 ft 2. Horizontal distance from unit to receiver. 50.0 ft 3. Receiver height above ground- 5.7 ft 4. Height of obstruction- 0.0 ft 5. Horizontal distance from obstruction to receiver. 0.0 ft 6. Horizontal distance from unit to obstruction- 0.0 ft Detailed Acoustics Information Octave Band Center Freq. Hz 63 125 250 500 1k 2k 4k 8k Overall A 87.5 82.5 76.1 73.6 71.3 67.1 64.1 60.0 89.2 Lw B 61.3 66.4 67.5 70.4 71.3 68.3 65.1 58.9 76.7 LwA C 55.1 50.1 43.7 41.2 38.9 34.7 31.7 27.6 56.8 Lp D 28.9 34.0 35.1 38.0 38.9 35.9 32.7 26.5 44.3 LpA Packaged Rooftop Builder 1.45 Page 21 of 24 Project: Lantern Landing Prepared By: Performance Summary For 5T GP 02/02/2017 11:33AM Legend A Sound Power Levels at Unit's Acoustic Center, Lw B A -Weighted Sound Power Levels at Unit's Acoustic Center, LwA C Sound Pressure Levels at Specific Distance from Unit, Lp D A -Weighted Sound Pressure Levels at Specific Distance from Unit, LpA Calculation methods used in this program are patterned after the ASHRAE Guide; other ASHRAE Publications and the AHRI Acoustical Standards. While a very significant effort has been made to insure the technical accuracy of this program, it is assumed that the user is knowledgeable in the art of system sound estimation and is aware of the tolerances involved in real world acoustical estimation. This program makes certain assumptions as to the dominant sound sources and sound paths which may not always be appropriate to the real system being estimated. Because of this, no assurances can be offered that this software will always generate an accurate sound prediction from user supplied input data. If in doubt about the estimation of expected sound levels in a space, an Acoustical Engineer or a person with sound prediction expertise should be consulted. 18 16 614 X12 cn 1D 0 - Dg "rd CO (16 Q4 o o FanCurve 1 1� \ 700RFM SXRPM CO CO C6 09 12 15 18 21 Airflow(CFM-f ousands) RPM= 1248 BHP= 1.22 MaximumRPM=2100 MaximumBHP=2.90 Note:Pleasecontactapplication ingforselectionsoutsidetheshadedregion. SC-SystemCurveRP-RatedPoint 24 71 33 Packaged Rooftop Builder 1.45 Page 22 of 24 Project: Lantern Landing Prepared By: Unit Feature Sheet for 5T GP 02/02/2017 11:33AM CO WeatherMaker' — 48KC PACKAGED ROOFTOP GAS HEATING/ELECTRIC COOLING UNITS -14 SEER Pfir una 3, 4, TONS WEATHERMAKER SERIES WeatherMaker 48KC (14 -SEER) units are one-piece gas heating, electric cooling units that are pre -wired and charged with Puron (R-410) refrigerant. They are factory tested in both heating and cooling modes, and rated in accordance with AHRI Standards 210/240. WeatherMaker units are designed in accordance with UL Standard 1995, and listed by the Underwriters' Laboratories. Approved and certified by: US AM CERTIFIED Ubeare Mei Com. tY Yee ny.M e e,WWtrw e rets rattor , ne woven For w'A..,hr^ at. t*cts rt to Certified to ISO 9001 STANDARD FEATURES INCLUDE: • Puron (R -410A) HFC refrigerant • Meets and exceeds ASHRAE 90.1 energy efficiency levels • Scroll son lessors with internal fine break and overload protection • Single -stage cooing capacity control • SEER'supto 14.0. EER's up to 12.0 • Acutrol" tafrigerantmetering system • Exclusive non -corrosive composite condensate pan in accordance with ASHRAE Standard 62, sloping design, side or center drain • Standard cooing operation up to 115•F (46•C) and down to 40•F (4•C) - down to 251 F (-4• C) with winter start kit. • Pre -painted exterior panels and primer -coated interior panels tested to 500 hours salt spray protection • Fully insulated cabinet • Exclusive IOC soidstate control for on -board diagnostics with LED error oode designation burner control logic end energy saving indoor fan motor delay • Low NOx models that meet California Air Quality Management • Induced draft gas heat combustion design • Redundant gas valves with up to two stages of heating • Low pressure and high pressure switch protected. MAINTENANCE FEATURES: • Access panels with easy grip handles • Innovative easy starting no -strip screws on unit access panels • Two-inch disposable return arflters and Tool..ss fuer access door • Direct Drive - ECM indoor motor is standard with optional bei drive systems • Terminal board facilitating simple safety circuit troubleshooting and sirrpifed control box arrangement • Exclusive IGC solid-state control for on -board diagnostics with LED error code designation, burner control logic and energy saving indoor fan motor delay. INSTALLATION FEATURES: • Thru-thebottompower entry capabity • Single point gas and electricconnection a • Ful painter base nil with butt -in rigging adapters and fork slots • Field convertible from vertical to horaontel airflow STANDARD WARRANTY: • 10-yeatheatexchanger- 15-yearstanless steel option • 5-yearconpressor • 1-yearparts • Many optional upgrades also avaietrle OPTIONS INCLUDE BUT ARE NOT LIMITED TO: • PrentierLink and RTU Open Multi Protocol DDC Controls • Supply and Return Ar Smoke Detectors, high static motors • Louvered condensercot guards • Disconnect wretch and convenience outlet options • Stainless Steel heat exchanger option • Corrosion resistant cot coating. • High static motor options • Patented Humidi4bliZera adaptive dehumidification system. This option also nakrdesMotormaster 1 controls • Hinged access panels • Integrated econonszersystem. Standard and Ultra Low Leak versions For a complete fiat of options and accessories refer to the Product Data Catalog for this unit. Packaged Rooftop Builder 1.45 Page 23 of 24 Project: Lantern Landing Prepared By: Spec Sheet for 5T GP 02/02/2017 11:33AM Packaged Rooftop Builder 1.45 Page 24 of 24 D c 2 3 4 5 6 7 8 FORM NO.: 17892-1P 40.688 TOP O.D. 37.188 I.D. 73.375 BASE O.D. SEISMIC DESIGN CRITERIA: -Ip = 1.5 -Ss=2.6 WIND DESIGN CRITERIA: - 60 FT. TALL BUILDING MAX. - EXPOSURE C - 155 MPH, 3-SECOND GUST WIND SPEED - RISK CATEGORY III & IV THE STANDARD PRODUCT DOES NOT INCLUDE THROUGH THE SIDE SERVICE HOLES 70.875 TOP O.D. 67.375 I.D. 43.188 BASE O.D. 0.134 P' 2-6 CURBS TO HAVE A MINIMUM OF: - (2) ISOLATORS & (2) STIFFENERS PER LONG SIDE - (0) ISOLATORS & (0) STIFFENERS PER SHORT SIDE 6.000 1.250 1/8 10 GA SUPPORT WELDING DETAIL SEAM WELD TOP AND SIDES (TYP. 4 CORNERS) 1.000 ISOLATOR TYP. WELDING DETAIL .750+y H- II 4.625 MICROHOLD DETAIL 1.193 D 10" 24" MAX. HEIGHT W/ OR W/OUT PITCH ISOCURB DETAIL SECURE MICROHOLD 3) #10 x 1/2" TEK SCREWS (TYP. EACH HOLD) 16 GA MICROHOLD ATTACH TO UNIT USING 3) #10 x 1-1/2" TEK SCREWS (TYP. EACH HOLD) FULL PERIMETER WOOD NAILER 16 GA STIFFENER 1-1/2" x 7" x BASE HEIGHT 16 GA CURB 0 0 a S ch 0 F MicroMetl Corporation 0403-372E-08B 18" TALL 325 LBS. 0403-372E 21" TALL 340 LBS. 0403-372E-14B 24" TALL 355 LBS. STRUCTURALLY CALCULATED VIBRATION ISOLATION CURB MAX. UNIT WEIGHT 1069 LBS. A Indianapolis, IN.: (800) 662-4822 Sparks, NV. (800) 884-4662 Longview, TX. (903) 248-4800 ANCHORAGE DETAILS TO ROOF: DRAWN BY: IR I DATE: 06/012013 MEETS SEISMIC REQUIREMENTS FOR 2013CRC&2012IBC MEETS WIND REQUIREMENTS FOR 155 MPH, 3 SEC. GUST, EXP C THE INFORMATION CONfAJNED IN THIS DRA'. STEEL ATTACHMENT.(BEAM BY O(HERS) 1 (14) A307 12" DIAMETER BOLTS EVENLY SPACED, WI WASHER CENTER ON FLANGE, (4) EACH LONG SIDE, (3) EACH SHORT SIDE NG IS THE SOLE PROPERTY 4x BLOCKING WASHER EVENLY SPACED. W/ CENTERED ON FLANGE, (11) EACH LONG SIDE, (8) EACH SHORT SIDE PROM CURB TO 4x BLOCKING BETWEEN DECK FLUTES OF MICRONETL CORPORATION. ANY REPRODUC f1ON WOODATTACHMENT:(RF. DOUGLAS MR) (38)1/4" x 3" SIMPSON SDS W/ WASHER, CENTER ON CURB FLANGE, EVENLY SPACED, (11) EACH LONG SIDE, (8) EACH SHORT SIDE IN PART OR WHOLEWIMOUTTHE WRI fTEN PERMISION OFMI CONCRETEATTACHMENT.• (3000 PSIMINIMUM, 6-MIN/MUM rH/CKNESS) (6"MIN EDGED/STANCE, 3-3/4EMBEDDED) (18)12" SIMPSON TITEN HD EVENLY SPACED, CENTERED ONCURBFLANGE8" MINIMUM SPACING, 5 EACH LONG SIDE, (4) EACH SHORT SIDE .KOMEIL CORPORATION. 15 PROHIBI IED. ENGS03A 1 2 3 5 6 8 c SKETCH PACKET 16-154-01 Lantern Landing Existing Roof Mechanical Units 1233 Andover Park East Tukwila, WA 98188 REVIEWED rOR CODE COMPLIANCE APPROVED MAY 18 2CI8 City of Tukwila BUILDING DIVISION 04/18/2018 For Jackson Main Architecture MI&-oozs r P CORRECTION LTR# RECEIVED CITY OF TUKWILA APR 19 2018 PERMIT CENTER (E) TJI TO BE CUT TO BLKG. USE SIMPSON MIU HANGER, TYP REINFORCE (E) GLB OVER HIGHLIGHTED LENGTH PER S-SK-09 12'-6" Per Arch MECHANICAL UNIT CURB TO BE FASTENED TO ROOF STRUCTURE WITH SDS 1/4" X 2-1/2" SCREWS. ATTACHMENT BETWEEN UNIT AND CURB IS PER MANUFACTURER t F S-SK-09 TYP 3-1/8" x 19-1/2" GLB DF/DF 24F-V4 w/ SIMPSON HU FAC MOUNT HANGER EAEND, TYP. GLB TO REPLACE OR FITI BETWEEN (E) TJI TO -I Io1S 1.65 A- 5.0 13 1/2" x 20" LSL or GLB w/ SIMPSON HU HANGER EA END REINFORCE (E) GLB OVER HIGHLIGHTED LENGTH PER S-SK-09 1201 Fast Avenue South, Suits 310 Seattle, Washington 98134 200-402-5158 www.lundopeahl.com Project Lantern Landing Key plan for supporting the Mechanical Units Project No. 16-154-01 Date 03/20/2018 Reference S2.01 Scale NTS S-SK-08 LE) GL13 it ,e ES V44 A3G A dELIFy A (s) E6) S?Ac4.3 t 4. 1,6.. STM.0.0-\t PAIN 505 1/., , y' o. c. C-6 Rows STr°CrGSit El) A T C-CWTMcrop. O1,T1c,W t . SPLT a 7A t WHIR -E [oh FLxGT/ ,J/ SOS, PRoVZDE SOW YK "g 2,/i,, SC.R•E'd 4 4- + 4 1 + -f t + + 4 4- + -f 1201 Fust Avenue South, Suite 310 Seattle. Washington 98134 206402-5158 www.lundopsahLcom Project Lantern Landing GLB Reinforcing Project No. 16454-01 Date 03/20/2018 Reference - Scale NTS S -SK -09 is ,011111 4110 VIP STRUCTURAL CALCULATIONS 16-154-01 Lantern Landing Existing Roof Mechanical U 1233 Andover Park East Tukwila, WA 98188 05/11/2018 r .j For Jackson Main Architecture MISoo2s t REVIEWED FOR fE COMPLIANCE APPROVED MAY 18 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY 16 2018 PERMIT CENTER CORRECTION LTR# so MIN I• MEN i• AIN ria VII 11 VIE Project Address: Tukwila, WA 98188 Project Lantern Landing Sheet Subject Client Existing Roof Mechanical Units Jackson Main Architecture Designer POP Page No. Date 3/15/18 www.lundopsahl.com Tel: 206.402.5156 1233 Andover Park East Design Code: 2015 IBC ASCE 7-10 Project Description: Review and reinforce existing structure to support new mechanical unit Provide seismic anchorage for the new unit Mechanical Unit Information (provided by Client) Unit Tag (e) Weight (n) Weight % Change Note RTU -1 1,075 lbs Further analysis required. See attached calculations. RTU -2 1,075 lbs Further analysis required. See attached calculations. **Note: Mechanical Unit Weights were provided by Client. Lund Opsahl takes no responsibility if incorrect unit weights were provided Summary The framing supporting the above mentioned units was checked for the additional weight added to the roof structure and reinforced to accommodate the additional load. The above mentioned mechanical units were reviewed for overturning forces from wind and seismic loading. Calculations verifying client's proposed anchorage are included. The proposed anchorage of the units is acceptable. se Project Lantern Landing Sheet Subject Existing Roof Mechanical Units Client Jackson Main Architecture Page No. Designer POP Date 2/5/18 www.lundopsahl.com Tel: 206.402.5156 Seismic Design Criteria [ASCE 7-10 Chapter 13] Risk Category = II [Table 1.5-1] Site Class = E [Assumed] ap = Per Unit [Table 13.6-1] Rp = Per Unit [Table 13.6-1] Ip = 1.0 [Section 13.1.3] S5 = 1.430 [USGS] Fa = 0.9 [Table 11.4-1] Sms = Fa X S5 = 1.287g [Ey 11.4-1 ] Sds = 2/3 X Sms = 0.858g [Eq 11.4-3] z/h = 1.0 [Assumed] Lateral Seismic Force: 0.4apSDS Wp Z FP= RP/ 1P (1+2h)= FPmax = 1.6SDSlpWp = FPmin = 0.3SDSIpWp = 1.030 *ap*Wp/Rp [Eq 13 3-1] <---Controls 1.373Wp 0.257Wp [Ey 13.3-2] [Eq 13.3-3] Vertical Seismic Force: Fp(vert)=+/-O.2SDSWp = 0.172Wp [Section 13.3.1] Wind Design Criteria [ASCE 7-10 Chapter 29] Avg Structure Roof Ht = 16 ft Least Horizontal Building Dimension= 146.5 ft Risk Category = IT Greatest Horizontal Building Dimension= 148 ft Exposure = B [Section 26.7.3] Basic Wind Speed, V„It = 110 mph [Figure 26.5-1] Kzt = 1.0 [Section 26.8.21 Kd = 0.85 [Section 26.61 KZ= 0.59 [Table 29.3-1] qZ = 0.00256KZKZtKdV2 qZ = 15.4 psf ASCE 7-10: 29.5.1 Horizontal Pressure Fh=gh(GCr)Af [Ey 29.5-2] Fh = 15.4 psf *(GCr) Vertical Pressure Fv=gh(GCr)Ar [Eq 29.5-31 Fv = 15.4 psf *(GCr) • Unit Information Proiect Lantern Landing Sheet Subiect Existing Roof Mechanical Units Client Jackson Main Architecture Paae No. Designer POP Date 2/5/18 www.lundopsahl.com Tel: 206.402.5156 Tag: RTU -1 Weight:1075 lbs Height:13.44 ft Length: 7.34 ft Width:14.96 ft Seismic Loading Fp= 461 lbs Worst Cast Uplift D= 1075 Ibs Fp(verto = +/- 184 lbs si Width ASD: 0.6D+0.7E = 0 lbs LRFD: 0.9D+E = 0 lbs Wind Loading tr Tu Reactions **Note our calculation checks overturning moment of the mechanical unit in the short direction(width). D E R1 538 lbs R2 538 lbs -160 lbs +/- 92 lbs 160 lbs +/- 92 lbs Worst Case Compression ASD: D+0.7E = 714 bs LRFD: 1.2D+E = 897 lbs Fh= 739 lbs Worst Cast Uplift D= 1075Ibs Fv = +/- 842 lbs Width ASD: 0.6D+0.6W = -84 lbs LRFD: 0.9D+W = -193 lbs c m Reactions D W R1 R2 538 lbs 538 lbs -256 lbs +/- 421 lbs 256 lbs +/- 421 lbs Horiz (GCr)= Vert (GCr)= 1.90 1.50 [Eq 29.5-2] [Eq 29.5-3] Worst Case Compression ASD: D+0.6W = 691 lbs LRFD: 1.2D+W = 901 lbs • Unit Information Proiect Lantern Landing Sheet Subject Existing Roof Mechanical Units Client Jackson Main Architecture Page No. Designer POP Date 2/5/18 vw w.lundopsahl.com Tel: 206.402.5156 Tag: RTU -2 r Weight: 1075 lbs Height:3.44 ft Length:' 7.34 ft Width: 4.96 ft Seismic Loading Fp= 461 lbs Worst Cast Uplift D= 1075 Ibs Fp(vert) = +/- 184 lbs Width ASD: 0.6D+0.7E = 0 lbs LRFD: 0.9D+E = 0 lbs Wind Loading Reactions **Note our calculation checks overturning moment of the mechanical unit in the short direction(width). D E Rt 538 lbs -160 lbs +/- 92 lbs R2 538 lbs 160 lbs +/- 92 lbs a= Rp= 2.50 6.00 Worst Case Compression ASD: D+0.7E = 714 Has LRFD: 1.2D+E = 897 lbs Fh= 739 Ibs Worst Cast Uplift D=11075Ibs Fv =+/- 842 lbs pi Width ASD: 0.6D+0.6W = -84 lbs LRFD: 0.9D+W = -193 lbs Reactions D W R1 538 lbs R2 538 Ibs -256 lbs +/- 421 lbs 256 lbs +/- 421 lbs Horiz (GCr)=f Vert (GCr)= 1.90 1.50 Worst Case Compression ASD: D+0.6W = 691 lbs LRFD: 1.2D+W = 901 lbs [Eq 29.5-2] [Eq 29.5-3] ;E; T TO BE CUT TO BLKG. USE SIMPSON 0-19 HANGER. TYP 0 REINFORCE (Ei 9L8 OVER HIGHLIGHTED LENGTH PFR S SK 09 C,I \G� e MECHANICAL UNIT (:URB TO BE FASTENED TO ROOF STRIICTURE WITH SDS 114'921;'2 SCREWS ATTACHMENT' BETWEEN UNIT AND CURB IS PER ^ 1ANUFACTVRER .0 V 1r BT ] 1/2.I S -SK -09 TYP 3-1,8- 19-112" 24F-94 HI SIMPS MOUNT HANGER EA -END TYP GLB TO REPLACE OR FIT BETWEEN !UN! 12'6' Per Arrh� 'Tu- (-6'' a751a5 .411111111‘111‘,3': 20' LSI or GLB GLB DR,DF wi SIMPSON HU ON HU FAi !HANGER EA END RTu•4 13s-47)115. KrU Oso 4.6S �--- NEW ROOFS UCOURE TPOIHI.NE W R -S ROO MLA - 48� REINFORCE IE) GLB OVER HIGHLIGHTED I. ENGIN PER S9K-091 NEWTPO ROOF ....� b CDEN IaTERr. (G.9 4 ao ROOF OVERHANGS EUILO NO FOOTPRINT BELOW 40.01 _ — NlwnO1]PAREKR CANOPY No61RUOTURE OVER NEW ENtTN'INOV Ei1ENDON BELOW 1 ROW Poi, 3 Z O I z_ A H o z DATE ISSUE 01.06.17 La..* A7 0116.11 Rano Ed BN A- 2.2 PmRO No. 201401 Lic. # : KW -06004202 Description : Mech Unit Beam Licensee : LUND OPSAHL LLC Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade : DF/DF : 24F - V4 Fb + 2,400.0 psi Fb 1,850.Opsi Fc - Pdl 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling D(0.02666) Lr(0.02666) S(0.033325) D(0.0733) W(0.0349) Et0.0344) b b b b E : Modulus of Elasticity Ebend- xx 1,800.0 ksi Eminbend - xx 950.0 ksi Ebend- yy 1, 600.0 ksi Eminbend - yy 850.Oksi Density 31.20 pcf Span = 36.50 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Load for Span Number 1 Uniform Load : D = 0.07330, W = 0.03490, E = 0.03440 k/ft, Extent = 12.50 --» 19.833 ft, Tributary Width = 1.0 ft Uniform Load : D = 0.020, Lr = 0.020, S = 0.0250 ksf, Tributary Width = 1.333 ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection = 0.331: 1 3.125x19.5 = 866.35psi 2,613.97 psi +D+S 17.318ft = Span # 1 Ma 0.385 in Ratio = -0.123 in Ratio = 0.571 in Ratio = 0.000 in Ratio = ximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Forces & Stresses for Load Combinations Max Stress Ratios Span# M V Cd CFN Ci Cr Cm Load Combination Segment Length D Only Length = 36.50 ft +D+Lr Length = 36.50 ft +D+S Length = 36.50 ft 1 0.260 1 0.281 1 0.331 0.077 0.90 0.947 0.947 0.088 1.25 0.947 0.947 0.105 1.15 0.947 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1137 >=240 3553 >=240 767 >=180 0 <180 c Moment Values Design OK CL M fb F'b 0.00 1.00 1.00 8.77 531.22 2045.72 1.00 1.00 0.00 1.00 1.00 13.19 799.28 2841.27 1.00 1.00 0.00 1.00 1.00 14.30 866.35 2613.97 0.105: 1 3.125x19.5 31.96 psi 304.75 psi +D+S 0.000 ft Span # 1 Shear Values V fv F'v 0.00 0.74 0.00 1.19 0.00 1.30 0.00 18.30 0.00 29.23 0.00 31.96 0.00 238.50 0.00 331.25 0.00 304.75 Description : Mech Unit Beam Load Combination Segment Length Span # M V C d C FN CI Cr Cm C t CL M tb F'b V fv F'v Max Stress Ratios Moment Values Shear Values +D+0.750Lr Length = 36.50 ft +D+0.750S Length = 36.50 ft +D+0.60W Length = 36.50 ft +D -0.60W Length = 36.50 ft +D+0.70E Length = 36.50 ft +D -0.70E Length = 36.50 ft +D+0.75OLr+0.450W Length = 36.50 ft +D+0.750Lr-0.450W Length = 36.50 ft +D+0.750S+0.450W Length = 36.50 ft +D+0.750S-0.450W Length = 36.50 ft +D+0.750S+0.5250E Length = 36.50 ft +D+0.750S-0.5250E Length = 36.50 ft +0.60D+0.60W Length = 36.50 ft +0.60D-O.60W Length = 36.50 ft +0.60D+0.70E Length = 36.50 ft +0.60D -0.70E Length = 36.50 ft 0.947 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1 0.258 0.080 1.25 0.947 1.00 1.00 1.00 1.00 1.00 12.08 732.22 2841.27 1.08 26.49 331.25 0.947 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1 0.299 0.094 1.15 0.947 1.00 1.00 1.00 1.00 1.00 12.91 782.51 2613.97 1.16 28.54 304.75 0.947 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1 0.167 0.048 1.60 0.947 1.00 1.00 1.00 1.00 1.00 10.01 606.49 3636.83 0.83 20.40 424.00 0.947 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1 0.125 0.038 1.60 0.947 1.00 1.00 1.00 1.00 1.00 7.53 456.00 3636.83 0.66 16.19 424.00 0.947 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1 0.170 0.049 1.60 0.947 1.00 1.00 1.00 1.00 1.00 10.20 617.7B 3636.83 0.84 20.72 424.00 0.947 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1 0.122 0.037 1.60 0.947 1.00 1.00 1.00 1.00 1.00 7.34 444.73 3636.83 0.64 15.88 424.00 0.947 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1 0.217 0.066 1.60 0.947 1.00 1.00 1.00 1.00 1.00 13.01 788.58 3636.83 1.14 28.07 424.00 0.947 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1 0.186 0.059 1.60 0.947 1.00 1.00 1.00 1.00 1.00 11.16 675.92 3636.83 1.01 24.91 424.00 0.947 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1 0.231 0.071 1.60 0.947 1.00 1.00 1.00 1.00 1.00 13.84 838.84 3636.83 1.22 30.12 424.00 0.947 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1 0.200 0.064 1.60 0.947 1.00 1.00 1.00 1.00 1.00 11.99 726.23 3636.83 1.10 26.96 424.00 0.947 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1 0.233 0.072 1.60 0.947 1.00 1.00 1.00 1.00 1.00 13.98 847.30 3636.83 1.23 30.36 424.00 0.947 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1 0.197 0.063 1.60 0.947 1.00 1.00 1.00 1.00 1.00 11.85 717.80 3636.83 1.09 26.73 424.00 0.947 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1 0.108 0.031 1.60 0.947 1.00 1.00 1.00 1.00 1.00 6.50 394.01 3636.83 0.53 13.08 424.00 0.947 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1 0.067 0.021 1.60 0.947 1.00 1.00 1.00 1.00 1.00 4.02 243.55 3636.83 0.36 8.87 424.00 0.947 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1 0.111 0.032 1.60 0.947 1.00 1.00 1.00 1.00 1.00 6.69 405.31 3636.83 0.54 13.40 424.00 0.947 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1 0.064 0.020 1.60 0.947 1.00 1.00 1.00 1.00 1.00 3.83 232.29 3636.83 0.35 8.56 424.00 Overall Maximum Deflections Load Combination Span Max. ' " Defl Location in Span Load Combination Max. "+" Defl Location in Span D Only 1 0.5706 17.984 0.0000 0.000 Vel Reactions Support notation : Far left is #1 Values in KIPS Load Combination Overall MAXimum Overall MlNimum D Only +D+Lr +D+S +D+0.750Lr +D+0.750S +D+0.60W +D+0.70E +D+0.750Lr+0.450W +D+0.750S+0.450W +D+0.750S+0.5250E +0.60D+0.60W +0.60D+0.70E Lr Only S Only W Only E Only Support 1 Support 2 1.394 1.333 0.141 0.786 1.273 1.394 1.151 1.242 0.872 0.884 1.215 1.306 1.316 0.557 0.570 0.487 0.608 0.143 0.141 0.112 0.725 1.211 1.333 1.090 1.181 0.793 0.803 1.141 1.232 1.239 0.503 0.513 0.487 0.608 0.113 0.112 Lic. # : KW -06004202 Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade : DF/DF :24F -V4 Fb + Fb - Fc - Frit Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling 2,400.0 psi 1,850.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi E: Modulus of Elasticity Ebend- xx 1,800.0 ksi Eminbend - xx 950.0 ksi Ebend- yy 1,600.0ksi Eminbend - yy 850.0 ksi Density 31.20pcf D(0.05) W(0.11) E(019QQ.05) W(0.11) E(OD(Q.05) W(0.11) E(0f14Q.05) W(O.11) E(0.11) D(0.685) Lr(0.685) S(0.85625) 8.75x25.5 Span =33.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load : D = 0.020, Lr = 0.020, S = 0.0250 ksf, Tributary Width = 34.250 ft Point Load : D = 0.050, W = 0.110, E = 0.110 k @ 10.333 ft Point Load: D=0.050, W=0.110, E = 0.110 k @ 15.333 ft Point Load : D = 0.050, W = 0.110, E = 0.110 k @ 20.333 ft Point Load : D = 0.050, W = 0.110, E = 0.110 k @ 25.333 ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 1.187 1 8.75x25.5 2,752.77 psi 2,31 9.06psi +D+S 16.500ft Span # 1 GLB to be Reinforced with bottom steel plate Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 1.056 in Ratio = -0.022 in Ratio = 0.914 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations 375 >=360 17807 >=360 433 >=180 0 <180 Design N.G. 0.509: 1 8.75x25.5 155.17 psi 304.75 psi +D+S 30.953 ft Span # 1 Lic. # : KW -06004202 Description : Load Combination Girder Grid 5 Max Stress Ratios Moment Values Shear Values Segment Length Span # M V Cd C FN C i Cr Cm C t CL M tb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length = 33.0 ft 1 0.704 0.302 0.90 0.840 1.00 1.00 1.00 1.00 1.00 100.98 1,277.80 1814.92 10.71 71.98 238.50 +D+Lr 0.840 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 33.0 ft 1 0.975 0.418 1.25 0.840 1.00 1.00 1.00 1.00 1.00 194.22 2,457.78 2520.72 20.61 138.53 331.25 +D+S 0.840 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 33.0 ft 1 1.187 0.509 1.15 0.840 1.00 1.00 1.00 1.00 1.00 217.53 2,752.77 2319.06 23.08 155.17 304.75 +D+0.750Lr 0.840 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 33.0 ft 1 0.858 0.368 1.25 0.840 1.00 1.00 1.00 1.00 1.00 170.91 2,162.78 2520.72 18.13 121.89 331.25 +D+0.750S 0.840 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 33.0 ft 1 1.028 0.441 1.15 0.840 1.00 1.00 1.00 1.00 1.00 188.39 2,384.03 2319.06 19.99 134.37 304.75 +D+0.60W 0.840 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 33.0 ft 1 0.402 0.172 1.60 0.840 1.00 1.00 1.00 1.00 1.00 102.49 1,297.01 3226.52 10.85 72.94 424.00 +D -0.60W 0.840 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 33.0 ft 1 0.390 0.168 1.60 0.840 1.00 1.00 1.00 1.00 1.00 99.46 1,258.59 3226.52 10.57 71.05 424.00 +D+0.70E 0.840 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 33.0 ft 1 0.403 0.172 1.60 0.840 1.00 1.00 1.00 1.00 1.00 102.75 1,300.21 3226.52 10.87 73.10 424.00 +D -0.70E 0.840 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 33.0 ft 1 0.389 0.167 1.60 0.840 1.00 1.00 1.00 1.00 1.00 99.21 1,255.39 3226.52 10.55 70.92 424.00 +D+0.750Lr+0.450W 0.840 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 33.0 ft 1 0.675 0.289 1.60 0.840 1.00 1.00 1.00 1.00 1.00 172.05 2,177.19 3226.52 18.24 122.61 424.00 +D+0.750Lr-0.450W 0.840 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 33.0 ft 1 0.666 0.286 1.60 0.840 1.00 1.00 1.00 1.00 1.00 169.77 2,148.38 3226.52 18.02 121.17 424.00 +D+0.7505+0.450W 0.840 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 33.0 ft 1 0.743 0.319 1.60 0.840 1.00 1.00 1.00 1.00 1.00 189.53 2,398.44 3226.52 20.10 135.09 424.00 +D+0.7505 -0.450W 0.840 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 33.0 ft 1 0.734 0.315 1.60 0.840 1.00 1.00 1.00 1.00 1.00 187.26 2,369.62 3226.52 19.88 133.65 424.00 +D+0.750S+0.5250E 0.840 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 33.0 ft 1 0.744 0.319 1.60 0.840 1.00 1.00 1.00 1.00 1.00 189.72 2,400.84 3226.52 20.11 135.21 424.00 +D+0.7505 -0.5250E 0.840 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 33.0 ft 1 0.734 0.315 1.60 0.840 1.00 1.00 1.00 1.00 1.00 187.07 2,367.22 3226.52 19.87 133.55 424.00 +0.600+0.60W 0.840 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 33.0 ft 1 0.244 0.104 1.60 0.840 1.00 1.00 1.00 1.00 1.00 62.10 785.89 3226.52 6.57 44.15 424.00 +0.60D -0.60W 0.840 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 33.0 ft 1 0.232 0.100 1.60 0.840 1.00 1.00 1.00 1.00 1.00 59.07 747.47 3226.52 6.29 42.31 424.00 +0.60D+0.70E 0.840 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 33.0 ft 1 0.245 0.104 1.60 0.840 1.00 1.00 1.00 1.00 1.00 62.36 789.09 3226.52 6.59 44.31 424.00 +0.60D -0.70E 0.840 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 33.0 ft 1 0.231 0.099 1.60 0.840 1.00 1.00 1.00 1.00 1.00 58.81 744.27 3226.52 6.27 42.17 424.00 Overall Maximum Deflections Load Combination S Only Vertical Reactions Load Combination Overall MAXimum Overall MINimum D Only +D+Lr +D+S +D+0.750Lr +D+0.7505 +D+0.60W +D -0.60W +D+0.70E +D -0.70E +D+0.750Lr+0.450W +D+0.750Lr-0.450W +D+0.750S+0.450W +D+0.7505 -0.450W Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span 1 1.0560 16.620 0.0000 0.000 Support notation : Far left is #1 Values in KIPS Support 1 26.320 -0.202 12.192 23.495 26.320 20.669 22.788 12.313 12.071 12.334 12.051 20.760 20.578 22.879 22.697 Support 2 26.336 -0.238 12.208 23.511 26.336 20.685 22.804 12.351 12.066 12.375 12.042 20.792 20.578 22.911 22.697 Description : Girder Grid 5 Load Combination +D+0.750S+0.5250E +D+0.7505 -0.5250E +0.600+0.60W +0.60D -0.60W +0.60D+0.70E +0.600-0.70E Lr Only S Only W Only -W E Only E Only * -1.0 Support notation : Far left is #1 Support 1 Support 2 Licensee : LUND OPSAHL LLC Values in KIPS 22.894 22.682 7.437 7.194 7.457 7.174 11.303 14.128 0.202 -0.202 0.202 -0.202 22.929 22.680 7.468 7.182 7.491 7.159 11.303 14.128 0.238 -0.238 0.238 -0.238 Lic. # : KW -06004202 Description : Girder Grid 6 Licensee : LUND OPSAHL Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species : DF/DF Wood Grade : 24F - V4 Fb + Fb - Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling D(0.54) W(0.14) u: 2,400.0 psi 1,850.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi (G19k11)) W(0.14)(ff(tl@34t)) W(0.14)[)£((IQ9kt1)) W(0.14) E(0.14) D(0.55) Lr(0.55) S(0.6875) E : Modulus of Elasticity Ebend- xx 1,800.0 ksi Eminbend - xx 950.0ksi Ebend- yy 1,600.0 ksi Eminbend - yy 850.0ksi Density 31.20pcf 8.75x30 Span = 40250 ft AppliedLoads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load : D = 0.020, Lr = 0.020, S = 0.0250 ksf, Tributary Width = 27.50 ft Point Load : D = 0.540, W = 0.140, E = 0.140 k @ 10.333 ft Point Load : D = 0.540, W = 0.140, E = 0.140 k @ 15.333 ft Point Load : D = 0.540, W = 0.140, E = 0.140 k @ 20.333 ft Point Load : D = 0.540, W = 0.140, E = 0.140 k @ 25.333 ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 1.138 1 8.75x30 2,545.92 psi 2,236.81 psi +D+S 20.272ft Span # 1 GLB to be Reinforced with bottom steel plate Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 1.152 in Ratio = -0.033 in Ratio = 1.144 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations 419 >=240 14652 >=240 422 >=180 0 <180 Design N.G. 0.450 : 1 8.75x30 137.26 psi 304.75 psi +D+S 0.000 ft Span # 1 Description : Girder Grid 6 Load Combination Max Stress Ratios Segment Length Span # M V Cd CFN Ci Cr Cm C t CL Moment Values Shear Values M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length = 40.250 ft 1 0.727 0.285 0.90 0.810 1.00 1.00 1.00 1.00 1.00 139.24 1,273.08 1750.55 11.90 68.00 238.50 +D+Lr 0.810 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 40.250 ft 1 0.942 0.373 1.25 0.810 1.00 1.00 1.00 1.00 1.00 250.62 2,291.35 2431.31 21.60 123.41 331.25 +D+S 0.810 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 40.250 ft 1 1.138 0.450 1.15 0.810 1.00 1.00 1.00 1.00 1.00 278.46 2,545.92 2236.81 24.02 137.26 304.75 +D+0.750Lr 0.810 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 40.250 ft 1 0.838 0.331 1.25 0.810 1.00 1.00 1.00 1.00 1.00 222.77 2,036.79 2431.31 19.17 109.56 331.25 +D+0.750S 0.810 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 40.250 ft 1 0.996 0.394 1.15 0.810 1.00 1.00 1.00 1.00 1.00 243.66 2,227.71 2236.81 20.99 119.94 304.75 +D+0.60W 0.810 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 40.250 ft 1 0.417 0.163 1.60 0.810 1.00 1.00 1.00 1.00 1.00 141.79 1,296.34 3112.08 12.09 69.07 424.00 +D -0.60W 0.810 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 40.250 ft 1 0.402 0.158 1.60 0.810 1.00 1.00 1.00 1.00 1.00 136.70 1,249.83 3112.08 11.71 66.94 424.00 +D+0.70E 0.810 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 40.250 ft 1 0.418 0.163 1.60 0.810 1.00 1.00 1.00 1.00 1.00 142.21 1,300.22 3112.08 12.12 69.25 424.00 +D -0.70E 0.810 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 40.250 ft 1 0.400 0.157 1.60 0.810 1.00 1.00 1.00 1.00 1.00 136.28 1,245.95 3112.08 11.68 66.76 424.00 +D+0.750Lr+0.450W 0.810 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 40.250 ft 1 0.660 0.260 1.60 0.810 1.00 1.00 1.00 1.00 1.00 224.68 2,054.23 3112.08 19.31 110.36 424.00 +D+0.750Lr-0.450W 0.810 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 40.250 ft 1 0.649 0.256 1.60 0.810 1.00 1.00 1.00 1.00 1.00 220.87 2,019.34 3112.08 19.03 108.75 424.00 +D+0.7505+0.450W 0.810 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 40.250 ft 1 0.721 0.285 1.60 0.810 1.00 1.00 1.00 1.00 1.00 245.56 2,245.16 3112.08 21.13 120.75 424.00 +D+0.750S-0.450W 0.810 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 40.250 ft 1 0.710 0.281 1.60 0.810 1.00 1.00 1.00 1.00 1.00 241.75 2,210.27 3112.08 20.85 119.14 424.00 +D+0.750S+0.5250E 0.810 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 40.250 ft 1 0.722 0.285 1.60 0.810 1.00 1.00 1.00 1.00 1.00 245.88 2,248.06 3112.08 21.15 120.88 424.00 +D+0.7505 -0.5250E 0.810 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 40.250 ft 1 0.709 0.281 1.60 0.810 1.00 1.00 1.00 1.00 1.00 241.43 2,207.36 3112.08 20.83 119.01 424.00 +0.60D+0.60W 0.810 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 40.250 ft 1 0.253 0.099 1.60 0.810 1.00 1.00 1.00 1.00 1.00 86.09 787.11 3112.08 7.33 41.87 424.00 +0.60D -0.60W 0.810 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 40.250 ft 1 0.238 0.094 1.60 0.810 1.00 1.00 1.00 1.00 1.00 81.00 740.59 3112.08 6.95 39.73 424.00 +0.60D+0.70E 0.810 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 40.250 ft 1 0.254 0.099 1.60 0.810 1.00 1.00 1.00 1.00 1.00 86.51 790.98 3112.08 7.36 42.05 424.00 +0.60D -0.70E 0.810 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 40.250 ft 1 0.237 0.093 1.60 0.810 1.00 1.00 1.00 1.00 1.00 80.58 736.72 3112.08 6.92 39.56 424.00 Overall Waltman Dellecticwis Load Combination Span Max. " Defl Location in Span Load Combination S Only 1 1.1523 20.272 Verb Reactions Support notation : Far left is #1 Load Combination Support 1 Support 2 Overall MAXimum 27.252 27.006 Overall MlNimum -0.312 -0.248 D Only 13.416 13.170 +D+Lr 24.485 24.239 +D+S 27.252 27.006 +D+0.750Lr 21.718 21.472 +D+0.7505 23.793 23.547 +D+0.60W 13.603 13.319 +D -0.60W 13.229 13.021 +D+0.70E 13.635 13.344 +D -0.70E 13.198 12.997 +D+0.750Lr+0.450W 21.858 21.584 +D+0.750Lr-0.450W 21.578 21.360 +D+0.750S+0.450W 23.934 23.659 +D+0.7505 -0.450W 23.653 23.436 Max. "+" Defl Location in Span 0.0000 0.000 Values in KIPS Description : Girder Grid 6 Ve>rtitaI tee ices Support notation : Far left is #1 Licensee : LUND OPSAHL LLC Values in KIPS Load Combination +D+0.750S+0.5250E +D+0.750S-0.5250E +0.60D+0.60W +0.60D -0.60W +0.60D+0.70E +0.60D -0.70E Lr Only S Only W Only -W E Only E Only* -1.0 Support 1 Support 2 23.957 23.678 23.630 8.237 7.863 8.268 7.831 11.069 13.836 0.312 -0.312 0.312 -0.312 23.417 8.051 7.753 8.076 7.729 11.069 13.836 0.248 -0.248 0.248 -0.248 Lan ci �t5 Subject (F) Roo F Ur M.(,. Client Designer Po ft Sheet Page No. Project No. IG Date 0,/1/5-4 www.lundopsahl.com 1 Tel: 206.402.5156 (,E) &L -f tAftrik Cir,J 5 Far-. . :n.E,ut. 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T 5 Mu/ SOs Yy' . 4-1 /2„ C-6 Row s STACr&E-Re..Q A T CriNTRAcToL O9T1°Nt SPL a_%.)(4244 IG:, WHEK-E (L COn FLZC-V SOS, pRDVIDE SOW y4"., 4-5/8" $c.gEti/ fi soS yy' t �' = 92 11r, 1.40. 1.4) ' Ea Boit1114w ' tar 1144 Trow "v;f� Q 1.0 ivibt Sp0.ti r {"+- R4043" V crow LID ► E.15, Do • OD or a3/5.-" J spat;,) 5p-I,Zy` ✓ SP3 `) Qr .S; Plp(o SSR- 2z3G J r.- rel, p:,J. _ ).s.` SQ 3Aac��S 1344.," 5-1A3r4 f.,wA 1'/z 3 SCrt.w, P� rel or t 5p4c, j Appendix • IND a ION IMP a di AW11 r ISO CERTIFIED DIMENSION 48TC08-12 2 0 COCO V CC ti V W < W S IMP a� • a a a m U o CERTIFIED DIMENSION 48TC08-12 (Nn W CC 0 0 _ I 3 J4 00 m i ko ckkk � V m e CC V < W Q 2 z a O t� �3 tnZ N_! .- . 0 p CO QJ CO . -J ■ AAP IMO i INN NOW i r i 4- i AIM i s to $8 ROOF CURB DETAILS ROOFCURB ACCESSORY A UNIT SIZE CRRFCURB003A01 1 - 2" 356) 48TC08-12 50TC08-12 CRRFCURBOO4A01 �' " 0" (610) (76) 1 NOTES: 1. ROOFCURB ACCESSORY IS SHIPPED DISASSEMBLED. 2. INSULATED PANELS: 1" THK. POLYURETHANE FOAM, 1-3/4 • DENSITY. 3. DIMENSIONS IN ( ] ARE IN MILLIMETERS. 4. ROOFCUR8: 16 GAGE STEEL. 5. ATTACH DUCTWORK TO CURB. (FLANGES OF DUCT REST ON CURB) 6. SERVICE CLEARANCE 4' ON EACH SIDE. 7 Mee> DIRECTION OF AIR FLOW. 8. CONNECTOR PACKAGES CRBTMPWR0OIA01 AND 2A01 ARE FOR THRU-THE-CURB GAS TYPE. PACKAGES CR8TMPWR003A01 ANO 4A01 ARE FOR THE THRU-THE-BOTTOM TYPE GAS CONNECTIONS. CONNECTOR PKG. ACC. 8 C D ALT DRAIN HOLE GAS POWER CONTROL ACCESSORY PWR CRBTMPWROO1A01 CRBTMPWROO2A01 2'-B 7/16' (827] 1'-10 15/16" (583] 1 3/4(44.5] 3/4"(19]NPT 3/4"t19]NPT 1 1/4 (31.71 1/2"(12.71NPT 1/2"(12.7)NPT CR8TMPWR003A01 1/2"(12.7INPT 3/4'(19)NPT CRBTMPWROO4A01 f 3/4"(197 NPT 1 1/4'(31,71 -3 1/<' I [387) � 1 I r O-0 7/16• (i1) x8010 4680S) \ .. 8 - 1y ( `3 IL /.1'8- //\ ♦( ; , ‘,..-4 -111 �--- -B• _q RETURN AIR OPENING 5)PPLv AIR OPENING 1 -C 3 -O 1D)} J ,BOLT MEADS) A '0" -4 3'-3 (10 7/8' 0'-0 7/t6' (7867 1 0 3"� (3781 1 COOLY MEADS) (761 4'-0 1 /16 0'-0 7/16- (12401 (BOLT 4E405) A BEAD OF BOLT TO BE GN INSIDE 00 FLANGE {128) PP s i(Ew 'B' i'v8 ALL CORNERS, 111 ,81 • • (SUPPLI E0095:16014 CUR8) DOLT (FIELD 50500 • • • NAIL TYPICAL (4) 510ES -7716 COUNTER FLA514)N8 -- �-" (FIELD SUPPLIED) ROOFING FELT (FIELD SUPPLIED) CANT 5TR)P (FIELD SUPPLIED) ROOFING IAATERIAL (FIELD SUPPLIED) • 4I0 D `. NSULAT70N '1I 15 ' 8851 4 GAS 5ERvICE PLATE (SEE NOTE 48) 0 -3 5/16) (84.0) SECTION 'C -C' SCALE 1:4 OPENING FOR 0ASEPAN ENTR8 5ERv)33 :SEE NOTE .8: ROOFING MATERIAL (FIELD SUPPLIED) 0' 1 -8 3/15. 1513) t IN5)0E1 0'-4 5/1fi (170) NSIDE: 1'-8 3/16' (INS 513) IDE)\., : n „ !1981; a , 3/4" [1264, SEE VIEN NOTE: CAMBRIDGEPORT SURE -LOCK- CORNER FASTENING OEv)CE i5 ACCEPTABLE ALTERNATE CONSTRUCTION. 008382 MOM ■ ■ IMO ■ s ■ VON ■ ■ li Va In m 1 1 ROOF CURB DETAILS 22 O LU u; UN gg� i 0 z G a 0 0 m 8 0 U U $y wsErq1 o `Z SEE VIEW •B' CERTIFIED DRAWING as CO 30 �I 3 6 v 8 Ig 8 3 re 0 !CA ■ 8 A 3 3 C13310 f1 a }; i 3 SS l Y I Rn_ r � N 4 L sm„ ,� r.---$-- — _a !CA ■ 8 A 3 3 C13310 CERTIFIED DIMENSION 48KC**04-06 0 7. .41 .g cc O 0 ? r 3 v .0 0 iil; i!i!�ailll!If;i I:`jl f!I'Ii I'!PID1111,1' 111!11 0 0 0 7 U co at WNW m • at a� ,s a al ea IMP !s ►a AW i■ a 1 a x■ rl if U co CERTIFIED DIMENSION 48KC**04-06 FIELD POWER SIMPLY FIELD CONTROL WIRING 1/2'-11 11P1 GAS CO re • • 0 • 7,7 • s CO 0 V CL V aaa W 2 • 'D S< FOR ' 1NR0-TNE-DASEPAN' FACTORY OPTION. ,FITTINGS FOR ONLY X,Y. S 1 ARE PROVIDED SELECT EITHER 3//' OR 112' FOR POWER. DEPENDING ON CAE SIZE 10011 PROVIDES 3N' FPI FNRU CURD FLANGE 1 FITTING C i,zit' i oo< 1/2' Ia. 3/1• (001.0031 (003) 1/2' (PT • CO 0 V CL V aaa W 2 • 'D 4/1/2019 e City of Tukwila Department of Community Development HEATH HAMBLEN 4102 B PLACE NW AUBURN, WA 98001 RE: Permit No. M18-0025 LANTERN LANDING (SHELL) 1233 ANDOVER PARK E Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 5/14/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 5/14/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, cut,. dace Nichols Permit Technician File No: M18-0025 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 10/1/2018 City of Tukwila Department of Community Development HEATH HAMBLEN 4102 B PLACE NW AUBURN, WA 98001 RE: Permit No. M18-0025 LANTERN LANDING (SHELL) 1233 ANDOVER PARK E Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/17/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 11/17/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Rachelle Ripley Permit Technician File No: M18-0025 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 April 23, 2018 City of Tukwila Department of Community Development HEATH HAMBLEN 4102 B PLACE NW AUBURN, WA 98001 RE: Correction Letter # 3 MECHANICAL Permit Application Number M18-0025 LANTERN LANDING (SHELL) - 1233 ANDOVER PARK E Dear HEATH HAMBLEN, Allan Ekberg, Mayor Jack Pace, Director 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 DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; 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 seaUstamp, 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 sheets provided do not have signature and date on the stamp. Please read General Note Above. All plan sheets by a registered design professional and engineer shall have each plan sheet STAMPED, SIGNED, WITH ENGINEERS DATE OF SIGNATURE. The calculation packet is ok with that information. Provide a COMPLETE new plan set that include the mechanical (M) sheets with all required information. No exceptions. Note: Contingent on response to these corrections, further plan review may request for additional 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. 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Sincerely, -.':)t'aQL 7-46j Bill Rambo Permit Technician File No. M18-0025 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 March 28, 2018 City of Tukwila Department of Community Development HEATH HAMBLEN 4102 B PLACE NW AUBURN, WA 98001 RE: Correction Letter # 2 MECHANICAL Permit Application Number M18-0025 LANTERN LANDING (SHELL) - 1233 ANDOVER PARK E Dear HEATH HAMBLEN, Allan Ekberg, Mayor Jack Pace, Director 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 DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; 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. Previous memo item #2 requested special inspection notes or what specific method of quality control of the framing and steel construction for the roof. Please provide that information. Note: Contingent on response to these corrections, further plan review may request for additional 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. 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 accented through the mail or by a messenger service. Sincerely Bill Rambo Permit Technician File No. M18-0025 .12.?"1/ 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development February 16, 2018 HEATH HAMBLEN 4102 B PLACE NW AUBURN, WA 98001 RE: Correction Letter # 1 MECHANICAL Permit Application Number M18-0025 LANTERN LANDING (SHELL) - 1233 ANDOVER PARK E Dear HEATH HAMBLEN, Allan Ekberg, Mayor Jack Pace, Director 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 INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of24x36; 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. All plan sheets and calculations produced by an architect or engineer shall include stamp, signature and the date of the signature. Provide applicable documents as specified. See general note above. 2. Engineer S-Sk-08 & 09 are not consistent or need clarification as it applies to S2.01 plan sheet. S2.01 plan sheet shows framing details but is not showing details from the S-Sk- sheets. Please provide clarification and cross out the area not a part of this mechanical permit. Clearly identify new framing and cloud the area of work. If applicable, specify special inspections. Include stamp, signature and date of signature on calculations and speck sheets. Note: Contingent on response to these corrections, further plan review may request for additional 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. 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Sincerely, Bill Rambo Permit Technician File No. M18-0025 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M18-0025 DATE: 05/16/18 PROJECT NAME: LANTERN LANDING SITE ADDRESS: 1233 ANDOVER PARK E Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 3 Revision # after Permit Issued DEPARTMENTS: kJ Building Division Public Works Fire Prevention Structural ❑ Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 05/17/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/14/18 Approved Corrections Required ❑ Approved with Conditions ❑ ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff' Initials: 12/18/2013 RRMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M18-0025 DATE: 04/19/18 PROJECT NAME: LANTERN LANDING (SHELL) SITE ADDRESS: 1233 ANDOVER PARK E Original Plan Submittal Revision # X Response to Correction Letter # 2 before Permit Issued Revision # after Permit Issued DEPARTMENTS: Cove 4 40y e Building Division 111 Fire Prevention Public Works Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/24/18 Structural Review Required REVIEWER'S INITIALS: DATE: El APPROVALS OR CORRECTIONS: DUE DATE: 05/22/18 Approved ❑ Approved with Conditions (corrections entered in Reviews) Corrections Required Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 11--)'—(ve S Departments issued corrections: Bldg [ Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 -PERMIT COORD COPY o PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M18-0025 DATE: 03/22/18 PROJECT NAME: LANTERN LANDING SITE ADDRESS: 1233 ANDOVER PARK E Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: N Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator ❑ u PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 03/27/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 04/24/18 ❑ Approved with Conditions ❑ Corrections Required (corrections entered in Reviews) Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: t. Departments issued corrections: Bldg 4 Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 q'ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M18-0025 DATE: 02/12/18 PROJECT NAME: LANTERN LANDING (SHELL) SITE ADDRESS: 1233 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: �J Com- /1/0110 Building Division AV( Aux ;11+4,6 Fire Prevention Planning Division Public Works ❑ Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 02/13/18 Not Applicable ❑ Structural Review Required (no approval/review required) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 03/13/18 ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWERS INITIALS: DATE: Permit Center Use Only CORRECTION LEITER MAILED: —I (0 `l g Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.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: Wrf Plan Check/Permit Number: `S 00 25 Ei Response to Incomplete Letter # O Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Project Address: Contact Person: tiAN-CeFN Nb1NGfi Summary of Revision: Phone Number: -ob 32-1- 4hex-) RECEIVED CITY OF TUKWILA MAY 16 2018 PERMIT CENTER Sheet Number(s): J 1 0 I S 2-, 0 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit — /Center by: [4 -Entered in TRAKiT on S H (o `( W:\Permit Center (Brendallorms\Permit Center Documents (Word)Utevision Submittal Form.doc Revised: August 2015 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.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: /1711g Plan Check/Permit Number: M18-0025 O Response to Incomplete Letter # ® Response to Correction Letter # 2 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Lantern Landing (Shell) Project Address: 1233 Andover Park E Contact Person: I.641A LLAU k,,J Phone Number: 2S3.Vet • 0994 Summary of Revision: 11 ECa A\ t 35 to c\. ,3 OA -L.5 1.1(i t Ls teL11,4 tAJL 1JOtiJ Inktro S LOC.�-U4A1 RECEIVFD CITY OF TUKWILI APR 19 2018 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio c Received at the City of Tukwila Permit Center by: �}- Entered in TRAKiT on Lk-- (q 4 0 C:\Users\bill-r\Desktop\Revision Submittal Form.doc Revised: August 2015 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3az f Plan Check/Permit Number: M18-0025 ❑ Response to Incomplete Letter # Response to Correction Letter # 1 ❑ Revision # after Permit is Issued 0 Revision requested by a City Building Inspector or Plans Examiner Project Name: Lantern Landing Project Address: 1233 Andover Park E Contact Person: Kc,c4acY-N Phone Number: 25. i ' C5gC1L-( Gr, r ca Z - A 3 6 .. ;�, cas r cu.\ 1. Summary of Revision: Go\\COr ( %. X \V RECEIVED CITY OF TUK MAR 2 2 2018 Sheet Number(s): "Cloud" or highlight all areas of revision including date revision Received at the City of Tukwila Permit Center by: [Entered in TRAKiT on \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: UNIVERSAL REFRIGERATION Hoene ti',SpanUl Coni act Safety & Health Claims & Insurance Washington State Department of CI) Labor & Industries Page 1 of 2 Search L&I A -71i dex Help MMI.&1 Workplace Rights Trades & Licensing UNIVERSAL REFRIGERATION INC Owner or tradesperson Principals GATES, CHRISTOPHER A, PRESIDENT GALVIN, BRYAN S, VICE PRESIDENT GATES, CHRIS A, AGENT VERNON, GUY E (End: 01/01/1980) 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. 600 599 723 PO BOX 614 AUBURN, WA 98071-0614 253-939-5501 KING County Business type 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 License specialties COMMERCIALJINDUSTRIAL/REFRIG License no. UNIVERI159RF Effective — expiration 12/06/1985— 04/01/2020 Bond AMERICAN STATES INS CO Bond account no. EX903622 Active. Meets current requirements. $6,000.00 Received by L&I Effective date 03/18/2002 12/06/2001 Expiration date Until Canceled Insurance Ohio Cas Ins Co Policy no. $1,000,000.00 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600599723&LIC=UNIVERI159RF&SAW= 5/21/2018 SEISMIC ROOF CURB ATTACH ENT DETAIL RTU NEOPRENE GASKET WOOD NAILER SECURE BRACKET TO CURB NOTES: 1, ATTACH BRACKET TO INSIDE TOP OF CURB USING TEK SCREWS SUPPLIED AS SHOWN, ATTACH MOUNTING BRACKET TO CURB BEFORE MOUNTING BEFORE MOUNTING UNIT ON CURB. 2. AFTER Sr LING UNIT ON CURB, ATTACH BOTTOM OF BRACKET TO BASE RAIL ON UNIT WITH TEK SCREWS SUPPLIED AS SHOWN. 3. A QUANTITY OF FOUR (4) SEISMIC BRACKETS PER ROOFTOP PACKAGE UNIT. 4. ONE SEISMIC BRACKET IS TO BE INSTALLED ON EACH CORNER OF THE ROOFTOP PACKAGE UNIT. WITH (4) #10 SCREWS 18 GA. RESTRAINT BRACKET FACTORYCURB m 1 289 PACKAGE ROOF -TOP UNIT EQUIPMENT SCHEDULE GAS PIPING REGULATOR DETAIL HVAC ABBREVIATIONS ID BRAN D NAME MODEL NUMBER AREA OF SERVICE -----....- 1 SMOKE DETECTOR S'ID' u_. GAS HEATING NET COOLING CAPACITY (Btuh) SEER EER IEER EFFICIENCY OR COP WPM MCA I. SOUND RATING WEIGHT INPUT (Btuh) OUTPUT (Btuh) o......t CARRIER , 481CDDO8A2A6 ' OFFICE 3,000 YES . 1 125.000 103,000 90,100 - 11.0 12.8 82% 460/3/60 20 25 82 SONES 1,087 LBS RTU -4,5 bm•mmrammlw 48KC0A06A2A6 OFFICE 2,000 , YES . 1 72,000 59,000 f 61,840 _14.10 - - 82% 460/3160 14 20 77 SONES 772 LBS T -BAR RETURN GRILLE HARDLID SUPPLY DIFFUSER Eg HARDLID RETURN GRILLE ED >---- FIRE DAMPER FSD FIRE SMOKE DAMPER VOLUME DAMPER SD SMOKE DETECTOR FLEXIBLE DUCT SA/RA ......o...... ROUND DUCT UP 1 f t ROUND DUCT DOWN 10x10 CO DIFFUSER GFIR, TAG 0 ® 409.4 MP REGULATOR VALVES A LISTED SHUTOFF VALVE SHALL BE INSTALLED IMMEDIATELY AHEAD OF EACH MP REGULATOR 0 409,5 APPLIANCE SHUTOFF VALVE EACH APPLIANCE SHALL BE PROVIDED WITH A SHUTOFF VALVE IN ACCORDANCE WITH SECTION 409.5.1, 409.5,0, OR 409.5.3 0 VENT LIMITERS ARE DESIGNED FOR USE INDOORS AND IN SPACES WHERE LIMITING THE AMOUNT OF GAS ESCAPEMENT DUE TO DIAPHRAGM FAILURE IS CRITICAL. VENT LIMITERS ARE NOT ID BE USED OUTDOORS IF THEY ARE EXPOSED TO THE ENVIRONMENT 13A15 VENT PROTECTOR IS AVAILABLE FOR OUTDOOR USE WHEN VENT PROTECTION IS REQUIRED. ® 411.1.6 UNIONS A UNION FITTING SHALL BE PROVIDED FOR APPLIANCES CONNECTED BY RIGID METALLIC PIPE. SUCH UNIONS SHALL BE ACCESSIBLE AND LOCATED WITHIN 6 FEET (1829 MM) OF THE APPLIANCE. 40 410.1 PRESSURE REGULATORS A LINE PRESSURE REGULATOR SHALL BE INSTALLED WHERE THE APPLIANCE IS DESIGNED TO OPERATE ATA LOWER PRESSURE THAN THE SUPPLY PRESSURE. LINE PRESSURE GAS REGULATORS SHALL BE LISTED AS COMPLYING WITH ANSIZ21.80. ACCESS SHALL BE PROVIDED TO PRESSURE REGULATORS. PRESSURE REGULATORS SHALL BE PROTECTED FROM PHYSICAL DAMAGE. REGULATORS INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE APPROVED FOR OUDOOR INSTALLATION. 0 A TEE FITTING WITH ONE OPENING CAPPED OR PLUGGED SHALL BE INSTALLED BETWEEN THE MP REGULATOR AND ITS UPSTREAM SHUTOFF VALVE. SUCH TEE FITTING SHALL BE POSITIONED TO ALLOW THE CONNECTION OF A PRESSURE -MEASURING INSTRUMENT AND TO SERVE AS A SEDIMENT TRAP. 0 A TEE FITTING WITH ONE OPENING CAPPED OR PLUGGED SHALL BE INSTALLED NOT LESS THAN 10 PIPE DIAMETERS DOWNSTREAM OF THE MP REGULATOR MUT. SUCH TEE FITTING SHALL BE POSITIONED TO ALLOW THE CONNECTION OF A PRESSURE -MEASURING INSTRUMENT. m 1 289 PACKAGE ROOF -TOP UNIT EQUIPMENT SCHEDULE HVAC LEGEND HVAC ABBREVIATIONS ID BRAN D NAME MODEL NUMBER AREA OF SERVICE CFM SMOKE DETECTOR S'ID' GAS HEATING NET COOLING CAPACITY (Btuh) SEER EER IEER EFFICIENCY OR COP WPM MCA MOCP SOUND RATING WEIGHT INPUT (Btuh) OUTPUT (Btuh) RTU -1,2,3 CARRIER , 481CDDO8A2A6 ' OFFICE 3,000 YES . 1 125.000 103,000 90,100 - 11.0 12.8 82% 460/3/60 20 25 82 SONES 1,087 LBS RTU -4,5 CARRIER 48KC0A06A2A6 OFFICE 2,000 , YES . 1 72,000 59,000 f 61,840 _14.10 - - 82% 460/3160 14 20 77 SONES 772 LBS *UNIT INCLUDES FACTORY ECONOMIZER CAPABLE OF 100% OSA '1-/-IVAC SYSTEM DESIGNED & ECONOMIZER CONTROLS SHALL BE SUCH THAT ECONOMIZER OPERATIONS DOES NOT INCREASE THE BUILDING HEATING ENERGY USE DURING NORMAL OPERATION (MEC 2015-C403.3.2) NOTE: These plans are diagrammatical only. Please verify all dimensions at Job site. w: 1 2,410, RECEIVED . CITY OF TUKWILA FEB 0 9 2018 PERMIT CENTER CONDITIONING - HEAT PUMPS - REFBIGERAT0N - CONTRACTORS LICENSE N(.1/19ER: UNDER! 159RE AUBURN.; (253) 939-5501 TACOMA (253) 622-3141 SEATTLE; {253)839.2126 FAX: (253) 735-34132 PA. BOX 614 - AUBURN. WASHINGTON 98971 ottufvERsat_RFRIGERATION DRAWING -263 1 z 0 0 w cp 0 0 (1) � cD a )co o OE LL CC PRINT/PLOT DATE: DRAFTER: DESIGNER: 01/1 0/18 AI9W HH JOB NUMBER: VIEWED FOR E COMPLIANCE APPROVED MAY 18 2018 ity of Tukwila DING DIVISION HVAC LEGEND HVAC ABBREVIATIONS AFF BDD BTUH CD CFM CU DB DH DOAS ON EC EER EF EG ERV ESP EXIT FCU FD FPM FSD GA GF GRD HP ID IHP IRH KW MBH MCD NC NIC NTS OBD OC OD OHP OSA 0501 POC RA RAG RPM RTU SA SG SP SSG TBD TG TYP UH VFD VTR wr ABOVE FINISHED FLOOR BACKDRAFT DAMPER BRITISH THERMAL UNIT PER HOUR CEILING DIFFUSER CUBIC FEET PER MINUTE CONDENSING UNIT DECIBEL DUCT HEATER DEDICATED OUTSIDE AIR SYSTEM DOWN EVAPORATOR COIL ENERGY EFFICIENCY RATIO EXHAUST FAN EXHAUST GRILLE ENERGY RECOVERY VENTILATOR EXTERNAL STATIC PRESSURE EXHAUST FAN COIL UNIT FIRE DAMPER, FLOOR DRAIN FEET PER MINUTE FIRE AND SMOKE DAMPER GAUGE GAS FURNACE GRILLE, REGISTER, DIFFUSER HORSEPOWER, HEAT PUMP INSIDE DIMENSION INDOOR (SECTION) HEAT PUMP INFRARED HEATER KILOWATT THOUSAND Bill PER HOUR MOTORIZED CONTROL DAMPER NOISE CRITERIA NOT IN CONTRACT NOT TO SCALE OPPOSED BLADE DAMPER ON CENTER OUTSIDE DIMENSION OR MAME TER OUTDOOR HEAT PUMP OUTSIDE AIR OWNER SUPPLIED CONTRACTOR INSTALLED POINT OF CONNECTION RETURN AIR RETURN AIR GRILLE REVOLUTIONS PER MINUTE ROOFTOP UNIT SUPPLY AIR SUPPLY GRILLE STATIC PRESSURE SIDEWALL SUPPLY GRILLE TO BE DETERMINED TRANSFER GRILLE TYPICAL UNIT HEATER VARIABLE FREQUENCY DRIVE VENT TO ROOF VARIABLE VOLUME AND TEMPERATURE w: 1 2,410, RECEIVED . CITY OF TUKWILA FEB 0 9 2018 PERMIT CENTER CONDITIONING - HEAT PUMPS - REFBIGERAT0N - CONTRACTORS LICENSE N(.1/19ER: UNDER! 159RE AUBURN.; (253) 939-5501 TACOMA (253) 622-3141 SEATTLE; {253)839.2126 FAX: (253) 735-34132 PA. BOX 614 - AUBURN. WASHINGTON 98971 ottufvERsat_RFRIGERATION DRAWING -263 1 z 0 0 w cp 0 0 (1) � cD a )co o OE LL CC PRINT/PLOT DATE: DRAFTER: DESIGNER: 01/1 0/18 AI9W HH JOB NUMBER: VIEWED FOR E COMPLIANCE APPROVED MAY 18 2018 ity of Tukwila DING DIVISION HVAC LEGEND CI 0 INLINE EXHAUST FAN(S) DUCT DE LECTORS 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 CONDFI1ONED 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 EOMT. TO BE LABELED TO THE SPACE SERVED. 7. DUCTS TO BE SUPPORTED AT EACH DIRECTION CHANGE VERTICAL AT 12'-0" MAX., HORIZONTAL AT 10-0" MAX. WITH STRAP. OR 81-01 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 0408 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 WSEC 0403.2.8, DUCTWORK WHICH 15 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 00 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 TIME OF THE TENANT IMPROVEMENT PERMIT. ROOFTOP IYHAUST FAN SIDEWALL EXHAUST FAN on ] VAV FAN BOX CEILING EXHAUST FAN GAS METER 7012 WTDAMPER 0 THERMOSTAT XT -BAR SUPPLY DI SER T -BAR RETURN GRILLE HARDLID SUPPLY DIFFUSER Eg HARDLID RETURN GRILLE ED >---- FIRE DAMPER FSD FIRE SMOKE DAMPER VOLUME DAMPER SD SMOKE DETECTOR FLEXIBLE DUCT SA/RA ROUND DUCT UP 1 f t ROUND DUCT DOWN 10x10 CO DIFFUSER GFIR, TAG w: 1 2,410, RECEIVED . CITY OF TUKWILA FEB 0 9 2018 PERMIT CENTER CONDITIONING - HEAT PUMPS - REFBIGERAT0N - CONTRACTORS LICENSE N(.1/19ER: UNDER! 159RE AUBURN.; (253) 939-5501 TACOMA (253) 622-3141 SEATTLE; {253)839.2126 FAX: (253) 735-34132 PA. BOX 614 - AUBURN. WASHINGTON 98971 ottufvERsat_RFRIGERATION DRAWING -263 1 z 0 0 w cp 0 0 (1) � cD a )co o OE LL CC PRINT/PLOT DATE: DRAFTER: DESIGNER: 01/1 0/18 AI9W HH JOB NUMBER: VIEWED FOR E COMPLIANCE APPROVED MAY 18 2018 ity of Tukwila DING DIVISION HVAC NOTES 1. INSTALL (51 ROOFTOP PACKAGE UNITS. 2. INSTALL NATURAL GAS PIPING. 1. DUCT INSULATION TO MEET THE REQUIREMENTS OF SECT- ION 0403.2,8 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 DE LECTORS 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 CONDFI1ONED 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 EOMT. TO BE LABELED TO THE SPACE SERVED. 7. DUCTS TO BE SUPPORTED AT EACH DIRECTION CHANGE VERTICAL AT 12'-0" MAX., HORIZONTAL AT 10-0" MAX. WITH STRAP. OR 81-01 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 0408 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 WSEC 0403.2.8, DUCTWORK WHICH 15 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 00 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 TIME OF THE TENANT IMPROVEMENT PERMIT. w: 1 2,410, RECEIVED . CITY OF TUKWILA FEB 0 9 2018 PERMIT CENTER CONDITIONING - HEAT PUMPS - REFBIGERAT0N - CONTRACTORS LICENSE N(.1/19ER: UNDER! 159RE AUBURN.; (253) 939-5501 TACOMA (253) 622-3141 SEATTLE; {253)839.2126 FAX: (253) 735-34132 PA. BOX 614 - AUBURN. WASHINGTON 98971 ottufvERsat_RFRIGERATION DRAWING -263 1 z 0 0 w cp 0 0 (1) � cD a )co o OE LL CC PRINT/PLOT DATE: DRAFTER: DESIGNER: 01/1 0/18 AI9W HH JOB NUMBER: VIEWED FOR E COMPLIANCE APPROVED MAY 18 2018 ity of Tukwila DING DIVISION SCOPE OF WORK JOB# 17260 1. INSTALL (51 ROOFTOP PACKAGE UNITS. 2. INSTALL NATURAL GAS PIPING. w: 1 2,410, RECEIVED . CITY OF TUKWILA FEB 0 9 2018 PERMIT CENTER CONDITIONING - HEAT PUMPS - REFBIGERAT0N - CONTRACTORS LICENSE N(.1/19ER: UNDER! 159RE AUBURN.; (253) 939-5501 TACOMA (253) 622-3141 SEATTLE; {253)839.2126 FAX: (253) 735-34132 PA. BOX 614 - AUBURN. WASHINGTON 98971 ottufvERsat_RFRIGERATION DRAWING -263 1 z 0 0 w cp 0 0 (1) � cD a )co o OE LL CC PRINT/PLOT DATE: DRAFTER: DESIGNER: 01/1 0/18 AI9W HH JOB NUMBER: VIEWED FOR E COMPLIANCE APPROVED MAY 18 2018 ity of Tukwila DING DIVISION R11,1-3 j 238 CFH @ 100' (3) LOW PRESSURE 119 CFH @ 100' NAT. GAS METERS 138. CFH @ 100' NOTE: These plans are diagrammatical only, Please verify all dimensions at job site. 3/4° 3/4" 3/4° j 119 CFH @ 100' 1 fari 119 CF1-1 @ 100' RTU -2 Cr' 9F 91• Sykkk 3/4° 119CFli@ 100' 3/4° 3/4° 1 69 CFH 100' RTU -4 ( RIM 69 CFH 100" .011•111* 44211sell 4440114msa 0111¢44401 ISIalarste• • SLAV 1 CVS:iga.0 411dimmois • 0! • HVAC OFFICE PLAN SCALE:1/81= 1i-0^ DN •-•c," L """' tw i42 RECEI E CITY OF T K FEB 0 9 20 AIR CONDITIONING- HEAT PUMPS - REFRIGERATION - CONTRACTOR'S LICENSE NUMBER: tINIVER1 *BRE AuBORN. (253) 939-5501 TACOMA. (253) 922-3141 SEATTLE (253) 839.2125 FAX: (253) 735-3432 P.O. 60X 614 AUBURN. WASHINGTON 58071 °UNIVERSAL REFRIGERATION DRAWING -2W I PRINT/PLOT DATE: DRAFTER: PERMIT CEN PENDING CITY APPROVAL JOB NUMBER: FSHEET NUMBER: EWED FOR COMPLIANCE PROVED 1 8 22.18 of Tukwila BUILDING DIVISION C:\Users\jblake\Documents\16-154-01 LantemLanding R18Jblake.rvt 12/4/2017 3:12:30 PM GENERAL REQUIREMENTS SUMMARY OF WORK Project consists of new construction as shown on these Contract Documents used in coordination with the Architectural and other discipline's documents. DEFINITIONS The following definitions are used throughout these structural notes: IBC - Governing code, including local amendments SER - Structural Engineer of Record per these Contract Documents UNO - unless noted otherwise GOVERNING CODE All design and construction shall conform to the 2015 International Building Code and local jurisdiction amendments. Reference to ASTM and other standards shall refer to the latest edition designated by IBC Chapter 35. Refer to the specifications for information in addition to that covered by these structural notes and drawings. DOCUMENTS Structural Documents shall be used in conjunction with Architectural Documents for alt bidding and construction. Drawings indicate general and typical details of construction. Typical details and general notes shall apply even if not specifically denoted on plans, UNO. Where conditions are not specifically indicated similar details of construction shall be used, subject to review and approval by the Architect and the SER. Existing structural information, designated as (E) on the structural drawings, has been compiled from information furnished by various sources and is not necessarily field -verified by the engineer. Dimensions relating to existing structures are intended for use as guidelines only; all dimensions shall be field -verified by the contractor prior to start of construction. Notify the Architect of any discrepancies. These Contract Documents and any materials used in preparation of them, including calculations, are the exclusive property of the SER and can be reproduced only with the permission of the SER. WARRANTY The SER has used that degree of care and skill ordinarily exercised under similar circumstances by members of the profession in this locale and no other warranty, either expressed or implied, is made in connection with rendering professional services. OWNER RESPONSIBILITY The owner shall retain a Special Inspector to perform the special inspection requirements required by the building official and as outlined in the Special Inspection section below. DESIGN CRITERIA BUILDING CATEGORY Structural Risk Category II Importance factors for snow, wind and seismic are listed with the loading criteria. LIVE LOADS - FLOOR AND ROOF Roof: 25 psf Stores: Retail first floor 100 psf Storage: Light storage Heavy storage 125 psf 250 psf LIVE LOADS - SNOW Numbering below is per iBC Section 1603.1.3: 1. Flat -Roof Snow Load: Pf = 25 psf 2. Snow Exposure Factor: Ce = 1.2 3. Snow Importance Factor: Is = 1.0 4. Thermal Factor: Ct = 1.0 Additional Items: Ground Snow Load: Pg = 25 psf Snow drifting load per IBC w/ ground snow load LATERAL LOADS - WIND Numbering below is per IBC Section 1603.1.4: 1. Ultimate Design Wind Speed (3 -second gust): Vult = 110 mph 2. Risk Category: II 3. Wind Exposure: B 4. Internal Pressure Coefficient = +/- 0.18 5. Kzt = 1.0 6. Components and Cladding: The following ultimate loads may be used in lieu of calculations: All wall surfaces exterior cladding exterior cladding Uplift at roof in field at edges + 22 psf - 30 psf - 22 psf within 4'-0" of Edge - 37 psf at corner within 4'-0" of Edge - 55 p.s Overhangs at edges - 35psf at corner - 55•`ps" LATERAL LOADS - EARTHQUAKE Numbering below is per IBC Section 1603.1.5: 1. Risk Category II 2. Seismic Importance Factor. le = 1.0 3. Mapped Spectral Response Acceleration Parameters: SS = 1.43 g; S1 = 0.533 g 4. Site Class: E; FA = 0.9; FV = 2.4 5. Design Spectral Response Acceleration Parameters: SDS = 0.858 g; SD1 = 0.853 g 6. Seismic Design Category: D 7. Basic Seismic Force -Resisting Systems: Vertical Elements: Masonry and Concrete Shear Walls Diaphragms: Metal Deck and Wood Sheathing; 8. Design Base Shear: 143 kips 9. Seismic Response Coefficient: CS = 0.1716 10. Response Modification Coefficient: R = 5 11. Analysis Procedure: Equivalent Lateral Force Procedure (Modal Response Spectrum Analysis, Seismic Response History Procedures, Simplified Design Procedure) Additional Items: Building Location: 47.44223° N, 122.25151° W Building Height = Varies per Architect Redundancy Factors: North/South Direction = 1.25 East/West Direction = 1.25 CONTRACTOR PERFORMANCE REQUIREMENTS DESIGN DOCUMENTS Contractor shall verify all dimensions and all conditions at the job site, including building and site conditions before commencing work, and be responsible for same. Alt discrepancies shall be reported to the Architect before proceeding with work. Any errors, ambiguities and/or omissions in the contract documents shall be reported to the Architect immediately, in writing. No work is to be started before correction is made. Contractor shall verify and/or coordinate all dimensioned openings and stab edges shown on the contract documents. Some dimensions, openings and embedded items are shown on the structural drawings. Others may be required. Refer to architectural drawings for size and location of curbs, equipment pads, wall and floor openings, architectural treatment, embeds required for architectural items and dimensions. Refer to mechanical,plumbing,electrical and fireprotection drawings for size and location of all openings for ducts, 9 piping, conduits, etc. Submit openings to architect for review. Do not scale drawings. Use only field verified dimensions. When electronic plan files are provided for the contractor's detailing convenience, it shall be noted that the electronic files are not guaranteed to be dimensionally accurate. The contractor uses them at his own risk. The published paper documents are the controlling Contract Documents. Electronic files of detail sheets and notes will not be provided. CONTRACTOR -INITIATED CHANGES Contractor -initiated changes shall be submitted in writing to the Architect for review and acceptance prior to fabrication or construction. Changes shown on shop drawings only will not satisfy this requirement. INSPECTIONS The contractor shall coordinate with the building department for all building department required inspections. TEMPORARY SHORING AND BRACING The contractor shall provide temporary bracing as required until all permanent connections and stiffening have been installed. The contractor is responsible for the strength and stability of alt partially completed structures including but not limited to concrete or masonry walls, steel framing and erection aids. The contractor shall at his discretion employ the aid of a licensed structural engineer to design all temporary bracing and shoring necessary to complete the work described in these contract documents. The contractor shall be responsible for all required safety standards, safety precautions and the methods, techniques, sequences or procedures required in performing his work. For concrete construction refer to ACI 318 - Section 6.2 "Removal of Forms, Shores, and Reshores". CONTRACTOR PERFORMANCE REQUIREMENTS (cont'd) SHOP DRAWINGS AND SUBMITTALS (cont'd) SAFETY PROCEDURES Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or procedures required to perform the contractor's work. The Structural Engineer has no overall supervisory authority or actual and/or direct responsibility for the specific working conditions at the site and/or for any hazards resulting from the actions of any trade contractor. The Structural Engineer has no duty to inspect, supervise, note, correct, or report any health or safety deficiencies to the owner, contractors, or other entities or persons at the project site. RENOVATIONS DEMOLITION Contractor shall verify all existing conditions before commencing any demolition. Shoring shall be installed to support existing construction as required and in a manner suitable to the work sequences. Demolition debris shall not be allowed to damage or overload the existing structure. Limit construction loading (including demolition debris) on existing floor systems to 40 psf. EXISTING CONCRETE Existing reinforcing shall be saved where and as noted on the plans. Saw cutting, if and where used, shall not cut existing reinforcing that is to be saved. • All new openings through existing walls, slabs and beams shall be accomplished by saw cutting wherever possible. • Contractor shall verify all existing conditions and location of members prior to cutting any openings. • Small round openings shall be accomplished by core drilling, if possible. • Where new reinforcing terminates at existing concrete, dowels epoxy grouted into existing concrete shall be provided to match horizontal reinforcing, unless noted otherwise on plans. EXISTING WOOD Contractor shall check for dryrot at all areas of new work. All rot shall be removed and damaged members shall be replaced or repaired as directed by the structural engineer or architect. EXTERIOR MASONRY INSPECTION & REPAIR All exterior masonry walls shall be inspected and repaired as follows: Scrape all loose and weakened mortar out to full depth of the deterioration; remove and replace any loose masonry units; check for loose facing brick veneers; tuck point all joints solid. All masonry restoration and repair shall be performed in such a manner that the existing structure is not weakened or left unsupported during the process of the work. All exterior appendages such as fire escapes, cornices and eyebrows shall be inspected for structural integrity and the condition of the connections to the structure. The contractor shall notify the structural engineer as to his findings. EXISTING MASONRY SHEAR TEST Allowable unreinforced masonry stresses may be determined by performing in-place shear tests. All testing is to be in accordance with the International Building Code. All testing is to be performed by an approved agency. An accurate record of all such tests and their location in the building shalt be recorded and these results shall be submitted to the building official for approval as part of the structural analysis. The minimum number of tests shall be two per wall or line of wall elements resisting a common force, or one test per 1,500 sf of wall surface. The minimum number of tests and exact test location shall be determined at the building site by the structural engineer. The test shall be performed by removing the brick immediately adjacent to the test brick on the same level and inserting a hydraulic ram into this space. The mortar is to be removed at the vertical joint at the other end of the brick being tested. The load is to be applied by the hydraulic ram until failure occurs. The load shall be recorded, along with the dimensions of the test brick, its locations, and surcharge loads. The results of the test are to be submitted to the building department, along with a letter from the structural engineer outlining the proposed allowable shear stress, factor of safety and maximum actual anticipated shear stress. BUILDING MOVEMENT All non-structural wall connections shall account for construction tolerances, column shortening and beam deflections. In addition, all design components shall accommodate a typical vertical movement at each floor of 3/4" due to variable live loading. This displacement will occur at the free end of cantilever beams and at midspan of simple span beams. Non-structural walls shall accommodate typical Lateral movements of 1/2" between adjacent floors perpendicular and/or parallel to the wall. Wall attachments shall not apply any lateral loads to the bottom flange of beams. If attachment is made to the bottom of beams, additional inclined struts bracing the bottom flange or other equivalent means to counteract this force shall be provided by the contractor. SHOP DRAWINGS AND SUBMITTALS SHOP DRAWING & SUBMITTAL REVIEW (including Deferred Structural Components) The contractor must review and stamp the shop drawings & submittals for review. SER will only review submittals for items shown on SER documents. Submittals for Deferred Structural Components wilt receive cursory review by SER for toads imposed on primary structure. SER will review shop drawings for general conformance with design concept of the project and general compliance with the information given in the Structural Contract Documents. Review of submittals does not constitute approval or acceptance of unauthorized deviation from Contract Documents. Corrections or comments made on shop drawings during this review do not relieve contractor from compliance with the requirements of the plans and specifications. Contractor responsible for. • Reviewing, approving, stamping and signing submittals prior to submittal to Architect and SER • Timing submittals to allow two weeks of review time for the SER and time for corrections and/or resubmittal • Conformance to requirements of the Contract Documents • Dimensions and quantities • Verifying information to be confirmed or coordinated • Information solely for fabrication, safety, means, methods, techniques and sequences of construction • Coordination of all trades Resubmittals shall be clouded and dated for all changes to the submittal. Only clouded portions of resubmittal will be reviewed and SER's review stamp applies to only these areas. SUBSTITUTIONS Substitutions shall be submitted in writing prior to submittal of shop drawings. Shop drawings bearing substitutions will be rejected. Submit engineering data to substantiate the equivalence of the proposed items. The SER's basic services contract does not include review of substitutions that require re- engineering of the item or adjacent structure. Nor does the SER's contract cover excessive review of proposed substitutions. The fees for making these reviews and/or redesign shall be paid by the contractor. Reviews and approvals shall not be made until authorization is received. SUBMITTALS Shop drawings and material submittals shall be submitted to the Architect and SER prior to any fabrication or construction for the following structural items. Submittals shall include one reproducible and one copy; reproducible will be marked and returned. If deviations, discrepancies, or conflicts between shop drawings submittals and the contract documents are discovered either prior to or after shop drawing submittals are processed by the SER, the Contract Documents control and shall be followed. • Construction sequence description • Contractor Quality Control testing procedures when required in specifications • Concrete mix designs • Concrete construction joint plans • Concrete accessories material specification, size and location • Reinforcing bar shop drawings and placing plans • Reinforcing bar mill certificates shall be available upon request • Masonry materials and mix designs • Non -shrink grout material specifications and manufacturer's installation recommendations • Fabrication shop AISC Certification • Structural steel mill certificates shall be available upon request • Structural steel shop and erection drawings • Welding Procedure Specifications • Metal deck material submittal • Metal deck layout • Deferred Structural Components listed below • Reinforcing bar other than ASTM A706 compliance with AWS D1.4 • Welding procedure for welding of reinforcement other than fillet welds • Certificate of compliance from manufacturers of prefabricated structural steel members • Certificate of compliance from manufacturers of open -web steel joists DEFERRED STRUCTURAL COMPONENTS Components referred to as Deferred Structural Components shall comply with these notes. These elements have not been permitted under the base building application. The contractor will be required to submit the component system documents to the building official for approval. The documents shall be stamped and signed by an engineer licensed by the state where the project is located. The deferred structural components shall not be installed until the design and submittal documents have been approved by the building official. DEFERRED STRUCTURAL COMPONENTS (continued) Prior to building department submittal, the deferred structural components submittals shall receive cursory review by SER for loads imposed on primary structure and general conformance with design concept of the project and general compliance with the information given in the Structural Contract Documents. Review of submittals does not constitute approval or acceptance of unauthorized deviation from Contract Documents. Submittals of contractor -designed components shall include the designing professional engineer's stamp and signature, as noted above. The submittal shall be approved by the component vendor prior to review by the SER. The designing professional is responsible for code conformance and all necessary connections not specifically called out on architectural or structural contract documents. Submittals shall include details of connections to primary structure that indicate magnitude and direction of all loads imposed at point of connection. Design criteria shall be provided with submittal and calculations shall be made available upon request. The following list includes the items that are defined as Deferred Structural Components. Refer to other discipline's contract documents for additional deferred components that may require structural design and details. Connections of these elements shall not induce torsion on structural members. Deferred Structural Components shall be manufactured, delivered, handled, stored, and field erected in conformance with instructions prepared by the component vendor. Deferred structural components: • Open web steel joists • Handrails, guards, grab bars, and wall mounted shower seats • Marquees, awnings, and canopies, unless detailed on Contract Documents • Fall -restraint systems • Concrete Mix Designs INSPECTIONS INSPECTIONS BY BUILDING OFFICIAL The building official, upon notification, shall make structural inspections as required by local ordinance. The inspection by the building official per IBC Section 110 will be separate from and in addition to the special inspection and structural observation mentioned subsequently. SPECIAL INSPECTIONS A Special Inspector shall be hired by the owner to perform the following special inspections per IBC Section 1704. See the specifications for additional requirements for special inspection and testing. The architect, structural engineer, and building department shall be furnished with copies of all inspection reports and test results. Designated seismic systems, defined in IBC Section 1705.11.4 - IBC Section 1705.11.7 as architectural, electrical and mechanical systems and their components that require design in accordance with ASCE 7-10 Chapter 13 and have a component important factor Ip greater than one, are subject to special inspection and testing. Additional systems and components requiring special inspection and testing include: HVAC ductwork containing hazardous materials and anchorage of such ductwork, piping systems and mechanical units containing flammable, combustible or highly toxic materials, anchorage of electrical equipment used for emergency or standby power systems, interior non-bearing walls (unit weight greater than 15 psf), exterior non-bearing walls, cladding and veneer (unit weight greater than 5 psf) and their anchorage, suspended ceiling systems and their anchorage, access floors and their anchorage, and steel storage racks and their anchorage (where Ip = 1.5 at racks). Refer to IBC Section 1705 for required frequency of these special inspections and refer to IBC Section 1705.11 for required seismic qualification of designated seismic systems. Each contractor responsible for the construction of a seismic force resisting system, designated seismic system, or component listed in the statement of special inspections shall submit a written statement of responsibility to the building official and the owner prior to the commencement of work on the system or component. The written statement shall be in accordance with IBC Section 1704. See IBC Chapter 17: "Structural Tests and Special Inspections" for more detailed requirements. zrc‘.:.IRL IIYJrcu i njri yr 3% I -a trcr IDu. 1 / V3.0) Verification and inspection Frequency Reference Continuous Periodic 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY X X IBC 1910.4 ACI 318: 3.5, 7.1-7.7 2. VERIFY THAT EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL X X AWS D1.4 ACI 318: 3.5.2 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS X X ACI 318: D.9.2 4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL X X ACI 318: D9.2.4 ACI 318: D9.2 5. PRiOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY X X IBC 1904.2, 1910.2, 1910.3 ACI 318: Ch.4, 5.2-5.4 PERFORM ADDITIONAL INSPECTIONS OF CONCRETE FOUNDATIONS IN ACCORDANCE WITH SEATTLE BUILDING CODE X X SBC 1704.4 SPECIAL INSPECTIONS OF CONCRETE CONSTRUCTION (PER IBC 1705.3) Verification and Inspection Frequency Reference Continuous Periodic 1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS, AND PLACEMENT X X IBC 1910.4 ACI 318: 3.5, 7.1-7.7 2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH TABLE 1705.2.2, ITEM 2b X X AWS D1.4 ACI 318: 3.5.2 3. INSPECTION OF ANCHOR BOLTS/RODS CAST IN CONCRETE X X X X ACI 318: D.9.2 4. INSPECTION OF ANCHORS POST -INSTALLED IN HARDENED CONCRETE MEMBERS: a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAIN TENSION LOADS b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4a X X ACI 318: D9.2.4 ACI 318: D9.2 5. VERIFYING USE OF REQUIRED DESIGN MIX X X X X X IBC 1904.2, 1910.2, 1910.3 ACI 318: Ch.4, 5.2-5.4 6. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE X X IBC 1910.10 ACI 318: 5.6, 5.8 ASTM C172, C31 SEATTLE DPD DR 20-2006 7. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES X X IBC 1910.9 ACI 318: 5.11-5.13 8. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST -TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS X ACI 318: 6.2 9. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE BEING FORMED X ACI 318: 6.1.1 10. INSPECTION OF MECHANICAL SPLICING OF REINFORCING BARS X IBC 1705.1.1 ICC REPORT FOR SPECIFIED PRODUCT 11. INSPECTION OF ADHESIVE ANCHOR INSTALLATIONS AND POST -INSTALLED MECHANICAL ANCHOR INSTALLATIONS X IBC 1705.1.1 ICC REPORT FOR SPECIFIED PRODUCT 12. INSPECTION OF CONCRETE REINFORCEMENT INSTALLED WITH ADHESIVE ANCHORAGE X IBC 1705.1.1 13. INSPECTION OF CONCRETE PLACEMENT DURING CONSTRUCTION X IBC 1705.1.1 14. INSPECTION OF HEADED STUDS AND DEFORMED BAR ANCHORS X IBC 1705.1.1 SCOPE OF WORK SPECIAL INSPECTIONS OF STRUCTURAL STEEL CONSTRUCTION Verification and Inspection Frequency Reference Continuous Periodic 1. INSPECTION OF FABRICATOR'S QUALITY CONTROL PROCEDURES X TMS 602: TB4, 1.59.1.b.3 IBC 1704.2.5 2. MATERIAL VERIFICATION OF STRUCTURAL STEEL X X AISC 630-N.5.2 3. INSPECTION OF WELDING STRUCTURAL STEEL: a. COMPLETE AND PARTIAL -PENETRATION GROOVE WELDS b. MULTI -PASS FILLET WELDS c. SINGLE -PASS FILLET WELDS > 5/16" d. SiNGLE-PASS FILLET WELDS s 5/16" e. STAIR AND RAILING SYSTEM WELDS f. WELDING OF STEEL THREADED RODS X X X X X X AISC 360-N.5.4 AISC 360-N.5.5 AWS D1.1 4. INSPECTION OF HIGH-STRENGTH BOLTING X X X TMS 602: 2.1, 2.6A TMS 602: 3.3B TMS 602: 3.4, 3.6A AISC 360-N.5.6 5. INSPECTION OF COMPOSITE CONSTRUCTION, INCLUDING PLACEMENT OF STEEL DECK AND STEEL HEADED STUD ANCHORS X X X X TMS 602: 3.2D, 3.2F TMS 402: 1.16 TMS 602: 2.4, 3.4 TMS 402: 1.16 TMS 602: 3.2E, 3.4, 3.6A TMS 602: 3.3B AISC 360-N.6 AWS D1.3 6. INSPECTION OF STRUCTURAL STEEL INSTALLATION X X X X AISC 360-N.5 Verification and Inspection Frequency Reference Continuous Periodic 1. VERIFICATION OF SLUMP FLOW AND ViSUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITE FOR SELF -CONSOLIDATING GROUT. X X TMS 602: TB4, 1.59.1.b.3 2. VERIFICATION OF f'm AND f'aac PRIOR TO CONSTRUCTION, EXCEPT WHERE SPECIFICALLY EXEMPTED BY THE CODE. X TMS 602: TB4, 1.4B 3. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS X X TMS 602: 1.5 4. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: a. PROPORTIONS OF SITE -PREPARED MORTAR b. CONSTRUCTION OF MORTAR JOINTS c. LOCATION OF REINFORCEMENT, CONNECTORS X X X X TMS 602: 2.1, 2.6A TMS 602: 3.3B TMS 602: 3.4, 3.6A 5. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: a. GROUT SPACE b. GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS. c. PLACEMENT OF REINFORCEMENT AND CONNECTORS d. CONSTRUCTION OF MORTAR JOINTS DATE X X X X TMS 602: 3.2D, 3.2F TMS 402: 1.16 TMS 602: 2.4, 3.4 TMS 402: 1.16 TMS 602: 3.2E, 3.4, 3.6A TMS 602: 3.3B 6. VERIFY DURING CONSTRUCTION: a. SIZE AND LOCATION OF STRUCTURAL ELEMENTS b. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER CONSTRUCTION c. WELDING OF REINFORCEMENT d. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40°F) OR HOT WEATHER (TEMPERATURE ABOVE 90°F) X X X X TMS 602: 3.3F TMS 402: 1.16.4.3, 1.17.1 TMS 402: 2.1 .7.7.2 3.3.3.4(c) 8.3.3.4(b) TMS 602: 1.8C, 1.8D 7. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND/OR PRISMS X TMS 602: 1.4B.2.a.3, 1.4B.2.b.3, 1.4B.2.c.3, 1.4B.3, 1.4B.4 8. INSPECTION OF ADHESIVE ANCHOR INSTALLATIONS AND POST -INSTALLED MECHANICAL ANCHOR INSTALLATIONS X ICC REPORT FOR SPECIFIED PRODUCT 9. INSPECTION OF CONCRETE REINFORCEMENT INSTALLED WITH ADHESIVE ANCHORAGE X IBC 1705.1.1. 10. INSPECTION OF CONCRETE PLACEMENT DURING CONSTRUCTION X IBC 1705.1.1 11. INSPECTION OF HEADED STUDS AND DEFORMED BAR ANCHORS X IBC 1705.1.1 SPECIAL INSPECTIONS OF WOOD CONSTRUCTION (PER IBC 1705.5 AND 1705.12.2) Verification and Inspection Frequency Reference Continuous Periodic MOISTURE CONTENT OF WOOD -FRAMED CONSTRUCTION AT TIME OF COVER X REFER TO GENERAL NOTES NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS (SPACED 4" OC OR CLOSER) WITHIN THE SEISMIC FORCE RESISTING SYSTEM, INCLUDING DRAG STRUTS, BRACES, HOLDOWNS, SHEAR WALLS, AND DIAPHRAGMS X 1705.12.2.2 1705.5.1 FiELD GLUING OPERATIONS OF ELEMENTS WITHIN THE SEISMIC, FORCE RESISTING SYSTEM X X 1705.12.2.1 TEMPORARY AND PERMANENT MEMBER RESTRAINT/BRACING OF METAL -PLATE -CONNECTED WOOD TRUSES SPANING 60 FEET OR GREATER X X 1705.5.2 ' (PER IBC 1705.2.3) Verification and Inspection Frequency Reference 1 Continuous Periodic 1. INSTALLATION OF OPEN -WEB STEEL JOISTS AND JOIST GIRDERS i a. END CONNECTIONS - WELDED OR BOLTED X SJI SPECIFICATIONS LISTED IN SECTION 2207.1 b. BRIDGING - HORIZONTAL OR DIAGONAL X I 2. STANDARD BRIDGING X SJI SPECIFICATIONS LISTED IN SECTION 2207.1 3. BRIDGING THAT DiFFERS FROM THE SJI SPECIFICATIONS LISTED IN SECTION 2207.1 DATE X 07/14/2017 INSPECTIONS (cont'd) SPECIAL INSPECTIONS OF COLD -FORMED STEEL (PER IBC 1705.2.2) Verification and Inspection Frequency Continuous Periodic Reference 1. QUALIFICATION OF WELDING AND SPECIAL INSPECTION OF COLD -FORMED STEEL FLOOR AND ROOF DECK X 1705.2.2 SDI QA/QC GEOTECHNICAL REPORT & GENERAL CRITERIA Criteria outlined in the report listed below was used for the design of the foundations: Geotechnical Engineering Report prepared by Professional Service Industries, Inc. (October 21, 2016) Contractor shall be familiar with recommendations in the above-mentioned report prior to start of construction. Allowable soil pressure and lateral earth pressure are assumed and therefore must be verified by a Geotechnical Inspector or the building official. If soils are found to be other than assumed, notify the structural engineer for possible foundation redesign. For wet weather work, see the Geotechnical Report. Unless noted otherwise, footings shall be centered below columns or walls. INSPECTIONS All prepared soil -bearing surfaces shall be inspected by the owners Geotechnical Inspector (or building official) prior to placement of reinforcing steel and concrete. Inspections shall be made per IBC Table 1705.6. BEARING VALUES All footings shall bear on undisturbed soil and shall be lowered to firm bearing if suitable soil is not found at elevations shown. Exterior footings shall bear a minimum of 18" below the finished ground surface. Footing elevations shown on plans (or in details) are minimum depths and for guidance only; the actual elevations of footings must be established by the contractor in the field working with the Geotechnical Inspector. Allowable soil pressure = 1500 psf Mat foundation allowable soil pressure = 1000 psf SUBGRADE PREPARATION_ Prepare subgrade per the Geotechnical Report. EXISTING UTILITIES The contractor shall determine the location of all adjacent underground utilities prior to any excavation, shoring, pile driving, or pier drilling. Any utility information shown on the plans and details are approximate and not verified by the SER. Contractor is to provide protection of any utilities or underground structures during construction. DRAINAGE Drainage systems, including foundation, roof and surface drains, shall be installed as directed by the Geotechnical Report. Vapor retarder placed below slab -on -grade shall conform to ASTM E 1643 and ASTM E 745. MA( 1:4 FILE C '�YnPermit o. tV\N5 ' Plan review approve 13 sub oct to ci i Ors .cn J cm'cJ ons Approval of construe!:Ln doe, _ t cc� m��: i�vne.. �' ..:.: c,i.,l,orite the violation of any c ' opted ccuo crvs� i:r.co. F : cc pt of approved Field ,^y and 'nr`. , cc: ,,„%:ems^ . - qui.{e.<� f:i (:� �.��:ii�rc.�u�u�. //B- Date' ............. . RE_viSK)NS No changes shall be made to the scope of :. c.': .z f i , 'J Wan subrruttai c.;-!6 may ions;tide additional plan review fees. i Ci . of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED r � City of Tukwila BUILDING DIVISION SHEET INDEX STRUCTURAL GENERAL NOTES STRUCTURAL GENERAL NOTES FOUNDATION PLAN SHEAR WALL PARTIAL PLANS & SECTION �.� S1.01 S1.02 S2.00 52.00a 52.01 S3.00 S4.00 55.00 56.00 S7.00 S8.00 ' PERMIT 1- C4 JiR` D FOR: 0 Mac; anical ,,..,,a fcl� 'Li��,bmg cao Piping ROOF FRAMING PLAN STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS CORRECTION STRUCTURAL DETAILS LTt # STRUCTURAL DETAILS of 7u: CITY OF TUK} ;FILA MAY 162018 FOR REFERENCE ONLY PERMIT CENTER JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM 1201 First Avenue South, Suite 31C Seattle, Washington 98134 206-402-5156 wwwlundopsahl.com V >: z 0 0 U w 0 0 ectz w LANTERN LANDING w coCe co a. C) LIJQ > Z Q M N �gr- DESCRIPTION PERMIT REVIEW RESPONSE PERMIT SET PRE -DD SET ZN DATE 110/06/2017 07/14/2017 110/11/2016 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: 16-154-01 POP HJB PAO STRUCTURAL GENERAL NOTES S1.01 JACKSON 1 MAIN ARCHITECTURE P.S. © 2015 Ire RF\11T17f11f3\1R 15d (11 1 antarnl anrtinn RIR ihlaka nit 3/20/2018 11:00:16 AM 0 kr 0 STEEL FRAMING PLAN NOTES 1. GENERAL REFERENCE ROOF ELEVATION SHALL BE 16'-0", UNO. ELEVATION AT TOP OF STEEL SHALL BE 1 1/2" BELOW TOP OF DECK, UNO. [-X'-X" ] INDICATES ELEVATION ABOVE OR BELOW REFERENCED TOP OF STEEL. SLOPE ROOF DECK BETWEEN ELEVATIONS INDICATED. 1.2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 1.3. REFER TO MECHANICAL DRAWINGS FOR LOCATIONS OF ALL MECHANICAL EQUIPMENT. 1.4. REFER TO STRUCTURAL GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. 1.5. EXISTING CONDITIONS ARE ASSUMED AND MUST BE VERIFIED BY THE CONTRACTOR. WHERE DISCOVERED CONDITIONS VARY FROM THOSE SHOWN ON PLANS, CONTRACTOR SHALL CONTACT THE ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. 1.6. * INDICATES COLLECTOR PART OF THE MSFRS 1.7. MB MECHANICAL BEAM TO BE LOCATED AT CENTERLINE OF MECHANICAL UNIT CURB 2. ROOF 2.1. TYPICAL STEEL DECK SHALL CONSIST OF 16 Ga 1 1/2" DEEP METAL DECK, UNO. REFER TO TYPICAL STEEL DECK DETAILS. CONTRACTOR SHALL VERIFY ALL DECK EDGE DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 2.2. ALL STEEL BEAMS SHALL BE SPACED EQUALLY, UNO. 2.3. REEFER TO TYPICAL STEEL FRAMING DETAILS. 2.4. ALL COLLECTORS AT WOOD SHEATHING ARE TO HAVE (2) ROWS OF BOUNDARY NAILING. @CD 9'-11" 15' - 10" 2.5 K JOIST SUBSTITUTE, TYP ci11 1 56.E SLOPE DN PER ARCH JOIST TO BE LOCATED OVER TOP OF COL, TYP 20K7 @ 6'-0" OC SIM 0 SCOPE OF WORD 0 m m m ®- M N ♦k' ;cr 3 North Lantern Upper Roof Framing Plan Scale: 1/8" = 1'-0" 1.- 2.5 '- 2.5 K JOIST SUBSTITUTE, TYP 0 cV 9'-8" 16' - 4" 2.5 K JOIST SUBSTITUTE, TYP 0®® W16x36 * 11/S4.0 lG X 0 SLOPE DN w a LID X N METAL DECK NOTE 2 WT6x20 * 12/54.00 12'-0" 3.1 0 0 O N Y 0 N 18/54.00 W12x26 18/S4.00 -0" - 0" 2.5 K JOIST SUBSTITUTE, TYP m 3'-9" SIM South Lantern Upper Roof Framing Plan 3' - 9" Scale: 1/8" = 1'-O" O Co 0 0 CDI cps 18'-6" - 0" 6'-6" [ 3' 0" 3'-0" 17'-6" 7'-0" 9'-11" 15' - 10" 8'-0" + + + + + + + + + + + DIAPHRAGM - 4" OC MAX; DIAPHRAGM - 4" OC MAX 0 0 1:1; + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + 4 + + 4 + + 4 + 4 + + + + + + + + 4 + + + 4 + +- + ++++++++ + + 4 + F + + 4 + + + + 4 + 4 + ++++4-+++ ++++++++ 4 + 4 + 4- + + 4 + + + + + + + + + + + + + + 4- + + + 4 + + + 4 + 4 + + 4 + PER 5/S8.00+ 4 + + + + + + 4 + + + + + + 4 + + + 4 + ++++++ + 4- + + + 4 + + + + + + + + + + + + + + + + ++++++ + + + 4 + + 4 + ++++++ + ++++++ + ++++++ + ++++++ + + + + + + + + + + + + + + + 4 + + + + + 4 + + + + + + + + +2 + + + + + ++ y+ ++ +++ 4 + + ti + + 01 + + + + + + + + 4 + + + + + + + + + + + + 4 + + 4 + + + + + + + + + + + + + + + + 4 4 4 + + + + + +,...+ + 4 + + + +-;+,} + + + �- +++++++ -a + + + 4 + 4 4 4 + + + + + 4 + + + 4 + + + + + + + 4 + + 4 + + + + + +++ +1+ - + 4 + t 4 + ++++++++ + +++++++++ + + + + + + + + + + + + + + + + + + + + + ++4++++++ + + + + + + + + + + + +++++++++ • + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++++++ + ++++++++ + 0 ++++++++++++++++ +++++++4 + ,>.• ++++++++ + + + + + + + + + ++++++++ +++++++ 4 W ++ + + + + + + + O-+ + + + + + + + + ++++++++ ++++++++ 0 ++++++++ ++++++++++++++++ +++++++ 0 + + + + + + + + v+ + + + + + + + .++++++++ + + + + + + 4 + 4 + + + + + + + + + + + + + + + + + + + + + t tt t .{ + + + t + + ++ ++ + + + + + + + + + + + + + 4 + ++++++++ + +++++++++ + +++++++++ + + + + + + + + + + + + + + + + + + + + +++++++++ + +++++++++ + + + + + + + + + + + 4 + + 4 + + 4 + + + + + + + + + + + + +++++++++ + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + +_} + + 4 + + + + + + + + + + + + + + + + + + +`_+ + + + + + + + + V + + + + + + 4+++_0...+++++++++++ + + + • ++�A11(fx14-5++`+ @ 16" OC (E) 20" TJI35 @ 24" OC 11'-0" 6 BEARING WALL (ABOVE), STUDS @16" OC 1++++++++++++,j+++++++ +4..I.T..,_+ + + + + + + + + + + + + +'• + + + + + + + + + + 4 4 + + + + + + + + + + + + + 4 + + + + + + 4 4 + + + +� + + + 4 + + + + + + + + 44114 + + +++ + ++ + +++++++++++++ + ++++++++++++ +++++++++ +++ + +++++++++++++ + + + + + + + + + + + + + + + ++++++++++++ + + + + + + + + + + + + + + +++++++++ + + + + + + + + + + +4 + + +++++++++ ++ + +++++++ ++ 0+++ + ++++++�++ 0 + + + + + + + + + + 4 4 +++++++ ++++++++++++++4+ + + + + + + r. n +++++++++vI++ + + + + + + 4 + + + + + + + + + + + + + r- + + + + 4 + + + + ++++++++++++++++ + + + + + + + + + + + ++ + + + 0- + + + + + + + + +.0+ + 1++++++++++++++++ +++++++ + + + ++++++1++0++++++++++++++ + + + + + + + + + + + + + + + + + + + h -11+ + + ++++++++++++1+++ W +41+++++ + + + + + + + + + J +I+ + + + + + + + + + + O + + 4 + + + 4 + + + + + + ( 1 + + + 4 + 4 + 4 + U + + 4 4 + + + + + + + + I+ + + + + + + + + + + + 41 + + +++++++++++++4++++ I + I+ + + } + 4 + ++++++++++I++ + 4 + + 4 + + + + + + 4- + + + + + +1+ + + +1+ + + + + + + + + + 4- + + + + + + + + + + + + + + 1 + + + + + + + + + + + + + i4 + + BLOCK DIAPHRAGM BN = 4" OC, MAX '_ (E) WOOD SW. REINF W/ SW6 SHEATHING FULL LENGTH M (E) 18" TJI35 @ 32" OC z2 m � O yam N 0 QN O m w l7 X I.- Z N is 2 R. + + + t + + +.1+++++4J++ + 4 + I+ + + + + + + + 4 + + + + + + + + + + + + + .4SIM;+++++++.4 + + + + + + + + + + + + + + + + +:r + + + + + 4 0+ + + + + + + + + + + + 4 + + + + 4 + + + + ++++++++ + + + + + + + + + + + + + + + + + + + + + + + + 4 +++++++++,j+ + + + + +�+ 4 + + + + + + + + + ♦♦♦{e/h��'.a� ++�+/++A+`I++��.4 + + YY 14»14-54+4+++++++ 'Y Y�+YJ(4_ 44 + + + ,N+ + + + + + 4 + + + + + + + + + + + + + + + + + + + + + +++ _+ 20" Ell 360++++ + + + + + + + 4 ++++++++++++++44 ++++++4 W14x26 + t + + + t + t + + + + + + + + + + ++++++++++++,j+++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + +1+ 4 + + + + 4 4 + 1- + + + 4 + + + + + + I+ 4 + 4 + + 4 + 4 + {41 + 4 + 4 + + + + + + + + + + + + + + + d + + + + + fi + + 44 + + 1-4.++++-+++.-+-+++-.;'-4; ++++_++++-++* ++++ 4 ' +-+++'t 'lllj'.+++++++++++�+*+++�+. +++++ 11 54.00 52.01 W12x26 16/S4.00 HSS10x10x5/16 14/56.00a HSS10x kr 0 0 m (E) 12" TJI35 @ 32" OC (E) 2x8 @ 16" OC (E) WOOD SW. REINF W/ SW6 SHEATHING FULL LENGTH BLOCK DIAPHRAGM BN = 4" OC MAX ' PERMIT REVIEW RESPONSE 1 W12x26 (MB) W 12X26 (MB) Lfl CM b r/ 71rriinrir777727 7 1 JJJ✓_LLL/JLUJ/JJ_UJJ1/J ♦ ZN 1 r/7777777/777717 -M1 W12x26 (MB) ♦ / 'C/J1L.JJLLLLL/_/1/J/JJJ%: W12x26 (MB) DATE 110/06/2017 ♦ 110/11/2016 r7777777/7///7/7777771?, 1 .LL./.L/////L/444.4/Ll W12x26 (MB) W12x26 (MB) in X 3'...i, M 0 SIM N 0 0 20K4 @ 6'-0" OC 0 + 4 + + 4- + + + + + + + + + + 4- + + + + + + + + + + + + + + + I+ + + + + t 4 + + + + + + .. + + + 4 - + + + + + + 4 +"+�+ -+ +- + +- 4 + + + + + + + + + + + + 4- + + + + + + 4 +-+ + ++ + W12x26 * W12x26 0---03 (4) BAYS OF 4x BLOCKING @ 48" OC METAL DECK NOTE 2 SLOPE DN PER ARCH TYP W 18x3$ 20K4 TYP UNO W14x26 - 16/S4.00 HSS8x8x5/16 WT6x20 * 12/S4.00 Roof Framing Plan 2.5 K JOIST SUBSTITUTE, TYP L 1' - 0" 1'-0" 8'-8" di, 2 52.01 SIM @ EVERY OTHER 2x12 Roof Framing Plan - Enlarged Plan Scale: 1/4" = 1'-0" d Mgr 1421liY REVIEWED FOR CODE COMPLIANCE APPROVED MAY 18 I$ City of Tukwila BUILDING DIVISION Scale: 1/8" = 1 RECEIVED CITY OF TUKW LA MAY 162018 PERMIT CENTER FOR REFERENCE ONLY JACKSON 1 MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM 1201 First Avenue South, Suite 31C Seattle, Washington 98134 206-402-5156 wwwlundopsahl.com U z 0 O 0 fi..i 0 CD z W LANTERN LANDING 0) W X co C) Q > 0 z� Q M CV p r DESCRIPTION PERMIT REVIEW RESPONSE 1 PERMIT SET PRE -DD SET ZN DATE 110/06/2017 07/14/2017 110/11/2016 PROJECT NO.: PROJECT MGR.: DRAWN BY: CHECKED BY: itke 16-154-01 POP HJB PAO ROOF FRAMING PLAN S2.01 JACKSON I MAIN ARCHITECTURE P.S. ® 2015