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Permit M19-0188 - HABITAT FOR HUMANITY STORE - ROOFTOP GAS PACKAGE A/C UNIT REPLACEMENT
HABITAT FOR HUMANITY STORE 1185 ANDOVER PARK W FINALED 06/15/2020 M19-0188 Parcel No: Address: t'� Q City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 3523049093 1185 ANDOVER PARK W MECHANICAL PERMIT Project Name: HABITAT FOR HUMANITY STORE Permit Number: M19-0188 Issue Date: 12/10/2019 Permit Expires On: 6/7/2020 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: ICON OWNER POOL 1 WEST LLC 2 N RIVERSIDE STE 2350, CHICAGO, WA, 60606 KELVIN BATTLE 1012 CENTRAL AVE S , KENT, WA, 98032 PERFORMANCE HEATING & A/C INC (CONST) 1012 CENTRAL AVE S , KENT, WA, 98032 PERFOHA150RT Phone: (425) 251-0356 Phone: (425) 251-0356 Expiration Date: 4/30/2021 DESCRIPTION OF WORK: REPLACE EXISTING FAILED 20 TON ROOFTOP GAS PACKAGE AC UNIT WITH NEW UNIT OF SAME CAPACITY & IN SAME LOCATION ON ROOF. Valuation of Work: $20,500.00 Type of Work: REPLACEMENT Fuel type: GAS Fees Collected: $491.66 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 Signatu Date: Zv---/O L� | hearbycertify that | have mod and examined this permit and know the same to betrue and correct. All provisions nflaw and ordinances governing this work will be complied with, whether specified herein or not. The granting ofthispermhdopsnntpnesumpto8ivpauthoht tnviolate orcancel the provisions ofany other state orlocal laws regulating construction orthe performance ofwork. | amauthorized tosign and obtain this development permit and agree tothe conditions attached tothis permit. Signature: Print Name: Date: |"—'/| / D / /\ ` ~ \ ' ` This permit shall become null and void if the work bnot commenced within l8Odays for the date of issuance,or if the work is suspended orabandoned for aperiod cf18Odays from the last inspection, PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 2: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: Readily accessible access to roof mounted equipment is required. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: 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 onsatisfactory completion ofthis requirement. G: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City ofTukwila Building Department (ZO6431-3b7O). 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. D: VALIDITY OFPERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation nfany of the provisions ofthe building code orofany other ordinances ofthe City of Tukwila. Permits presuming tugive authority 0oviolate orcancel the provisions of the code orother ordinances ofthe City ofTukwila shall not bevalid. The issuance ofapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 0: ***MECH4N|[AiPERMIT [OND|T|ON5*** 10: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (2U6/431-3G7O). 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. lZ: The attached set of mechanical plans have been reviewed by The Tukwila Fire Marshals Office and are acceptable with the following concerns: 13: H.V.AI. units rated atgreater than Z'OUUcfm requireauto'shutdovvn devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2437) 14: H.V.A.C. systems supplying air in excess of 2,OOD cubic feet per minute to enclosed spaces within buildings shall bpequipped with onautomatic shutoff. Automatic shutoff shall beaccomplished byinterrupting 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, (|N1[606.l,606.Z.l} 15: Remote indicator lights are required nnall above ceiling smoke detectors. (City Ordinance #2437) 16: Duct detectors shall send i—supe/visorysignal only upon activation. (City Ordinance #Z437) 17: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. Nuwork shall commence until afire department permit has been obtained. (City Ordinance #Z437)(|F[9Ul.2) 18: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project, 19: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #Z436and #2437) 20: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition orviolation. 21: These plans were reviewed byInspector S1l. |fyou have any questions, please call Tukwila Fire Prevention Bureau ut(ZO6)S75-44D7. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2OG)43O'93S0 1400 FIRE FINAL 0703 K4E[HEQUIP EFF 1800 MECHANICAL FINAL 0705 REFRIGERATION EQUIP 0701 ROUGH'|NK4E[HAN|[AL 0702 SMOKE DETECTOR TEST CITY OF TUK Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov 0 echanical Permit No. Project No. Date Application Accepted: Date Application Expires: (For offlc 05firja0 MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review, Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION 352304-9093 King Co Assessor's Tax No.: Site Address: 1185 Andover Park West, Tukwila, WA. 98188 Suite Number: n/a Floor: n/a Tenant Name: Habitat for Humanity Store New Tenant: EJ Yes ..No PROPERTY OWNER Name: ICON OWNER POOL 1 WEST LLC Address: 2 N RIVERSIDE STE 2350 CitY: Chicago State: II Zip: 60606 CONTACT PERSON — person receiving all project communication Name: Kelvin Battle Address: 1012 Central Ave S City: Kent State: WA Zip: 98032 Phone: (425) 251-0356 Fax: Email: kelvin.b@pmghvac.com MECHANICAL CONTRACTOR INFORMATION Company Name: Perfoimance Mechanical Group Address: 1012 Central Ave S City: Kent State: WA Zip: 98032 Phone: (425) 251-0356 Fax: Contr Reg No.: PERFOHA I SORT Exp Date: 04/30/2020 Tukwila Business License No.: bus-0992987 Valuation of project (contractor's bid price): $ Describe the scope of work in detail: Replace existing failed 20 ton rooftop gas package AC unit with new unit of same capacity & in same location on roof. 20,500 Use: Residential: New Replacement ...... ..[1] Commercial: New Replacement ........ Fuel Type: Electric__ El Gas Other: HAApplicationstForms-Applications On Linel2016 Applicationslteleenonical Permit Application Revised 1-4-16.docx Revised: January 2016 Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Fumace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm 1 Unit Type Qty Air handling unit >10,000 cfin Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty ire damper Diffuser Thermostat Wood/gas stove Emergency generato Other mechanical equipment Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu Noise: Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can be heard from within a house at night in a residential zone it may not be allowed. For more details, see TMC 8.22 District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 dB(A) 60 dB(A) Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) 65 dB(A) 70 dB(A) *Daytime means 7AM-1 OPM, Monday through Friday and 8A -1 OP 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. Saturday, Sunday and State -recognized holidays. PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules, Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105,3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature:_ 15e. e. Print Name: Kelvin Battle Day Telephone: (425) 251-0356 Mailing Address: 1012 Central. Ave S Kent WA 98032 Date: 01 /21 201.9 City State Zip H:\Applications\Forms-Applications an Line\2016 Applications\Mechanical Permit Application Revised 1-4-16.doex Revised: January 2016 Page 2 of 2 • • • Cash Register Receipt City of Tukwila Receipt Number R19103 _ DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY .. PAID $491.66 M19-0188 Address: 1185 ANDOVER PARK W Apn: 3523049093 $491.66 Credit Card Fee $14.32 Credit Card Fee R000.369.908.00.00 0.00 $14.32 MECHANICAL $458.98 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0,00 $334.03 PLAN CHECK FEE R000, 22,102.00.00 0.00 9 .80 TECHNOLOGY FEE $18.36 TECHNOLOGY FEE R000.322.900.04.00 0.00 $18.36 TOTAL FEES PAID BY RECEIPT: R19103 _ $491.66 Date Paid: Monday, November 18, 2019 Paid By: VAN DOUNG Pay Method: CREDIT CARD 058435 Printed: Monday, November 18, 2019 3:40 PM 1 of 1 SYSTEMS CO TUKWILA ETRAKIT 6280 SOUTV[ENTER 8LVD TUKWIL4' WA 98188 286'433'1870 CITY OF TUKWIL4 Date: 11/18/2019 03:40:09 PM [xsDzT [xno SALE MASTERCARD CARD NUMBER: **********2927 K TKAN AMOUNT: $491.66 APPROVAL [D: 058435 RECORD #: 808 CLERK ID: Laurie Thank you! Customer Copy M SUBMITTAL Project Habitat for Humanity PMG Date Tuesday, August 20, 2019 Contractor PMG Performance Mechanical croup 018a LE CODE D FOR COMPLIANCE APPROVED NOV 25 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 1 8 2019 PERMIT CENTER 20t Unit Project: Habitat for Humanity PMG Prepared By: 08/20/2019 07:12AN 20t Unit Tag Cover Sheet Unit Report Certified Drawing Performance Report Unit Feature Sheet Spec Sheet Packaged Rooftop Builder 1.49u Page 2 of 12 Unit Report For 20t Unit Project: Habitat for Humanity PMG Prepared By: D8/2U/201Q O712AN Unit Parameters Unit Model: 48TCED2482A6-6UU00 Unit Size- 24(20Tons) Volts ' Phase -He rtz: 460'3-60 Heating Type, Gas Duct C0Q- Vertical Supply /Vertical Return Medium Heat Round Tube Plate Fin Coils Lines and Filters GaaUnoGizo- 3/4 Condensate Drain Line Size: 3/4 Return Air Filter Type, Throwaway Return Air Filter Quantity- 6 Return Air Filter Sbs� 20n25x 2 Dimensions (fLinl&Weight Ubj°° Unit Length - Unit VVidth- 7' 2.625^ Unit Height: 4'1.375' — Total Operating Weight: 2439 lb ^~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. Unit Configuration RASmoke Detector Medium Static Option ' Vertical Models Al/Cu 'Al/Cu Electromechanical Controls wmV722OEounnController Temp Ultra Low Leak Economizer w/BumRelief (Vertical Air Flow Only) Standard Packaging 2-Spoodindoor fan motor controlled byVFD Warranty Information 1-Year parts (stdj 5-Yearcompressor parts(std.) 1 0-Year heat exchanger - Aluminized (stcl Nnoptional warranties were selected. NOTE: Please see Warranty Catalog 5O0'0$9for explanation wYpolicies and ordering methods. Ordering Information Part Number Description Quantity 1 48TCED24B246'6U0GU Rooftop Unit Base Unit RASmoke Detector Medium Static Option Vertical K8oda|o Ultra Low leak Temp EoonoXwith hamrelief, VV722Ocontrol. Meets Calf. Title 24FDD&Leak Rates 2Speed Fan Controller (VFD) Packaged Rooftop Builder 1.49U Page 3 of 12 Certified Drawing for 20t Unit Project: Habitat for Humanity PMG Prepared By: 08/20/201 C. 07:12AN CONDENSER COIL II II MOW NOVI U' I. 180,10,1 COR CW4 .MINI EC0N0NI2ER IIIPICAL 11PE1 10P110NALI R0WEIRIC RELIEF (OPTIONAL) INCLUDED WITH EC0N0MI TER POWER E6NAU51 10P110NAL I BACK I 5.318 37-112 (1381 19511 BACK [paw Rote 10 SICW RC04C4QRR Gaa PORN 9X45151 041ER' LEFT SICNAI WANT[ LO UIE NELIIP OP1p1IRRN((EO A,B4O LEFT SHOWN WAN TIF POWER RN10U37 Ora N614(190 POWER ENNAUSI 10P1SONAl1 1'314 HOOD W11H ECONONI2ER POSER ENNAUSI OP1(0NS 45 318 68 14-118 (3581 6.1 F1 11581 VERTICAL RETURN AIR 0U1800R AIR HOOD 10P110NA11 A,B,C 811118 1-1/8 12061 11811 12 118 13291 53 311 113651 19.111 11891 6.111 11$11 68.118 111301 1 6-I12 12191 11611 I711 13791 50 1/2 112811 25 1/2 -- 16491 TOP UNITED 1,6, 60, 1496 1(CHN01009ES I1u(651, n CARRIER Inn 1PI3 OS11I11 IS 19E PI199111 U C8IIIIEI 1191011IIOS 1I0 II 911Ir1IID OPUS 191 Mal (OPOI1(gl S9U111A SCAMPS SILL POI SL 61H10316 SA USI19I71WN1 (AMU (14POIA1101'S TRIM SMUT, 90111151010 99U3 00091933 CA 55114111 5OIS ql (O9S1I19(1 PART PNIMMAICS OR 100011913116 (01141(1. VERTICAL SUPPII AIR 3-1/4 3-118 [831 1981 1 111' D1A 1321 1111018001 FOR AL1 RU BAS[ 616 PIPING CONVENIENCE OUTLET 24-118 (OPTIONAL 2' DIA IS11 HOLES FOR GAS PIPING 16301 A194831 1 I8.111 101 t 1 OUTSIDE AIR POWER ENNAUSI FLOW I0P1I0141) DISCONNECT Jr 10P110N411 PANEL LIFTING HANDLE f VERTICAL RETURN AIR 31 15.118 109 [3841 1259 VERTICAL UPPL1 AIR FRONT 111 112 135951 54314 113901 ENHAUSI FIDE N000 ONDUSi10N AIR IN1A1E N008 CONNECTION SITES A 1 318' DIA 1351 FIELD POWER SUPPI 1 NN0CK0U1 8 3' DIA I161 FIELD POWER SOAP KNOCNOUI C 3 5l8' DIA 1921 FI(10 POWER SUPP11 110CN0U1 D 118' DIA I221 FIELD CONTROL WIRING N01E [ 314'-14 NP1 COND(NS1IE DRAIN f 3/1..11 RPT GAS CO11E0101 I1101 SHOWN) G 11' DIA [221 FIELD C0NTR0l WIRING ANOCNOUI 21 SITE 051.318 6311[ 11561 NOTES: DIMENSIONS ARE IN INCHES, DIMENSIONS 11 I 1 ARE IN MILLIMETERS. 2, & CENTER OF 6RAVI11 NO, DIRECTION OF AIR FLOW DEDICATED VERTICAL AIRFLOW UNIT 24,28 SIZE 1.118 1211 II II9 2-518 1611 TIP RAIL WID1N 38 19611 CONDENSER C011 (21941 RIGHT SHIN 1 OF 3 1411 10/09/13 SIARUE3 10/26/10 48TC 21-28 SINGLE /ONE ELECTRICAL 000LING WITH GAS HEAT 50HE501158 Packaged Rooftop Builder 1.49u Page 4 of 12 Certified Drawing for 20t Unit Project: Habitat for Humanity PMG 08/20/2019 Prepared By: 07:12AN UNIT C��I G[ STD NIT NE1GH1 +< CO PER NE16B1 141 CORNER 1E1GN1 181 CORNER WEIGHT ICI COPPER WEIGHT (D1 C.G. IBS, 96, EIS. B6. 185. KG, IBS, 60, LBB. 116. N r 2 48T(21 ION 1989 904 363 174 540 245 623 283 142 201 46 118 111121 82 716 121051 16 112 11191 I8T(28 NCHN 2116 963 408 186 515 261 661 302 411 214 46 118 111721 62 716 121051 19 f4831 491821 9179 2102 956 414 215 390 111 593 269 S82 265 47 117 112011 11 111 118101 16 112 14191 48T(24 RTPF 2012 912 S58 254 548 249 419 217 181 221 40 5/32 110201 10 I17181 16 112 11191 48115 6097 2241 1021 540 246 556 253 S98 I12 581 261 44 SPB 111331 21 5/6 118191 19 14831 480126 NTH 2197 999 511 259 564 256 528 248 534 243 41 21/32 110581 70 III 111641 If 11631 RM. - ROUND TUBE, PLATE f IN ICOPPER/A0UNI ON - NONA110N IAL04/41(111 + STANDARD UNIT WEIGHT 1S WITH LOW GAS HEAT AND WITHOUT PACKAGING, FOR OTHER OPTIONS AND ACCESSORIES, REFER TO THE PRODUCT DATA CATALOG. 2 a 0 v TOP 9 FRONT UNITED 4A. 1031N TUMMIES 311UO3E, I CARRIER 13271 BIS NttUKIT IS HE P101EIRI 04 EIIIIEI 041051,11011 M0 IS 1(111E1t0 UIDI IN1 III9ISS L04011101 IK11 IXt 349E1111111 101 BE 0111121E0 0411101111011 011111 09!0141101s 1111091190(11 iNESE 01111163 OR SRU0113 t11UTE P131 PEIf0RMMNf! OR TAKE 01 C0411141, 3 0f 3 0109i13 SUIE1EUE 10/26/10 48TC 21-28 SINGLE LONE ELECTRICAL COOLING WITH GAS HEAT 50HE501158 Packaged Rooftop Builder 1.49u Page 5 of 12 • Certified Drawing for 20t Unit Project: Habitat for Humanity PMG Prepared By: 08/20/2019 07:12A111 Service Clearance • ••,.. e C11312 LOCATION' DIMENOON CONDITION A 36—in (914 mm) • Recommended clearancefor air flow and service 8 42—in (1067 mm) • Recommended dearancefor air now and service C i I" (457 41(4' • No Convenrence Outlet • No Economizer • No kid Installed disconnect on economizer hood side (Factory— Installed disconnect Installed) 36—in (914 mm) • Convenience Outlet installed • Vertical surface behind servicer is elect rically non—conductive (e.g.:synod, fiberglass) 42—in (1067 • Convenience install •atm) • Verticalsurface behind' r is electrically conductrve (e.g.:metal, mascrtryl 96—in (2438 mm) • Economizer and/or Power Etaust Installed • Check for sources of nue products Oh 10 feet (3 meters) of economiler fresh air intake 0 42—in (1067 mni • Recommended clearance for service NOTE:Unit not designed to have overhead obstruction. Contact Application Engineering for guidance on any application planning overtiead obstruction or vertical clearances. C,Ini! 54 Packaged Rooftop Builder 1.49u Page 6 of 12 Performance Summary For 20t Unit Project: Habitat for Humanity PMG Prepared By: 08/20/201© 07:12AN Part Number:48TCED24B2A6-6UOGO ARI EER: 9.80 IEER: 11.7 Base Unit Dimensions Unit Length. 141.5 in Unit Width: 86.6 in Unit Height: 49.4 in Operating Weight Base Unit Weight: 2072 Ib Medium Heat. 90 Ib RASmoke Detector: ............ ....... . ...................... ........... .......................... _ ........................... Ib Medium Static Option - Vertical Models: 6 Ib Temp Ultra Low Leak Economizer w/Baro Relief (Vertical Air Flow Only): 246 Ib 2 Speed Fan Controller (VFD): 20 Ib Total Operating Weight: 2439 Ib Unit Unit Voltage -Phase -Hertz: 460-3-60 AirDischarge:... ........... ....... ...... .................. .......................... ..................... __ Vertical FanDrive Type:....................................................................................................................................... Belt Actual Airflow: 8000 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: 57.7 F Evaporator Leaving Air WB' 56.9 F Evaporator Leaving Air Enthalpy. 24.32 BTU/Ib Gross Cooling Capacity: 256.10 MBH Gross Sensible Capacity. 192.60 MBH Compressor Power Input: 19.80 kW Coil Bypass Factor- 0.081 Heating Performance Heating Airflow- 8000 CFM Entering Air Temp: 70.0 F Leaving Air Temp• 99.1 F Gas Heating Input Capacity: 248.0 / 310.0 MBH Gas Heating Output Capacity: 200.0 / 251.0 MBH Temperature Rise: 29.1 F Thermal Efficiency (%): 81.0 Supply Fan External Static Pressure. 1.00 in wg Options / Accessories Static Pressure Economizer 0.08 in wg Total Application Static (ESP + Unit Opts/Acc.): 1.08 in wg Fan RPM. 987 Fan Power 4.96 BHP NOTE: Selected IFM RPM Range: 835 - 1021 Error. Query for sWarning not resolved Electrical Data Voltage Range: 414 - 506 Packaged Rooftop Builder 1.49u Page 7 of 12 Performance Summary For 20t Unit Project: Habitat for Humanity PMG Prepared By: 08/20/2019 07:12AN Compressor #1 RLA• 18.6 Compressor #1 LRA• 125 Compressor #2 RLA• 14.7 Compressor #2 LRA• 95 Indoor Fan Motor Type' MED Indoor Fan Motor FLA• 8.6 Combustion Fan Motor FLA (ea)• 0.3 Power Supply MCA• 50.2 Power Supply MOCP (Fuse or HACK)• 60 Disconnect Size FLA• 52 Disconnect Size LRA: 270 Electrical Convenience Outlet: None Outdoor Fan [Qty / FLA (ea)]: 4 / 0.9 Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Sound Rating: 87.0 db Sound Power Levels, db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 94.2 94.4 95.6 125 Hz 88.5 77.6 87.5 250 Hz 81.2 71.3 84.2 500 Hz 80.6 63.6 84.2 1000 Hz 75.1 58.3 81.7 2000 Hz 73.4 54.2 77.9 4000 Hz 73.1 47.7 73.2 8000 Hz 65.0 36.2 66.3 A -Weighted 82.7 70.8 86.5 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 Packaged Rooftop Builder 1.49u Page 8 of 12 Performance Summary For 20t Unit Project: Habitat for Humanity PMG Prepared By: 08/20/201 S 07:12AN A 95.6 87.5 84.2 84.2 81.7 77.9 73.2 66.3 96.9 Lw B 69.4 71.4 75.6 81.0 81.7 79.1 74.2 65.2 86.5 LwA 63.2 37.0 55.1 39.0 51.8 43.2 51.8 48.6 49.3 49.3 45.5 46.7 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 40.8 41.8 33.9 32.8 64.5 Lp 54.1 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. 2.0 1.5 0.5 0.0 Fan Curve 00 RPM 1200 RPM 10.00 BHP 100 1.220,BPJA- _ 800 •' 70 F..00 7.50BH BHP 400 RPM IIII 0. 11-1-1IIIII t BHP #1 .II#I 1.00 B` :P IIt II BHP I#I I s0 BHP I IIIII#1 P \11111111 IIII1 II 300 RPM 1111### {IIIIIIII 0 2 3 4 5 6 7 Airf ow (CFM - thousands) RPM = 987 BHP = 4.96 Maximum RPM = 1290 Maximum BHP = 11.90 SC - System Curve RP - Rated Point 8 9 10 Packaged Rooftop Builder 1.49u Page 9 of 12 Unit Feature Sheet for 20t Unit Project: Habitat for Humanity PMG Prepared By: 08/20/2019 07:12AN Carrie)). WeatherMaker— 48TC PACKAGED ROOFTOP GAS HEATING/ELECTRIC COOLING UNITS Vertical Supply and Return Air Configuration Only 15. 17.5. 20, 25, 27.5 TONS — (Model Sizes 17, 20, 24, 28. 30) Options Eno -ion -as t end Exn e ;1st Snown 'AURAE CiIMIPLIANT WEATHERMAKER SERIES WeatherMaker (49TC) units are single packaged dedicated vertical airflowgas heating, electric cooling units that are pre - wired and charged with Puron (R-410) refrigerant. They are factorytested In both heating and cooling modes, and rated in accordance with ARI Standard 340,560. Weath erMaker units are designed in accordancewith UL Standard 1995, and listed by ETL. 14.91.15 CERTIFIED.; Certified to ISO 9001 STANDARD FEATURES INCLUDE: • FJnon 03.-4,10.1.)InFC rsfn;erent • ASin,R4E .D.Iener;ycono• • Sono, compresso-s NOnr intems-ne ve..sid oyardsd • 71.1'0•51E:pt co-z osoeclycontro on s' modes • RoLind Uos. °sta.fi condensaroo E on 55 O• ROVSI'Dr, E om'norrin,on-dsiser s 6V5 EEb E. on 17-28 szes, • EER,1 up to 10,8 • IEER's Jo to 12.0 wtn ant2a speed motor' and 12.7 w-tri two spee • Ac.otro7" refn;enent metann; system • Ex: non.cornosys comoosTe condensets pen nr ecconde nos tenn AS141.4.0 Standard 82. s oo'ng des ;n. • $tands rd coo' ng oaerston op to 1154F C45`,0)end down to 33'F(-1rC) smbSrittennosratteres. • Pra-os.ntsi ex:Eno!' osnsa and orrmer-oostsd !Manor oans,s tasted to 530 nOi.lrE sstsorsy ono:sot:on • Fj rIsJ Ets.ic;tb'net • Ens,osrve IC-C, so, d-ststacontro for Orl-DOE'd d gnostcs LEc emorcode des ;netion oJmer,zontrot.o;s:, end eneroy sayno nolo*, fate moto,claay • IndJcad dreftirsenseloornnzstondes4n • Red:indent oss valves wnn JO ED IWO stages. of hsetn • Limp:ass:ire and nran orressJra seton :era:anted. MAINTENANCE FEATURES: • Msiore,=ess oenCsw,rm essy ;no !tend ss • Innoystve easy ate rt,ng, no-stno so,sas on tint *Cass pa na's • Tworinci d saossols retwmE f rters wtn mere I easy ooenino eooess fans and s5de outfAer track • Eel d rrys sveporator.tan motor and p y combnet,ons • t....".'sntre'terrnne; Dos rd fan,: 'Wing simote safety oTtoot V34O'veshootng end smoTed contro' Oox Dna ngemant INSTALLATION FEATURES: • Tnra-ine-hattompo•ae*ent-yospab."ty • Sri_ pointgas end e,actic coins:Lions • Ft,17 penmetir bassr wtoi nn; ad Ple r6 and fon: sats • Cede:Aided vans:ale irfjoys% modea. sos,s; kts !ago:red, STANDARD WARRANTY: • 10-yes r hesteschanger pans- 15-yes pens sts nass stets: oot,on • 5-yesrcomotessor OSts 3-yapartsNoytion crondanserco,` • I-yea:parts • Many ootronetuparades also evanabre OPTION S INCLUDE BUT ARE NOT LIMITED TO: • prern;erLink'm and RTL Coen Lixt ProtoceD reot 0 Contro's (CDC) • sjopy end RetJ r.-; 4,r Smoke Deysotors • mad ;urn and I -eon ststio motors • Louvered condenser ca.rgJards, Menuar Damper.CO2 sensor • Economzer, datoonnaortand conven Ansa outat options • 1-1:tra low 'ask e =nornzer mtri Stsgel A;r VW:1MS system • Starn'essStsel Fast Exchanga•opvon • Corrosion resatent co C costrn • Acoessory 4 Baer tteck essemby (ftel4d on!y) • Hend,-krisrA ale ptve denurndrf;caton systa.m. Mtn F.TPF • Condenserco, mode's any (17 to 28 szes onry) • fn 'gad access peners • Sts;ad A ir VW.Lereea - 2 speed Inc:loxfan rruto., wth V le 9 Frequency Criye (iF0) contro!Sir Far canoes:F.9'7:ton! ani K.:a:ars:rear C Iry vrr. Packaged Rooftop Builder 1.49u Page 10 of 12 Spec Sheet for 20t Unit Project: Habitat for Humanity PMG Prepared By: 08/20/2019 07:12AN Factory Installed Smoke Detector Specification Sheet For Factory Installed smoke detectors on 2-28 ton Commercial Rooftop Units Carrier) Turn to the Experts:. APPLICABLE UNITS: 48150PG, PM, PD 03-28 48/50TC 04-30, 48150HC 04-28, 50TCQ 04-24. 50HCQ 04-12 48/50HE. 50HEQ 003-006 48/5OHJ, TM, TF 004-014 501-1,Ja TFQ 004-012 GENERAL DATA Type: TelAire SuperDuct. 4-wire Photoelectric Sensing detector and controlmodule The Carrier factory installed smoke detector sy stem c omprises a four -ire controller and one or two sensors (Return Air and or Supply Air). Its primary function is to shut donthe rooftop unit in order to prevent smoke from circulating throughout the building. It isnot to be used a a life saving device. Factory inst ailed smoke detectors require no additional sampling tubes to be field inst alle d. SYSTEM DESCRIPTION Controller- The controller include 5 a c ontroller housing, a printed circuit board, and an easily removable clear plastic rover for a ccess to the multiple terminal connections andrelay contacts for conne cti onto fire alann systems, HVAC controls, and other atriliary functions. Aremote test re set Nisual alarm station can be tonne ctedto the controller. Detectors - The detector includes a plastic housing: a printed circuit board, a clearplastic cover, an exhaust tube, and a sampling tub e The exhaust tube and sampling tub e are attached during factory installation The sampling tube varies in leneth depending on the size of the rooftop unit. The clear plastic coverpermits visual insp e ction.snithout havinato disassemble the sensor. The cover forms an airtight chamber around the sensing electronics. For installations using two detectors, the controller does not differentiate which detector signals an alarm or trouble condition. A rapid change in environmental conditions, such as smoke, causes the sensor to signal an alarm st ate but dust and debris a ccumulatedover time do es not. NI. hen the sensor's ability to compensate for environmental changes has re ache dits limit (10 0 dirty), the sensor signals a trouble condition. Air is introduce d to the duct smoke detector's sensing chamber through a sampling tube that extends into the HVAC duct and is dire cte d b a ck int o the ventilation systenthrough an exhaust tube. The difference in air pressure between the two tubes pulls the sampled air through the sensing chamber. \Then a sufficient amount of smoke is detected in the sensing chamber, the sensor signals an alarm state andthe controller automatic ay takes the appropriate action to shut down the unit via the fa ctoryinstalled wiring connections. Additional functions such a s int egrationnith a Building Alami System, a dditional fans andblowers, notify the fire alarm c ontrol p anel, etc, require field niring and configuration. moke sensor module Controller module Fig. 1 - Controller and Detector (Sensor) Modules 1/2 11/1/2008 Packaged Rooftop Builder 1.49u Page 11 of 12 Spec Sheet for 20t Unit Project: Habitat for Humanity PMG Prepared By: 08/20/2019 07:12AIV GUIDE SPECIFICATIONS System Specifications: • System Type: Separate controller and detector modtie5 Four Wire Controller and Detector Photoelectric Sensing Environmental compensationwith differential sensing for reliable, stable, and chift-free sensitivity • Operating environment: Temperature -20 to 1 55.7(-29: to 70: C) Humidity 10 to 93 RH, non.condensing • Magnet -activated test reset sensor switches • Tool -less connectionteminal access • Re c esse d momentary s:sitch for te sting and re settine the detector Table 1 — Controller Terminal Connections Terminal Number Name 2 Reset 3 SUPV Contest COM 4 A e rrn Cohtsst COM 5 ,L.'s++,Contsct ND 5 AUX 1 Contact C.:Ohl 7 AUX 2 Contsot NO 8 AUX 2 Contact NC 9 24V A CIDC, In (+) 10 24V ACID: In (-) 11 Not Used 12 Mut-Shutdown 13 SUP'," Cr'antsct NO 14 SUFI,' Contsot NC 15 REM Alsrm LED Out 16 AUX 1 Contact NC 17 AUX 1 Contact NO 18 AUX 2 Co ntsci. COM 19 18 VD-C Output() 20 18VDC Output-) 753-1 Not used 7E3-2 Not Used N AC NeutrsI L AC Line Controller specifications: Controller shall include: • One set o f normally open alanninitiation contacts for connectionto an initiating device circuit on a fire alarm control panel • Two Form-C auxiliary alannrelays for interface with roo tlop unit or other equipment • One Fomi-C supervision (trouble)relav to control the operation of the Trouble LED ors a remote test reset station • Capable of direct connectiont o two individual detector module s • Can be v,-iredt o up to 14 other duct smoke detectors for multiple fan shut dovai appli c ati ons Wire Size: High voltageterminals: All others: Operating voltages: Operating current: 20-29VDC: 24VAC: 120VAC: 220/240 VAC: LED indicators: Relays Alarm initiation relay: Quantity: Style: Ratings: Auxi lia ry relays: Quantity: Style: Ratings: 10A at 250VAC Supervision (trouble)relay: Quantity: Style: Ratings: Detector specifications: Sensor: Smoke detection method: Airvelocity (min -max): Pressure differential (min -max): Sensitivity: Wire size: Resettime: Power up time: Alarm test responsetime: LED indicators: Turn to the F.)per 12-22 AGW 14-22 AGW 20-29 VAC, 50/60 Hz 120 VAC, 50/60 Hz 2201240VAC, 50/60 Hz 175 mA 500 atA at 50/60 Hz 100 mA, 50 Hz 75 mA at 60 HD_ 53 mA at 50 Hz 40 mA at 60 Hz Red (Alarm) Yellow (Trouble) Green (power) 1 Normally open 2.0A at 30 VDC (resistive) 2 Form C 10Aat 30 VDC. 1 Form C 2.0A at 30 VDC (resistive) 8.70x5.45x1.90 in. Photoelectric 100 -4,000 ft/min 0.005- 1.00 in 0.67 to 2.48 siobsc,,st on,ri 14 to 22 AGW 2 second maximum 8 seconds max 5 to 7 seconds Red (alarm) Yellow (Trouble) Yellow (Dirty) Green (Power) 2/2 11/1/2008 Packaged Rooftop Builder 1.49u Page 12 of 12 DEI DIBBLE ENGINEERS INC MECHANICAL ANCHORAGE CALCULATIONS HABITAT FOR HUMANITY RTU-2 1185 Andover Park W Tukwila, WA Prepared for Performance Mechanical Group Project #19-157/344 November 12, 2019 vl 9-0188 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 25 2019 • City of Tukwila BUILDING DIVISION 11/14/2019 RECEIVED CITY OF TUKWILA NOV 1 8 2019 PERMIT CENTER DIBBLE ENGINEERS INC I 1029 Market Street, Kirkland WA 98033 I 425.82.8.4200 1 dibbleengineers.com DEI DIBBLE ENGINEERS INC REM04 EXISTING 20 TON RIU, STRIG ROOF CURB TO REMAIN. INSTAU. CURB ADAPTER ON EXISTING ROOF CURB. INSTALL RTU ON NEW CURB ADAPTER. Habitat For F umanity RTU-2 #19-1511344 PO LB, 4x8 WAS AHED & CACHED TO EXTIN & 4x8 WITH SIMPSON HU48 EXISTING 2x4 ASREPLACED BY 4x8 ATTACHED TO EXISTING PURUN & 4x8 WITH SWPSON HU48. 2x16x16'-0 THRU BOLTED TO 416. TS 4 24" 0.C. TYP. OF (2) 2x2s. 2x4 0 21-0" 0.C. TYP. 0 ALL BAYS' PARTIAL ROOF FRAMING PLAN • NVAC z 3 a. x FASTEN NEW RTU TO CURB ADAPTER W/ #10 SCREWS. (3) SCREWS EA. END, (4) SCREWS EA. SIDE. (14) TOTAL SCREWS. ASTEN CURB ADAPTER 0 EXISTING ROOF CURB // #10 SCREWS. (3) SCREWS A. END, (4) SCREWS EA. IDE. (14) TOTAL SCREWS. 1 tv.i5rtoc; =a* c 0745 •tht-v-t-1,*.r) -co .v.00ttt7- 1-0 (5Titx iwof 5te.oci VERIFY #12x3" SCREWS @ 12"oc os-t ALLAT EDO 1)5C-A4L DEI DIBBLE ENGINEERS INC Habitat For Humanity RTU-2 #19-157/344 DESIGN CRITERIA 11�12/2019 ATC Hazards by Location . OTC Hazards by Location Search Information Address: 11O5Andover Park VKTukwila, YVAS8188.USA Coordinates: 474446285.422.2553069 Elevation: M Thnemtamp 2019'11'12T22:59:44.837Z Hazard Type: Seismic Reference AGCE710 ost Shelton ~°= Redmond Seattle ' Kent Tacoma PLyallUp Map , Report a map error Risk Category. U Site Class: D IVICER Horizontal Response Spectrum Design Horizontal Response Spectrum 1.48 120 1.08 0.80 0.60 0.40 O.20 0.00 Basic Parameters SS S1 SMS Smi SDS So, Su(g) Period (s) Value Description 1.437 MCEnground motion (pohod=O.2o) 0.535 MCEnground motion (pnhnd=1.0s) 1.437 Site -modified spectral acceleration value 0.803 Site -modified spectral acceleration value 0.958 Numeric seismic design value atV.2xGA 0.535 Numeric seismic design value mt1.0oGA -Additional Information Name Value Description GDC D Seismic design category Fa 1 Site amplification factor suO.2n F, 1.5 Site amplification factor at 1.0s httpo:Hhazardv.mcounciinrg/#/soismic?lat=47.444U285&lnV~'1au.2553OO9&addem=118nAndover Park YY%2CTumwla%2CYw\nO188%2CUSA 1/2 DEI DIBBLE ENGINEERS INC Habitat For Humanity RTU-2 #19-1571344 GRAVITY CALCULATIONS Dibble Engineers Inc. Nate Moore Wood Beam 4KW7;06006102 44:PSiottlet Description : (E) Purlin - Assuming Dense No.1 per UBC 1982 CODE REFERENCES :..ilieg~Siegtei4VRANnesietioXioeneee....tip.MKEtENDINEEKS4RD Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-16 Fb + Fb - Fc - Prll Wood Species : Douglas Fir - Larch (1982) Fc - Perp Wood Grade : No.1 Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling D(0.598) D(0.06 664) Lr(0 15416) 0.1927) 1800 psi 1350 psi 1450 psi 455 psi 95 psi 1200 psi E: Modulus of Elasticity Ebend- xx 1900 ksi Eminbend - xx 580 ksi Density 31.21 pcf 4x16 Span = 23.542 ft Applied Loads Service loads entered, Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load : D 0.0080, Lr = 0.020, S = 0.0250 ksf, Tributary Width = 7.708 ft, (roof) Point Load : D = 0.5980 k @ 11.750 ft, (worse corner load) 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 0.937: 1 Ma 4x16 1,940.36psi 2,070.00 psi +D+S+H 11.771ft Span # 1 0.682 in Ratio = 0.000 in Ratio = 1.084 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Cd C F/V C C ximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 414 >=360 0 <360 260 >=180 0 <180 Design OK 0.800 : 1 4x16 87.40 psi 109.25 psi +D+S+H 0.000ft Span #1 Moment Values C1 C fb Fb Shear Values V fv F'v +D+H Length = 23.542 ft 1 0.469 0,353 0.90 1.000 1,00 1,00 1.00 1.00 +D+L+H 1.000 1.00 1.00 1.00 1.00 Length = 23.542 ft 1 0.422 0.318 1.00 1.000 1.00 1,00 1.00 1.00 +D+Lr+H 1.000 1.00 1.00 1.00 1,00 Length = 23.542 ft 1 0.757 0.640 1.25 1.000 1.00 1.00 1.00 1.00 +D+S+H 1.000 1.00 1.00 1.00 1.00 Length = 23.542 ft 1 0.937 0.800 1.15 1,000 1.00 1.00 1.00 1.00 +D+0.750Lr+0.750L+H 1.000 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 8,59 759.52 8.59 759.52 19.27 1,704.20 21.94 1,940.35 0.00 1620.00 0.00 1800.00 0.00 2250.00 0.00 2070.00 0.00 0.00 1.07 0.00 1.07 0.00 2.70 0.00 3.11 0.00 0.00 30.17 0.00 30.17 0.00 75.95 0.00 87.40 0.00 0.00 85.50 0.00 95.00 0.00 118.75 0.00 109.25 0,00 Dibble Engineers Inc. Nate Moore Wood Beam Uic. #5: 06006102 Description : (E) GLB - Snow load per 1970, min 20psf CODE REFERENCES sgfoulivitc!"".;404wWw***Z.:1Z1t.:'.,.: Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-16 Material Properties Analysis Method : Allowable Stress Design Load Combination ASCE 7-16 Wood Species Wood Grade Fb + Fb - Fc - Frit Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsional buckling : DF/DF : 24F - V4 D(0.598) D 0.164794 Lr(0.470 2,400.0 psi 1,850.0 psi 1,500.0 psi 450.0 psi 165.0 psi 1,600.0 psi 4) S(0.47084) E: Modulus of Elasticity Ebend- xx 1 ,800.0 ksi Eminbend - xx 950.0 ksi Ebend- yy 1 ,600 .0 ksi Eminbend - yy 850.0 ksi Density 31.210pcf 5.5x28.5 Span = 41.167 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load : D = 0.0070, Lr = 0.020, S = 0.020 ksf, Tributary Width = 23.542 ft, (roof) Point Load : D = 0.5980 k @ 4.125 ft, (RTU Corner, worse) 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 0.981: 1 5.5x28.5 2,306.03 psi 2,349.87 psi +D+S+H 20.43311 Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 1.602 in Ratio = 0.000 in Ratio = 2.302 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN Ci Cr 308 >=240 0 <240 214>=180 0 <180 Moment Values Ct C M fb Design OK 0.646 :1 5.5x28.5 122.60 psi 189.75 psi +D+S+H 0.00011 Span # 1 Shear Values F'b V fv F'v +D+H Length = 41.167 ft 1 0.380 0.269 +D+L+H Length = 41,167 ft 1 0.342 0.243 +D+Lr+H Length = 41.167 ft 1 0.903 0.594 +D+S+H Length = 41,167 ft 1 0.981 0.646 +D+0.750Lr+0,750L+H 0.90 0.851 0.851 1.00 0.851 0.851 1.25 0.851 0.851 1.15 0.851 0.851 1.00 1.00 1.00 1.00 1,00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 43.35 43.35 143,08 143.08 698.64 698.64 2,306,03 2,306,03 0.00 1839.03 0.00 2043,36 0.00 2554.20 0.00 2349.87 0,00 0.00 4.18 0.00 4.18 0.00 12.81 0.00 12.81 0.00 0.00 40.01 0.00 40.01 0.00 122.60 0.00 122.60 0.00 0.00 148.50 0.00 165.00 0.00 206.25 0.00 189.75 0.00 • Habitat For Humanity RTU-2 DEI DIBBLE ENGINEERS INC #19-157/344 LATERAL CALCULATIONS DIBBLE EyU/—|NEERC` INC Proiect: Pmieo#: QdtL Habitat for Humanity RTU2 1o4o7m** moM 11/12/2019 Mechanical Lateral Analysis: RTU'2 Existing Curb +oStructure Type = Air -side HVAC.fans, etc. (13f-1) Unit and Attachment Information VVn= 3162 |bu Unit(s)VVeight L= 141.50 in Unit Length VV = 86.38 in Unit Width H = 48.25 in Unit Height hvurb= 28.00 in Total Curb/AdopberHmight Building Dimensions h 20 ft Mean Height of Roof Seismic Design Forces (13.3) Seismic Design Cat. D Soo= 0'958 Q mp= 2.5 (13.6'1) R�= 6 (13.6-1) |n= 1 (13113) z = 20 ft Height in Structure of Point ofAttachment h= 20 ft Average Roof Height ofStructure z/h= 1.00 FP = 8'48Wp 1515 lba (13.3-1) 4847 lbm (13.3-2) 809 lbs (13.3'3) D0= 1.0 F..*oxIZ= 1518 |bo F..VERT= 606 |bm DIBBLE ENGINEERS INC Project: Project #: Date: Habitat for Humanity RTU2 344 NDM 11/12/2019 Wind Design Forces V = 110 mph (26.5-1) Exposure Category B (26.7.3) K, = 0.62 (29.3-1) Kit = 1.00 (26.8.2) Kd = 0.95 (26.6-1) qz = 18.2 psf (29.3-1) GC = 1.90 (29.5) Af = 47.4 ft2 (29.5) Fh = 1644 Ib (29,5-2) qz = 18.2 psf (29.3-1)- GCr = 1.5 (29.5.1) Ar = 84.9 ft2 (29.5.1) F, = 2322.8 Ib (29.5-3) Overturning Geometry w = 77.7 in Overturning Moment Arm Cgx = 70.8 in Origin to Unit Center of Mass along 'L' Cgy = 43.2 in Origin to Unit Center of Mass along 'W' Cgz = 52.1 in Connection to Unit Center of Mass Governing Forces Force MRemain (Ib-in) Mag. (Ibs) ASD Load Combination Compression 1581 1.0D Tension -19611 -252 0.6D + 0.6W Shear 1060 D + 0.7E Anchorage Critical Anchors Total Anchors 3 (Each Side) Example Unit Anchor Layout 6 Anchor Tension -84 lbs Anchor Shear 177 Ibs Use #10 TEKs Capacity (3) #10 TEKs in Ten = 250 OK (6) #10 TEKs in Shear = 388 OK DEI DIBBLE ENGINEERS INC Habitat For Humanity RTU-2 #19-1571344 APPENDIX Certified Drawing for 20t Unit Project: Habitat for Humanity PMG Prepared By: 07:12AN 08/20/2019 [CON0NINER IIIPICAL TYP[I 10PTION411 BANONEIHIE RR' 10P110NAL I ['WADDED KITH EC0NC1112ER POWER EXHAUST (OPTIONAL I BACK 3 318 (1381 BACK i6elels R 9t0199 TO. s1r10 [CO414[8 016 PDNP [AWD61 0811886 LEFT SI[A111 NIIN 11E IDRDRj1N6 Mir CWipl 161011[0 LEFT SIOWA NI4N of MP [NMI 00041161411E0 31 U2 19511 MEN ENHANS [OPTIONAL) 4.311 11221 IEID ELECTRICAL DISCONNECT LOCATION 9-310 12391 45-3/8 111511 68 111211 13581 VER11C RETURN 1-118 N (C0N0N11ER %H0S1 09110113 B 6-I [1581 NITD00R AI NW) 10P110NA1 8.118 1206) 12.118 13291 24-118 16301 53-314 113651 6-1/1 11 6 12191 11 118 [3191 S0-142 112841 ONVERIEKE OUTLET (OPTIONAL) 25 112 (6491 TOP UNITED 4.0. NDP ODN TECNND2041(51900E414. P1 CARRIER ❑I91 r11Y Da9Stl1 IS II P108E171 or 61111E91ORM0R11101 IW 11 0111vpDD 0000 LIP EIMNSS 1,3111101 MT IR COMICS ELL Ipl 11 DISft0S1D 01011011r1RR1 (IOU, 1019011101'S 1111129119111. i0I51 0141114 p1 DUWI11s II1(10 11111109001111E (0 r1NI 1! WW1, 114 3.11E 83) 1981 1(4' DIA 1321 NN0160U1 FOR ALT 1NRU BASE SAS PIPING ' DIA 1311 POLES FOR GAS PIPING S4 314 113901 CONNEC110N 11223 A 1 318' DIA 13S] FIELD POWER SUPPEI NN0C90U1 B 3' DIA 1161 FIELD P09ER SUPPLY NNOCAOUT C 3 548' DIA 1921 FIELD POWER SUPPLY ANOCWOU1 8 118' DIA 1221 FIELD CONTROL WIRING NOTE 1 311'.14 817 CONO[NSA1E P5818 F 314'-14 NPT GAS CON N(CT10N [NOT SHOWN[ G 118' DIA E221 FIELD C0N1ROl WIRING 0ND)90U1 UNIT 21 SIEE 49.3t8 28 SIN 51.348 114561 NOTES; 1, DIMENSIONS API 1N INCHES, DIMENSIONS 1N I I AR[ IN MILLIN[TERS, 2 Q CENTER OF GRAVIT9 DIRECTION OF AIR Fl091 DEDICATED VERTICAL AIRFLOW UNIT 24,28 SIZE 1.1 /8 19 I4B3) 18 111 II 241 OUTSI AIR MN ETHIC FLOW (OPTIONAL) 0N1R 80N PANEL FILTER D00 01l INDOOR BLOWER ACCESS PANEL A 1 COWDEN INLET RIME "H" DISCONNECT J (OPTIONAL) PANEL LIFTING —1 NANDLE NER11CAt RETURN AIR SO 1/2 112031 15-1 /8 13841 0-114 2591 VERTICAL SUPPLY AIR FRDNT 141 112 135951 %NAOST FIDE N00D ONBUS1(0N AIR [NEAR( HCOD CONDENSER C011 h29LII 1111 06 318 12194) RIGHT OF 3 01091 ED 1?6110 48TC 21.28 SINGLE LONE ELECTRICAL GOOFING WITH GAS HEAT 50HE501158 Packaged Rooftop Builder 1.49u Page 4 of 12 Certified Drawing for 20t Unit Project: Habitat for Humanity PMG 08/20/2019 Prepared By: 07:12AM wil OUTDOOR COIL TYPE STO UNIT NET NT 4 CORO 11116111 1A1 CO MLR VII6NT IV CORNER WEIONT (C1 CONNER 111(1661 IDI (.6. IBS. NG. 1135. 66. LBS. 116. OS, NG. 185. 116, 8 1I 461621 NIA 1989 901 580 111 510 215 623 283 142 NI 46 1/8 111721 82 1/6 121031 16 1/2 14191 1811211 06 2118 983 108 166 575 261 661 392 411 211 46 1/8 111721 82 718 121051 19 11631 161(21 RIPE 2102 956 474 115 390 171 593 269 362 165 17 112 112011 11 1/1 118101 16 I/O [1191 48TC21 RTPF 2012 142 506 221 548 219 119 ill 401 221 44 5132 110101 10 111781 4191 +37625 ME 2217 1021 540 216 556 251 596 212 561 NI 64 518 181231 /1 5/0 [1619] 19 11631 ' 481C16 Riff 2111 999 1 259 564 256 526 1 210 534 213 11 21/32 00541 10 1/1 111841 19 11631 RTPF • NOM THE, PLATE .11 (COPPER/ALM KIX - 40111101 14104/4011 4 STANDARD UNIT WEIGHT IS WITH LOW GAS NEAT AND WITHOUT PACKAGING. FOR OIHER OPTIONS AND ACCESSORIES, REFER TO THE PRODUCT DATA CATALOG, Existing Unit: Base Weight: 2150 Ibs. Economizer 152 Ibs. Roof Curb 192 Ibs. total: 2494 Ibs. New Unit: Base Weight: 2247 Ibs Economizer 246 Ibs Power Exiaust 125 Ibs Curb Adapter 352 Ibs Roof Curb: 192Ibs Total: 3162Ibs CORNER A Y 141112 H.O TECN1101.061[S STIHISIII, IT CARRIEB THIS ANUAIIT IS THE PIOPIIIT LA IPA 11 KII5EII0 VIM THE !PIM LOIDITIN 441149 !MITI IIILL 4144 AISCLOSIA 010 VITRO (1111E1 Cl4l0I41104(l9IllLN CONSUL 110415(1(104111400911110004 COCURITS 411510111451111111419711114414024 ACCEPTAIIE OF CORRICI, CORNER B CORNER D LI TOP CORNER C FRONT SHIET 3 OF 3 BATE 09/ SARUM 10/26/10 48TC 21-28 SINGLE /ONE ELECTRICAL COOLING WITH GAS HEAT 50HE501158 Packaged Rooftop Builder 1.49u Page 5 of 12 Notes: 1,1.5" ADDED TO OLD CURB O.D 2, MATERIAL: 16 ga. GALVANIZED STEEL 3. GASKET PROVIDED WITH CURB 4, INSULATION: 1" 1 112 LB DENSITY 13511116" 16" 115 1116" CURB SHOWN IS CDI STANDARD CONFIGURATIONCDI RESERVES THE RIGHT TO CHANGE LAYOUT WITHOUT NOTIFICATION, IF CURB IS NEEDED IN A DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED PRIOR TO PLACING AN ORDER. DIMENSIONED AND TOLERENCED PER ANSI Y11.5414982 EXISTING CURB LAYOUT 113 9116" REVISIONS REV. DESCRIPTION DATE APPROVED INITIAL DRAWING 10/19/10 SRP \////) :%40/ RETURN AIR SUPPLY SUPPLY RETURN 791116' 313/4" 2114" 44 318" 46 318" 19 318" 80518" 16" 80 9116" CURB WEIGHTIWS) APPROVALS DATE "VERIFY EXISTING CURB OD *VERIFY SUPPLY AND RETURN OPENINGS *NOTE ANY CHANGES *CALL WITH ANY QUESTIONS *FAX BACK IF DRAWING IS OK AS IS 351.92 spickar 101tf$0101NRIMSE SPE047,, i(AEANCEI ANF: A:1A, XI;PBf AAa:"i xlr:eoi 00::111 Friday, November 19, 2010 c 38:18 AM PILE: 1.6540.4158 QUOTE #: AMMAR ASFDLLCA 100M 1tSARmn) 11560 TYLER ST NW CDIELK RIVER, MN 55330 (763)391.7790 (763)391.7851 FILENAME: DRAWING No.: 1.65404158 SEALEt 1:30 SXEET: 1 of 3 0 PERMIT WORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0188 PROJECT NAME: HABITAT FOR HUMANITY STORE SITE ADDRESS: 1185 ANDOVER PARK W DATE: 11/19/2019 X Original Plan Submittal Response to Correction Letter DEPARTMENTS: fiC) tC\N tWini Building Division 1111 Public Works Revision # before Permit Issued AtA Fire Prevention Structural Revision # after Permit Issued Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable E (no approval/review required) DATE: 11/21/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: 12/19/2019 Approved with Conditions ri Denied (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 0 StaffInitials: 12/18/2013 0 Yia;hinrytm� \lair Ihpar t71 e Jlabor & Industries (https://Ini.w Contractors PERFORMANCE HEATING & A/C INC Owner or tradesperson Principals MILLER, DANIEL E, PRESIDENT ERDAHL, DARRIN, VICE PRESIDENT GOWIN, RICHARD L, VICE PRESIDENT (End: 04/26/2011) GOWIN, CONSTANCE F, VICE PRESIDENT (End: 11/15/2007) Doing business as PERFORMANCE HEATING & A/C INC 1012 Central Ave S KENT, WA 98032 425-251-0356 KING County WA UBI No. Business type 600 601 386 Corporation Governing persons DARRIN P ERDAHL DANIEL E MILLER; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no. PERFOHA15ORT Effective — expiration 12/30/1985— 04/30/2021 Bond DEVELOPERS SURETY & INDEM CO $12,000.00 Bond account no. 748802C Received by L&I Effective date 11/27/2007 10/01/2007 Expiration date Until Canceled Insurance Valley Forge Ins Co $1,000,000.00 Policy no. 6076086758 Received by L&I Effective date 04/26/2019 04/28/2019 Expiration date 04/28/2020 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. HVAC EQUIPMENT SCHEDULE TAG MFCR. DESCRIPTION MODEL N0. NOMINAL TONS CAPACITIES - BTUH HEATING TOTAL COOLING SENS. COOLING AFUE% EER LEER CFM E.S.P. FAN BHP ELECTRICAL VOLTS PHASE MCA MOCP SOUND dB(A) WEIGHT (LBS,) OUTSIDE AIR (CFM) REMARKS R7ZI-1 CARRIER ROOFTOPPACKAGECOOLING/GAS HLATUNIT I 48TCED249246 1 20.0 248bW 256,100 192,600 81% 9.8 11.7 8" L0" 4.99 460 30 50.2 60 87 *3162 -15%(1200OW) WITHECONOMIZER REMOVE EXISTING 20 TON RTU. EXISTING ROOF CURB TO REMAIN. INSTALL CURB ADAPTER ON EXISTING ROOF CURB. INSTALL NEW RTU ON NEW CURB ADAPTER. 48 WAS ADDED & ATTACHED TO EXISTING GLB & 48 WITH SIMPSON HU48 EXISTING 2x4 WAS REPLACED BY 48 ATTACHED TO EXISTING PURLIN & 48 WITH SIMPSON HU48. 2xl6xl6'-O" THRU BOLTED TO 416. BOLTS 0 24" O.C. TYP. OF (2) 2x12's. 2x4 ® 2'-0" O.C. TYP. 0 ALL BAYS PARTIAL ROOF FRAMING PLAN - HVAC l/ " �1 Z4LEI/8"-1'0" a D 1ON10" WC DD POST TYP. 77 6x28 GLB, TYR. I/ �x —J z J o- a a SCOPEOFWORK: CODENOTES.' REPLALEFAILINGEXI577NG20 TON ROOFTOPPACKAGEUNIT WITH NEW20 TON ROOFTOP 1) SEAL DUCTSPER W. SE.0 SECTION C403283 PACKAGEUNIT(GAS/ELECIRIC) IN54MELOCA77ON, A55HOWN. INSTALL NEWUNITONNEW ROOF CURBAOAPTERATTACHED TOLXISTINGROOF CURB. PROVIDESEISMICFASTENINGPER EQUIPMENT DETAIL, ASSHOWN.RECONNECTNEWUNIT TOStISTINGSUPPLYANDRETURN 2)INSULATEDUCTWORKPERW.SECSECTION C403.2.8.2 DUC77NGS, LINE VOLTAGE& LOW VOLTAGEPOWERSUPPLY, VTILTTYPIPING 8 NATURAL GAS 1177=5, 3) PROVIDEECONOMIZERPERW.SEC SECTIONC4033 4) A 110VC0NVENIENCEO117LET5H,4LL BEW1771IN25'-0'0F0U7VO0R EQUIPMENTPERLMC. SECTION306. 5) ROOFACCESS TOE01ARMENT TO COMPL YWITH I.M.C. SECTION306 6) THERMOS TATTOCOMPLYW/SEC TON 0403.24OFW.SE0. CURB ADAPTER W #10 j SCREWS. (3) SCREWS EA. END, (4) SCREWS EA. SIDE. (14) TOTAL SCREWS. CA1tK1�. 2.7U MIDLAND DRIVE I e NORTH R V I �g1k D 41-:1 Ago I I I Qj I _ ' RECEIVED CITY 01: TUKWILA NOV 1 8 2019 SEPARATE PERMIT j REQUIRED FOR: I Mechanical PERMIT CENTER W QQ I • Electrical Plumbing i Gas Piping City of Tukwila BUILDING DIVISION � I t115'-0° I I I • 148'-0" [� w 3 o,J • ¢ I Y LJ to 3 I • RTU-2: 87.0 dB(A)11 Q � e I O U) • soon :Ian ev ev. I Z . I Q Z I I a Z • I J Z I �- Q W I I V W LU 0 2 06 D FOR _ I REVI E I C E CO 4PLIANCE 00 • F I Ee F-- 1-0 APPR VED 00 Pa11o. Ilka' 1�. _ g NOV 2Go IAd - _� _ i itY Of kwila BU LDING IVISI N SOUTH 0 - �. C0 I-- —� TRILAND DRIVE — > C SITE PLAN O"Q = E a SCALE.1"= 50-0" _> !r L O HABITAT FOR HUMANITY STORE N 1185 ANDOVER PARK WEST Q PARCEL NO.: 00 352304-9093 LEGAL DESCRIPTION: POR OF NW 1/4 OF NE 1/4 OF SEC 35-23-04 TOW DATE: 11/15/19 POR OF SW 1/4 OF SE 1/4 OF SEC 26-23-04 - BEG y,r„ DRAWN: KB NE CDR OF NW 1/4 OF NE 1/4 OF SEC 35-23-04 TH N 87-44-08 W ALG N LN OF SD SEC 30 FT TO W MGN OF ANDOVER PARK WEST & TPOB TH S 01-51-39 W ALG n�� ��+ ENGR: KB SO W MGN 681.34 FT TH N 87-55-02 W 270 FT TH N wot- c oxtb 01-51-39 E 682.19 FT TH N 01-51-39 E 114.81 FT 1 N%..d APPVD: F,p To 4 tN TH S 87-55-02 E 270 FT TO W MGN OF ANDOVER PARK I IWEST TH S 01-47-29 W ALG SO W MGN 115.66 FT TO ' JOB NUMBER: 1STf t+ xs SC¢U1r1 U¢ TPOB LESS POR FOR ACCESS RD 00 w ¢.K . I ®', 115072 SEISMIC ATTACHMENT DETAIL VICINITY MAP O"Q NOSCALE NOSCALE -- -- SHEET 1 OF 1 Pt�Lo C otlw