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Permit M14-0002 - MASTERCRAFT - ROOFTOP AIR CONDITIONING UNIT AND RESTROOM FANS
MASTERCRAFT 12628 INTERURBAN AVE S M14-0002 Parcel No: Address: 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 MECHANICAL PERMIT 0004800003 Permit Number: M14-0002 12628 INTERURBAN AVE S 120 Project Name: MASTERCRAFT Issue Date: 1/29/2014 Permit Expires On: 7/28/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: GATEWAY OLYMPIA INC PO BOX 4900 #207 , SCOTTSDALE, WA, 85261 JEREMY MOELLER PO BOX 3205 , KIRKLAND, WA, 98083 C F M HEATING AND COOLING INC PO BOX 3205 , KIRKLAND, WA, 98083 CFMHEHC969CD Phone: (425) 821-1293 Phone: (425) 821-1293 Expiration Date: 2/4/2014 DESCRIPTION OF WORK: INSTALL 1 NEW ROOFTOP AC UNIT WITH DUCTWORK AND DIFFUSERS, ADD 2 NEW RESTROOM EXHAUST FANS FOR TENANT IMPROVEMENT Valuation of Work: $10,000.00 Type of Work: NEW Fuel type: GAS Fees Collected: $324.28 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: TUKWILA Sewer Distric: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Permit Center Authorized Signature: Date: V1 H I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: A" Date: aZillY Print Name: CJ .yAide/tor 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: ***MECHANICAL PERMIT CONDITIONS*** 2: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 3: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1800 MECHANICAL FINAL 0701 ROUGH -IN MECHANICAL CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. V\ Opp,, Project No. Date Application Accepted: Date Application Expires: (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION Site Address: 12-4326 Snterurban Ake 5 Tenant Name: MASferCret--1- PROPERTY OWNER Name: Ga & )ay OIymp�c 2nc. Address:?Q �K 91V *Zo7 City: l0/4)41S&ttQ State: 14Z Zip: 95201 CONTACT PERSON — person receiving all project communication Name: Dire my MoeI er Address: re,. uo>< 3,05 City: KY 1 .` r State: ivel Zip: g8003 Phone:'jz-- 821- /2q3 Fax: i(25, 3/_6t(_15 Email: -?re F �C� C m-p((etGK_ CAM King Co Assessor's Tax No.: Oon'/ O 0003 Suite Number: 12 Floor: New Tenant: Ej Yes ❑ ..No MECHANICAL CONTRACTOR INFORMATION Company Name: CFM `1 _ J;� Cl+T' Qto COD It/1 C, Address: 6% 3o, •J �0. City: (i ; r Han(' State:ii.A Zip:0�,3 d/213 Phone:'(-8zi-Fax: erZ5--(9ZI-13(/3 Contr Reg No.:CFMNf0Gybq(D Exp Date:,e4rci0 Tukwila Business License No.: Valuation of project (contractor's bid price): $ l o/ 000 Describe the scope of work in detail: y-0441) ' aew rob-F ' C 00a1- d S1t.afk I �� MU St chic( 2 flew r�roa vv exhct.t,,7 n 5 -Co( T- 1 _ AM �i Use: Residential: New Commercial: New Fuel Type: Electric ❑ o Replacement Replacement Gas 1)33 Other: H:\Applications\Forms-Applications On Line \2011 Applications'Mechanical Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page I of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <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 cfin Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat r Wood/gas stove Emergency generator Other mechanical equipment Boiler/Compressor Qty 0-3 hp/I00,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT 1 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 0 R OR AU ORIZED AGENT: Signature: Print Name: Mailing Address: U elrer�y /�etr Pe. ax ' 32-05 H:\Applications\Forms-Applications On Line\201 I Applications\Mechanical Permit Application Revised 8-9-I l.docx Revised: August 2011 bh Date: 01"a-I Day Telephone: g25-- ezi - /223 Kvk1J 10,E %Qo 5 City State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT I QUANTITY I PAID $324.28 M14-0002 Address: 12628 INTERURBAN AVE S 120 Apn: 0004800003 $324.28 MECHANICAL $311.81 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 $32.50 PERMIT FEE R000.322.100.00.00 $216.95 PLAN CHECK FEE R000.322.102.00.00 $62.36 TECHNOLOGY FEE $12.47 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R553 R000.322.900.04.00 $12.47 $324.28 s«. Date Paid: Thursday, January 02, 2014 Paid By: CFM HEATING AND COOLING INC Pay Method: CHECK 8066 Printed: Thursday, January 02, 2014 3:46 PM 1 of 1 CPSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Projec3• Type of IO,spection: rtNsPs1.. - a<hi1n-tA/ iNtA i .0.. k. Address: _ I 2. V .t i u/ b ..t Date Called: Special Instructions: ` Date Wanted: I— 3 a—!'4 gequester: Phone No: DApproved per applicable codes. COMMENTS: (91.01teik_ rlyve4-2( c2), y- it 0: Corrections required prior to approval. Date: l- 3c-PI RE PECTION FEE R QUIRED. Prior t� next inspection, fee must be pai. at 6300 Southcente Blvd., Suite 10 Call to schedule reinspection. 11/27/2U13 O9:32 FAX 425 821 1343 CFM HEATING & COOLING 0001/002 CFM HEATING & COOLING, INC. PO Box 3205 Kirkland, Washington 98083 Phone: 425-821-1293 Fax: 425-821-1343 Project: AIR OUTLET — TEST REPORT Location H.V.A.C. System or Unit: Outlet Manufacturer: AREA SERVED No. OUTLET TYPE SIZE DESIGN CFM PRELIMINARY CFM FINAL CFM TEST DATE: 1 ' 3 0 - / 9 READINGS BY: 3:6 V.N- PAGE 1 OF 3 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 9 2014 City of'Tukwila BUILDING DIVISION SUBMITTAL Project Mastercraft Date Monday, December 16, 2013 Contractor CFM Heating HEATING t4L40001 NC RECEIVED CITY OF TUKWILA JAN 0 2 2014 PERMIT CENTER Table Of Contents Project: Mastercraft Prepared By: 12/16/2013 11:35AN 3t Unit 3 Unit Report 4 Certified Drawing 5 Performance Summary 8 Unit Feature Sheet 11 Spec Sheet 12 Packaged Rooftop Builder 1.39d Page 3 of 13 3t Unit Project: Mastercraft Prepared By: 12/16/2012 11:35AM 3t Unit Tag Cover Sheet Unit Report Certified Drawing Performance Report Unit Feature Sheet Spec Sheet Packaged Rooftop Builder 1.39d Page 4 of 13 Project: Mastercraft Prepared By: Unit Report For 3t Unit 12/16/201 11:35AN Unit Parameters Unit Model. 48TCEA04A2A5-0A0A0 Unit Size. 04 (3 Tons) Volts -Phase -Hertz: 208-3-60 Heating Type. Gas Duct Cfg: Vertical Supply / Vertical Return Medium 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. 2 Return Air Filter Size: 16 x 25 x 2 Unit Configuration Medium Static Option AI/Cu - AI/Cu Base Electromechanical Controls 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' 8" Unit Height: 2' 9.375" ••• Total Operating Weight: 670 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 1 48TCEA04A2A5-0A0A0 Rooftop Unit Accessories CRECOMZR020A02 Vertical EconoMi$er IV with solid-state controller 1 CRRFCURBOO1A01 14-inch Tall Roof Curb 1 Packaged Rooftop Builder 1.39d Page 5 of 13 Certified Drawing for 3t Unit Project: Mastercraft Prepared By: 12/16/201 11:35AN NOTES: 1. DIMENSIONS ARE 'N INCHES, DIMENSIONS IN 1 I ARE IN HILLINETERS. 2. ® CENTER OF GRAVITY 3 DIRECTION OF AIR FLOW UNIT 48TC-A04 33 3/6 18471 18 5/8 INT2] 48TC-A05 33 3/6 38471 14 7/8 13711 48TC-A06 33 3/8 14 7/8 18471 13171 48TC-A07 3/8 41 110511 14 7/8 13711 - FILTER ACCESS PANEL IIIHII-LESS) -• COMP ACCESS PANCL CONDENSER COIL INDOOR COIL ACCESS PANEL PPNs_ e1• BACK CONDENSER COIL OPTIONAL FACTORY INSTALLED CONVENIENCE OUTLET 3 3/4 1951 -- 46-3/4 111871 LEFT 2-5/8 -1 1611 TIP CURB WIDTH 44 4-5/8 11181 ELECTRICAL DISCONNECT LOCATION 19-I/2 14941 11681 16 1/8 14591 16-1/8 14-I/4 12-1/4 14111 1363, 13121 OPTIONAL FACTORY INSTALLED DISCONNECT 32 1 /E 18181 UNITED P,O, ROC INNS TECHNOLOGIES uPKUAN.E, IT CARRIER IUR1 THIS MOMENT IS INC PROPER,' OF CARRIER CORPORATION AND IS DELINEIED UPON EN] EIPRESS COROIIION INAE THE CDNlF Ni3 WILL NOI 0[ OISClOSID OR US[0 IITXWI CARRI EA ORPOIAIIOR'S METIER CORDER, 4UDMISSION 01 INESE DPAW/NOS OR OOCUNENIS DOES ND1 CORSIIIUIE PART PEYIORMANCE OR ACCEPIAUE Or CORIWACT. 33 3/8 16481 25-5/8 16521 ^ RETURN AIR E ALT. — CONDENSATE DRAIN OPENING IN DASCPAN SEE THRU THE 6 1/4 BASE CHAR1 . . ;151/L 16361 CON1RO1 HOX ACCESS PANEL 30 1/8 17641 16 14051 10.7/8 AM 12771 REIUAN AIR 26-1/2 29 3/8 16731 11471 SUPPLY AIR Iy\ 4 FLUE I1000 11001 TOP - 8-3/8 4 3/8 116881 FRONT I2131 12-1/8 13071 18-I/2 I4'E01 3-3/8 /851 11-3/8 12691 6-1/8 11551 CONNECTION SIZES A 1 3/8' 1351 DIA FIELD POWER SUPPLY HOLE B .' 1501 DIA POWER SUPPLY KNOCKOUT C 1 3/4' 1511 DIA GAUGE ACCESS PLUG D 7/8' 1221 DIA FIELD CONTROL WIRING HOLE 1 3/4'-I4 NPT CONDENSATE DRAIN F 1/2T-14 NPT GAS CONNECTION G 2 1/2 ' 1641 DIA POWER SUPPLY KNOCK-OU1 Il/EU-THE-DASE CHART THESE IN3LFS REQUIRED FOR USE CRDTMPWROOIA01, 0D3A01 THREADED WIRE REO'D (HOLE CONDUIT SIZE USE SIZES ,MAX.) W 112' ACC. 7/8" 122.2] X Il2' 24V 7/8' 122.21 Y . 314. 1001.0031 POWER 1 1/8" 128,41 2,4 10031 1/2' FPT 545 1 3/16' 130.01 FOR '1NRU-THE-BASEPAN' FACTORY OPTION, FITTINGS FOR ONLY A.Y. 6 2 ARE PROVIDED SELECT EITHER 3/4' OR 1/2' FOR POWER. DEPENDING ON WIRE 517E 10011 PROVIDES 3/4'• FPI 1NRU CURB FLANGE A FITTING. 10 112 12651 E STD —i CONDENSAi DRAIN — 1 I 1 o 25-1/e 16381 RETURN AIR '^ 1623// 4LY1 SUPPLY AIR L J1321 FILTER OUTSIDE AIR 21 1/N 15391 6-S/B t 7 1168] 11771 I 26 3/4 16811 31 1/4 17931 t 6 0521 SUPPLY ALAAllh AIR RIGHT Jr BAROMETRIC RELIEF FLOW SNEER 1 OF 2 DATE 11-24-08 BUPERCEOES 09-29-08 48TC 04-01 SINGLE ZONE ELECTRICAL COOLING WITH GAS HEAT 48TM500993 15.0 Packaged Rooftop Builder 1.39d Page 6 of 13 Certified Drawing for 3t Unit Project: Mastercraft Prepared By: 12/16/201 11:35AN UNIT STD. UNIT WEIGHT CORNER WEIGHT (Al CORNER WEIGHT IBI CORNER WEIGHT ICI CORNER WEIGHT (DI C.G. HLIGNT CBS. 6G. L8S. 6G. LBS. KG. LBS. 6G. LBS. KG. 6 T 7 481C-404 483 219 III 50 125 57 131 59 116 53 39 [9911 23 I5841 16 3/8 f4161 481C-A05 531 244 124 56 139 63 145 66 129 59 39 (9911 23 15841 11 1432) 481C-A06 569 258 131 59 147 67 154 70 137 62 39 [9911 23 15841 17 1/4 94381 487C-007 652 296 150 68 169 76 176 80 157 71 39 [991] 23 [584] 20 1/8 [5111 CORNER A TOP �` l BOO I L J: : OOP FRONT UNITED Y.O. OOP 4DDD TECHNOLOGIES SNRACDSC. CARRIER 13221 IRISSS OELI0EREU UYON 80ESESYRESSCCONDI8SOR4T0401I0E CONTENTS NILL NOT BE DISCLOSED OR USED WITHOUT CARRILR CORVOEATION'S WRITTEN CONSENT. WES SPOT RC0Y51I IUr)RY4R1RPERPORWRNCE 5OR5 ACC[YIAE[f Of COYIRAC I. CORNER 8 CORNER C SKI DA1 SUYEWC[DES [48TC 04-07 SINGLE ZONE ELECTRICAL 2 OF2 11-24-08 T 09-29-08 COOLING WITH GAS HEAT 48TM500993 5.0 Packaged Rooftop Builder 1.39d Page 7 of 13 Certified Drawing for 3t Unit Project: Mastercraft Prepared By: 12/16/201 11:35AN ROOF CURB ACCESSORY A CRRFCURBSO1AO1 14. (3561 CRRFCURBOD2A01 24' (6101 11 15 14 NOTES: 1. ROOFCURB ACCESSORY IS SHIPPED DISASSEMBLED. 2. INSULATED PANELS: 25.4111 THK. POLYURETHANE FOAM. 44.511-3/41 # DENSITY. 3. DIMENSIONS IN [ ARE IN MILLIMETERS. 4. ROOFCURB: 16 GAGE STEEL 5. ATTACH DUCTWORK TO CURB. (FLANGES OF DUCT REST ON CURB). 6. SERVICE CLEARANCE 4 FEET ON EACH SIDE. 7. ®.fJ DIRECTION OF AIR FLOW. 8. CONNECTOR PACKAGE CRBTMPWRDTIA01 IS FOR THRU-THE-CURB GAS TYPE PACKAGE CRBTMPWR003A01 IS FOR THRU-THE-BOTTOM TYPE GAS CONNECTIONS. 5.42" 1137.71 11.96' 1303.81 2174" 1552.21 J' 1 4.96- - 2266.0] 70.87 11800.; i8 1 ;.00 i t 176.21 01/3/4?4451 _-. 21.84 1554.71 RETURN AIR OPENING / E E I --� 32.19" 1 00' 361 i I SUPPLY AIR OPENING 16.03' 140721 181761 1...--20.41' -.- (518.31 40.69" -. 3.00' 176.2) 3.78' 350.01 1.75' -1 144.51 I`-- V P.M 11033.51 RUP. AR RERAN AIR VIEW "B" CORNER DETAIL GASKE (SUPPLIED WITH CURB) DUC (FIELD SUPPLIED) CONNECTOR PKG. ACC GAS CONNECTION TYPE GAS FITTING POWER WIRING FITTING CONTROL WIRING FITTING ACCECCORY CONVENIECE OUTLET WIRING CONNECTOR CRBTMPWR001A01 THRU THE CURB 3/4" 1191 NPT CRBTMPWRO03AD1 THRU THE BOTTOM 12' [1271 NPT 3/4" 1191 NPT 1/2'11271 NPT 12" [1271 NPT [44.51 111 I11,03 254) 1-3/4" 144AI UNIT NAIL (SUPPLIED WITH CURB) TYPICAL (4) SIDES 7/16" SECTION E-E SCALE 0.250 11 3/41298.51 WIDE INSULATED DECK PANELS 89/16'1217.51 WIDE -� INSULATED DECK PANEL GAS SERVICE PLATE THRU THE CURB DRILL HOLE 0 2"150.81@ ASSEMBLY OF REQUIRED) (SEE NOTE RB) 3'-1 3/16' --COUNTER FLASHING (944.6) (FIELD SUPPLIED) OOFING FELT (FIELD SUPPLIED) ---CANT S TRIP (FIELD SUPPLIED) ROOFING MATERIAL (FIELD SUPPLIED) IGID INSULATION (FIELD SUPPLIED) SEE VIEW "B" 2-38" 1611 CERTIFIED DRAWING 5'7-78" 11723.91 -SEE NOTE //2 1J4' 144.41 DRAW]. RELEASE LEVEL, PRODUCTION ANGLEPROJECTION CD NATERNE UNLESS 0114.WISE /RED 1ER SSIM 2' '090 .1 D. . Cartier A United Technologies Company AUr R...TONUMBER B ENGINEEN. REQUIREMENTS T-005, Y-002 ENESCEERINC CURB ASV, ROOF 1004.OD7 1052,18 NEW PARTS AND DRAMIAS 001701 loom SURFALE RN. REV CATE Err MP. NO N PURCH DRAFTER MMC 0617/11 CHECKER ..1.,,.' USE ONO) ERE D REv 48TC400427 A SHEET 5OF5 NEU DRAWING SCALE N/A DISIMOUllON MMC Packaged Rooftop Builder 1.39d Page 8 of 13 Project: Mastercraft Prepared By: Performance Summary For 3t Unit 12/16/201 11:35AN Part Number:48TCEA04A2A5-0A0A0 ARI SEER. 13.00 Base Unit Dimensions Unit Length. 74.4 in Unit Width: 44.0 in Unit Height: 33.4 in Operating Weight Base Unit Weight: 483 Ib Medium Heat 12 Ib Medium Static Option. 10 Ib Accessories Vertical EconoMi$er IV with solid-state controller: 50 Ib 14-inch Tall Roof Curb: 115 Ib Total Operating Weight: 670 Ib Unit Unit Voltage -Phase -Hertz: 208-3-60 Air Discharge. Vertical Fan Drive Type- Belt Actual Airflow: 1200 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. 59.7 F Evaporator Leaving Air WB. 57.7 F Evaporator Leaving Air Enthalpy. 24.84 BTU/Ib Gross Cooling Capacity: 35.65 MBH Gross Sensible Capacity 26.25 MBH Compressor Power Input: 2.48 kW Coil Bypass Factor: 0.186 Heating Performance Heating Airflow: 1200 CFM Entering Air Temp: 70.0 F Leaving Air Temp: 141.8 F Gas Input Capacity. 82.0 / 115.0 MBH Gas Heating Capacity: 93.00 MBH Temperature Rise: 71.8 F NOTE: Second Stage Supply Fan External Static Pressure* 0.50 in wg Options / Accessories Static Pressure Economizer' 0.04 in wg Total External Static. 0.54 in wg Fan RPM. 846 Fan Power 0.44 BHP NOTE: Selected IFM RPM Range: 770 -1175 Electrical Data (Before July 30, 2012) Minimum Voltage: 187 Maximum Voltage: 253 Compressor RLA. 10.4 Packaged Rooftop Builder 1.39d Page 9 of 13 Project: Mastercraft Prepared By: Performance Summary For 3t Unit 12/16/201 5 11:35AN Compressor LRA. 73 Outdoor Fan Motor Qty: 1 Outdoor Fan FLA (ea): 1.5 Indoor Fan Motor Type. MED Indoor Fan Motor FLA: 4.9 Combustion Fan Motor FLA (ea). 0.24 Power Supply MCA: 19.4 Power Supply MOCP (Fuse or HACR). 25 Min. Unit Disconnect FLA. 19 Min. Unit Disconnect LRA: 89 Electrical Convenience Outlet: None Electrical Data (July 30, 2012 and Beyond) Indoor Fan Motor FLA: 5.2 Power Supply MCA: 20 Power Supply MOCP: 30 Disconnect Size FLA. 20 Disconnect Size LRA: 96 July 30th and beyond units can be identified by serial number 3112XXXXXXXXX and higher Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Sound Power Levels, db re 10E-12 Watts Discharge Inlet Outdoor 63 Hz 83.6 85.5 90.6 125 Hz 76.4 73.6 80.9 250 Hz 66.0 59.2 80.2 500 Hz 62.7 58.8 76.0 1000 Hz 59.3 58.5 74.6 2000 Hz 53.8 52.5 71.3 4000 Hz 54.9 47.4 68.5 8000 Hz 49.1 39.0 63.9 A -Weighted 66.7 64.7 80.0 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 Packaged Rooftop Builder 1.39d Page 10 of 13 Project: Mastercraft Prepared By: Performance Summary For 3t Unit 12/16/201 11:35AN Detailed Acoustics Information Octave Band Center Freq. Hz 63 125 250 500 1k 2k 4k 8k Overall A 90.6 80.9 80.2 76.0 74.6 71.3 68.5 63.9 91.7 Lw B 64.4 64.8 71.6 72.8 74.6 72.5 69.5 62.8 79.9 LwA C 58.2 48.5 47.8 43.6 42.2 38.9 36.1 31.5 59.3 Lp D 32.0 32.4 39.2 40.4 42.2 40.1 37.1 30.4 47.5 LpA Legend A Sound Power Levels at Unit's Acoustic Center, Lw B A -Weighted Sound Power Levels at Units 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. 2.0 1.8 1.6 1.4 1.2 U 0.8 0.6 0.4 0.2 0.0 900 RPM - 700 RPM 0.0 500 RPM 100 RPM 03 06 Fan Curve 09 12 15 Airflow (CFM - thousands) 0.50 =H 18 1500 PoPM 3.00 BHP 2.00 B 50 BH I 21 24 RPM = 846 BHP = 0.44 Maximum RPM = 1175 Maximum BHP = 2.40 Note: Please contact application engineering for selections outside the shaded region. SC - System Curve RP - Rated Point Packaged Rooftop Builder 1.39d Page 11 of 13 Unit Feature Sheet for 3t Unit Project: Mastercraft Prepared By: 12/16/2012 11:35AN WeatherMaker48TC PACKAGED ROOFTOP GAS HEATING/ELECTRIC COOLING UNITS 3, 4,5,6,7.5. 8.5,10,12.5.15 TONS :Optional Louvered Hail GuardSho ;;n WEATHERMAKER SERIES WeatherMaker (48TC)) units are one-piece gas heating,. elediic cooling units that are pre -wired and charged with Pur:on (R-4100) refrigerant. They are factorytested in both heating and cooling modes, and rated in accordance with AHRI Standards210/240(04-06 sizes) and 40 36r-t (007-14 sizes). #°weather#Maker units are designed: in accordance with UL Standard 1895, and listed by the Underwriters' Laboratories. APprovedant certified by: us Certified to ISO S001 STANDARD FEATURES INCLODE: • Pti 184)safrioerant • r:R4 aJenergy c roe . • 'm!iic_ofor s _prs S".h:M _fits 'iEns bleak and ottetaefl p.4:e• +Y a:n 5ngle- € J CattPr r pec';t;«a^tip': anr♦ - 12;rnoda-is. • Two -siege aa.:1tycontmi an 08-16 =deb * SEE .R's'.p-to 1.3.e S:::p 11.1 and 1E.ER'surr:to 11.8 • A_<titio rra_ra t matefing system • • .,,__ ran -sorry _„-.?po_decondensate pen .tnsccordsncey'rth • -R tendsdt32, SP.ping diES4A, skieoroant=_adfs'n • Standard cooOng op r .;a:nvpto1i5`Ft46'Cl,,enddown to4g'F,(4'C) - ddWri'10 26' F - - tttth linter stall kit, • -._-pat a' x:ezN n r.--:s sriptmet, t d' interhor penalstested to 88 Oo u" s Celt sorey protection • Futiyins lsted osOinet • Exctusive 1GC_o?k: st conitofosanhoeddisgrtg itc.s LED ena.rsod ` deson=_ nbu:nte:r_on:,o,!togtos d_ne.rgy satitngintiour fan 4mototdeis y • a`. t :u nzoueE_: that rr.4.-st-ZeVonida f it Chia: cy Management • :du Wel.r.ft gat::hest combustton d-=_ n • Redundant gas tts s with ..ua to two siegesof nesting • _.ow p+' s u e and -high press.. Bitch protected. MAINTENANCE FEATURES, • inno0tative easysisA g e>vsontintaccess panels • =o,inch d.: oossbaistum sir litters-s'nd"ToW.-'.X_s fi;t:ascce. as door • Sett dr,eetreoo;e€o--ranmotor and puisycor inaetians • :>'<ewle-mv at.ba_.rz; factett,g .pile safety vitoutt tioutatethoottng sad s apiiisOconira<boxs,rtsngettitt • edUS i . :4sVCki-7.1SiS moo:nUot for on -Dowd Jie;g no it --arcoda d_s ra o.n ai,-ne c.,,tro'i:apm and energy sewing andcar :=sit.. aoiprdetsy. INSTALLATION FEATURES: • ; bru- h,e bottom pottier entry ce.pchit4y • Single point end iectfic connections • Futiperltneter basehet=adsptersend 'arkslots • e",.d convert:bte from t total to .vlizo'rts1 airflow for Stab ,aoxtnthg. f.16 models>raa Lure field instsited supply duct ra>:•e?.. STANDARD WARRANTY: • 13-;yes nest exchanger--!5-7'nsrs ESE ire. option • 5-yeaScoropsesso! • >-yew (faits • 3-ye e ro s. son !4ovstion%'ond i :.o' 3 Y.t]_In aka ,a',l e- OPTIONS INC LUD.E BUT ARE NOT LIMITED TO: • .m4,— nk,. end RTU Cpen r;A. i Psis oo Dec Cantrois • 5 upp'tc end Return 4 Smoke Detectors, high stalk, motors • Louveredvond:rr_rcP:vusnt.=: • Econontiz.ehd.scvnn Odea men:=_,nuea ltetopto-ns • .s nls seesheel xc enos -otan : s a Coronar isten. a}costing, y `• tkiroidAttiZair sdspive. tiairu,md.itOtation systamsbatia1Ti2.'r mods with RT F-F ttande,n_:cols - Motor Master i co,t:.- • -pinged access0eneis Tar. :'a nlpl list o1 opitons sot; s .T wores d(b v._:_?og for:his un _. Packaged Rooftop Builder 1.39d Page 12 of 13 Project: Mastercraft Prepared By: Spec Sheet for 3t Unit 12/16/2013 11:35AN Packaged Rooftop Builder 1.39d Page 13 of 13 REVIEWED FOR (CODLCPORM0P4tNCE JAN 2 9 2014 ( City of Tukwila r,BUILDING DIVISION elf Tukwila Commerce Park Mastercraft TI 12628 Interurban Way S. Tukwila, WA Calculations 86 Details ew RTU on Existing Roof for Boyce Construction, Inc. 270 South Hanford Street Seattle, WA 98134 by Phillip Van Heyningen, PE 7675 Nahahum Canyon Road Cashmere, WA 98815 (509) 881-0824 December 27, 2013 I 14%, o 0 z Le c0.00.0.04 oPy RECEIVED CITY OF TUKWILA JAN 0 2 2014 PERMIT CENTER ' I T TL 5EE TEANT 5E'ACE E5LOW UP 5HEET T-2 4T DE1tetN6 NEW 3—TON HVAC UNIT DIMS = 74 )6"L x44"W x33 )61H WT = 670 LOS EXISTING 2x6 ROOF STIFFENERS ® 24"oc, TYP. \\\\\\\\\\\\\\\\\\\\\\\\ PARTIAL ROOF PLAN NEW HVAC UNIT FRAMING SCALE: $" = 1 H-0" INSTALL NEW 48 PURUN TO PURUN w/ SIMPSON LUS46 HANGER EACH END INSTALL NEW 4z8, FROM GLUWA BEAM TO NEW 4,,E1 w/ LUS46 HANGER EACH END CUT EXISTING 2x6 JOISTS & SUPPORT FROM NEW 4x8 w/ LUS26 ANGERS EXSRNG 63k36 GLULAM BEAM LOCATE UNIT ON A GLUWA UQ[ ALREADY LOADED WITH HVAC EQUIPMENT (2) SCREWS (4 PLACES) SHOWN BY NEW ROOF MOUNTED HVAC (RTU) OPERATING WEIGHT = 670 LB MFR's CURB 14" HIGH x 16 GAGE w/ 2" FLANGES INSTALL (2) #8x1 " SCREWS EACH CORNER OF CABINET TO MFR's CURB IF SEISMIC HOLDOWN STRAP IS NOT INCLUDED INSTALL CURB TO ROOF w/ SIMPSON SDS 4"x6" SCREWS (2) @ EACH CORNER LEVELING TIMBERS AS REQUIRED EXISTING> _71 GLULAM BEAM NEW 4x8 w/ LUS46 HANGER EXISTING 4x16 CUT & REMOVE PLYWOOD & 2x6 BENEATH UNIT FOR DUCTS NORTH/SOUTH SECTION THROUGH NEW FRAMING SCALE: 4" =1'-0" PRESSURE TREATED LEVELING TIMBER AS REQUIRED NEW HVAC UNIT MAX. WEIGHT = 670 LB INSTALL NEW 4x8 w/ LUS46 HANGERS BENEATH SIDE CURB FROM GLULAM TO NEW 4x8 EAST/WEST SECTION THROUGH NEW FRAMING SCALE: 4" = 1'-0" INSTALL CURB TO ROOF WITH (8) SDS i" SCREWS, ONE EACH SIDE OF EACH CORNER, PRE —DRILL CURB FLANGE, SCREWS MUST PENETRATE INTO EXISTING GLULAM BEAM, EXISTING 4x16 PURLINS OR NEW 4x8's A MINIMUM OF 3" EXISTING 4x16 EXISTING GLULAM BEAM INSTALL NEW 4x8 w/ LUS46 HANGERS BENEATH END OF UNIT BETWEEN PURLINS ( APPROX. 7'-8" SPAN) Unit Report For 3t Unit Project: Mastercraft Prepared By: 12/16/201 c 11:35AN Unit Parameters Unit Model: Unit Size: Volts -Phase -Hertz Heating Type Duct Cfg: Medium Heat Round Tube Plate Fin Coils 48TCEA04A2A5-0A0A0 04 (3 Tons) 208 3-60 Gas Vertical Supply / Vertical Return Lines and Filters Gas Line Size: 1/2 Condensate Drain Line Size: 3/4 Return Air Filter Type: Throwaway Return Air Filter Quantity 2 Return Air Filter Size: 16 x 25 x 2 Unit Configuration Medium Static Option AI/Cu - AI/Cu Base Electromechanical Controls 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' 8" Unit Height: 2' 9.375" *** Total Operating Weight: 670 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. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48TCEA04A2A5-0A0A0 Rooftop Unit 1 Accessories CRECOMZR020A02 Vertical EconoMi$er IV with solid-state controller 1 CRRFCURB001A01 14-inch Tall Roof Curb 1 Packaged Rooftop Builder 1.39d Page 5 of 13 STRUCTURAL PHIL 7675 Nahahum Canyon Road Cashmere, WA 98815 structuralphil@gmail.com 509.881.0824 Title : Mastercraft Engineer: Phil V Project Desc.: New HVAC Unit on Existing Roof ASCE Seismic Demands on Nonstructural Components Seismic Demands on Nonstructural Components per ASCE 7-10 Section 13.3.1 and 13.4.1 h = 16.o ft SDS = 1.017 Description : 3.0 Ton RTU ap = 2.50 W F 670.0( z = 0.00 ft R P = Fp Upper Limit = 1.00 Fp Calc'd : Components = Fp Lower Limit = 204.42 Connections = 113,57 113.57 6.00 I P = Job # 162PV13 Printed: 26 DEC 2013, 1:45PM ENERCALC, INC. 1983-2012, Build:6.12.7.27, Ver:6.12.12.31 censee ;PKJB Architectural Group' 1.00 z/h : Actual = 0.00 Fp DESIGN = Components Connections z/h Design = 0.00 = 204.42 = 204.42 a WP: Z RP: IP: Component amplification factor, Table 13.5-1 or Table 13.6-1 Component operating weight Height of point of attachment Component response modification factor (Table 13.5-1 or Table 13.6-1) Component importance factor (Section 13.1.3) Fp - Calc'd Fp - Upper Fp - Lower Fp - Design : Calculated Fp, Eq (13.3-1), Same units as Wp : Upper Limit on Fp, Eq (13.3-2) ,(Same units as Wp : Lower Limit on Fp, Eq (13.3-3), Same units as Wp : Fp for design purposes, Same units as Wp ASCE:771Q_Dther Structures Pressure Ca CUlatOr Job 4: 162PV13 PrInter Fnendly Reset Ati Contractor: Boyce Address: interurban Way South oct tilastertrzft Ti City: Tukwila WA L ton Sf$!,c.ion Edit. Roof.top $truuresand Equipment for Buildin s jth Exposure Category: ri)EJ1 . floc Wind Speed, V: 110 mph Mean Roof i-legf11, 20 i ft Htrixonte 0_•11:711ri ct urci NII2TYIEZI t.0 so Dm-ction, 8: Horizonttl OJntr.-Tron of Building MconurcO Paralln! to ficritontel OR Vcrtas.: Prolocted Area of' StriAtute Norma' to 244It^2 Wind Velocity P•essure. Upiiit/Vertca; ISO Lateral Pressure; 1,9,24: psf Uplift Presottre: STRUCTURAL PHIL 7675 Nahahum Canyon Road Cashmere, WA 98815 structuralphil@gmail.com 509.881.0824 Wood Beam Title : Mastercraft Engineer: Phil V Project Desc.: New HVAC Unit on Existing Roof Lic. # : KW-06009465 Description : Existing Purlin with HVAC Equipment Weight CODE REFERENCES Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-05 Load Combination Set : 2012 IBC & ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination 2012 IBC & ASCE 7-10 Wood Species Wood Grade Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling : Douglas Fir North : Doug Fir Dense No 1 D(0.25) D(0.064) S(0.2) Job # 162PV13 Printed: 26 DEC 2013, 4:36PM File: c:\users\phillip\structural phif12013 projects\mastercraft\mastercraft.ec6 ENERCALC, INC. 1983-2012, Build:6.12.7.27, Ver:6.12.12.31 Licensee;: PKJBArchitectural Group 1900 psi 1900 psi 600 psi 1000 psi 115 psi 200 psi E : Modulus of Elasticity Ebend- xx 1900ksi Eminbend - xx 1800ksi Density 35pcf 2- Applied Loads Berkeley Purlin Span = 23.750 ft Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load : D = 0.0080, S = 0.0250 ksf, Tributary Width = 8.0 ft, (Roof plus snow) Point Load : D = 0.250 k @ 4.0 ft, (RTU-1) 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 L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection 0.860 1 Berkeley Purlin 1,634.24psi 1,900.00psi +D+S+H 11.756ft 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 0.659 in Ratio = 0.000 in Ratio = 0.943 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Max Stress_ Ratios Segment Length Span # M V +D Length = 23.750 ft 1 0.257 0.239 +D+S+H Length = 23.750 ft 1 0.860 0.732 +D+0.750L+0.750S+H Length = 23.750 ft 1 0.709 0.608 +D+0.750L+0.750S+0.450W+H Length = 23.750 ft 1 0.709 0.608 +D+0.750L+0.750S+0.5250E+H Length = 23.750 ft 1 0.709 0.608 Cd C FN Cr 432 0 <240 302 0 <180 Cm Ct CL M ,,, ;, ,Desigril0K 0.732 : 1 Berkeley Purlin 84.12 psi 115.00 psi +D+S+H = 0.000 ft Span # 1 Moment Values 1.000 1.000 1.000 1.000 1.000 1.000 5.99 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 20.09 1,634.24 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 16.56 1,347.48 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 16.56 1,347.48 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 16.56 1,347.48 fb Fb 0.00 487.68 1900.00 0.00 1900.00 0.00 1900.00 0.00 1900.00 0.00 1900.00 V 0.00 1.04 0.00 3.18 0.00 2.64 0.00 2.64 0.00 2.64 Shear Values fv Fv 0.00 27.52 0.00 84.12 0.00 69.97 0.00 69.97 0.00 69.97 0.00 115.00 0.00 115.00 0.00 115.00 0.00 115.00 0.00 115.00 STRUCTURAL PHIL 7675 Nahahum Canyon Road Cashmere, WA 98815 structuralphil@gmail.com 509.881.0824 Wood Beam Title : Mastercraft Engineer: Phil V Project Desc.: New HVAC Unit on Existing Roof Job # 162PV13 Printed: 26 DEC 2013, 4:36PM File: c:\users\phillip\structural phi82013 projects Mastercraf6mastercraftec6 ENERCALC, INC. 1983.2012, Build:6.12.7.27, Ver:6.12.12.31 „� � licensee,:; PKJB,ArchitecturalGroup' Lie. # : iKW-06009465, Description : Existing Purlin with HVAC Equipment Weight Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. "-" Defl Location in Span Load Combination D+S 1 0.9425 11.875 Support notation : Far left is #1 Vertical Reactions - Unfactored Load Combination Support 1 Support 2 Overall MAXimum 3.506 3.341 D Only 1.131 0.966 S Only 2.375 2.375 D+S 3.506 3.341 Max. "+" Defl Location in Span 0.0000 0.000 Values in KIPS STRUCTURAL PHIL 7675 Nahahum Canyon Road Cashmere, WA 98815 structuralphil @ gmail.com 509.881.0824 Wood Beam Lic. # : KW-06009465 Description : Existing Glulam CODE REFERENCES Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-05 Load Combination Set : 2012 IBC & ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Load Combination 2012 IBC & ASCE 7-10 Wood Species Wood Grade Title : Mastercraft Engineer: Phil V Project Desc.: New HVAC Unit on Existing Roof Fb - Tension Fb - Compr Fc - PrII Fc - Perp Fv Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling : DF/DF :24F-V8 D(4.998) S(8.881 D(0.72)) D(10.1294) S)(0.6125) D(0.294) S(G.6125) i * v i SpVJft Applied Loads Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.0120, S = 0.0250 ksf, Tributary Point Load : D = 4.998, S = 8.881 k @ 0.0 ft, (Drop In Load for Span Number 2 Uniform Load : D = 0.0120, S = 0.0250 ksf, Tributary Point Load : D = 0.720 k @ 25.0 ft, (New RTU Load) Load for Span Number 3 Uniform Load : D = 0.0120, S = 0.0250 ksf, Tributary Point Load : D = 4.998, S = 8.881 k @ 9.0 ft, (Drop In DESIGN SUMMARY Maximum Bending Stress Ratio = 0.703 1 Section used for this span 6.75x36 fb : Actual = 1,348.36psi FB : Allowable = 1,918.06psi Load Combination +D+S+H Location of maximum on span = 50.000ft Span # where maximum occurs = Span # 2 Maximum Deflection Max Downward L+Lr+S Deflection Max Upward L+Lr+S Deflection Max Downward Total Deflection Max Upward Total Deflection Sp9n77'.0 ft Width = 24.50 ft, (Roof Trib) Beam) Width = 24.50 ft Width = 24.50 ft, (Roof TRib) Beam) Job # 162PV13 Primed: 27 DEC 2013, 11:0BAM File: c:\Users\Phillip\Structural Phi62013 ProjectsVAastercraft\mastercraft.ec6 ENERCALC, INC. 1983.2012, Build:6.12.7.27, Ver:6.12.12.31 Licensee : PKJB Architectural, Group 2,400.0 psi 2,400.0 psi 1,650.0 psi 650.0 psi 265.0 psi 1,100.0 psi E : Modulus of Elasticity Ebend- xx 1,800.0ksi Eminbend - xx 930.0ksi Ebend- yy 1,600.0ksi Eminbend - yy 830.0ksi Density 32.210pcf D .998) S(8.881) D(0.294) 4(0.61125) $ $ SAKP) ft Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.633 in Ratio = -0.092 in Ratio = 1.068 in Ratio = -0.185 in Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Segment Length +D Length = 9.0 ft Max Stress Ratios Span # M V C d C FN C r 948 2352 561 1164 Cm Cr CL 1 0.214 0.191 1.000 0.949 1.000 1.000 1.000 1.000 Moment Values M fb 59.09 486.34 Design OK °° Jj 0.568 : 1 6.75x36 150.50 psi 265.00 psi +D+S+H 50.000ft Span # 2 Shear Values Fb V fv Fv 0.00 0.00 0.00 0.00 2276.86 8.19 50.54 265.00 STRUCTURAL PHIL 7675 Nahahum Canyon Road Cashmere, WA 98815 structuralphil@gmail.com 509.881.0824 Wood Beam Description : Existing Glulam Title : Mastercraft Engineer: Phil V Project Desc.: New HVAC Unit on Existing Roof Job # 162PV13 Printed: 27 DEC 2013, 11:08AM File: c:\Users\Phillip\Structural Phif12013 Projects v1astercraft\mastercraft.ec6 ENERCALC, INC. 1983-2012, Build:6.12.7.27, Ver:6.12.12.31 Licensee`: PKJB;Architectural Group Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V C d C FN C r C m C t C L M fb Fb V fv Fv Length = 50.0 ft 2 0.591 0.479 1.000 0.799 1.000 1.000 1.000 1.000 137.64 1,132.85 1918.06 20.55 126.87 265.00 Length = 9.0 ft 3 0.498 0.479 1.000 0.949 1.000 1.000 1.000 1.000 137.64 1,132.85 2276.86 16.54 126.87 265.00 +D+0.750L+0.750S+0.5250E+H, LL 0.949 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length = 9.0 ft 1 0.498 0.441 1.000 0.949 1.000 1.000 1.000 1.000 137.64 1,132.85 2276.86 18.93 116.84 265.00 Length = 50.0 ft 2 0.591 0.479 1.000 0.799 1.000 1.000 1.000 1.000 137.64 1,132.85 1918.06 20.55 126.87 265.00 Length = 9.0 ft 3 0.498 0.479 1.000 0.949 1.000 1.000 1.000 1.000 137.64 1,132.85 2276.86 16.54 126.87 265.00 +D+0.750L+0.750S+0.5250E+H, LL 0.949 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length = 9.0 ft 1 0.498 0.441 1.000 0.949 1.000 1.000 1.000 1.000 137.64 1,132.85 2276.86 18.93 116.84 265.00 Length = 50.0 ft 2 0.591 0.479 1.000 0.799 1.000 1.000 1.000 1.000 137.64 1,132.85 1918.06 20.55 126.87 265.00 Length = 9.0 ft 3 0.498 0.479 1.000 0.949 1.000 1.000 1.000 1.000 137.64 1,132.85 2276.86 16.54 126.87 265.00 +D+0.750L+0.750S+0.5250E+H, LL 0.949 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length = 9.0 ft 1 0.498 0.441 1.000 0.949 1.000 1.000 1.000 1.000 137.64 1,132.85 2276.86 18.93 116.84 265.00 Length = 50.0 ft 2 0.591 0.479 1.000 0.799 1.000 1.000 1.000 1.000 137.64 1,132.85 1918.06 20.55 126.87 265.00 Length = 9.0 ft 3 0.498 0.479 1.000 0.949 1.000 1.000 1.000 1.000 137.64 1,132.85 2276.86 16.54 126.87 265.00 +D+0.750L+0.750S+0.5250E+H, LL 0.949 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length = 9.0 ft 1 0.498 0.441 1.000 0.949 1.000 1.000 1.000 1.000 137.64 1,132.85 2276.86 18.93 116.84 265.00 Length = 50.0 ft 2 0.591 0.479 1.000 0.799 1.000 1.000 1.000 1.000 137.64 1,132.85 1918.06 20.55 126.87 265.00 Length = 9.0 ft 3 0.498 0.479 1.000 0.949 1.000 1.000 1.000 1.000 137.64 1,132.85 2276.86 16.54 126.87 265.00 +D+0.750L+0.750S+0.5250E+H, LL 0.949 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length = 9.0 ft 1 0.498 0.441 1.000 0.949 1.000 1.000 1.000 1.000 137.64 1,132.85 2276.86 18.93 116.84 265.00 Length = 50.0 ft 2 0.591 0.479 1.000 0.799 1.000 1.000 1.000 1.000 137.64 1,132.85 1918.06 20.55 126.87 265.00 Length = 9.0 ft 3 0.498 0.479 1.000 0.949 1.000 1.000 1.000 1.000 137.64 1,132.85 2276.86 16.54 126.87 265.00 +D+0.750L+0.750S+0.5250E+H, LL 0.949 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length = 9.0 ft 1 0.498 0.441 1.000 0.949 1.000 1.000 1.000 1.000 137.64 1,132.85 2276.86 18.93 116.84 265.00 Length = 50.0 ft 2 0.591 0.479 1.000 0.799 1.000 1.000 1.000 1.000 137.64 1,132.85 1918.06 20.55 126.87 265.00 Length = 9.0 ft 3 0.498 0.479 1.000 0.949 1.000 1.000 1.000 1.000 137.64 1,132.85 2276.86 16.54 126.87 265.00 +D+0.750L+0.750S+0.5250E+H, LL 0.949 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length = 9.0 ft 1 0.498 0.441 1.000 0.949 1.000 1.000 1.000 1.000 137.64 1,132.85 2276.86 18.93 116.84 265.00 Length = 50.0 ft 2 0.591 0.479 1.000 0.799 1.000 1.000 1.000 1.000 137.64 1,132.85 1918.06 20.55 126.87 265.00 Length = 9.0 ft 3 0.498 0.479 1.000 0.949 1.000 1.000 1.000 1.000 137.64 1,132.85 2276.86 16.54 126.87 265.00 +0.60D+0.60W+H 0.949 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length = 9.0 ft 1 0.128 0.114 1.000 0.949 1.000 1.000 1.000 1.000 35.45 291.80 2276.86 4.91 30.32 265.00 Length = 50.0 ft 2 0.152 0.127 1.000 0.799 1.000 1.000 1.000 1.000 35.45 291.80 1918.06 5.44 33.59 265.00 Length = 9.0 ft 3 0.128 0.127 1.000 0.949 1.000 1.000 1.000 1.000 35.45 291.80 2276.86 4.26 33.59 265.00 +0.60D+0.70E+H 0.949 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 Length = 9.0 ft 1 0.128 0.114 1.000 0.949 1.000 1.000 1.000 1.000 35.45 291.80 2276.86 4.91 30.32 265.00 Length = 50.0 ft 2 0.152 0.127 1.000 0.799 1.000 1.000 1.000 1.000 35.45 291.80 1918.06 5.44 33.59 265.00 Length = 9.0 ft 3 0.128 0.127 1.000 0.949 1.000 1.000 1.000 1.000 35.45 291.80 2276.86 4.26 33.59 265.00 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. ° " Defl Location in Span Load Combination Max. "+" Defl Location in Span 1 0.0000 0.000 D+S -0.1826 0.000 D+S 2 1.0683 25.316 0.0000 0.000 3 0.0000 25.316 D+S -0.1855 9.000 Vertical Reactions - Unfactored Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Support 4 Overall MAXimum 46.908 46.908 D Only 17.202 17.202 S Only 29.706 29.706 D+S 46.908 46.908 City of Tukwila Department of Community Development January 07, 2014 JEREMY MOELLER PO BOX 3205 KIRKLAND, WA 98083 RE: Correction Letter # 1 MECHANICAL Permit Application Number M14-0002 MASTERCRAFT - 12628 INTERURBAN AV S, STE 120 Dear JEREMY MOELLER, Jim Haggerton, 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: Dave Larson at 206-431-3678 if you have questions regarding these comments. • 1. Please provide the minimum outside air calculation as required by section 403.3 of the 2012 International Mechanical Code. Please note the minimum outside air on the plans for economizer setup and commissioning. Please address the attached comments 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. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. M14-0002 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: M14-0002 DATE: 01/10/14 PROJECT NAME: MASTERCRAFT SITE ADDRESS: 12628 INTERURBAN AVE S Original Plan Submittal X Response to Correction Letter # 1 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: c 0Cy Building Division II Public Works Fire Prevention Structural n Planning Division Permit Coordinator n as PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 01/14/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 02/11/14 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M14-0002 PROJECT NAME: MASTERCRAFT DATE: 01/02/14 SITE ADDRESS: 12628 INTERURBAN AV S X Original Plan Submittal Response to Correction Letter #_ Revision # before Permit Issued Revision # , after Permit Issued DEPARTMENTS:`` p ciev‘, Building Division NE Public Works n Al&A 1\)/A Fire Prevention Structural n Planning Division Permit Coordinator n • PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 01/07/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n Approved with Conditions Denied (corrections entered in Reviews) (ie. Zoning Issues) DUE DATE: 02/04/14 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 1 ( 11 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 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 nail, fax, etc. Date: ( - to - 144 Plan Check/Permit Number: M 14-0002 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Mastercraft Project Address: 12628 Interurban'Ave S Contact Person: Te-4-en I40e,lie • Phone Number: 412 -"(6_ 21-1 ) I Summary of Revision: OLA616e on( ce t�lednev now (Afton oil 5�te. - MO, F, ZAlz SNMc �1-i0n L *33 CITY OF EIV Ep,. TUKWILA JAN 10 2014 PERMIT CENTER Sheet Number(s):©r "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Permits Plus on \applications\fonns-applications on line\revision submittal Created: 8-13-2004 Revised: C F M HEATING AND COOLING INC Page 1 of 2 /ashington State Department of abor & Industries C F M HEATING AND COOLING INC Owner or tradesperson CLANCY, SHAUN P Principals CLANCY, SHAUN P Doing business as C F M HEATING AND COOLING INC WA UBI No. 602 361 244 PO BOX 3205 KIRKLAND, WA98083 425-821-1293 KING, County Business type Corporation Governing persons SHAUNCLANCY License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. CFMHEHC969CD Effective — expiration 02/04/2004 — 02/04/2016 Bond DEVELOPERS SURETY & INDEM CO Bond account no. 798903C Received by L&I 12/17/2008 Insurance AMERICAN FIRE & CASUALTY CO Policy no. BKA54333410 Received by L&I 01/09/2014 Savings No savings accounts during the previous 6 year period. Active. Meets current requirements. $12,000.00 Effective date 02/04/2009 $1,000,000.00 Effective date 02/04/2011 Expiration date 02/04/2015 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602361244&LIC=CFMHEHC969CD&SAW= 01/29/2014 T M4 SITE MAP SEPARATE PERMIT REQUIRED FOR: 0 Mechanical Electrical El Plumbing 1533 Gas Piping t 1V of Tukwila ;t ^! DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 9 2014 City of T+ ila BUILDING CDC ISION LEGAL DESCRIPTION FF..l} tit"T 1.P.;; P'F;c'ai r' SPF I tm!.rr "f. 1 ciA in 't1O. 8103029001. Entar CITE' Ci N'Ct'tMhlc7 . l:fih 7 1r.CRES0 HGr.!3 OR LEM DEsoR r'}"Tson EycrC. At TUC., RECORD 'u}I+"4T PORT:ON or c.c, .LEW] DONATION CL;AI O. 37, SECTION 20, w'd.Y; N531I'P 2., NORTH, RANGE : 4 RA E, W.M. I FEORDS OF KINGCf 1JtS,';;, , VE.SCRI BED A FOLLOWS; ' BEGINNING AT A POINT WHICH BEXPJ NORTH 40"'111.+'OE"' WEST A i l'S':I,ANcE. OF 920.LS rEET FROM THE MONUMENT A'E ti i Bw AT THE POINT dip IN'1'EH5ECT;U N me A can ON THE -CENTUI:MTIE CT THE EIURAMSH IRE; T N JUNCTION ROAD, r NOW PAVED SAID POINT {5}- INTERSECTION HEXN'C APPROXIMATELY 1000 FEET E? S•T AND 20 FEET SOUTH OF THE :1/4 Z' )EJ1 1 T,: ETH EEN S MTIO/43 1.4 AND 150 TOWNSHIP 2.3 NORTM, RANGE 4 EA T , H N! . ; THENCE JlCRTH 49°24' WEST ON .A CURVE 150 FEET DT 'I'AN'D MOM AND T?.kE,tAT.T,t:[, WITH THE CENTERLINE OF THE SAID DUWAKISi'E RE'4TZ}1 3► NCTIrA ;ROAD A DIET NCE OF E] S FEET TO A POINT WUIC14 BEANS NORTH 01' 44015'r EAST A E)ZSTANCE OF 199.17 Mr FROM A mots irt1T 'Ammo AT TEE ' END or A COMM: ON THE CENT E t4N . OR :hID DUi1AYM I S H REt1TON 3'CJNCTIDN ROAD, , SAID 3t{P OF CURVE BEING APPrOXIMhTEL'd 1.U120 FEET NORTH AND 440 FEET WEST '3 THE 1/4 CORNER BETWEEN SECTIONS 3,4 AND E,4; 'I'N;'i`.i( V : }5dRTr .4o6240 WEST A r3X,PTAMCM OF a:5,,7',i 2rEE r TECLJ10E : 0: 1'I, 3i,036 f EAST A DISTANCE E OF' 52 rE;F.T T') THE TRUE i'OT.;1T OF 3E>;i}JF3xN '' Cw:.tICE Sr,l3TH: .G2 h4ar STim EW A DISTANCE: OF 590 F'EZP; THENCE 1:0: '1'H. 22 r 3t)0 EAST A DTSTA1stCE or 643.35 FEED;. THENCE NORTH 01.051.' 3,00' REST A DIE OF 241, FEET, M E OR LESS, TO TLLE LEV BM OP T'HE D17Wh'NXSH RIVER, 5'J L M LEFT BARE BEING ALSO r THE NORTHERLY ytLY BOUNDARY OF C. o. LEWIS DONATION CLAIM; THENCE SOQ'a'H'r1E;5TERLY ALONG 'THE LEFT BANE Off' THE SAID I]C'RAM1:yt RIVER TO TU= WESTERLY LINE OF THE TRACT HERRIN 1WSCt I]3EQ; THENCE. 50t7T]i' 00038 r EAST A D.ISTAN : rip 159 FEDI", MORE OR LESS, TO THE POINT OF BEGINNING; SITUATE 1N THE 'CET'1 OFF TUKWILA, COUNTY rw KING, STATE. C* REVISIONS --f No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. FILE COPY permftNo. 1('( i Plan review approval is subject to errors and omissions. Approval of construction documents does not autholi the violation of any adopted code or ordinance. Rec ipt (If approved copy and conditions is acknowledged. 714eBy Caty Of11uwiia BUILDING DIVISION 51TE AND !BUILDING STATISTICS BUILDING CODE: 2012 IBC W/ LJA STATE AMENDMENTS ZONING: M-2 BUILDING AREA: 20,625 SF SITE AREA: 10.1 ACRES ASSESSOR PARCEL NUMBER: 0004800003 TENANT SPACE: OVERALL AREA: 6,648 SF WAREHOUSE: 5,690 SF OFFICE (NE): 1,158 SF AREA OF WOW: 1,158 5F. TYPE OF CONSTRUCTION: V-B SPRINKLERED OCCUPANCY: B, 5-1 AREA CALCULATION: 3 SIDES OVER 20' 8:9000 S.F. S1: e000 BUILDING IS HAS OVER 60' COMMON YARD ON ALL SIDES, THEREFORE BUILDING IS UNLIMITED IN AREA PER SECTION 501 SCOPE OF WORK TO CONSTRUCT NEW SINGLE STOR)' OFFICE TO INCLUDE NON -BEARING WALLS, NEW SUSP. CE1_INC, NEW RESTROOMS, NEW EXTERIOR STOREFRONT REPLACING EXISTING, AND NEW DEMISING WALL RECEIVED CITY OF TUKWILA JAN 1 0 2014 PERMIT CENTER CORRECTION LTR# Mi'000 z w V DRAWN BY w DESCRIPTION MASTERCRAFT PROPOSED TENANT IMPROVEMENT: a x 0 tog° Ili Z LL< 74c- tn t0 d r (/) z s t—i cO SD-1 43) V as C:\Documents and Settings\AII Users\Documents\CAD\2002\0225 RREEF\Tukwila Commerce Park\Building CIMASTERCRAFT MIDDLE 10-23-13\cd's 11-12-13\SD1.dwg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ti1 MARK MAKE MODEL CFM SP, COOLING _ HEATING ELECTRICAL WEIGHT ECONOMIZER SOUND TOTAL SENS (S)EER INPUT OUTPUT AFUE% DATA FUSE M.C.A. AC-1 CARRIER 48TCBA04A2A5-0AOA0 1200 .50" 35,65 26.25 13.00 115.0 93.0 50.0 208-3-60 25 19.4 670 LBS. YES 80.0 dBA FAN SCHEDULE SYMBOL MAKE & MODEL SERVES CFM SP RPM MOTOR ELECT. TYPE WEIGHT J BDD NOTES EF-1 PANASONIC FV-08 RESTROOM 80 .25 640 0,7 AMPS 87 WATTS CEILING 11 LBS YES VENT TO ROOFCAP EF-2 PANASONIC FV-08 RESTROOM 80 .25 640 0.7 AMPS CEILING 11 LBS YES VENT TO ROOFCAP 87 WATTS HVAC NOTES: 1. ALL SUPPLY DIFFUSERS TO HAVE VOLUME DAMPERS FOR BALANCING OF SYSTEM UPON COMPLETION 2. THERMOSTAT TO BE 7 DAY PROGRAMMABLE WITH NIGHT SETBACK MINIMUM OUTSIDE AIR VENTILATION REQUIREMENTS PER 2012 IMC SECTION 403.3:. THIS SPACE IS 982 SQUARE FEET OF OFFICE SPACE. OCCUPANCY DENSITY FOR OFFICE SPACE IS 5 PEOPLE/1000 SQUARE FEET. OFFICE SPACE REQUIRES 5 CFM PER PERSON AND .06 CFM/SQUARE FOOT OF OUTSIDE AIR. PER THOSE REQUIREMENTS 25 CFM OF OUTSIDE AIR IS REQUIRED FOR PEOPLE LOAD AND 60 CFM OUTSIDE AIR IS IREQUIRED FOR OUTDOOR AIRFLOW RATE IN BREATHING ZONE FOR A TOTAL OUTSIDE AIR REQUIREMENT OF 85 CFM. AO-1 SHALL BE SET TO 10% OUTSIDE AIR ON THE ECONOMIZER FOR A TOTAL OUTSIDE AIR OF 120 CFM BEING SUPPLIED. REVIEWED FOR CODE PGE A APPROVED JAN 2 9 2014 City of Tukwila BUILDING DIVISION DRAWING SYMBOLS 0 NORTH ARROW SECTION IDENTIFICATION SHEET IDENTIFICATION COLUMN GRID SYMBOLS GENERAL MECHANICAL NOTES NUMBER IDENTIFICATION FLAG MECHANICAL NOTES NUMBER IDENTIFICATION MECHANICAL LEGEND SYMBOL DESCRIPTION wFORMATI R U i LINErOUND NEW WORK (HEAVY UNE) R giuggytINDICAT i5QUIPMENT ITEM ///// Y/ 01 BE gELECIIVELNYTDEMODLWI EDORK 1 EQP-1 POINT OF NEW CONNECTION ProlPinuAmEusiGNATIoN ROOM/ZONE THERMOSTAT REpp CC (( TT pp ggHH FPNEFI E N TEST ' sior r r r MAAA, FLEXIBLE CONNECTION VOLUME DAMPER 45' TAKE -OFF 9Q; PiANGULAR TAKE -OFF WITH FLEXIBLE DUCT MOTORIZED DAMPER SFD COMBINATION SMOKE/FIRE DAMPER FIRE DAMPER MCRD TERMINALS: 11031 PUPA T2 N-0 RAIDIATION DAMPER R GRILLE gC ILIN DDIFFUSER, TYPE 1 BALANCE TO 350 CFM RETURN GRILLE, TYPE 1 BA AilCE TO 350 CFM TRANSFER GRILL, TYPE 1 24x12 NECK BALANCE TO 350 CFM TYPICAL OF 2 CEILING DIFFUSER 4 - CEIUNG RETURN GRILLE CEIUNG EXHAUST GRILLE RI_ RS----- =NIP ...C_ ,. - REFRIGERANT LIQUID LINE REFRIGERANT SUCTION LINE CONDENSATE PIPING SHEET INDEX MO.1 HVAC SCHEDULES M1.0 HVAC FLOOR PLAN M2.0 HVAC GAS PIPING PLAN S-1 STRUCTURAL ROOF PLAN/DETAIL MIL+ooQz RECEIVED CITY OF TUKWILA JAN 1 0 2014 PERMIT CENTER SET DATE: 12-31-13 OUTSIDE AIR 0 T 5 U z REVISION 03 F- 0 O z 0 N ;-; L1J Q 00 Z Q r CO Q < cc Uw I— - cczco (AC SCHEDULES z 0 z W z SHEET NUMBER M001 CONTRACTOR'S LICENSE CFMHEHC969CD a 0 0 CD 1 St R N VD REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 9 2014 City of Tukwila BUILDING DIVISION JL HVAC FLOOR PLAN __494Lat. SCALES 1 /4"-_ 'o" '0 UPT. ROOF SET DATE: 1 002 RECEIVED CITY OF TUKWILA JAN 1 0 2014 PERMIT CENTER —31-13 Z Z ITV p Ortito,4 2 0 (7 cc r U) < co Z CO <,- 00 Cr < cc > ccw cc z COUJ •C cv D • J HVAC FLOOR PLAN W 1 SHEET NUMBER MtO CONTRACTOR'S LICENSE' w. CFMHEHC969CD z 0 cc (12:/\ 2 _ 6 , NEW 1 "0 GAS LINE UP FROM METER TO ROOF THEN ACROSS ROOFTOP TO AC-1 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS —EXISTING GAS METER , , 0 GAS GAS REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 9 2014 City of Tukwila BUILDING DIVISION MI4 000 � l r RECEIVED CITY OF TUKWILA JAN 1 0 2014 PERMIT CENTER , Eggra 4.g it a C\I W co ZCQ T oar' 0 CC z LLI CO CV • D ■ HVAC ROOF/GAS PLAN Z 0 z 2 0 0 LL.0 U 0 z 2 w4 8 z� c\I b E T cid3,0 oc SHEET NUMBER M2.0 HVAC ROOF/GAS PLAN Lai. scn�e:va�=ro� SCALE:1/4"=1'0" SET DATE: 12-31-13 CONTRACTOR'S LI CFMHEHC969CD NEW ROOF MOUNTED HVAC (RTU) OPERATING WEIGHT = 670 LB MFR's CURB 14" HIGH x 16 GAGE w/ 2" FLANGES INSTALL (2) #8x1 1" SCREWS EACH CORNER OF CABINET TO MFR's CURB IF SEISMIC HOLDOWN STRAP IS NOT INCLUDED INSTALL CURB TO ROOF w/ SIMPSON SDS "x6" SCREWS (2) 0 EACH CORNER LEVELING TIMBERS AS REQUIRED EXISTING GLULAM BEAM CUT & REMOVE PLYWOOD & 2x6 BENEATH UNIT FOR DUCTS NORTH/SOUTH SECTION THROUGH NEW FRAMING SCALE: Q" NEW 4x8 w/ LUS46 HANGER EXISTING 4x16 PARTIAL ROOF PLAN NEW HVAC UNIT FRAMING SCALE: " = 1-0" PRESSURE TREATED LEVELING TIMBER AS REQUIRED \TN_ NEW HVAC UNIT MAX. WEIGHT = 670 LB NEW 3-TON HVAC UNIT DIMS = 74 %"L x44"W x33 WH WT = 670 LBS INSTALL NEW 4x8 w/ LUS46 HANGERS BENEATH SIDE CURB FROM GLULAM TO NEW 4x8 EAST/WEST SECTION THROUGH NEW FRAMING SCALE: 4"' = INSTALL NEW 4x8 PURUN TO PURUN r/ SIMPSON LUS46 HANGER EACH ENO INSTALL NEW 4x8, PROM GLUL M BEAM TO NEW 4x8 EACH HANGER CUT EXISTING 2x6 JOISTS & SUPPORT FROM NEW 4x8 tr/ LU526 HANGERS EXISTING 6rx36 GLUTAAI BEAM SELOCAALREADY IE ON A GLUTAM LOADED WITH HVAC EQUIPMENT SHOW5jNR9Y (4 PLACES) REVIEWED FOR CODE COMPLIANCE APPROVED JAN 2 9 2014 City of Tukwila BUILDING DIVISION INSTALL CURB TO ROOF WITH (8) SDS i" SCREWS, ONE EACH SIDE OF EACH CORNER, PRE -DRILL CURB FLANGE, SCREWS MUST PENETRATE INTO EXISTING GLULAM BEAM, EXISTING 4x16 PURLINS OR NEW 4x8's A MINIMUM OF 3" V(l/'4O00 z ``— EXISTING 4x16 EXISTING GLUL AM BEAM INSTALL NEW 4x8 w/ LUS46 HANGERS BENEATH END OF UNIT BETWEEN PURLINS ( APPROX. 7'-8" SPAN) RECEIVED CITY OF TUKWILA JAN 1 0 2014 PERMIT CENTER STRUCTURAL PHIL 7675 Nahahum Canyon Road Cashmere, WA 98815 (509) 881-0824 structuralphil@gmail.com I EXPIRES 2/13/15 Mastercraft Tenant Imr©vements Tukwila Commerce Park 12628 Interurban Way S., Tukwila, WA REVISIONS NO. DATE 1 BY Dec 26 pv DESCRIPTION New RTU DRAWING INFORMATION DATE: December 26, 2013 DRAWN: Phil Van Heyningen CHECKED: Matt Boyce JOB NO: Original drawing Is 22x34. Scale accordingly if reduced. s-1