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Home My WebLink AboutPermit M12-097 - AMERICAN MEDICAL RESPONSE (AMR)AMR 13075 GATEWAY DR M12 -097 City o'Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http://wvvw.TukwilaWA.gov MECHANICAL PERMIT Parcel No.: 0004800010 Address: 13075 GATEWAY DR TUKW Project Name: AMR Permit Number: M12 -097 Issue Date: 06/26/2012 Permit Expires On: 12/23/2012 Owner: Name: GATEWAY BLDG 10 LLC Address: C/O COAST REAL ESTATE SVCS , 2829 RUCKER AVE STE 100 98201 Contact Person: Name: SHANNON BUCKINGHAM Address: 5108 D ST NW , AUBURN WA 98001 Email: SHANNONB @EMERALDAIRE.COM Contractor: Name: EMERALD AIRE INC. Address: 22043 68TH AVENUE SOUTH , KENT, WA 98032 Contractor License No: EMERAAI055BL Phone: 253 872 -5665 Phone: 206 872 -5665 Expiration Date: 04/01/2013 DESCRIPTION OF WORK: REPLACE RTU LIKE FOR LIKE AND ADD (1) DUCTLESS SPLIT A/C UNIT TO SERVER ROOM Value of Mechanical: $15,000.00 Type of Fire Protection: UNKNOWN Electrical Service Provided by: Permit Center Authorized Signature: Fees Collected: $367.31 International Mechanical Code Edition: 2009 Date: (a J� (► '-(2 I hereby 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 mechanical permit and agree to the conditions on the back of this permit Signature: Print Name: c� Pi r1 Date: 67.%4 26` / This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. doc: IMC -4/10 M12 -097 Printed: 06 -26 -2012 PERMIT CONDITIONS Permit No. M12-097 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Readily accessible access to roof mounted equipment is required. 6: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces in buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 7: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 8: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. 10: All construction noise to be in compliance with Chapter 8.22 of the City of Tukwila Municipal Code. A copy can be obtained at City Hall in the office of the City Clerk. 11: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. doc: IMC -4/10 M12-097 Printed: 06 -26 -2012 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.citukwila.wa.us Mechanical Permit No. Project-No:: MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION King Co Assessor's Tax No.: 000Li r(D ~ c 1 Suite Number: 1 00 Floor: Site Address: i 1 f (''A.Q COIL /\ T. S Tenant Name: NM(� ''n 1 `` Property Owners Name: Ply P1 c�^ \ O �--� . Mailing Address: L. 82.01 �� v Sl e. 100 New Tenant: ❑ Yes B:. No City t State Zip CONTACT PERSON Who do we contact when your permit is ready to be issue r.: Name: (Shan flcy) �`)u(1 )/-4r, ih Day Telephone: 'cld qc�,, Mailing Address: 5( 0 r r / n 11 J t I City State E -Mail Address: S }- ct,nr- )'1h @Q ( (k Zip _ (j5\ Fax Number: ,25b2)1X3 -1617 Company Name: S A k Q c l A 1A Mailing Address: ,CIO J D Contact Person: Sh&„NI"\O - aid(11r'j3 &1/Y\ Sh(A fl non>✓ error 2a,UI I Contractor Registration Number: EMit(./RAI () SSiSt -- E -Mail Address: ,hu!n City Day Telephone: c 8 ?c ��` f1 L05 Fax Number: 9 'A % Expiration Date: Li 1 ) i 3 gD01 State Zi ARCHITECT OF;RECORD All.platis must be'wet stamped by•Architect of Record Company Name: Mailing A. : ess: ntact Person: E -Mail Address: City Day Telephone: Fax Number: State Zip ,ENGINEER OF RECORD. -All plans must be wet stamped by Engineer Of Record Company Name: Mailing Addres • City Contact erson: Day Telephone: E- y •a`il Address: Fax Number: State Zip H:\ Applications \Forms- Applications On Line \2009 Applications \I -2009 - Mechanical Permit Application.doc Revised: 1-2009 bh Page 1 of 2 • r Valuation of Project (contractor's bid price): $ 15,,,o0(-) / p Scope of Work (please rovide detailed information): %Q OM O TU J J. C Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement pi Fuel Type: Electric Gas Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty - Unit Type: -. :: , Qty Unit Type: ' . ., • Qty .; Boiler /Compressor: ' ..Qty -. Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or addition to Heat/Refrig /Cooling System Incinerator — Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM 1 Incinerator — Comm/Ind 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 OW R OR AUTHORIZED AGENT: Signature: ( Date: Print Name: Sham B(J( \IT) x "Y\ Day Telephone: J' 31o) LO &' d5 O� doit IQ' 100\ City State Zip Mailing Address: 'F3(-)c-'3 Date Application Accepted: CU It (� Date Application Expires: I IA I Z Staff Initials: 1 H:\Applications\Forms- Applications On Line\2009 Applications \I -2009. Mechanical Permit Application.doc Revised: 1.2009 bh Pag$ 2 of 2 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.TukwilaWA.gov RECEIPT Parcel No.: 0004800010 Permit Number: M12 -097 Address: 13075 GATEWAY DR TUICW Status: APPROVED Suite No: Applied Date: 06/18/2012 Applicant: AMR Issue Date: Receipt No.: R12 -01992 Payment Amount: $293.85 Initials: WER Payment Date: 06/26/2012 02:19 PM User ID: 1655 Balance: $0.00 Payee: EMERALD AIRE INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1592 293.85 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 293.85 Total: $293.85 doc: Receipt -06 Printed: 06 -26 -2012 GAO 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 SET RECEIPT RECEIPT NO: R12 -01893 Initials: JEM Payment Date: 06/18/2012 User ID: 1165 Total Payment: 161.66 Payee: EMERALD AIRE INC. SET ID: S000001762 SET NAME: Tmp set/Initialized Activities SET TRANSACTIONS: Set Member Amount EL12 -0551 88.20 M12 -097 73.46 Tf1T24� 43 -8-40-- TRANSACTION LIST: Type Method Description Amount Payment Check 1587 161.66 TOTAL: 161.66 ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PERMIT - NONR 000.322.101.00.0 PLAN CHECK - NONRES 000.345.830 88.20 73.46 TOTAL: 161.66 INSPECTION N0." • CITY OF TUKWILA BUILDING DIVISION INSPECTION RECORD Retain a copy with permit PERMIT NO. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit<Inspection Request Line (206) 431 -2451 12 " Project Q _ Type_of Inspection: p O l • Address 'Are. ULI Date Call d• ° �-; Special Instructions: Date Wante d�°'� l Nr f a m: P.m. Requester: Approved per applicable codes. a Corrections required prior to approval. COMMENTS:. if).QI , ,``%' C/0+14 11, u 'r Date: ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. BTL 1111.1.11MIld/i 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072-4315 Phone: (425) 814-8448 Fax: (425) 821-2120 Structural Calculations for AMR Tukwila Mechanical Unit Support 13075 Gateway Drive S June 18th, 2012 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 2 2012 City of Tukwila BUILDING DIVISION 2.. CnYRMULA JUN 1 8 2012 PERMIT CENTER Ma- 011 TL 13N6INJjERI C; 17924 -140'! Avenue NE, Suitc 220 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax: (425) 821-2120 Calculations f:3111;fe. TL 11111112111MIERMENSEll liNGINEER1NC; 17924 - 1401h Avenue NE, Suite 220 Woodinville, WA 980724315 Phone: (425) 814-8448 Fax (425) 821-2120 Gravity Support BTL EN GINEERIN6 ;76r5- f,,J 4 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072-4315 Phone: 4254314-8448 Fax: 425-821,2120 )(/ 5 (i,j esJIG-ti 5 LtS Re-P(Ace5 171/\ ,4 Sim 1 PecRiCto g- kCA-/ A 'T 17— Project: Designed By: Date Page: 6-1 Project Number: Client Scale: 71. TL Bilismomminvosisi ENGINEERING 17924— 140th Avenue NE., Suitt 220 Woodinville, WA 98072-4315 Phone: (425) 814-8448 Fax: (425) 821-2120 Seismic Support AMR Tukwila Revision Date: 6/18/2012 Occupancy Category: II - Other Structures _ I IBC Table 1604.5. Seismic Use Group: I IE = 1.00 (Seismic Factor) is = 1.00 (Snow Factor) = 1:00 (Wind Factor) Site Class: Ss = '.1.473. S1 =0507 F. = 1.00 F;; 1.50 ASCE Table 9.4.1.2 ASCE Table 9.4.1.2.4a ASCE Table 9.4.1.2.46 Design Spectral Response Acceleration: SMs. = FS s = 1.47 S DS = % S MS = 0.98 S = FvS1. = 0.76 SD1 =2 /SM1 = 0.51 S-1 Conterminous. 48 States 2009 International Building Code Latitude = 47.48801 Longitude 122.271248 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.473 (Ss, Site Class B) 1.0 0.507 (S1, Site Class B) Print - Maps 'Ding Maps 13075 Gateway Dr S, Seattle, WA 98168 My Notes ® On the go? Use m.bing.com to find maps, directions, businesses, and more Page 1 of 1 5 -3 http://www.bing.com/maps/print.aspx?mIct=en-us&z=19&s=h&c... 6/16/2012 PP) PosL-5.n Uf\Jli Model NumberYSCO36E4EMA "C00000000300 Customer: Emerald Aire Project: AMR Tukwila Name 3 -10 Ton R410A PKGD Unitary Gas /Electric Rooftop General;:, Unit function Alrflow Design Airflow Tonnage Cooling Entering WB Ambient Temp Heating .EAT Design ESP Evaporator rows Evaporator face area Min. unit operating weight ASHRAE 90:1 DX cooling, gas heat Convertible configuration 1200cfm 3 Tan 67.00F 95.00F 70.00F 0.500in H2O 3.o0Each 7.71sq ft 532.01 b Yes Unit efficiency Airflow Application Fresh air selection Cooling Entering DB Ent Air Relative Humidity Heating capacity Voltage Major design sequence Evaporator fin spacing Evaporator face velocity Max. unit operating weight Rated capacity (AHRI) ;.Standard efficiency Downflow Econ =dry bulb 0 -100% 80.00F 51.08% Medium gas heat 3ph 460/60/3 E - R -410A 192Per Foot 3hp Main Cooling Evap Coll Leaving Air Temp (DB) Cooling Leaving Unit DB Gross Total Capacity Gross Latent Capacity Net Sensible Capacity Fan motor heat Refrig charge (HFC -410A) - ckt 1 Saturated Discharge Temp Circuit. 1 Saturated Discharge Temp Circuit 2 58.55F 59.95F 37.15MBh 9.35MBh 26.40MBh 1:40M Bh 6.3Ib 114.98F Evap Coll Leaving Air Temp (WB) Cooling Leaving Unit WB Gross Sensible Capacity, Net Total Capacity Net Sensible Heat Ratio Dew Point Refrig charge (HFC -410A) - ckt 2. Saturated Suction Temp Circuit 1 56.99E 57.54F 27.8OMBh 35.75MBh 0.74Number 55:99F O.OIb 51.62F O.00F Saturated Suction Temp Circuit 2 O.00F Main Heating Input Heating Capacity Output Heating Cap. w /Fan Heating Delta T 80.00MBh 64.40MBh 48.80F Output Heating Capacity Heating LAT 63.00MBh 118:80F Motor/Electrical,': 5 —TOP PANEL EVAPGRA TOR SECTION ACCESS PANEI CONDENSATE DRANN (ALT) 314-- 1411P1 DIA HOLF 4 114' THROUGH THE SASE CONDENSATE' —; CUNUF,IISER FAIT 73 9/16• 4? 114' PLAN VIEW UNIT DIMENSION DRAWING SUPPLY 00 L__J 1 14 3l4• 6T/E• SP 7/9' CONDENSATE —J RETURN 00 7311r '4 314' X131i4•., 33116' ,:"—COT(DENSER COIL \ -UNIT CONTROL WIRE 7l• DIA HOLE � — SERVICE GAUGE PORT ACCESS 1 316' DIA NOLE —UNIT POWER WIRE ONTROL.AND COMPRESSOR ACCESS PANEL \----1 /7' NPT GAS CONNECTION NOTES. f. THRU -THE -RASE GAS AND ELEC T RICAL IS NOT STANDARD ON ALL UNITS i VERIFY WEIGH I. CONNECTI ON, AND ALLOIMENSION WI TN INSTALLER DOCUMENTS BEFORE INSTALLATION. 36 PACKAGED GAS /ELECTRICAL DIMENSION ORAWIt1G HORIZONTAL AIR FLOW 5 114• 20 /4• O + 1 958' 1111 5516' r T 4 tl4• --a 591I5' 7 5/6' r- id 113. PACKAGED GAS /ELECTRICAL DIMENSION ORAWIt1G HORIZONTAL AIR FLOW 5 ADAPTER CURB FOR TRANE TS C/TH C/WS CNS C/Y H C036 -060A. ADAPTER CURB 37 1/8" Cu 61 9h6" 1 )- 78 3/8" RUCTIONS; 1. REMOVE OW NC UNIT. 2. APPLY 1/4" x 1 1/4" GASKETING. 3. & SECURE ADAPTER CURB. INSTON EXISTING CURB AS REQUIRED BY LOCAL BUILDING CODE. 4. APPLY 1/4 "'x 1 1/4" GASKETING ON ADAPTER CURB. 6. INSTALL & SECURE NEW NC UNIT ON ADAPTER CURB AS REQUIRED BY LOCAL BUILDING CODE. 451 /2" ' JXISTING TRANE UNIT YCD036-060A TCDAMCD/YCD.O3B O6OC STANDARD FEATURES; • HEAVY GA. GALV. STEEL CONSTRUCTION • FULLY INSULATED WITH 1° - 1.5 LB. DENSITY INSULATION • 1/4" x 1 1/4° GASKETING • SHIPPED FULLY ASSEMBLED • SUPPLY AND RETURN DUCT CHAMBERS INCLUDED PRODUCT SUBMITTAL QUOTE . #• Model TC42ACTC80 Manufacturers Equip Approved Date 5 '( CGS-ri v 1 i YCD036SQ213.04 Tag: All dimensions are in inches EVAPORATOR SECT ACCESS PANEL NPT CAS CONN. 5 I/4" TOP PANEL CONDENSER FAN 33 l /2" CONDENSER COIL 02' HOLE (UNIT POWER WIRES) CONTROL Sc COMPRESSOR ACCESS PANEL 83 1/16- 6 3/32" 1 7/8' 2 3/8' 46, 9/16" Standard Efficiency 3 Ton Packaged Gas/Electric Downflow YCD036C over HOLE. (UNIT CONTROL WIRES) CLEARANCE. t6' HORIZONTAL 36, OOWNftOW rvp CCAL R00 OPENING 46 9/f CLEARANCE 56 CLEARANCE 36 Table 2 Accessory Net Weights (Ibs)t Table 1 Unit Wiring Unit Unit Operating. Model No. Voltage Range YCD036C1 187 -253 YCD036C3 187 -253 YCD036C4 414-506 Minimum Circuit Ampadty (Standard/Oversize) 27.1/28:3 18.6/19,8 9,4/9.7 Maximum Fuse Size or Maximum Circuit Breaker' (Standard /Oversize) 40145 25/30 15/15 Note: 1. HACR type circuit breakers per NEC. Economizer Net 40 hides: 1.. Net weight seated be added to unit weight when ordering factory 'meta/led' accessories. 2, Used on 1 phase only, Outside Air Damper Manual Motorized 32 — Root Curb 80 Oversized Motor Adder 5 Hard Stare Kit 5 All Zone Sensors 1. LPG Conversion KII 5 5 —� (IN (! 1 D C L)/Z t3 AMR Tukwila Revision Date: 6/18/2012 0 Seismic Forces. Component Operating Weight. 716.1...:: Ibs F = 0.4 aP Sos Wp RP/ IP [1 +2 (z/h)] F = 337 Ibs F p need not exceed: F = 1.6 Sps Ip WP F = 1125 Ibs F shall not be less than:. F = 0.3 S0s I WP F = 211 Ibs Dimensions: s; .. y =; 69: , in z= 36 .in Curb Height ='^:. 0 ` in Check Uplift: Mar = 6075 113-in MRESIST = 14177 lb-in F z W P Curb Height F.S. = ASCE Eq. 9.6.1.3 -1 ASCE Eq. 9.6.1.3 -2 ASCE Eq. 9.6.1.3 -3 2.3 > 1.5 O.K. NO ■e-r UPL/. -Fr S(4f R f QRcS oNt-7. J 5 -e, AMR Tukwila Revision Date: 6/18/2012 0 �Urzl3 ,4DAP tce is ism15_t Ccief Seismic Forces ......: .....:...:...::... Component Operating Weight 716: Ibs F = 0.4.ap Sps Wp Rp1 Ip Fp = 337 Ibs Fp need not exceed: F = 1.6 Sps Ip Wp FP = 1125 Ibs F p shall not be less than :' F = 0.3 SpS Ip Wp F = 211 Ibs Dimensions: [1 +2 (z/h)] ASCE Eq. 9.6.1.3 -1 ASCE Eq. 9.6.1.3 -2 ASCE Eq. 9.6.1.3 =3 in Y = °ry ,69 in z in Curb Height = 8' in Curb Height FP z 1N Check Uplift: Mor = 8775 lb-in MRESIST = 14177 lb-in F.S. Y 1.6 >_ 1.5 O.K. .. N0 ,rc< r cJPL« r S fu,e cEs O4- S -9 AMR Tukwila 0 Revision Date: 6/18/2012 T i 5 l CL&r3 Seismic Forces Component Operating Weight: 716 . Ibs F = 0.4 aP SDS Wp; [1 +2 (?m)) RP/ IP F = 337 Ibs F p need not exceed: F = 1.6 Sps IP WP F = 1125 Ibs F p shall not be less than: F = 0.3SDSIWP Fp = 211 Ibs Dimensions: y = °;4 `' :,.69 in z• = 36 ::, • in Curb Height = ,; , `ZZ:. , in Check. Uplift: Mor = 13500 lb-in MRESIST = 14177 lb -in E i'1; gba ASCE Eq. 9.6.1.3 -1 ASCE Eq. 9.6.1.3 -2 ASCE Eq. 9.6.1.3 -3 FP W Curb Height F.S. = 1.1 NOT O.K. 1.5 inT UPL tf7 PUS /T(J (6A/ve.c-i!bn/5. PAGE 5-11 S -lo BTL ENGINEERING 17924 - 140th Avenue NE, Suite 220 Woodinville, WA 98072-4315 Phone: 425-814-8448 Fa: 425-821-2120 5 ON/ 70 ADAPIEe% 16 op blo-6 7gze AT 8- A C r SCEELf Tbe A ,ra pt) orn 37 I75. Ceb.;,1 '33-2 Al-)pp-12 713 cuR6: ar) -4/Z Suet, o< 5a to 1C.3 51-te.AR1 = 337 = r))4.. (19 co 5crau 0K Cr-ig6 17, E-t,L 577,46- gob f \/- 3157 lb 5 5 JR mc5vm-c- (,6 5 g_ 2 4o. ( V T"[Ifr 5 (3svo - G04177) uvurr UPC-tfri PEK. 6)0,./Ecno,, ijuECT7Oij5 4- 8 (L. (MwtrIve.x) ij NAIL- 5.4 , 113, 5') 5/ 4o/b .3 Project: Designed By: Date Project Number. Client Scale. Page: ( Dan BUGLE HEAD - SELF DRILLING For drywall .ottochment to metal studs and joists: Also used for altos/wig cobinets through gypsum board and insulation board. Metal thickness — 20; 18 16 and 14 gouge; BUGLE HEAD For drywall attachment to metal studs and joists. Also used for attaching cabinets through gypsum board and Insuloton board. Metal thkkness — 25 and 20 gouge. WAFER HEAD - SELF DRILLING For metal to metol Ironing connections when drywall, plywood and other s'umaot wall materials are used on metol studs and, joists. Metal thicluiess — 20, 18. 16 and 14 gouge. WAFER HEAD For metal to metal framing corinecllone when diyriap, plywood and other sun9or wall moterials are used an metal studs 'and joists: Metal thickness - 25 and 20 gouge: HEX HEAD - SELF DRILLING For otloching steel deck, bockup plotes, door lremee, lathers. channel to metal Iroming .and structural connections. Metol thickness — 20. 18, 16 and 14 gouge: PAN HEAD _ SELF DRILLING For attaching steel deck, backup plates, door ?tomes, lathers channel to metol framing and structural connections. Metal thickness — 18, 16 and 14 gouge. Screw Size. Section . Gouge No. 12 (d =0.209') No. 10 (d=0.1631 No. 8 (d=0.161') No. 6 (d =0.135) Shear Pullout Shear Pullout Shear Pullout 5h ear Pullout. 25 ® 74 50 69 44 65 39 60 32. 20: ` ,185 92 173 81 • 71 149 60 18 c. 258 105 93 222 78. 16 387 151 363 132 341 116 N/A N/A 14 t. J 190 513 186 N/A N/A N/A N/A Main.. Edge. Dist. And 11/16' 9/16' 1/2' 1/2' O.C. Spacing • Notes: 1. Al volues based on connected ports having o minimum yield stress, Fy =33 ksl and o minimum ullirnote stress, Fu =45 ksi. 2. When connecting materials of different gouge thickness, use toads shown for the FFFhler gouge. 3: Applied shear hods moy be multiplied by 0.75 for wind or eorthquoke lauds per A151 A4.4. 4. For screws in tension, the head of the screw, or washer if provided, shall have o minimum diameter of 5/16 inch. —53— 5-12. NATIONAL:DESIGN..SPECIFICATION FORVWO.OD CONSTRUCTIO • 11.2.2 Wood Screws 11.2.2.1 The reference withdrawal design value, in lb/in. of penetration, for 'a single wood screw (cut thread or rolled thread). inserted in grain, with the wood screw axis perpendicular to the wood fibers, shall be determined from Table 11.2B or. Equation 11.2-2, within the range of specific gravities and screw diame- ters given in Table 111.2B. Reference withdrawal design values, W, shall be multiplied by all applicable adjust- ment factors (see Table 10.3.1) to obtain, adjusted with- drawal design values, W'.. W =.2850 G'D (11.2.2) 11.2.2.2 Wood screws shall not be loaded in with- drawal from end grain of wood. 11.2.2.3 When wood screws are loaded in with- drawal, the adjusted tensile strength of the wood screw at net (root). section shall not be exceeded (see 10.2.3). 11.2.3 Nails and Spikes 11.2.3.1 The reference withdrawal design value, in lb /in. of penetration, for . a. single nail or spike driven in the side grain of the main member, with the nail or spike axis perpendicular to the wood fibers, shall be determined from Table 11.2C or Equation 11.2 -3, within the range of specific gravities and nail or spike diameters given. in Table 11.2C. Reference withdrawal design values, W, shall be multiplied by all applicable adjustment factors (see Table 10.3.1) to obtain adjusted withdrawal design values, W. W= 1380G5"D (11.2 -31 11.2.3.2 Nails and spikes shall not be loaded in withdrawal from end grain of wood. 11.2:4 Drift Bolts and Drift Pins Drift bolt and drift pin connections loaded in with- drawal shall be designed in accordance with principles of engineering mechanics. Table 11.2B Cut Thread or Rolled Thread Wood Screw Reference Withdrawal Design Values (W)1 Tabulated withdrawal design values (W) are in pounds per inch of thread penetration into side grain of main member. Thread length is approximately 2/3 the total wood screw len th (see A endix L). Specific Gravity, G 0.73 0.71: 0.68 11.67 0.58 0.55 0.51 0.50 0.49 0.47 0:46 0.44 0.43 0.42 0.41 0:40 0.39 0.8 037 0.36 0.35 0.31 Wood Screw Number g pp 7 8 9 10. 12 14 16 18 20 209 198 181 1.76 132 119. 102 98 94 87 83 76 73 69 66 63 60 57 54 .51 48 38 229 216.: 199 193 144 130 1.12 107 103 95 91 83 79 76 72 69 65 62 59 56 53 41: 249 235 216 209: 157 141 121 117, 112 103 99 90. 75 71 67 64 60 57 45.... 268 254 233 226 169 152, 131 126 121 1:11 107 97 93 89. 85. 81 77 73 69 65 62 ,.48: 288 272 250 243. 182 163 141 135, 130 119 114 105 100 86 82 78 74 70 66 52. ;. 327 310 284 276 207 186 160 154 147 "136: 130 119 114 108 103 98' 93 89 84 80 75 59. . 367 347. 318 309 232 208 179 172 165 152 146 133 127 121 1.16 110 105 99. 94 89 84 406 384 352 342 256 231 198 191. 183 168 161 148 141 134 128 122 116 110 104 99 93 ,..73 446: 421, 387 .375 281 253 217 209 201 185 177 162 155 147 141 134 127 121 114 108 102 80.., 485 459 421 409 306 275 237 228. 219 201 • 193 24 564 533 489 475 356 320 275 264 254 234 224 176 205 168 196 161 187 153 178 146 169 138 161 131 153 125 145 118 137 111 130 .,8,. 7 102 1. Tabulated withdrawal design values (W) for wood screw connections shall :be.multiplied by all applicable adjustment factors (sec Table 10.3.1). AMERICAN FOREST & PAPER ASSOCIATION SH3N31SV i 3dA1-13M0a 11 110Nf103 000M NV3I831YV Table :111.20 Nail and Spike Reference Withdrawal Design Values (WY Tabulated withdrawal des gn values (W) are.in pounds per inch of penetration into side grain of:main.member (see Appendix L). Specific Gravity, Common Wire Nails, Box Nails, and CommonWire.Spikes .Diameter, D Threaded :Nalls. Wire Diameter, D G 0.099" 0.113" 0.128" 0.131" 0.135"7 0.148" 0.I62" 0.192" 0.207 " -_ 0.215" 0 .244" . 0.263" 0.283" .0312" 0375" 0.120" 0.135" 0.148" 0.177" 0.207" 0.73 62 71 80 82 85 93 102 121 130 141 153 165 178 196 236 82. 93 102- 121 141 0:71 58 66 75 __. :, 77 - :: 79. 87. : 95 ;..y 113 -....:121',.,-.... ' '132 ' 154. =2 1661_ 183. -' 220. 77. , • 87 95: j 1.13 132 . 0.68 52 59 67 69 71:� 78 85 101 109 118 _:143 128 138 149. 164 197 69 78 85 101 118 0.67 50 57 65 ' • 66 . 68 - 75 82. 97 � 105 :114: -124 , 133 • , :144 • 158 -790 . 66 ; 75 82� : 97 . 114,; 0.58 35 40 45 46 48 52 57 68 73' 80 86 93 100 110 133 46 52 . 57' 68 180 0.55 31 35 40 41 : .. 42 .. .46 : 50• ,',59°.',':-.:64., . 70 76 81. ,:- :88 97 116, ::-...4"f:. • %' ,46 . ;` "30:: .; 59• : 70 0.51 25 29 33 34 35 38 42 49 '53 58 63 67 73 80 96 34 38 42 49 58 ..0:50 24 28 .: 31 ;. , 32 • ' 33 ;36 40 47,. 50, 55 ;`60 64 ,- 69 I. 76 32:._ 36 40•. -f - 47 55.• 0.49 23 26 30 .30 31 • 34 38 45 48 52 57' 61 66 72 ..91 87 30 34, 38 45 '52 0.47 21 - 24 27 . : '27 :. 28 . 31 34 , ."40 43 _ 47 : :51 ' '.55.. - 59 ; 65 '78 27;. ` :. 3,1 '.34 40 47. 0.46 20 22 25 26 27 29 32 .38 41 45 48 52 56 62 74 26 29 32 38 45 0.44 18 . 20 23 •• 23 ':...24 .' :.:.26 29 ...34: . _ '37 ' . ,40 ' ... 43 , ;47.., 56.' ; 55."... 66 23' -. 26 29;.. ..34:.: 40 0.43 17 19 21 22, 23 25 '27 32 35 38 41 44 47 52 63 22 25 27 32 38 .. 0.42 16 :::. 18 ; 20-.. 21 t. 21 23 •1126 30, 33. 35 . ! ;38 ' ' 41 45 - , ; 49 59 21.. 23 26••• . . 30: 35 0.41 15 17 19 19 20 22 24 29 31 33 36 39 42 46 56 19 22 24 ' 29 33 0.40 14 16 . 18 18 .. ;: 9 .::..:,21 23::.- :27:. 29 :: 31 , _ 34 . : 37 40 44 ' 52 18 :21 2.3:, �' 27 ' . 31. 0.39 13 15 17 17 1 19 21. 25 27 29 .32 34 37 41 49 17 19 21 .25 29 •0:38 12 ..: 14 ;16 16 . ; 17 ;16. 20 ... 24 ' '25' - •. 28 ~26 30.::. 32 35 : .38 46 116. 18 ' 20 . • 24 28 0.37 11 13 I5: 15 16 17 .19 22 24 28 30 .33. 36 43 15 • 17. 19 22 • 26 036 11 , 12 : -14 14 :' 14". ' 16 :x.:17 21. , 22_, '24 ;.::.26.? 28 '30_ 33 .'. 40:. I4: d6: . 17i', 21.. 24 035 10 11 13 13. 14 15 16 19 21 23 24 26 28 31 38. 13 15 16 19. 23 031. 7 8 _ :. . 9 :: ` 10. '. : 101:- : , 71 :...._ .12 ,1 "..14 : ':15 x::17 °' =:18 i ,.: -19 .: ' 21 ., 23 ":: 28 : ..10 11. -12, ... 14 . t : ..17 . Tabulated .wtthdrawol design values (W) for-nal or spike c oections shall be multiplied by all applicable adjustment factors (see Table 103.1). 1 f'�'z 1: � CM 1 2 1 N1 Uii .J\ ReNfrc 1 --no t } • f j ICrevr'\ T. consulammagesi E` GINE1_1t1NC; 17924 —1401h Avenue NE, Suite 220 Woodinville, WA 98072 -4315 Phone: (425) 814 -8448 Fax (42.5) 821-2120 Details FASTEN RT11 TO ROOF CURB W/ 18-64. STEEL STRAP & ()#.12 SCREWS' :fl E OF 69 ONE &ICI CORNS? #14 SCREWS 77/ROUGH CURB ADAPTER grro EXISTING CUR (3)E4. SIDE & 61„ -ro --71.(t (25j' NEW UNIT TieOtA C 02 (3• 11) e7.61.5-rifq Lr• Roar , (5) ..• A cti -ark AL. tAki.k47. (16 7(.S14L) rflit'iltkife\ • .t.,.Lp ATTACHMENT DETAIL \I.E7R k F-t. . tf-i • NEW CURB ADAPTER EXISTING CUM' 1 Do ••••••.. • ACTIVITY NUMBER: M12 -097 DATE: 06/18/12 PROJECT NAME: AMR SITE ADDRESS: 13075 GATEWAY DR S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued i HERMIT COORD COPS PLAN REVIEW /ROUTING SLIP DEPARTMENTS: � N � � Av, 061111- L • Lk uilding Division Fire Prevention Planning Division Public Works ❑ Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete DUE DATE: 06/19/12 Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07/17/12 Approved Approved with Conditions Igyq, Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 02/29/12 Contractors or Tradespeople P ter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L81 to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name EMERALD AIRE INC UBI No. 600591552 Phone 2538725665 Status Active Address 5108 D Street Nw License No. EMERAAI055BL Suite /Apt. License Type Construction Contractor City Auburn Effective Date 1/13/1995 State WA Expiration Date 4/1/2013 Zip 98001 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status SOUNDAI1580W SOUND AIR INC Construction Contractor General Unused 9/16/1985 8/15/1995 Archived Business Owner Information Name Role Effective Date Expiration Date HAPPE, DOUGLAS A President 01/01/2000 Bond Amount RIDGE, JOHN PATRICK Vice President 01/01/2000 1977929 RICHARDS, RON Secretary 01/13/1995 06/01/2000 TREMAINE, DAVIS WRIGHT Agent 01/13/1995 12/31/1999 DUPUIS - FRICKE, LINDA President 01/13/1995 12/31/1999 HAPPE, DOUGLASA President 01/13/1995 12/31/1999 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 THE HANOVER INSURANCE COMPANY 1977929 01/01/2011 Until Cancelled $12,000.00 01/06/2011 3 INS CO OF THE WEST 1352839 10/18/2001 Until Cancelled 01/01/2011 $12,000.0003/29 /2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 17 Continental Western Ins Co CWP243447629 04/01/2012 04/01/2013 $2,000,000.00 03/27/2012 16 Continental Western Ins Co CWP2434476 04/01/2011 04/01/2012 $1,000,000.00 03/08/2011 15 Continental Western Ins Co CWP2434476 04/01/2010 04/01/2011 $1,000,000.00 03/29/2010 14 Continental Western Ins Co CWP2434476 04/01/2009 04/01/2010 $1,000,000.00 03/20/2009 13 CONTINENTAL WESTERN INS CO CWP2434476 04/01/2008 04/01/2009 $1,000,000.00 03/18/2008 12 CONTINENTAL WESTERN INS CWP2434476 04/01/2007 04/01/2008 $1,000,000.00 03/09/2007 11 CONTINENTAL WESTERN INS CWP2434476 04/01/2006 04/01/2007 $1,000,000.00 03/16/2006 https://fortress.wa.gov/lniibbip/Print.aspx 06/26/2012 AVR A GENERAL INFORMATION GENERAL MECHANICAL: VICINITY MAP: WSEC & COMMISSIONING NOTES: HVAC LEGEND & ABBREVIATIONS: PROPERTY TAX NO.: 000480 -0010 LEGAL DESCRIPTION: LEWIS C C DC #37 LOT 3B DF CITY DF TUKWILA SHORT PLAT ND 91 -11 -SS RECORDING ND 9112192032 SAID SHORT PLAT DAF PDR OF PARCEL A OF WD UNDER RECORDING ND 8508301272 BEING IN STEPHEN FOSTER DONATION CLAIM NO 38 & CC LEWIS DONATION CLAIM NO 37 IN SECTIONS 10, 11, 14 & 15 TWP 23 N RANGE 4 EWM - COMMENCE AT PT DESCRIBED AS TPOB OF SAID PARCEL A SAID PT BEING NELY MGN OF R/W OF PUGET SOUND ELECTRIC RR TH S 49 -24 -00 E 400 FT TH N 40 -36 -00 E 702.10 FT TD POB TH N 49 -24 -00 W 325 FT TH S 79 -15 -35 W 12.81 FT TH N 49 -24 -00 W 67 FT TO NWLY LINE OF SAID PARCEL A TH N 40 -36 -00 E 477,92 FT TO NELY LINE OF PARCEL A TH SELY ALG SAID NELY LINE OF SAID PARCEL A 1320 FT M/L TO MOST ELY CORNER OF PARCEL A TH S 40 -36 -00 W 1215,47 FT M/L TAP S 49 -24 -00 E FROM POB TH N 49 -24 -00 W 547.29 FT TD POB PROJECT LOCATION: 13075 GATEWAY DR S TUKWILA WA, 98168 PROJECT DESCRIPTION: UNIT REPLACEMENT, SERVER SPLIT SYSTEM ADD STANDARDS: EQUIPMENT AND MATERIALS SHALL CONFORM WITH APPROPRIATE PROVISIONS OF ARL, ASME, ASTM, UL, NEMA, ANSI, SMACNA, ASHRAE, MFPA, OTHER APPLICABLE AGENCIES AND AHJ AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ASSEMBLY CODE& ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES AND ORDINANCES. IN CASE OF CONFLICT BETWEEN THE DRAWINGS /SPECIFICATIONS AND THE CODES AND ORDINANCES, THE MOST STRICT STANDARD (IN THE OPINION OF THE ENGINEER) SHALL APPLY. THE MECHANICAL CONTRACTOR SHALL SATISFY CODE REQUIREMENTS & REQUIREMENTS DF THE CONTRACT DOCUMENTS AS A MINIMUM STANDARD. APPLICABLE CODES: 2009 IMC W /WASHINGTON STATE AMENDMENTS. 2009 IBC W /WASHINGTON STATE AMENDMENTS, 2009 WASHINGTON STATE ENERGY CODE, GENERAL CONTRACTOR TO PROVIDE ACCESS TO FIRE AND /OR COMBINATION FIRE /SMOKE DAMPERS, NOT TO SCALE THERMOSTATS SHALL BE INTERLOCKED TD PREVENT SIMULTANEDUS HEATING AND COOLING PER WSEC 1422 ECONOMIZERS SHALL MODULATE OUTSIDE AIR FROM MINIMUM TO 100% ECONOMIZER CONTROLS SHALL BE CAPABLE DF EVALUATING OUTDOOR AIR COOLING CAPACITY PER WSEC 1413.2 INSULATE REFRIGERANT PIPING PER WSEC, TABLE 14 -6 SEAL DUCTWORK PER WSEC 1414.1 INSULATE DUCTWORK PER WSEC TABLE 14 -5 COMMISSIONING PER WSEC 1416 INCLUDING COMMISSIONING PLAN, SYSTEMS BALANCING, FUNCTIONAL TESTING, CONTROLS TESTING, OPERATION_ AND MAINTENANCE MANUALS, AND RECORD DRAWINGS, SHALL BE SUBMITTED TO OWNER ON PROJECT COMPLETION, HVAC CONTRACTOR: EMERALD AIRE INC 5108 D STREET AUBURN, WA 98001 PROJECT MANAGER: CONTACT: YOUR NAME HERE :SHANNON BUCKINGHAM VOICE: (253) 872 -5665 FAX: ( 253) 872 -5797 EQUIPMENT SCHEDULES REVISIONS 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. ROOFTOP GAS /ELECTRIC AIR CONDITIONING UNITS # MFR MODEL# CFM SP OSA COOLING HEATING MOTOR WT CNTRL LWA NOTES TONS TOTAL BTUH SEER (EER) IN OUT AFUE ( %) V/o MCA MOCP RTU -1 TRANE YCS036E4EMA 1200 0.25 120 3.0 37 13.00 80 64 80% 460/3 11.7 15 533 7 -DAY 74 1, 2 NOTES: 1. WITH CURB ADAPTER 2. WITH ECONOMIZER AND BAROMETRIC RELEIF OUTDOOR CONDENSING /HEAT PUMP UNITS # MFR MODEL COOLING CAPACITY HEATING CAPACITY ELECTRICAL LWA WEIGHT (LBS.) NOTES TONS CAPACITY (MBH) SEER (EER) IEER CAPACITY (MBH) HSPF (COP) V /PH MCA MOCP LRA CU -1 MITSUBISHI MUY- D36NA -1 3.00 34.6 15.10 N/A N/A N/A 208/1 21.0 -- -- 56 126 1, 2 NOTES: 1. POWER FROM OUTDOOR UNIT TO CORRESPONDING INDOOR UNIT. 2. NO ECONOMIZER PER WSEC SECTION 1433 EXCEPTION #9. FAN COIL UNITS DESCRIPTION # MANUF MODEL OUTDOOR UNIT HEATING COOLING CFM ESP ( "WC) OSA (CFM) ECONO ELECTRICAL WT CONTROL NOTES SOURCE MBH HSPF /AFUE (COP) TONS SEER (EER) V /PH MCA MOCP FC -1 MITSUBISHI MSY- D36NA -8 CU -1 N/A N/A N/A 3.00 15.10 887 0.00 N/A NO 208/1 1.0 N/A 40 7 -DAY 1, 2, 3 NOTES: 1. POWER FROM CORRESPONDING OUTDOOR UNIT. 2. NO ECONOMIZER PER WSEC SECTION 1433 EXCEPTION #9. 3. WITH CONDENSATE PUMP 208/1, PUMP CONDENSATE TO ROOF. REQUIRED FO � iT FOR: ❑ Mechanical litk Electrical gPlumbing Gas Piping City of Tukwila :V BUILDING r, BUILDING DIVISION J GRD IDENTIFIER u SIDE WALL GRILL SUPPLY GRILLE ® THERMAFUSER RETURN AIR GRILLE Q EXHAUST GRILLE EXHAUST FAN EQUIPMENT TAG T -STAT L/V WIRE DUCT RUN ELBOW REDUCER SIDE TAPS 90 ELBOW W/ TURNING VANES FLEXIBLE DUCT MANUAL DAMPER FIRE DAMPER SMOKE DAMPER FD SD r� SFD HP HP H TG H TR ID IN',,: KW LAT LBS. LWT MA MAX MBH MIN MS NC N TS OA OBD OC OD PH PSI QTY R/A REF RET RH RLD RPM S/A SEER SH SOV SP TEMP UC V VAV VD VEL W/ WB W/0 SFD ;If Miff aw c11 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 2 2012 17L . CA/ City of u ila BUILDING ISION SMOKE /FIRE DAMPER MOTORIZED DAMPER BACKDRAFT DAMPER VARIABLE VOLUME /TEMPERATURE HEAT PUMP HORSEPOWER HEATING HEATER INSIDE DIAMETER INCHES KILOWATT LEAVING AIR TEMPERATURE POUNDS LEAVING WATER TEMPERATURE MIXED AIR MAXIMUM THOUSAND BTU'S PER HOUR MINIMUM MOTOR STARTER NOISE CRITERIA NOT TO SCALE OUTSIDE AIR OPPOSED BLADE DAMPER ON CENTER OUTSIDE DIAMETER PHASE POUNDS PER SQUARE INCH QUANTITY RETURN AIR REFRIGERANT RETURN RELATIVE HUMIDITY RELIEF DAMPER REVOLUTIONS PER MINUTE SUPPLY AIR SEASONAL ENERGY EFFICIENCY SENSIBLE HEAT SHUT OFF VALVE STATIC PRESSURE TEMPERATURE UNDERCUT DOOR VOLT VARIABLE AIR VOLUME VOLUME DAM VELOCITY WATT WITH WET BULB WITHOUT RATING PER (HAND OPERpTI)E C ►-' PY Permit No., ��`i(L---0°.\ `, Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize thc: violation of any adopted code or ordinance. Receipt of approved Fiel ' Copy and ••• ; itions is acknowled fed: bi6A City Of BUILD JUN 18 2012 PERMIT CENTER 2' 8' 0' 4' 16' SCALE: 1/8" = 1' -0" a PROJECT NORTH M 12 -011 p: \working projects \amr tukwila (212- 0603) \engineering \cad drawings \amr tukwila \Sheets \MOO TITLE SHEET.dwg vs 1 DESCRIPTION w a 0 PLOT DATE 6/18/2012 ❑ DESIGN DEVELOPMENT DRAWING DATE ❑ COORDINATION DATE ® PERMIT DATE 6/4/2012 ❑ CONSTRUCTION DATE DATE AS BUILT O 0 LIJ LiJ t%) Q 0 0 U Lf ) D w z L.I U DRAWN BY: G MIDDLETON TITLE SHEET SCALE: AS -NOTED MOO 212 -0603 SITE PLA\ SCALE: NTS I \TERIOR PLA\ 1I.\ ■ MUM 11 11 11 .•.,. �SCALE: ATT ACH N TS VE \T DETAIL 3/4 "x1 -1 /4" WIDE GASKETTING FOR CURB FRAME AND ALL DUCT SUPPORT SURFACES UNIT BASE WOOD NAILER METAL CURB FRAME SHEET METAL SCREW THROUGH UNIT BASE <RTU> NEW SPLIT SYSTEM SEE DETAILS FOR - — MOUNTING INSTRUCTIONS LIKE FOR LIKE UNIT CHANGE OUT RE -USE EXISTING CURB REFRIGERANT PIPING DOWN COUNTERFLASHING BY ROOFING CONTRACTOR 4XCANT STRIP INSULATION AND ROOFING MATERIAL BY OTHERS SHEET METAL SCREW THROUGH CURB AND STRUCTURAL MEMBER UNDERNEATH THE UNIT NOTE: CONTRACTOR SHALL ENSURE THAT CURB IS LEVEL IN ALL DIRECTIONS STRUCTURAL SUPPORT AT ROOF PENETRATION BY GENERAL CONTRACTOR RTU CURB ATTACHEVE \T DETAIL SCALE: NTS ROOF PLA\ SCALE: 1 /8" = 1' -0" SERVER ROO SCALE: 1/8" = 1' -0" V 2' 8' 0' 4' SCALE: 1/8" = 1' -0" 16' PROJECT NORTH ciTVRVALA JUN 18 2012 PERMIT CEt4TER p: \working projects \amr tukwila (212- 0603) \engineering \cad drawings \amr tukwila \Sheets \MO1 HVAC PLAN.dwg in z o iii DESCRIPTION LA Q 0 PLOT DATE 6/18/2012 ❑ DESIGN DEVELOPMENT DRAWING DATE COORDINATION DATE PERMIT DATE 6/4/2012 ❑ CONSTRUCTION DATE DATE AS BUILT 0 0 CY W 1) W (f) Q w -J 0 0 .rn 10 0 z w J U DRAWN BY: G MIDDLETON HVAC PLAN SCALE: AS —NOTED MO1 212 -0603