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Permit M10-116 - REISCHLING PRESS
REISCHUNG PRESS 3325 S 116 ST M10 -116 City okukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 In s pe ctio n Request Line: 206 - 431 -2451 Web site: http: //www.ci.tukwila.wa.us MECHANICAL PERMIT Parcel No.: 0923049068 Address: 3325 S 116 ST TUKW Project Name: REISCHLING PRESS INC Permit Number: M10 -116 Issue Date: 10/27/2010 Permit Expires On: 04/25/2011 Owner: Name: RREEF AMERICA REIT II Address: PO BOX 4900 #207 , SCOTTSDALE AZ 85261 Contact Person: Name: MARK HANKIN Address: PO BOX 24567 , SEATTLE WA 98124 Email: MARKHAN @MCKINSTRY.COM Contractor: Name: MCKINSTRY CO LLC Address: PO BOX 24567 , SEATTLE WA 98134 Contractor License No: MCKINCL942DW Phone: 206 832 -8104 Phone: 206 762 -3311 Expiration Date: 03/16/2012 DESCRIPTION OF WORK: INSTALLATION OF 5 -TON COOLING ONLY ROOFTOP PACKAGE UNIT FOR SERVER ROOM Value of Mechanical: $16,835.00 Type of Fire Protection: Permit Center Authorized Signature: Fees Collected: $391.81 International Mechanical Code Edition: 2009 Date: l0 %)- --/ "-"( 0 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 he performance of work. I am authorized to sign and obtain this mechanical permit. Signature: Print Name: Date: l© 2 I0 This permit shall became 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 M10 -116 Printed: 10 -27 -2010 • City of Tukwila �2 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 Parcel No.: 0923049068 Address: Suite No: Tenant: 3325 S 116 ST TUKW REISCHLING PRESS INC PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: M10 -116 ISSUED 08/23/2010 10/27/2010 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: 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. 7: 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. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 11: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. * *continued on next page ** doc: Cond -10/06 M10 -116 Printed: 10 -27 -2010 • 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 I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: Date: 140(7 4) doc: Cond -10/06 M10 -116 Printed: 10 -27 -2010 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us 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.: 092304 -9068 Site Address: 3325 South 116th Street Tenant Name: Reischling Press Inc. Suite Number: 161 New Tenant: Property Owners Name: RREEF AMERICA REIT II Floor: ❑ Yes Mailing Address: MMMM7 Washington, 75 Remittance Dr., Ste 6921 Chicago IL City State 1st .. No 60675 Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Mark Rankin Mailing Address: PO Box 24567 Day Telephone: (206) 832 -8104 Seattle WA 98124 E -Mail Address: markhan @mckinstry.com City State Fax Number: (206) 832 -8649 Zip MECHANICAL CONTRACTOR INFORMATION Company Name: McKinstry Co. Mailing Address: PO Box 24567 WA 98124 Contact Person: Mark Hankie E -Mail Address: markhan @mckinstry.com Contractor Registration Number: 10 -1413 nil C j(CI qu ,Zdr) City State Day Telephone: (206) 832 -8104 Fax Number: (206) 832 -8649 Expiration Date: 12/31/2010 Zip ARCHITECT OF RECORD — All plans must be amped by architect a1 ecord Company Name: Mailing Address: City Day Telephone: Fax Number: Contact Person: E -Mail Address: State Zip ENGINEER OF RECORD — All plans must be stamped by engineer of record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip H:\Applications\Forms- Applications On Line\2010 Applications\7 -2010 - Mechanical Permit Application.doc Revised: 7 -2010 bh Page 1 of 2 Valuation of project (contractor's bid price): $ 16,835.00 Scope of work (please provide detailed information): Installation of 5 ton Cooling Only Rooftop Package Unit for Server Room. Use: Residential: New ❑ Replacement ❑ Commercial: New Replacement ❑ Fuel Type: Electric WI Gas ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Bio ler/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 1 Incinerator — domestic other mechanical equipment air handling unit <10,000 cfm 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. g BUILDING OCR Signature: UTHORIZED AGENT: Print Name: Mark Nankin Date: /O Day Telephone: (• 06) 832 -8104 Mailing Address: PO Box 24567 Seattle WA 98124 Zip IDate Application Accepted: AA., ,� City State I`2 Date Application Expires: H:1Applications \Forms- Applications On Line\2010 Applications \7 -2010 - Mechanical Permit Application.doc Revised: 7 -2010 bh Staff Initials: Page 2 of 2 • 111, 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: htqo://www.ci.tukwila.wa.us Parcel No.: 0923049068 Address: 3325 S 116 ST TUKW Suite No: Applicant: REISCHLING PRESS INC RECEIPT Permit Number: M10 -116 Status: PENDING Applied Date: 08/23/2010 Issue Date: Receipt No.: R10 -01652 Initials: User ID: Payee: JEM 1165 Payment Amount: $391.81 Payment Date: 08/23/2010 11:29 AM Balance: $0.00 MCKINSTRY CO. SERVICE ACCOUNT TRANSACTION LIST: Type Method Descriptio Amount Payment Check 11081 391.81 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES PLAN CHECK - NONRES 000.322.102.00.00 313.45 000.345.830 78.36 Total: $391.81 PAYMENT RE(EIVED • doc: Receipt-06 Printed: 08 -23 -2010 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 it (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro ect: Er SC #44 Z. /s/.' i9Qfcs Type of Inspection: r iA/4 G Address: 33.2. 5 .5 /14 51 Date Called: Special Instructions: Date Wanted:. 9- � Requester: Phone No: (go --q23- y/ IL Approved per applicable codes. Corrections required prior to approval. COMMENTS: (ro ti r jJ /r.-%r EI PECTION FEE REQI) RED. Prior% next inspection. fee must be at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • EINSPECTION FE 4=0 REQUIRED. PPG- to next inspection. fee must be . •.? paid at 6300 Southcenter Blvd., Suite 100. Call tffschedule reins'pection. .• IDatea.04. Supplemental Structural Calculations for: RPI Mechanical Coordination 0 • FRANK Rooftop Unit 3325 S 116th St, Suite 161 Tukwila, WA ECATIE foio -iii Client: McKinstry Co., LLC Date: November 29, 2010 Project No: 0015 - 2010 -18 4742 42 "d Ave SW #297 1 Seattle. WA 98116 1 206.579.8160 1 liz@frankcompany.com 171 i • __ __ I__ --1 • ' i -L 1 4 _i_ ! I .1 _ 1 : t ; 1 I , 1 , 1 1 ' ' • • 4 1 ..8.117&014,1 ' ; ; 1 ; 1 -H. 1.! , , , . . , ) -- Cdt,16 hi-, f -r ' -vkit,1-4 -7117 1 .1 . 1 , • • i 1- ; + .. 1 t , " ! ; _ ; - - . -, L L 1 J. - --F 4- ----- -I - ; i i i ' 1 _I I, I 1 ,_ , I __,_ IL • . I I 1 I • 1 H—I-- I--1 I . 1 I . , - ' . I I I I I 1 • , . i ■ . - - ' • -- - (Si) 4,044 --- - I - I . . — : : :1-1-- : .__, . 4 1 !--1— . ' c )4W ! i .- • ; ,••• 1 0 G , P . (PIO - :- . - 1 1 1 y? 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S: I ! , 1 .-.1—"I ..._ 1-1 — ; F. olokfi ie.: q my Wele4:71- ■ .. - 1 ! i - -Ili— --F----, ri, i_ „.1_1 , t ["-r - 1 ; s.-.I : —H—— . ‘••■• i I 1 1 i . . 44 r 2 .1 - • - ” L Lti ., - 1 ; (E)-z1f6-17-1 ; _.!_ . 1 •-i-i _-__L_i__, , • ! . .1 _, ; , • . , 1 . ; , . --.-- , ; .. ;_._ 1 _ li 1 il ; ' __ . _ -1 ' 1 1 : 1 1 . 1 1 . . • • - 1- -; _+_;___i 1 - ;-. — ..... .1 : l. - _ _ • T___i____. : 1 1 1 1 _ . 1 1 :: . , • ' .., -- 1 - I - ._;,...,.._„..._," 1 • - __, ' ": h -- --- , .4 _ ; ! 1 ! - ; _ ; - ; 1 • , 1 ■ . ; ,; 1 ! 1 . _ ., 1 I - I 4 --, ... . • ■ %I ‘1416 1 1— 1 I 1 —I r , . . , I - 1- - --1i A....K - --1 - • 1 i i -• -- -. - :, - .1 I ' I I - 1 , 1 Ai I I , , H—r- 1: • •' • - 1 i 1 1 , : Ir , I I I ] t1 I 1111! 1 • - • I 1 Ir . i : : ' I -1- --r . : . t. i . • ---1 - - 1 • Il 1 ' 1 I I . 1 ' I t -FRANK co. FRANK CO. 4742 42nd Ave SW #297 Seattle WA, 98116 structLrot engineering Ph: 206.579.8160 f,113 s cski t-e (0 006 —2-010H? ProJ.No. Design Sheet Seismic Design Loads (ASCE 7 -05) for attachment of Mechanical Equipment at roof OCCUPANCY CAT. IMP. FACTOR 1 SITE CLASS; Rp= 6.1 ap = r2 Ss = Si = 0:5;18 Fa= 1.00 F„= 1.50 Sips= 1.00 SDI= 0.52 Table 1 -1 Table 11.5 -1 .3 Table 20.3 -1 Table 13.6 -1 =' Table 13.6 -1 FPuLT= FPAsD= Vertical Design Criteria ASCE 7 -05 IBC 2006 Table 11.4 -1 Table 11.4 -2 0.501 xW 0.358 xW Loads Existing Dead Loads Roof (Composit) °' 25 psf 1/2" Ply -: 3.75.: psf Rafter/Truss :: _1.26 psf Insulation `; .? : 1 psf 5/8" GWB _ :: ":0 psf Misc. /Mech. 1.5r psf 10 psf Use H, 90 psf Eqn. 13.3 -1 SEISMIC DESIGN CATEGORY :D hx/r FPmin= FPmax 1.0 0.30 xW 1.60 xW Live Loads Snow (roof) :. Soil Bearing psf OQ psf 11.6.1.1 Project: RPI Bldg Tukwila Date: Project #: Design: Sheet: 7/20/2010 0015- 2010 -18 EAF Criteria 1 Conterminous 48 States 2006 International Building Code Latitude = 47.49979 Longitude = - 122.2913 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 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 1.502 (Ss, Site Class B) 1.0 0.518 (S1, Site Class B) Conterminous 48 States 2006 International Building Code Latitude = 47.49979 Longitude = - 122.2913 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.502 (SMs, Site Class D) 1.0 0.778 (SM1, Site Class D) Conterminous 48 States 2006 International Building Code Latitude = 47.49979 Longitude - 122.2913 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2 /3xSM1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.002 (SDs, Site Class D) 1.0 0.518 (SD1, Site Class D) C1'2 ..i 1, ol'E_ — r K._`. 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Z(.P► - A* m *i4 a:1 T ! 1 1.0 47 1- "vv�Ly i/6/-,u4-',1 - s' .. b =;11 PSF; () - 25 . i,� - _1 Y 7 /ylrK r{/V �' P� 1 _ C�2Afe)e. 1 _ I - %i?----' +- E � ; 1ol i 1410Z'.4 ZO ..,okA= , ^. 2 i , - 2, 5 - E - :3,6, M ei .yr Z o 1 f • • � L . �- 1 P2�V�p� - 'i . j �t — S I z ! -. � . ' � L-I J S 7a +mot - 1 . -- I 1 1 — �-r —t- ,— r. -� 71)1 t'U `it- Qom P 1dI �� ^ Lq r7/�'Q�: i i : 1 I 1I ` � � 17'% 1 - -•_ ..rf. - -- : 1 -. - -_ - •- - }-- , .UiL {---I I ICI X70 hi 1Z2:J it) - I I _f vi p511 —i ._ : 1 _ ., --,-- •FRANK•`:• FRANK CO. 4742 42nd Ave SW #297 Seattle WA, 98116 structiral engineering Ph: 206.579.8160 -71U PO Date 00)5 -'.010 -1' ProJ. Ha 15 1 85,145?1,4 , /g.-- 1,0 4 I t; 2. > Cg • . : • N 0 '/■) X1 ff_Cri V "' 4t) 0.002-5(,(0:410j = 0' Pe?\11b6—: <SLE.W. -1.7 m e,oNiva-no 'et) 8.: Litg, 12_ ;7164.(R) rok- Lot& S1,o* 1o4I- 1.4 • • 14.6 - 0(0,4)(2_02o ° 7.1 wonsi- 4) .FRANK FRANK CO. 4742 42nd Ave SW #297 Seattle, WA 98116 Ph: 206.579.8160 '171 re111)6 Project Date H 1 iro c6 -2-o10 - le . Base unit dimensions ® 60HJ006,007 ELECTRICAL t DISCONNECT LOCATION 0 -3 13/16" 197] 2 -9 5/16' 1646 51 1 -4 5/16' BOTTOM IT (414 51 0' -6 5/8' 1168 21 o -4 16' (115 El 3 -5 3/15' -29/16 C10461 (653 LEFT SIDE 4, WTarm AIR REAR S " — "" sT �I S 11 -4 FILTER /ECONOMIZER ACCESS PANEL i STD UNIT VARISLIDE" ECONOMIZER CORNER CORNER CORNER CORNER UNIT WEIGHT WEIG WEIGHT WEIGHT (A) WEIGHT (B) WEIGHT (C) WEIGHT (D) 1 1/8 (28 4) L(k Kg Lb Kg Lb Kg Lb Kg Lb Kg Lb Kg 50HJ008 _465211 34 15 4 133 60 3 113 51 3 101 45 8 118 53 5 5011.1007 520 236 34 15 4 149 676 127 " 57 6 112 50 8 132 59 9 ELECTRICAL t DISCONNECT LOCATION 0 -3 13/16" 197] 2 -9 5/16' 1646 51 1 -4 5/16' BOTTOM IT (414 51 0' -6 5/8' 1168 21 o -4 16' (115 El 3 -5 3/15' -29/16 C10461 (653 LEFT SIDE 4, WTarm AIR REAR S " — "" sT �I S 11 -4 FILTER /ECONOMIZER ACCESS PANEL i NOTES 1 Dimensions in ( ) are In millimeters 2 Center of gravity 3 I* Direction of airflow 4 Ductwork to be attached to accessory roof curb only 5 Minimum clearance (local codes or jurisdiction may prevail): a Bottom to combustible surfaces (when not using curb) 0 mm (0 In ), on horizontal discharge units with electric heat 25 mm (1 In) clear- ance to ductwork for 3 m (1 ft) b Condenser cal, for proper airflow, 914 mm (36 In) one side, 305 mm (12 in ) the other The side getting the greater clearance Is optional c Overhead 1524 mm (60 in) b assure proper condenser fan operation d Between units, control box side, 1067 mm (42 In ) per NEC (National Electrical Code USA ) e Between unit and ungrounded surfaces, control box side, 914 mm (36 in) per NEC 1 Between unit and block or concrete walls and other grounded sur- faces, control box side, 1067 mm (42 in ) per NEC g Horizontal supply and return end, 0 mm (0 In ) 6 With the exception of the clearance tor the condenser coil and com- bustible surfaces as stated in Notes 5a, b, and c, a removable fence or barricade requires no clearance 7 Units may be installed on combustible floors made from wood or Class A, 8, or C roof oovedng material 8 th The e vertical base rail center of gravity Is 470 mm (1' -6W/e) up from the bottom of CORNER 'A ,rCONDE85ER COIL \ \ 2 (8003 2' LEFT SIDE 3 -9' (1144 ) 2 (610] / CORNER "Cr OPTIONAL ECORONIZER HOOD // 0 " -3 -- L1 f 1188 8] pp FILTER ACCESS PANEL (019POSABLE FILTERS) f 1' -4 3/8' (4161 fr�rCORNER 'B" BL AF 2 1511 /IB� �0'iB119/16' RIGHT SIDE r EVAPORATOR COIL I RETURN AIR OPENING I VERTICAL SEE SEE NOTE •0 ALT CONDENSATE DRAIN OPENING IN BASEPAN SEE BOTTOM POWER CHARTOELEC 88.3) 1 -8 1/8" (512 4] FRONT 0 -9 1/16' 178] 6 -1 11/16' 2' -10' (16721 (864] CONTROL BOK/CONPRESSOR PANEL Moo Lk 1 +I 0'-10 5/15' RETURN AIR (2791 T r SUPPLY AIR OPENING VERTICAL -0 1/t 73061 4 0 -5 3/B (137] O -2 9/16' 165] 1'-5 9/4' ppjfj� SUPPLY AIR (451] `"''"'tY� 1 0'-5 7/16' (1381 0 -30 -3 3�00NER 'C' x(813 EVAPORATOR FAN MOTOR. BLOWER AND ELECTRIC HEAT ACCESS PANEL VIEW 5 -S 80TT0N POWER CHART. TIESE HOLES REG 0 FOR 115E WITH ACCESSORY PACKAGES - CRBTNPYR001A00 (1/2' 3/4') OR CRS 00 O!t'.1 1/4" THREADED CONNECTION SIZES A 13/4° Dia [35] Field Power Supply Hole 8 2' Dia [51] Power Supply Knock Out C 12A" Dia [441 Charging Port Hote D 7/s Dla [22] Fletd Control Wiring Hole E 3/s " -14 NPT Condensate Drain F 21/2' Dia [64] Power Supply Knock Out NOTES 1 Dimensions in ( ) are In millimeters 2 Center of gravity 3 I* Direction of airflow 4 Ductwork to be attached to accessory roof curb only 5 Minimum clearance (local codes or jurisdiction may prevail): a Bottom to combustible surfaces (when not using curb) 0 mm (0 In ), on horizontal discharge units with electric heat 25 mm (1 In) clear- ance to ductwork for 3 m (1 ft) b Condenser cal, for proper airflow, 914 mm (36 In) one side, 305 mm (12 in ) the other The side getting the greater clearance Is optional c Overhead 1524 mm (60 in) b assure proper condenser fan operation d Between units, control box side, 1067 mm (42 In ) per NEC (National Electrical Code USA ) e Between unit and ungrounded surfaces, control box side, 914 mm (36 in) per NEC 1 Between unit and block or concrete walls and other grounded sur- faces, control box side, 1067 mm (42 in ) per NEC g Horizontal supply and return end, 0 mm (0 In ) 6 With the exception of the clearance tor the condenser coil and com- bustible surfaces as stated in Notes 5a, b, and c, a removable fence or barricade requires no clearance 7 Units may be installed on combustible floors made from wood or Class A, 8, or C roof oovedng material 8 th The e vertical base rail center of gravity Is 470 mm (1' -6W/e) up from the bottom of CORNER 'A ,rCONDE85ER COIL \ \ 2 (8003 2' LEFT SIDE 3 -9' (1144 ) 2 (610] / CORNER "Cr OPTIONAL ECORONIZER HOOD // 0 " -3 -- L1 f 1188 8] pp FILTER ACCESS PANEL (019POSABLE FILTERS) f 1' -4 3/8' (4161 fr�rCORNER 'B" BL AF 2 1511 /IB� �0'iB119/16' RIGHT SIDE r EVAPORATOR COIL I RETURN AIR OPENING I VERTICAL SEE SEE NOTE •0 ALT CONDENSATE DRAIN OPENING IN BASEPAN SEE BOTTOM POWER CHARTOELEC 88.3) 1 -8 1/8" (512 4] FRONT 0 -9 1/16' 178] 6 -1 11/16' 2' -10' (16721 (864] CONTROL BOK/CONPRESSOR PANEL Moo Lk 1 +I 0'-10 5/15' RETURN AIR (2791 T r SUPPLY AIR OPENING VERTICAL -0 1/t 73061 4 0 -5 3/B (137] O -2 9/16' 165] 1'-5 9/4' ppjfj� SUPPLY AIR (451] `"''"'tY� 1 0'-5 7/16' (1381 0 -30 -3 3�00NER 'C' x(813 EVAPORATOR FAN MOTOR. BLOWER AND ELECTRIC HEAT ACCESS PANEL VIEW 5 -S 80TT0N POWER CHART. TIESE HOLES REG 0 FOR 115E WITH ACCESSORY PACKAGES - CRBTNPYR001A00 (1/2' 3/4') OR CRS 00 O!t'.1 1/4" THREADED VIRE REO'D HOLE CONDUIT USE SIZES SIZE (NAI.) 1/2' 24V 7/B's22.23 3/4' POWER. 1 1/8 (28 4) 1 1/4' POWER. 1 3/4'(44.43 • - SELECT EITHER 3/4 OR 1 1/4 FOR POWER. DEPENDING ON WIRE SIZE O -7 1/4' (184] 1 -5 5/ -10 19/1 • O -0 3/8' (439 (274 6) 1101 0 -4 1 /16' (103 2] FILTER ACCESS PANEL (DISPOSABLE FILTERS) 2 -1 1/18' (6 51 E'er P +O� FORK TRUCK SLOTS / 0 -5 3/4' 146] 0' -2 1 /4'DIA OUT 10E (TYP 8 PLACES) OF PANEL FRONT 2' -1 15/16' (656 63 SUPPLY AIR RETURN AIR ACCESSORY 14300 FILTER %pia, b IIf;. OUTSIDE AIR 0' -E 1 /" 0 -5 11/16' (144 3] RIGHT SIDE E 970 CONDENSATE DRAIN 11 SUBMITTAL FORM NO. 1174 -24P SUBMITTED TO COMPANY: DRAWN BY: A.L.L. JOB NAME: EQUIPMENT NOTES: FEATURES *Roofcurb sides and ends are 16ga. galvanized steel. (.058 min.) "Gasketing package provided. Full perimeter wood nailer. NOTES: 1.) Adjustable pitched /adjustable height curbs and taller curbs are available, 2.) Attach ductwork to roofcurb. Flanges of duct rest on top of curb. 3.) Roofcurbs are marked with the Carrier part number. 4.) The standard MicroMetl curbs do not have service plate holes. If they are required, you must specify on the order. Blocked top corners Knocked -down Roofcurbs for Carrier 48 /50TC A /B04- A /B07; 50TCQ A04 -A07; 48/50HC A04 -A06; 48 /50TF,TM,HJ,TFQ 004 -007; 48 /50HE 003 -006 Units Part Number: 0537 Series Opening for thru the bottom electrical con- nections (4) insulated deck pans 1 3/4" Alt. drain hole 0537 Series Roofcurb Specifications (in inches) MicroMetl Part No. Carrier Part No. A 0537 -008A N/A 8 0537 -011A N/A 11 0537 -014A CRRFCURB001A01 14 0537 -024A CRRFCURB002A01 24 13 7/8" ' 2" typ. 67 3/8" Corner Detail 1 3/4" NOTE: If using through- the -side of the curb gas or electrical connections, you must specify service holes are required. Optional service plates: 0815 -0537. A CROSS SECTION OF CURB THIS DOCUMENT IS THE PROPERTY OF MICROMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MICROMETL'S WRITTEN CONSENT. MICROMETL CORP. • 3035 NORTH SHADELAND AVENUE, SUITE 300 • INDIANAPOLIS, IN. 48226 • 1- 800-662 -4822 ••• MICROMETL SPARKS • 202 SOUTH 18TH ST. • SPARKS, NV 89431 • 1- 800-884 -4862 GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) CRITERIA L. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2006 EDITION). ?. DESIGN LOADING CRITERIA ROOF LIVE LOAD 25 PSF FLOOR LIVE LOAD (STORES - RETAIL FIRST FLOOR) 100 PSF MECHANICAL UNITS WEIGHTS FURNISHED BY MANUFACTURER SNOW Ce =1.0, Is =1.0, Ct =1.1, Pg =25 PSF, Pf =20 PSF WIND Iw =1.0, GCpi =0.18, 85 MPH, EXPOSURE "B" EARTHQUAKE . . . ANALYSIS PROCEDURE: NON- STRUCTURAL COMPONENTS SITE CLASS =D, Ss =1.50, Sds =1.0, S1 =0.52, SD1 =0.52 SDC D, Ip =1.0, ap =2.5, Rp =6.0 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 1. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 3. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 3. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. RENOVATION 9. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. WOOD 10. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) AND BEAMS: (4X MEMBERS) STUDS, PLATES & MISC. FRAMING: HEM -FIR NO. 2 MINIMUM BASE VALUE, Fb = 850 PSI DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1000 PSI DOUGLAS -FIR -LARCH OR HEM -FIR NO. 2 11. PRESSURE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD. PRESSURE TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO A RENTION OF 0.25 PCF. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO A RETENTION OF 0.40 PCF. WOOD FOR USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO A RETENTION OF 0.60 PCF. SODIUM BORATE (SBX) TREATED WOOD SHALL NOT BE USED WHERE EXPOSED TO WEATHER. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACQ -A, CBA -A, CA -B, OR SBX TREATED WOOD SHALL BE G185 OR A185 HOT DIPPED OR CONTINUOUS HOT- GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL. 12. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C -2008. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC -ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITT" SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. 13. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 6d 2" 0.113" 8d 2 -1/2" 0.131" 10d 3" 0. 148" 12d 3 -1/4" 0.148" 16d 3 -1/4" 0.131" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (2005 EDITION) WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. 14. WOOD FRAMING NOTES - -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. FILE COPY Structural Calculations for Permit Submittal RPI Mechanical Coordination Rooftop Unit • FRANK• 3325 S 116th St, Suite 161 Tukwila, WA REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 5 2010 City of Tukwila BUILDING DI II InN Client: McKinstry Co., LLC Date: July 20, 2010 Project No: 0015 - 2010 -18 4742 42nd Ave SW #297 1 Seattle. WA 981161 206.579.8160 1 liz @fran cITYROARLA AUG 2 32010 rrR cmio I coric wAqi- I I • : 4if 7 I I I i ; ; • , , I 1 • , T7 T UTLI NIE or /4 Th A9 4x( CLEErez '1P v • '2 : • • (E-)R1/2 • r 4_ FA-g-Ti/V- Qnor I ; . I _ . I ! : • . •FRAN•• FRANK CO. 4742 42nd Ave SW #297 Seattle WA, 98116 s: Ph: 206.579.8160 3525 <c (SALf-ILA Project Date D015— —ZOO 2 ProJ. No. Design Sheet --r s L-EfP Pm-PLAN it, L. ik-k spigot,/ t fl ema 3tb,J +Tupw)A.9: u1.21.1 /■.) • (6) ooh ; Ls-Fre ecn--/.04;Cri._ —t- L -1 • L A1/\) I I • • • _ • I- ! ; ; . • I • •FRANK e FRANK CO. 4742 42nd Ave SW #297 Seattle WA, 98116 Ph: 206.579.8160 FP( S 1( 10 ;i gip 17:e-R9! • ql 7/0/10 Project Date C019-16,0 Proj.No. —Or Design Sheet Seismic Design Loads (ASCE 7 -05) for attachment of Mechanical Equipment at roof OCCUPANCY CAT. IMP. FACTOR 1 SITE CLASS?, ap = Ss = Fa = 1.00 Table 11.4 -1 F„ = 1.50 Table 11.4 -2 hx/r 1.0 Sips= 1.00 SDI= 0.52 Table 1 -1 Table 11.5 -1 Table 20.3 -1 Table 13.6 -1 Table 13.6 -1 SEISMIC DESIGN CATEGORYk 11.6.1.1 FPuLr= FPASD= 0.501 xW 0.358 xW Vertical Design Loads Criteria ASCE 7 -05 IBC 2006 Existing Dead Loads Roof (Composit) 1/2" Ply Rafter/Truss Insulation 5/8" GWB Misc./Mech. Use psf psf psf psf psf psf 10 psf psf Eqn. 13.3 -1 FPmin FPmax= 0.30 xW 1.60 xW Live Loads Snow (roof) Soil Bearing psf p f Project: RPI Bldg Date: 7/20/2010 Tukwila Project #: 0015- 2010 -18 Design: EAF Sheet: Criteria 1 Conterminous 48 States 2006 International Building Code Latitude = 47.49979 Longitude = - 122.2913 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 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 1.502 (Ss, Site Class B) 1.0 0.518 (S1, Site Class B) Conterminous 48 States 2006 International Building Code Latitude = 47.49979 Longitude = - 122.2913 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.502 (SMs, Site Class D) 1.0 0.778 (SM1, Site Class D) Conterminous 48 States 2006 International Building Code Latitude = 47.49979 Longitude = -122.2913 Design Spectral Response Accelerations SDs and SD1 SDs = 2 /3xSMs and SD1 = 2 /3xSM1 Site Class D - Fa= 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.002 (SDs, Site Class D) 1.0 0.518 (SDI, Site Class D) C12 j ' +i2 - S o-Y i r .. l i r I � o O. c `�.- - � ' L_. —r i! i- I i , - 54)C? 54)C? -141- (Nle,i0) �� L_-_*t. 1 1 7 ..1 . /V►�A 1 I ^Akin,�s , _ T _ w= 144. { - �.., O _. -1._ !.: C) f -k ; } N a; . 26:5 :ca j,- Wit: 0 3 . , vN1 a =Yd -! I . ZfJ, 34` �, , o t i - -4 �_ I - 1 ! . 1 Po1 a -OB - -L5 f -: _ I i { 4t t P. . 1 • I r 1 I i— i - ._ _ • - 4 L- ' _ 5'V ; .4k I : 4t"' Ica g ;Owl - Ts j _ 1 1 ,0T f d - 1., 4 l r? /TIC Al�'. - L _ ; -- [, 1 —� T '91 mot 0 -r I -� — - i r -), . e, I P - 3'f 1 -,x Z - 914 •. , p 11 8 ' I P Ohl V i • $°10 Cj -iL ; L -fi,, ` (0 p6f < 7/31051 1 1 . :._ -FS. - X - -3- - ► - .• 3.0 _ • I _ -_ >.l _ _. ; . 1 Q g'.'4'' i0;4111 .......I&aa l`f, -'311O�sc �' -6/77 -' .go' .. ; . a iekr 1T - .. Go,Afti 2,t-:u Div : 5Z i i p 121 vi c (4) /2' ,t sc i f - 0 - -- 11 , o • - ? ! .1- 5% tti02 I ; _oi- u1? 16 S6D-,- ' --- - •FRANK c • st; :)tt::rat enginaerin +9 FRANK CO. 4742 42nd Ave SW #297 Seattle WA, 98116 Ph: 206.579.8160 Pl - 325 S 1! is Project 1- :,(1,9i -(U //o Date °015.-10/6 Pro'. No. Design Sheet Base unit dimensions — 50HJ006,007 UNIT STD UNIT WEIGHT VARISLIDE- ECONOMIZER WE GHT CORNER WEIGHT (A) CORNER WEIGHT (8) CORNER WEIGHT (C) CORNER WEIGHT (D) Lb, Kg Lb Kg Lb Kg Lb Kg Lb Kg Lb Kg 501J008 ,,4611 34 154 133 603 113 513 101 458 118 535 5OHJ007 520 236 34 15 4 149 67 6 127 57 6 112 50 8 132 59 9 ELECTRICAL t DISCONNECT LOCATION 1 -62416" 0 -3 13/16' 2 -9 5/16' (846 51 1 -4 S/16' B TTOIT (414 SI 0' -6 5/8" (188 21 3 5 3/16'- TYP -2 9/16' [10463 (551 LEFT SIDE REAR 51 FILTER/ECONOMIZER ACCESS PANEL CONDENSER COIL VMOM LEFT SIDE 3 -9" (1144 1 13/4" (451 OUinton AIR NOTES 1 Dimensions in [ ] are In millimeters 2 cb Center of gravity 3 E'.0. " ctDirection of airflow 4 Ductwork to be attached to accessory roof curb only 5 Minimum clearance (local codes or Jurisdiction may prevail): a Bottom to combustible surfaces (when not using curb) 0 mm (0 In ), on horizontal discharge units with electric heat 25 mm (1 In) clear- ance to ductwork for 3 m (1 R) b Condenser coil, for proper airflow, 914 mm (38 In) one aide, 305 mm (12 in) the other The side getting the greater clearance is optional c Overhead, 1524 mm (60 in) to assure proper condenser fan operation d Between units, control box side, 1067 mm (42 In ) per NEC (National Electrical Code U S A ) e Between unit and ungrounded surfaces, control box side, 914 mm (36 In) per NEC 1 Between unit and block or concrete walls and other grounded sur- faces, control box side, 1067 mm (42 in) per NEC g Horizontal supply and return end, 0 mm (0 in ) 6 With the exception of the clearance for the condenser coil and com- bustible surfaces as stated in Notes 5a, b, and c, a removable fence or barricade requires no clearance 7 Units may be installed on combustible floors made from wood or Class A, B, or C roof covering material 8 The vertical center of gravity is 470 mm (1'- 61/21 up from the bottom of the base rail -1 5�0 -4 1/2' (5337 (114] OPTIONAL ECONOMIZER HOOD 2 -0' (610) C 2 1 11 /I6'----1 (6527 r EVAPORATOR COIL N_ VERTICAL RETURN AIR OPENING I L VERTICAL SEE NOTE N6 /, (76 2 - - _ _ -- .�� 4 0(188/01 8 SEE BOTTOM POWER CORNER 'D' CHART(ELEC OW) 1 -8 5/8',.1 ` (512 4] FILTER ACCESS PANEL (013POSA0LE FILTERS) t'- 413/8' BLOCKOFF (4187 PANEL ✓I.,∎} CORJER '8' - W(173116' R I GHT SIDE 0' -10I 15/16' / / / / //, RETURN AIR 12783 t ALT CONNATE DRAIN OPENING IN BASEPAN FRONT 0 -3 1/16' (767 6 -1 11/16' 2•_10' t (1872] (8841 `SUPPLY AIR 1 OPENING i VERTICAL -0 / /ifs 00 - 3CORNER 'C' 1306) —ten -0 -0 3/8' 1 -5 S/1 C499 7] 0 -5 3/B' (1371 ` o -2 9/16• (651 1' -5 3/4' Eli> SUPPLY AIR (4511 �"'"'''S/ 1 0'-S 7/18' (1301 CONTROL CONNECTION SIZES A 13 Dia [35] Field Power Supply Hole B 2' Dia [51] Power Supply Knock Out C 13/4' Dia [44] Charging Port Hole D 1/t;" Dia [22] Field Control Wiring Hole E 3/4 " -14 NPT Condensate Drain F 21/2" Dia [64] Power Supply Knock Out NOTES 1 Dimensions in [ ] are In millimeters 2 cb Center of gravity 3 E'.0. " ctDirection of airflow 4 Ductwork to be attached to accessory roof curb only 5 Minimum clearance (local codes or Jurisdiction may prevail): a Bottom to combustible surfaces (when not using curb) 0 mm (0 In ), on horizontal discharge units with electric heat 25 mm (1 In) clear- ance to ductwork for 3 m (1 R) b Condenser coil, for proper airflow, 914 mm (38 In) one aide, 305 mm (12 in) the other The side getting the greater clearance is optional c Overhead, 1524 mm (60 in) to assure proper condenser fan operation d Between units, control box side, 1067 mm (42 In ) per NEC (National Electrical Code U S A ) e Between unit and ungrounded surfaces, control box side, 914 mm (36 In) per NEC 1 Between unit and block or concrete walls and other grounded sur- faces, control box side, 1067 mm (42 in) per NEC g Horizontal supply and return end, 0 mm (0 in ) 6 With the exception of the clearance for the condenser coil and com- bustible surfaces as stated in Notes 5a, b, and c, a removable fence or barricade requires no clearance 7 Units may be installed on combustible floors made from wood or Class A, B, or C roof covering material 8 The vertical center of gravity is 470 mm (1'- 61/21 up from the bottom of the base rail -1 5�0 -4 1/2' (5337 (114] OPTIONAL ECONOMIZER HOOD 2 -0' (610) C 2 1 11 /I6'----1 (6527 r EVAPORATOR COIL N_ VERTICAL RETURN AIR OPENING I L VERTICAL SEE NOTE N6 /, (76 2 - - _ _ -- .�� 4 0(188/01 8 SEE BOTTOM POWER CORNER 'D' CHART(ELEC OW) 1 -8 5/8',.1 ` (512 4] FILTER ACCESS PANEL (013POSA0LE FILTERS) t'- 413/8' BLOCKOFF (4187 PANEL ✓I.,∎} CORJER '8' - W(173116' R I GHT SIDE 0' -10I 15/16' / / / / //, RETURN AIR 12783 t ALT CONNATE DRAIN OPENING IN BASEPAN FRONT 0 -3 1/16' (767 6 -1 11/16' 2•_10' t (1872] (8841 `SUPPLY AIR 1 OPENING i VERTICAL -0 / /ifs 00 - 3CORNER 'C' 1306) —ten -0 -0 3/8' 1 -5 S/1 C499 7] 0 -5 3/B' (1371 ` o -2 9/16• (651 1' -5 3/4' Eli> SUPPLY AIR (4511 �"'"'''S/ 1 0'-S 7/18' (1301 CONTROL 80X/COMPRESSOR PANEL CI EVAPORATOR FAN MOTOR, BLOWER AND ELECTRIC HEAT ACCESS PANEL I *De ( ) 10 OOP (107 VIEW 5 -S BOTTOM PONER CHART' THESE HOLES REG 0 FOR USE WITH ACCESSORY PACKAGES - CRBTIPWR001A0000 (1/2' 9/4') 048 71 9R002A00 (12.1 1/4' tH1EAIIED VIRE REO'O HOLE CONDUIT USE SIZES SIZE DIANA 1/2' 24V 7/8'(22.2) 3/4' POWER. 1 1/8 "(28 41 1 1/4' POWER' 1 3/4'(44.4) • - SELECT EITHER 3/4 OR 1 1/4' FOR POWER, DEPEN0IN0 ON LIRE SIZE 0 -7 1/4' (1641 -10 13/1 0 -4 1/16' (274 ' (103 27 FILTER ACCESS PANEL (DISPOSABLE FILTERS) 2 -1 1/16' (6' 5] 6 -11 7/8' 1 130 (D ACCESSORY HOOO FILTER *3 1If4' OUTSIDE A10 0,88 (208 21• } FORK TRUCK SLOTS 0 -5 3/4 2' -1 15/1 /� 10 -5 11/18' 1401 % (658 fit (144 31 0' -2 1/4 (A OUT IDE SUPPLY A1R RETURN AIR FRONT CHP 8 PLACES) PANEL RIGHT SIDE E STD CONDENSATE DRAIN 11 SUBMITTAL FORM NO. 1174 -24P SUBMITTED TO COMPANY' DRAWN BY JOB NAME. EQUIPMENT NOTES- A.L.L. FEATURES *Roofcurb sides and ends are 16ga. galvanized steel. (.058 min.) *Gasketing package provided. *Full perimeter wood nailer. NOTES: 1.) Adjustable pitched /adjustable height curbs and taller curbs are available, 2.) Attach ductwork to roofcurb. Flanges of duct rest on top of curb. 3.) Roofcurbs are marked with the Carrier part number. 4.) The standard MicroMetl curbs do not have service plate holes. If they are required, you must specify on the order. NOTE: If using through- the -side of the curb gas or electrical connections, you must specify service holes are required. Optional service plates: 0815-0537. Blocked t op corners Knocked -down Roofcurbs for Carrier 48 /50TC A /B04- A /B07; 50TCQ A04 -A07; 48/50HC A04 -A06; 48 /50TF,TM,HJ,TFQ 004 -007; 48/50HE 003 -006 Units Part Number: 0537 Series 0537 Series Roofcurb Specifications (in inches) A MicroMetl Part No. Carrier Part No. 0537 -008A N/A 8 0537 -011A N/A 11 0537 -014A CRRFCURB001A01 14 0537 -024A CRRFCURB002A01 24 Opening for thru the bottom electrical con- nections (4) insulated deck pans 1 3/4" Alt drain hole 1' 7/8" �� 2" t yp :. !!/��� Supply ai`, 67 3/8" Corner Detail 37 3/16" 1 3/4" l i A a_ CROSS SECTION OF CURB THIS DOCUMENT IS THE PROPERTY OF MICROMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MICROMETL'S WRITTEN CONSENT. MICROMETL CORP. • 3035 NORTH SHADELAND AVENUE, SUITE 300 • INDIANAPOLIS, IN. 46226 • 1- 800-662 -4822 ••• MICROMETL SPARKS • 202 SOUTH 18TH ST. • SPARKS, NV 89431 • 1- 800 - 884 -4662 GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) CRITERIA ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2006 EDITION). ?. DESIGN LOADING CRITERIA ROOF LIVE LOAD 25 PSF FLOOR LIVE LOAD (STORES - RETAIL FIRST FLOOR) 100 PSF MECHANICAL UNITS WEIGHTS FURNISHED BY MANUFACTURER SNOW Ce =1.0, Is =1.0, Ct =1.1, Pg =25 PSF, Pf =20 PSF WIND Iw =1.0, GCpi =0.18, 85 MPH, EXPOSURE "B" EARTHQUAKE . . . ANALYSIS PROCEDURE: NON- STRUCTURAL COMPONENTS SITE CLASS =D, Ss =1.50, Sds =1.0, S1 =0.52, SD1 =0.52 SDC D, Ip =1.0, ap =2.5, Rp =6.0 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 1. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. >. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 7. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 3. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. RENOVATION ). DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. WOOD 10. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, AND GRADED AND MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: JOISTS (2X & 3X MEMBERS) AND BEAMS: (4X MEMBERS) STUDS, PLATES & MISC. FRAMING: HEM -FIR NO. 2 MINIMUM BASE VALUE, Fb = 850 PSI DOUGLAS FIR -LARCH NO. 1 MINIMUM BASE VALUE, Fb = 1000 PSI DOUGLAS- FIR -LARCH OR HEM -FIR NO. 2 11. PRESSURE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD. PRESSURE TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED TO A RENTION OF 0.25 PCF. WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO A RETENTION OF 0.40 PCF. WOOD FOR USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO A RETENTION OF 0.60 PCF. SODIUM BORATE (SBX) TREATED WOOD SHALL NOT BE USED WHERE EXPOSED TO WEATHER. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACQ -A, CBA -A, CA -B, OR SBX TREATED WOOD SHALL BE G185 OR A185 HOT DIPPED OR CONTINUOUS HOT - GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL. 12. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C -2008. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC -ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITT" SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" SERIES JOIST HANGERS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE -HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. 13. WOOD FASTENERS A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 6d 2" 0.113" 8d 2 -1/2" 0.131" 10d 3" 0.148" 12d 3 -1/4" 0.148" 16d 3 -1/4" 0.131" IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (2005 EDITION) WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" AND SMALLER LAG SCREWS. 14. WOOD FRAMING NOTES- -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. 09 -01 -2011 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director MARK HANKIN PO BOX 24567 SEATTLE WA 98124 RE: Permit No. M10 -116 3325 S 116 ST TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/08/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/08/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. M10 -116 '4,IL__ 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 city of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director March 15, 2011 Mark Hankin McKinstry PO Box 24567 Seattle, WA 98124 RE: Request for Extension Mechanical Permit No. M10 -116 Reischling Press — 3325 S 116 St Dear Mr. Hankin, This letter is in response to your written request for an extension to Permit Number M10 -116. The Building Official has reviewed your letter and considered your request to extend the above referenced permits. The City of Tukwila Building Division will be extending your permits an additional 180 days from the date of expiration, through October 21, 2011. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, vVv� fer Marshall 't Technician File: Permit No. M10 -116 W:\Permit Center\Extension Letters \Pennits\2010\M10 -116 Permit Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Page 1 of 1 Bill Rambo - Permit M10 -116 From: "Mark Hankin" To: Date: 03/14/2011 3:10 PM Subject: Permit M10 -116 Bob Benedicto: I am submitting this email as our request to extend permit M10 -116 for an additional 180 days. We anticipate that this project will be complete by the current expiration date of 04/25/2011, but want to make sure we are covered in case the weather does not cooperate. Thank you in advance for this consideration. Best Regards, Mark Hankin Project Manager p 206.832.8104 I m 206.510.1272 McKinstry Consulting 1 Construction 1 Energy ( Facility Services www.mckinstry.com This email is the property of McKinstry or one of its affiliates and may contain confidential and/or privileged information. If you are not the intended recipient or have received this e-mail in error please notify the sender immediately and delete this e-mail. Any unauthorized copying, disclosure or distribution of the material in this e-mail is strictly forbidden. IPo 4e4, p,/1677-0 tOvok "1/A1, RECEIVED CITY OR TUKWILA MAR 1.4 2011 %AMIT CENTER file: / /C:\ temp \ XPGrpWise\4D7E2FE6tuk-mail6300-po 100136753 814FD91 \GW 100001.... 03/14/2011 03 -02 -2011 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director MARK HANKIN PO BOX 24567 SEATTLE WA 98124 RE: Permit No. M10 -116 3325 S 116 ST TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 04/25/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 04/25/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. N110 -116 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 •PL R IT cooRriCOPY 1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M10 -116 PROJECT NAME: REISCHLING PRESS INC. DATE: 08/23/10 SITE ADDRESS: 3325 S 116 ST X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Mt n Public Works -td Ire Prevention nStructural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete k- Comments: Incomplete DUE DATE: 08/24/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Building Please Route REVIEWER'S INITIALS: Structural Review Required ❑ No further Review Required n DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: 1%v DUE DATE: 09/21/10 Not Approved (attach comments) n DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeople Peer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEI 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 MCKINSTRY CO LLC UBI No. 602569922 Phone 2067623311 Status Active Address Po Box 24567 License No. MCKINCL942DW Suite /Apt. License Type Construction Contractor City Seattle Effective Date 3/16/2006 State WA Expiration Date 3/16/2012 Zip 98134 Suspend Date County King Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status LYDIGML901JLLYDIG+ MCKINSTRY LLC Construction Contractor General Unused 4/13/2010 4/13/2012 Active WESTVI'121RF WESTVENT INC Construction Contractor General Unused 12/6/1988 9/1/1994 Archived MCKIN••372N0 MCKINSTRY CO Construction Contractor General Unused 8/20/1963 1/2/2008 Re Licensed Business Owner Information Name Role Effective Date Expiration Date PEDERSEN, JAMIE D Agent 03/16/2006 Bond Amount ALLEN, DEAN CHARLES Partner /Member 03/16/2006 929511574 MOORE, DOUGLAS JAMES Partner /Member 03/16/2006 ALLEN, DAVID EDWARD Partner /Member 03/16/2006 TRAVELERS CAS ti SURETY CO TEPLICKY, JOSEPH WILLIAM Partner /Member 03/16/2006 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 WESTERN SURETY CO 929511574 09/09/2010 Until Cancelled $12,000.0009/02 /2010 1 TRAVELERS CAS ti SURETY CO 104702039 01/03/2006 Until Cancelled $12,000.00 03/16 /2006 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 3 ZURICH AMERICAN INS CO CP0399990301 01/31/2009 01/31/2011 $2,000,000.00 12/07/2009 2 ZURICH AMERICAN INS CO CP03999903 01/31/2008 01/31/2009 $2,000,000.00 01/31/2008 1 CHARTER OAK FIRE INS CO DTC052D7193C0F07 01/31/2006 01/31/2009 $1,000,000.00 01/08/2008 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 10/27/2010 HVAC SYMBOLS & ABBREVIATIONS DUCTWORK ACCESSORIES -I -� SUPPLY GRILLE -I <A- RETURN OR EXHAUST GRILLE �- BACK DRAFT DAMPER B�D VOLUME DAMPER WALL FIRE DAMPER FLOOR FIRE DAMPER WALL FIRE /SMOKE DAMPER --Q FLOOR FIRE /SMOKE DAMPER -{� - a ZONE DAMPER ®MOTORIZED DAMPER ACCESS DOORS - -� ACOUSTICALLY UNED DUCT -R- ELEV. CHANGE RISE(R) DROP(D) -I>- TRANSITION FLEXIBLE DUCT GRILLE/REGISTER /DIFFUSER ® CEILING SUPPLY AIR DIFFUSER (SHOWN WITH BLANK OFF) CEILING RETURN, EXHAUST OR TRANSFER AR GRILLE PERFORATED FLOOR TILE EQUIPMENT TAG EF3 -12 1 L FLOOEQUIP. R EQUIP. DESIGNATION ABBREVIATIONS ACT ACOUSTICAL CEILING TILE AD ACCESS DOOR AFF ABOVE FINISHED FLOOR AHU AR HANDLING UNIT BDD BACKDRAFT DAMPER BOD BOTTOM OF DUCT BOP BOTTOM OF PIPE CLG CEILING CFM CUBIC FEET PER MINUTE COND CONDENSATE CRAC COMPUTER ROOM AIR CONDTT10t1NG CT COOLING TOWER DB DRY BULB (E) EXISTING EAT ENTERING AIR TEMP. ECG EGGCRATE GRILLE EF EXHAUST FAN DM EXHAUST F /SD RRE, SMOKE DAMPER FCU FAN COL UNIT GRD GRILLE, REGISTER, DIFFUSER HC HEATING COIL HVAC HEATING, VENTILATION AND AIR CONDMOIING LAT LEAVING AR TEMP. LD MOD MLR NTS OA OBD QTY (R) RA RTU SA SL STG TOD TOP UH LINO VAV VD VER VFD VSD WB GENERAL SYMBOLS NEW WORK EXISTING WORK x x x DEMO WORK CONNECTION POINT 12x120 FLAT OVAL DUCT _13 THERMOSTAT •` _ 0 SENSOR _ 0 CARBON MONOXIDE SENSOR - .$ MANUAL WALL SWITCH -DETAIL NUMBER -SHEET NUMBER REVISION NUMBER 0 GENERAL NOTE VAV BOX TAG - FLOOR -BOX - EQUIPMENT TAG - PRIMARY CFM - FAN CFM 1 -23 S- C8 -09 -A 000 000 GRD TAG DT8 -180 CFM EACH 1 SIZE TYPE CODE LINEAR DIFFUSER MOTOR OPERATED DAMPER MAKE UP AIR NEW NOT TO SCALE OVERALL; OUTSIDE AIR OPPOSED BLADE DAMPER QUANTITY RELOCATED RETURN AIR ROOF TOP UNIT SUPPLY AIR SOUND UNED SOUND LINED SHEET METAL TRANSFER GRILLE TOP OF DUCT TOP OF PIPE UNIT HEATER UNLESS NOTED OTHERWISE VARIABLE AIR VOLUME VOLUME DAMPER VERIFY VARIABLE FREQUENCY DRIVE VARIABLE SPEED DRIVE WET BULB PACKAGED ROOFTOP AIR HANDLER TAG # AC -1 BASIS OF DESIGN CARRIER 5OHJ -006 -5 LOCATION ROOF SUPPLY FAN INSULATION (INDOOR, OUTDOOR) SUPPLY FAN TYPE FC SUP. FAN CONF1G. DRAW THROUGH SUPPLY CFM 1950 SUPPLY E.S.P. 0.58 SUPPLY BHP / HP 1.8/ 2 SUPPLY MOTOR EFFICIENCY CODE MIN QUANTITY OF SUPPLY FANS 1 RETURN FAN NOTES 1, 2, 3, 4, 5 EXHAUST OR RETURN FAN(WHICH TYPE ?) EXHAUST; RETURN /EXHAUST CFM N/A RETURN E.S.P. N/A RETURN /EXHAUST BHP / HP N/A RETURN MOTOR EFFICIENCY CODE MIN QUANTITY OF RETURN /EXHAUST FANS N/A COOLING ■ COOLING COIL EAT (DB/WB) 76/63 ,+ COOLING COIL LAT (DB/WB) 57.6/55.3 NET COOLING (MBH) 60/ 42 ELECTRICAL N/A VOLTAGE /PHASE 208 -230/3 UNIT MCA 28.9 UNIT Max Fuse 35 UNIT MOP 15 SINGLE POINT POWER YES UNIT SIZE OVERALL HEIGHT 3 " -6" OVERALL WIDTH 4' -9 3/47 OVERALL LENGTH 7' -4" TOTAL WEIGHT (LESS SITE BUILT CURB) 755 MISC. ARI SOUND RATING 85 FILTER EFF. ( %) 30% NOMINAL TONNAGE 5 AMBIENT TEMPERATURE 95 UNR SEER /EER 11/13 TYPE OF REFRIGERANT R -22 ECONOMIZER YES FACTORY CURB YES SITE BUILT CURB BY G.C. YES SUPPLY SMOKE DEFECTOR BY ELEC DISCONNECT BY ELEC 110 V. SERVICE OUTLET WITHIN 25' BY ELEC NOTE: 1. FIELD COORDINATE EXACT UNIT PLACEMENT 2. FOR FINAL COORDINATION PLEASE REFER TO EQUIPMENT SUBMITTAL INFORMATION 3. REFER TO STRUCTURAL DRAWINGS FOR UNIT MOUNTING DETAILS 4. REDUNDANT UNIT Legacy rJh '�I llh� r 1111 111; II I, 1314 is ry :-h�l ij Lim "plWm0'4 ll 011 [11411111#) 111 "" I!gN I! JINIIpLI 11� ij r ...- 4111 ADDRESS: 3325 S 116111 ST TUKWILA, WA 98168 PARCEL NUMBER: 092304 -9068 LEGAL DESCRIPTION: LOT 1 OF CRY OF TUKWILA SHORT PLAT NO 90 -2 -SS RECORDING NO 9003121482 SD SHORT PLAT DAF - POR OF GOV LOT 3 & OF SE 1/4 OF NE 1/4 OF SEC 09 -23 -04 TGW POR OF GOV LOT 6 & OF SW 1/4 OF NW 1/4 OF SECTION 10 -23 -04 - BAAP 70 FT RGT OF ENGR STA H 556 +57.3 BEING A PT ON NELY MGN SHEET 1 OF 7 FOR R/W SR 99 S 118TH ST TO JUNCTION SSH NO 1 -K APPROVED JULY 23, 1957 SD PT BEING PT OF TANGENCY OF .CURVE THRU POINT BEARING N 42 -02 -03 E 748.51 FT TH SELY ALG SD MGN & SAID CURVE THRU C/A OF 04 -26 -56 ARC DISTANCE OF 58.12 FT TH N 41 -57 -30 E 499.81 FT TH N 15 -27 -21 E 75.56 FT TO POB TH S 74 -32 -39 E 212.89 FT TH S 78 -39 -54 E 128.28 FT TH S 81 -20 -44 E 447.24 FT TAP OF CURVE CONCAVE TO N TH ELY ALG SD CURVE RAD OF 170 FT THRU C/A OF 15 -51 -28 ARC DIST OF 47.05 FT TH N 82 -47 -48 E 101.13 FT TO WLY MGN OF POR OF SECTION 9 CONDEMNED IN SUPERIOR COURT CAUSE NO 646697 TH S 07 -08 -23 E 544.81 FT ALONG WESTERLY MARGIN TO A LN 60 FT N OF & PLW ENGR B -LINE AS SHOWN ON SHEET 1 OF 7 FOR R/W SR 99 SOUTH 118TH ST TO JUNCTION SSH 1 -K APPROVED JULY 23, 1957 TH N 88 -10 -42 W 630.87 FT TAP 60 FT RGT OF ENGR STA B 548 +00 SAID R/W PLANS TH N 79 -41 -19 W 359.21 FT TAP 70 FT RGT OF ENGR STA H 551 +64.4 SD PT ALSO BEING PT OF COVE CONCAVE TO NORTH RAD PT BEARING N 10 -18 -41 E 748.51 FT TH NWLY ALG SD CURVE THRU C/A OF 30 -03 -04 ARC DISTANCE OF 392.59 FT TH N 41 -57 -30 E 499.81 FT TH N 15 -27 -21 E 75.56 FT TO POB - T • n a[��I.+�efi I. Ak3m.PY.l,1.IR�- - � 19 VICINITY MAP HVAC DUCT SPECIFICATION (WSEC); LATEST REVISION: 3 -16 -10 DUCT SYSTEM PRESSURE CLASS DUCT MATERIALS FITTINGS FLEX CONNECTION/ FLEX DUCT SEAL CLASS CLEANLINESS DURING CONSTRUCTION INSULATION (INDOOR, OUTDOOR) LINING MATERIALS SEISMIC CRITERIA SEISMIC IMPORTANCE FACTOR IP NOTES HVAC SUPPLY LOW PRESSURE TERMINALS TO DIFFUSERS FAN COIL UNITS TO DIFFUSERS HEAT PUMPS TO DIFFUSERS SMACNA +1/2" OR +1" PRESSURE NOTE: MCKINSTRY BUILDS ALL LOW PRESSURE DUCTWORK IN ACCORDANCE WITH +1" SMACNA GUIDELINES TO MAXIMIZE PRODUCTION EFFICIENCY GALVANIZED DUCT; GAUGE AND REINFORCEMENT SHALL BE SMACNA OR BETTER - RECTANGULAR MAY BE S +DRIVE ROUND MAY BE SNAPLOCK. ELBOWS: PURCHASED ADJUSTABLE ELBOWS IN ACCORDANCE WITH SMACNA +1" STANDARDS CL RADIUS OF 1.0 DIA ON DUCTS LARGER THAN 24' SPIN -IN / ATTO BRANCHES OK 8 -FOOT MAX. LENGTH WITH NO OFFSETS; USE THERMAFLEX, GKM, OR EQUAL +1" SMACNA SEAL CLASS LEVEL C +1/2" NO SEAL FOLLOW BASIC "LEVEL AN SMACNA WITHIN CONDMONED SPACE R -3.3 WHEN NOT IN A CONDITIONED SPACE, USE R -7 WITH APPROVED VAPOR/WEATHER BARRIER IN CONCRETE OR GROUND: R -5.3 LINING WHERE INDICATED ON THE PLANS ENGINEER TO CONSIDER LINING WHEN VELOCITY IS 1,400 FPM OR GREATER SEISMIC SUPPORT PER APPUCABLE CODE / LOCAL JURISDICTION. SEE MECHANICAL SEISMIC SHEET WHEN APPUCABLE. IP = 1.0 IP = 1.5 (LAB PRESSURIZATION) NOTES 1, 2, 3, 4, 5 HVAC RETURN LOW PRESSURE SMACNA -1/2" OR -1" PRESSURE NOTE: MCKINSTRY BUILDS ALL LOW PRESSURE DUCTWORK IN ACCORDANCE WITH +1" SMACNA GUIDELINES TO MAXIMIZE PRODUCTION EFFICIENCY GALVANIZED DUCT; GAUGE AND REINFORCEMENT SHALL BE SMACNA OR BETTER RECTANGULAR TO HAVE S &D CONNECTIONS, ROUND MAY BE SPIRAL ELBOWS: CENTERUNE RADIUS OF 1.5 DIA OR MITERED 90S WITH VANES OR PURCHASED ADJUSTABLE ELBOWS IN ACCORDANCE WITH SMACNA +1" CL RADIUS OF 1.0 DIA ON DUCTS LARGER THAN 24" DIA TAPS: CONICAL OR BOOT -STYLE SPIN -IN / ATTO BRANCHES OK 3 -FOOT MAX. LENGTH WITH NO OFFSETS; USE THERMAFLEX, GKM, OR EQUAL; FLEX AT EQUIP CONNECTIONS TO COMPLY WITH SMACNA APPLICABLE PRESSURE CLASS SMACNA SEAL CLASS LEVEL C FOLLOW BASIC "LEVEL AN SMACNA WITHIN CONDITIONED SPACE NO INSULATION REQUIRED NOT WITHIN CONDITIONED SPACE: R -7 WITH APPROVED VAPOR/WEATHER BARRIER IN CONCRETE OR GROUND: R -5.3 1" LINING ONLY WHERE INDICATED ON PLANS SEISMIC SUPPORT PER APPLICABLE CODE / LOCAL JURISDICTION. SEE MECHANICAL SEISMIC SHEET WHEN APPLICABLE. Ip = 1.0 IP = 1.5 (LAB PRESSURIZATION) NOTES 1, 2, 3, 4, 5 VOLUME DAMPERS N/A SHOP FABRICATED PER SMACNA OR GREENHECK OR APPROVED N/A N/A PER APPLICABLE DUCT SYSTEM PER APPLICABLE DUCT SYSTEM N/A SHOP FABRICATED PER SMACNA OR GREENHECK OR APPROVED N/A N/A NOTES 1, 2, 3 J 7: "77777/77, 777: 7777777777 77/77,2'777:,777'777777771•7 711 77,7777777/7--* AC -1 SEE STRUCTURAL FOR ROOF ATTACHMENT DETAILS NEW 5 TONS ROOFTOP UNIT PARTIAL HVAC ROOF PLAN • SCALE: 1/8* = 1' -0" NELU PRODUCTION F' 1rr:IRr ''PANFL - 777, /77777 7777 7777777 777 /77777777777;7• Yr:- /77777/-777: r 7 HP CWILLP'e HP HI! t FP. HP Turn "HP CWIL F!.`RKLIFT AISLE V4 TABLE 96X56 TABLE 56X56 a44tt TABLE 13X30 HP CHILLiK HP CHILLER H TABLE 96X36 4xJH M HA5m0m a4 Q4 4 aa1 TABLE 56X36 H, ,PZ ZdH HPZ ZdH HPZ ZdH SHIP STAT101 t 13 S i 4dH «dH kZ ZdH ILL ROLL PEDESTRIAN AISLE TO AC -1 SET 0 78T (REDUNDANT) TTTUS MCD DIFFUSER -975 CFM (TYP 2) TITUS 50F EGGCRATE RA GRILLE (1YP 2) 11111111r� 11111111� 111 I1 1I 2 n PARTIAL HVAC FLOOR PLAN S_ EPARATE PERM I REQUIRED FO 0 Mechanical e�c tumbing Las Piping City of Tukwila BUILOIt.G DIVISION ❑ FILE COPY Permit No... 1 C ' Plan review approval is subject to errors ai d omissions. Approval of construction documents does of authorize the violation of any adopted code or ordin ce. Receipt of approv ell , eld f . y and conditions is a awledgec: • SCALE: 1/8' = 1' -0" 1-1 By Date: ity Of Tukwila BUILDING DIVISIO REVIEW FOR CODE COMPLIANCE APPROVED AUG 2 5 2010 City of Tukwila BUILDIN DIVI.41nN PROJECT: instry le Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1 -800- 669 -6223 PORTLAND: 16790 NE MASON ST PORTLAND, OR 97230 503 - 331 -0234 www.mckinstry.com REICHLING PRESS INC SERVER ROOM AC ADD 3325 S 116TH STREET, SUITE 161 TUKWILA, WA 98168 REGISTRATION: 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. I ISSUES: 08/16/10 MECHANICAL PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: DESIGNED BY: DRAWN BY: CHECKED BY: JOB NUMBER: DATE: SCALE: SHEET TITLE: ENGINEERING 80008 08/16/2010 AS SHOWN COVER SHEET, SCHEDULES PARTIAL HVAC FLOOR PLAN & PARTIAL HVAC ROOF PLAN SHEET NUMBER: M0.0