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HomeMy WebLinkAboutPermit M10-175 - SHOWALTER MIDDLE SCHOOLSHOWALTER MIDDLE SCHOOL 4628 S 144 ST M10 -175 City ( Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspectio n Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us MECHANICAL PERMIT Parcel No.: 1523049164 Address: 4628 S 144 ST TUKW Project Name: SHOWALTER MIDDLE SCHOOL Permit Number: M10 -175 Issue Date: 12/23/2010 Permit Expires On: 06/21/2011 Owner: Name: TUKWILA SCHOOL DISTRICT Address: 4640 S 144TH ST , TUKWILA WA 98168 Contact Person: Name: MARK HANKIN Address: 5005 3 AV S , SEATTLE WA 98134 Email: MARICHAN @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: REPLACEMENT OF CONDENSING UNITS FOR WALK -IN FREEZER AND COOLER Value of Mechanical: $56,793.00 Type of Fire Protection: UNKNOWN Permit Center Authorized Signature: Fees Collected: $868.81 International Mechanical Code Edition: 2009 I hereby certify that I have read and examined this •' rmit 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 per Signature: U/ Print Name: 42 -— ;�Q�{� This permit shall '• ecome 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. Date: /2 Z'`3 (b doc: IMC -4/10 M10 -175 Printed: 12 -23 -2010 PERMIT CONDITIONS Permit No. M10 -175 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 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. 4: Readily accessible access to roof mounted equipment is required. 5: 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. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 7: 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. doc: IMC -4/10 M10 -175 Printed: 12 -23 -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 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.: 152304 -9108 Site Address: 4628 South 144th Street Tenant Name: Showalter Middle School Suite Number: Property Owners Name: Tukwila School District Mailing Address: 4640 South 144th Street Floor: New Tenant: ❑ Yes ..No Tukwila WA 98168 City State Zip CONTACT PERSON who do we contact hen your permit is ready to be issued Name: Mark Rankin Mailing Address: 5005 3rd Avenue South Day Telephone: (206) 832 -8104 Seattle WA 98134 E -Mail Address: markhan @mckinstry.com City State Fax Number: (206) 832 -8649 Zip MECHANICAL CONTRACTOR INFORMATION Company Name: McKinstry Co. Mailing Address: 5005 3rd Avenue South WA 98134 Contact Person: Mark Rankin E -Mail Address: markhan @mckinstry.eom Contractor Registration Number: MCKINCL942DW City State Day Telephone: (206) 832 -8104 Fax Number: (206) 832 -8649 Expiration Date: 03/16/2012 Zip ARCHITECT OF RECORD — All plans must be stamped by architec of record Company Name: Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Zip ENGINEER OF RECORD — All plans must be stamped by engineer of record Company Name: McKinstry Co. Mailing Address: 5005 3rd Avenue South Contact Person: Brent Irwin WA 98134 E -Mail Address: brenti @mckinstry.com H:\Applications \Forms- Applications On Line\2010 Applications \7 -2010 - Mechanical Permit Application.doc Revised: 7 -2010 bh City State Day Telephone: (206) 832 -8170 Fax Number: (206) 832 -8570 Zip Page 1 of 2 • • Valuation of project (contractor's bid price): $ 56,793.00 Scope of work (please provide detailed information): Replacement of Condensing Units for Walk -In Freezer and Cooler. Use: Residential: New ❑ Replacement ❑ Commercial: New IZI Replacement ❑ Fuel Type: Electric m Gas ❑ Other: 2 Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Bioler/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 2 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 PERJUR Aj, Y THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O Signature: R AUTH /1 D AGENT l �t,41■4— iLW Print Name: Mailing Address: Linda Sebring 4640 South 144th Street Date: Day Telephone: (2 1 6) 901 -8003 Tukwila City Date Application Accepted: 1 )..4 U, ( 0 Date Application Expires: j _ / WA 98168 State Zip Staff Initials: //e H :\Applicanons\Forms- Appltcanons On Line \2010 Applications \7 -2010 - Mechanical Permit Appltcanon.doc Revised: 7 -2010 bh Page 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: hto://www.ci.tulcwila.wa.us RECEIPT Parcel No.: 1523049164 Permit Number: M10 -175 Address: 4628 S 144 ST TUKW Status: PENDING Suite No: Applied Date: 12/10/2010 Applicant: SHOWALTER MIDDLE SCHOOL Issue Date: Receipt No.: R10 -02476 Initials: User ID: WER 1655 Payment Amount: $868.81 Payment Date: 12/10/2010 10:57 AM Balance: $0.00 Payee: MARK HANKIN TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 05561C ACCOUNT ITEM LIST: Description 868.81 Account Code Current Pmts MECHANICAL - NONRES PLAN CHECK - NONRES 000.322.102.00.00 695.05 000.345.830 173.76 Total: $868.81 doc: Receiot -06 Printed: 12 -10 -2010 INSPECTION NO. INSPECTION RECORD etain a copy with permit PERMIT NO. CITY OF.TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 4100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: S)1 L. f 1-Z. - Type of Inspection: - F's NI e9 L Address: "^7 to _ 11" 1(1 s'� Date Called: Special Iuctions: Date Wante fled / / ( �+,-� p.m. Requester Phone `No: - �:i,4 ✓.�`i ,16-5 - �t O - Approved per applicable codes: Correctigns required prior to approval. COMMENTS: c..704 �..►� 1 / -7 • j, ' ISPECTION FEE REQUIR D. Prior to ext inspeecction. fee "must be P d at 6300 Southcenter Blv ;. Suite 10 . Call to schedule. reinspection. !,' `. INSPECTION RECORD Retain a copy with permit INSPECTION-NO. PERMIT NO. CITY OF TU.KWILA BUILDrNG DIVISION 6300 Southcenter Blvd #100,'Tukwila. WA 98188 (206) 431 -3670 Kermit Inspectiobn Request L (206)431 -2451 �. Proj ft: i 4104JK✓ Tie Type of Inspection: /ite204 __ I.26)/0` )15' - 1.'l/l Address: -. 4/6.24(.1 3 f /411 7-- Date Called: Special Instructions: .. _ . _ Date Wanted: . %..2 -2 /o el p.m. Requester: . Phone No .2,G:34, —2.55 = !/ 3°0 Approved per applicable_ codes. ElCorrections required prior to appr "oval: '`, COMMENTS: INSPkCTION FEE R QUIR . Prior_to next inspection. fee must be • aid'at 6300 Southcenter Blv .. Suite 100. Call to schedule reinspection. =.'•- • Structural Calculations for Permit Submittal Showalter Middle School 4628 S 144th St Tukwila, WA FILE COPY Permit FRANK - REVIEWED FOR CODE COMPLIANCE AP WVFD DEC P 2 2010 City of Tukwila BUILDING DIVISION Client: McKinstry Co., LLC Date: December 9, 2010 Project No: 0015- 2010 -30 175 '' ECEIVED DEC 10 2010 PERMIT CENTER 4742 42 "tl Ave SW #297 I Seattle, WA 98116 1 206.579.8160 1 liz@frankcompany.com 4t L 4 7 UN TIZA T1t'1000 EAcht S De of 5A-aUN 1,7- WWfoX12. • cfayrroxl2 (2)4464, IrrUttst i nT9 kh > IN'EI :+' ppos -mom (E) W141 2-2_ W �x2 r (E) W 144-Y 22. 3 for rig 0,1 `iLLA N • FRANK• FRANK CO. 4742 42nd Ave SW #297 Seattle, WA 98116 Ph: 206.579.8160 SHowA442 M1.IDLE Sat ooL, Project /0 Date Date 0015- 2)to -30 Prof. No. Design Sheet Seismic Design Loads (ASCE 7 -05) for attachment of Mechanical Equipment at Roof OCCUPANCY CAT. :I IMP. FACTOR 1.5 SITE CLASS . Rp= 6 :0. ap = 25. Table 1 -1 Table 11.5 -1 `:;Table 20.3 -1 Table 13.6 -1 Table 13.6 -1 Ss= :1.459 Fa = 1.00 F„= 1.50 Sips= 0.97 Spy= 0.50 FPULT= FPASD= Vertical Design Criteria ASCE 7 -05 IBC 2006 Existing Dead Loads Roofing Insulation Metal Deck; Steel Framing Misc ' Table 11.4-1 Table 11.4-2 0.730 xW 0.521 xW Loads 2; psf - 3" 3: 10' psf SEISMIC DESIGN CATEGORY :D. hx/r Eqn. 13.3-1 FPmin= FPmax= 1.00 at roof 0.44 xW 2.33 xW lilY !loads Snow Soil Bearing 25 psf 2000 psf 11.6.1.1 Project: Showalter Middle School Date: Project #: Design: Sheet: 12/9/2010 0015- 2010 -30 EAF Criteria 1 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.4745 Longitude = - 122.27571 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 1.459 (Ss, Site Class B) 1.0 0.501 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.4745 Longitude = - 122.27571 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 1.459 (SMs, Site Class D) 1.0 0.752 (SM1, Site Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude = 47.4745 Longitude = - 12.27571 Design Spectral Response Accelerations SDs and SDI SDs = 2/3 x SMs and SD1 = 2 /3xSMI Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 0.973 (SDs, Site Class D) 1.0 0.501 (SDI, Site Class D) FRANK- t. r • •:••••^,-; _er • tT FRANK CO. 4742 42nd Ave SW #297 Seattle, WA 98116 Ph: 206.579.8160 (3 14 bW4j TER. 1\4 INDL, Se4-100-1— Project 1-14c3 14144\ Sr 12 11110 Date CO 1 9 -2olo SD Proj. No. 14r Design 1 Sheet OF 3M0\16 .m %51?ppoi2T- 'IVOle-K. ; (E) /614 • - 6 - - 0, 61; (4- 1 (2) Al ..‘Shiltit. Plg,i3J __ _ .u.AJ 'Ts._ , , t ! . _ ' . - +-,b . r _ - _o _ : - 61.-zi(egi49- lra • 4(02..* ' -IF) '&__2■14i* • , --I , - /Dr/0— ' : t NAI = ,52/0* \ yA , . t) I_ .-=' 24 - F Lt.: -------2: P5F- -1, T-: e,14004- ) s1rcL. ?;,6 X12- '(-113- __ _ • 1 8 . (k) A A ii/M1&111Aai, •(C)Vji ) "S'ici/:1171-' 17_2_ ' 'YY1 , : ' 2-5 ! . - _ 1 ! i , 1, . 4 -+ .52-lp ,__ 4- , 3b 1 ____ ' ' --- _I_ 4 , : ; OtAr"1:-,.- , , I 112-to • -, : -1.7-457 1 .1 x % - g _ NO N-- jeu<-PflA4 )AI 0°,.,-. mfd v,-„- --- 1..--)#/-,-..Ct42614! # -;:•-:. ilr- -12-z - /57? 41- ' --JE /: - S . Ovt5rpiedv 22 'Os' (rt ki;:,) 1+77; ! if ,2s1 ■Ii -'3' -424 r • 1 :S=Iii-;q1,74-117 fi' -fl- i .i 3,s-, 45 f sf) ! : 0/i0 , : . , ', : _ . H - ;•.* _ . : : . , fAI --- 7 ' (E)W ; - Jilez7 ider/11-7Scleex.1-- -7Ar:.."1-freitie,_ -- i i . 4 .: • i (11)( • • : : 'ZS 1)(4,f1..e) '' • r 5.i* . ___: ___, : - 3.6,- 7-;(:= :7-(041..coeglit _ _ r. goV I ,W 4; .6.6SewS /A) ,_ - __ iii,i,07-,-; - - () , ' ! ; -•.4.., . ckall- UrV / = 13,11 I , 016-- 'FiLI--chill -:: LCO -r6T-4-1-2 - - : - , i i 1- (.16:1) /1M inl 4 r000----0 I 7- 2.10P4.- - • -77-7*7 0 f L -:---4"" . 1 ' : , • - - --.- 311.- ' FRANK- t. r • •:••••^,-; _er • tT FRANK CO. 4742 42nd Ave SW #297 Seattle, WA 98116 Ph: 206.579.8160 (3 14 bW4j TER. 1\4 INDL, Se4-100-1— Project 1-14c3 14144\ Sr 12 11110 Date CO 1 9 -2olo SD Proj. No. 14r Design 1 Sheet Channel Selection UNISTRUT CHANNEL SELECTION CHART Channel Channel Dimensions Material &Thickness .. `. ` Hole Pattern Styles 1.793 11,57 6.10 9.1 6.227 259.2 1.916 31.4 48,180 5,440 ,'Steel Stainless ;Steel Alum. - 4.068 169.3 �l 41,980 4,740 /j i 1.452 9.37 /'; 1 Height - Width HS ' T KO SL DS H3 In (mm) . In, (mm) gauge . ` . gauge . In (mm) Sloe Only P1000 156 (41) 15% (41) 12 ga 12 ga 0.109 (2.8) • • • • • • P1100 156 (41) 15% (41) 14 ga 14 ga - • • • • - - P2000 154 (41) 15A (41) 16 ga - - • • • • - - P3000 14 (41) 1'4 (35) 12 ga - - • • • • - - P3300 1% (41) '4 (22) 12 ga 12 ga - • • - • - - P4000 1.4 (41) 13A8 (21) 16 ga 16 ga 0.078 (2.0) • • - • - - P4100 1% (41) "/e (21) 14 ga - - • • - • - - P5000 1% (41) 31/1 (83) 12 ga 12 ga - • • • • - - P5500 1% (41) 2' /l8 (62) 12 ga - 0.109 (2.8) • • • • - - CHANNELS & COMBINATIONS IN DESCENDING ORDER OF STRENGTH Channel Area . In2 (cm') Weight -. 1 s...: r , Allow. Moment:. Ibslft (kg/m) -1n` (cm`) ; In'(cn) -,; _In -lbs (Aim) P5001 1.793 11,57 6.10 9.1 6.227 259.2 1.916 31.4 48,180 5,440 P1004A 1.965 12.68 6.68 9.9 4.068 169.3 1.669 27.4 41,980 4,740 P5501 1.452 9.37 4.94 7.3 2.805 116.8 1.151 18.9 28,940 3,270 P1001 C41 2.221 14.33 7.55 11.2 1.856 77.2 1.142 18.7 28,720 3,250 P5000 0.897 5.78 3.05 4.5 1.098 45.7 0.627 10.3 15,770 1,780 P1001 1.111 7.16 3.78 5.6 0.928 38.6 0.571 9.4 14,360 1,620 P1101 0.835 5.39 2.84 4.2 0.733 30.5 0.451 7.4 11,340 1,280 P3001 1.000 6.45 3.40 5.1 0.591 24.6 0.430 7.0 10,810 1,220 P5500 0.726 4.68 2.47 3.7 0.522 21.7 0.390 6.4 9,820 1,110 P2001 0.684 4.41 2.32 3.5 0.618 25.7 0.381 6.2 9,570 1,080 P9200 0.489 3.16 2.23 3.3 0.279 11.6 0.297 4.9 7,480 850 A5000 0.492 3.17 1.67 2.5 0.358 14.9 0.265 4.3 6,670 750 A1001 0.609 3.93 2.07 3.1 0.302 12.6 0.242 4.0 6,070 690 P9000 0.387 2.50 1.88 2.8 0.166 6.9 0.205 3.4 5,150 580 P1000 0.555 3.58 1.89 2.8 0.185 7.7 0.202 3.3 5,070 570 P3301 0.790 5.10 2.69 4.0 0.176 7.3 0.201 3.3 5,060 570 Combinations not shown in catalog are available on special order. Consult factory for more details. Channel Area in' (cm') Weight Ibslft (kg/m) I In' (cm') . s In'(cm') Allow. Moment In•Ibs (Nom) P1100 0.418 1.42 0.145 0.162 4,060 2.69 2.1 6.0 2.6 460 P3000 0.500 3.23 1.70 2.5 0.120 5.0 0.153 2.5 3,850 430 P4101 0.579 3.74 1.97 2.9 0.117 4.9 0.143 2.4 3,610 410 P2000 0.342 1.16 0.125 0.140 3,520 2.21 1.7 5.2 2.3 400 P4001 0.478 1.66 0.104 0.128 3,210 3.14 2.5 4.3 2.1 360 A3301 0.459 2.96 1.56 2.3 0.077 3.2 0.103 1.7 2,590 290 A1000 0.305 1.04 0.061 0.086 2,170 1.96 1.5 2.5 1.4 250 P3300 0.395 1.34 0.037 0.072 1,800 2.55 2.0 1.5 1.2 200 A4001 0.264 0.90 0.037 0.058 1,470 1.70 1.3 1.5 1.0 170 P6001 0.213 1.38 0.73 1.1 0.045 1.9 0.055 0.9 1,400 160 P4100 0.290 1.87 0.98 1.5 0.026 1.1 0.054 0.9 1,360 150 P4000 0.244 0.83 0.023 0.049 1,230 1.57 1.2 0.9 0.8 140 A3300 0.230 0.78 0.017 0.038 950 1.48 1.2 0.7 0.6 110 A4000 0.132 0.45 0.008 0.022 560 0.85 0.7 0.3 0.4 60 P6000 0.107 0.36 0.009 0.020 510 0.69 0.5 0.4 0.3 60 P7001 0.148 0.50 0.007 0.018 460 0.96 0.8 0.3 0.3 50 P7000 0.074 0.25 0.002 0.007 170 0.48 0.4 0.1 0.1 20 as = C as 2E U ti r ▪ v. cE • g vs ,- co r 7= GS 2. :$1504/ 01444 *P t ",0111 Ja P* 40 .TJDL- 0300 -TFC -300 HFC, R -404A, 60Hz, 3- Phase, 208/230 V 4vailability : OEM and Wholesaler Standard Cape anc Mechanical Electrical Unit Height (in): 20.4 Unit Length (in): 40.7 Unit Width (in): 27.0 Ship Weight (lbs): 526.0 Condensor Type: Air CopeVap Water Storage: NA Reciever Capacity (lbs): Liquid Connection Size (In)/Type: 3/8 F Suction Connection Size (in)/Type: 7/8 S Discharge Line Size(in): 0.875 Water Inlet (in): Water Outlet (in): Oil Type: POE Oil Recharge Amount (oz): 80 Max Fuse Size: 35 Min Circuit Ampacity: 23.5 Compressor: 2DF3F16KE -TFC -101 Compressor LRA - Low: Compressor LRA - High: 102.0 Compressor LRA - Half winding: Compressor RLA: 16.8 UL: None UL File #: None UL Guide Card: None Amps Per Motor: 2.2 Fan Motor Quantity: 1 Air - Cooled Unit Performance Release Date: 14-Aug -2002 Retum Gas Temp. ( °F): Compressor: 2DF3F16KE- TFC -101 x 1 Subcooling ( °F): Performance No: 4557 Air Flow Rate (CFM) 90 °F Ambient Air Temperature 65 5 1820 Evap Temp Unit Capacity Cond. Temp. Temp. Diff. ( °F) (Btu /hr) ( °F) ( °F) -40 9,910 105.2 15.2 -35 11,700 107.3 17.3 -30 13,600 109.4 19.4 -25 15,700 111.7 21.7 -20 17,900 114.1 24.1 -15 20,100 116.6 26.6 -10 22,500 119.2 29.2 -5 24,800 121.8 31.8 0 27,200 125.0 35.0 Kevin Andresen 05/26/2010 Page 1 Of 1 C:nnvrinht 7010 Finarsnn C:limata TPr:hnnlnniac Inn. All rinhts rPGary d T4AM- 0201 -TAC -300 HCFC, R -22, 60Hz, 3- Phase, 208/230 V Availability : OEM and Wholesaler Standard Mechanical Unit Height (in): 16.8 Unit Length (in): 39.7 Unit Width (in): 21.4 Ship Weight (Ibs): 361.0 Condensor Type: Air CopeVap Water Storage: NA Reciever Capacity (lbs): Liquid Connection Size (in)TType: 3/8 F Suction Connection Size (in)TType: 7/8 S Discharge Line Size(in): 0.625 Water Inlet (in): Water Outlet (in): Oil Type: MIN Oil Recharge Amount (oz): 22 Captirifincr Electrical Max Fuse Size: 15 Min Circuit Ampacity: 11.0 Compressor: KAKA -0200 -TAC -100 Compressor LRA - Low: Compressor LRA - High: 50.0 Compressor LRA - Half winding: Compressor RLA: 6.8 UL: None UL File #: None UL Guide Card: None Amps Per Motor: 2.2 Fan Motor Quantity: 1 Air - Cooled Unit Performance Release Date: Compressor: Performance No: 27-Jul -2002 Retum Gas Temp. (°F): KAKA- 0200 -TAC -100 x 1 Subcooling ( °F): 4285 Air Flow Rate (CFM) 90 °F Ambient Air Temperature 65 5 1320 Evap Temp Unit Capacity Cond. Temp. Temp. Diff. ( °F) (Btu /hr) ( °F) ( °F) -5 7,410 102.9 12.9 0 8,680 105.1 15.1 5 9,980 107.3 17.3 10 11,300 109.6 19.6 15 12,700 111.8 21.8 20 14,200 114.0 24.0 25 16,700 1164 26.2 Kevin Andresen 06/02/2010 Page 1 Of 1 (;nnvrinht 201n FmPrsnn [;Iimata Terhnnlnnias Inr. All rinhts rmsP.rvArt 5 GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) CRITERIA 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE 2009 SEATTLE BUILDING CODE. 2. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2009 EDITION). 3. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE SEATTLE BUILDING CODE (2009 EDITION). THIS STRUCTURE DOES NOT CONFORM TO PRESENT EARTHQUAKE CODE REQUIREMENTS. IT HAS BEEN ANALYZED AND REINFORCED FOR MINIMUM MAINTENANCE IN ACCORDANCE WITH CHAPTER 34 OF SEATTLE DEPARTMENT OF PLANNING AND DEVELOPMENT AMENDMENTS TO THE INTERNATIONAL BUILDING CODE, AND IS WITHIN THE CURRENT PRACTICE FOR THE RENOVATION OF EXISTING BUILDINGS OF THIS AGE AND TYPE OF CONSTRUCTION. 4. DESIGN LOADING CRITERIA: ROOF ROOF LIVE LOAD 25 PSF ROOF LIVE LOAD (TENANT ACCESSIBLE) 60 PSF ROOF LIVE LOAD (PUBLIC ACCESSIBLE) 100 PSF MISCELLANEOUS LOADS MECHANICAL UNITS WEIGHTS FURNISHED BY MANUFACTURER ENVIRONMENTAL LOADS 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 =1.46, Sds =0.97, S1 =0.50, SD1 =0.50, SDC D, Ip =1.5, Ap =2.5 Rp =6.0 SEE PLANS FOR ADDITIONAL LOADING CRITERIA 5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. 6. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. 7. 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. 8. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37 -02 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION ". 9. 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. 10. 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. ALL TYPICAL AND NOTES SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED. THE CONTRACTOR SHALL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND FIELD USE. GEOTECHNICAL 11. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE. ALLOWABLE SOIL PRESSURE 2000 PSF LATERAL EARTH PRESSURE (RESTRAINED /UNRESTRAINED) 55 PCF /35 PCF COEFICIENT OF FRICTION (FACTOR OF SAFETY OF 1.5 INCLUDED) 0 3 RENOVATION 12. 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. 13. 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. STEEL 14. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON: A. AISC 360 AND SECTION 2205.2 OF THE INTERNATIONAL BUILDING CODE. B. MARCH 18, 2005 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES AMENDED AS FOLLOWS. 1. AS NOTED IN THE CONTRACT DOCUMENTS. 2. BY THE DELETION OF PARAGRAPH 4.4.1. 3. REVISE REFERENCE FROM "STRUCTURAL DESIGN DRAWINGS" TO "CONTRACT DOCUMENTS" IN PARAGRAPH 3.1. C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 15. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER ASTM SPECIFICATION Fy A. WIDE FLANGE SHAPES A992 50 KSI B. OTHER SHAPES, PLATES, AND RODS A36 36 KSI C. OTHER SHAPES AND PLATES A572 (GRADE 50) 50 KSI (NOTED GRADE 50 ON PLANS) D. PIPE COLUMNS A53 (E OR S, GR.B) 35 KSI E. STRUCTURAL TUBING A500 (GRADE B) (SQUARE OR RECTANGULAR) 46 KSI (ROUND) 42 KSI F. CONNECTION BOLTS A325 -N (3/4" ROUND, UNLESS SHOWN OTHERWISE) 16 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES. 17. ALL A -325N CONNECTION BOLTS NEED ONLY BE TIGHTENED TO A SNUG TIGHT CONDITION, DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF AN IRONWORKER USING AN ORDINARY SPUD WRENCH. 18. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND A.W.S. STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED. ALL COMPLETE JOINT PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT -LBS AT -20 DEGREES F AND 40 FT - LBS AT 70 DEGREES F, AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. L9. COLD - FORMED STEEL FRAMING NOTES- -THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. THE CONTRACTOR SHALL PROVIDE A QUALITY CONTROL PROGRAM OVER ALL FABRICATION AND ERECTION ACTIVITY THROUGH THE USE OF AN INDEPENDENT TESTING AGENCY AND /OR A QUALIFIED REPRESENTATIVE OF THE STEEL MANUFACTURER. THE CONTRACTOR SHALL OBTAIN MILL CERTIFICATION FROM THE GAUGE STEEL MANUFACTURER OR SHALL SUBMIT TENSILE TESTS AND GALVANIZATION TESTS TO THE ENGINEER OF RECORD TO VERIFY THE ADEQUACY OF THE GAUGE MATERIALS. B. COLD - FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAUGE SHOWN ON THE PLANS. NOTATIONS ON THE DRAWINGS, RELATING TO MEMBER TYPES AND SIZES OR MISCELLANEOUS FRAMING ITEMS, REFER TO SIZES AS PUBLISHED BY THE STEEL STUD MANUFACTURERS ASSOCIATION, ICBO ER- 4943P. PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED FOR FRAMING SHOWN, PROVIDED THEY ARE EQUIVALENT IN SHAPE, SIZE, STIFFNESS AND STRENGTH. ALTERNATE FRAMING SHALL BE SUBJECT TO REVIEW BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION. ALL COLD FORMED STEEL FRAMING SHALL CONFORM TO THE 2007 AISI NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS AND THE ASSOCIATED 2007 AISI NORTH AMERICAN STANDARDS FOR COLD FORMED STEEL FRAMING. DESIGNATION: 600 S 200 - 54 DEPTH MEMBER FLANGE MATERIAL STYLE WIDTH THICKNESS(MILS) 2. MATERIAL: METAL FRAMING SHALL BE GALVANIZED UNLESS OTHERWISE NOTED, CONFORMING AS FOLLOWS: ASTM A653, GRADE 50 ASTM A653, GRADE 33 Fy = 50 ksi Fy = 33 ksi 12, 14, AND 16 GAUGE 18 AND 20 GAUGE WHERE NOTED, PAINTED STUDS SHALL CONFORM TO: ASTM A570, GRADE E Fy = 50 ksi ALL 8 AND 10 GAGE MATERIAL SHALL CONFORM TO: ASTM A36 Fy = 36 ksi ). ACCESSORIES SHALL BE OF THE TYPE, SIZE, AND SPACING SHOWN ON THE DRAWINGS OF A MINIMUM 16 GAUGE MATERIAL UNLESS OTHERWISE SPECIFIED. FASTENING OF COMPONENTS SHALL BE BY WELDING OR SCREWING OR BY OTHER MEANS OF FASTENING AS INDICATED ON THE DRAWINGS. PROVIDE MISCELLANEOUS CLIP ANGLES, LEDGERS, AND ACCESSORIES OF A MINIMUM 16 GAUGE OR THE THICKNESS OF THE MATERIAL BEING FASTENED, WHICHEVER IS GREATER, FOR CONNECTIONS AND BEARING CONDITIONS NOT OTHERWISE NOTED IN THE DRAWINGS. WELDS SHALL BE OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION: WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. ALL WELDS SHALL BE TOUCHED UP WITH A ZINC -RICH PAINT. SCREWS: ALL SCREWS (REFERRED TO AS TEK) SHALL BE SELF - TAPPING SELF - DRILLING FASTENERS THAT ARE ZINC COATED AS MANUFACTURED BY HILTI KWIK- FLEX (ICBO #4780), OR APPROVED EQUAL. THE MINIMUM SCREW SIZE /TYPE /POINT SHALL BE #8 -18 ( #2 POINT) OR #10 -16 ( #2 POINT) FOR USE IN 20 GAUGE THROUGH 16 GAUGE, AND #10 -16 ( #3 POINT) OR #12 -14 ( #2 OR #3 POINT) FOR HEAVIER THAN 16 GAUGE UNLESS NOTED OTHERWISE. SCREWS FOR SHEATHING CONNECTIONS SHALL BE OF THE PROPER SIZE AND TYPE FOR A POSITIVE SHEATHING -TO -METAL CONNECTION. ALL SCREW CONNECTIONS SHALL BE MADE FROM THE LIGHTER MATERIAL INTO THE HEAVIER MATERIAL UNLESS NOTED OTHERWISE. SCREWS SHALL HAVE A MINIMUM PROJECTION OF 3 THREADS THROUGH THE LAST MATERIAL JOINED AND SHALL HAVE MINIMUM EDGE DISTANCES AND CENTER -TO- CENTER SPACINGS OF 1 -1/2 AND 3 SCREW DIAMETERS, RESPECTIVELY. ALL SCREWS SHALL CONFORM TO SAE J78 AND SHALL BE COATED WITH A CORROSIVE - RESISTANT COATING. THE SCREW MANUFACTURER SHALL PROVIDE VERIFICATION OF THE FASTENERS RESISTANCE TO HYDROGEN EMBRITTELMENT, UPON REQUEST. r. WELDING OF COLD- FORMED METAL FRAMING SHALL CONFORM TO AWS D1.3 AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS QUALIFIED TO PRODUCE THE SPECIFIED CLASSES OF WELD. CUUM Y • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M10 -175 DATE: 12 -10 -10 PROJECT NAME: SHOWALTER MIDDLE SCHOOL SITE ADDRESS: 4628 S 144 ST X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPART ENTS: BL uilding Division Public Works ire Prevention Structural ❑ Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 12 -14 -10 Complete tg( 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 REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 01-11 -11 Not Approved (attach comments) ri REVIEWER'S INITIALS: 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 Peter Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I 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'121RFWESTVENTINC Partner /Member Construction Contractor General Unused 12/6/1988 9/1/1994 Archived MCKIN "372ND 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 & SURETY CO TEPLICKY, JOSEPH WILLIAM Partner /Member 03/16/2006 03/01/2011 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 2 WESTERN SURETY CO 929511574 09/09/2010 Until Cancelled $12,000.0009/02 /2010 1 TRAVELERS CAS & SURETY CO 104702039 01/03/2006 Until Cancelled 03/01/2011 $12,000.0003/16 /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 4 ZURICH AMERICAN INS CO GLA3999903 01/31/2011 01/31/2012 $2,000,000.0012 /20/2010 3 ZURICH AMERICAN INS CO CP0399990301 01/31/2009 01/31/2011 $2,000,000.0012 /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 https://fortress.wa.gov/lni/bbip/Print.aspx 12/23/2010 Contractors or Tradespeople Pri ter Friendly Page 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 • Page 2 of 2 https: // fortress .wa.gov /lni/bbip/Print.aspx 12/23/2010 ABBREVIATIONS GENERAL AD ADJ AFF AFG AG AMP ARCH AUTO AUX BD BHP BLDG BOP BOT BS BTU BTUH CA CAB COND C/L CLG CFM CLG CO CO2 COL CONC COND. CONN CONSTR CONTR CTL DET DIA DIAG DIM DISCH DIV DN DS DWDI DWG DWV(E) EA EC EL ELEC ELEV EP EQUIP ESP EXH EXIST (F) F FA FCO FDC FDN FIG FIN FIO FLEX FLG FLR FO FP FT FTG FURN GA GALV GC GEN GPM GWB H HP HR HS HTG HTR ID LAB LF MAU MAX MBH MED MEZZ MFR MH MIN MISC MTD N/A NC NEG NIC NO NOM NTS OA OC OD OVHD POC PRELIM PSI PSIG QTY R RAD REQD RPM SECT SF SIM SPEC SQ STD STRUC ACCESS DOOR ADJUSTABLE ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE GROUND AMPERE ARCHITECT; ARCHITECTURAL AUTOMATIC AUXILIARY BOARD BRAKE HORSEPOWER BUILDING BOTTOM OF PIPE BOTTOM BIRD SCREEN BRITISH THERMAL UNIT BRITISH THERMAL UNITS PER HOUR COMPRESSED AIR CABINET CONDENSATE CENTER LINE CEILING CUBIC FEET PER MINUTE CEILING CARBON MONOXIDE CARBON DIOXIDE COLUMN CONCRETE CONDENSER; CONDENSATE CONNECT; CONNECTION CONSTRUCTION CONTRACTOR CONTROL DETAIL DIAMETER DIAGONAL DIMENSION DISCHARGE DIVISION DOWN DISCONNECT SWITCH; DOOR SWITCH DOUBLE WIDTH, DOUBLE INLET DRAWING DRAIN, WASTE, VENT EXISTING EACH ELECTRICAL CONTACTOR; END CAP ELEVATION ELECTRICAL ELEVATION ELECTRICAL PANEL; END PLUG EQUIPMENT EXTERNAL STATIC PRESSURE EXHAUST EXISTING FUTURE FAHRENHEIT FIRE ALARM FLOOR CLEANOUT FIRE DEPARTMENT CONNECTION FOUNDATION FIGURE FINISH FURNISHED AND INSTALLED BY OWNER FLEXIBLE FLANGE FLOOR FUEL OIL FIRE PROTECTION FEET PER MINUTE FOOT; FEET FOOTING FURNISH GAGE GALVANIZED GENERAL CONTRACTOR GENERATOR GALLONS PER MINUTE GYPSUM WALL BOARD HIGH HORSEPOWER; HIGH PRESSURE HEATING RETURN HEATING SUPPLY HEATING HEATER INSIDE DIAMETER /DIMENSION LABORATORY LINEAL FOOT MAKE -UP AIR UNIT MAXIMUM 1000 BRITISH THERMAL UNITS PER HOUR MEDIUM MEZZANINE MANUFACTURER MANHOLE MINIMUM; MINUTE(S) MISCELLANEOUS MOUNTED NOT APPLICABLE NORMALLY CLOSED NEGATIVE NOT IN CONTRACT NORMALLY OPEN; NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OVERHEAD POINT OF CONNECTION PRELIMINARY POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH GAUGE QUANTITY RELOCATED RADIUS REQUIRED REVOLUTIONS PER MINUTE SECTION SQUARE FOOT SIMILAR SPECIFICATION SQUARE STANDARD STRUCTURAL TBD TI TOC TOS TYP UG UNO VAV VD VER VFD VSD W W/O HVAC AC ACT AHU BDD BOD CC CRU CT CV DB DIFF DMPR EA EAT ECG EF FCU FD FM FP FTU TO BE DETERMINED TENANT IMPROVEMENTS TOP OF CONCRETE TOP OF STEEL TYPICAL UNDERGROUND UNLESS NOTED OTHERWISE VARIABLE AIR VOLUME VOLUME DAMPER VERIFY VARIABLE FREQUENCY DRIVE VARIABLE SPEED DRIVE WITH WITHOUT AIR CONDITIONING ACOUSTICAL CEILING TILE AIR HANDLING UNIT BACKDRAFT DAMPER BOTTOM OF DUCT COOLING COIL COMPUTER ROOM UNIT COOLING TOWER CONSTANT VOLUME DRY BULB DIFFUSER DAMPER EXHAUST AIR ENTERING AIR TEMPERATURE EGGCRATE GRILLE EXHAUST FAN FAN COIL UNIT FIRE DAMPER FREQUENCY MODULATION FIRE PROTECTION; FAN POWERED FAN TERMINAL UNIT GRD GRILLE, REGISTER, DIFFUSER HC HR HVAC HEATING COIL HEATING RETURN HEATING, VENTILATION AND AIR CONDITIONING LAT LEAVING AIR TEMPERATURE LD LINEAR DIFFUSER MC MECHANICAL CONTRACTOR MECH MECHANICAL MOD MOTOR OPERATED DAMPER; MODULATING MUA MAKE UP AIR OA OVERALL; OUTSIDE AIR OBD OPPOSED BLADE DAMPER RA RAT RCP RTU SA SAT SD SF S /FD SL SLSM SM SP TDH TG TOD TSP UH WB WC WG RETURN AIR RETURN AIR TEMPERATURE REFLECTED CEILING PLAN ROOF TOP UNIT SUPPLY AIR SUPPLY AIR TEMPERATURE SMOKE DAMPER SUPPLY FAN SMOKE FIRE DAMPER SOUND LINED SOUND LINED SHEET METAL SHEET METAL STATIC PRESSURE TOTAL DYNAMIC HEAD TRANSFER GRILLE TOP OF DUCT TOTAL STATIC PRESSURE UNIT HEATER WET BULB WATER COLUMN WATER GAUGE PLUMBING AD AREA DRAIN CO CLEAN OUT; CARBON MONOXIDE DCW DOMESTIC COLD WATER DHW DOMESTIC HOT WATER DHWC DOMESTIC HOT WATER RECIRCULATION DSP DRY STANDPIPE EWC ELECTRICAL WATER COOLER FD FLOOR DRAIN IE INVERT ELEVATION IN WC INCHES WATER COLUMN IW IONIZED WATER; INDIRECT WASTE NPCW NON POTABLE COLD WATER ORL OVERFLOW RAINWATER LEADER PD PLANTER DRAIN; PRESSURE DROP PERF PERFORATED PLBG PLUMBING PRV PRESSURE REDUCING VALVE RPBP REDUCED PRESSURE BACKFLOW PREVENTER SD STORM DRAIN SS SANITARY SEWER VTR VENT THROUGH ROOF W WASTE WC WATER CLOSET WH WATER HEATER WSP WET STANDPIPE PIPING BP BACKFLOW PREVENTER CD CHW CHR CHS CT EWT FHV LWT TOP CONDENSATE DRAIN CHILLED WATER CHILLED WATER RETURN CHILLED WATER SUPPLY CONICAL TEE ENTERING WATER TEMPERATURE FIRE HOSE VALVE LEAVING WATER TEMPERATURE TOP OF PIPE PIPING IDENTIFICATION HVAC COND RL RS PIPING ACCESSORIES 0 COND CONDENSATE DRAIN PIPE RL REFRIGERANT LIQUID PIPE RS REFRIGERANT SUCTION PIPE GENERAL INFORMATION SYMBOLS TEXT TEXT X 1- - - -J e FLOOR DRAIN NEW MECHANICAL, LINE WORK AND TEXT EXISTING MECHANICAL TO REMAIN, UNE . WORK AND TEXT FUTURE TI SCOPE & NEW WORK OTHER THAN MECHANICAL DEMO MECHANICAL, LINE WORK AND TEXT (APPLIES ONLY TO DEMOLITION PLANS OR WHERE SPECIFICALLY NOTED AS DEMOLITION). DETAIL OR DIAGRAM NUMBER SHEET NUMBER PLAN NUMBER SHEET NUMBER WHERE, PLAN SHOWN REVISION NUMBER - DENOTES NUMBER AND DATE WHEN REVISION OR ISSUE OCCURED REVISION CLOUD - DENOTES AREA OF CHANGE DETAIL REFERENCE OUTLINE WITH NUMBER AND SHEET LOCATION MATCHLINE PLUMBING FIXTURE CALL -OUT (SEE PLUMBING SCHEDULES) DRAWING NOTE REFERENCE POINT OF CONNECTION CENTERLINE GENERAL NOTES: 1. VERIFY LOCATIONS AND DIMENSIONS OF ALL EQUIPMENT AND COORDINATE ALL WORK PRIOR TO START OF CONSTRUCTION. 2. BEFORE MAKING CONNECTIONS TO EQUIPMENT FURNISHED BY THE OWNER OR OTHERS VERIFY THAT EXACT INFORMATION IS PROVIDED. E4 9(lpl1 n 4 ac2GSS /15 . t -. e re,ol 4 c p__ ✓z iLar r" hs 0 4 e' 40 (c S e-4 c__ d l /C 306 - MC_- LOCATION / SITE MAP DRAWING INDEX MO.0 COVER SHEET 112.1 MECHANICAL FLOOR PLAN M2.2 MECHANICAL ROOF PLAN FILE COPY Permit No. Plan review approval is subt to errors and onions. Approval o1 construction documents does not authorize try; violation at any a code or ordinance. Receipt cif approvedd .I' ! eaMtions is a kn edged: BY Date: CI Of 1 ikarila BUILDING DIVISION REIltSI NO s No changes shall be to the scope of Work without prior approval of Tukwila Building NOTZ: revisions will requir D anewplan submittal i and may include additional lan review evrew lees. SEPARATE PERMIT REQUIRED FOR: D Mechanical &Electrical D Plumbing c? as Piping City of Tukwila StilLi2ING DIVISION REVIEWED FOR CODE COMPLIANCE AplacalfllVPD DEC 2.2 2U'IIJ City of Tukwila BUILDING nnimIfM RECEIVED DEC 10 2010 PERMIT CENTER M 10 I 7 5 PROJECT: For Th instry le Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1 -800- 669 -6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503 - 331 -0234 www.mckinstry.com SCHOWALTER MIDDLE SCHOOL FREEZER & COOLER CONDENSING UNITS 4628 SOUTH 144TH STREET TUKWILA, WASHINGTON 98168 REGISTRATION: REVISIONS: 12/07/2010 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: ENGINEERING DESIGNED BY: B. LAWSON DRAWN BY: B. LAWSON CHECKED BY: B. IRWIN JOB NUMBER: 80016 DATE: 12 -07 -2010 SCALE: AS SHOWN SHEET TITLE: COVER SHEET SHEET NUMBER: M0.0 CO 1 3 8 7/8" C110N LINE 3/8" JID LINE _,-,;BROIL A1441 EXISTING 3/8' LIQUID LINE EXISTING 7/8" 77— SUCTION LINE `. C EN N [A139 L EXISTING FREEZER EXISTING COOLER /12.„r c0 V 1` r p /1010 /-27) fhPieci ,�a- r � doCS VJo�IduSS c,iork-vVer- mie rverk7 /70 rvu fh,OtJ)11 GENERAL NOTES: 1. NEW WORK SHOWN AS BOLD. KEY NOTES: 0 EXISTING FREEZER AND COOLER. ® ROUTE NEW 7/8" SUCTION AND 3/8" LIQUID REFRIGERANT PIPING TO EXISTING FREEZER EVAPORATOR. 03 ROUTE EXISTING 7/8" SUCTION AND 3/8" LIQUID REFRIGERANT PIPING TO EXISTING COOLER EVAPORATOR. ® ROUTE NEW 7/8" SUCTION AND 3/8" LIQUID REFRIGERANT PIPING UP TO ROOF. REFRIGERANT PIPING PROVIDED BY REFRIGERANT VENDOR. 05 EXISTING 7/8" SUCTION AND 3/8" LIQUID REFRIGERANT PIPING UP TO ROOF. ® FREEZER EVAPORATOR AND CONDENSING UNIT TO OPERATE WITH R -404A REFRIGERANT. COOLER EVAPORATOR AND CONDENSING UNIT TO OPERATE WITH R -22 REFRIGERANT. MECHANICAL FLOOR PLAN 1 SCALE: Y" 0 2' 4' 8' t1(O175 KEY PLAN REVIEWED FOR CODE COMPLIANCE APORAVED DEC 2 2 2010 PROJECT: For Th instry le Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 -669 -6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503 - 331 -0234 www.mckinstry.com SCHOWALTER MIDDLE SCHOOL FREEZER & COOLER CONDENSING UNITS 4628 SOUTH 144TH STREET TUKWILA, WASHINGTON 98168 REGISTRATION: REVISIONS: 12/07/2010 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: ENGINEERING DESIGNED BY: B. LAWSON DRAWN BY: B. LAWSON CHECKED BY: B. IRWIN JOB NUMBER: 80016 DATE: 12 -07 -2010 SCALE: AS SHOWN SHEET TITLE: BUILDING CityofTukwDIVIila CIflM MECHANICAL PLAN FLOOR RECEIVED DEC 10 201 PERMIT CENTS( SHEET NUMBER: M2.1 I HI( , if 1_1/8" SUCTIONS p �1 /2" LIQUID 0 Pi \1/ 3/4" CONDENSATE PIPING FOOD EXISTING FLOOR DRAIN I A f .2 / LI .. ., . f L FOOD Si--_=,v, .� ; F. 1 A14 ,1 1 LA C �' --~'TO---) . L 0 CO 1 3 8 7/8" C110N LINE 3/8" JID LINE _,-,;BROIL A1441 EXISTING 3/8' LIQUID LINE EXISTING 7/8" 77— SUCTION LINE `. C EN N [A139 L EXISTING FREEZER EXISTING COOLER /12.„r c0 V 1` r p /1010 /-27) fhPieci ,�a- r � doCS VJo�IduSS c,iork-vVer- mie rverk7 /70 rvu fh,OtJ)11 GENERAL NOTES: 1. NEW WORK SHOWN AS BOLD. KEY NOTES: 0 EXISTING FREEZER AND COOLER. ® ROUTE NEW 7/8" SUCTION AND 3/8" LIQUID REFRIGERANT PIPING TO EXISTING FREEZER EVAPORATOR. 03 ROUTE EXISTING 7/8" SUCTION AND 3/8" LIQUID REFRIGERANT PIPING TO EXISTING COOLER EVAPORATOR. ® ROUTE NEW 7/8" SUCTION AND 3/8" LIQUID REFRIGERANT PIPING UP TO ROOF. REFRIGERANT PIPING PROVIDED BY REFRIGERANT VENDOR. 05 EXISTING 7/8" SUCTION AND 3/8" LIQUID REFRIGERANT PIPING UP TO ROOF. ® FREEZER EVAPORATOR AND CONDENSING UNIT TO OPERATE WITH R -404A REFRIGERANT. COOLER EVAPORATOR AND CONDENSING UNIT TO OPERATE WITH R -22 REFRIGERANT. MECHANICAL FLOOR PLAN 1 SCALE: Y" 0 2' 4' 8' t1(O175 KEY PLAN REVIEWED FOR CODE COMPLIANCE APORAVED DEC 2 2 2010 PROJECT: For Th instry le Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 -669 -6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503 - 331 -0234 www.mckinstry.com SCHOWALTER MIDDLE SCHOOL FREEZER & COOLER CONDENSING UNITS 4628 SOUTH 144TH STREET TUKWILA, WASHINGTON 98168 REGISTRATION: REVISIONS: 12/07/2010 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: ENGINEERING DESIGNED BY: B. LAWSON DRAWN BY: B. LAWSON CHECKED BY: B. IRWIN JOB NUMBER: 80016 DATE: 12 -07 -2010 SCALE: AS SHOWN SHEET TITLE: BUILDING CityofTukwDIVIila CIflM MECHANICAL PLAN FLOOR RECEIVED DEC 10 201 PERMIT CENTS( SHEET NUMBER: M2.1 LJ 0 J J 11 0 n LJ 0 0 1 -1 /8" SUCTII N LINE 1/2" LIQUID LINE 0 0 I 0 0 (7 0! 0 z 11 7/8" S CTION LINE 3/8" LIQUID LINE FOOD STORAGE RM. 142 BELOW U Q 1 (1) 0 0 0 0 0 BOLT UNIT TO ISOLATOR & LAG ISOLATOR TO CURB ROOF MOUNTED EQUIPMENT SEISMIC SPRING ISOLATOR (IF REQUIRED) CAP FLASHING SLEEPER & CANT BY G.C. HIII II II II 11 11 II ii 11 II II II II II II I 1 I �\ \ 11 i 1 11 11 11 11 II 11 11 II 11 II II 11 11 I1 11 Ii II 1'1` 11 NOTE: CONFIRM EQUIPMENT MOUNTING METHODS WITH EQUIPMENT SUPPLIER PRIOR TO COORDINATION WITH GENERAL CONTRACTOR. FASTEN SLEEPER TO ROOF (BY G.C.) SLEEPER MOUNTED EQUIPMENT DETAIL NOT TO SCALE RIGID UNSULATION & ROOFING BY G.C. CONCRETE ROOF BY G.C. GENERAL NOTES: 1. NEW WORK SHOWN AS BOLD. KEY NOTES: 01 EXISTING EQUIPMENT CURB. 02 PROVIDE MINIMUM CLEARANCE AROUND CONDENSING UNITS FOR AIRFLOW AND FOR SERVICE. 03 FREEZER CONDENSING UNIT APPROXIMATELY 525 LBS. @ COOLER CONDENSING UNIT APPROXIMATELY 361 LBS. 05 EXISTING 7/8" SUCTION AND 3/8" LIQUID REFRIGERANT LINE SET TO BE REUSED TO SERVE THE EXISTING COOLER. © PROVIDE NEW 7/8" SUCTION AND 3/8" LIQUID REFRIGERANT LINE SET TO SERVE THE EXISTING FREEZER. C) 0 1 MECHANICAL ROOF PLAN SCALE: K" _ 0 2' 4' 8' 16' n MIO KEY PLAN ins REVIEWED FOR CODE COMPLIANCE A DDDfl i n City of Tukwila BUILDING Innvigin►m RECEIVED DEC 10 2010 PERMIT CENTER PROJECT: For Tit instry 'fe Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503 - 331 -0234 www.mckinstry.com SCHOWALTER MIDDLE SCHOOL FREEZER & COOLER CONDENSING UNITS 4628 SOUTH 144TH STREET TUKWILA, WASHINGTON 98168 REGISTRATION: REVISIONS: 12/0712010 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: ENGINEERING DESIGNED BY: B. LAWSON DRAWN BY: B. LAWSON CHECKED BY: B. IRWIN JOB NUMBER: 80016 DATE: 12 -07 -2010 SCALE: AS SHOWN SHEET TITLE: MECHANICAL ROOF PLAN SHEET NUMBER: M2.2 0 1 !r 1 1 i \ \\\\\\\\ N r 'r rr rr r\ `\ \ r /19 1 ;/ I / C) 0 l I C) 0 1 MECHANICAL ROOF PLAN SCALE: K" _ 0 2' 4' 8' 16' n MIO KEY PLAN ins REVIEWED FOR CODE COMPLIANCE A DDDfl i n City of Tukwila BUILDING Innvigin►m RECEIVED DEC 10 2010 PERMIT CENTER PROJECT: For Tit instry 'fe Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1- 800 - 669 -6223 PORTLAND: 12021 NE AIRPORT WAY SUITE G PORTLAND, OR 97220 503 - 331 -0234 www.mckinstry.com SCHOWALTER MIDDLE SCHOOL FREEZER & COOLER CONDENSING UNITS 4628 SOUTH 144TH STREET TUKWILA, WASHINGTON 98168 REGISTRATION: REVISIONS: 12/0712010 PERMIT SET NO. DATE DESCRIPTION McKINSTRY DIVISION: ENGINEERING DESIGNED BY: B. LAWSON DRAWN BY: B. LAWSON CHECKED BY: B. IRWIN JOB NUMBER: 80016 DATE: 12 -07 -2010 SCALE: AS SHOWN SHEET TITLE: MECHANICAL ROOF PLAN SHEET NUMBER: M2.2