Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit M19-0092 - THORNDYKE ELEMENTARY SCHOOL - WATER SOURCE HEAT PUMPS
THORNDYKE ELEMENTARY SCHOOL. 4415 S 150 ST M19-0092 ' Parcel No: �~^�xx ^�� Tukwila ~~�~� x�n o ��n^���oa Departmentof Community Development 63OOSouthcenterBoulevard, Suite #1VU Tukwila, Washington BQ1Wg Phone:ZV6'4]1'3G70 Inspection Request Line: 2O6'43O'93SO Web site: hup://wwwJukwi|oVVA.«ov MECHANICAL PERMIT 0043000280 Permit Number: yN19'0092 Issue Date: 6/26/2019 Permit Expires On: 12/23/2019 Project Name: THORNDYKE ELEMENTARY SCHOOL Owner: TUKWILA SCHOOL DISTRICT 464USl44THST'TUKVV|UA,WA, 98168 Contact Person: Address SVO5THIRD AVE S^5EAlTLE,WA, 98134 Contractor: Name: Address: License No: Lender: Name: N1CNNSTRYCOLLC(CONSTRU[OON) POBOX 24567,SEATTLE VVA,98l34 Kx[K|N[L942DVV ''' Phone: (200)762'3311 Expiration Date: 3/16/2020 DESCRIPTION OF WORK: REPLACE 49 WATER SOURCE HEAT PUMPS THROUGHOUTTHE SCHOOL Valuation of Work: $254,421.00 TypeofVVork: REPLACEMENT Fees Collected: $3,262.44 Electrical Service Provided by: SEATTLECITY LIGHT Water District: 125 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Permit Center Authorized Signature: 2015 20152015 2015 2015 National Electrical Cude: VVACities Electrical Code: VVA[296-45O: VVAState Energy Code: 2017 2017 2017 2015 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state nrlocal laws regulating construction orthe performance nfwork, iamauthorized tnsign and obtain this development permit and agree tc�,�heconditions attached tothis permit. Signature: Print Name: Date: ('a �-' �. //'I This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended orabandoned for aperiod of180days from the last inspection. PERMIT CONDITIONS: 1: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval, 2: All permits, inspection record card and approved construction documents shall bekept atthe site ofwork and shall be open to inspection by the Building Inspector until final inspection approval is granted. 3: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in atimely manner. 4: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall besubmitted totheBui|dingOf0dai The final inspection report shall heprepared bythe approved special inspection agency and shall be submitted to the Building Official prior to and as a condition offinal inspection approval. 5: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code, 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations, Final inspection approval will be determined by the building inspector based onsatisfactory completion o/this requirement. 7: All plumbing and gas piping work shall heinspected and approved under aseparate permit issued bythe City ufTukwila Building Department (ZOG'43l'367O). 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 9: VALIDITY OFPERMIT: The issuance o/granting ofapermit shall not beconstrued tobeapermit for, oran 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 ofthe City ofTukwila shall not bevalid. The issuance ofapermit based onconstruction documents and -other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 10t `MECHANICAL PERMIT CONDITIONS' 11: All mechanical work shall beinspected and approved under aseparate permit issued bythe City nfTukwila Permit Center (I06/4]l'367D). lZ: Manufacturers installation instructions shall beavailable nnthe job site at the time ofinspection. 13/ The attached set of mechanical plans have been reviewed, by The Tukwila Fire Marshals Office and are acceptable with the following concerns: 14: H.V.A.C. units rated at greater than 2,000 cfm require auto -shutdown devices, These devices shall be separately zoned in the alarm panel and local UA. central station supervision is required. (City Ordinance #Z437) 15: H.V,A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall beequipped with anautomatic shutoff, Automatic shutoff shall beaccomplished byinterrupting the power source of the air -moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall belabeled byanapproved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions, (|K4C606.1,6O6.Zl) 16: Remote indicator lights are required nnall above ceiling smoke detectors. (City Ordinance #2437) 17: Duct detectors shall send asupervisory signal only upon activation. (City Ordinance #2437) 18: All new fire alarm systems urmodifications tnexisting systems shall have the written approval ofThe Tukwila Fire Prevention Bureau. Nowork shall commence until afire department permit has been obtained. (City Ordinance #Z437)(|F[9O1.2) 19: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 20: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests, (City Ordinances #2436and #Z4]7) Zl: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval ofsuch condition orviolation. ZZ: These plans were reviewed byInspector 5l1. |fyou have any questions, please call Tukwila Fire Prevention Bureau at(2O6)575-44U7. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206)438-9350 1400 FIRE FINAL 0703 MECHEQUIP EFF 1800 MECHANICAL FINAL 0609 P|PE/DUCT|NSULAT|Om 0705 REFRIGERATION EQUIP 0701 R0UGH'|N[NECMAN|[AL 0702 SMOKE DETECTOR TEST CITY OF TUKW1Q Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwvv.TukwilaWA.gov Mechanical Permit No. Project No. Date Application Accepted: — ?j ' Cr Date Application Expires:3 l 5 (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** King Co Assessor's Tax No.: 0042000280 Site Address: 4415 S 150th St, Tukwila, WA 98188 Suite Number: Floor: Tenant Name: Tukwila School District - Thorndyke Elementary Schti New Tenant: ❑ Yes „No PROPERTY OWNER Name: Tukwila School District Address: 4640 S 144th St City: Tukwila State: WA Zip: 98168 CONTACT PERSON —'person receiving all project communication Name: Lucas Cramer Address: 5005 3rd Ave South City: Seattle State: WA Zip: 98134 Phone: 206-366-5302 Fax: Email: lucasc@mckinstry,com MECHANICAL' CONTRACTOR INFORMATION Company Name: McKinstry Co. Address: 5005 3rd Ave South City: Seattle State: WA zip: 98134 Phone: (206) 762-3311 Fax: Contr Reg No.: MCKINCL942DW Exp Date: 3-16-2020 Tukwila Business License No.: BUS-0994320 Valuation of project (contractor's bid price): $ 254,421 Describe the scope of work in detail: Replace 49 water source heat pumps throughout the school Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement Fuel Type: Electric ❑ Gas ❑ Other: N/A Li: Applications Forms -Applications On Line 2016 Applications Mechanical Permit Application Revised I-4-16.docx Revised: January 2016 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfin Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system 49 Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,0001%i 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu Noise: Mechanical units need to be in compliance with the Tukwila Noise Code. Maximum permissible sound levels are based on from where the sound is created and where the sound is heard. Additionally, if sound can be heard from within a house at night in a residential zone it may not be allowed. For more details, see TMC 8.22 District of Sound Producing Source District of Receiving Property Residential, Daytime* Residential, Nighttime Commercial Industrial Residential 55 dB(A) 45 dB(A) 57 dB(A) 60 dB(A) Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) Industrial 60 dB(A) 50 dB(A) 65 dB(A) 70 dB(A) *Daytime means 7AM-10PM, Monday through Friday and 8AM-10PM, Saturday, Sunday and State -recognized holidays. A few sounds are exempt from the noise code, including: • Warning devices; • Construction and property maintenance during the daytime hours (7am-10pm); Testing of backup generators during the day. 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. BUILDING 0 ER OR AUTHORIZED AGENT: Signature. Date: 05/31/2019 Print Name: Dave Robinaugh Day Telephone: (206) 832-8352 Mailing Address: 5005 3rd Ave S Seattle WA 98134 City State Zip Applications Forms -Applications On Line 2016 Applications' Mechanical Permit Application Revised I -4-16.docx Revised: January 2016 bh Page 2 of 2 Cash Register Receipt Receipt Number City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT QUANTITY PAID $2,635.05 M19-0092 Address: 4415 S 150TH ST Apn: 0042000280 $2,635.05 Credit Card Fee $76.75 Credit Card Fee R000.369.908.00.00 0.00 $76.75 MECHANICAL $2,436,48 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $2,403.33 TECHNOLOGY FEE $121.82 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17999 R000.322.900.04,00 0.00 $121,82 $2,635.05 Date Paid: Wednesday, June 26, 2019 Paid By: ROBERT FIX MCKINSTRY Pay Method: CREDIT CARD 092061 Printed: Wednesday, June 26, 2019 12:56 PM 1 of 1 SYSTEMS CO TVKWILA ETn4KIT 8208 S0UTMCENTER 8LVn TUKWILA' WA 98188 206'433'1870 CITY OF TUKWIL4 Date: 06/26/28I9 12:55:59 PM CREDIT CARD SALE VISA CARD m0nasR: **^***+*+*2586 K TK4m AMOUNT: $2'635.05 APPROVAL [D: 092061 RECORD #: 800 CLERK ID: Rachelle Thank you! Customer Copy Cash Register Receipt Receipt Number City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $627.39 M19-0092 Address: 4415 S 150TH ST Apn: 0042000280 $627.39 Credit Card Fee $18.27 Credit Card Fee R000 369 908.00,00 0.00 $18.27 MECHANICAL $ 09 12 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R17779 R000 322 102.00 00 0.00 $609 12 $627.39 Date Paid: Monday, June 03, 2019 Paid By: DAVID ROBINAUGH Pay Method: CREDIT CARD 02696C Printed: Monday, June 03, 2019 8:45 AM 1 of 1 Y 7E- 0 CO CITY OF TVKWILk Date: 06/03/2019 08:44:23 AM CREDIT CARD SALE VISA [4no NUMBER: **********9098 K T8«N AMOUNT: $627.39 APPROVAL Co: 82696C RECORD w: 000 CLERK ID: Bill Thank you! Customer Copy INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request line (206) 438-9350 Project: Type of Inspectiodn-: Address: date Called: cial Instructions: 'Date Wanted: a,rn. p..m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. fJ 4COMMENTS: 'Inspector Date: n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd,. Suite 100, Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Typ of Inspection: Address: Date Called: Special Instructions: Date Wanted: ,//-2--1 ? a.rn, p.m. Requester: Phone No: ElApproved per applicable codes. COMMENTS: EiCorrections required prior to approval. 0 nspector. Da e:�12 REINSPECTION FE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: YgOr Ty a of Inspection: Addres �=� / Cate Called: Special Instructions: >Date tt anted: p.m. Requester: _114, -5 Phone No: CD SKApproved per applicable codes. Corrections required prior to approval. nspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. try to Of Your 8u114!np Structural Calculation Report THORNDYKE HEAT PUMP REPLACEMENT SEISMIC CALCULATIONS Project THORNDYKE ELEMENTARY 4415 SOUTH 150TH ST. Location TUKWILA, WA 98168 McKinstry 201149-003 Project McKinstry S-001 Drawings Date 5/29/19 RECEIVED CITY OF TUKWILA JUN 03 2019 PERMIT CENTER 0912. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 5 2019 .• City of Tukwila BUILDING DIVISION , .0„4201 SI 4'/ONAL EXPIRES: 9-23-20 5005 3rd Avenue South • Seattle, WA 98134 • 206.762.3311 • FAX 206.762.2624 California • Colorado • Idaho • Kansas • Minnesota • Montana • Oregon • Texas • Washington • Wisconsin ry Of Your Ruliding 800.669.6223 www.mckinstry.com PROJECT THORNDYKE HP REPLACEMENTS TITLE STRUCT CALCS BY JHK SCALE JOB # 201149-003 DATE 5/21/19 REF.DWG SHEET SCOPE: PROJECT: DESIGN SEISMIC ANCHORAGE/ATTACHMENT FOR NEW INCOMING HEAT PUMPS. CONFIRM EXISTING FRAMING FOR NEW INCOMING LOADS. NOTE: UNITS ARE "LIKE -FOR -LIKE" REPLACEMENT; LOCATIONS REMAIN THE SAME. THORNDYKE ELEMENTARY SCHOOL HP REPLACEMENT 4415 SOUTH 150TH ST. TUKWILA, WA 98168 LOCATIONS: MECH ROOM GRIDLINES BA-BC/0-2, MECH PLATFORM GRIDLINES BA-BC/1, MECH MEZZ GRIDLINES 8 DESIGN PARAMETERS: CODES: ASCE 7-10, ACI 318-14, IBC 2015 W/ WA AMENDMENTS, NDS 2012 LOADS: DEAD: SELF WT OF MECH EQUIPMENT • MECHANICAL EQUIPMENT CONNECTION SCHEDULE EQUIPMENT TAG DESCRPITION WT (LBS) 1 X W XH (IN) COMMENTS (NEW) HP-(1,2) HEAT PUMP 698 41x29x70 PROVIDE CONC ANCHOR WITH MASON SUPER W AND ANGLE CLIP PER 4/5-001 AT EA CORNER OF UNITS, (4)- TOTAL CONN PER UNIT (EXISTING) HP.(1,2) HEAT PUMP - . EXISTING MECHANICAL UNIT, (NEW) HP45,6) HEAT PUMP 64441x29x70 PROVIDE LAG BOLT CONN WITH MASON SUPER W AND ANGLE CLIP FASTENED TO (E) WOOD SLEEPER PER 4/S- 001 SIM AT EA CORNER OF UNITS, (4)-TOTAL CONN PER UNIT. EXISTING) HE-(5,6) HEAT PUMP - - EXISTING MECHANICAL UNIT. (NEW) HP-(3,4 & 7-49) HEAT PUMP . . 2§3 MAX ., 54x25x21 PROVIDE SEISMIC CABLE BRACE WITH SWAY ATTATMENTS AT EA CORNER OF UNIT AND MASON NEOPRENE HANGER PER SI5-001 AT EA CORNER oF UNITS, (4)-TOTAL CONN PER UNIT. , (EXISTING) FIF0(1.4 & 7.491 , ,. . 1 . HEAT PUMP . .. t ' , - EXISTING MECHANICAL UNIT. SEISMIC: SDS = 0.985g 1p = 1.0 Ap = VARIES' Rp = VARIES z/h = VARIES ' 4 J. a DESIGN APPROACH: ek .°\ 1. CALCULATE WORST CASE SEISMIC AND GRAVITY LOADS FOM1FLOOR MOUNTEAND SUSPENDED UNITS. 2, SIZE ANCHORS FOR WORST CASE FLOOR MOUNTED EQUIPMENT. A. USE HILTI PROFIS TO SIZE CONC-A4tHOR FOR UNITS LOCATED ON IN MECH ROOM SOG. B. SIZE LAG BOLT CONNECTION TO EXISTING WOOD SLEEPER ANCHOR FOR UNITS LOCATED IN MECH MEZZ. 3. CHECK EXISTING STRUT SUPPORTING NEW SUSPENDED UNITS. 4. CHECK EXISTING WOOD JOISTS FOR INCOMING LOADS. ffstry No Of roar Building PROJECT TH(JRNDYKEHPREPLACEMENTS BY JHK DATE 5/21/19 DESIGN SEISMIC ANCHORAGE FOR WORST CASE SUSPENDED UNITS: TYPICAL PLAN DETAIL: CONNDETA\L MASON m�D-A-RED NEOPRENE HANGER, SEESCHED N) SE SMIC CABLE .TYPICAL SUSPENDED HEAT ` PUMP. MAX VVT~2G3Dr (E) THREADED ROD GRAVITY HANGER wpABLsBRACE NOTE (N) SWAY ATTACHMENT FROM CABLE PROVIDER MECH EQUIPMENT -w "',—(E) STRUT HANGER ELEVATION SEE SPREADSHEET FOR LOADS AND REACTIONS. 'SEE CALCONUN|STRUTCHECK. OPTION 1:RUN RIGID CONNECTED CONDITION WITHOUT ROD STIFFENER. OPTION 2:RUN WITH NEOPRENE FACTORS mxROD STIFFENER (N) STRUT CHANNEL W1 ROD STIFFENER CLIPS @ 24'OC. NOTE HANGER OR TRAPEZE CABLE BRACE PER S UNIT CONNECTED TO EXISTING STRUT RACK a~UTHANGER (E) GRAVITY HANGER (wSWAY ATTACHMENT OPTION 1CAM RIGID CONN MECHANICAL EQUIPMENT BRACED WITH CABLES AT EA CORNER (TYP AT 4 LOCATIONS) Unit Information Unit Tag MP Unit Weight 263 |bu Unit Width 25 Unit Height 21 VnitCG 10.5 R;Brace Angle _ 60 / Seismic Information �� ' �99 ' ~ A'= 2.5 Rp= 60 |p= l.0 z/h 0.75 ()o= 2.5 Brace Force and Reactions: Fla (Tension) Fx F' 216|bs 108|bs 187|bs RIGID SEISMIC FACTORS Seismic Force Cahs Fp= 100|bs Fp(MAX)= 414|bm Fr(w/w)= 78|ha Fn'= 108|bs Service Hanger Force Components [FP* Tw _ TFPvor[FPv T"ve,mCover 187|bs 66|bo 13|bs 33|bx (Note: Worst -case brace force occurs where a single brace takes the full horizontal seismic force) (Other worst -case forces occur where loading is applied transverse to the unit) (UO) Hanger Reactions VV/Downward Fpv Hanger Rod T\*mn=(12*Tw+Trrv)-(Cover +C",*) NA C(m*u=(Cover +CFPH)'<O.9*Tw+T=v 137|b* Hanger Rod 2 Tmmq=(12*Tw+Tppv+T"ve,) . 115|bs Gmmq=0(No Compression) NA Max VLTReactions To 115Nbs mrMax Hanger Tension pv 137|hm vo^ax Hanger Compression FB 216|hs vo^ax Brace Force F, 187}bs voBrace Vertical (VDDHanger Reactions W/Upward Fpv *anger Rod T\R.dz>=(12*Tw)'(Cover +Cpn,+C,,x) NA {(mm*=(Cover +CFPx+CFP,) '(D.9*Tw) 163|bs Hanger Rod 2 7(n"on=(1]*Tw+Tuve,) [,,v 83|bs Max Service Reactions TEcj 101|bs Service Max EQ Hanger Tension C,n 131|6n Service Max ,uHanger Compression Tw 66|bs Service Dead Load BRACE DESIGN CAPACITY, T~1OUOUb 0CH=O.22<1.O.`.BHACEOK- OPTION 2 CALC: NEOPRENE CONN MECHANICAL EQUIPMENT BRACED WITH CABLES AT EA CORNER (TYP AT 4 LOCATIONS) Unit Information Unit Tag HP Unit Weight 263 Ibs Unit Width 25 Unit Height 21 Unit CG 10.5 0; Brace Angle 60 Seismic Information Ap= 2.5 Rp= 2.5 z/h= 0.75 Do= 2.5 Brace Force and Reactions: Fb (Tension) Fx FY 518 lbs 259 lbs 449 lbs NEOPRENE SEISMIC FACTORS Seismic Force Calcs Fp 259 lbs Fp(MAX( 414 lbs Fp (MIN) = 78 Ibs FPH = 259 Ibs Fpv = 52 lbs Service Hanger Force Components CFPH Tw TFPV or CFPV Tover & Cover 449 Ibs 66 Ibs 13 Ibs 54 Ibs (Note: Worst -case brace force occurs where a single brace takes the full horizontal seismic force) (Other worst -case forces occur where loading is applied transverse to the unit) (ULT) Hanger Reactions W/ Downward Fpv Hanger Rod 1 T(Rod 1) = (1.2*Tw + TFPV) - (Cover + CFPH) NA C(pod 1) = (Cover + CFPH) - (0.9*Tw + TFPV) 431Ibs Hanger Rod 2 T(Rod 2) = (1.2*Tw + TFPV + Tover) 146 Ibs C(Rod 2) = 0 (No Compression) NA Max ULT Reactions Tu 146 Ibs ULT Max Hanger Tension Pu 431 Ibs ULT Max Hanger Compression FB 518 Ibs ULT Max Brace Force Fx 449 Ibs ULT Brace Vertical Fy 259 Ibs ULT Brace Shear HANGER HANGER 0 w CFPH COVERI CFPV CFPV FPH FPvt UPWARD FPV Tw TOYER (ULT) Hanger Reactions W/ Upward Fpv Hanger Rod 1 T(Rod 1) = (1.2*Tw) - (Cover + CFPV + CFPH) NA C(Rod 1) = (Cover + CFPH + CFPV) - (0.9*Tw) 457 Ibs Hanger Rod 2 T(Rod 2) = (1.2*Tw + Tover) - CFPV 120 Ibs C(Rod 2) = (CFPV) - (0.9*Tw + Tover) NA Max Service Reactions TEQ 133 Ibs Service Max ECt Hanger Tension CEQ 424 Ibs Service Max EQ Hanger Compression Tw 66 Ibs Service Dead Load BRACE DESIGN CAPACITY, T = 1000 Ib DCR = 0.52 < 1.0 :.BRACE OK. nstry O' Your Building 800.669.6223 www.mckinstry.com f II LE BYTHK SCALE )0B # DATE 5/7-3/ r� REF. DWG SHEET CJ..�c1( Srt,rvt i 4 Lads P = 5,2 ! 216 lb ! «= 151 Ib 6930 1'1=Pub 121 lb-P-6 4-2.3. 3 /�6 --P o�uo� P-e rc'c cif rd ac,le 4. '-51‘14110..- - G Pc 034 4 1. 0 • Sit C.7x • 'y , nstry Of ?bur Onfiding 800.669.6223 www.mckinstry.com PROJECT THORNDYKE HP REPLACEMENTS TITLE STRUCT CALCS BY JHK SCALE JOB # 201149-003 DATE 5/21 /19 REF.DWG SHEET DESIGN SEISMIC ANCHORAGE FOR WORST CASE UNITS AT MECH ROOM GRIDLINES BA-BC/0-2: PLAN: I 0 (E) WALL FOOTING (E) SHEAR WALL til (E)4" CONC SOG 2'--0.--F- ___ ij I .11,2.-0. I 1—i ,1 I, UNITS MOUNTED TO (E) 4" SOG 11 I I (N) H. N HP-2 , - --I . _ - -1 / r- • CONN DETAL: (N) MECH UNIT Aliti .01 Ins t —„-----p.r.., (N) re. r A OE Pi. a a a a Pr. PP 4) 410 TEK SCREWS N)$G" x3" HILT! HUS EZ NOTE I (N) MASON HG BUSHING N) L3x3x3/160,5- (N) 42 MASON SUPER W PAO (Ej CONC SLAB OR SLEEPER 4 CONN DETAIL SCALE: NOT TO SCALE NOTES: 1. AT SYM LOCATIONS. PROVIDE SIMPSON SOS 1/4-K4-1 (2LAG BOLT FASTENED TO (E) WOOD SLEEPER IN LIU OF CONC ANCHOR. - SEE SPREADSHEET FOR LOADS AND REACTIONS. - SEE HILTI REPORT FOR ANCHOR RESULTS. SEISMIC ANALYSIS MECHANICAL EQUIPMENT Seismic Demands on Non -Structural Components (Strength level Forces); [§ 133.1 ASCE 7-10) Design Factors: Equipment Type, Tag: Equipment Location: Equipment Weight: Equipment Mount: HP-1,2 GROUND 698 LBS NEOPRENE Sds: Ap: Rp: Ip: z/h: 0.985 2.5 2.5 0,00 Per USGS Website ASCE 7-10 Data INTERNALLY ISOLATED (T-13.6-1) INTERNALLY ISOLATED (T-13.6-1) Seismic Forces: Where: 0.4. [(Jr (Ris. ). ) + )11 13.3-1] FP = R \ p • = 1.6 * Sds * W* 1p • = 0,3* Sds * * Ip • = 0.2* Sds*W, [13.3-2] [13.3-3] [Sect. 13.3] Horizontal Forces: Fp = 2 5 Fp(max) = 1,100 BS Fp(min)= 206 LBS Design Fph= 275 LBS [13,3-1] [13.3-2] [13.3-3] Fp(min)<Fp<Fp(max), Use Fp [13.3-1] Fpv= 138 LBS [Sect. 13.3] Seismic Analysis (Force -Component Approach): [F(Trans)= Fph*Cos(0), F(Longit)= Fph*Sidt r X ADDITIONAL OESTRA1NTS WHEN REOithiED, 7-1AUST OE LOCATED ALONG r-r -114 ,•."; itt Operating weight of Epolometh Ia EF,,,CosED) o Seismic horizontal force ft, it Seteneto VSEikbi r4rit ',7;;;; b Distance Woe,,, Sehonto Peetrointe Ahdig Y-Y 4 = Dietoode between Seismic Rashid:its Moog X-X h height to Cedter of Grqvily N Number of Seierold Restraint* E.th- Seismic isolotor or Anchor iodation Plan Viet. X !F„ ENCos(0) I W (Max Tension per IBC (U7): 0.9D + 1.0E) TENSION ,9IV - F 0 cose9h F sin h , 2 , 2 N (Max Comp per IBC (.15): J.2D+1.0E), 12, , I 2W + F cosoh h , sine/ h — .2 2 P= -81 LBS COMP 447 LBS bi (Longit)= b2 (Trans). CG Height = 41 in. 29 in. 5 .n. Qnty of Conn= Ixx= IVY' 0 = Max Reaction Nu= Pu= Vu= 4 1681 841 0.62 @ Corner Conn -80.6 LBS 447 LBS 69 LBS in"4 inm Radians TENSION COMPRESSION SHEAR > > Ultimate Forces Per Connection Notes: SIZE CONCRETE EXPANSION ANCHOR IN HILTI'S PROFIS Service Level Reactions Po 175 LBS Pfpv POTM Overstrength factor, D: 34 LBS 203.3 LBS 2.5 Max Reaction wOmega (@Corner ONu -386 LBS TENSION OPu 752 LBS COMPRESSION QVu 172 LBS SHEAR Hilti PROFIS Engineering 3.0.43 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: McKinstry 5005 3rd Ave South, Seattle WA 98134 HP-1,2 Mech Room Anchorage Page: Specifier: E-Mail: Date: 1 Justin Kim 5/23/2019 Specifiers comments: 1 Input data Anchor type and diameter: KWIK HUS-EZ (KH-EZ) 3/8 (2 1/2) Item number: 418057 KH-EZ 3/8"x3" Effective embedment depth: hef,act 1.860 in., hnom = 2.500 in. Material: Carbon Steel Evaluation Service Report: ESR-3027 Issued I Valid: 6/1/2018 I 12/1/2019 Proof: Design Method ACI 318-14 / Mech. Stand-off installation: Profile: Base material: Installation: Reinforcement: Seismic loads (cat. C, D. E, or F) Geometry [in.] & Loading [lb, in.lb] cracked concrete, 4000, fo' = 4,000 psi; h = 4,000 in. hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Tension load: yes (17.2.3.4.3 (d)) Shear load: yes (17.2.3.5.3 (c)) Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering c ) 2003-2018 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Hilti PROFIS Engineering 3.0.43 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: Y McKinstry 5005 3rd Ave South, Seattle WA 98134 HP-1,2 Mech Room Anchorage Page: Specifier: E-Mail: Date: 2 Justin Kim 5/23/2019 1.1 Design results Case 1 Description Load case: Design loads Forces [lb] / Moments [in.lb] Seismic Max. Util, Anchor [%J N = 386; Vx = 175; Vy = 0; no 30 Mx = 0; My = 0; M, = 0; Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2018 Kill AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 2 Hilti PROFIS Engineering 3.0.43 www.hilti.com Company: Address: Phone I Fax: Design: Fastening point: McKinstry 5005 3rd Ave South, Seattle WA 98134 HP-1,2 Mech Room Anchorage Page: Specifier: E-Mail: Date: 3 Justin Kim 5/23/2019 2 Proof I Utilization (Governing Cases) Design values [Ib] Utilization Loading Proof Load Capacity P N / v [%] Status Tension Shear Loading Concrete Breakout Failure 386 1,330 30 / OK Pryout Strength 175 1,909 / 10 OK P v Utilization p Ny [V01 Status Combined tension and shear loads 0.290 0.094 5/3 15 OK 3 Warnings • Please consider all details and hints/wamings given in the detailed report! Fastening meets the design criteria! Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2018 Hilti AG, FL-9494 Schaan HMI is a registered Trademark of Hilti AG, Schaan wmwwhilti.com Company: Address: Phone |Fax: Design: Fastening point: McKinstry 5005 3rd Ave South, Seattle wA 98134 HP'1.2MocoRoom Anchorage Page: Specifier: E*^wc 4 Remarks; Your Cooperation Duties ` Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations inaccordance with Mi|U's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with uythe user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hi|hproduct. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance nf the results p,suitability for aspecific application. ^ You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. |nparticular, you must arrange for the regular backup o,programs and data and, ifapplicable, carry out the updates ofthe Software offered by*iltinoaregular basis. If you dvnot use the AutoUpdate function of the Software. you must ensure that you are using the current and thus up-to-date version of the Software in each case bycarrying out manual updates via the m|tiWebsioa. m|Vwill not bpliable for consequences, such authe recovery oflost ordamaged data vrprograms, arising from aculpable breach ovduty uyyou. Input data and results must be checked for conformity with the existing conditions and for PROFIS Engineering ( c ) 2003-2018 Hill AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan try fe Of Your Building 800.669,6223 www.mckinstry.com PROJECT THORNDYKE HP REPLACEMENTS TITLE STRUCT CALCS BY JHK SCALE JOB # 201149-003 DATE 5/21/19 REF.DWG SHEET DESIGN SEISMIC ANCHORAGE FOR WORST CASE UNITS ON MECH PLATFORM AT GRIDLINES 1/BA-BC: PLAN: MOUNTED TO EXISTING WOOD SLEEPER ON PLATFORM CONN DETAL: / v (N) HP-3 (N) HP-4 (N) SEISMIC CABLE / BRACE, TYP v USE SIMPSON SDS LAG BOLT IN LIU OF CONC ANCHOR 4 CONN DETAIL IN) MECH UNIT #10 (N) HP,5 (N) HP-6 (N) SEISMIC CABLE BRACE, TYP NG IN( 13x3x3(16)(0151 41)(21 MASON SUPER W PAD (E) CONC SLAB OR SLEEPER SCALE: NOT TO SCALE NorEs: 1, AT SYM LOCATIONS, PROVIDE SIMPSON SDS I/45,4-1/2LAG BOLT FASTENED TO (E) WOOD SLEEPER IN LIU OF CONC ANCHOR. - SEE SPREADSHEET FOR LOADS AND REACTIONS. - SEE WOOD LAG BOLT CALC. CHECK LAG BOLT CONN: LOADS: (FROM SPREADSHEET) Na = 0.7*450 Ib = 315 Ib Va = 0.7*133 lb = 93.1 lb WITHDRAW: W = 172 lb/IN THREAD LENGTH = 2.75" Wallow = 473 Ib DCR = 0.66 < 1.0 :.OK SHEAR: Vallow = 420 Ib OCR = 0.22 < 1.0 :.OK SEISMIC ANALYSIS MECHANICAL EQUIPMENT Seismic Demands on Non -Structural Components (Strength Level Forces): Design Factors: Equipment Type, Tag: Equipment Location: Equipment Weight: Equipment Mount: HP-5,6 GROUND 644 LBS NEOPRENE [§ 13,3.1 ASCE 7-10] Sds: 0.985 Per USGS Website ASCE 7-10 Data Ap: 2.5 INTERNALLY ISOLATED (T-13.6-1) Rp; 2.5 INTERNALLY ISOLATED (T-13.6-1) Ip: z/h: 1.00 Seismic Forces: Where: FP = \ 0.4. [(a „• (SO')13.34] =1.6 * Sds * * 1p FPM,y = 0.3* Stis * W *Ip = 0.2 Sds*W, [13.3-2] [13.3-3] [Sect. 13.3] Horizontal Forces: Fp = Fp(max) = Fp(min)= Design Fph= 761 El 1,015 LBS 190 LBS 761 LBS [13,3-1] [13.3-2] [13.3-3] Fp(min)<Fp<Fp(max), Use Fp [13.3-1] Fpv= 127 LB5 [Sect. 13.3] Seismic Analysis (Force -Component Approach): [F(Trans)= Fph*Cos(e), F(Longit)= Fph*Sial) X ADDMOHAL RESTRAINTS WHEN REOXYSIEO, / MUST SE LOCATED ALONC Y-T -E;Sin(9) CiXt Plan View X Csin(olri‘ Li- W Operotiog weight of Equipment Soiarnic itori:onfot Toro. Fee N Weenie, sortitot Force to„ pi:seance between Seismic rteennitas Along T-Y o. Distance between Seismic Retteninis Along rt-X h 14 Patent cc Cortiert of Cravity N o niontwe of Seismic Restraints Seismic isolator or Anchor location =I=Fe,Coe(0) (Max Tension per IBC (U7): 0.9D + 1.0E) =N , 1 „ - F cost9h(--,1 F sin 0 h 2 P= 3 TENSION -449 LBS (Max Comp per IBC (U5): 1.2D+1.0E) COMP P= F coseoh, F• 2 N r 1 „ P;,„ sin 6' h 2 788 LBS bl (Longit)= b2 (Trans)= CG Height = 41 in. 29 in. 5 in. Qnty of Conn= Ixx= lyy= 8 = Max React on Nu= Pu= Vu= 4 1681 841 0.62 @ Corner Conn : -449.5 LBS 788 LBS 190 LBS inA4 inA4 Radians TENSION COMPRESSION SHEAR » Ultimate Forces Per Connection Notes: SIZE CONCRETE EXPANSION ANCHOR IN HILTI'S PROFIS PD PFpv POTM Service Level Reactions 161 1.85 562.6 LBS instry Of Your Building 800.669.6223 vmww.mcknxtry.nom PROJECT THORNDYKE HP REPLACEMENTS By JHK DATE 5/21/19 REFDVYG CHECK WORST CASE WOOD JOIST AT MECH9LATFORM AT GRIDLINES 1.5/BA.5 FOR INCOMING LOADS: PLAN: ` = (BWOOD JOIST L=1G'-U^ TR|B=1.33' � / LOADS: DEAD: PLY WOOD =2.3P8F |NSUL ~3.npGF M + E =4.OPSF K4|SC =1.SP8F BRIDGING ~15PSF p(SDU~322|b SEISMIC: (FROM SPREADSHEET) / , x ���-/ (N) HP-~— (N) SEISM IC CABLE BRACE, TYP Y~12.3PSF TH|B~ 133 MUq~P^alb/L~25O3Ib-FT~u(F)^L'/8 m(P)~78PLF~~xEQUIVALENT DISTRIBUTED LOAD m(TDTAL)~78PLF+16.4PLF~94PLF PER TJ\WOOD JOIST CATALOG: w(ALLOVV)~96PLF � , BRACE, TYP � 4- w(TOTAL) PERMIT COORD COPY lo PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M19-0092 DATE: 06/03/19 PROJECT NAME: THORNDYKE ELEMENTARY SCHOOL SITE ADDRESS: 4415 S 150 ST X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: AA° Ci (O--H Building Division Public Works et. Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: Planning Division Permit Coordinator 11111 DATE: 06/04/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 07/02/19 Approved with Conditions Denied (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire D Ping 0 PW D Staff Initials: 12/18/2013 MCKINSTRY CO LLC Home Espanol Contact Page 1 of 2 Search L&t A-Z 1nx Help t1y 11.&I Safety & Health Claims & Insurance Workplace Rights Trades & Licensing Washington State Department of Labor & industries MCKINSTRY CO LLC Owner or tradesperson Principals ALLEN, DEAN CHARLES, PARTNER/MEMBER Hagar, Joseph Donald, PARTNER/MEMBER PEDERSEN, JAMIE D, AGENT MOORE, DOUGLAS JAMES, PARTNER/MEMBER (End: 03/01/2018) ALLEN, DAVID EDWARD, PARTNER/MEMBER (End: 03/01/2018) TEPLICKY, JOSEPH WILLIAM, PARTNER/MEMBER (End: 03/01 /2018) Doing business as MCKINSTRY CO LLC WA UBI No. 602 569 922 PO BOX 24567 SEATTLE, WA 98134 206-762-3311 KING County Business type Limited Liability Company Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent Registered training agent. Check their eligible programs and occupations. License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. MCKINCL942DW Effective — expiration 03/16/2006— 03/16/2020 Bond WESTERN SURETY CO Bond account no 929511574 $12,000,00 Received by L&I Effective date 09/02/2010 09/09/2010 Expiration date Help us improve hiiTIC • i/CPPI IrP 1111 IX7n anxikuPrifx /Fleata 1 a erw 9T TR T=AIT, SAOCYY)Rri TC=X/101,1 [MCI 0/1•71-1‘172, A \II= /1K /1111 el ABBREVIATIONS PIPING IDENTIFICATION DUCTWORK ACCESSORI ES PROJECT SPECIFIC GENERAL AD ACCESS DOOR FLOOR AFF ABOVE FINISHEDARHANpUNGLNIT AFC ABOVE FNISHEDGRADE !bm MAU AC AIRCONDRIONING HMAC __ - - - __ __ __ RETURN PIPING - - -- SUPPLYPRNG } III - SUPPLY GRIU.E - BHP BRAD HORSEPOWER SOP BOTTO"°�"� BOT BOTTOM GL CENTER LINE CLG CEILING BOD BOD CC CRU CT CV BACXDRAF'T DAMPER BOTTOM OF DUCT COMPUTER IL CCOUNF.RR(XR UNIT COOLING TOWER CXNSTANTVOLUME PIPING FITTINGS 6 - TEE UP �I RETURN OR EXHAl1ST GPoLIE U �r G CFM CUBIC FEET PER MINUTE CO CARBON MONOXIDE 002 CARBON DIOXIDE CSR Cl1RRENT SENSING RELAY DB DIFF DR DUCT BOARD DIFFUSER DAMPER - TEE DOM - TEEDNWELBOW �- TEE UP IN ELBOW —p 90° P1BOW UP UBCA N1070R OPEPATED DAMPER n ps(N DISCHARGE ON DOMNJ DS DISCONNECT SWTCH; DOOR SWITCH (E) EXISTING EA EAT ECG EF EXHAUSTAR ENIEWNGAURTEMPERATURE EGGCRATEGRILLE EXHAUST FAN J 90`ELBOWDN CAP - --ii UNION - FL44GE AIRFLOW MNROR _ M EA EACH EC ELECTRICAL CONTRACTOR END OAP ELECTRICAL PANEL, END PLUG EPO EMERGENCY POWER OFF ESP EXTERNAL- STATIC PRESSURE F FD FMM FP FSO FMT FIRE DAMPERFLIX FREQl1REOLENENCY MOCIAATI(N FIRE PROTEcnCN; FAN POWERED COMBINATION FIRFJSMOKE DAMPER ® HOSE CONNECTION - CD DOUBLE BRIMS FLEX CONECTION C7 - SINGLE BELLOWS FLEOOOMECTION -___-_-- FLOWARROW (YOUNGREMOTELYREGULAATEDVCUMEUMAPER (vauNGREGIAATXRaE `/ED) IV (F) FUTURE FA FIRE ALARM FIRE DEPARTMENTCONI•ECTIOVCOORDINATE PON FOUNDATION FLEX FLEXIBLE FLR FLOOR FTU GRD HC WAC FANTERMINALUNIT GRILLE, REGISTER DIFFUSERFDC HEATINGCOL-----� HEATING VENTILATION AND AIR CONDITIONING _ _ EE 1% SLOPE SYMBOL BREAK OR CONTINUATION SYAEOL - _ DOYEN SPOUT NOZZLE 1I =L-] BACK DRAFTMIPER WTH CEILING APPURTENANCES. FLIX(XNNFL:TION PP FIRE PROTECTION FTG FOOTING GA GAGE LAT LD MLA LEAVING AIRTEMPERATURE UHEARDIFFUSER MXEDAIR CLEANOUT `/ VALVES FIRE DAMPER T1iRCGH WALL GALV GALVANIZED GC GENERALCOVTRACTOR MOD MAU MIA MOTOROPERATED DWPER MODULATING MAHEdPAIR UNIT MANE -UP AIR - MOTORIZED2-WAYVALVE MOl'ORIZED 3WAVVPLVE FD FO FIRE DAMPER THROUGH FLOOR HP HIOFSF.PCMER HIGH PRESSURE HTG HEATING HTR HEATER UAW INACGORDANCEWTH CA B RA OUTSIDE AIR OPPOSED BLADE DAMPER RETURN AIR PRESSURE REDUCING VALVE -. __-. - CONTROL VALVE --_ RELUEFVALVE j � + III i FIRESMOIa=DAMPER THROUGH WALL $ ID INSIDE DIAMETERIDIMENSION IDINDHESWATER COLUMN RAT RTU REVURNARTEMPERATURE ROOFTOP UNIT - ---- H(Si BALLVALVE - �—�— SWAY GATE VALVE xCl �7LF� Ud ICI FlRBSM%7KE DAMPER THROUGH FLOOR MC MECHANICAL CONTRACTOR MFR MANUFACTURER MH MMHOLE MTD MOUNTED WA NOT APPLICABLE NC NORMALLYCLOSED SA SAT SO SF SL SL.SM SM SUPPLYAIR Sl1PRYAR TEMPFRATIRE SMOKE DAMPER WOKE DETECTOR SUPPLY FAN SOUND UN ED SOUND LIED SHEET METAL SHEET METAL BunERFLY VALVE - � -- IPPHI2AGAALVE --- - CHECKVALVE _ --DKF NEEDLE VALVE B�3 GLOBE VALVE GLOBEVALVEMIULE ® ® ACCESS DOORS _ AD 12r12 ACOUSTICALLY UNED DUCT QC THICK --- -- SOUMXLIMNG) NO NOT IN CONTRACT NO NORMALLYOPER NU MIOER NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OVHD OVERHEAD s0 SP TG TOD VAV VD SCREENED OPENING STATIC PRESSURE TRANSFER GRILLE TOP OF DUCT VARIABLE AR VOLUME VOLUME DAMPER GLOBEVALVESWAY pd GATE VALVE _—__ PLUG VALVE — BALANCING VALVE —' HOSE BIBB J AUTO FLOW VALVE , R �CHANCE OF ELEVATION RISER) DROP(D) �• 'r TURNING VANES PERF PERFORATED POC PDINTOFOONNEQTION QTY QUANTITY PIPI BD STEAM BLOWDOWN PIPING ACCESSORIES N.- RETURN I EXHAU57/OUTSIDE AR _- SUPRY/TRPNSFERAR (f2) RELOCATED RCP REFLECTED DRUM PLAN VELD REQUIRED BP CA. CHAR CNs B4gffLOWPREVENTER COMPRESSEDAR CH [LED RETURN CHILLEDWATERSUPPLY --.— - --�---LULU PLUMP 4MV -.--- - MAIALARVENT AV - - -_- DUCTWORK SECT SECTION SM4 SIMILAR SPEC SPECIFICATION STD STANDARD CUPS CN[S CNDWR CDYJS CLEAN LOW PRESSURE STEAM CONDENSATE CONDENSER WATER RETURN (XADENSERWATER SUPPLY AUTIMATICARVENT 4FiAV _- - NIGH CAPACTIYARVENT - - -- SHOCKARESTOR RECTANGULAR DUCT SLPPLYARDUCT f7=1 TURNING UP OR TOWARD TBD TO BE DETERMINED TI TENANT IMPROVEMENTS TOD TRIP OF CONCRETE TOS TOP OF STEEL DRAIN DTR DTS EWT TAKOVTRFLOW&DRAINS DUAL TEMPERATURE RETURN DUAL TEMPERATURE SUPPLY ENTERING WATER TEMPERATURE rF31 '-� __- — FLOWSVATCH — -� -- VACUUM BFEAER RECTANGULAR DUCT = SU NAIRDUCT -Y� TURNING DOWN OR AWAY TSP TOTAL STATIC PRESSURE TYP TYPICAL UG UJpf:R(aTWND FCD FEED FOF FE CONDENSATE GRAN W BDILERFEEDWATER FUEL OIL FILL Q —_-_ n -_ EE GAUGE _— -_-- TFhPERATUAZE SENSOR RECTANGULAR DUCT RETURN AIR DUCT TURNINGUPORTOWARD LN UNLESS NOTED OTHERWISE VFD VARIABLE FREQUENCY DRIVE V50 VARIABLE SPEED DRIVE FOR FOS FOV FUEL OIL RETURN FUELOIL RnOiLVT3NTY _ — TEMPERATURE INDICATOR I RECTANGULAR DUCT i RETRN AR DUCT -J TURNING DOJAJ OR AWAY W WITH VA0 WITHOUT WC WATER COLUMN ING WATER GAVE G 2# G 5#G GE NATURAL GAS NATURAL GAS -LOW PRESSURE, 2 PSI NATURAL GAS-LOWPRESSlRE,5PSI GENERATOR EONUST - _ __--_. FLAWMETER ---Y YSTRAINER W BALL VALVE _.. — _ PIPE SLEEVE RECTANGULAR DUCT EXIH4LSTARDICT TURNING UP ORTOWW GfWR GFWS GWR GWS HPC GEO-FIELDWATERRETURN GEO- FIELD WATERSUIRY GRQ.NDWATERRETIRN G�ROUNDWATERSUPPLY HIGH PRESSURE CONDENSATE —_ ®� STEAM TRAP — - r FETES PLUG-J SUCTION DIFFUSER W STRAINER RECANGULARoucT 71 EXFAJSTARDUCT TIRNINGDOVNORAWAY ROUND DUCT SUPPLYARDUICT HPS HWR HNS UPC LPG UPS LWT HIGH PRESSURE STEAM HEATING WATER RETPIN HEATING WATER SUPPLY LOW PRESSURE CONDENSATE LL«EFIESSURE EI LOWPRESSUREEE SIFAM LEAVING WATER TEMPERATURE --- REDUCED PRESSURE BACITLOW PREVEN70R INSTRUMENTATION AND CONTROLS TURNNGUPORTOMWD ROUND DUCT ��Y TUPNYAIRDU T OR AWAY R(XIND DUCT MPC MEDIUM PRESSURE CONDENSATE �7J-' THERMOSTAT � TURNINNG UPOREMCT GUPOR7OWPAD MPSMEDIUM Pow PCVAR PRESSURE STEAM PROCESS COD WATER PROCESS CODIJNG WA TER RETURN OS SENSOR CARBON MONOXIDE SENSOR FOUND DUCT �` 1 i I RETURN AIR DUCT i TURNING DOAN OR PCWS PHW PHWR RL PROCESS COOUNG WATER SUPPLY PROCESSHOTWATER PROCESSHDTWATISRRETURN REHRIGERATIONUQUID ® CARBON DIOXIDE SENSOR C OCCUPAN(N SENSOR ROUND DUCT AWAY CT EXNING3U ORTO TIRN&NG DP OR TOWARD RS RV sow Sw REFRIGERATION SUCTION REFRIGERATION VENT SOFTENEDCOLDWTER STFAMRVEM EUEF SOD SMOKE DETECTOR GENERAL INFORMATION SYMBOLS RDNDDDDr�Y'I TURNING DDOMN OR AWAY TOP TCPCFPIPE /OVAL SUPLYARDU(.T NEWMECWWICAL VARK OVAII�� FUTRET SCOPE& NEWWORK OTHER TFVN MECHANICAL TURNING UP ORTOAAM .l y POINT OF C1JtA•ECT10N PONT OF DEM OUTION OVAL DLUC7 M SUPI.VARDIOT TUPMNG DOWN ORAWAY CL CBNTERUNE C (K LEY NOTE REFERENCE PIPING RISER CLLOUT(CW,N) LA X PIPING RISER# FLEXIBLE DUCT PLAN MRMEER X SHEET NUMBER WHERE PLAN SHOWN - DETAIL ORD MGRAM NUMBER X SHEET NUMBER W E:RE DETA UDIAGRAM1 SHOWN SECTION LETTER X SHE£TNMBERWHETESECTIONSHOWN REVISION NIMEER-DENOTES tJUMBER AND DATE WHEN REVISION OR ISSUE OCGRED REVISION LAUD- DENOIESAREAOF CHANCE DETALREFERENCEOURINE WITH NUMBER AND SHEET LOCATION GRILLE/REGISTER/DIFFUSER PROJECT SPECIFIC ® CBUNGSUPFLYARDIFFUSER OR NG RETURN GRILLE GRTRANSFERAIRGPoUE ® CEIUNG EXHWUSTGRILLE ® UNEARDIFFUSER(CEIUNG) UNENRDIFFUSER(WALL) C� LOUVER PLAN VIEW LOUVER (ELEVATION VIEW) EF — EQUIPMENT 2-1 DESIGdNATION --- QaNSEcmVE EOUIPUIPMBNT# FLOOR OF EQUIP. LOCATION GRILLE, REGISTER OR DIFFUSER TAG -_._.. TYPE CODE WIDTH HEIGHT WH CFM CFM 0 try ife Of Your Building MECHANICAL INDEX VICINITY MAP McVJNSTRY Co, LLC SHEET NO SHEET NAME MNXIO MECHANICAL LEGEND, ABBREVIATIONS &BOD _ X SEATTLE: M-060 SCHEDULES X M421 MECHANICAL RM&PLATFORM -HVAC X ..,-, W122 M=CHANICALATTIC FAST&_WEST -HVAC X Mao DETAILS X S-0111 STRUCTURAL X �4415 South i 50t11 Sll'aeY 5M 3RD AVENUE S PO BOX24567 SEATTLE, WA 98124 1-80D&669.6223 www.nxldn*v.=n PROJECT: THORNDYKE ELEMENTARY SCHOOL WSHP REPLACEMENT LEGAL DESCRIPTION PARCEL100042=280 An" HOME TRSM ADD S 112 OF LOT 6 TGW ALL LOTS T.8, 9, 10.11,12.13 AND 14 TGWE 10D FT OF LOT 150E BLOCK 3TGW S 4415 SOUTH 150TH ST. 160 FT OF LOTS 1 & 2 AND ALL OF LOTS 19 MD 20 BLOCK TGW VACATED46TH AVE SADJONNG LOTS I0&1/13LOCC 3 AND LOTS 1 AND 20 BLOOK4- PARCEL 1 OF CITY OFTUKMLA LOT CONDOUDATION NO L &CM) RECORDING NO 990823900<7 LESS ND PER D®gp7q308pi666 TUKWILA, WA 98168 CONSULTANTS. GENERAL NOTES 1. VERIFY LOCATIONS AND DIMENSIONS OF ALL EQUIPMENT AND CONNATE ALL NDRKPRIORTO START OFCONSTRUCTION. 2. OE TAN APPROVAL OF STRUCTURAL ENGINEER PRIOR TO INSTALLATION OF PENETRATIONS NOT PREVIOUSLY COORDINATED OR AGREED UPON, I.E. ANCHOR BOLT DEPTFIS, ETC. a CONCRETE EQUIPMENT CURBS, PIPING RAT SLABS, SUMP BMW AND HOUSEKEEPING PADS ARE SHOWN FOR APPROXIMATE LOCATION AND SIZE AND ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR WERE PRO4DED, REFER TO STRUCTURAL INFO FOR ADDITIONAL DETAILS. 4. WAD EQUIPMENT SEAL NOT BE SIZED LARGER THAN THE NEXT LARGEST SIZE BASED ON LOAD CALCULATION, WSEC C400.22 5. OCCUPIED SPACES ARE MECHMNICALLYVENTILATED. SYSTEMS ARE DESIGNED TO PROVIDE MINIMUM OUTSIDE AR PERMECHANCALCODE AND SHALL NOT EXCEED 150%C401ATED VALUE WSEC4326&403.2.11.4. 6. COMPLETIONANDCOMNISSIONING FOR MECHANICAL SYSTEMS: A MECHANICAL SYSTEMS, EQUIPM34TAND CONTROLSHALL BE CCA"SSIONED PERWSLC 4082 B. COMMISSIONING PLAN IS REQUIREDTOBE PREPARED BYCERTIFIEDCOMISSIONING PROFESSIONAL AND SUBMITTED TO THEAHJ PRIOR TO FIRST MECHANICAL INSPECTION, PER WSEC40&1.2. INCLUDE NARRATIVE OF ACTIVITIES, RESPONSIBILITIES OF Cx TEAM SCHEDULE OF ACTIVITIES AND CONFLICT OF INTEREST Rm a. PROVIDE SUMMARY OF REPORT OR COMPLIANCE CHEMIST (SEE C40B.1.4.2) AND PROVIDE TO OWNER PRIOR TO FINAL ME I-MICAL INSPECTION. C BALANCE SYSTEMS TO WITHIN TOLERANCES SPECIFIED. FIRST BALANCE TO MNIMIZE THROTTLING LOSSES THEN TO MEET DESIGN FLOW, WSEC 40822. D. PROVIDE RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO THE CM•ER PERWSEC C103.6. E PRUDE M AI N RANCE MANUALS FOR ALL MECHANICAL EQUIPMENT, ASK C103.6. F. PROVIDE OWNERS(PERATING PERSONNEL TRAINING FOR MECHANICAL EQUIPMENT, WSEC 0103.6. G PROVIDE WSEC COMPLIANCE FORIASAND CALCUATION$WSEC C103.6. H. MINIMUM VENTILATION QUANTITIES WILL COMPLY WITH OR EXCEED THE 2015 INTERNATIONAL MECHANMGALOODE I. ALL SYSIEASWLL BE INSULATED AS PRESCRIBED INVISECC40328.1. J. VERIFY THAT ALL NECESSARY INFCRAMT10N HAS BEEN PROVIDED PRIOR TO CONNECTION OF EQUIPMENT FURNISHED BY THE COWER OR OTHERS. K FOR ADDITIONAL SYSTEM AND EQUIPMENT SEISMIC REQUIREMENTS, REPER TO STRUCTURAL SEISMICTEDOWN INFORMATION AND BACK-UP CALCULATIONS ARE PROVIDED SEPARATELY. L REFER TO CIVIL DRAWINGS FOR LMUTYWORKSHT'BEYOND THE BUILDING U- M. ALL WORK SHALL BE NEW AND PROVIDED UNDER THIS CONTRACT UNLESS SPECIFICALLY MARKED AS EXISTING, EXIST, OR (E). { �S.V!SlGkb lic Scoot y. RECUSTM71ON: i SEPARATE PERMIT REQUIRED FOR: C�. Mechanical a ISSUES'— — EIBCVICaI NO DATE DESCRIPTION _ 1 0512W19 95%OWNER REVIEW ENQEaY Plumbing 3 OF/3(V19 MECHANICAL PERMIT l Gas Piping ENERGYCity of Tukwila BUILDING DIVISION NANICAL - REVIEWED FOR CODE COMPLIANCE - APPROVED JUN 2 5 2019 —� 5 City City of Tukwila °�'G'NE° AS16 BUILDING DIVISION °R " CHECKED; DIA JOB NO: 201149003 RECEIVED ISSUED ON: 05W19 s CITY OF TUKWILA SHEET TITLE: SUN 03 2019 MECHANICAL LEGEND, PERMIT CENTER ABBREVIATIONS & BOD V SHEET NUMBER — M 000 iTtry ifeBuilding THORNDYKE ELEMENTARY SCHOOL WSHP REPLACEMENT 4415 SOUTH 150TH ST. TUKWILA, WA 98168 CONSULTANTS: M I 1%11, 0011 "WW RECEIVED CITY OF TUKWILA ISSUES: NO 1 3 DATE 051ZW9 030/19 DESCRIPTION 95%OWNER REVIEW MECHANICAL PERMIT JUN 03 2019 PERMIT CENTER HVAC DUCT SPECIFICATION _. DUCT SYSTEM --- PRESSURE CLASS DUCT MATERIALS FITTINGS FLEX SEAL CLASS CLEANLINESS DURING INSULATION LINING MATERIALS SEISMIC SEISMIC NOTES CONNECTION/ FLEX CONSTRUCTION (INDOOR, OUTDOOR) CRITERIA IMPORTANCE DUCT FACTOR IP FWAC SUPPLY SAACNA.+100R+1"4ESSURE GALVANIZED DUCT: GAUGE AND REINFORCEhBQf SHALL ELBOwS: PUFiCI;eSED ADAI3TPJ3EELBOJVS 12FOgf M4)C LENGTH WITH N0 APPLICABLE WREN +PSMeCNA.SEAL FOULOW649CREVa ACN4 A"SMWITHINCONDITICIEDSPACE: R 3 ULINING WH@iE INDICATED CN SEISMIC SUPPORTPER A'PLICAJAE- NOTE31, 2, S, 4, 5 IP =1.0 LOAN PRESSURE NOTE: MCgN$TRY BUID$DLL LOW PRESSURE DUCTWORK DNA MK`.E WITH BE EMACNA OR BETTER IN ACCORDANCE WRH SMACNA+V OFFSOR EQUALETS; SOUND LINED S SEISMIOFFSETS; USE ThEAMAFLEK CLASS LEVEL OUTDOCRCOPDIf10P!®: R80R 2. TPLA INS CODE/ LOCAL JUWBDICTICN. 'i SEE , STPPDSTANDARDS6 1' SMACN4 GUIDELINES TO M4)OMIZE PRODUCTION EFT-IgENCY RECTANGULAR MAY BE S+DRNE 1? NO SEPI. l HNACIMTLTN SMACM4-1/2'OR-1"PRESSURE GALVANIZED DUCT: GAUGE AND fEEINFORCBrENT SHALL ELBOWS: CENITERUNE RADIUS OF 1.5 CIA OR3-ROOTMNL LBJCIHWfH NO SMACINASEAL FOLLOW B4gC"LEVEL A"9M4CN4 WITtIIN CONgT10f ED SPACE: NO 1"UWNG ONLY WMhliE SEISMIC SUPPORT PER PPPLM/SE IP-1.0 NOTES 1, 2, 3, 4,5 BE SMACNA OR BETTER MITERED 90S WITH VANES OR PURCHASED OFFSETS: USE TFEFOAAFLE( CLASS LEVEL INSULATION REQUIRED IND ATED ON PLANS CODE LCCALJUMBDICDCN SE LOW PRESS1iUE NOTE: M0014MM BULOS ALL LOW PRESSURE DUCTWORK IN AOOORDANCE WITH ADJUSTABLE ELBOWS IN ACCORDMICE WITH G(M. OR C-QUeL: MIB7WNICAL SEISMIC SHEET WHEN '.. 1'SMA0A GUIDELINES TO MAAMIZE PRODUCTION EFFICIENCY RL-C'TANGIAAR TO HAVE SSA CONNECTIONSIi . ROUSMACIW+1" NOT WITHIN CONDONED SPACE FP APPLICABLE MAY BE SPIRAL FICONDITIONEDAT EDJIP CD✓rECTKK4S WITH APPROVED VAPOR/W'EATIER CL RADIUS OF 1.0 DIA ON DUCTS LARGER COMPLY WITH SMACNA BARRIER THAN 24" DIA APPLJCA13LE PRESSURE CLASS TAPS: CONICAL OR BOOT -STYLE IN CONCRETE OR GROUND, R5.3 SPIWIN / ATTO BRANCHES CK VOLLAVE DAMPERS NA mop FA9mcATm PER SMACNAORGREuwcK OR WA WA PERAPPLMABLE PERAPPLICPBLE DUCT SYSTEM WA SHOPFABPoGITED PER WA APPROVED WA NOTES 1, 2.3 DUCT SYSTEM SM4Cr140F GREENECKOR APPRDL.fn DESIGNER AS DRAWit PS CFEC ER JOB NO: El 2011490D3 - ISSUED OIJ: 05/30f19 SHEET TITLE: d REVIEWS DULES CODE COMPLIANCE APPROVED JUN 2 5 9019 NOTES: f E 1. ALL DUCTWORK TO BE FABRICATED IN ACCORDANCE WITH McwN$TRY DUCT CONSTRUCTION STANDARDS / SUBMTTALS WHICH MEET OR EXCEED SMACNA. GUIDELINES 2 ALL DMENSIOtS SHCWN ON PLANS ARE INSIDE DEAR DIMENSIONS. •� U 3. THE MECHANICAL ENGINEER RESERVES THE RIGHT TO AU"HORITE DEVIATION$ TO THESE STANDARDS TOACCOAMODATE LNIOLIE sTTUAnONS AS APPLICABLE City Of Tu,In���yJy}'� 4USE DOUBLE WIDTH VANUNLESS OTHERVMSE NOTED ON THE DRAWINGS NUM 5. USE OFDUCiWOFJ(FORTE PORARYHEAnNG/COIDITIONINGDATINGCONSTRUCTIONNOTALLOWEDWTI HOUTSPECIALAPPROVALBYTHEENGINEER BUILDING D SION . ES -060 MECHANICAL ROOM - HVAC MECHANICAL PLATFORM PLAN NORTH - HVAC 21 SCALE: 114— V-11' _ GENERAL NOTES A ALLNEWWORKSHOWNBOLD KEYNOTES 0 1 REMOVE EXISTING WATER SOURCE HEAT PUMPS AND REPLACE WITH NEW UNITS. REFER TO HIGH EFFICIENCY HEAT PUMP SCHEDULE ON SHEET M-W FOR EQUIPMENT DATA MAINTAIN ELECTRICAL AND SERVICE ACCESS PER APPROVED MANUFACTURERS SUBMITTAL. 2 INSTALL (36-L X 60-H X 12-M SHEETMETAL PLENUM BACK OF RETURN SECTION OF HP-01. HP-OZ HP-W AND HP-06. CONNECT EXISTING DUCTWORK WITH FLEX CONNECTION TO PLENUM. 3 CONNECT EXISTING CONDENSER WATER SUPPLY AND RETURN TO NEW UNIT 4 INSTALL CONDENSATE TRAP AND RE -CONNECT CONDENSATE DRAIN. 5 PROVIDE NEW STRAINER FOR EACH HEAT PUMP. 6 INSTALL NEW THERMOSTAT AND RE -USE EXISTING LOW VOLTAGE WIRING, (BY CONTROL CONTRACTOR) 7 TIE IN NEW HEAT PUMP TO NEW DOC SYSTEM (BY CONTROL CONTRACTOR). 8 REFER TO STRUCTURAL DRAWING (S-ODl) FOR SEISMIC ATTACHMENT DETAIL 9 RELOCATE EXISTING SMOKE DETECTERS FROM SUPPLY SIDE TO RETURN SIDE OF THE ITHP-01 , HP UNIT . HP-D5 AND HP-06 (BY MECHANICAL -WIRING BY ELECTRICAL CONTRACTOR). 10 PROVIDE NEW SHEETMETAL TRANSITION FROM RETURN SECTION OF NEW UNIT TO EXISTING RETURN DUCTWORK. 1 ir►stry ife0f Your Building ding THORNDYKE ELEMENTARY SCHOOL WSHP REPLACEMENT 4415 SOUTH 150TH ST. TUKVVI LA, WA 98168 CONSULTANTS. c j KEY FILM REGSTRATION: ak ISSUES: NODATE DESCRIPTION DMGNEO,. AS DRAWN: PS CHECKED; om JOB NO: 201149-OD3 ISSUED ON: 05W19 nECEIVED CITY OF TUKWILA SHEET-11TLE. MECHANICAL RM & JUN 03 2019 PLATFORM - HVAC PERMIT CENTER SHEETNUMBER M-121 GENERAL NOTES A ALL NEW WORK SHUAN BOLD KEYNOTES 0 1 REMOVE EXISTING WATER SOURCE HEAT PUMPS AND REPLACE WITH NEW UNITS. REFER TO HIGH EFFICIENCY HEAT PUMP SCHEDULE ON SHEET M488 FOR EQUIPMENT DATA, MAINTAIN ELECTRICAL AND SERVICE ACCESS PER APPROVED MANUFACTURERS SUBMITTAL 2 PROVIDE NEW SHEETMETAL TRANSITION FROM RETURN SECTION OF NEW UNIT TO EXISTING RETURN DUCTWORK. 3 CONNECT EXISTING CONDENSER WATER SUPPLY AND RETURN TO NEW UNIT. 4 INSTALL CONDENSATE TRAP AND RE -CONNECT CONDENSATE DRAIN. 5 PROVIDE NEW STRAINER FOR EACH HEAT PUMP. 8 INSTALL NEW THERMOSTAT AND RE -USE EXISTING LOW VOLTAGE WIRING, (BY CONTROL CONTRACTOR) 7 TIE IN THE NEW HEAT PUMP TO NEW DDC SYSTEM. (BY CONTROL CONTRACTOR) 8 REFER TO STRUCTLRAL DRAWINGS -WI) FOR SEISMIC ATTACHMENT DETAIL =] PARTIAL MECHANICAL ATTIC PLAN EAST - HVAC fi M-122 I SCALE: VS"=1'-0, 2L PARTIAL MECHANICAL ATTTC PLAN WEST - HVAC 122 SCALE: „S"=,-0" 4 m try i e Of Your Building THORNDYKE ELEMENTARY SCHOOL WSHP REPLACEMENT 4415 SOUTH 150TH ST. TUKWILA, WA 98168 CONSULTANTS: 416M KEY PLAN REGISTRATION: ,, f L D0 0 ISSUES: NO I DATE DESCRIPTION _I I oswi9 95%gAMER REVIEW 3 M M19 MECHANICAL PERMIT DESIGNED: AS DRAVrTt PS - -- CHECKED DM JOB ND 2DII49.OM ISSUED ON 05CTM19 -_ SHEET TITLE: RECEIVED MECHANICAL ATTIC CITY OF TUKWILA EAST &WEST - JUN 03 2919 HVAC PERMIT CENTER ED FOR APLIANCE )VED 5 2919 ukwila DIVISION I SHEET NUMBER. 8 M-122 a try ife Of Your Building McKJNSTRY Co, LLC NEW colk� SEATTLE: 5M 3RD AVENUE S T PO BOX 24567 SEATTLE, WA 98124 1-80OZ69-6223 U?f&* www.mcidnstry.om PROJECT s C�-' rol�""Nf' THORNDYKE T SHUT-OFF VALVE INSTALLED ONLY WHEN ELEMENTARY CIRCUIT SETTER IS NOT USED (D © (1) AUTOMATIC �UOWCONTROL VALVE 'AUTOFLOW OR EQUAL. SCHOOL T NEW STRAINER cft WSHP T INSTRUMENT TAP IPETE'S PLUG) (1) SEE FLOOR PLAN FOR DUCT SIZE REPLACEMENT 0) MANUAL AIR VENT UNION BO FLEXIBLE CONNECTION 4415 SOUTH 150TH ST. TUKWILA, WA 98168 HEAT PUMP DETAIL CONSULTANTS: I M-5001 -: - 27 DEMO VERTICAL HEATPUMP (HP-01. HP-02, HP-05 AND HP-06 M-5001 SCALF—' NITS RECEIVED CITY OF TUKWILA JUN 03 2019 PERMIT CENTER DEMO HORIZONTAL HEATPUMP (HP-04, HP-28 AND HP40) I M_500 I —E: — REGISTRATION- L D 4(' NO DATE DESCRIPTION ED FOR IPLIANCE NED 5 2019 DESIGNED. AS DRAWN: Ps CHECKED Dm- JOB NO: 2D1149-003 ISSUED OR OUM19 SHEET TITLE: DETAILS ry R SHEET NUMBER M-500 GENERAL NOTES THE GENERAL NOTES SUPPLEMENT THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. IF A CONFLICT IS NOTED, CONTACT THE ENGINEER PRIOR TO CONSTRUCTION. REFERENCE TO CODES, RULES, REGULATIONS, STANDARDS, OR REQUIREMENTS OF REGULATORY AGENCIES IS TO THE LATEST PRINTED EDITION OF EACH IN EFFECT AT THE DATE OF SUBMISSION. CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND FOR CHECKING DIMENSIONS. NOTIFY THE OWNER OF ANY DISCREPANCY AND RESOLVE CONFLICTS PRIOR TO CONSTRUCTION. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER AS DETAILS INDICTED, USE SIMILAR DETAIL OF CONSTRUCTION, SUBJECT TO REVIEW BY THE ENGINEER OF RECORD. THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION. THE CONTRACTOR IS TO PROVIDE MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES INCLUDE, BUT MAY NOT LIMITED TO: BRACING, SHORING AND SEQUENCING TO MAINTAIN STABILITY DURING CONSTRUCTION. INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS REPRESENT THE PRESENT KNOWLEDGE BUT WITHOUT CERTAINTY OF ACCURACY. CONTRACTOR IS TO REPORT ANY DISCREPANCY TO THE OWNER AND ENGINEER OF RECORD. CONTRACTOR SHALL NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTION FROM THE ENGINEER. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EQUIPMENT, SUPPORTS, AND SEISMIC RESTRAINTS PRIOR TO FABRICATION. IDENTIFICATION OF EXISTING UTILITIES THAT INTERFERE WITH EQUIPMENT INSTALLATION IS ALSO THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER IF FIELD CONDITIONS RESTRICT THE INSTALLATION OF COMPONENTS OR RESTRAINTS SHOWN ON THE DRAWINGS. DESIGN CRITERIA CODES: ASCE 7-10, ACI 318-15, NDS 2012, IBC 2015 WITH WA AMENDMENTS LOADING: DEAD LOADS: SELF WT OF MECH UNITS - SEE MECHANICAL CONN SCHEDULE. SEISMIC LOADS: SDS = 0.985 DESIGN SHORT PERIOD ACCELERATION IE = 1.0 SEISMIC IMPORTANCE FACTOR EXISTING BUILDING INFO: STRUCTURAL DRAWINGS FOR THORNDYKE ELEMENTARY: RECORD DRAWINGS SET, DATE 2115/01. ANCHORAGE TO HARDENED CONCRETE: ANCHORAGE TO HARDENED CONCRETE IS TO INCLUDE MECHANICAL AND ADHESIVE ANCHORS OF SIZE, NUMBER. AND SPACING AS SHOWN ON THE DRAWINGS. HOLES ARE TO BE DRILLED AND CLEANED, AND ANCHORS ARE TO BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTRUCTIONS AND AN APPROVED ICC ES REPORT. INSPECTION AND TESTING IS TO BE CONDUCTED IN ACCORDANCE WITH THE GENERAL NOTES AND THE APPROVED ICC-ES REPORT. ANCHORS ARE TO BE INSTALLED AND INSPECTED IN STRICT ACCORDANCE WITH THE APPLICABLE ICC-EVALUATION SERVICE REPORT (ESR). SPECIAL INSPECTION IS TO BE PER THE TESTS AND INSPECTIONS SECTION. MECHANICAL ANCHORS: PROVIDE ANCHORS SPECIFIED ON THE DRAWINGS. AT LOCATIONS WHERE ANCHORAGE IS NOT SPECIFIED, PROVIDE HILTI KWIK BOLT TYPE ITTANCHORS, INSTALLED PER CRITERIA DEFINED IN ICC ESR-1917. PROVIDE STAINLESS STEEL ANCHORS WHEN EXPOSED TO WEATHER OR IN A CLEAN ENVIRONMENT. PROVIDE GALVANIZED CARBON STEEL ANCHORS AT OTHER LOCATIONS, TYP UNO. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS PRIOR TO FABRICATING PLATES, MEMBERS, AND OTHER ATTACHED STEEL ASSEMBLIES. OPEN CHANNEL STRUT ALL SECTIONS SHALL BE 12 GAGE STRUT WITH ELECTRO-GALVANIZED FINISH (EG) TYP UNO. PROVIDE % INCH DIAMETER A307 BOLTS FOR ALL CONNECTIONS TYP LINO. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING PROTECTIVE CAPS ON ENDS OF ALL EXPOSED UNISTRUT SUPPORTS. MISCELLANEOUS REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL, OR OTHER DRAWINGS FOR DIMENSIONS NOT SHOWN, INCLUDING INFORMATION SUCH AS: SIZE AND LOCATION OF CURBS, EQUIPMENT HOUSEKEEPING PADS, WALL AND FLOOR OPENINGS, BLOCK OUTS, FLOOR DEPRESSIONS. SUMPS, DRAINS, ANCHOR BOLTS, EMBEDDED ITEMS, ARCHITECTURAL TREATMENT, ETC. CONTRACTOR TO COORDINATE DIMENSIONS AND RESOLVE DISCREPANCIES OR CONFLICTS PRIOR TO CONSTRUCTION. SPECIAL INSPECTION THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION AND TESTING PER IBC SECTION 1705. 11 THIS WORK SHALL BE PERFORMED BY A SPECIAL INSPECTOR CERTIFIED BY THE APPROPRIATE JURISDICTION TO PERFORM THE TYPES OF INSPECTIONS AND TESTS SPECIFIED. THE FREQUENCY OF INSPECTIONS AND TESTING SHALL BE AS OUTLINED IN THE IBC TABLE. DEFICIENCIES ARE TO BE REPORTED DAILY TO THE CONTRACTOR. SUMMARY REPORTS SHALL BE DISTRIBUTED WEEKLY TO THE OWNER, ARCHITECT, CONTRACTOR, BUILDING OFFICIAL, AND STRUCTURAL ENGINEER. SEE THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SPECIAL INSPECTIONS AND TESTING. SEE IBC SECTION 1705 FOR ADDITIONAL INFORMATION: SPECIAL CASES: 1. DRILLED -IN CONCRETE ANCHORS SPECIAL PERIODIC INSPECTION SECTION sEcr ( SECTION NUMBER S-301 — = SHEET NUMBER DETAIL DETAIL NUMBER SHEET NUMBER —0 I GRID LINES ELEVATION 3 ELEVATION NUMBER NORTH ARROW SHEET NUMBER EL TOP OF FLOOR — — — — — — — FUTURE CONSTRUCTION; ARCHITECTURAL PROFILE EXISTING ELEMENTS ELEVATION EARTH MISCELLANEOUS SYMBOLS FUTURE ELEMENTS 11S-201-A MATCHLINE MECHANICAL ROOM FLOOR PLAN (D_ SCALE: 118"= V-13" NOTES: 1. *(N)" DENOTES NEW; (E) DENOTES "EXISTING". 2."X" DENOTES ANCHOR LOCATION; SEE MECH CONN SCHEDULE FOR MORE INFO. 3. PARTIAL PLAN INFO FROM ROBERT FOSSATTI ASSOCIATES STRUCTURAL DRAWINGS SHEET S2.1, DATED 2/15/01. MECHANICAL EQUIPMENT CONNECTION SCHEDULE (N) (4) #10 TEK SCREWS (N) 318- XT HILTI HUS EZ NOTE I @ (E) SLEEPER (N) MASON HG BUSHING (N) L3X3.3/16"W-5" (N) 4"x2"MASON SUPER W PAD (E) GONG SLAB SLEEPER CONN DETAIL SCALE: NOT TO SCALE NOTES: 1. AT SIM LOCATIONS, PROVIDE SIMPSON SDS 1/4".4-1/2" LAG BOLT FASTENED TO (E) WOOD SLEEPER IN LIU OF CONC ANCHOR. MECHANICAL PLATFORM NORTH PARTIAL PLAN SCALE: 1/8"= 1'-0" NOTES: 1. "(N)' DENOTES NEW; (E) DENOTES "EXISTING". 2. "X" DENOTES ANCHOR LOCATION; SEE MECH CONN SCHEDULE FOR MORE INFO. 3. AT CONTRACTORS OPTION; OPTIONS I OR 2 ARE ACCEPTABLE FOR HP SUPPORT CONNECTIONS. 4. PARTIAL PLAN INFO FROM ROBERT FOSSATTI ASSOCIATES STRUCTURAL DRAWINGS SHEET S2.5, DATED 2115101. 5. AT SUSPENDED HP'S, RE -PURPOSE (E) DRIP PAN. 3 TYPICAL MECHANICAL PLATFORM PLAN DETAIL SCALE: 1/0" = V-0" NOTES: 1. SEE MECH DRAWINGS FOR MECH UNIT LOCATIONS. 2. SEE SCHEDULE FOR MORE INFO. 3. AT CONTRACTORS OPTION; OPTIONS 1 OR 2 ARE ACCEPTABLE FOR HP SUPPORT CONNECTIONS. 4. PARTIAL PLAN INFO FROM ROBERT FOSSATTI ASSOCIATES STRUCTURAL DRAWINGS SHEET S2.5, DATED 2/15/01. 5. AT SUSPENDED HP'S, RE -PURPOSE (E) DRIP PAN. DETA (E) STRUT HANGER (N) CABLE BRACE 45't1T NOTE 3 MECH EQUIPMENT Z (E) THREADED ROD HANG GRAVITY RANGER ,IT EA SIDE OF (N) SWAY ATTACHMENT (N) NUT & WASH EA SIDE OF FROM CABLE PROVIDER HANGER OR TRAPEZE ELEVATION I ip = 1.0 MCKINSTRY BRACE CABLE/GRIPPLE SIZE I GRAVITY RIGID MAX. EQUIP. UNSTIFFENED TYPE HANGER WEIGHT(Ib) ROD LENGTH MEB-� 1/2" soo MAXmd 0 -7 (E) STRUT HANGER LLI (N) SEISMIC CABLE (N) SWAY ATTACHMENT BRACE PER SCHED _� W/ NUT & WASH FDET-11 SEISMIC CONN DETAIL SCALE: NOT TO SCALE (E) STRUT HANGER - (E) ALL -THREAD GRAVITY HANGER FDET-2 GRAVITY CONN DETAIL " SCALE: NOT TO SCALE Qtry oe Of Your Building McKINSTRY Co, LLC SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 www.mckinstry.00m THORNDYKE ELEMENTARY SCHOOL WSHP REPLACEMENT 4415 SOUTH 150TH ST. TUKWILA, WA 98168 CONSULTANTS TYPICAL SUSPENDED UNIT SEISMIC DETAILS (OPTION 1) SCALE: NOT TO SCALE REGISTRATION: (E) STRUT HANGER ooq L'I (N) SEISMIC CABLE EXPIRES: 9-23-20 BRACE PER SCHED \\-(E) STRUT HANGER (N) SWAY ATTACHMENT ISSUES: NO DATE DESCRIPTION (N)CABLE BRACE 46'±15* FDET-11 SEISMIC CONN DETAIL 5129119 PERMIT NOTE 3 MECH EQUIPMENT SCALE: NOT TO SCALE (E) THREADED ROD GRAVITY HANGER D FOR (N) SWAY ATTACHMENT ,�(N) NUT & WASH EA SIDE OF (E) STRUT HANGER FROM CABLE PROVIDER HANGER OR TRAPEZE PLIANCE ELEVATION VIED IP=1.0 2019 MIMNSTItIIIIIA11 CARUE/GRIPPLE SIZE G111 V164SO MAX EQUIP. MAX UNSTIFFENED ISEISMIC ROD CLAMP� TYPE HANGER WEIGHT(LB) ROD LENGTH SPACING MEB_ 1/2" 300 kwaa E 415- .1". ( IT. ZERE.E. ATTACHMENT GRAVITY HANG (N) ROD COUPLING IVISION 'PL AS RECrD NOTES: 1 DETAIL IS APPLICABLE FOR IN -LINE EQUIPMENT WITH WT >75# PER ASCE 7-10 SECT 13.6.7 INI MASON RWHD-A,7RED (E) GRAVITY HANGER DESIGNED: JHK i MAXIMUM WEIGHTS IN SCHEDULE ARE APPLICABLE AT ANY LEVEL FOR LISTED IF VALUE NEOPRENE HANGER, MAXI DRAWN: JHK AND VIB-ISOLATED OR RIGID CONN. LOAD - 125 Ib 3. PROVIDE CABLE AT EACH CORNER OF UNIT WITH HORIZONTAL ANGLE SET TO 45'±1 5' CHECKED: JING 4. IF EQUIPMENT LACKS HANGER BRACKETS, INSTALL P1 000 STRUT TOP AND BOT AND - ATTACH WITH #10 TEK @ 1 Z'OC. JOB NO: 201149-003 5. IF AIRCRAFT CABLE IS USED IN LIEU OF GRIPPLE, PROVIDE THIMBLE AT AT DOUBLE (N) STRUT CHANNEL W1 SWAGE OR DOUBLE CABLE CLAMP (TYP). ROD STIFFENER CLIPS SHEETTITUE- 6. COMPONENTS OF EQUIVALENT OR GREATER CAPACITY CAN BE SUBSTITUTED; SUBMIT TO L5 24"OC, NOTE 8 ENGINEER PRIOR TO INSTALLATION FOR REVIEW AND APPROVAL. rDET-2 GRAVITY CONN DETAIL GENERAL NOTES, SCALE: NOT TO SCALE RECEIVED PARTIAL PLAN, AND TYPICAL SUSPENDED UNIT SEISMIC DETAILS (OPTION 2) CITY OF TUKWILA CONNECTION DETAILS SCALE: NOT TO SCALE JUN 03 2019 PERMIT CENTER SHEET NUMBER S-00 1