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HomeMy WebLinkAboutPermit M18-0150 - INTERNATIONAL GATEWAY EAST - A/C UNIT REPLACEMENTIGE 12401 EAST MARGINAL WAY S BLDG A M18-0150 Parcel No: Address: / City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov MECHANICAL PERMIT 7345600385 Permit Number: M18-0150 12401 E MARGINAL WAY S BLDG A Issue Date: 12/4/2018 Permit Expires On: 6/2/2019 Project Name: IGE Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: INTERNATIONAL GATEWAY EAST 12201 TUKWILA INTRNTNL BL 4TH , SEATTLE, WA, 98168 KIM LANGE 1221 2ND AVENUE N , KENT, WA, 98032 HERMANSON COMPANY LLP (GENERAL) 1221 2ND AVE N , KENT, WA, 98032- 2945 H E RM ACL005 BJ Phone: (253) 359-7147 Phone: (206) 575-9700 Expiration Date: 8/25/2020 DESCRIPTION OF WORK: REPLACE EXISTING 5 TON AC UNIT THAT SERVES THE SERVER ROOM WITH A LIKE SIZE UNIT. Valuation of Work: $24,000.00 Type of Work: REPLACEMENT Fuel type: ELECT Fees Collected: $532.83 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: 125 Sewer District: VALLEY VIEW 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 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Date: I2-4-18 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development per i d agree to the conditions attached to this permit. Signature(. Print Name: Date: I "1 (I 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 or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 2: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 3: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 4: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 5: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 6: 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 ae 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. 7: ***MECHANICAL PERMIT CONDITIONS*** 8: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0609 PIPE/DUCT INSULATION 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL Balance Due: $ Revision No. Need current Contractor Registration from Contractor ❑ Yes [0,,No Enter or Update Contractor Information in TRAKiT ❑ Yes Attach Contractor Information to Permit Need Current City of Tukwila Business License ❑ Yes L NNo ❑ No No Notified Contact Person Date StafiInitials 1)VA ) a- 3-1 Wit 7 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M18-0150 DATE: 11/14/18 PROJECT NAME: IGE SITE ADDRESS: 12401 E MARGINAL WAY S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter #_ Revision # after Permit Issued DEPARTMENTS: Building Division Public Works ❑ Fire Prevention Structural Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 11/15/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 12/13/18 BGG Notation: REVIEWER'S INITIALS: DATE: (7/. Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 l PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M18-0150 PROJECT NAME: IGE SITE ADDRESS: 12401 E MARGINAL WAY S X Original Plan Submittal Response to Correction Letter # Revision # DATE: 11/14/18 Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division n Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review rp'quired) REVIEWER'S INITIALS: Ai's') ( DATE: 11/15/18 Structural Review Required DATE: / APPROVALS OR CORRECTIONS: Approved Corrections Required n n (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 12/13/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 CITY OF TUKW_ ,1 Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. M ig°' 0 (50 Project No. Date Application Accepted: I l I %'t—( 6 Date Application Expires: 5---1H -19 (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION King Co Assessor's Tax No.: 7345600385 Site Address: 12401 E Marginal Way S Suite Number: Floor: Tenant Name: IGE PROPERTY OWNER Name: Sabey Address: 12201 Tukwila International BLVD Cit': Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Kim Lange Address: 1221 2nd Avenue N City: Kent State: WA Zip: 98032 Phone: (253) 359-7147 Fax: Email: Klange@hermanson.com New Tenant: ❑ Yes 121 „No MECHANICAL CONTRACTOR INFORMATION Company Name: Hermanson Company Address: 1221 2nd Avenue N City: Kent State: WA Zip: 98032 Phone: (253) 359-7147 Fax:. Contr Reg No.: HERMACLOO5BJ Exp Date: 08/25/2020 Tukwila Business License No.: BUS -0994464 Valuation of project (contractor's bid price): $ 24,000 Describe the scope of work in detail: Replace existing 5 ton AC unit that serves the server room with a like size unit. Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement Fuel Type: Electric ® Gas ❑ Other: H: Applications Forms -Applications On Line 2011 Applications Mechanical Permit Application Revised 8-9-11.docx Revised: August 2011 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 1 Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm Unit Type Qty Air handling unit >10,000 cfm 1 Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment Boiler/Compressor Qty 0-3 hp/100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O /NER OR AUTH RIZED AGENT: Signature: �< ,l.4,t— Date: 11/14/2018 c� Print Name: Kale-�Felsen-M LCA CA n ("1J e Day Telephone: 3)Zol357-714737 - Zo z3 1221 2nd Avenue N Kent WA 98032 Mailing Address: H: Applications Forms -Applications On Line 201 I Applications Mechanical Permit Application Revised 8-9-1 Ldocx Revised: August 2011 bh City State Zip Page 2 of 2 ►egiste (ecer ,ity sof:Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $532.83 M18-0150 Address: 12401 E MARGINAL WAY 5 BLDG A Apn: 7345600385 $532.83 Credit Card Fee $15.52 Credit Card Fee R000.369.908.00.00 0.00 $15.52 MECHANICAL $497.41 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $364.78 PLAN CHECK FEE R000.322.102.00.00 0.00 $99.48 TECHNOLOGY FEE $19.90 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15842 R000.322.900.04.00 0.00 $19.90 $532.83 Date Paid: Wednesday, November 14, 2018 Paid By: KIMBERLY LANGE Pay Method: CREDIT CARD 993203 Printed:_ Wednesday, November 14, 2018 2:17 PM 1 of 1 SYSTEMS Page 1 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 11/14/2018 02:16:57 PM CREDIT CARD SALE VISA CARD NUMBER: **********1965 K TRAN AMOUNT: $532.83 APPROVAL CD: 993203 RECORD #: 000 CLERK ID: Bill X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy https://classic.convergepay. com/VirtualMerchant/transaction.do?dispatchMethod=printTr... 11/14/2018 Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 11/14/2018 02:16:57 PM CREDIT CARD SALE VISA CARD NUMBER: **********1965 K TRAN AMOUNT: $532.83 APPROVAL CD: 993203 RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy https://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTr... 11/14/2018 INSPECTION RECORD Retain a copy with permit Also INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3 Project: ..v6,_Type of inspe`c't-ion: illA` Address: Date Called: Special Instructions:t Date anted: am , , w i C) p.m. Requester: Phone No: 7 37s 9700 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: Date: 3/05._/;?, 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 INSPON 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 MIg-a/so Project: 6E Thl of Inspection: t°cin ►GaL,NA Address: /21/0/ E fes!, ;Hf -L- et/ Special Instructions: Date W ed: 2 /5 20/ 7 p.m. Requester Phone No: 266 — 575- ' '"70D Approved per applicable codes. COMMENTS: Corrections required prior to approval. N -5A,10174,_ riAktt --- nn l ► 4_, w_ (4411-- RTht-Rr'i cpt4 4,7 ELC/ ;4-d Inspector: Date: REINS CTION 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 /w,e oisv 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: / Type of Inspection: ,,,�— ii%b� tel//GQ(i �/ �Ii4e.-- Address: /240/ I- nr i.✓"9t1✓R1/S- Date Called: Special Instructions: 9_0l'J ;gel Date Wanted: / -3'49 , i p.m. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: fIFL Li ._ • - 10 Inspector: Date: 1--3-19 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. f STRUCTURAL CALCULATIONS SABEY IGE 12401 E Marginal Way S Tukwila, WA 98168 CODE: IBC 2015 & ASCE/SEI 7-10 PROJECT NO.: 18-965 DATE: November 9, 2018 REVIEWED FOR CODE COMPLIANCE APPROVED 44 NOV 272018 City of Tukwila BUILDING DIVISION D S. Engineering Consulting Structural Engineers 3121 147th Place SE Mill Creek, WA 98012 T: 425-338-4776 M19- OtTo RECEIVED COTV OF TUKWILA NOV 14 2018 PaR110 d ©E 'EN 11/09/2018 11/09/20 1 H. ROOF FRAMING PLAN 3/32" 1.-0" 350.-040-0 " 31.-0" 5 EQ SPCS 6 EQ SPCS 5 EQ SPCS EXCEPT AS NOTED PER PLAN BAY 17-4.1 R . <36'-0'> IND- 29' -it• M-2.1 Itt- L-4- :o OPP EL 30'--0 4-5 11"--4" c. CI - o .0 We VFY ferQ__ to EL 33"-C MIL Mal I 5 EL Sr -9" B-74 Jeer U .1 \ ,), SRI 314x T .1 fi re xe,f....„ el/18X35 DOI; PP _ 1,4 WZ7 P-4'1 • •Ki•:•:•;•;•;•;•:•X•I: *:•:•:•:•:•*.1:•••••' 1:1X1:•:••••••••••:...:*:.: W24142 TYP. U.N.O. W18x49 1.1.1- ot :ph K 250/155 aik 11,111145 m2.P £AXI":•:•:4:*: • :.:•:•X,:•:•:•:41 :::::::. ,•:' ti :::.....6.4 ••••••04! .*X.:•: •:•X•• ..•••• ... 85k MAXI INCW.ELNETS EN) ''" '2 V :•:••:a to 0 ei i -4.1 .......... K.:,...... .:.4...=,,....,,%. :•::•111:•:•:•: CONC. . CURB & .-.•.• ".... . _ ___ .0 't 5 4.:•:,-;:-....): :::::::::1:::::::::: I • •.-.• ..4......,..... %v.: "......... •••••••••%:•:•:•:.: ••-• ------ - - -,„.,4r. M . - 4.1 3- allkl: ow SI; " ? ' 4 A ...I . 9 -4.2 Abs. • ge In 31-0• El 121[1-134 4.1 4•:-.t,',. •:....:,:e.:4•:•.:. ' :. W14x22 0 01 W21x44 .., ot -4 _ wi oo 3 ? TT _ ' '-''' 1 . ft , • 22K a. 30 — 36VG r7N 73 4.1 M •• :i 36V0 7N 7. 51t U.N.O. 3E F-3.1 16 F-3.1 "7 c U 4.1 K,--4.1 ...ort... AM 31/. F-3.1 L3x33ttli BRACE PER Q-4.1 (14 PLCS L3o3x1 ....!",' - " 2" EL 30'-6' 11115 GRID) 0-4. . CS Z 5 30 EL4 - <•••. 0-4.1 11P 5 .. EL. 29.-11" EL 30"-0" \ \ a. 211 OVICONAL BRACE <36' -fro• PER SECT. F-4.1 (6 PLCS) H-4.1 <36'-0"> ROOF FRAMING PLAN 3/32" 1.-0" r zor REPLACEMENT UNIT (SEE PLAN) ALT. REPLACEMENT UNIT (SEE PLAN) LONGER BAY (ONLY): *8 TEK SCREWS g (±) 6' FROM EACH CORNER 4 (2) SCREWS IN BETWEEN WITH EQUAL SPACING (TOTAL (8) SCREWS MIN.) NO ADDITIONAL ATTACHMENTS NEEDED BETWEEN (E) CURB 4 (E) ROOF 241 1 I I LONGER BAY (ONLY): *10 TEK SCREWS la (±) 6" FROM EACH CORNER 4 (2) SCREWS IN BETWEEN WITH EQUAL SPACING (TOTAL (8) SCREWS MIN.) w TU=�1" SCALE: 111= 1'-0" (SEE PLAN) 11/09/2018 Design Analysis A g -g ROOF FRAMING PLAN 3/32- - 1'-0- 1 350'-0' Y 31'-0- 40'-0' 31'-0' 5 EG SACS 6 ECI SPCS ODD 5 EO SPCS i EXCEPT AS NOTED PER PLAN BAY 1 � y . 1 <38'-0'> • 4'-5' M tK 250/155 EL 30'-0 a 11'-4' 11'-4' VFY mi VFY MI vry mks vrr 5 a 30' r: fY 13�',-S u .1 SI M T 4.1 y quo tax oaa F 4.1 SIM UlEt k7i- ie U�;-._44.�1 9N1 W1 L� it �� := ; 1 g F 3 8 8 Q 8 3 0 A g 5 S P4 0 bt W gg A t2 IR 2ak- / -2.17i9/fir um* 350 0* 25"41i;l,ii„M;;;I;; ;;!!l;;I!!!!!l711!!!!lill,m"*ft (e�i) /6' uurt- 4e%; C 3 30.00 ft RI = 4041.665* Mmax = 29006.72*ft at 14.78 ft from left Dmax = -0.3146 in at 14.90 ft from left ..21e6r )( 6/ I. % C � 2*- 4?,/�titi Gm 6/ o. c . t girowtAAKT . o.k. WCiHoU” 411 *11•Ire**Ylk Rr = 3808.331 rik Converting Addresses to/from Latitude/Longitude/Altitude in One Step Stephen P. Morse, San Francisco Batch Mode (Forward) Batch Mode (Reverse) Batch Mode (Altitude) Deg/Min/Sec to Decimal Computing Distances Frequently Asked Questions My Other Webpages ❑ Access geocoder.us / geocoder.ca (takes a relatively long time) from google latitude longitude address 12401 E Marginal Way S latitude city Tukwila J longitude state WA above values must be in decimal with minus signs for south and west zip 98168 country United States Determine Address reset Determine Lat/Lon Get Altitudes reset ❑ Access geocoder.us / geocoder.ca (takes a relatively long time) from google latitude longitude altitude decimal 47.49156319999999 -122.28707859999997 deg -min -sec 47° 29' 29.6275" -122° 17' 13.483" from yahoo latitude longitude altitude decimal 47.49194 -122.28535 deg -min -sec 47° 29' 30.984" -122° 17' 7.26" 12401 E Marginal Way S, Tukwila, Washington 98168 from open street map decimal deg -min -sec latitude 47.5094099 47° 30' 33.8756" longitude -122.2920168 -122° 17' 31.2605" altitude East Marginal Way South, Tukwila, King County, Washington, 98168, United States of America, from census decimal deg -min -sec latitude 47.492176 47° 29' 31.8336" longitude -122.28543 -122° 17' 7.548" altitude 12401 E MARGINAL WAY S, TUKWILA, WA, 98168 EMS Design Maps Summary Report User -Specified Input Buildiing Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.49194°N, 122.28535°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output Ss = Si = 1.507 g 0.565 g SMS = 1.507 g SM1 = 0.848 g S05 = 1.005 g S01 = 0.565 g For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1b0 113 1:YB 1.12 9 esti r 0m4 13163 0401 032 0.111 0!� 0+iJ0 0.221 0.03 0.60 q.e►1 11113 1.20 1.40 1.140 IESl Feri d, T (oC) DICER Response Spectrum Design Response Speehum 0044 033 0322 0.11 0 UW 0.11 040 0111 OM 1.30 L20 140 1101 181 210 Period„ T Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. Prepared 8 HERMANSON _,. Unit Tag: TSC060G4ROA10 Quantity: 1 CORNER WEIGHT INSTALLED ACCESSORIES 1. All mate. 2. Weights, bropifwns that. we not list refer to t dolatiau !lade. 3. The actual veightare fitted on the and nameplate. 4. Rater to unit nameplate and installation guide br weights baba scheduling frem4ortatien and irmiei0Hon ofunit. 5. The wekyll shown represents she typical unit operating weight bribe cmiguraBort selected. Estireated at 4--10 % aftba nameplate weight. 6. Verily weight, connection, and at dimension ebb i eJtaBer documetds betneinaiat08on. 7. Corner weights are given kw inhumation rutty. S Neh'Shipptng xeight of optionat accessories ataadd be added to ant WOO Wien ordering tacsnry or feel Instated accessories RIGGING AND CENTER OF GRAVITY 2018-03-15 16:47:582 P999 5 018 ACCESSORY WEIGHTS ECONOMIZER M OTORZLD OUTSIDE AIR DAMPER NAHUALOUTSIOE AlR DAMPER BARONETRIC RELIEF OVERSIZED MOTOR BELT DRIVE MOTOR POWER EXHAUST FHEATER REHEAT THROUGHT THE BASE ELECTRICAL(FiOPS) UNIT MOUNTED CIRCUIT BREAKER (HOPS) UNIT MOUNTED DISCONNECT (MPS) POWERED COWE HIENCE OUTLET (HOPS) HINGED DOORS (HOPS) HAIL GUARD SMOKE DETECTOR, SUPPLY/ RETURN NOVAR CONTROL BASIC UNIT WEIGHTS CORNER WEIGHTS CENTER OF GRAVtTT( SHIPPING . AO 216.o lb O 90.0 er 4E) lENGHT (F) WITH 603.0149',0lb 0 14,0,0 lb 00 90.0 It 2T t2' 1. All mate. 2. Weights, bropifwns that. we not list refer to t dolatiau !lade. 3. The actual veightare fitted on the and nameplate. 4. Rater to unit nameplate and installation guide br weights baba scheduling frem4ortatien and irmiei0Hon ofunit. 5. The wekyll shown represents she typical unit operating weight bribe cmiguraBort selected. Estireated at 4--10 % aftba nameplate weight. 6. Verily weight, connection, and at dimension ebb i eJtaBer documetds betneinaiat08on. 7. Corner weights are given kw inhumation rutty. S Neh'Shipptng xeight of optionat accessories ataadd be added to ant WOO Wien ordering tacsnry or feel Instated accessories RIGGING AND CENTER OF GRAVITY 2018-03-15 16:47:582 P999 5 018 Prepared By: HERMANSON V 4 Unit Tag: TSC060G4RGA 1 i) Quantity: 1 EVAPORATOR SECTION ACCESS PANEL r TOP PANEL DNDE NSERFAN CONDENSATE DRAM (ALT) 314"-14 NPT DIA HOLE THROUGH THE BASE CONDENSATE 4 114' r 23 112"-1 4 3116" RETURN i 24" 4" —15112'— PLAN VIEW UNIT 9 114- 14" DIMENSION DRAWJNG 3 518' CONDENSATE 2018-03-15 16:4758Z 4" • 6" ONDENSER COL Nil• CONTROL WIRE 718" DIA. HOLE ERVICE GAUGE PORTACCESS 3/8" DIA. HOLE NIT POWER WIRE 1 118"DIA HOLE ONTROL AND COMPRESSOR ACCESS PANEL 2` ELECTRICAL CONNECTION (SINGLE POINT POWER WHEN HEAT INSTALLED) PACKAGED COOLING NOTES: 1. THRU -THE -BASE ELECTRICAL IS NOT STANDARD ON ALL UNITS_ 2_ VERIFY WEIGHT, CONNECTION, AND ALL DIMENSION WITH INSTALLER DOCUMENTS BEFORE INSTALLRTlON 71r 26114" SUPPLY 143!4" p. RETURN 23 1 5" 3�t t111e3 MIMI im JL_.I _. I 4114" -a 5 WM"—�R 17114" A wr 13174" • —4 3 3 Air :. 718" CONDENSATE 2018-03-15 16:4758Z 4" • 6" ONDENSER COL Nil• CONTROL WIRE 718" DIA. HOLE ERVICE GAUGE PORTACCESS 3/8" DIA. HOLE NIT POWER WIRE 1 118"DIA HOLE ONTROL AND COMPRESSOR ACCESS PANEL 2` ELECTRICAL CONNECTION (SINGLE POINT POWER WHEN HEAT INSTALLED) PACKAGED COOLING NOTES: 1. THRU -THE -BASE ELECTRICAL IS NOT STANDARD ON ALL UNITS_ 2_ VERIFY WEIGHT, CONNECTION, AND ALL DIMENSION WITH INSTALLER DOCUMENTS BEFORE INSTALLRTlON DIMENSION DRAWING HORIZONTAL AIR FLOW Page 2 o18 7 71r 26114" . , p. 5" b I 4114" -a 5 WM"—�R p- 75/8" 1;47Th DIMENSION DRAWING HORIZONTAL AIR FLOW Page 2 o18 7 Lateral Analysis: TRANE TSC060G4ROA (5 Ton) : Model: Operating WT.= 498 # (Between New Unit at (E) Curb) Seismic Design: Fp = {(0.4 ap SDs )x(1 + 2z/h)xWp}/(Rp/Ip) = Fp MAX=1.6SDsIpWp = Fp MIN = 0.3 SDS Ip Wp = 0.50 Wp 1.61 Wp (Equation 13.3-2) 0.30 Wp (Equation 13.3-3) Fp = 0.50 Wp 250 lbs. From: ap = 2.5 Rp= 6.0 (Critical ap and Rp per ASCE 7-10 Table 13.5-1 or 13.6-1) 1.0 per ASCE 7-10 Section 13.1.3 31.0 ft. Comp. Attachment Height (z): p= Mean Roof Height (h): Ground Motion: SMS = Fa*Ss = 1.507 SOS = (2/3)*SMS = 1.005 Mech Unit: W = 44.250 D = 69.875 H = 40.875 C.G. = 21.000 Weight = 500.00 0.7 Fp = .175 lbs. Check Overturning (ASD) : T1 =C1 = 0.7Fp* (C.G.) / 64" = T2 = C2 = 0.7Fp* (C.G.) / 38" = (Eq. 16-16) Res = (0.6-0.2SDSx0.7)x(Wp12) SMI = F„*S1 = 0.848 SM1 = (2/3)*SM1 = 0.565 in. in. (D>W) in. in. Center of Gravity lbs.( Unit Weight + Misc) 57 97 115 Wp = 500.0 lbs. 31.0 ft. lbs.---> No Uplift lbs: --> No Uplift lbs. (IBC 2015 Section 1605.3.1 Basic Combinations Equations) Wind Design : Exposure 'B', 110 mph, 37.5 ft (Max. Height) Pnet = 0.00256(K0 (Kt) (Coat) V2= 23.23 psf > 16 psf. : Eq. 16-35 KZ = 0.75 : Velocity Presure Exposure Coefficient per ASCE 7-10 Table 27.3-1 Kn = 1.00 : Topographic Factor per ASCE 7-10 Section 26.8.2 Cnet = 1.00 : Wind Directionality Factor, in accordance with Table 1609.6.2 (per h/D ratio) V = 110.00 : Basic Wind Speed from Section 1609.3 (Risk Category II) Fig.1609A Check Overturning (ASD) : (ASD) : Fh1 = 0.6X(Pnet) (Af) = T1 = C1 = 0.6x[Wind Load*W*H*[(H)/2] / 64" = (Eq. 16-15) Res = 0.6x(Unit Weight /2) = (ASD) : Fh2 = 0.6X(Pnet) (At) = T2 = C2 = 0.6x[Wind Load*D*H*[(H)/2] / 38" = (Eq. 16-15) Res = 0.6x(Unit Weight /2) = (IBC 2015 Section 1605.3.1 Basic Combinations Equations) 4121 6145t't) 14t07 1"617( 175 lbs. 56 lbs: --> No Uplift 150 lbs. oY 276 lbs. 149 lbs. --> No Uplift 150 lbs. �1, < 1vI AISI SPECIFICATION PROVISIONS for SCREW CONNECTIONS NOTATION SCREW PROPERTIES Number Nominal Designation Dia, d, in. d = nominal screw diameter dw = the larger of the screw head or washer diameter, but not larger than 1/2"(5/16"MIN.) FS = factor of safety = 3.0 Pas= allowable shear force per screw Pns = nominal shear strength per screw Pat= allowable tension force per screw Pnt= nominal tension strength per screw Pilot = pull-out force per screw Ppov = pull -over force per screw t, = thickness of member in contact with the screw head t2 = thickness of member not in contact with the screw head Fu, = tensile strength of member in contact with the screw head Fut = tensile strength of member not in contact with the screw head # 2 0.0860 # 3 0.0990 # 4 0.1120 # 5 0.1250 # 6 0.1380 # 7 0.1510 # 8 0.1640 # 10 0.1900 # 12 0.2160 1/4 in. 0.2500 NOTE: - GAUGE METAL THICKNESS Gauge Thickness ( in. ) 0.019 0.028 0.035 0.045 0.057 0.071 0.102 25 ga. 22 ga. 20 ga. 18 ga. 16 ga. 14 ga. 12 ga. Fu =45ksi min. 1.) Screw sizes smaller than # 2 or larger than 1/4" are not to be used. 2.) The tested shear capacity of the screw shall not be less than 1.25 Pn8 = 3.75 PaS. 3.) The tested tension capacity of the screw shall not be less than 1.25 Pnt = 3.75 Pat. E6.3 Shear Pas = P ns/3 For t2/t, <=1.0 Pas shall be taken as the smaller of Pas = 1.4 (t23 d)112Fu2 Pas = 0.9 ti d Fut Pas = 0.9 t2 d Fut For t2/t, >=2.5 Pas shall be taken as the smaller of Pas =0.9t,dF", Pas = 0.9 t2 d Fu2 For 1.0< t2/t, <2.5 Pas shall be determined by the linear interpolation between the above two cases E6.4 Tension Pat = P nt/3 Pat shall be taken as the smaller of Pull - Out Pat = 0.283 t2 d Fu2 Pull - over Pat =0.5t,dw Fu, SCREW SIZE GAUGE #12 d = 0.216 10 d = 0.190 Q> d = 0.164 #6 d = 0.138 SHEAR PULL-OUT SHEAR PULL-OUT SHEAR PULL-OUT SHEAR PULL-OUT 25 75 52 71 46 66 39 60 33 22 139 78 131 69 121 59 111 50 20 188 95 84 164 72 151 61 18 280 124 263 109 244 94 224 79 16 394 156 370 137 344 118 315 100 14 557 196 523 173 474 149 398 125 12 890 280 783 246 675 213 568 179 Min. Edge Dist. and o/c Spacing 11/16 in. 9/16 in. 1/2 in. 7/16 in. PERMIT COORD COP1 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M18-0150 DATE: 11/14/18 PROJECT NAME: IGE SITE ADDRESS: 12401 E MARGINAL WAY S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter #_ Revision # after Permit Issued DEPARTMENTS: tv iu Building Division Public Works n AtA Fire Prevention Structural Planning Division Permit Coordinator 01 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 11/15/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 12/13/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping ❑ PW 0 Staff Initials: 12/18/2013 HERMANSON COMPANY LLP Washington State Department of Labor & Industries Houle Espanol Contact Safety & Health Claims & Insurance !Search L&I Page 1 of 3 A -Z Index Help My 1.&I Workplace Rights Trades & Licensing HERMANSON COMPANY LLP Owner or tradesperson Principals NICOLAISEN, KNUT H, PARTNER/MEMBER BROCK, DANIEL L, PARTNER/MEMBER FOX, DEAN M, PARTNER/MEMBER HENGEL, STEPHEN A, PARTNER/MEMBER DYCKMAN, KENNETH A, PARTNER/MEMBER ROBINETT, PAUL J, PARTNER/MEMBER HERMANSON, RICHARD L, PARTNER/MEMBER ALMON, KEVIN, PARTNER/MEMBER (End: 08/05/2010) MACDONALD, JAMES, PARTNER/MEMBER (End: 08105/2010) Doing business as HERMANSON COMPANY LLP WA UBI No. 602 004 844 1221 2ND AVE N KENT, WA 98032-2945 206-575-9700 KING County Business type Limited Liability Partnership Governing persons CORP HERMANSON LLC HERMANSON GROUP; 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. HERMACLOO5BJ Effective — expiration 01/11/2000— 08/25/2020 Bond WESTERN SURETY CO Bond account no. 929381801 $12,000.00 Received by L&I Effective date 12/01/2005 01/01/2006 Expiration date Until Canceled Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602004844&LIC=HERMACL005BJ&SAW= 12/4/2018 HERMANSON COMPANY LLP Insurance Transportation Ins Co $1,000,000.00 Policy no. 6043050846 Received by L&I Effective date 08/16/2018 08/21/2018 Expiration date 08/21/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 409,648-01 Doing business as HERMANSON COMPANY LLP Estimated workers reported Quarter 3 of Year 2018 "Greater than 100 Workers" L&I account contact T4 / TERRI MADISON (360)902-4654 - Email: KIRT235@Ini.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 09/13/2018 Inspection no. 317950430 Location 3855 Montevilla Pkwy Bothell, WA 98021 Inspection results date 05/22/2018 Inspection no. 317948819 Location 1221 2nd Ave N Kent, WA 98032 Inspection results date 03/05/2018 Inspection no. 317948149 No violations Violations No violations Page 2 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602004844&LIC=HERMACL005BJ&SAW= 12/4/2018 HERMANSON COMPANY LLP 7 Location 635 Park Ave N Renton, WA 98057 Inspection results date 02/23/2016 Inspection no. 317939295 Location 15580 NE 31st St. Redmond, WA 98052 Inspection results date 05/21/2015 Inspection no. 317935231 Location 4480 154th PI NE Redmond, WA 98052 Inspection results date 12/10/2014 Inspection no. 317424935 Location 21601 76th Ave W. Edmonds, WA 98026 Inspection results date 05/17/2013 Inspection no. 316772151 Location 955 Broadway Tacoma, WA 98402 No violations No violations No violations Violations Page 3 of 3 0 Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=602004844&LIC=HERMACL005BJ&SAW= 12/4/2018