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Permit M16-0189 - CBRE - RTU REPLACEMENT
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. M16-0189 CBRE 12787 GATEWAY DR RECORDSDIGITAL D-) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # Coda Exemption, � � � I3ri6f Explanatory 6escrlofion, Sfatutte/Ruilo The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 47 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. Personal Information — Redactions contain information used to prove RCW DR3 Driver's License. — RCW identity, age, residential address, social security 42.56.230 (7a 42.56.230 number or other personal information required to & c) (7a & c) apply for a driver's license or identicard. Redacted content contains a communication between client and attorney for the purpose of obtaining or providing legal advice exempt from RCW Attorney -Client Privilege — disclosure pursuant to RCW 5.60.060(2)(a), 5.60.060(2)(a); DR4 RCW 5.60.060(2)(a); RCW which protects attorney-client privileged RCW 42.56.070(1) communications, and RCW 42.56.070(1), which 42.56.070(1) protects, under the PRA, information exempt or prohibited from disclosure under another statute. 12787 GATEWAY DR M16-0189 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.aov MECHANICAL PERMIT Parcel No: 2716000060 Permit Number: M16-0189 Address: 12787 GATEWAY DR Issue Date: 12/28/2016 Permit Expires On: 6/26/2017 Project Name: CBRE Owner: Name: EPROPERTY TAX INC DEPT#207 Address: PO BOX 4900, SCOTTSDALE, WA, National Electrical Code: 85261 Contact Person: 2015 Name: DAWNA PETET Address: 899 W MAIN ST, AUBURN, WA, 98001 Contractor: 2014 Name: IECS INC Address: PO BOX 19252, SEATTLE, WA, 98109- International Fuel Gas Code: 1252 License No: IECS***044QL Lender: Name: Address: DESCRIPTION OF WORK: REPLACE EXISTING 6 TON RTUP WITH 4 TON Valuation of Work: $11,900.00 Type of Work: REPLACEMENT Fuel type: GAS Phone: (253) 939-9495 Phone: (206) 939-9495 Expiration Date: 11/20/2018 Fees Collected: $350.42 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2014 International Residential Code Edition: 2015 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2015 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015 International Fuel Gas Code: 2015 Permit Center Authorized Signatu 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 permit and agree to the conditions attached to this permit. C. Signature: Date: oZ 111'K Print Name: r 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 construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 2: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 3: ***MECHANICAL PERMIT CONDITIONS*** 4: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 5: 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1800 MECHANICAL FINAL 0701 ROUGH -IN MECHANICAL CITY OF TUKWILA Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 " http://www.TukwilaWA.gov SITE LOCATION Mechanical Permit No. MWo 01M Project No. Date Application Accepted: Date Application Expires: _ 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** 6AT,coAq CORP` ZLz6- # (a King Co Assessor's Tax No.: 27160000&0 Site Address: 17-7787 GA'iGI-06`1 19, Suite Number: Floor: Tenant Name:_ CB R-6 New Tenant: ❑ .....Yes [-]..No PROPERTY OWNER NameT� OP TA ING'b,ePf.207(3Q'7O9 Address: -p ,C y ,q0, ©D City: &o at a (4 State: Al z'1520( CONTACT PERSON — person receiving all project communication Name: De(t)NA Address: 629'-WA4,011 S City: Au b yr i State:op Zip: fy&v I Phone' J3 ?a q4q5Fax: .63 ^ 9 3 (o v Email: Oto Valuation of project (contractor's bid price): $ r , Describe the scope of work in detail: MECHANICAL CONTRACTOR INFORMATION Company Name:,,( Address: !44,i ryl s �. City: 4 (6 v H State: 00 Zipwoo l Phonikt 3 939 9y95Fax: ZS3 939 721' Contr Reg N�EeS y�Q L Exp Date: /I IZO 118 Tukwila Business License No.: .8v S 'Y -?l � Stlr�6 o e2 (o T tJ /2� v w Ca v, V, -e-r- q T-vvl Roo T 10? ti" A -c, 00 t -t Use: Residential: New .......... ❑ Replacement ........ ❑ Commercial: New .......... ❑ Replacement ........ Fuel Type. Electric..... ❑ Gas ....... Other: H:Upplicatiom\Forms-Applications On Lme\2016 ApplicalioMVNxhanical Permit Application Revisod L4-16.doca Revised: laniary 2016 Page I of 2 bh N a Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Residential, Nighttime Furnace >100k btu Industrial Floor furnace 55 dB(A) Suspended/wall/floor mounted heater 57 dB(A) Appliance vent Commercial Repair or addition to heat/refrig/cooling system 47 dB(A) Air handling unit <10,000 cfin 65 dB(A) Unit Type Qty Air handling unit >10,000 cfin Residential, Nighttime Evaporator cooler Industrial Ventilation fan connected to sinpJe duct 55 dB(A) Ventilation system 57 dB(A) Hood and duct Commercial Incinerator — domestic 47 dB(A) Incinerator — comm/industrial 65 dB(A) Unit Type Qty Fire damper Residential, Nighttime Diffuser Industrial Thermostat 55 dB(A) Wood/gas stove 57 dB(A) Emergency enerator Commercial Other mechanical equipment 47 dB(A) k op-rG P up 16 65 dB(A) Boiler/Compressor Qty 0-3 hp/100,000 btu Residential, Nighttime 3-15 h /500,000 btu Industrial 15-30 hp/1,000,000 btu 55 dB(A) 30-50 hp/1,750,000 btu 57 dB(A) 50+ /1 750,000 btu Commercial 57 dB(A) 47 dB(A) 60 dB(A) 65 dB(A) 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-I OPM, Monday through Friday and 8AM-IOPM, 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 (lam-IOpm); 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT, BUILDING R RI AGENT: Signature: / �N Date: Print Name: /� EL LL �9 it 0: 1 T__1 Day Telephone: 253 191 17-Y95- Mailing Y9SMailing Address: /`f CJkl r fl &)A ye O / City State Zip H:Wpplieations\Fornn-Applications On Linc\2016 ApplicationsVdcehanieal Permit Application Revised 14-16.docx Revised: January 2016 Page 2 of 2 bb DESCRIPTIONS PermitTRAK ACCOUNTQUANTITY PAID $544.95 M16-0184 Address: 12822 GATEWAY DR Apn: 2716000050 $261.92 MECHANICAL $249.45 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $216.95 TECHNOLOGY FEE $12.47 TECHNOLOGY FEE R000.322.900.04.00 0.00 $12.47 M16-0189 Address: 12787 GATEWAY DR Apn: 2716000060 $283.03 MECHANICAL $269.55 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $237.05 TECHNOLOGY FEE $13.48 TECHNOLOGY FEE TOTAL PAID BY RECEIPT:• R000.322.900.04.00 0.00 $13.48 Date Paid: Wednesday, December 28, 2016 Paid By: SEATTLE MECHANICAL Pay Method: CHECK 10958 Printed: Wednesday, December 28, 2016 10:35 1 of 1 e7ppff SYSTEMS AM Date Paid: Tuesday, December 20, 2016 Paid By: SEATTLE MECHANICAL Pay Method: CHECK 10917 Printed: Tuesday, December 20, 2016 12:59 PM 1 of 1 CRW'9C'"7 SY57EM5 INSPECTION RECORD Retain a copy with permit 0 t' 6 -olds INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 438-9350 4 Projecc Type of Inspection: IJ)eAl Address: 127e7 bie Date Called: Special Instructions: Date Wante ® 7 /U /Ca p.m. Request : Phone No: f� f 7—gr 11-011 Approved per applicable codes. EJ Corrections required prior to approval. I paid at 6300 Southcenter Blvd., Suite 100. Gall to schedule reinspection. FILE COPY Permit No. n I �` d R Flan revie v zipprc,, i is subject to errors and omissions. Approval of corlsEs uciion documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field C y and conditions is acknowledged: By: Date: AJ fg/�� City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of e pork without prior approval of TUlamila Building Division. f OMEE. • . is;;cns wi!l require a new plan submittal and may it!, :ude additional p!an reuiew fees. � 1-k 'D FOA: ❑ Machanicat W-61ectricat (dumbing ED/Gas Pkft of Tcrtcwila REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2016 )�CJ;7 u,C City of Tukwila BUILDING DIVISION ti I &Aft -o 18 9 ;A , Scope of work: m Google earth :56B Replace existing York 6 ton DF072N10 RTU with a new Carrier 4 ton 48KCDA05 RTU. Q ,gam .► -..� A :2fj e f 4-7 -a L11 IR .J :...1} f J� �o 1.0 WAS ICE a 3 .Cx3 -, .. C N �► opo..- -- ��o 'ERM tT SET MUM feet APPR� 20 P City of IDIVISION 0 GENERAL NOTE THE FOLLOVONG NOTES APPLY UNLESS NOTED OTHERWISE - ASTM'S NOTED ARE TO BE LATEST EDITION 1. GE—PTION BMWON 6SMe laWen-GeVwey CP MAG ,BM VS-TrJrwle, WA 3. DESIGN CODE AND STANDMOS App a 0n raeleRM ) M15 5nI are Oe NeMV0k (IMreleremztl W6re diMlnBoab rpetltbtl e0we, a M notepxYbO, MIOV lx tl,e IMeM Galion. 3, DESIGN LOADS e. Tool LNe Loetl see errPw me o, srowLmtl e.,m Boa erMw mtl-2s PM ImpoMrce Tea« -10, snow'..votMe TAaM-1.D DII01n8 Mnow s not TeRUTetl In Vp tlMAlpi. c. Seienic 6t•1.MB], 51=0.561, 1.1.D, fide CMu'D', SDS=0.898 SDt = 0.561. S�rtic Daipn G,epory •'d. tl. N.Vq LceO RMk Cae8ory 11 Boric wMrtl ePeetl 13 eec BrMR) COLT • 110 n1011 VASO= S] npn A. ceAa mat WayMacnumMe. CHM STANDARD8 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE OIRRENT OSIU STANDARDS. THE GENERAL CONTRACTOR $HAL REVIEW THESE STRUCNRA ORAVANGS FOR ANY NONLOMPUANM WITH OSHA STANDARDS, TMNG INTO ADGOUINT THE GENERAL CONTRACTORS MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO TIG; -NGS MAY BE MOOFIED FOR COMFLIANM PRIOR TO GONSTRUGTION. THE GENERAL CONTRACTOR IS TOTALLY RES ONSIELE FOR MEANS AND METHODS AS WELL AS -ITE SAFETY ON THIS RiOJECT. STRUCTURAL STEEL AND MISCELLANEOUS STEEL ALL WORN IN ACCORDANCE WITH'AISC SPECIFICATION FOR THE DESIGN, FASRIGITION AND ERECTION OF STRUCNRA STEEL FOR BUILDINGS, AND THE G005 OF STANDARD PRACTICE'. --URA_ STEEL SHALL CONFORM TOTHE FO LMING STANDARDS'. WADE FLANGE SHAPES ASTM MI82 (FY=SO,000P61) OTHER SHAPES AND PLATES ASTM — (Fy=36,000 PSI) TUBE COLUMNS ASTM A500, GRADE B (Fy—.—PSI) WELDHEAD STUDS ASTM 0.108 (Fy�.=PSI) Ari-TNBtEA ASTM FH., GRAOL �£ IFN'—e.000 PSI) 4ACI1. BOLTS ASTM AGIN HIGH MEN GM BOLTS ASTM A325N NICO ) B.ASERATEOROUT ASTM'110T ALL MU- STEEL BOLTED CONNECTIONS AT MEOIFNICA PLATFORMS ARE ASTM 0.325 TYPE N CONNECTDNS - BEARING TYPE INTH THREADS INCLUDED IN .HEAR PLANE. CONNECTIONS ARE NON -61P CRITICAL AND BOLTS NEED TO BE TIGHTENED'SNUG TIGHT ONLY EXCEPT AT FRAMES. AT MECHANI PLATFORM FRAMES PROVIDE MQSSC SLIP CRITICAL BOLTS AT OONNECTMS PER SECTIONS 1/62.3 AND 4N52.3. PROVIDE WASHERS AT OUTER FLYS WITH SLOTTED HOLES. INSTALL A325 BOLTS IN ACCORDANCE WITH 'SPECIFICATION FOR 6TRUMRA JOINTS USING ASTM A325 OR M99 BOLTS (11H3IB5). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS AS NOTED ON DIRAWINGS. AL WELDING TO CONFORM WITH AWS 01.1'COOE FOR WELDING IN BUILDING CONSTRUCTION'. WELDS NOT SPECIFIED SHALL SE I-,, CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIRED WELDERS, USE FRESH 70% ELECTRODES FOR MANUAL SHIELDED META -ARC WELDING OR EQUAL ELECTRODES. V.ELCHEAD STUDS (MS) ARE TO BE MACHINE WELDED WITH PROPER EOUIPMENT. SEE SPECFICATIONS FOR ITEMS TO EE GAVANIIID. OLUIJIMINATED WOOD MFJIBERS GLURAMNATED V.VOCO BEAMS, COAST REGION O DOUGLAS FIR CONFORMING WITH ANSVAITC A180 — AND ARC 117-10 OF APAEWG Ytt]_ USE OOMBNATION EONS 2AF-VA (OFDF) F1,2CO. FVA = IW PSI FOR SIMPLE SPAIN BEAMS AND COMBINATION EONS 3MF-VB (GDF) F0=NW, FW = 180 PSI FOR CANTILEVERED BEAMS. BOTTOM LAM TO SE FREE OF UNSOUND KNOTS LARGER THAN 12' DIAMETER, MATERIA MUST SE OETANED FROM AN APPROVED FABRICATOR. ALL GLLLLAM BEAMS SHAUL FR SNUG AND ON TIGHT IN THEIR CONNECTIS AND DEVELOP FULL ARI BENG AS INOGATED PROVIDE MC EONSC OR AP STAMP OJ EACH MEMBER AND SUBMITAITCORAPA-EVSCERTIF—TE. ADHESNE TO BE'N£T USE".INWSTRIA APPEARANCE GRADE. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHAM PROW DE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS WRING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. ABBREVIATIOIS ... MB ME. AL_.UPPLNER ARCH. BALL NI CHITECT BALANCE N.T. .S NEAR FACE NOT TO SCALE R BTVN OR BOT. BOTTOM BETWEEN I O.F. ONCENTER OUTSIDE FACE BLDG. ERG. WILDING BEARING O.S. O.T.O. OUTSIDE OUT TO OUT G.I.P. C.J. O_ CAST IN PLACE CONSTRUCTIONJOINT CENTERLINE PL REINF REM. PLATE REINFORCING REMAINDER ClR CMU CLEAR CONCRETE MASONRY UNIT R.O. SECT_ ROUGH OPENING SECTIONS OOL. COLUMN SM. SIMILAR CONIC. CONCRETE SJ BHRMNMAGE JOINT C.S.J. OLOSLRESTRIPJONT STL SWSI�MWALL STEEL EA E.E. EACH EACHEND SYMM. T. SYMMETRICAL TOP E.F. E.J. EACH FACE EXPANSION JOINT TOE, TOP OFBEAM EL. E,N W. OR ELEV. ELEVATION OR— ENGINEERSNORTHWE6T TO F. TO S. TOP OF FOOTNG TOP OF STEEL E. EQUAL T.O.S. TOPOFS— E.S. E.W. EACH SIDE EACH WAY T.O.W. NP. TOPOFWAL WPICAATALSIMIIAR PLACES F.O.C. FACE OF CONCRETE UNO. UNLESSNOTEDOTHERWISE F.O.S. '0. FACE OF STUD FAMOFWALL V.E.F. VERT. VE-MEACHFACE VERTICAL FTG. GA FOOTING GAC£ V.F.F. VFY WRTICAFARFAM VERIFY GAY. HOT DIP —IZED.LF. VERT AL INSIDE FACE H.W.B GYPSUM WA1 BOARD ORHORR HOR.ONTA, V N I V.O.F. VERTICALTEM FAOE VERTICAL OUTSIDE FACE ..a C, INTERNATIONAL BULDING CODE w'J WTN I.C.C.F . I INTEfRNAT10NK SCODE COUNCIL INIDE FACE WHS - WITHOT VrELO HEAD SND INC. INOUDNG B AT N LW. -(,__S) LOW WAY Ste ] PARTIAL (E)PURLIN (E)GLU-LAM b Ip (MPURLN UNH NEW ADAPTER CURB BY 1MOBU (E)PURLN®SW ADAPTER CURB TO EAST. GUTRB BY OTHERS, N)—N E) JOIST (E) PURLIN E) G 4LAM —I-- I-WALL TER EXIST. CURB PARTIAL ROOF FRAMING PLAN `7M. (E)PLRUN SIM— NNEE BRACES (E)— (E) GLULAM ` (E) SPLICING \L (E) GLUiAM IE) WALL CONNECTOR SECTION 1/P=1'P (E) SUBPURLIN,VFY. (E)ROOF -RU —\ EOLT6 Q 1Tbc. 9 SECTION 1P=t'4 TYP. TW 116 [Se5U,Sr8'w/1P'B (EI PURLIN THRU. BOLTS SECTION =� D FOR CODE COMPLIANCE APPROVED DEC 2 3 2016 City of Tukwila BUILDING DIVISION �-1, �i� � 1(VA-C, Cu•r�b Se-4Stt,�. 2;� RJe-PZ ciD v kv—,rS RECEIVED CITY OF TUKWILA DEC 2 0 2016 PERMIT CENTER r Z W mm co W o tO U 'a Q :5p a �g WIy � U�~ JOB NO. 18000981 ENGINEER: R, ZHU DRAWN: M. SENIUN DATE: 11 02.2 e SHEET NO. S1.1 OF JOI IA NEW HVAC UNITPER RAN mmATTACHMENTOFNEW UNH NEW ADAPTER CURB BY OTHERSRS. ATTACHMENTON NEW ADAPTER CURB TO EAST. GUTRB BY OTHERS, !N.— TER EXIST. CURB (E) PURLIN GLU-LMM31/ 31R, 2MF- VA GFDF (E) SUBRIRLIN (E) ROOF SHIM PE\jR CONTRACTOR y, E JOIST `7M. (E)PLRUN SIM— NNEE BRACES (E)— (E) GLULAM ` (E) SPLICING \L (E) GLUiAM IE) WALL CONNECTOR SECTION 1/P=1'P (E) SUBPURLIN,VFY. (E)ROOF -RU —\ EOLT6 Q 1Tbc. 9 SECTION 1P=t'4 TYP. TW 116 [Se5U,Sr8'w/1P'B (EI PURLIN THRU. BOLTS SECTION =� D FOR CODE COMPLIANCE APPROVED DEC 2 3 2016 City of Tukwila BUILDING DIVISION �-1, �i� � 1(VA-C, Cu•r�b Se-4Stt,�. 2;� RJe-PZ ciD v kv—,rS RECEIVED CITY OF TUKWILA DEC 2 0 2016 PERMIT CENTER r Z W mm co W o tO U 'a Q :5p a �g WIy � U�~ JOB NO. 18000981 ENGINEER: R, ZHU DRAWN: M. SENIUN DATE: 11 02.2 e SHEET NO. S1.1 OF JOI IA VvcQeeAMEI 2012 !%$hIn n�ojt Info Code Project Description 6nefly describe mechanical system type and features. PIndudes Bans pliance Option Equipment Schedules Goodin E ui Ment Sc hf Equip. Equip ID Type Brand Name' / 0— I ID I Type I Brand Name' Pan Sch E ui Ment edule EqulP. Equip ID Type Brand Name' ervice Water VIP• Equip ID Type for Comme►rlsl, Group R1, and > 3 ato Iresa _ R2 8 R3 to 4 V*Oof -S% Vc�,tr r G Model No.' b_F —74 Model No.' Btu/h Or Econo? Input Btuh Output Bfuh Efficiency' CF'M SP' HP/BHP Flow ContmP Location of Service Capacity Category I EF' I CITri'.L� �� OTiidWILA suable. 2 As tested Scow r ^ - cable. a Flow control ing to Table C403.2.3(1)A thru 3-2.3(g). a IMS 0403.3.1 or Complex tamable air volume (yAy�, cons t If required. 4 COP HSPF, Combustion Ip volume (C�, or variable speed (VS), a Enomizer exception number or ' as fFa rDer Table C404.2. Per simple MIUeOI . VI L him Indude documentation requiring ng compliance with commissioning provisions Whnple System Oompiex System �Ysbms Analysis per Section 0408. The to" Plans. F Information Is required to be incorporated with the mechanical Projects without plana, fill in the required informs non equipment schedules below, on the Model No , CaPadtye OSA CFM S ER Btu /h or Econo? or R Eoon►nizer Heat IPLW -�t'�©74 e .57. ?y � Option or Recovery Exceptione YM Model No.' b_F —74 Model No.' Btu/h Or Econo? Input Btuh Output Bfuh Efficiency' CF'M SP' HP/BHP Flow ContmP Location of Service Capacity Category I EF' I CITri'.L� �� OTiidWILA suable. 2 As tested Scow r ^ - cable. a Flow control ing to Table C403.2.3(1)A thru 3-2.3(g). a IMS 0403.3.1 or Complex tamable air volume (yAy�, cons t If required. 4 COP HSPF, Combustion Ip volume (C�, or variable speed (VS), a Enomizer exception number or ' as fFa rDer Table C404.2. Per simple MIUeOI . VI r la necessary to check a Code Section' Code Provision BIzing b Pairm.. no C403.2.1 Load calcula Ions C403.2.2 Equipment and system sizing C403.2.5 Minimum verivation 0403.2.3 b 0403.2.3.2 b Equipment minimum elNdena C403.2.13 JElectric motor effk*ncy C403.2.10 Fapwerimirr :3.2.10.aon Information Required GENERAL calculations performed per ASHRAE Std 183 or equivalent per Chapter 3 rt n—FOy d heatlng and codi..ng equipment ands stems do not exceed sledow I,..w....,._ _..Y�._-- Y m wakurar or mechaniaq provided per IMC; Indk—* mechanical n is ppable of being reduced to minimum requirement per IMC rquipment schedules or complete MECH-SUM fables wRh M*,— elrlclenoy, fest standard (or other efficiency source) for all mechanical it 'Ovide equipment schedule with hp, rpm, elrldericy for 8" motors; note except In system motor hp or bhp does not exceed limits per TWO C403.2.10.1(1) Rcate fan motors 1/12 to 1 hp are ECM type or meet minimum etficlem cY C403.2.3 maximum air tooted chMw 1-4.• Indicate air -coded chiller cadoes controls Indicate shut-off controls basad on outdoor conditions 0403.2.4.8 Combustion he pacity not exceed air-cooled chiller unit G03.2.1 on standard water-cooled ;1 FWNoad end NPLV values forfor walercooled C403.2.4.8 / g Group R2/R3 dwelling unit dilllers antrRug I ehfiler adjusted for non standard rational conditions 0403.2.12.1.2 CentrNugal fan coolkig towers Large cap" cooling towers with centrifugal 0403.2.3 Forced sir furnace and unit fan(s) meet efficiancy kemenfs for axil fan n circuit Dodi towers C403.2.5.2 Occupancy sensors heater Indicate Intermittent ignition or IID, flue/draft damper C403.2.3.3 Packaged eleeft b jacket loss ventNew— stion heati List equipment_required to be heat pumps on schedule C403.2.3.4 Humidification -- Indicate method or humidification (nota requiremarda ecomm�b..� for systems with mt controls a crit da C403.2.4.1 The toile controls Indicate 104011111:11, 111 of fhemwstatic control zones on plans, inducing perimeter tam C403.2.4.1.1 Heat pump supplementary s s heat Indicate staged heating (compression/supplemental) b outdoor lock -out lemp C403.2.4.2 Seipdnt ovedap (deadband) Indicate 57 deadband minimum for systema controlling both heating 6 cooling 0403.2.4.3 Automatic semi and shutdown Indica le zone t -stat controls with required automatic setback b manual override C403.2.4.3.3 Automatic: (optimum) start Indicate system controls that adjust 1u equip start time to match food conditions G02.4.5.2 6 Dam Indicate location of OSA, exhaust, relief and return al an r Bemo• M14-1. eun. 0403.2.4.4 P ,Y, --- - 0403.2.11 Heating oubtde a bulkfi n9 -- --• - • �•�"" yr ra •note s taken Indicate radiant heat system and occupancy 0403.2.4.5 Snow melt systems controls Indicate shut-off controls basad on outdoor conditions 0403.2.4.8 Combustion he u t0 Indicate modulating or staged control C403.2.4.7 Group R1 hotel/motel systems Indicate method for guest room automatic setback & C403.2.4.8 / g Group R2/R3 dwelling unit set-up of 5•F minimum Indicate — programmable thermostats M —of ms setback primary spaces with minimumtwo ' ncte s taken C403.2.5.1 Demand controlled veMBation Indicate high -Occupancy spaces and systems requiring DCV C403.2.5.2 Occupancy sensors Indicate spaces MwArtrig occupancy -based s stem control and Method: ndo Esac leading alternate means vided to autorna8cal rodua OSA when artla aau C403.2.5.3 dock/parking garage Indicate enclosed loading dock and enclosed parking garage ventilation ventNew— stion tlon system ac8vaand control method C403.2,5.4.1 Kitchen exhaust hoods Indicate kitchen hoods requiring make-up air; indk:ate MOW up air sourca ccnditio lingmethod and C403.2.5.4.2 Laboratory exhaust systems Indicate lab exhaust systems requiring heat recovery, method b etficle alternative alternative method taken (VAV, semi -conditioned makeup, or CERM calarla8on) 0403.2.8.1 Energy recovery - ventilation systems y veritAatlon systems requiring ER, method b efficiency; note exceptions 0403.2.8.2 Energy recovery - condensate rte Indicate on site steam heating systems requiring req ng ene rgy recovery C403.2.8.3 Energy wry - condenser s tems Indicate remote raI condensers requiring ER and use of captured energy Location on I Building Department Plans Notes a mrormation is necessary tc chec a nk e rant area In Excel rlor to rintin Code Section Code Pramsion IvAU OYStem Controls 6 CriteriarMtem Continued Al C4riable now control a um s C40Sble flow control - opoersC40e volume fan systema0403le zone AC systemsC403system capabilities IMM Kr, end s 3 story R2-& R3-'�'--� - -- - M / 1 avvpcaoon ror commeroiSl PMV!Sion compliance with the 2012 WS PaAea. Informs0on Required GBMkL1FFU I9COMM MWEIM fan b Pump motors requiring VF control 6 method (VSD oreq uiv cooling tower fans requiring variable now control and method fan tems Or exception taken alrnow reduction based on heating and cooling method of cooling demand -based fan control for sya. > 110,000 btuh n DDC system InpWouteuh rvdn.� M W __, _ - c:ao3 2.7.16 Dud constnrdion Indicate an duCtwprk 0403.2.7.3 trusted and Sealed per IMC, 0402 leakage ulrernentS and IBC va retarder uiremenb G03.2.7.3.1 Dud pressure Ia,sMcatlons Identify bcatlon of krw, medium and hl Nigh Pressure dud lea !1h Pressure ductwork on plana 0403.2.7.3.3test kegs Indkxite high Pressure dud bake tend resuns to urladldion when op requirements on plans; Provide teat :403.2.7.1 / 2 Duct insulation Indy R - value of Insulation on d. d _ 0403.2.8 Piping insulation C403.2.8.1 PIPM9 Insulation exposed to 0403.3 41H1AYrng $" Zone a hems C403.3 Qua 2-PIPa heating 0403.3.2 NydrorNc system eordrola Sm Economizers C403.3.1 Ah economizer required C403.3.1.1.1 Alr economizer caped y 0403.3.1.1.3 AAir ecOS omizer high limn C403.1.1.2 Integrated ah ecorromizer radon 0403.3.1 Air economizer exceptions stem Economizers 0403.4.1 Air economizer required 0403.4.1.4 Economizer hearing system Impact 0403.4.1.3 Integrated economizer Moved Water economizer capacity 0403.4.1.2 Water economizer maximum pressure drop C403.3.1 Air economizer exception. R-velue of Insulation on piping method of Protection from damage/degradation 9MFILEMSTEMS ' urn®ry or Packaged equipment does not exceed capacny Ilmnadoes , active humkIfte n or simunaneoua heat, !coon no 2 -pips heating only system does not exceed capacity limits to Complex SYstems Settlor C403.4.3 a coding systems requMng economizer controls; note In equip ached I modulsdng OSA control capabnity up to 100% OSA, or exception I high limn shutoff control method par Table C403.3.1.1.3(2) 7 b� ility for partial air economizer operation for systems with capacl eligible excePtlon(s) taken andProWabns to comply with exception(.) MMRBCSYSMS Indicate cooling Systems requiring economizer controls; note In equip sched. Verify control method of HVAC Systems wnh economizers rrrikiing heating energy usage during normal operation does increase ndkate capabnity for partial economizer operation for sir or water scolio tem. rdk ate water econo capable of 100% cooling ISA capacity at 50•F db/45'F wb Precoolkrg cons and heat exchangers do not exceed pressure drop lir eligible exceptior>(a) taken and proWabna to comply with exception(.) Locstlon on Buikl aM9DaP-"Mnt Plana I (Votes 4 i J e Int Brea In E" rice to rintln Cade Section Code Provision Information Required the 0403.2.12 '"toe ff— control - fano Indicate fans requiring veriabie flow VAV fan atatb pressure icontrol and method C403.4.2.1 indicate s-enlaar locations onans; sensors branch DI Inekrde at east one sensor per Major duct 0403.4.2.2 a a A�4 static pressure Indiate fan aetpoInt based on zone yatem all pressure aura requkkhg moat G03.4.5 VAV systems am ki Mi Indicate supply ah "me sere ing Zones method Of Primary ah control, and multPle zones that aro required to be VAV, zones served: note exceptions taken 0403.4.5.4 VAV ayalem supply eh reset Ind bale controls that automatically reset supply ah temp In response to loads C403.4 Large apaclly coolkhg Indicate method of muft-afage or variable control for building cooling system a > 300 tons C4O3.4.7 Hot gas bypass Ilmilartlon lndtcato coding, 3 equipment unloading or capacity modulation method ra C403.4.3 Large capacity boder systems Indicate mutt -sta 9e or nnodulating homer far single boNe> 500,000 bluh 0403.4.3 Boder sequencing Indicate automatic controls that sequence operation of multiple boNers 0403.4.3.5 CMller / boder Plant pump Indicate apebnity tautom bill h chilk rs a boollero etbedy reduce loR overall Plant flow and shi now C403. .2 a when not M use C403. .3 Variable now control - pumps Indkate PumPa fOW" variable now 03.2.12.1 Variable now col - cooling control 6 method G a G03.4.4 towers Indicate we" bower lens requiring variable flow C4O3A.3.4 sys-lerrh Part load Indicate he �� and �� controls 9 a chNled water thea capability automatics 7wo�ipe chs reset water AND reduceucsystems 509L � bN to > automatically 0403.4.3.2 n8eover Indicate deadband, hatMg/codIng mode sehedul 300.000 Mull tem re ing and changeover C403.4.3.3.1 heat Pump - Indicate capebARy of central aqulprnad to deedband hehvesn Ihest Provide min. 20•F water supply tamp 0403.4.3.3 Water IOOD heat Pump -heat provide Incest and Neat addnbn modes imail n9ar that sopsrales coding tower and heel G03.4.3.3.3 heat Pump - hdlcate 2 -way Iodation valve an each Neat Pump and variable lbw flow 0403.4.6 Ovate► haat loop M with total m > 10 h oonbol for CO^de^"°r Indicate system Provided to pre -heal service water and aft" hisefors G03.5 Cooler / beezer - arMi-sweat beeZsr - eveIndicate WWI` a control method for wage coolarHreezer door anti sweat heaters C403.5 / a Cooler/ porotor ridIndbata molar type for evaporator and condenser fans < 1 hp M A 71NG V Systema 0104.2 Water—heal equip min provide equipmenta or earrhplete MECHSl1M table with teat standard or other clic sonace hype. apeclty, G04.3 Temperature controls Indicate tempxature controls have required sefpoint apabNlly G04.4 Heat traps Indicate PlPlnp connected to equipment have heat haps on supply a discharge C404.5 Insulation under water heater Indicate R-10 irwatlan ander tank Service water C404.6 Service piping Indicate R -value of insulation on piping; rete exapkma taken 0404.7 / a Circulation systems and hest trace all indicate shutoff capability based on oar upensy end Periods of limited demand G04.9 Group R-2 service hot water Indicate method of usage metering for dwell. units served by central IiVy avafeyn A In -Ground Permanently Installed Spas - C404.10.1 am" eWip min. Provide "dant schedule or compete MECHSUM table with type. a c ncy, test standard (or other et, source); heat C404,10.1 12 Pool heater on / off controls pump heaters 2 4 COP Indicate sutamstc oNol►controi based on scheduling 8 accessible onlolF swnd an mist G04.10.3 Pod covers nt of thermostat ae or taken indicate vapor retardant cover and insulation G04.10.3 Pod assembly insulation rating as required Indicate raft d Insulation on aides and bottom • C404.10.4 Heat recovery Of Pools heated to .% 90•F Indicate method. exhaust air temperature reduction and recovered energy use Loatlon on' BuddingBudding DD9mrtment STRUCTURAL Engineers Northwest Inc., P.S. F ; GATEWAY CORPORATE CENTER BUILDING 6 12787 Gateway Drive Tukwila, WA 98168 STRUCTURAL CALCULATIONS REVIEWED FOR CODE COMPLIANCE APPROVED DEC 2 3 2616 FOR HVAC REPLACEMENT A. wAS7� t•f% 2 ! 59' 'sus E"� AL�a'�' SjONAL>G� ." RECEIVED CITY OF TUKWILA DEC 2 0 2016 PERMIT CENTER Citi/ of Tukwila 2015 International Building Code BUILDING DIVISION December 20, 2016 ENW Project No. 16000081 000 . o O 9725 Third Avenue NE . Seattle, WA 98115 . 206.525.7560 . fax 206.522.6698 www.engineersnw.com / ENWENGINEERs NORTHWES- ( 9725T*mpAVE NE, SUITE 207 Ss^nLr WA 98115 (206)525-7560F^x(206)5224698 ______, ^^,,"°. - DATE _____,^ SHEET -OF - By wom 11/3/2016 Design Maps Summary Report Design Maps Summary Report User -Specified Input Report Title Gateway Corp Tukwila, WA %4~1 Thu November 3, 2016 21:44:00 UTC ll Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.488870N, 122.27451°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III )SGS -Provided Output SS = 1.497 g S1 = 0.561 g SMS = 1.497 g SM1 = 0.842 g Sos = 0.998 g SDI = 0.561 g For information on how, the SS and S1 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 NEHRV building code reference document. MCEa Response Spectrum 1.65 1.50 1.35 1.20 1.05 0.50 en 0.75 0.60 0.45 0.30 0.15 0.00 0.00 0.20 0.30 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (see) 1.10 0.90 0.80 0.70 O� 0.60 -0.50- 0.40- 0.20-- 0.20 0.10 1 i 0.00 0.00 0.20. 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) Design Response Spectrum though this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the .curacy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. ttp://ehp2-earthquake.wr.usgs.gov/designmaps/us/summary.php?template=m ini m al&latitude=47.488865553638longitude=-122.27450986247823&sited ass= 3& .. 1/1 s 11/3/2016 Search Results for Map ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Contact .................. ................. . Search Results Query Date: Thu Nov 03 2016 Latitude: 47.4885 Longitude: -122.2740 ASCE 7-10 Windspeeds (3 -sec peak gust in mph*): Risk Category I: 100 Risk Category II: 110 Risk Category III-IV: 115 MRI** 10 -Year: 72 MRI** 25 -Year: 79 MRI** 50 -Year: 85 MRI** 100 -Year: 91 ASCE 7-05 Windspeed: (` 85 (3 -sec peak gust in mph) ASCE 7-93 Windspeed: 70 (fastest mile in mph) 'Miles per hour "Mean Recurrence Interval Users should consult with local building officials to determine if there are community -specific wind speed requirements that govern. WINDSPEED WEBSITE DISCLAIMER While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the windspeed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed load report. Sponsored by the ATC Endowment Fund • Applied Technology Council • 201 Redwood Shores Parkway, Suite 240 • Redwood City, California 94065 - (650) 595-1542 http://wi ndspeed.atcoxmcil.orgrndex.php?option=com_content&view=article&id=10&dec=1&latitude=47.4885()69&longitude=-122.2739542&risk_ category_i=100... 1/1 ovi of- 0"S�� J KEYNOTES. I. GLU-LAM BEAM. REFER TO FRAMING PLAN FOR BEAM SIZE. ( 2. 4" x 16" DF #1 PURLIN 8'-0" O.C. _ 3 2" x A" OF #1 SUB-PURLIN 2'-0" O.C. 4. CLASS "B" BUILT-UP ROOFING. A PLY MINERAL CAP. 5. 5,'8" GRIFNTED STRAND BOARD ROOF SHEATHING. 6. 4" OIA. STANDARD STEEL PIPE COLUMN. 7. 4" CONCRETE SLAB REINFORCED W/12x12 2.0:2.0 W.'A..lA_ 8. 6" FREE 'DRAINING GRANULAR FILL. 9. CONCRETE TILT -UP PANEL 61/2- 1v. 5'-0" CONCRETE FILLER STRIP. 11. 4' x 8' SKYLIGHT FIELD VERIFY LOCATION. 12. CONSTRUCTION JOINT. 13. CONCRETE FOOTING. REFER TO FOOTING SCHEDULE FOR FOOTING SIZE. 14. W"NDOM WALL. 15. 'URNED DOWN SLAB EDGE. 1 rye$ i 11 - 4 t GYn- � 22.14 G� 1' � �y',f„c •�'� GSrL�% _ . d tt 34. s �A- x d4-15 � r..5—t, �►f?' 'Ism ,t� •a -c �, t� y �, � `�� �, - . lir= Y:F li•v �� .. P � ,' � t...t 79P ;q,/yv 6 ,e 51�I'1y 4L� M• - ' F-7 _ Com Y Ao�_-%•l.t� t�_•4 ix` .: I ice �T -, 5.► la t 1 Yr f1T � i A. )lam �g �`^s� d''�►jf' 7r .k� %y `ri'- ` 1 Project: CBRE Bldg 6 P -6w vrvi Unit Report For 4t Unit Unit Parameters Unit Model: ............... ........ 48KCDA05A2A6-OAOAO Unit Size: * ize:... .............................................05 (4 Tons) Volts -Phase -Hertz: ..................................... 460-3-60 Heating Type: ...................... .. .....Gas ...... ................ . Duct Cfg:............ Vertical Supply / Vertical Return Low Heat Single Stage Compressor Models Lines and Filters Return Air Filter Type:..... Return Air Filter Quantity: Return Air Filter Size:...... • • • . ................ Throwaway ..................................... 2 ......................16 x 25 x 2 Unit Configuration Medium Static Option Belt Drive AI/Cu - AI/Cu Base Electromechanical Controls Standard Packaging Warranty Information 1 -Year parts(std.) 5 -Year compressor parts(std.) 10 -Year heat exchanger - Aluminized(std.) No optional warranties were selected. Dimensions (ft. in.) & Weight (lb.) — Unit Length..........................................6' 2.375. UnitWidth: ........................................... 3' 10.75. Unit Height:... .................................. ' 9. "' al era Ing eight: ................. 604 Ib Weights and Dimensions are approximate. Weight does not include unit packaging. Approximate dimensions are provided primarily for shipping purposes. For exact dimensions and weights, refer to appropriate product data catalog. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Descri tion 48KCDA05A2A6-OAOAO Quantit RooftopUnit. 1 Base Unit Medium Static Option Belt Drive None Accessories C EECOMZR067A00 Ultra LOW LEAK - Vertical EconoMi$er X with solid-state W70-0 1 controller 12/14/201 07:01AI Packaged Rooftop Builder 1.44 Page 3 of 11 ENWENGINEERs NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 5257560 FAx (206) 5226698 PROJECT # PROJECT DATE SUBJECT SHEET OF BY -r - - - .._.._.. - - • - - ---------1 -- ----- --- --- -- - - - ------ ---- --------- -- ------------------- - - - -- ----------- ; 1 i i i i t_ _ __ _ _ _ _ _._ _ ----- _ i _y . : ._..-..j._...,_--,---------- ..--- _.------------ F_,-------------------- ----- --- � _--.--_..� I----------- ------------------ - --- ? I ---------- ---' - ---�----------- - --� - --' --- - • -- - --- - -- -'- - ; i t 1 i ..._...j...-_. _____ _ __... __ .__. ......------------------_._ ....._ ___ _ .._-. _ ..._ _ _ .._.. _- ... : i i :- - --- - - - -- - --...---------- I ------------------------ --- -------- - - - - --------- --- ---- -- -- ----- i i : _.__..:_.__------ ...........__._._._._..__...�....._.._I..._._.._.. : ..-_. ._- _.. I ; .r.__ ;_ _.__ _____ _ _____ _ __--------- ___ -._. ..... _ _ _____ __ -------- _--------- --------- �1 i i '-`-j---------T-_-._...-?-----------------.L____--- ------- "._ --------- ..._ ._. --- --- ._T_. _. _ _____.- _ _ _ - ._ _ ..__ _ ____... 1 1 I -........._..._._._____-.__i ..................... ..______.___v.-.-.. _..._____._ ! . 1 : i i I : : : i 1 1. : ._...__._.___�.-. ___._. y._..._.__... , ; - : ; , ; I - 6- - t tel/ 1'4- : .r. -- -- , 3 , i- ,.Y i I i --- . i ---- - „ ; -------- -- _. : ? IIl - ------ ' Lo------------�a--------------------------------------- T �V ; - - ---'- - - - - -- - - - ----- - - - - + -------------------- • i -------------------- j/- - i i I i �- /1 1 i 1 : I ; l �I ..._t________.,. .,- ------- , _ .._._._r._.__.._._•___ ------------------- ------------Ii.__________ _ ____._ _ - ._._ __ _.__ __ __-... _._._. - _-_.. _ _._._ _ __.... .._. _ _ _ __ _ _.._ _ - _ I i I I I ; I _ I �'... . I ....-..__..._. ------------------- `_ __. _ r _ 1 1 1 : 1 t i 1 : Title Block Line 1 Project Title: - -- - Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added.to loads You can changes this area Engineer: 1.00 Proiect ID: using the "Settings" menu item Project Descr: 22.75 DESIGN St1MMARY Maximum Bending Stress Ratio = and then using the "Printing & Title Block" selection. (IAJ Section used for this span 1.00 Title Block Line 6 f fb :Actual 1,876.67psi Section used for this span fv :Actual 4x16 FB: Allowable86.35 = Priled 19 DEC 201E 7 58N10 Wood, Beam psi 195.50 psi Load Combination Location of maximum on span = File =ClUsemVkhiiDesWp1160 1iGA7Ewa i.EC6 Load Combination Location of maximum on span +D+S+H = j Span #where maximum occurs = ENERCALC,:INC. 1902015, Build:6.15.4.11, Ver,6.15.4.11 __.s. Description : Purlin-Failed 23.814 ft = Span # 1 Maximum Deflection 1.00 CODE REFERENCES 1.00 Max Downward Transient Deflection 1.068 in Ratio = Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 0.107 Max Upward Transient Deflection Load Combination Set: ASCE 7-10 0 <240 1.00 Max Downward Total Deflection Material Properties 206 5.59 Max Upward Total Deflection i I Analysis Method: Allowable Stress Design Load Combination ASCE 7-10 Fb - Tension 1350 psi E: Modulus of Elasticity 1.00 Fb - Compr 1350 psi Ebend- xx 1600ksi Wood Species : Douglas Fir - Larch Fc - Prll Fc - Perp 925 psi 625 psi Eminbend - xx 580ksi Wood Grade : No.1 Fv 170 psiFt . Beam Bracing Beam is Fully Braced against lateral -torsion buckling 675 psi Density 31.2pcf i D(0 06) S(0 2) , Span = 25.0 ft Apphed LOaCIS -- -- - ...- - - --- - - -- - Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added.to loads 1.00 1.00 1.00 Uniform Load: D = 0.060, S = 0.20 , Tributary Width = 1.0 ft 5.59 22.75 DESIGN St1MMARY Maximum Bending Stress Ratio = 1.2091 1 Maximum Shear Stress Ratio = 0.442: 1 Section used for this span 1.00 1.00 1.00 fb :Actual 1,876.67psi Section used for this span fv :Actual 4x16 FB: Allowable86.35 = 1,552.50psi Fv : Allowable psi 195.50 psi Load Combination Location of maximum on span = - D+S+H 12.500ft Load Combination Location of maximum on span +D+S+H = j Span #where maximum occurs = Span # 1 Span # where maximum occurs 23.814 ft = Span # 1 Maximum Deflection 1.00 1.00 1.00 Max Downward Transient Deflection 1.068 in Ratio = 280 0.107 Max Upward Transient Deflection 0'000 in Ratio = 0 <240 1.00 Max Downward Total Deflection 1.451 in Ratio = 206 5.59 Max Upward Total Deflection i I 0.000 in Ratio = 0 <180 1.000 Maximum Force Load Combination Segment Length +D+H Length = 25.0 ft +D+L+H Length = 25.0 ft +D+Lr+H Length = 25.0 ft +D+S+H Length = 25.0 It +D+0.750Lr+0.750L+H Length = 25.0 ft +D+0.750L+0.750S+H & Stresses for Load Combinations Max Stress Ratios Span# M V Cd CFN Ci Cr Cm C t CL Moment Values M fb Fb 1 0.407 0.149 0.90 1.000 1.00 1.00 1.00 1.00 1.00 5.59 22.75 153.00 1.000 1.00 1.00 1.00 1.00 1.00 1 0.366 0.134 1.00 1.000 1.00 1.00 1.00 1.00 1.00 5.59 494.55 1687.50 1.000 1.00 1.00 1.00 1.00 1.00 0.00 1 0.293 0.107 1.25 1.000 1.00 1.00 1.00 1.00 1.00 5.59 0.00 0.00 0.00 1.000 1.00 1.00 1.00 1.00 1.00 212.50 1 1.209 0.442 115 1.000 1.00 1.00 1.00 1.00 1.00 21.22 1.000 1.00 1.00 1.00 1.00 1.00 1 0.293 0.107 1.25 1.000 1.00 1.00 1.00 1.00 1.00 5.59 1.000 1.00 1.00 1.00 1.00 1.00 Shear Values V fv F'v 0.00 0.00 0.00 0.00 494.55 1215.00 0.81 22.75 153.00 0.00 0.00 0.00 0.00 494.55 1350.00 0.81 22.75 170.00 0.00 0.00 0.00 0.00 494.55 1687.50 0.81 22.75 212.50 0.00 0.00 0.00 0.00 1,876.67 1552.50 3.07 86.35 195.50 0.00 0.00 0.00 0.00 494.55 1687.50 0.81 22.75 212.50 0.00 0.00 0.00 0.00 I W Title Block Line 1 You can changes this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Wood Beam Project Title: Engineer: Project Descr: Description : Purlin-Failed Load Combination Max Stress Ratios Segment Length Span # M V Cd C FN C i Cr C m C t C I Moment Values M fb Project ID: Printed 19 DEC 201E 7 56PA richZ0%ktop116W00-11G MA-1.EC6 1983.2015, hik ;6.15:4.11, Ver 6.15.4.11 TNE:41 Ll [Clio I it 11INTA _ Shear Values F'b V fv F'v Lengm = n.0 Ti 1 0.986 0.360 1.15 1.000 1.00 1.00 1.00 1.00 1.00 17.31 1,531.14 1552.50 2.51 70.45 195.50 +D+0.60W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 25.0 ft 1 0.229 0.084 1.60 1.000 1,00 1.00 1.00 1.00 1.00 5.59 494.55 2160.00 0.81 22.75 272.00 +D+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 25.0 ft 1 0.229 0.084 1.60 1.000 1.00 1.00 1.00 1.00 1.00 5.59 494.55 2160.00 0.81 22.75 272.00 +D+0.750Lr+0.750L+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 25.0 ft 1 0.229 0.084 1.60 1.000 1.00 1.00 1.00 1.00 1.00 5.59 494.55 2160.00 0.81 22.75 272.00 +D+0.750L+0.750S+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 25.0 ft 1 0.709 0.259 1.60 1.000 1.00 1.00 1.00 1.00 1.00 17.31 1,531.14 2160.00 2.51 70.45 272.00 +D+0.750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 25.0 ft 1 +0.60D+0.60W+0.60H 0.709 0.259 1.60 1.000 1.00 1.00 1.00 1.00 1.00 17.31 1,531.14 2160.00 2.51 70.45 272.00 Length = 25.0 ft 1 0.137 0.050 1.000 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 +0.60D+0.70E+0.60H 1.000 1.00 1.00 1.00 1.00 1.00 3.35 296.73 2160.00 0.49 13.65 272.00 Length = 25.0 ft 1 0.137 0.050 1.60 1.000 1.00 1.00 1.00 1.00 1.00 3.35 296.73 0.00 2160.00 0.00 0.49 0.00 13.65 0.00 272.00 Overall Maximum Deflections Load Combination Span Max. " " Defl Location in Span Load Combination Max. "+" Def! Location in Span +D+S+H 1 1.4505 12.591 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 3.395 3.395 Overall MINimum 0.537 0.537 +D+H 0.895 0.895 +D+L+H 0.895 0.895 +D+1_r+H 0.895 0.895 +D+S+H 3.395 3.395 +D+0.750Lr+0.750L+H 0.895 0.895 +D+0.750L+0.750S+H 2.770 2.770 +D+0.60W+H 0.895 0.895 +D+0.70E+H 0.895 0.895 +D+0.750Lr+0.750L+0.450W+H 0.895 0.895 +D+0.750L+0.750S+0.450W+H 2.770 2.770 +D+0.750L+0.750S+0.5250E+H 2.770 2.770 +0.60D+0.60W+0.60H 0.537 0.537 +0.60D+0.70E.4601-1 0.537 0.537 D Only 0.895 0.895 Lr Only L Only S Only 2.500 2.500 W Only E Only H Only Title Block Line 1 Project Title: You can changes this area Engineer: Proiect ID: using the "Settings" menu item Project Descr: and then using the "Printing & 9T-STVR� J,u'P`V , Title Block" selection. 1 ,r Title Block Line 6 Feted: 19 DEC 2016. 81 4KI Wood ftam File =C,�usmr ioz'Deskropstst> 1�GATtia-1.1_cs y ERCALC, INC.1983 3095, Bultl-6.16:4,11, Ver6.15:4.11 EN Description : , Purlin CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 2,400.0 psi E: Modulus of Elasticity Load Combination ASCE 7-10 Fb - Compr 1 850 0 si Eb d 1 800 0 Wood Species : DF/DF Wood Grade :24F - V4 Beam Bracing : Completely Unbraced F, Fc - Prll 1,650.0 psi Fc - Perp 650.0 psi Fv 265.0 psi Ft 1,100.0 psi U" - xx Eminbend - xx . ksi 930.0 ksi Ebend- yy 1,600.0 ksi Eminbend - yy 830.0 ksi Density 31.20pcf Span = 25.0 ft Applied Loads _...._.....__._... . ............. ........ ---......._.._... --.._..._......---- ... Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load : D = 0.030, S = 0.10 , Tributary Width =1.0 ft Point Load : D = 0.0760 k a() 3.0 It DESIGN Maximum Bending Stress Ratio = 0.667.1 Maximum Shear Stress Ratio - 0.193 : 1 Section used for this span 3.125x13.5 Section used for this span 3.125x13.5 fb : Actual 1,388.67psi fv : Actual = 58.80 psi FB: Allowable 2,081.97psi Fv : Allowable = 304.75 psi Load Combination +D+S+H Load Combination +p+S+H Location of maximum on span = 12.409ft Location of maximum on span = 0.000 ft Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1 Maximum Deflection Max Downward Transient Deflection 0.767 in Ratio= 391 Max Upward Transient Deflection 0.000 in Ratio= 0 <240 i Max Downward Total Deflection 1.080 in Ratio= 277 Max Upward Total Deflection i 0.000 in Ratio= 0 <180 __....._ .......... _ ... _ ._. ........ _ .- ....... Maximum Forces & Stresses for Load Combinations ......... ............... _.... _ ...... ........... - - ......... Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V C d C FN C i Cr C m C t C L M fb Fb V fv F'v +D+H Length = 25.0 It 1 0.217 0.077 0.90 1.000 1.00 1.00 1.00 1.00 0.86 3.17 401.12 0.00 1849.88 0.00 0.51 0.00 0.00 18.25 238.50 +D+L+H Length = 25.0 It 1 0.204 0.069 1.00 1.000 1.00 1.000 1.00 1.00 1.00 1.00 1.00 1.00 0.86 1.00 0.82 0.00 0.00 0.00 0.00 40+Lr+H 1.000 1.00 1.00 1.00 3.17 401.12 1.00 0.82 1962.08 0.00 0.51 0.00 18.25 265.00 0.00 0.00 Length = 25.0 It 1 0.188 0.055 t +D+S+H 1.25 1.000 1.00 1.00 1.00 1.00 0.71 3.17 401.12 2137.02 0.51 18.25 331.25 Length = 25.0 It 1 0.667 0.193 1.15 1.000 1.00 1.000 1.00 1.00 1.00 1.00 1.00 1.00 0.71 1.00 0.75 10.98 1,388.67 0.00 2081.97 0.00 0.00 0.00 +D+0.750Lr+0.750L+}{ 1.000 1.00 1.00 1.00 1.00 0.75 0.00 1.65 0.00 58.80 304.75 0.00 0.00 Length = 25.0 ft 1 0.188 0.055 1.25 1.000 1.00 1.00 1.00 1.00 0.71 3.17 401.12 2137.02 0.51 18.25 331.25 Title Block Line 1 Project Title: You can changes this area Engineer: Protect ID: using the "Settings" menu item Project Descr: and then using the "Printing & Title Block" selection. Title Block Line 6 Painted. 19 DEC 2016. 8' 141 i WOO( BeamFIe=C:XUsaslricuDmktop116000O-•11GATEWA-1.LC6 ENERCALC, INC. 1983-2415, aiki:6.15.4.11, Ver.6.15.4.11 Description : Purlin 40 zu Load Combination Max Stress Ratios Segment Length Span # M V C d C FN C i Cr C m Ct C Moment Values Shear Values M -Pb +D+0.750L+0.750S+H 1.000 1.00 1.00 1.00 1.00 L 0. 71 fb V fv F'v Length = 25.0 ft 1 0.548 0.160 1.15 1.000 1.00 1.00 1.00 1.00 0.75 0.00 0.00 0.00 0.00 +D+O.60W+H 1.000 1.00 1.00 1.00 1.00 0.75 9.03 1,141.77 2081.97 1.37 48.66 304.75 Length = 25.0 ft 1 0.179 0.043 1.60 1.000 1.00 1.00 100 1.00 0.58 0 0.00 0.00 +D+0.70E+fi 1.000 1.00 1.00 . 1.00 1.00 0.58 3.17 401.12 2243.89 0.510.00 18.25- 424.00 Length = 25.0 ft 1 0.179 0.043 1.60 1.000 1.00 1.00 1.00 1.00 0.58 3.17 0.00 0.00 0.00 0.00 +D+0.750Lr+0.750L+0.450W+H 401.12 2243.89 0.51 18.25 424.00 Length = 25.0 ft 1 0.179 0.043 1.60 1.000 1.00 1.001.00 1.00 0.58 0.00 0.00 0.00 0.00 +D+0.750L+0.750S+0.450W++f 31.00 .17 401.12 2243.89 0.51 18.25 424.00 Length = 25.0 ft 1 0.509 0.115 1.60 1.000 1.00 1.000.00 1.00 1.00 0.58 0.00 0.00 0.00 +D+0.750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.00 1.00 0.58 9.03 1,141.77 2243.89 .37 48.66 424.00 Length = 25.0 ft 1 0.509 0.115 1.60 1.000 1.00 1.00 1.00 1.00 0.58 0.00 1.37 0.00 0.00 +0.601)460*4601`1 1.000 1.00 1.00 1.00 1.00 0.58 9.03 1,141.77 2243.89 48.66 424.00 Length 25.0 ft 1 0.107 0.026 1.60 1.000 1.00 1.00 100 100 0.58 0 0.00 0.00 +0.60D+0.70E+0.60H 1.000 1.00 1.00 . 1.00 . 1.00 0.58 1.90 240.67 2243.89 0.31 10.95 424.000.00 Length = 25.0 ft 1 0.107 0.026 1.60 1.000 1.00 1.00 1.00 1.00 0.58 1.90 1 0.00 0.00 Overall Maximum Deflections 240.67 2243.89 0.30.00 10.95 424.00 Load Combination Span Max. " " Defl Location in Span Load Combination "+° +D+S+H Max. Defl Location in Span 1 1.0798 12.500 Vertical Reactions 0.0000 0.000 Load Combination Support 1 Support 2 Support notation :Far left is #1 Values in KIPS Overall MAXimum 1.806 1 748 Overall MINimum 0.334 0.299 +D+H 0.556 0.498 +D+L+H 0.556 0.498 +D+Lr+H 0.556 0.498 +D+S+H 1.806 1.748 +D+0.750Lr+0.750L+H 0.556 0.498 +D+0.750L+0.750S+H 1.494 1.436 +D+0.60W+H 0.556 0.498 +D+0.70E+H 0.556 0.498 +D+0.750Lr+0.750L+0.450W+H 0.556 0.498 +D+0.750L+0.750S+0.450W+H 1.494 1.436 +D+0.750L+0.750S+0.5250E+H 1.494 1.436 40.60D40.60W+0.60H 0.334 0.299 +0.60D+0.70E+0.60H 0.334 0.299 D Only 0.556 0.498 Lr Only L Only S Only 1.250 1.250 W Only E Only H Only ENWENGINEERs NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS r9725 THIRD AVE NE, SUITE 207, SEATTLE, WA 98115 (206) 5257560 FAx (206) 5226698 PROJECT # PROJECT DATE SUBJECT SHEET OF BY --------------------------------------------------------------------------------_------------- ------------ - . : I i E i I -- - ------ ----------- ---------- --- -- - --r i i i : i i i i X -' = - -- i i ; ---- -.. -- -._. - - - - ,- _ - -- --- ? - - - - - : ! a I : - l.. - -+- -._ i ..._.._... - -'- ---- - --- - -.. t 1 I I __ I � i i i ! i ,�n \ i ; ; ! c �v i a -! i : : ; ; i : i 20 i ----------- --- I : I I i R 1 1 : : : ...__..._.___._.______._�_.__.___._ ._.._._._-_.__..... __.-.. _j-...__- -._.__ _ _____ ______ ______ __------- ----------- _. _. _ _ _______ --------- ____ __ _ ______ ___-.----- ____..___ _—__ _ ______ _ ________ _____ _ ____ _ ___.__ _ ___. ___ i , i i ___.__--___.__ .__ ._. .. .... .... .... .... __ _..- ..._. .... ..__ _... _._ -_-- _.. ...... _._. ..._. .__ ------___.._. _ _-...._._.. -- ._...__..1..___.- __.__._. __...__ I I r -- - - _ -- - ---- - - -- -------- - - -- - - - -----'�� -- ---- - -- - -- -- I I I : ; -�-- --- - - - --- . 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Title Block Line 6 r; Wood Beam Description : Glu -Lam CODE REFERENCES Project Title: Engineer: Project Descr: Eysgsr j� (=5rw -LAM Proiect ID: Printed. 19 DEC 2016. 821P;1 = C:1Usets*hzlDmktop1160000--11GATEWA- l.EC6 ICALC, INC. 1963-2015, Build:6.15.4.11. Ver.6.15.4.11 Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 0.978 1 Maximum Shear Stress Ratio - n 0.391 : 1 Section used for this span 6.75x34.5 Load Combination Set: ASCE 7-10 6.75x34.5 fb : Actual = 2,184.76psi fv : Actual = Material Properties FB: Allowable = 2,233.73psi Fv : Allowable = 304.75 psi Analysis Method: Allowable Stress Design Fb - Tension 2,400.0 psi E: Modulus of Elasticity Load Combination ASCE 7-10 Fb - Compr 1,850.0 psi Ebend- xx 1,800.Oksi 1.00 Fc - Prll 1,650.0 psi Eminbend - xx 930.0 ksi Wood Species : DF/DF Fc - Perp 650.0 psi Ebend- yy 1,600.0 ksi Wood Grade :24F - V4 Fv 265.0 psi Eminbend - yy 830.Oksi Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling 1,100.0 psi Density 31.20pcf 6.75x34.5 Span = 46.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load : D = 0.2250, S = 0.6250 , Tributary Width =1.0 ft Point Load : D = 0.6040 k an, 27.50 ft Maximum Bending Stress Ratio = 0.978 1 Maximum Shear Stress Ratio - n 0.391 : 1 Section used for this span 6.75x34.5 Section used for this span 6.75x34.5 fb : Actual = 2,184.76psi fv : Actual = 119.17 psi FB: Allowable = 2,233.73psi Fv : Allowable = 304.75 psi Load Combination ' Location of maximum on span = P +p+S+H 23.336ft Load Combination Location of maximum on span = +D+S+H Span # where maximum occurs = i Span # 1 Span # where maximum occurs = 43.146 ft Span # 1 Maximum Deflection 1.00 Max Downward Transient Deflection 1.523 in Ratio = 362 0.00 Max Upward Transient Deflection 0.000 in Ratio = 0 <240 1.00 Max Downward Total Deflection 2.243 in Ratio = 246 1.00 Max Upward Total Deflection 0.000 in Ratio = 0 <180 703.96 1942.37 5.91 38.07 Maximum Forces & Stresses for Load Combinations Load Gombination Segment Length +D+H Length = 46.0 ft +D+L+H Length = 46.0 ft +D+Lr+H �Length = 46.0 ft 1+p+S+H Length = 46.0 ft +D+0.750Lr+0.750L+H Length = 46.0 ft Max Stress Ratios Span# M V Cd CFN Ci Cr Cm C t Ct Moment Values M fb Fb Shear Values V fv F'v 1 0.403 0.160 0.90 0.809 1.00 1.00 1.00 1.00 1.00 78.55 703.96 0.00 1748.14 0.00 5.91 0.00 38.07 0.00 238.50 0.809 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1 0.362 0.144 1.00 0.809 1.00 1.00 1.00 1.00 1.00 78.55 703.96 1942.37 5.91 38.07 265.00 0.809 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1 0.290 0.115 1.25 0.809 1.00 1.00 1.00 1.00 1.00 78.55 703.96 2427.97 5.91 38.07 331.25 1 0.809 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.978 0.391 1.15 0.809 1.00 1.00 1.00 1.00 1.00243.79 2,184.76 2233.73 18.50 119.17 304.75 0.809 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 1 0.290 0.115 1.25 0.809 1.00 1.00 1.00 1.00 1.00 78.55 703.96 2427.97 5.91 38.07 331.25 Title Block Line 1 Span Max. " " Dell Location in Span Load Combination Max. "+" Deft Location in Span +D+S+H 1 2.2430 23.168 0.0000 0.000 Project Title: Support notation : Far left is #1 Values in KIPS Load Combination SuJMart 1 Support 2 You can changes this area Overall MAXimum 20.953 21.072 Overall MINimum 4.018 Engineer: +D+H 6.578 6.697 Project ID: +D+L+H using the "Settings" menu item 6.697 +O+Lr+H 6.578 6.697 +D+S+H Protect Descr: +D+0.750Lr+0.750L+H 6.578 6.697 +D+0.750L+0.750S+H and then using the "Printing & 17.478 +D+0.60W+H 6.578 6.697 +D+0.70E+H 6.578 6.697 +D+0.750Lr+0.750L+0.450W+H 6.578 6.697 +D+0.750L+0.750S+0.450W+H Title Block" selection. 17.478 +D+0.750L+0.750S+0.5250E+H 17.360 17.478 +0.60D+0.60W+0.60H 3.947 4.018 +0.60D+0.70E+0.60H 3.947 4.018 D Only Title Block Line 6 6.697 Lr Only L Only S Only 14.375 Pnntpd. 19 DEC 2016 8:21 P's{ ` Wood Beam file = C.'1UseT0ChZZMkt0p11t 0-11GATEWA I.EC6 ENERCALC, INC. 1983-2U15, 8uifd:6.15.4.11, Ver 6.15.d.11 Description : Glu -lam Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V C d C FN C i C r C m C t C L M fb F'b V tv F'v +D+0.750L+0.750S+H 0.809 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 46.0 It 1 0.812 0.325 1.15 0.809 1.00 1.00 1.00 1.00 1.00 202.47 1,814.47 2233.73 15.35 98.90 304.75 +D+0.60W+H 0.809 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 46.0 It 1 0.227 0.090 1.60 0.809 1.00 1.00 1.00 1.00 1.00 78.55 703,96 3107.80 5.91 38.07 424.00 +D+0.70E+H 0.809 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 46.0 It 1 0.227 0.090 1.60 0.809 1.00 1.00 1.00 1.00 1.00 78.55 703.96 3107.80 5.91 38.07 424.00 +D+0.750Lr+0.750L+0.450W+H 0.809 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 46.0 It 1 0.227 0.090 1.60 0.809 1.00 1.00 1.00 1.00 1.00 78.55 703.96 3107.80 5.91 38.07 424.00 +D+0.750L+0.750S+0.450W+H 0.809 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 46.0 ft 1 0.584 0.233 1.60 0.809 1.00 1.00 1.00 1.00 1.00 202.47 1,814.47 3107.80 15.35 98.90 424.00 +D+0.750L+0.750S+0.5250E+H 0.809 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 - 0.00 Length = 46.0 ft 1 0.584 0.233 1.60 0.809 1.00 1.00 1.00 1.00 1.00 202.47 1,814.47 3107.80 15.35 98.90 424.00 +0.60D+0.60W+0.60H 0.809 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 46.0 If 1 0.136 0.054 1.60 0.809 1.00 1.00 1.00 1.00 1.00 47.13 422.38 3107.80 3.55 22.84 424.00 +0.60D+0.70E+0.60H 0.809 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 46.0 It 1 0.136 0.054 1.60 0.809 1.00 1.00 1.00 1.00 1.00 47.13 422.38 3107.80 3.55 22.84 424.00 Overall Maximum Deflections Load Comoinanon Span Max. " " Dell Location in Span Load Combination Max. "+" Deft Location in Span +D+S+H 1 2.2430 23.168 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination SuJMart 1 Support 2 Overall MAXimum 20.953 21.072 Overall MINimum 4.018 +D+H 6.578 6.697 +D+L+H 6.578 6.697 +O+Lr+H 6.578 6.697 +D+S+H 20.953 21.072 +D+0.750Lr+0.750L+H 6.578 6.697 +D+0.750L+0.750S+H 17.360 17.478 +D+0.60W+H 6.578 6.697 +D+0.70E+H 6.578 6.697 +D+0.750Lr+0.750L+0.450W+H 6.578 6.697 +D+0.750L+0.750S+0.450W+H 17.360 17.478 +D+0.750L+0.750S+0.5250E+H 17.360 17.478 +0.60D+0.60W+0.60H 3.947 4.018 +0.60D+0.70E+0.60H 3.947 4.018 D Only 6.578 6.697 Lr Only L Only S Only 14.375 14.375 W Only E Only H Only pro �ie�� ) Technologies SUBMITTAL Pr_ oiect CBRE Bldg 6 Date Tuesday, November 29, 2016 Contractor Seattle Mechanical REVIEWED r APPROVED i'. DEC 2 3 jo city of Tukwila BUILDING DIVISI RECEIVED CITY OF TUKWILA DEC 2 0 2016 PERMIT CENTER 4t Unit Project: CBRE Bldg 6 12/14/201E Prepared By: 07 01AIV 4t Unit Tag Cover Sheet Unit Report Certified Drawing Performance Report Unit Feature Sheet Spec Sheet raCKagea rcoortop bunaer 1.44 Page 2 of 11 Unit Report For 4t Unit Project: CBRE Bldg 6 12/14/201i~ Prepared By: 07:01ANi Unit Parameters Dimensions (ft. in.) & Weight (lb.) *** Unit Model: ........................ 48KCDA05A2A6-0A0A0 Unit Length: ......................................... 6 -2.375 -- Unit Size: ................................................ 05 (4 Tons) Unit Width: ........................................... 3' 10.75., Volts -Phase -Hertz: ..................................... 460-3-60 Unit Height: ......................................... 2' 9.375. Heating Type: ..................................................... Gas ... Total Operating Weight:...................... 604 Ib Duct Cfg:............ Vertical Supply / Vertical Return Low Heat "' Weights and Dimensions are approximate. Weight Single Stage Compressor Models does not include unit packaging. Approximate dimensions are provided primarily for shipping purposes. For exact dimensions and weights, refer to appropriate product data catalog. Lines and Filters Return Air Filter Type: ........................... Throwaway Return Air Filter Quantity: ....................................... 2 Return Air Filter Size: .............................. 16 x 25 x 2 Unit Configuration Medium Static Option Belt Drive AI/Cu - AI/Cu Base Electromechanical Controls Standard Packaging Warranty Information 1 -Year parts(std.) 5 -Year compressor parts(std.) 10 -Year heat exchanger - Aluminized(std.) No optional warranties were selected. NOTE: Please see Warranty Catalog 500-089 for explanation of policies and ordering methods. Ordering Information Part Number Description Quantity 48KCDA05A2A6-0AOAO Rooftop Unit 1 Base Unit Medium Static Option Belt Drive None Accessories CRECOMZR067A00 Ultra LOW LEAK - Vertical EconoMi$er X with solid-state W7220 1 controller raCl(agea Koor[op budder 1.44 Page 3 of 11 Certified Drawing for Q Unit Project: CBRE Bldg 6 12/14/201 Prepared By: 07: MA �N 1 -ve n tel LIC, OF= OCAT MERGE'COIL A,� No—", 1131 11-3/1 111611 LEFT 11)11 11001 N00' TOP �II le -1/2 —1 1101 x6D0¢ ]O Ile L 14/e 1111] [21]1 ueeel FRONT CONNECTION SIZES A 1 ]/0' 1151 DIA FIELD POSER SUPPLY ROLE 6 E' I5Di DIA POSER SUPPLY NNOCAOUT C t 3/1' (511 DIA GAME ACCESS PLUS D 710. 1221 DIA FIELD CONTROL SIRING WE E SI/ -I/ NPT CONDENSATE DRAIN F Ill' - I/ NPT GAS CORRECTION 6 2 112 • IN/l DIA POSER SUPPLY 5OCN-WT 10-tli 1I�— r U 1 -Il 21l ❑Q1 I 15 -Ile 11 .3.1 OUTSIDE 11-3/1 AFIRN AIR 1211 4M 12E1� SDPPLi AIA AIA 0 11.11/ 15)1] 1-ve ussl [toll !1111 [1St] 26-1/0 feezl ]I-1// RELIEF TR is (ill] FL"EF AIR AIR AIA�N RIGHT OA -O6 SINGLE ZONE ELECTRICAL 48KC000281 COOLING WITH GAS HEAT - Packaged Rooftop Builder 1.44 Page 4 of 11 14 1 AIR A VEL LIN Irlh,D111111043 IT UNI oA 11 PHASE) A IS PHASE) 2. & CENTER or GRAVITY i�i�i�� 3. 00� DIRECTION OF AIR FLO@ i4SXC: 05�iri� i"moi®® �N 1 -ve n tel LIC, OF= OCAT MERGE'COIL A,� No—", 1131 11-3/1 111611 LEFT 11)11 11001 N00' TOP �II le -1/2 —1 1101 x6D0¢ ]O Ile L 14/e 1111] [21]1 ueeel FRONT CONNECTION SIZES A 1 ]/0' 1151 DIA FIELD POSER SUPPLY ROLE 6 E' I5Di DIA POSER SUPPLY NNOCAOUT C t 3/1' (511 DIA GAME ACCESS PLUS D 710. 1221 DIA FIELD CONTROL SIRING WE E SI/ -I/ NPT CONDENSATE DRAIN F Ill' - I/ NPT GAS CORRECTION 6 2 112 • IN/l DIA POSER SUPPLY 5OCN-WT 10-tli 1I�— r U 1 -Il 21l ❑Q1 I 15 -Ile 11 .3.1 OUTSIDE 11-3/1 AFIRN AIR 1211 4M 12E1� SDPPLi AIA AIA 0 11.11/ 15)1] 1-ve ussl [toll !1111 [1St] 26-1/0 feezl ]I-1// RELIEF TR is (ill] FL"EF AIR AIR AIA�N RIGHT OA -O6 SINGLE ZONE ELECTRICAL 48KC000281 COOLING WITH GAS HEAT - Packaged Rooftop Builder 1.44 Page 4 of 11 � I�1�111111111�1 �A�1♦Dl♦S�I�1},� �N 1 -ve n tel LIC, OF= OCAT MERGE'COIL A,� No—", 1131 11-3/1 111611 LEFT 11)11 11001 N00' TOP �II le -1/2 —1 1101 x6D0¢ ]O Ile L 14/e 1111] [21]1 ueeel FRONT CONNECTION SIZES A 1 ]/0' 1151 DIA FIELD POSER SUPPLY ROLE 6 E' I5Di DIA POSER SUPPLY NNOCAOUT C t 3/1' (511 DIA GAME ACCESS PLUS D 710. 1221 DIA FIELD CONTROL SIRING WE E SI/ -I/ NPT CONDENSATE DRAIN F Ill' - I/ NPT GAS CORRECTION 6 2 112 • IN/l DIA POSER SUPPLY 5OCN-WT 10-tli 1I�— r U 1 -Il 21l ❑Q1 I 15 -Ile 11 .3.1 OUTSIDE 11-3/1 AFIRN AIR 1211 4M 12E1� SDPPLi AIA AIA 0 11.11/ 15)1] 1-ve ussl [toll !1111 [1St] 26-1/0 feezl ]I-1// RELIEF TR is (ill] FL"EF AIR AIR AIA�N RIGHT OA -O6 SINGLE ZONE ELECTRICAL 48KC000281 COOLING WITH GAS HEAT - Packaged Rooftop Builder 1.44 Page 4 of 11 Certified Drawing for Q Unit Project: CBRE Bldg 6 12/14/201E Prepared By: 07.01AN ®m®mmmmm®me�oo© ,�STAJDAID UNIT 1EIGHT IS $]IN 101 GAS NEAT AND 117MT PACKAGING. OTHER OPTIONS AND WES44AFIES, REFER TO THE PRODUCT DATA CATALOG. CORNER A CORNEI CORNER D CORNER C TOP FRONT NaCKaged Rooftop Builder 1.44 Page 5 of 11 Certified Drawing for Q Unit Project: CBRE Bldg 6 12/14/201 Prepared By: 07:01A Service Clearance tn:.wnoN MMEN310Y COMMON dun 1719 mm1 . IbO —d k—O K 4 Wn(457mm) • No dls=nla,EOrM eE OJW eptmn • qe minded s-W=cearmee IZirr 1 mm m m ckgmm B 42411(1097 mid 19411 914 •SrfnrM d—Im b elwdul (e.y.,ntl9t 9n7urrrcll; •Str(90 bcbnd 99nimr4 docM.ro rm-.cndyclM c. .,�wal, �ccl sp-Rial10urces ue xa n n.ot . 4 " 3Wn(914mm) 19411 97 •ikk mndero9tedmYlkmed . Milman d99m1c9 41Wr11149 mm1•ND Q4n 1007 M•3. Med15 e9¢eS1 Mlsaroxnmmd69tle matern b b&kd..e-1, —Ud a..,n t.% * n$enoMeruNl t7 mm) 717'Ud •.bed[T9r 00ptemUEI90/dEIdR Tf2!1189 m9ces wtntn liF R.91tn: WEi1 1118 adkt ..._...._.__a.........-.........�......... �...........�•.. r:y,ranxw, rrgn�w.,rgm gwnw'.v m any ap11dt9n pomp{ 91lt1rl809b32f:IEtI0r.9rverpalM9rance3. Packaged Rooftop Builder 1.44 Page 6 of 11 33 15/18° INSULATED COVER Attn- Tag: A� ....�. �7D7/r � 18 5I8 5' - -71111'- -I -7 DESCRIPTION CURB SHOWN IS CDI STANDARD CONFIGURATION CDI RESERVES THE RIGHT TO CHANGE LAYOUT WITHOUT NOTIFICATION. IF CURB IS NEEDED IN A DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED PRIOR TO PLACING AN ORDER. OPERATIONAL HEIGHT OF CDI ADAPTER IS s" LESS THAN OVERALL CURB HEIGHT SHOWN. 31CURBS_CURB_A0APTERSI7-X)=-7000( CURS AOA -%X-11, 1- 73"---� 1-5005-4000 NAI 196.14 OSS Performance Summary For 4t Unit Project: CBRE Bldg 6 12/14/2011 Prepared By: 07:01AN Part Number:48KCDA05A2A6-OAOAO ARISEER: ................................................................................................................................................... 14.00 Base Unit Dimensions UnitLength: ............................................................................................................................................. 74.4 in UnitWidth:.............................................................................................................................................. 46.8 in UnitHeight: ............................................................................................................................................. 33.4 in Operating Weight BaseUnit Weight: .................................................................................................................................... 544 Ib MediumStatic Option Belt Drive: ............................................................................................................... 10 Ib Accessories Ultra LOW LEAK - Vertical EconoMi$er X with solid-state W7220 controller: ....................................... 50 Ib TotalOperating Weight: ........................................................................................................................... 604 Ib Unit UnitVoltage -Phase -Hertz: ............................................................................................................... 460-3-60 AirDischarge: .................................................................................................................................... Vertical FanDrive Type: ....................................................................................................................................... Belt ActualAirflow: ........................................................................................................................................1600 CFM Site Altitude: 0 ft Cooling Performance CondenserEntering Air DB: .................................................................................................................... 95.0 F Evaporator Entering Air DB: ........................................................ ............................................................ 80.0 F Evaporator Entering Air WB: ................................................................................................................... 67.0 F EnteringAir Enthalpy: ........................................................................................................................... 31.44 BTU/Ib EvaporatorLeaving Air DB: ..................................................................................................................... 58.3 F EvaporatorLeaving Air WB: .................................................................................................................... 57.4 F EvaporatorLeaving Air Enthalpy: .......................................................................................................... 24.67 BTU/Ib GrossCooling Capacity: ....................................................................................................................... 48.73 MBH GrossSensible Capacity: ...................................................................................................................... 37.51 MBH CompressorPower Input: ....................................................................................................................... 4.00 kW CoilBypass Factor: ............................................................................................................................... 0.146 Heating Performance HeatingAirflow: ...................................................................................................................................... 1600 CFM EnteringAir Temp: ................................................................................................................................. 70.0 F LeavingAir Temp: ................................................................................................................................. 104.1 F GasHeating Input Capacity: ................................................................................................................... 72.0 MBH GasHeating Output Capacity: ........................................................................................................ 0.0/59.0 MBH TemperatureRise: ..................................................................................................................................34.1 F ThermalEfficiency (%): ........................................................................................................................... 82.0 Supply Fan ExternalStatic Pressure: ......................................................................................................................... 1.00 in Options / Accessories Static Pressure wg Economizer: ................................................................................................................................ Total Application Static (ESP + Unit Opts/Acc.):....................................................................................1.07 0.07 in wg FanRPM: in wg ............................................................................................................................................... FanPower: 1310 ................................................................................1.13 NOTE:....... The Selected Indoor Fan Motor requires a Field -Supplied Drive (RPM Range: 920 -1303). BHP Electrical Data VoltageRange: ............................................................................................................................... 414-506 Compressor#1 RLA:................................................................................................................................. 6.2 Compressor#1 LRA: .................................................................................................................................. 41 Outdoor Fan Motor Qty: .................................................................... OutdoorFan FLA(ea): .............................................................................................................................. 0.8 raCKagea Koottop Builder 1.44 Page 7 of 11 Performance Summary For 4t Unit 'roject: CBRE Bldg 6 12/14/201 'repared By: 07:01AF IndoorFan Motor Type: .......................................................................................................................... MED IndoorFan Motor FLA: .............................................................................................................................. 2.5 CombustionFan Motor FLA(ea): ............................................................................................................ 025 PowerSupply MCA: ................................................................................................................................... 12 PowerSupply MOCP (Fuse or HACR):......................................................................................................15 Disconnect Size FLA: DisconnectSize LRA: ................................................................................................................................ 61 Electrical Convenience Outlet: .............................................................................................................. None Control Panel SCCR: 5kA RMS at Rated Symmetrical Voltage Acoustics Sound Power Levels, db re 10E-12 Wafts Advanced Acoustics Advanced Accoustics Parameters 1. Unit height above ground: .................................. Discharge Inlet Outdoor 63 Hz 88.1 88.0 90.9 125 Hz 82.7 79.8 84.6 250 Hz 74.7 66.4 79.5 500 Hz 70.4 64.0 77.9 1000 Hz 66.9 63.2 76.5 2000 Hz 61.5 57.2 71.1 4000 Hz 63.2 52.8 66.9 8000 Hz 58.6 45.6 62.5 A -Weighted 74.0 69.4 81.0 Advanced Acoustics Advanced Accoustics Parameters 1. Unit height above ground: .................................. 30.0 ft 2. Horizontal distance from unit to receiver: ........... 50.0 ft 3. Receiver height above ground: ............................ 5.7 ft 4. Height of obstruction: ........................................... 0.0 It 5. Horizontal distance from obstruction to receiver: .0.0 ft 6. Horizontal distance from unit to obstruction:........ 0.0 ft Detailed Acoustics Information Octave Band Center Freq. Hz 63 125 250 500 1 k 2k 4k 8k Overall A 90.9 84.6 79.5 77.9 76.5 71.1 66.9 62.5 92.4 Lw B 64.7 68.5 70.9 74.7 76.5 72.3 67.9 61.4 80.8 LwA C 58.5 52.2 47.1 45.5 44.1 38.7 34.5 30.1 60.0 L D 32.3 36.1 38.5 42.3 44.1 39.9 35.5 29.0 48.4 L A Packaged Rooftop Builder 1.44 Page 8 of 11 Performance Summary For 4t Unit Project: CBRE Bldg 6 12/14/201E Prepared By: 07:01AIV Legend A Sound Power Levels at Unit's Acoustic Center, Lw B A -Weighted Sound Power Levels at Unit's Acoustic Center, LwA C Sound Pressure Levels at Specific Distance from Unit, Lp D A -Weighted Sound Pressure Levels at Specific Distance from Unit, LpA Calculation methods used in this program are patterned after the ASHRAE Guide; other ASHRAE Publications and the AHRI Acoustical Standards. While a very significant effort has been made to insure the technical accuracy of this program, it is assumed that the user is knowledgeable in the art of system sound estimation and is aware of the tolerances involved in real world acoustical estimation. This program makes certain assumptions as to the dominant sound sources and sound paths which may not always be appropriate to the real system being estimated. Because of this, no assurances can be offered that this software will always generate an accurate sound prediction from user supplied input data. If in doubt about the estimation of expected sound levels in a space, an Acoustical Engineer or a person with sound prediction expertise should be consulted. 2.0 1.5 3 C 0.5 - 0.0 0.0 Fan Curve 0.5 1.0 1.5 2.0 2.5 3.0 3 I .5 4 I .0 Airflow (CFM - thousands) RPM = 1310 BHP = 1.13 Maximum RPM = 2100 Maximum BHP = 2.90 Note: Please contact application engineering for selections outside the shaded region. SC - System Curve RP - Rated Point vaCKaged Rooftop Builder 1.44 Page 9 of 11 13 RP 1 , 1I t RPM , 17 R M 1900 RPM 2100 RP 1100 RPM 900 RPM 700 RPM L \ \ 5.00 BH 00 RPM\ 300 RPM \\\ \ BHP 1. BHP j 2. BH HP \X J\ 3 BHP \'( • \ A \ .1 1 1 _ I I I 0.5 1.0 1.5 2.0 2.5 3.0 3 I .5 4 I .0 Airflow (CFM - thousands) RPM = 1310 BHP = 1.13 Maximum RPM = 2100 Maximum BHP = 2.90 Note: Please contact application engineering for selections outside the shaded region. SC - System Curve RP - Rated Point vaCKaged Rooftop Builder 1.44 Page 9 of 11 Unit Feature Sheet for 4t Unit Project: CBRE Bldg 6 12/14/201 Prepared By: 07:01AIV Ecca rrc e r . Q WeatherMakee — 48KC PACKAGED ROOFTOP GAS HEATING/ELECTRIC COOLING UNITS -14 SEER 3, 4, 5 TONS RrT Q Ptrmn OOM WEATHERMAKER SERIES WeatherMaker 48KC (14 -SEER) units are one-piece gas heating, electric cooling units that are pre -wired and charged with Puron (R-410) refrigerant They are factory tested in both heating and cooling modes, and rated in accordancewith AHRI Standards 210)240. WeatherMaker units are designed in accordance with UL Standard 1995, and listed by the Underwriters' Laboratories. Approved and certified by: r tN•aeNAr••O•,atl rwl•Y1•MrW,• C us •.•�•., ••r, rreprnra w�eyn� aim• �w CortiflNtd to ISO 9001 Packaged Rooftop Builder 1.44 STANDARD FEATURES INCLUDE: • Puron (R -410A) HFC refrgernrrt • 94eetsandexoeedsASMAE90.1energy efficiency levels • Scroll comprassont with ariamalfne break and overload protection • Single-staga000rngeopocitycontrol • SEER'supto14.0.EER'supto12.0 • Acutra "r tafdgerantmeterieg system • Exclusive nonconoslwcomposite condensate pan inaccordance with ASHRAE Standard 62, sloping design, side orcenterdran • Standard cooing operation up to 115•F(46•C) and down to 401F (4•C) - down to 251 F (41 C) with winter start M. • Pro -painted exteriorpone Isandprimer-coated interiorpanetstested to 500 hourssaltsproy protection • Fully insulated cabinet • Exch sive IGC sofdstate central for on -board diagnostic& with LED errorcode designation bumercontrol logic and energy saving indoor fan motor delay • Low MOxmodels that meetCa fomisAirQuaTRyMriagement • Induced draft gas host combustion design • Redundant gas vaMswith uptotwo stogesofheating • Low pressure and high pressure switch protected. MAINTENANCE FEATURES: • Access panels with easygrlp handles • Innovative easy starting, no -strip spews on unit access panels • Two-inch disposable retum airflEers and Toot -less filter actressdoor • Direct Drive —ECM ardoormotor is standard with optional bet drive systems • Terminal board facilitating ample safety circuit troubleshooting and simli fled control box arrangement • Exclusive IOCsoid-statecontrolforonboarddiognosticswittiLED error code designation, bumercontrol logic and energy saving indoor fan motor delay. INSTALLATION FEATURES: • ThnHha-bottompowerenbyoupabity • Single point got arid electric connections • Full perimeterbe" mill with built-in tggng adapters and fork slots • Fold convartiblefrom ve&=Itohoimontelak%w STANDARD WARRANTY: • 10-yearheatexchanger— '15-yearstainksssteel option • 5-yearcompressor' • t Aarpods • Many optonalup9radasalso available OPTIONS INCLUDE BUT ARE NOT LIMITED TO: • Pmfrkd ink and RTU Open Multi Protocol DDC Cmrtrots • Supply and Return Air Smoke Detectors. high static motors • Louvered condensercoilguards • Disconnect switch and convanionce outlet options • StanlessSteetheatexehangereption • corrosion resistant Cal costing. • Hiphstatic motor options • Patented HumidWiZeeadaptivedehumidificstionsystem. Thisoption also includes Womrster I controls • HF rged access panels • Integrated economizarsystem. Standard and Ube Low Leak versions Fora complete list of options and aecesscriesteferto the Product Date Catalog forthis unit Page 10 of 11 Spec Sheet for A Unit Project: CBRE Bldg 6 12/14/201 Prepared By: 07:01A Packaged Rooftop Builder 1.44 Page 11 of 11 PERMiT �04RD COPY . PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: M16-0189 DATE: 12/20/16 PROJECT NAME: CBRE SITE ADDRESS: 12787 GATEWAY DR X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Public Works ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) W Notation: ku, S REVIEWER'S INITIALS: Fire Prevention Structural ❑ Planning Division ❑ Permit Coordinator ❑ DATE: 12/20/16 Structural Review Required ❑ DATE: DUE DATE: 01/17/17 Approved with Conditions Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/.18/2013 IECS INC Home I spanoI Contact. Safety & Health AMk Washington State Department of Labor & Industries IECS INC Page 1 of 3 Search A -Z Index Help my L&I Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson PO Box 19252 SEATTLE, WA 98109-1252 Principals 206-939-9495 HUMPHREY, GEORGE, PRESIDENT KING County Doing business as IECS INC WA UBI No. Business type 601 639 846 Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. .......................................................... Meets current requirements. License specialties HeatingNent/Air-Conditioning and Refrig (HVAC/R) License no. IECS***044QL Effective — expiration 11113/1996-11/20/2018 Bond $6,000.00 No bond accounts during the previous 6 year period. Effective date Insurance 11/20/2001 Nationwide Mutual Ins Co $1,000,000.00 Policy no. N/A ACPACT07515636456 Received by L&I Effective date 07/28/2016 08/01/2013 Expiration date 08/01/2017 Insurance history Savings (in lieu of bond) $6,000.00 Received by L&I Effective date 11/20/2001 11/20/2001 Release date Impaired date N/A N/A Savings account ID Savings history Lawsuits against the bond or savings No iawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No 91'tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. https:Hsecure.Ini.wa. gov/verify/Detail.aspx?UBI=601639846&LIC=IECS * * * 044QL&SAW= Help us improve 12/23/2016 IECS INC License Violations ........................................... No license violations during the previous 6 y__. 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. 845,304-01 ......................... Doing business as SEATTLE MECHANICAL Estimated workers reported Quarter 3 of Year 2016 "11 to 20 Workers" L&I account representative T4 / ALISON WOODWARD (360)902-4629 - Email: WOAL235@lni.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 06/14/2016 Under appeal. The results of the inspection are Inspection no. being challenged. 317939701 Date of appeal Location 09112/2016 6428 California Ave SW Seattle, WA 98109 Inspection results date 03/31/2015 Violations Inspection no. 317935645 Location 13028 Interurban AVE Tukwila, WA 98178 Inspection results date 04/09/2013 Inspection no. 316583194 Location 940 NE Park Dr Issaquah, WA 98029 Inspection results date 12/11/2012 Inspection no. 316257716 Location 3325 South 116th Building #2 Seattle, WA 98168 Violations Under appeal. The results of the inspection are being challenged. Date of appeal 10/12/2015 Inspection results date 04110/2012 Violations Inspection no. 315954495 Location 300 Park Ave Bremerton, WA 98337 Page 2 of 3 Help us improve https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=601639846&LIC=IECS***044QL&SAW= 12/23/2016