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HomeMy WebLinkAboutPermit M09-089 - TEAMSTERS BUILDINGTEAMSTERS BUILDING 14675 INTERURBAN AV S M09 -089 Parcel No.: Address: Suite No: Tenant: Name: Address: Owner: Name: Address: Contact Person: Name: Address: 3365901365 14675 INTERURBAN AV S TUKW JACOB BROCK 1221 2ND AVE N , KENT WA Contractor: Name: HERMANSON COMPANY LLP Address: 1221 2ND AV N , KENT, WA Contractor License No: HERMACLOO5BJ DESCRIPTION OF WORK: REPLACE (1) COOLING TOWER AND (1) 1,000,000 BTU BOILER Value of Mechanical: 170,000.00 Type of Fire Protection: Furnace: <100K BTU >100K BTU Floor Furnace Suspended/Wall/Floor Mounted Heater Appliance Vent Repair or Addition to Heat /Refrig /Cooling System.... Air Handling Unit <10,000 CFM >10,000 CFM Evaporator Cooler Ventilation Fan connected to single duct Ventilation System Hood and Duct Incinerator: Domestic Comrnercial/Industrial doc: IMC -10/06 City* Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila4•Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.citukwila.wa.us TEAMSTERS BUILDING 14675 INTERURBAN AVE S , TUKWILA WA MECHANICAL PERMIT TEAMSTERS BUILDING ASSOCIAT 14675 INTERURBAN AVE S #307 , TUKWILA WA Fees Collected: $1,907.75 International Mechanical Code Edition: 2006 EQUIPMENT TYPE AND QUANTITY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *continued on next page ** M09 -089 Permit Number: M09 -089 Issue Date: 07/20/2009 Permit Expires On: 03/01/2010 Phone: Phone: 206 - 575 -9700 Phone: 206 - 575 -9700 Expiration Date: 08/25/2010 Boiler Compressor: 0 -3 HP /100,000 BTU 0 3 -15 HP /500,000 BTU 0 15 -30 HP /1,000,000 BTU.. 1 30 -50 HP /1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 0 Diffuser 0 Thermostat 0 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment 1 Printed: 10 -01 -2009 Permit Center Authorized Signature: % Date: I hereby certify that I have read and governing this work will be complied The granting construction Signature: Print Name: doc: IMC -10/06 • r the City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206- 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us ermit - oes not :/ e . th ed am autho Permit Number: M09 -089 Issue Date: 07/20/2009 Permit Expires On: 03/01/2010 ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. e to give a ority to violate or cancel the provisions of any other state or local laws regulating to sign and obtain this mechanical permit. Date: /0-/-0 / This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. M09 -089 Printed: 10 -01 -2009 Parcel No.: 3365901365 Address: Suite No: DESCRIPTION OF WORK: REPLACE (1) COOLING TOWER doc: IMC -10/06 City Of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 14675 INTERURBAN AV S TUKW Tenant: Name: TEAMSTERS BUILDING Address: 14675 INTERURBAN AVE S , TUKWILA WA Contact Person: Name: JACOB BROCK Address: 1221 2ND AVE N , KENT WA Contractor: Name: HERMANSON COMPANY LLP Address: 1221 2ND AV N , KENT, WA Contractor License No: HERMACLOO5BJ Value of Mechanical: 170,000.00 Type of Fire Protection: Furnace: <100K BTU >100K BTU Floor Furnace Suspended/Wall/Floor Mounted Heater Appliance Vent Repair or Addition to Heat/Refrig /Cooling System.... Air Handling Unit <10,000 CFM >10,000 CFM Evaporator Cooler Ventilation Fan connected to single duct Ventilation System Hood and Duct Incinerator: Domestic Commercial/Industrial MECHANICAL PERMIT Owner: Name: TEAMSTERS BUILDING ASSOCIAT Address: 14675 INTERURBAN AVE S #307 , TUKWILA WA EOUIPMENT TYPE AND QUANTITY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Phone: Phone: 206 - 575 -9700 Phone: 206 - 575 -9700 Expiration Date: 08/25/2010 M09 -089 07/20/2009 01/16/2010 Fees Collected: $1,907.75 International Mechanical Code Edition: 2006 Boiler Compressor: 0 -3 HP /100,000 BTU 0 3 -15 HP /500,000 BTU 0 15 -30 HP /1,000,000 BTU.. 0 30 -50 HP /1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 0 Diffuser 0 Thermostat 0 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment M09 - 089 Printed: 07 -20 -2009 Permit Center Authorized Signature: I hereby certify that I have read and e governing this work will be complied Signature: doc: IMC - 10/06 Print Name: V d-GO 4 /3 co e- Gc City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 4 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: M09 -089 Issue Date: 07/20/2009 Permit Expires On: 01/16/2010 Date: 0 r d this 'permit and know the same to be true and correct. All provisions of law and ordinances hether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit. Date: 7 /Z6 / ° 7 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. M09 -089 Printed: 07 -20 -2009 Parcel No.: 3365901365 Address: Suite No: Tenant: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us 14675 INTERURBAN AV S TUKW TEAMSTERS BUILDING PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: M09 -089 ISSUED 07/15/2009 07/20/2009 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 6: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 8: Readily accessible access to roof mounted equipment is required. 9: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 10: 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. 11: Manufacturers installation instructions shall be available on the job site at the time of inspection. 12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 14: 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 doc: Cond -10/06 M09 -089 Printed: 07 -20 -2009 City of Tukwila Building Official from requiring the correction of errors in the construction documents and other data. doc: Cond -10/06 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us * *continued on next page ** M09 -089 Printed: 07 -20 -2009 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Cond -10/06 .10-60 1J ° G� • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206- 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Date: • 7 /2-o1 M09 -089 Printed: 07 -20 -2009 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Tenant Name: Tc<s./^ sfcrs Property Owners Name: /a +5 Mailing Address: I (6 75 In kneAr b" Name: :L; 6 3rod< 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 Site Address: 1 In fGritir v, Av;✓ S Twk,.., ;/a 4/,/ Loco„) ? 6 3 4 i68 City CNTACT F Mailing Address: 1ZZ t 2, AVG /l/ K w 4 48o3L E -Mail Address: . 3 r O 4 -k e rro.A s," • c-on -, Company Name: Mc rnMekr C6 Mailing Address: 17.7-1 Znd Al k t , L1/7 //3c _ Contact Person: '^lo - 13 rac.14- E -Mail Address: Jbcu c,Ic horn. Contractor Registration Number: 14F gm /'t Cc_Q 5(33" Contact Person: E -Mail Address: Company Name: Mailing Address: Contact Person: E -Mail Address: I-1: \ Applications \Forms-Applications On Line\2009 Applications \1 -2009 - Mechanical Permit Application.doc Revised: 1 -2009 bh 1Y) I I'el ti t NQ. t4oq King Co Assessor's Tax No.: 3361013 65 Suite Number: Floor: New Tenant: ❑ Yes gr..No City State State Zip Day Telephone: 2.06. S'7 -9 700 Zip Fax Number: City State Zip Day Telephone: ?496 SAS 4 70o Fax Number: Expiration Date: V 20) U Company Name: Mailing Address: Zip State City Day Telephone: Fax Number: by Engineer of Record ENGINE OF State Zip City Day Telephone: Fax Number: Page 1 of 2 Unit Type: Qty Unit Type; Qty Unit Type: Qty ) rtCtlw tpt ®r. Qty Furnace <100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall /Floor Mounted Heater Ventilation System Wood /Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or addition to Heat/Refrig/Cooling System Incinerator— Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator— Comm/Ind Date Application Accepted: I 1 —.0q Date Application Expires: I I .-` l d Staff Initials: 1 Valuation of Project (contractor's bid price): $ 7U ()ad Scope of Work (please provide detailed information): Rip /ae Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement Fuel Type: Electric ❑ Indicate type of mechanical work being installed and the quantity below: BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: / Mailing Address: 1ZLI Z A� Gas ❑ H: \Applications \Forms - Applications On Line\2009 Applications \I -2009 - Mechanical Permit Application.doc Revised: 1 -2009 bh (f Other: 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). 1 HEREBY CERTIFY THAT 1 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. /V }teltf- J1 - is " Day Telephone: City Date: 7 / y /c '' Zo4. 75 17 State Zip Page 2 of 2 Receipt No.: R09 -01098 Payee: HERMANSON CO ACCOUNT ITEM LIST: Description • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 3365901365 Permit Number: M09 -089 Address: 14675 INTERURBAN AV S TUB:W Status: PENDING Suite No: Applied Date: 07/15/2009 Applicant: TEAMSTERS BUILDING Issue Date: Initials: WER Payment Date: 07/15/2009 09:28 AM User ID: 1655 Balance: $0.00 TRANSACTION LIST: Type Method Descriptio Amount Payment Check 19274 1,907.75 Authorization No. RECEIPT Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.0 PLAN CHECK - NONRES 000/345.830 Payment Amount: $1,907.75 1,526.20 381.55 Total: $1,907.75 doc: Receiot -06 Printed: 07 -15 -2009 Profect: Type of Inspection: \\ (/ /� /r Ad : 7 Date Called: Special Instructions: p4 (3S SJ v( ci cr— IWA.- ^- ' 6J7 � -PJ- -__, LA t/L L Date Wanted: . a. m , S V —t D Requester: Pho� 3 s _ ' I `54 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: r. PERMIT NO. (206)431 -3670 Inspector , vny Date: : -- , J $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: , 1 c 'iM..S." �-� V �+ Type of Inspection: f 1.-- f /‘' 61 1 A� dr A ( -; " 1 L A _ ` N J 1 � � br�.e Dat Called: Special Instructions: Date Wanted: 2 —1 ? — 1 a.m. P.m. Requester: Phone No: `(Y16 - 055 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 ❑ Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: Silo_ ,( (1-- V %e--ti.J O T1 O oS ti0 Le- 4-v e 0 , pa 60 4 .1 0 REINSPECTION FE REQUIRE / at 6300 Southcenter B vd., Suite 1 Date: , — t 8 —Iv P rior to inspection, fee must be 1 j 0. Call to schedule reinspection. Re ipt No.: 'Date: COMMENTS: l _D 60/*(0 e____I r A- 4,4j / 0/ - Jkl.i."..4 (P aT r ig . ( Li A- 6e , A. Address: 1.1 t9 15 1 efuf LA Al Date Called: (r ) cM1 ,2 a re A A 4 .V 1 -.. riAts,t pt Phone No: Z O 11) LA 11 - (0 254 Project: / STu t �` 1 E M J, l Type of Inspection:, �� f-, /�� lA , Address: 1.1 t9 15 1 efuf LA Al Date Called: -� Special Instructions: Date Wanted: I 0 '(S' () ��,m! p.m. Requester: Phone No: Z O 11) LA 11 - (0 254 `t om" - INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 IJ� 0 Approved per applicable codes. Corrections required prior to approval. Insp ctor: n A Date: r7 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: COMMENTS: 7,0 to _ c ` r t — (o Ls-,4 tv : ' - ({ c/'11-v Aral Type of,nspectign: ! 6 oi.a_ c;/tf,& e)tcf k,„ S e c. p P/) *,) A As ejvci ri, r 1(..L( e ( { ` - ' l"` 0-X, f r t 5 J '"_ L 'A ta A it, -, A r i -ag , , Date Wanted: Requester: Phone Pho No: _ ?.1 1a(0 (-'% (0 2s Project fro'r , n J , 1 0- Type of,nspectign: ! , v Address: _ _ / ( '4Vo -- (J'L/ /- \ Date Called: Special Instructions: /�-CSI �\ C!� � AI I ip J r ! J , °"l j ^ t ! fl I &V er (v 1 ` Date Wanted: Requester: Phone Pho No: _ ?.1 1a(0 (-'% (0 2s INSPECTION RECORD Aoei -0( Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 7 Apbroved per applicable codes. Inspecto : cm, 4,0‘, Date: J -(4 of IT $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: C orrections required prior to approval. COMMENTS: . 4 Type of Inspection: 1 - 74/4 ti?/ h-/,‘,/ 4 Date Called: ` e ) 'I' Date Wanted:, // /B p m Requester: Phone No: ac 4 - /// i 7J / 1 4 e to %Jfl ✓ ,) / S?4 ( i'o 74 '- i 11 hei AL --7/ .dti‘i f .,/'P 7/ i re � , � � $ 4' - '? / i 4 / - /2 7//f? A/fJ ,Bode /4vs7/47//f //4e s 0;/y #T /1,,u4///4 t 1/2'm /Zp21 Prnl / e"4/7 - 2-5 - 7k 4 45 &i• �d - Type of Inspection: 1 - 74/4 Address; , , i 7� e4411, Date Called: ` Special Instructions: Date Wanted:, // /B p m Requester: Phone No: ac 4 - /// Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION e` 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Recei,t No.: Date: (206)431 -3670 Corrections required prior to approval. v Date: r7 $ • 0 00 REINSPECTIO FEE R UIRED. Prior to inspection fee must be a' at 6300 Southce ter Blv ., Suite 100. Call to schedule reinspection. a/SID • (E) iI 4O - i csr. 10 MI MA 1 V.4130 III CIER 726- 1000 -3000 LSE ATOR (6 TOTAL) R C ENLARGEMENT. PLAN SLUE: (E) 11&1+0 riZr Aar .411rA N' r CDR -28- 1000 -3000 • ISOLATOR (6 TOTAL) * der. , t 11M11 IM E) L114414 IATDER (E)1645 � (E) 28 PROVIDE (6) WO BOLTS LOT(. BERLIN 11645 &UNIT ( ROOF DECK CTER- D3-1000 -3000 ISOLATOR O SECTION NTS 14645 O SECTION. C 1415 16 :15 & • .ATER ®SEC1 1ON NTs (E) 16X15 (E) DECK & 22H8 NOT SHOWN FOR CLARITY 16:15 (SEE PLAIN) (E) 116:25 BROVIDE MIN. ({•I BOLLS 10L ff11EEE111 6645 & W6T • r d \left m . • A. W6:15 (SEE PLAN) II6il9 (BEllEEN 1645) BALIDFORE ( W1- O36 -41L/HZ REPLACED w6T 3 166 (SEE PINT) L3 :3:310 BRACE (SEE PLAN) 311 r4 writs 9i*L (SEE PLAN) TEED TO 146 IITH 615. FILET' IE1D (r LONG 101.)• NOT SHOW RS CLARITY (PRONOF: )16 RLET r LONG RBI 101. N. MIEN L3xj:310 BRACES 0 14m1) (E) 1645 ASK (E) 22148 (E) NUS 18011E (E) 22148 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 17.2009 City of Tukwila BUILDING DIVISION, I W246 17246 z 11246 . 17246 d 112461 x m 11246 ROOF LLE LOW ROOF CEAD LOAD COMICAL OIITSI 7575 (792' 7-060 EARDOOE (a9E 1-05) 14'-0' r - 14'4' t-4 .r -0' X I I 4 . 146731 X X S-6" 516731 106731 1 0 x 7 - MLd6. ROOF FRAMING PLAN 4E 15 =0 25 P9' (SM. Is.L0) 1/' PSr il¢U rvnlsAM'07 mrxtve N HI(3AnP$t Dram 'f. 1.4.4 • SOIL CLASS MO RO CATE0111 II (le LO) 9:ISNIC 00101 CAIETOO 0 SA •I.4 . SI • OLWI Td 9596 Sdl - O F9S0 LATI11S: 47.17 LOCIDQ: -122.25 Ap 11p-LO SOt1N GENERAL STRUCTURAL NOTES (TIE FAL0VINC' APPLT HESS SW= O2ERNISE ON TIE: FLANS) . • • 1. ESIOL0I1D5A • L 130141.0009 01246 ® I 10246 m B. SIRKIIRIL SLED: L SIRR7IR#. STEEL (ECM F196WI5L ND ERECTION MILL BE BASED 01 DE 16T 'S ECIFICATI01 FIR TE 03101, FERICATIOI RV GEMINI OF T2arncr STEEL RR BUUDI1LS • LATEST IDLT2 1. RLLS', ALL REFEiE1QD -OHS 2. DLL 'f' (RICE RATE ammo 6J •O 6uO suns 9WL corm to ORM IP' SOLVES 9611.,C01100 TO 7525' 7572. FT • 50131. PLATES. 6RES UV WIER ita1ID 9WES 96LL OWN TO 16111 106., Fr •.J6 CL • a ALL COIECFIOI BOLLS Ai. 6ITUMID. commas 9011 E 7515 alts OF ammo) 90I1.1E 61060EA. 110 116FECIE15 INICOMOONOF 75114 TIE 7ISC SECIF1W710F10 SIWCDBY!. JOINTS 1.611Ci6WW125 01 A.410 ECM' Ile' 251116IA PRI 94X-TIOIT mHEL.TIaX 9011. WILT' TO All COEECTIONS, ALL, WIr WIESISYLL (ESTNOND. Siff. LIIESSICITIPO1ER759: 4. TIE 00lRACTOR.9WL 6E'NE5O6IIIE RR tE COODINAILOI OF TIE 91ECTIOIIOF aRI00L OETAOS SHOW IR THE COMICS. DE'oaDRICta< MILL ALSO OE FESP06163EFOR ALL. EIQTI2 *105 NO'AOINT AEPNIAT1061141 1e BUT ABE WT L111ED'I0 ERECTION MMES. LIFT Ia1S NO ODES AIM, ENDING TNOaOIES: lE6I6ED'160T WEE/C2 ROW F A C E 0II06I012 C R O W E & I 63 . ,LDO(aC 6Ma OaER, 6 75. BOUMEA. UN.IEg', NDI TA•SIOF MM. FORTS, S ALL EID6C.961L,E. 01 NFOOWQ I6T14 ammo At, som OS6O Naas CIDEDDISE EFL ' 2 i 7 25 - PEENT 2 E'MBOI•r7tT_IF® IVIESL6I1C - , fRa.flECaIORS.. ELLS AL161t SILL E TOW' COQINGI6�EI11ETEIDS nODS 01 MINS: air MOM SIZES MERE sap SIZE TO 46 511655 SIZE6 FAZED 11 IRIIE: wawa, HDNCIE E WFRENCII 146 (Ir EOOEO), sus: E FORO0ED16IIC L51 :1611 OL UECOWEm EED616:f aMtwas159N1 E. SETTLED TO'TLE OWE SIIESTIIICI AEIRT FWR1.7IE1BTFOE STAWBC FERICATIWIOQ'EIECDOL All's 1116,SNNL' EE TIMELY DEFECTED AT TIE S1TEV A ONLIFIED UVRECT6L ALL. 00ELETEIPEIEIRATId'i1C6/911l11.E:ILTWOOIICNLT TESTED AT TIE FLOW 63,511Ei71. A'ONLIFIE FIELD 11D SERE *FMB LID ISEEOIIED BY DE STIUCR 4C.13EOL IS. ESTO6IUEFOLOE1OTI ID'S W'A' E16 9Na5D E 920 01'FIEID' HIED IN 00011 TOIFACILITAIE DE 5D10116I1. STEEL EECTIOL , Is 118AO 11246 fin. 11b16 04- 0 8 q MILL ON S NE ARMIT GENIE , •- • PROJECT "SENSORS 06- 30-09 DATE. DS DESIGN DRANK * SKEET 0NE dmPalr4 4141101W Fre Plaw.226E5705. ' FQ 2E6E15.7737 • W4.441 vemcrberpinewitore 2013 4th Avenue. 610222, 86.1116:•Gl1lo7ati ui co id co z > co' a o� co 20 LU CC 4 t y H J Q • z W es' n 1 NO.. DATE . ' 04.1511 JOB' R.F CHECKED' AS. NOTEDI SCALE: i RLI ANI AND DETAiL8 • SLEET 4. T ... S = . STRUCTURAL CALCULATIONS RFA PROJECT NO.: 09 -151 DATE: July 2, 2009 CODE: IBC 2006 rfa STRUCTURAL ENGINEERS 2013 4 Avenue SUITE 202 SEATTLE, WASHINGTON 98121 TELEPHONE: (206) 615 -9700 FAX: (206) 615 -7737 WEB SITE: www.rfaengineers.com . 0 PRLE COPY TEAMSTER BUILDING Permit iv 14765 Interurban Ave. S. Tukwila, WA 98168 4O'1O8f RtVIEWED FOR CODE COMPLIANC APPROVED JUL 17 2009 City of Tukwil BIJI LDING DIVICionj RECEIVED JUL ;1 PERMIT CENTER Project: Teamster building 14765 interurban Ave. S. Tukwila, WA 98168 Conterminous 48 States 2006 International Building Code Latitude = 47.471 Longitude = - 122.254 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.439 (Ss, Site Class B) 1.0 0.493 (S1, Site Class B) Conterminous 48 States 2006 International Building Code Latitude = 47.471 Longitude = - 122.254 Spectral Response Accelerations SMs and SM1 SMs =FaxSs and SM1 =FvxS1 Site Class D - Fa = 1.0 ,Fv = 1.507 Period Sa (sec) (g) 0.2 1.439 (SMs, Site Class D) 1.0 0.743 (SM1, Site Class D) Conterminous 48 States 2006 International Building Code Latitude = 47.471 Longitude = - 122.254 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.507 Period Sa (sec) (g) 0.2 0.959 (SDs, Site Class D) 1.0 0.495 (SD1, Site Class D) ' Address Map Coordinate (Longitude/Latitude) Finder Map Coordinates Finder for Street Address, City, State, or Zip 114765 Interurban Avenue S., Tukwila, WA 98168 Latitude: 47.470721 / Longitude: - 122.254268 Why use this tool? Can I Zink directly to this tool from my application? How? Data Coverage Copyright ® 2009 Phillip Holmstrand - Visit the Batch Geocode Bloq L,++..• //<.,m.a, lso+nl,nnnnnila nnm / lnnlrim/ ap'itl Page 1 of 1 Below you can enter in an address to be validated /geocoded for latitude and longitude coordinate information. You can also click on the map to get satellite photos and driving directions. International geocoding supported (North America and Europe), see below for a complete list. If you have more than one address, use our other page to fnao multiple locations. With this tool you can find center map coordinates using zip code, city, or state as well. Enter in an Address (ex: 1600 Pennsylvania Avenue NW, Washington, DC) or Zip Code, a City, or a State: o Locate addresses fast - instant map and coordinate display, no page refreshes. o International Map Coordlnates - Lookup coordinates worldwide at the zip, state, city, and address level. o Yahoo! Geocoding service uses high quality commercial datasets, much better accuracy and coverage than other free geocode systems that use TIGER data. o Quick Multiple Address Mapping using our Bulk Geocoder o ESRI offers a free Reverse Geocodino Service useful for getting an address from latitude/longitude coordinates (U.S. and Canada only.) Yes! Just create a URL like this: http: /Mwww.batchgeocode. con 400kupi?q= 1600 %20Pennsylvania %20Avenue %20NW %20Washington, %20OC The parameter you will need to pass is "q ", where q = <your address >. For the address itself, just follow the example syntax at the top of this page. Upon loading the page your geocode will run automatically, this is a great way to put maps into any application easily. Go ahead, try it. ' Data coverage includes U.S., Canada, and most of Europe: Austria, Belgium, Denmark, England, France, Finland, Germany, United Kingdom (UK), Luxembourg, Netherlands, Ireland, Norway, Portugal, Scotland, Spain, Sweden, Switzerland, Wales, and Italy. We expect Yahoo! will continue to expand coverage of their data to the rest of the world soon though, keep checking back! The name of the coordinate system used is WGS84. fnfi,nnq ISOLATOR SIZE LOAD 2" DEFL DIMENSIONS [ 14J.; L 12 -1/4 illi IR SUM ME H =E& R. HT r • s O CTER -28 -1000 -3000 , ° `� D `, B \ t ISOLATOR SIZE LOAD 2" DEFL DIMENSIONS [ 14J.; L 12 -1/4 W 9 H 8-314 A 1 -3/8 8' 10-1/4 C 2 -1/2 D (4) 5/8 E 314 —J CTER -28 -1000 -3000 , ° `� D `, FRI OPE ,---MAX 1/4•' OPER. CLEARANCE 1' i 4 HOLES FOR E DIA, ANCHORS • 06/23/2009 REMOVABLE ADJUSTING BOLT ooi¢ma E1STYLE A REMOVABLE SHIM 3116" 1 LONG i 3 0.0 NEOPRENE g GROMMET r RISL3ED NEOPRENE PAD Ti-ut VMC oaoUP AMBER /a®® 9 H A L&C Group Company D OIA. LIMIT STOP & EQUIP. MTG. BOLTS / ON C X B CTRS. • (GRADE 87) MODEL CTER -2B -2400 OUTDOOR SEISMIC SPRING (6) PER TOWER STYLE A BOLT ISOLATOR TO 1 -BEAM BASE (4) BOLTS PER ISOLATOR ISOLATOR BASEPLATE TO BE BOLTED OR WELDED TO STRUCTURE SEE DIMENSIONS BELOW • r E DIA. EQUIP. MTG BOLT --N. FINISH 1- 1116' EQUIPMENT • r MOUNTING FOOT IPIDUS" 2LNL. E". MEL. dOP T IONAL:(RECOMMENDEI) FOR OUTDOOR APPLICATIONS} HOUSING HOT -DIP GALVANIZED. SPRINGS PVC COATED: NOTES 1) SPRING PACKAGE IS REMOVABLE WITH SHIMS IN PLACE 2) REFERENCE DRAWING 11 -5010 FOR INSTALLATION INSTRUCTIONS 3) SINGLE COIL SHOWN. SOME HAVE DOUBLE COIL SOLATOR3 RAYED FOR .TS:+ UP TO BRE 9000. RATTIG!G DAC$D ON T *P PLATE WENDED OR BOLTED TO EDUIPaiENTAND BOTTOM PLATE Soi.TE? TO SUPPORT STEEL WITH MILL (4)1:=7 BOLTS. ALTERNATELY. 8 01701 PLATE AHA GERO TO Z C' 0 PSI CONCRETE WAG la) 3M -WCI$ TRUBOLT WEDGE ANCHORS WRN MIN 6412 IMN EMBEDMENT (SPECIAL pSPECTERS RREOU/REL). TYPE CTER -2B VIBRATION ISOLATOR FOR 2" DEFL. NOTE: ISOLATORS ARE HOT - DIPPED GALVANIZED FOR OUTDOOR USE Lateral Analysis: Baltimore Air Coil Max. Unit Weight: 8,150 Ib. Seismic Design: F, = {(0.4 a, Sos )x(1 + 2z/h)xW } /(R /I = 1.44 W = 11728 Ib. F„ 1.6 SosIPWp = 1.53 W F, = 0.3 Sos Ip Wp = 0.29 W, From: a, = 2.5 S = 0.959 R = 2.0 I,= 1.00 W,= 8150.0 Ib. Mean Roof Height (h): 35.0 ft. Comp. Attachment Height (z): 35.0 ft. Ground Motion: S kis = F *S = 1.439 Sps = (2/3) *S = 0.959 Mech Unit: W = 47.500 in. D = 144.000 in. (D >W) H = 146.375 in. Weight = 8150.00 Ib.( Unit Weight + Misc) 0.7 F = 8209 Ib. Check Overturning : r T1 = C1 = Fp * (H /3) / 45.375" = 8828 Ib. - - -> Uplift 1 T2 = C2 = Fp * (H /3) / 104.75" = 3824 Ib. - - -> Uplift Res = (0.6- 0.2S /2)_ = 1663 Ib. z / I (IBS'2006' EQ16 -15) — 1 Wind Design: Exposure 'B', 85 mph, 50ft (Max. Height) q = 0.00256(K (K (K (V (I = 15.51 psf K = 0.81 : Velocity Pressure Exposure Coefficients: ASCE 7 -05: Table 6 -3 K = 1.00 : Topographic Factor: Assumed Kd = 0.90 : Wind Directionality Factor, ASCE 7 -05: Table 6-4 V = 85.00 : Basic Wind Speed I = 1.15 : Importance factor F = (qz) (G) (Cf) (Af) = 17.13 (Af) q: = G= Cf = 15.51 : from above 0.85 : Gust Effect Factor: 6.5.8 at ASCE 7 -05 1.30 : Force Coefficients, ASCE 7 -05: Fig. 6 -21 FTotaI = (Wind Load)x(D)x(H) = Check Overturning : T1 = C1 = [Wind Load *W *H *(H /2)/ 104.75" = T2 = C2 = [Wind Load *D *H *(H /2)/ 45.375" = Res = 0.6x(Unit Weight /2) = (IBS'2006' EQ16 -14: Basic Load Combination) 2508 Ib. 578 Ib. - - -> No Uplift 4045 Ib. - - -> Uplift 2445 Ib. I6t0 y j Airr 0645 rfa STRUCTURAL ENGINEERS SUBJECT PROJECT CLIENT DS DESIGN RFA NO. DATE SHEET NO. Lateral Analysis: Baltimore Air Coil Max. Unit Weight: 8,150 Ib. Seismic Design: F = {(0.4 a Sp )x(1 + 2z/h)xW } /(R /I = 1.44 Wp = 12519 Ib. FpMnx = 1.6 Sp I W = 1.53 Wp F MIN = 0.3 Sp I W = 0.29 W From: ap = 2.5 Sp = 0.959 R = 2.0 I 1.00 Wp= 8700.0 Ib. Mean Roof Height (h): 35.0 ft. Comp. Attachment Height (z): 35.0 ft. Ground Motion: S = F *S = 1.439 Sin = (2/3) *S = 0.959 Mech Unit: W = 47.500 in. D = 144.000 in. (D >W) H = 146.375 in. Weight = 8700.00 Ib.( Unit Weight + Misc) 0.7 F = 8764 Ib. Check Overturning : T1 = C1 = Fp * (H /3) / 45.375" _ T2 = C2 = Fp * (H/3) / 104.75" = Res = (0.6- 0.2S /2) = (IBS'2006' EQ16 -15) Froth! = (Wind Load)x(D)x(H) = Check Overturning : T1 = C1 = [Wind Load *W *H *(H /2)/ 104.75" = T2 = C2 = [Wind Load *D *H *(H /2)/ 45.375" = Res = 0.6x(Unit Weight /2) = (IBS'2006' EQ16 -14: Basic Load Combination) 2508 Ib. )fe 9423 Ib. - - -> Uplift 4082 Ib. - - -> Uplift 1775 Ib. Wind Design: Exposure 'B', 85 mph, 50ft (Max. Height) q = 0.00256(K0 (K (K (V (I = 15.51 psf K = 0.81 : Velocity Pressure Exposure Coefficients: ASCE 7 -05: Table 6 -3 K = 1.00 : Topographic Factor: Assumed Kd = 0.90 : Wind Directionality Factor, ASCE 7 -05: Table 6-4 V = 85.00 : Basic Wind Speed I„, = 1.15 : Importance factor F = (q (G) (C (A = 17.13 (A q = 15.51 : from above G = 0.85 : Gust Effect Factor: 6.5.8 at ASCE 7 -05 C = 1.30 : Force Coefficients, ASCE 7 -05: Fig. 6 -21 578 Ib. - - -> No Uplift 4045 Ib. - - -> Uplift 2610 Ib. 3 - 17\itst z 1WP rfa STRUCTURAL ENGINEERS SUBJECT PROJECT CLIENT DS DESIGN RFA NO DATE SHEET NO. Allowable.total sate Toads In pounds per linear foot of 11 Series Steel Joists - for Joist depths 18" to 22" 10161 TYPE 18145 18146 18H71 18118 l 18H9 18H10 181411 20115 20146 20117 20148 20H9 201110 201411 22H 8 22147 22148 22140 221410 2 21411 OVERALL DEPTH °nags) 16 18 18 18 18 18 18 20 20 20 20 20 20 20 22 22 22 22 22 22 RESISTING NOM. 325 383 466 540 627 705 814 365 406 499 602 701 789 912 422 526 653 776 873 1009 (InNrklps) MAX.EN0.REAC. (poaom) 4500 4800 5200 5400 5900 6600 7600 4800 5100 5400 5600 6400 7000 7900 5400 5800 5800 6700 7200 8100 M0M. OF INERTIA 101,5 119.8 143.5 164.3 179.0 202.0 229.0 123.9 141.2 171,7 206.5 224.0 253.0 287.0 165.1 200.4 247.6 275.0 309.0 352.0 (Inches ) 1101ST WEIGHT (lbs. /ft.) 8.0 9.2 10.4 11.6 12.6 14.0 15.8 8.4 9.6 10.7 12.2 13.2 14.6 16.4 9.7 10.7 12.0 13.8 15.2 16.9 SPAN (ft.) 18 500 533 578 600 19 474 505 547 568 621 20 450 480 520 540 590 480 510 540 560 640 21 429 457 495 514 562 629 457 486 514 533 610 409 22 409 436 473 491 536 600 436 464 491 509 582 636 491 509 527 809 356 420 23 391 417 452 470. 513 574 417 443 470 487 557 609 470 487 504 583 626 312 368 441 • 380 434 24 375 400 433 450 492 550 633 400 425 450 467 533 583 450 467 483 558 600 _ 274 324 388 444 484 546 619 335 382 446 25 347 384 416 432 472 528 608 384 408 432 448 512 560 632 432 448 464 536 576 648 243 286 343 393 428 483 548 296 338 411 395 26 321 369 400 415 454 508 585 360 392 415 431 492 538 608 415 431 446 515 554 623 216 255 305 349 380 429 487 263 300 365 476 351 426 27 297 350 385 400 437 489 563 334 371 400 415 474 519 585 386 415 430 496 533 600 193 227 272 312 340 383 435 235 268 326 392 425 480 545 313 380 28 276 326 371 386 421 471 543 310 345 386 400 457 500 564 359 400 414 479 514 579 173 204 244 280 305 344 390 211 240 292 352 381 431 488 281 341 468 29 258 304 359 372 407 455 524 289 322 372 386 441 483 545 335. 386 400 462 497 559 155 184 220 252 274 309 351 190 216 263 317 343 388 440 253 307 379 421 473 539 30 241 284 345 360 393 440 507 270 301 360 373 427 467 527 313 373 387 447 480 540 140 166 199 227 248 280 317 1 71 195 238 286 310 350 397 228 277 343 381 428 487 31 225 266 323 348 381 426 490 253 282 346 361 413 452 510 293 361 374 432 485 523. 127 150 180 206 224 253 287 155 177 215 259 281 317 360 207 251 311 345 387 441 32 212 249 303 338 369 413 475 238 264 325 350 400 438 494 275 342 363 419 450 508 116 137 164 187 204 230 261 141 161 196 236 255 288 327 188 228 282 314 352 401 33 199 234 285 327 358 400 461 223 249 305 339 388 424 479 258 322 352 406 436 491 106 125 149 171 186 210 238 129 147 178 215 233 263 298 172 208 257 286 321 366. 34 187 221 269 311 347 388 447 210 234 288 329 376 412 465 243 303 341 394 424 476 96 114 136 156 170 192 218 118 134 163 196 213 240 273 157 190 235 261 294 335 35 177 208 254 294 337 377 434 199 221 272 320 366 400 451 230 286jl;�383 411 463 88 104 125 143 156 176 200 108 123 150 50 195 220 250 144 175 240 269 307• 36 167 197 240 278 323 383 419 188 209 257 310 356 389 439 217 271 322 372 400 .450 81 96 115 132 143 162 183 99 113 .137 166 179 203 230 132 160 198 220 247 282 37 178 198 243 293 341 378 427 206 256 314 362 389 438. 91 104 127 152 165 187 212 122 148 183 203 228 '260' 38 169 187 230 278 324 364 416 195 243 301 353 379 426 • 84 96 117 141 153 172 195 112 136 189 187 210 240 39 160 178 219 264 307 346 400 185 231 286 340 369 415 78 89 108 130 141 159 181 104 126 156 173 195 222 40 152 169 208 251 292 .329 380 176 219 272 323 360 405 • 72 82 100 121 131 148 168 96 117 145 161 180 205_ 41 167 209 259 308 346 395. 89 109 134 149 167 I91-' 42 159 199 247 293 330 381 83 101 125 139 156 177 43 152 190 235 280 315 364 78 94 116 129 145 165 44 145 181 225 267 301 347 1 Approximate Weights per Linear Foot of steel joists only, Accessories and nailer strip not 72 88 109 121 136 154 included. if For an approximate total load carrying capacity at a maximum allowable tensile stress of 22.000 t itle the total load carrying capacity shown in the load table should be multiplied by the ratio 221 " Section 5.9 ol the "Standard Specifications for Open Web Steel Joists. H Series" Limits the design LIVE load deflection es Iollowa: FLOORS, 1!360 span. ROOFS. 11360 span where a plaster ceiling is attached or suspended. 1!240 of span for all other cases. 1 I 1 I 1 I I I I I 1 1 1 STANDARD LOAD TABLE / OPEN WEB STEE JOISTS, H SERIES _aged on Allowable Stress of 30.000 PSttt Adopted by the Steel Joist Institute and American Institute of Steel Construction, Inc., October 1, 1974. LOADS ABOVE THE COLORED LINES ARE GOVERNED BY SHEAR. 12 :! Rev: 580001 Single Span Beam Analysis 1 Description General Information 1 Center Span Left Cantilever Right Cantilever On Center Span... On Left Cantilever... - On Right Cantilever... # 1 0.205 k/ft # 1 k/ft 'r # 1 Uniform Loads Point Loads Query Values Summary Moments... Max + @ Center Max - @ Center @ Left Cant @ Right Cant Maximum = 35.00 ft ft ft Moment of Inertia Elastic Modulus Beam End Fixity 1,000.000 in4 29,000 ksi Pin -P' l t �� B1 o74 4- Magnitude 1.100 k ) 1.100 k -1.900 k 2.400 k Location 4.750 ft 9.250 ft 4.750 ft 9.250 ft ft Center Location 0.000 ft Left Cant 0.000 ft Right Cant 0.000 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear 5.47 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in 47.30 k -ft at 13.54 ft 0.00 k -ft at 35.00 ft 0.00 k -ft 0.00 k -ft 47.30 k -ft Shears... @ Left @ Right Maximum Deflections... @ Center @ Left Cant. @ Right Cant 5.47 k 4.40 k 5.47 k Reactions... @ Left @ Right -0.356 in at 16.90 ft 0.000 in at 0.00 ft 0.000 in at 0.00 ft k k/ft 5.47 k 4.40 k 0.20 k/ft 1 RI = 5.471 k Vmax @ left = 5.471 k 2.41!rk 1 - 1 l� llll tik.;"1: 35.00 ft Mmax = 47.30 k -ft at 13.53 ft from left Dmax = - 0.3562 in at 16.90 ft from left (t.)0 WX 8 / 3�7 113 <( Rr = 4.403 k Vmax @ rt = 4.403 k 4sT a )16T I ek .f?12 laVcV0 uu� 7 Rev: 580001 Single Span Beam Analysis Description General Information Center Span Left Cantilever Right Cantilever Uniform Loads On Center Span... Point Loads # 1 0.205 k/ft # 1 Magnitude Location Query Values Center Location Moment Shear Deflection Summary Moments... Max + @ Center Max - @ Center @ Left Cant @ Right Cant 35.00 ft ft ft Maximum = 39.56 k -ft Moment of Inertia Elastic Modulus Beam End Fixity On Le Cantilever... , es 1.100 k 1.100 k 4.750 ft 9.250 ft ft 0.000 ft 0.00 k -ft 5.35 k 0.00000 in 39.56 k -ft at 15.36 ft 0.00 k -ft at 35.00 ft 0.00 k -ft 0.00 k -ft Left Cant Shears... @ Left @ Right Maximum Deflections... @ Center @ Left Cant. @ Right Cant 1,000.000 in4 29,000 ksi Pin -Pin k/ft k 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 5.35 k 4.03 k 5.35 k On Right Cantilever... # 1 k/ft k ft Right Cant Reactions... @ Left @ Right -0.304 in at 17.04 ft 0.000 in at 0.00 ft 0.000 in at 0.00 ft k ft 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 5.35 k 4.03 k 1 1.1Tk 1.1ik (12° " 1 RI = 5.347 k Vmax @ left = 5.347 k 0 35.00 ft Mmax at 15.36 ft from left Dmax = -0. 42 in at 17.04 ft from left (a 1 54- s 2 9-5F <.31 -4 X t t i 0.20 kift I -1/ .1; t 1 1!Y 11 1 Rr = 4.027 k Vmax @ rt = 4.027 k Q 4i rr [Rev 580001 Single Span Beam Analysis Description General Information Center Span Left Cantilever Right Cantilever Uniform Loads On Center Span... # 1 Point Loads Query Values Summary Moments... Max + @ Center Max - @ Center @ Left Cant @ Right Cant Maximum = 35.00 ft ft ft 0.140 k/ft 38.11 k -ft Moment of Inertia Elastic Modulus Beam End Fixity 1,000.000 in4 29,000 ksi 1 Pin -Pin 14- - c* ' ( tic: On Left Cantilever... T On Right Cantilever... # 1 k/ft .t _# 1 ern) /4. 4 W4 Magnitude 1.100 k 1.100 k -1.900 k 2.400 k Location 4.750 ft 9.250 ft 4.750 ft 9.250 ft 38.11 k -ft at 11.64 ft 0.00 k -ft at 35.00 ft 0.00 k -ft 0.00 k -ft Center Location 0.000 ft Left Cant 0.000 ft Right Can 0.000 ft Moment 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear 4.33 k 0.00 k 0.00 k Deflection 0.00000 in 0.00000 in 0.00000 in Shears... @ Left @ Right Maximum Deflections... @ Center @ Left Cant. @ Right Cant Reactions... 4.33 k @ Left 3.27 k @ Right 4.47 k -0.281 in at 16.69 ft 0.000 in at 0.00 ft 0.000 in at 0.00 ft k ft k/ft 4.33 k 3.27 k 1 t o 0.14k/ft ; 2.41 35.00 ft O I .110114kV%; %i€ A.e 4 41b 14 :al: ` GE: {r�•; %�+'dt+ t€="�.L�.�F'y. �tix x�),r;.�y'Yrn;r 2:9<�':'.^ RI= 4.333k Vmax @ left = 4.333 k Dmax = -0. 807 in at 16.69 ft from left , 1 1 ; 1 1 1 1 1 1 1 1 1 1; 1 0 • 14 k,ft t 11.64 ft from left M 8 5 7-- 494.6 4:4 1124 4bh .4:'1C /,'L�:F •k�5«sGiY+�+� ^� ;z -"MwS ■ Rr= 3.266k Vmax @ rt = 3.266 k 61.,.c. .4*-7 ROOF FRAMING PLAN SCALE * -0" Nd11H .)01 -11,1 So I4 Co 1 ° Yre-- /ThiL t -6 LT% cyk. PR.cort_ (81e) rfa SW9h6.1 engineers Co... n • Co .. P.n.: 206.615.970n Fes: 206615.179 IN**. OINVW.Ilien,M1101,431 2013 Sub 202 S.a61.. V*Yrp LA 961: • REVISIONS • PROJECT c.9 z 0 J_ W m z W O V a ,� <0 aQ J N0. DANE t12:16_ ,3 •-. N12.16 ( if n2216 812116 r WIWI nfi.w 012.16 O 4.><xx X X i llo. X rum 6 X 1 tre.+o VA8x40 N8 lnma get. , !MI6 N 30 1112116 40 1112106 A1. ROOF FRAMING PLAN SCALE * -0" Nd11H .)01 -11,1 So I4 Co 1 ° Yre-- /ThiL t -6 LT% cyk. PR.cort_ (81e) rfa SW9h6.1 engineers Co... n • Co .. P.n.: 206.615.970n Fes: 206615.179 IN**. OINVW.Ilien,M1101,431 2013 Sub 202 S.a61.. V*Yrp LA 961: • REVISIONS • PROJECT c.9 z 0 J_ W m z W O V a ,� <0 aQ J N0. DANE Rev: 580002 Steel Beam Design 1 Description [General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Point Loads Steel Section : W18X40 Center Span Left Cant. Right Cant Lu : Unbraced Length Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ Reaction @ Left Reaction @ Rt exist steel beam check for replace unit #1 #2 Dead Load 4.120 4.120 Live Load 7.350 7.350 Short Term Location 7.000 14.000 Summary Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right 1 Using: W18X40 section, Span = 21. End Fixity = Pinned - Pinned, Lu = 0 Moment fb : Bending Stress fb /Fb Shear fv : Shear Stress fv1Fv Maximum 113.98 k -ft 18.72 k 14.17 k -0.491 in 0.000 in 0.000 in 0.000 ft 18.72 14.17 21.00 ft 0.00 ft 0.00 ft .00 ft 18.716 k 3.319 ksi 0.231 : 1 Fa calc'd per Eq. E2 -1, K *Llr < Cc I Beam Passes Table B5.1, Fb per Eq. F1 -1, Fb = 0.66 Fy Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together A I tt, (84/4 #3 #4 2.200 2.200 2.350 3.500 Czou)( OOft, Fy = 36.0ksi .00ft, LDF = 1.000 Actual 113.984 k -ft 19.997 ksi 0.842: 1 -0.197 -0.432 0.000 0.000 0.000 0.000 0.000 0.000 7.84 15.19 5.64 12.99 2.350 7.000 Allowable 135.432 k -ft 23.760 ksi 81.194 k 14.400 ksi Force & Stress Summary « -- These columns are Dead + Live Load placed as noted - -» DL LL LL +ST LL LL +ST Only a Center Center a Cants ( Cants 46.15 97.60 113.98 k -ft k -ft k -ft k -ft 7.84 15.19 18.72 k 5.64 12.99 14.17 k -0.491 0.000 0.000 0.000 18.72 14.17 Fy 36.00ksi Load Duration Factor 1.00 Elastic Modulus 29,000.0ksi Note! Short Te Loads Are IND Loads. #6 ( #7 sion%- e+-D-Py+) Beam OK Short Term Load Case Governs Stress co . IoM (vac. Max. Deflection Length /DL Defl Length /(DL +LL Defl) 0.000 0.000 0.000 0.000 in 0.000 in 0.000 in 0.000 0.000 in k k k k k ft -0.491 in 1,278.9 : 1 513.0:1 I 3 �3. BAC- 11602A 200009altimore Aircoil Company. AA Bps Reserved. 1 QM FAN MOTOR LOCATION. MODEL NO. VF1 -036— 21 VF1 -036— 31 VF1 -036— 41 L /HZ VF1- 036 -51 21 1/8" 1/2" FPT VENT 1" MPT MAKE —UP 1 2" MPT OVERFLOW N ' 2" MPT DRAIN to 1 2 1/4" -- 17 1/4" APPROX. SHIPPING WEIGHT 5250 5800 6300 6800 3' -6 1/4" -- 30" - H — 3'— 1 1/2"— APPROX. OPERATING WEIGHT 6680 7420 8110 8790 HEAVIEST SECTION (COIL) 3200 3720 4220 4720 Q FLUID IN Q FLUID OUT F 33 1/4" 42 1/2" 51 3/4" 61" NOTES: 1. ALL DIMENSIONS ARE IN FEET AND INCHES. WEIGHTS ARE IN POUNDS. 2. UNLESS OTHERWISE INDICATED, ALL CONNECTIONS 6 INCHES AND SMALLER ARE ARE MPT AND 8 INCHES AND FOR WELDING N AND GROOVED FOR VICTAUUC BEVELED 3. DIMENSIONS SHOWING LOCATION OF COIL CONNECTIONS ARE APPROXIMATE AND SHOULD NOT BE USED FOR PREFABRICATION OF CONNECTING PIPING. 4. FOR SUPPORT REQUIREMENTS, REFER TO THE SUGGESTED STEEL SUPPORT DRAWING. B.A.C. ORDER NO: U0957689 Line 1 Qty. 1 DATE: 05/07/09 H 10' -7 7/8" 11' - 4 5/8" 12' -2 3/8" 12' -11 5/8" ITEM l\ ACCESS DOOR 13 1/4" DIAMETER 4 " 4" 4" 4 " 4 1/8" 00 p'� v BALTIMORE AIRCOIL COMPANY c COMPANY DESCRIPTION/ Q COIL CONNECTIONS BEVELED FOR WELDING (BFW) (BFW) & GROOVED FOR MECH. COUPLING MALE PIPE THREAD (MPT) FLANGED (SEE NOTES) COPPER SWEAT FITTING RIGHT HAND UNIT END OUTLET WITH PUMP TAPERED HOOD WITH PCD'S DRANING NWBER: BAC- 11602A B DEPARTMENTS B it n Ivision Public Works ❑ • 11 }JERMIT PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M09 -089 DATE: 07 -15 -09 PROJECT NAME: TEAMSTERS BUILDING SITE ADDRESS: 14675 INTERURBAN AVE S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued AM A �- Fire Preven o n 1 �, Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete U Comments: Permit Center.Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required Planning Division ❑ Permit Coordinator DUE DATE: 07-16-09 Not Applicable ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Permit Centel Use Only ' • • CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Approved ri Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Documents/routing slip.doc 2 -28 -02 DUE DATE: 08-13 -09 n Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 WESTERN SURETY CO 929381801 01/01/2006 Until Cancelled 8/21/2000 ARCHIVED $12,000.0012/01 /2005 3 TRAVELERS CAS 8 SURETY CO 081S103514123BCM 07/22/2001 Until Cancelled 01/01/2006 $12,000.00 08/21 /2001 2 TRAVELERS CAS 8 SURETY 0815103514123BCM 01/01/200107/22 /2001 $6,000.00 12/18/2000 1 UNITED PACIFIC INS CO B2975140 01/01/2000 Until Cancelled 01/01/2001 $6,000.00 License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status HERMAC *217NT HERMANSON CORPORATION CONSTRUCTION CONTRACTOR AIR HEAT,VENTILATION, EVAPORAT SHEET METAL 8/30/1979 8/21/2000 ARCHIVED HERMAC *016RN HERMANSON CORPORATION CONSTRUCTION CONTRACTOR GENERAL UNUSED 1/11/2000 8/21 /2002 EXPIRED Name Role Effective Date Expiration Date HERMANSON, RICHARD L PARTNER /MEMBER 01/01/1980 ALMON, KEVIN PARTNER /MEMBER 01/01/1980 MACDONALD, JAMES PARTNER /MEMBER 01/01/1980 Untitled Page • 1 General /Specialty Contractor A business registered as a construction contractor with L8I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company HERMANSON COMPANY LLP 2065759700 1221 2ND AVE N KENT WA 980322945 KING Limited Liability Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602004844 ACTIVE HERMACL005BJ CONSTRUCTION CONTRACTOR 1/11/2000 8/25/2010 GENERAL UNUSED Other Associated Licenses Business Owner Information Bond Information Page 1 of 2 https: // fortress .wa.gov /lni/bbip/Detail.aspx 07/20/2009 DUCT INSULATION (R- VALUE) LAST UPDATED: 01 /17/07 DUCT TYPE DUCT LOCATION N -R INSULATION R -VALUE RESID. INSULATION R -VALUE REMARKS SUPPLY, RETURN NOT WITHIN CONDITIONED SPACE: ON EXTERIOR OF BUILDING, ON ROOF, IN ATTIC, IN ENCLOSED CEILING SPACE, IN WALLS, IN GARAGE, IN CRAWL SPACES R -7 R -8 1,2,3 OUTSIDE AIR INTAKE WITHIN CONDITIONED SPACE VARIES R -8 1,2,4,5 SUPPLY, RETURN, OUTSIDE AIR INTAKE NOT WITHIN CONDITIONED SPACE: IN CONCRETE, IN GROUND R -5.3 R -5.0 1,2 SUPPLY WITH <55° OR >105' AIR TEMPERATURE WITHIN CONDITIONED SPACE R -3.3 NOT REQ. 1,2 PIPE INSULATION (INCHES) LAST UPDATED: 01/17/07 SERVICE FLUID TEMP T INSULATION CONDUCTIVITY NOMINAL PIPE DIAMETER (IN) CONDUCTIVITY RANGE MEAN TEMP RATING °F RUN -OUTS UP TO 2 1 & LESS >1 TO 2 >2 TO 4 >4 TO 6 >6 HWS &R 141 -200 0.25 -0.29 125 0.5 1.5 1.5 1.5 1.5 1.5 HWS &R 105 -140 0.24 -0.28 100 0.5 1.0 1.0 1.0 1.5 1.5 CHWS &R 40 -45 0.23 -0.27 75 0.5 0.5 0.75 1.0 1.0 1.0 CHWS &R <40 0.23 -0.27 75 1.0 1.0 1.5 1.5 ' 1.5 1.5 CDWS &R 40 -45 0.23 -0.27 75 0.5 0.5 0.75 1.0 1.5 1.0 DRAWING INDEX SHEET'' NO. SHEET TITLE M0.00 LEGEND, ABBREVIATIONS, GENERAL NOTES, & SHEET INDEX - HVAC M0.01 SCHEDULES & DIAGRAMS - HVAC M2.01 1ST, 2ND & 3RD FLOOR - EXISTING HVAC PLANS M2.R1 ROOF PLAN - HVAC M5.01 EAST ELEVATION PLAN - HVAC A AC ACH .ACT AD ADD'L AFF AFG AHU ALUM AMP /AMPS AP ARCH BC BDD BF BHP BLDG BOD BOP BOT BS BTU BTUH CAP CC CD CDWR CDWS CFM CHWR CHWS CLG COL CONC COND CONN CONT CONTR COORD COP CT CU CW DB DBA DDC DEFL DEG DG DIA DMPR DN DT DWG EXH EA EAT EC EER EF EFF EL ELEC /ELECT EP EMCS ENT EQUIP ESP EWT EXIST F FAC FD FDC FF FIC FIO FLA FLEX FLR FOB FDIC FOS FOT FP FPM FSD FT FUT FV G GA GALV GC GEN GPM GR GRD GWB HD HORIZ HP HR HSPF HT HWTG HWR HWS HX MECHANICAL ABBREVIATIONS AMPS AIR CONDITIONING AIR CHANGES PER HOUR ACOUSTICAL TILE CEILING ACCESS DOOR ADDITIONAL ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AIR HANDLING UNIT ALUMINUM AMPERAGE ACCESS PANEL ARCHITECT BEADED COLLAR BACKDRAFT DAMPER BELOW FLOOR BRAKE HORSEPOWER BUILDING BOTTOM OF DUCT BOTTOM OF PIPE BOTTOM BIRD SCREEN BRITISH THERMAL UNIT BRITISH THERMAL UNITS PER HOUR CAPACITY CONTROLS CONTRACTOR CEILING DIFFUSER /CONDENSATE DRAIN CONDENSER WATER RETURN CONDENSER WATER SUPPLY CUBIC FEET PER MINUTE CHILLED WATER RETURN CHILLED WATER SUPPLY CEILING COLUMN CONCRETE CONDENSATE CONNECT /CONNECTED /CONNECTION CONTINUOUS /CONTINUATION CONTRACTOR COORDINATE COEFFICIENT OF PERFORMANCE COOLING TOWER CUBIC /CONDENSER UNIT DOMESTIC COLD WATER /CONDENSER WATER DUCTBOARD /DRY BULB DECIBEL DIRECT DIGITAL CONTROL DEFLECTION DEGREE/ DEGREES MODULAR DIFFUSER (GWB CEILING) DIAMETER DAMPER DOWN MODULAR DIFFUSER ("T BAR" CEILING) DRAWING EXHAUST EACH ENTERING AIR TEMPERATURE EGGCRATE GRILLE /END CAP /ELEC CONTRACTOR ENERGY EFFICIENT RATING EXHAUST FAN EFFICIENCY ELEVATION ELECTRICAL /ELECTRIC END PLUG ENERGY MANAGEMENT CONTROL SYSTEM ENTERING EQUIPMENT EXTERNAL STATIC PRESSURE ENTERING WATER TEMPERATURE EXISTING FAHRENHEIT FIRE ALARM CONTRACTOR FIRE DAMPER FIRE DEPARTMENT CONNECTION FINISHED FLOOR FURNISHED AND INSTALLED BY CONTRACTOR FURNISHED AND INSTALLED BY OWNER FULL LOAD AMPS FLEXIBLE FLOOR FLAT ON BOTTOM FURNISHED BY OTHERS. INSTALLED BY CONTRACTOR FLAT ON SIDE FLAT ON TOP FIRE PROTECTION FEET PER MINUTE FIRE /SMOKE DAMPER FOOT /FEET FUTURE FACE VELOCITY GRILLE GAUGE /GALLON GALVANIZED GENERAL CONTRACTOR GENERAL GALLONS PER MINUTE GRILLE GRILLE /REGISTER /DIFFUSER GYPSUM WALL BOARD HEAD HORIZONTAL HORSEPOWER HOUR HEATING SEASONAL PERFORMANCE FACTOR HEIGHT HIGH WALL TRANSFER GRILLE HOT WATER RETURN HOT WATER SUPPLY HEAT EXCHANGER HZ BC CW D E MC N N WG PLV KW LAT LB /LBS LD /LIN DIFF LF /LIN FT LPG LVG LWA LWG LWR LWT MAX MAU MBH MCA MD MFR MISC MIN MT MTD MUW N/A NC NG /NGAS NIC NO NPW N -R OA /OSA OB OBD OD P PCF PD PH POC PRESS PSI PSIG QTY R RA RD /RND REF REG REQ RESID RF RG RL RPM RS S SA SAT SD S/D SEER SENS SG SL SM SPEC SO SOG SP SQFT SR SS STRUC T TA TEMP TBD TG TOC TOD TOS TOT TSP TSTAT TYP UH UNO V VIAQC VD VEL VERT VFD VOL W WB WG W W/0 W /SF WSEC HERTZ NTERNATIONAL BUILDING CODE NDUSTRIAL COLD WATER NSIDE DIAMETER /DIMENSION NVERT ELEVATION NTERNATIONAL MECHANICAL CODE NCHES NCHES WATER GAUGE NTEGRATED PART LOAD VALUE KILOWATTS LEAVING AIR TEMPERATURE POUND /POUNDS LINEAR DIFFUSER LINEAL FOOT /FEET LIQUID PROPANE GAS LEAVING SOUND POWER LOW WALL GRILLE LOW WALL REGISTER LEAVING WATER TEMPERATURE MAXIMUM MAKE UP AIR UNIT 1000 BRITISH THERMAL UNITS MINIMUM CIRCUIT AMPACITY MOTORIZED DAMPER MANUFACTURER MISCELLANEOUS MINIMUM /MINUTE MOUNT MOUNTED MAKE -UP WATER NOT APPLICABLE NORMALLY CLOSED /NOISE CRITERIA NATURAL GAS NOT IN CONTRACT NORMALLY OPEN /NUMBER NON- POTABLE WATER NON- RESIDENTIAL OUTSIDE AIR OPPOSED BLADE OPPOSED BLADE DAMPER OUTSIDE DIAMETER /DIMENSION PUMP POUNDS PER CUBIC FOOT PRESSURE DROP PHASE POINT OF CONNECTION PRESSURE POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH GAUGE. QUANITY RETURN GRILLE /RELOCATED /RETURN RETURN AIR ROUND REFERENCE REGISTER REQUIRED RESIDENTIAL RELIEF RETURN GRILLE REFRIGERANT LIQUID REVOLUTIONS PER MINUTE REFRIGERANT SUCTION SUPPLY SUPPLY AIR SATURATION SMOKE DETECTOR SLIP & DRIVE CONNECTION SEASONAL ENERGY EFFICIENCY RATING SENSIBLE SUPPLY GRILLE SOUND LINED SPIRALMATE /SHEETMETAL SPECIFICATION SCREENED OPENING SLAB ON GRADE STATIC PRESSURE SQUARE FEET SIDE WALL REGISTER STAINLESS STEEL STRUCTURAL TRANSFER TRANSFER AIR TEMPERATURE /TEMPORARY TO BE DETERMINED TRANSFER GRILLE TOP OF CONCRETE /CURB TOP OF DUCT TOP OF STEEL /TOP OF SLAB TOTAL TOTAL STATIC PRESSURE THERMOSTAT TYPICAL UNIT HEATER UNLESS NOTED OTHERWISE VOLT VENT. AND INDOOR AIR QUALITY CODE VOLUME DAMPER VELOCITY VERTICAL VARIABLE FREQUENCY DRIVE VOLUME WALL /WALLS, WRAPPED DUCT WET BULB WATER GAUGE WITH WITHOUT WATTS PER SQUARE FOOT WASHINGTON STATE ENERGY CODE MECHANICAL LEGEND ,10X10 10X10 1 10X10 100 100 0 1 oo g) • CD1 -100 80 RECTANGULAR SUPPLY AIR DUCT - TURNING UP OR TOWARD RECTANGULAR SUPPLY AIR DUCT - TURNING DOWN OR AWAY RECTANGULAR EXHAUST OR RETURN AIR DUCT - TURNING UP OR TOWARD RECTANGULAR EXHAUST OR RETURN AIR DUCT TURNING DOWN OR AWAY ROUND DUCT - TURNING UP OR TOWARD ROUND DUCT - TURNING DOWN OR AWAY FLATOVAL DUCT - TURNING UP OR TOWARD FLATOVAL DUCT TURNING DOWN OR AWAY DUCT OVERLAP BOOT TAP 45° TAP VOLUME DAMPER CHANGE OF ELEVATION RISE(R) DROP(D) TRANSITION TURNING VANES /SPLITTERS DUCT MOUNTED SMOKE DETECTOR BACK DRAFT DAMPER FLEXIBLE DUCT AIR FLOW DIRECTION FORCED AIR) AIR FLOW DIRECTION DRAWN AIR) MOTOR OPERATED DAMPER FLEX CONNECTION SMOKE DAMPER FIRE DAMPER COMBINATION FIRE & SMOKE DAMPER k SOUND TRAP ACCESS DOORS ACOUSTICALLY LINED DUCT (SOUND LINED) DUCT BOARD FABRIC DUCT VAV BOX CEILING SUPPLY AIR DIFFUSER (SHOWN WITH REDIRECTED AIR CORE) CEILING RETURN, TRANSFER OR EXHAUST AIR GRILLE SLOTTED DIFFUSER (PLAN VIEW) REVISION CLOUD & TRIANGLE ROUND DUCT SYMBOL FLATOVAL DUCT SYMBOL DEGREES SYMBOL POINT OF CONNECTION GRD TAG IDENTIFIER = TYPE -CFM SIZE THERMOSTAT /TEMPERATURE SENSOR O HUMIDITY SENSOR SMOKE DETECTOR STATIC PRESSURE SENSOR EXISTING DUCTWORK DEMO DUCTWORK WALL- MOUNTED GRILLE z 0 PIPE ELBOW UP PIPE ELBOW DN DIRECTION OF FLOW DIRECTION OF SLOPE DOWN ] PLUG OR CAP z ® z GAS PRESSURE REDUCING ASSEMBLY z da 2 SOLENOID VALVE z ® z PUMP C HWS s CHILLED WATER SUPPLY z CHWR -i CHILLED WATER RETURN z RL REFRIGERANT LIQUID r REFRIGERANT SUCTION NG --s NATURAL GAS z LPG -5 LIQUID PROPANE GAS z-- CDWS CONDENSER WATER SUPPLY z-- CDWR --s CONDENSER WATER RETURN HWS -s HEATING WATER SUPPLY r HWR --s HEATING WATER RETURN z-- COND -i CONDENSATE MECHANICAL GENERAL NOTES 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS, INCLUDING, BUT NOT LIMITED TO THE 2006 IBC, 2006 WSEC, 2006 IMC & 2006 WSVIAQC. 2. DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UNLESS NOTED OTHERWISE. 3. DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN. 4. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 5. WHEN CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. IF ADDITIONAL QUESTIONS REMAIN, CONTACT THE ENGINEER PRIOR TO PROCEEDING. 6. ALL STRUCTURAL OPENINGS AND PLATFORMS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR UNLESS NOTED OTHEiWi rihVIOA/E) 7. DUCT SEALING AND CONSTRUCTION TO ' MEET SMACNA AND ENERGY CODE REQUIREMENTS. UNLESS OTHERWISE NOTED, CODE PLI LOW PRESSURE DUCTWORK (DOWNSTREAM OF VAV BOXES, CONSTANT VOLUME AC SYSTEMS, TOILET EXHAUSTS, ETC.) TO MEET 2" CONSTRUCTION STANDARDS WITH SEAL CLASS C. MEDIUM PRESSURE DUCTWORK (UPSTREAM OF VAV BOXE , HIGH VELOCITY EXHAUSTS, ETC.) TO MEET 4" CONSTRUCTION STANDARDS WITH SEAL CLASS A. DUCT RISERS IN SHAFTS WITH DAMPERED PENETRATIONS TO MEET 6" CONSTRUCTION STANDARDS WITH SEAL CLASS A. 8. ALL CEILING DIFFUSERS ARE 4 -WAY THROW UNLESS NOTED OTHERWISE. 9. ALL DUCT DIMENSIONS ARE CLEAR INSIDE DIMENSIONS AFTER LINING HAS BEEN INSTALLED. 10. OUTSIDE AIR INTAKES ON ALL AIR HANDLING UNITS SHALL BE 10 FEET AWAY FROM ANY FUEL BURNING EQUIPMENT, AND 10 FEET AWAY FROM, OR 3 FEET BELOW ANY PLUMBING VENT OR EXHAUST OUTLET. 11. ALL AIR ECONIMIZERS SHALL BE CAPABLE OF THE FOLLOWING: -0% TO 100% OF THE DESIGN SUPPLY AIR - CONTROLLED BY A CONTROL SYSTEM DETERMINING IF THE OUTSIDE AIR CAN MEET PART OR ALL OF THE BUILDING COOLING LOADS. - INTEGRATED TO PROVIDE PARTIAL COOLING EVEN WHEN MECHANICAL COOLING IS REQUIRED. 12. OUTSIDE AIR INTAKE, RELIEF, AND EXHAUST OPENINGS SHALL BE EQUIPPED WITH MOTORIZED OR GRAVITY DAMPERS WHICH CLOSE AUTOMATICALLY WHEN SYSTEM IS OFF OR UPON POWER FAILURE, AS REQUIRED BY ENERGY CODE. 13. THE CONTROL SYSTEM SHALL BE 7 -DAY PROGRAMABLE, CAPABLE OF BEING SET FOR SEVEN (7) DIFFERENT DAY TYPES PER WEEK, AND CAPABLE OF A DEADBAND SLI IING OF AT LEAST 5 DEGREES F (1OT FOR RESIDENTIAL) BETWEEN THE HEATING AND COOLING SETPOINTS. AHU CONTROL SYSTEM SHALL INCLUDE A MICROPROCESSOR AND BE CAPABLE 0 RESEIIING SUPPLY AIR TEMPERATURES BY REPRESENTATIVE BUILDING LOADS. 14. RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS OF THE DATE OF SYSTEM ACCEPTANCE PER THE WASHINGTON STATE ENERGY CODE. AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER. ALL HVAC SYSTEMS SHALL BE BALANCED AND A WRITTEN BALANCING REPORT SHALL BE PROVIDED TO THE OWNER. HVAC CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT THEY OPERATE IN ACCORDANCE WITH SPECIFICATIONS AND APPROVED PLANS. A PRELIMINARY COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED PRIOR TO ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY. A COMPLETE FINAL COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PROVIDED TO THE OWNER. COMMISSIONING, SYSTEM BALANCING, RECORD DRAWINGS AS REQUIRED PER THE WASHINGTON STATE ENERGY CODE. 15. MECHANICAL SYSTEMS SHALL COMPLY WITH SEISMIC RESTRAINT REQUIREMENTS OF THE BUILDING CODE, SMACNA AND ASCE 7. ALL LIFE SAFETY HAZARDOUS MATERIAL RELATED SYSTEMS SHALL BE DEEMED AN Ip =1.5 FOR RESTRAINT METHODS OR AS NOTED ON THE DRAWINGS. REFER TO THE ABOVE NOTED CODES FOR INSTALLATION REQUIREMENTS AND EXCEPTIONS BASED ON SIZING, WEIGHTS AND MOUNTING HEIGHTS. 16. PROVIDE EARTHQUAKE RESTRAINTS FOR HVAC EQUIPMENT AS REQUIRED BY SMACNA SEISMIC RESTRAINT MANUAL, SEIZMIC HAZARD B. WIRES FOR CEILING SYSTEM ETC. SHALL NOT BE HUNG OFF HVAC EQUIPMENT OR HVAC EQUIPMENT SUPPORTS. 17. PROVIDE FIRE AND COMBINATION FIRE /SMOKE DAMPERS WHERE SHOWN ON PLANS AND WHERE REQUIRED PER CODE. 18, ALL PIPING PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE SEALED WITH AN UL APPROVED FIRE CAULKING. 19. SMOKE DETECTORS PROVIDING AUTOMATIC SHUTDOWN SHALL BE PROVIDED FOR HVAC EQUIPMENT DELIVERING IN EXCESS OF 2000 CFM [INCLUDING MULTIPLE UNITS DUCTED INTO COMMON DISTRIBUTION OR RETURN, WITH AN AGGREGATE SUPPLY GREATER THAN 2000 CFM1 OR EACH STORY OF RETURN SYSTEMS OVER 15 000 CFM IN A MULTI -STORY INSTALLATION, PER CODE. SMOKE DETECTORS SHALL BE FURNISHED AND NSTALLED BY ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE. POWER- WIRING AND INTERLOCK TO FIRE ALARM SYSTEM: BY ELECTRICAL CONTRACTOR AS APPLICABLE. 20. ACCESS PANELS SHALL BE PROVIDED BY MECHANICAL CONTRACTOR AND INSTALLED BY GENERAL CONTRACTOR. 21 ALL MOTOR STARTERS NOT SHOWN IN EQUIPMENT SCHEDULES SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. 22. FOR ALL "SEALED AIR TIGHT" SHAFTS OR ROOMS, THE FOLLOWING SHALL OCCUR: -ALL VERTICAL JOINTS INSIDE THE SHAFT SHALL BE PROVIDED WITH A CONTINUOUS SEAL FOR THE LENGTH OF THE JOINT, INCLUDING THE SHAFT CORNERS (BY GC) -TOP AND BOTTOM WALL TRACKS SHOULD BE CAULKED ALONG THEIR ENTIRE LENGTH (BY GC) -ANY FLOOR DECKING PERPENDICULAR TO THE SHAFT SHALL BE CAULKED (BY GC). FILLING WITH ROCK WOOL IS NOT ACCEPTABLE -ANY PENETRATIONS OF THE SHAFT CONSTRUCTION (DUCTWORK, CONDUIT, PIPING, ...) SHALL BE SEALED ON BOTH SIDES OF THE PENETRATION. -USE SECTION 905 OF THE 2006 IBC FOR MAXIMUM ALLOWABLE LEAKAGE AREA, FOLLOWING THE GUIDELINES FOR TIGHT STAIR SHAFT CONSTRUCTION. -ALL DOORS SHALL BE PROVIDED WITH TIGHT FITTING GASKETS, AND OPEN AGAINST THE DIRECTION OF ROOM /SHAFT PRESSURE. 23. MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE 12 FEET. REFER TO INSTALLATION DETAILS FOR SUPPORT REQUIREMENTS. FLEXIBLE DUCT FLAME SPREAD RATING SHALL BE < 25 AND SMOKE DEVELOPED RATING SHALL BE < 50. USE FLEXIDUCT MODEL G -KM FOR LOW AND MEDIUM PRESSURE APPLICATIONS OR APPROVED EQUAL. INSULATE DUCT PER NOTE 11 ABOVE. 24. LOCATION AND DETAILS OF EQUIPMENT, DUCT ROUTING, AND CONNECTIONS ARE APPROXIMATE. COORDINATE FINAL LOCATIONS WITH OTHER TRADES. INSTALL IN ACCORDANCE WITH APPROVED SUBMITTALS AND DETAIL DRAWINGS WHEN APPLICABLE. 25. FOR RESIDENTIAL INSULATION ON DUCTWORK AND PIPING SEE ENERGY CODE CHAPTER 5 AND TABLES 5 -11 AND 5 -12. 1. REFER TO ENERGY CODE SECTION 1414.2 FOR FURTHER REQUIREMENTS 2. REQUIREMENTS APPLY TO HEATED AND MECHANICALLY COOLED DUCT SYSTEMS AS NOTED. INSULATED COOLED DUCTS REQUIRED A VAPOR RETARDER (PERM < 0.5) AND SEALED JOINTS. 3. WEATHERPROOF BARRIER REQUIRED AROUND DUCTWORK TO MAINTAIN WATER TIGHTNESS. 4. INSULATE OUTSIDE AIR DUCTS TO BUILDING ENVELOPE LEVEL PER ENERGY CODE CHAPTER 13 UNTIL CONNECTED TO EQUIPMENT SERVED OR TO THE CODE REQUIRED SHUTOFF DAMPER (THEN R -7 FOR REST OF INSTALLATION ). 5. R -7 CAN BE USED IN LIEU OF BUILDING ENVELOPE INSULATION LEVEL IF: DEDICATED OUTSIDE AIR SYSTEM AND LESS THAN 2,800 CFM. CONDENSER WATER FOR NON ECONOMIZER SYSTEMS- INSULATION IS NOT REQUIRED) APPRO APN NUMBER 3365901365 JUL 17 2009 CIAO{ kyyjlg HILLMANS SEATTLE GARDEN TRS LOTS 1,2 & 3 LESS PORTION FOR BUILDING VISION LEGAL DESCRIPTION INTERURBAN AVE SOUTH, TGW PORTION OF TUKWILA TRAIL NO 1 LY SLY OF LOT 1 BLOCK 15 OF HILLMANS SEATTLE GARDEN TRACTS - BEGIN ON S LINE OF SAID LOT 1 LYING S 89 -37 -52 W 136.89 FT FROM INTSN OF SAID S LINE WITH SWLY MARGIN OF INTERURBAN AVE S THE SWLY LINE OF NELY 40 FT OF LOT 1 TH N 89 -37 -52 E 59.58 FT TAP OF CURVE TO RIGHT WITH 160 FT RADIUS & INITIAL RADIAL BEARING OF S 22 -13 -28 E TH SWLY ON SAID CURVE ARC DISTANCE OF 122.06 FT & C/A OF 43 -42 -40 TO SOUTH LINE OF SAID LOT 1 TH N 89 -37 -52 E 59.56 FT TO POB VICINITY MAP NO SCALE SITE MAP NO SCALE MECHANICAL SCOPE OF WORK: SEPARATE PERMIT REQUIRED FOR: D Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVISION REMOVE AND REPLACE ONE OF THE TWO EXISTING ROOFTOP FLUID COOLING TOWERS WITH A NEW TOWER, SIZED AT THE SAME CAPACITY AS THE TOWER THAT WAS REPLACED. ADD VFD CONTROL OF THE EXISTING TWO HYDRONIC CONDENSER WATER CIRCULATING PUMPS AND ADD TWO -WAY, TWO POSITION CONTROL VALVES TO A PORTION OF THE EXISTING WATER SOURCE HEAT PUMPS THAT EXIST WITIHIN THE BUILDING. THE QUANTITY AND DESCRIPTION OF THE HEAT PUMP CONTROL VALVES TO BE INSTALLED ARE DESCRIBED IN THE HEAT PUMP EQUIPMENT SCHEDULE. THESE MODIFICATIONS ARE INTENDED TO REDUCE THE OVERALL ENERGY CONSUMPTION OF THE BUILDING HYDRONIC SYSTEM. RECEIVED JUL1 5 2009 PERMIT CENTER t ISSUE FOR PERMIT M09 - 089 Hermanson Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575 - 9700 Fax: (206) 575 - 9800 www.hermanson.com Contractor Reg #: HERMACL005BJ TEAMSTERS ENERGY UPGRADE 14675 INTERURBAN AVENUE S TUKWILA, WA 98188 Revisions FILE COPY Permit No. Aan review approval is subject to errors and omi pproVa 0 ConstWCtion • �TNi ments- does-not p rize Ie violation = + + + ► �+ or ordinance. Receipt rl approved Field Copy and conditions is acknowledged: By Date: Design City Of TUkwIIa 7/14/09 DL ISSUE FOR PERMIT No. Date By Description Design Team DL Drawn ER Checked RD Scale AS NOTED Drawing Number C- 0235 -0030 Project Number 12 -9 -0030 Issue Date 7/14/09 LEGEND, ABBREVIATIONS, GENERAL NOTES, & SHEET INDEX - H\ /AC REVISIONS c ang c - • scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal r and may include additional plan review fees. M0.O0 EXISTING HYDRONIC HEAT PUMP SCHEDULE 07/09/09 UNIT TAG NEV AREA SERVED CUMATEMASTER MODEL (NOTE 3) TONS CONN SIZE CONTROL VALVE CV CONDENSER REMARKS GPM PD (FT) EWT LWT HHP -101 LARGE AUDITORIUM GRH -024 -LB 2.0 0/5 3.0 4.5 7.9 90 104 1,2 HHP -102 LARGE AUDITORIUM GRH -024 -LB 2.0 0.75 3.0 4.5 7.9 90 104 1,2 HHP -103 LARGE AUDITORIUM GRH -024 -LB 2.0 0.75 3.0 4.5 7.9 90 104 1,2 HHP -104 LARGE AUDITORIUM GRH -024 -LB 2.0 0.75 3.0 4.5 7.9 90 104 1,2 HHP -105 LARGE AUDITORIUM GRH -024 -LB 2.0 0.75 3.0 4.5 7.9 90 104 1,2 HHP -106 MED. AUDITORIUM GRH -036 -LB 3.0 0.75 4.7 6.8 4.1 90 104 1,2 HHP -107 MED. AUDITORIUM GRH -042 -LB 3.5 1.00 4.7 7.9 5.4 90 104 1,2 HHP -108 MED. AUDITORIUM GRH -036 -LB 3.0 0.75 4.7 6.8 4.1 90 104 1,2 HHP -109 AUD. STORAGE RM GRH- 024 -RB 2.0 0.75 3.0 4.5 7.9 90 104 1,2 HHP -109A KITCHEN /GYM GRH -024 -LB 2.0 0.75 3.0 4.5 7.9 90 104 1,2 HHP -110 GYM GRH -030 -LB 2.5 0.75 3.0 5.5 4.6 90 104 1,2 HHP -111 INT STORAGE GRH -024 -LB 2.0 0.75 3.0 4.5 7.9 90 104 1,2 HHP -111A LIFEW/ DUES GRH -024 -LB 2.0 0.75 3.0 4.5 7.9 90 104 1,2 HHP -112 NE PERIM OFFICES GRH -042LB 3.5 1.00 4.7 7.9 5.4 90 104 1,2 HHP -113 CEMENT MASONS GRH -024 -LB 2.0 0.75 3.0 4.5 7.9 90 104 1,2 HHP -114 PERIM N OFFICES GRH- 024 -RB 2.0 0.75 3.0 4.5 7.9 90 104 1,2 HHP -115 DISP. PHARMACY GRH -024 -LB 2.0 0.75 3.0 4.5 7.9 90 104 1,2 HHP -116 INT TRAINING GRH -036 -LB 3.0 0.75 4.7 6.8 4.1 90 104 1,2 HHP -117 CONF. 2/STORAGE GRH -036 -LB 3.0 0.75 4.7 6.8 4.1 90 104 1,2 HHP -118 CONFERENCE 1 GRH -030 -LB 2.5 0.75 3.0 5.5 4.6 90 104 1,2 HHP -119 LARGE AUDITORIUM GRH -042 -LB 3.5 1.00 4.7 7.9 5.4 90 104 1,2 HHP -120 NOT USED HHP -121 TRAINING PERIM GRH -036 -LB 3.0 0.75 4.7 6.8 4.1 90 104 1,2 HHP -122 PHONE BANK /TRAINING GRH -024 -LB 2.0 0.75 3.0 4.5 7.9 90 104 1,2 HHP -123 TRAINING PERIM GRH -024 -LB 2.0 0.75 3.0 4.5 7.9 90 104 1,2 HHP -124 NOT USED HHP -125 LARGE AUDITORIUM GRH -048LB 4.0 1.00 4.7 9.0 7.4 90 104 1,2 HHP -126 LARGE AUDITORIUM GRH -048LB 4.0 1.00 4.7 9.0 7.4 90 104 1,2 HHP -201 OPEN FLOOR (M) F043HHC1D 3.6 0.75 7.4 10.8 - 90 104 1,2 HHP -202 OPEN FLOOR (C) 804 -043H 3.6 0.75 7.4 " 11.3 - 90 104 1,2 HHP -203 OPEN FLOOR (M) F052HHC1D 4.3 0.75 7.4 12.9 - 90 104 1,2 HHP -204 OPEN FLOOR (M) F043HHCID 3.6 0.75 7.4 10.8 - 90 104 1,2 HHP -205 OPEN FLOOR (M) F043HHCID 3.6 0.75 7.4 10.8 - 90 104 1,2 HHP -206 OPEN FLOOR (C) 814048HSSSSSCOB 4.0 - 1.00 7.4 F 12.6 - 90 104 1,2 HHP -207 OPEN FLOOR (M) F043HHCIB 3.6 0.75 7.4 10.8 - 90 104 1,2 HHP -208 OPEN FLOOR (M) 1,2 HHP -209 OPEN FLOOR (C) 804 -043H 3.6 0.75 7.4 11.3 - 90 104 1,2 HHP -210 OPEN FLOOR (C) 804 -043H 3.6 0.75 7.4 11.3 - 90 104 1,2 HHP -211 OPEN FLOOR (C) 814- 036HSSSSSCOD 3.0 0.75 4.7 9.4 - 90 104 1,2 HHP -212 OPEN FLOOR (M) 1,2 HHP -213 OPEN FLOOR (C) 804- 031GUSFRENON 2.5 0.75 4.7 8.0 - 90 104 1,2 HHP -214 OPEN FLOOR (C) 804- 031GUSFRENON 2.5 0.75 4.7 8.0 - 90 104 1,2 HHP -215 NOT USED HHP -216 OPEN FLOOR (C) 804- 031GUSFRENON 2.5 0.75 4.7 8.0 - 90 104 1,2 HHP -217 NOT USED HHP -218 OPEN FLOOR (C) HS036GSZMLSGCSB 3.0 1.00 4.7 9.4 - 90 104 1,2 HHP -219 OPEN FLOOR (C) HS030GSZMLSGCSA 2.5 1.00 4.7 7.5 - 90 104 1,2 HHP -220 NOT USED HHP -221 NOT USED HHP -222 OPEN FLOOR (C) HS060HSZMLSGCSA 5.0 0.75 7.4 16.2 - 90 104 1,2 HHP -223 OPEN FLOOR (C) HS060HGSZMLSGSA 5.0 0.75 7.4 16.2 - 90 104 1,2 HHP -224 OPEN FLOOR (C) HLO3OGSZMRBGCSA 2.5 0.75 4.7 7.5 - 90 104 1,2 HHP -301 N INT GRH -042 -LB 3.5 1.00 4.7 7.9 5.4 90 104 1,2 HHP -302 NOT USED HHP -303 NW PERIM GRH -036 -LB 3.0 0.75 4.7 6.8 4.1 90 104 1,2 HHP -304 N INT GRH- 019 -RB 1.5 0.75 1.9 3.4 6.3 90 104 1,2 HHP -305 NT DUES /OFFICES GRH -036 -LB 3.0 0.75 4.7 6.8 4.1 90 104 1,2 HHP -306 W CONFERENCE GRH -024 -LB 2.0 0.75 3.0 4.5 7.9 90 104 i 1,2 HHP -307 W PERIM GRH -048 -LB 4.0 1.00 4.7 9.0 7.4 90 104 1,2 HHP -308 INT COPY /SMALL CONF. GRH -024 -LB 2.0 0.75 3.0 4.5 7.9 90 104 1,2 HHP -309 NOT USED HHP -310 N PERIM GRH -048 -LB 4.0 1.00 4.7 9.0 7.4 90 104 1,2 HHP -311 SE CORNER ZONE GRH- 019 -RB 1.5 0.75 1.9 3.4 6.3 90 104 1,2 HHP -312 NOT USED HHP -313 E PERIM. GRH -060 -LB 5.0 1.00 7.4 11.3 10.8 90 104 1,2 HHP -314 SW INT CONF /BREAK GRH -024 -LB 2.0 0.75 3.0 4.5 7.9 90 104 1,2 HHP -315 NOT USED HHP -316 SE INT CONF. /ADMIN GRH -048 -LB 4.0 1.00 4.7 9.0 7.4 , 90 104 1,2 HHP -317 SW PERIM. GRH -036 -LB 3.0 0.75 4.7 6.8 4.1 90 104 1,2 HHP -318 SW INT DUES /STOR GRH -024 -LB 2.0 0.75 3.0 4.5 7.9 90 104 1,2 HHP -319 W PERIM GRH -030 -LB 2.5 0.75 '3.0 5.5 4.6 90 104 1,2 HHP -320 SW CONF. /LOBBY GRH -060 -LB 5.0 1.00 7.4 11.3 10.8 90 104 1,2 HHP -321 NOT USED HHP -322 S INT STORAGE /MAIL GRH -024 -LB 2.0 0.75 3.0 4.5 7.9 90 104 1,2 HHP -323 NOT USED HHP -324 WEST PERIM GRH -042 -LB 3.5 1.00 4.7 7.9 5.4 90 104 1,2 HHP -325 NE PERIM GRH -048 -LB 4.0 1.00 4.7 9.0 7.4 90 104 1,2 HHP -326 SE PERIM GRH- 030-RB 2.5 0.75 3.0 5.5 4.6 90 104 1,2 HHP -327 S PERIM GRH -042 -LB 3.5 1.00 4.7 7.9 5.4 90 104 1,2 HHP -328 SE CORNER GRH -019 -LB 1.5 0.75 1.9 3.4 6.3 90 104 1,2 HHP -329 E LARGE CONF. GRH -015 -LB 1.25 0.75 1.2 2.60 9.0 90 104 1,2 PUMP SCHEDULE LAST UPDATED 07/10/09 UNIT TAG LOCATION SERVES BASIS OF DESIGN TYPE GPM OPER. HEAD FT H2O SHUT -OFF HEAD FT H2O CONSTRUCTION PRESS. PSI ELECTRICAL WEIGHT LBS REMARKS RPM BHP HP V /PH P -1 3RD FLOOR MECH RM CONDENSER WTR LP B &G SERIES 1510 -3E BASE MOUNTED 450 100.0 123.0 175.0 1,750 15.30 20 208/3 550 2,4,5 P -2 3RD FLOOR MECH RM CONDENSER WTR LP B &G SERIES 1510 -3E BASE MOUNTED 450 100.0 1210 175.0 1,750 15.30 20 208/3 550 2,4,5 P -3 3RD FLOOR MECH RM CONDENSER WTR LP B &g SERIES 90 - 2A IN -LINE 120 40.0 56.0 125.0 1,750 2.04 3 208/3 115 1,2,3 P -4 3RD FLOOR MECH RM BOILER CIRC PUMP B &G SERIES 60 2x5 -1/4 IN -LINE 100 15.0 21.0 125.0 1,750 0.75 3/4 120/1 75 1,2,3 GAS HOT WATER BOILER SCHEDULE LAST UPDATED: 07/10/09 UNIT TAG LOCATION SERVES BASIS OF DESIGN INPUT MBH OUTPUT MBH NG CONN EWT °F LWT °F GPM ELECTRICAL FLUE SIZE INCHES WEIGHT LBS REMARKS FLA V /PH B -1 MECHANICAL ROOM CONDENSER WTR LOOP HYDROTHERM KN -10 1,000 870 1 -1/4" 60 80 90 8 120/1 6 1,360 1 -6 1 15 208/3 8,300 ' 1 -9, 11 CT -2 ROOF BAC / VF1- 027 -22K SERIES 183 104 90 67 - 1 CLOSED CIRCUIT COOLER SCHEDULE LAST UPDATED: 07 /14/09 UNIT TAG LOCATION BASIS OF DESIGN TYPE TOTAL GPM EWT DEG. F. LWT DEG. F. AMB. WB DEG. F. MAX P.D. FT. SPRAY PUMP MOTOR TWO SPEED FAN MOTOR WEIGHT IN POUNDS REMARKS NO.OF PUMPS HP OF EACH V /PH NO.OF FANS HP OF EACH V /PH CT -1 ROOF VF1- 036- 41L /HZ SERIES 268 104 90 67 18.5 1 1 208/3 1 15 208/3 8,300 ' 1 -9, 11 CT -2 ROOF BAC / VF1- 027 -22K SERIES 183 104 90 67 - 1 1 208/3 1 10 208/3 4,860 1,10 ROOF 2ND FLOOR NEW --\ © CONSTRUCTION NOTES: 0 INSTALL NEW VFD ON EXISTING CONDENSER WATER CIRCULATING PUMP 0 INSTALL NEW CONDENSING WATER HEATING BOILER TO REPLACE EXISTING BOILER. CONNECT TO EXISTING GAS PIPING PER INTERNATIONAL FUEL GAS CODE ©3 INSTALL NEW ROOFTOP FLUID COOLING TOWER - SEE SHEETS M2.R1 AND M5.01 FOR ADDITIONAL INFORMATION ® SEE SHEET M2.01 FOR LOCATION OF HEAT PUMPS ON FLOOR PLANS © FURNISH NEW 3 -WAY MODULATING CONTROL VALVE TO BYPASS FLUID COOLING TOWER DURING PERIODS OF MINIMUM USE; CV =150 (CT -1),83 (CT -2) ©7 FURNISH PRESSURE REGULATING VALVE IN BYPASS LINE TO MAINTAIN FACTORY RECOMMENDED MINIMUM PUMP FLOW BOILER WITH INTEGRAL PUMP EXPANSION TANK © INSTALL NEW CONDENSER WATER CIRCULATING PUMP, P -3, AT LOCATION INDICATED. CAPACITY AS INDICATED ON SCHEDULE, THIS SHEET EXISTING ROOF CAP TO DDC TO DDC 1 HYDRONIC DIAGRAM SCALE: NTS EXISTING 1 POWER WIRING AND DISCONNECT PROVIDED BY ELECTRICAL CONTRACTOR 2 CONDENSING STYLE @ 87% MINIMUM EFFICIENCY 3 UL LABELED. PROVIDE WITH MANUAL PROBE LOW WATER CUT OUT, FLOW SWITCH, ON /OFF CONTROL VIA NEW DDC CONTROL SYSTEM & INTERNAL UNIT CONTROLS 4 25% PROPYLENE GLYCOL 5 BOILER SHALL HAVE FULLY MODULATING BURNER CONTROLS. PROVIDE WITH CONDENSATE TREATMENT ASSEMBLY. 6 MAINTAIN CLEAR SPACE ABOVE BOILER FOR BURNER ASSEMBLY REMOVAL PER MANUFACTURER'S RECOMMENDATIONS 1 DISCONNECT AND MOTOR STARTED BY ELECTRICAL CONTRACTOR 2 WATER LOOP CONTAINS 25% PROPYLENE GLYCOL FOR FREEZE PROTECTION 3 PROVIDE WITH P &T TAPS, DP GAUGE ACROSS PUMP 4 PROVIDE WITH VFD FOR TWO WAY CONTROL VALVES AT UNITS AND MOTOR TO BE INVERTY READY GRADE (INVERTER DUTY LEVEL NOT REQUIRED) 5 PUMPS INDICATED ARE EXISTING PUMPS TO REMAIN 2 TO 3RD FLOOR HEAT PUMPS 2 z TO 2ND FLOOR Z HEAT PUMPS Z TO 1ST FLOOR HEAT PUMPS TYPICAL HEAT PUMP INSTALL NEW 2 -WAY, 2 POSITION CONTROL VALVE AS INDICATED ON HEAT PUMP EQUIPMENT SCHEDULE NOTES: 1 PROVIDE 25% PROPYLENE GLYCOL SOLUTION - DOWTHERM SR -1 FREEZE PROTECTION FLUID 2 PROVIDE 5.0KW @ 208V /3PH BASIN SUMP HEATER. 120V /1PH POWER REQUIRED BY ELECTRICAL FOR HEATER CONTACTORS. 3 PROVIDE MECHANICAL VIBRATION CUTOUT SWITCH 4 ELECTRICAL TO PROVIDE DISCONNECT AND HEAT TRACING FOR COLD WATER MAKEUP LINE AND SPRAY PUMP PIPING 5 CONTROLS ARE EXISTING. 6 PROVIDE STEEL SUPPORT BASE WITH SPRING VIBRATION ISOLATION 7 FAN MOTOR TO HAVE SINGLE SPEED - SINGLE WINDING FAN MOTOR 8 ALL FAN /PUMP /HEATER DISCONNECTS AND MOTOR STARTERS BY MECHANICAL CONTRACTOR. 9 115V/1PH POWER REQUIRED FOR SUMP HEATER CONTROLS BY ELECTRICAL 10 EXISTING FLUID COOLER. 11 MECHANICAL CONTRACTOR TO DISCONNECT AND RECONNECT FLUID COOLER TOWER 1 EXISTING UNIT- TO REMAIN 2 FURNISH WITH NEW 2 -WAY, 2- POSITION CONTROL VALVE 3 "(M)" INDICATES MAMMON, "(C)" INDICATES CLIMATE MASTER REVIEWED FOR CODE COMPLIANCE APPROVED JUL 17 2009 City of Tukwila BUILDING DIVISION RECEIVED JUL 15 2009 PERMIT CENTER ISSUE FOR PERMIT Hermanson TEAMSTERS ENERGY UPGRADE No. Date By Description Design Drawn Scale Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575 - 9700 Fax: (206) 575 -9800 www.hermanson.com Contractor Reg #: HERMACLOO5BJ 14675 INTERURBAN AVENUE S TUKWILA, WA 98188 Revisions 7/14/09 DL ISSUE FOR PERMIT Design Team DL ER Checked RD AS NOTED Drawing Number C- 0235 -0030 Project Number 12 -9 -0030 Issue Date 7/14/09 SCHEDULES & DIAGRAMS HVAC M0.01 CONSTRUCTION NOTES: C INSTALL NEW TWO -WAY, TWO- POSITION CONTROL VALVE IN EXISTING HEAT PUMP PIPING 3RD FLOOR PLAN HVAC SCALE: 1/16" = 1' -0 r4 4.1 2ND FLOOR PLAN C HVAC - SCALE: 1/16" = 1' - 5 44 C. 1ST FLOOR PLAN HVAC N \ SCALE 1/16" = • 7 ILA • El ❑I El • LI Li CO LI 1] 4 4 4 M 4 r 0 4 -I- 0 N ✓ 1 r C C C H.1 Q C yoio Q PC C C Q r I J- r I I r CD I C 1 - LI I /ATOR LI C_ EMI -I- 1- -4- -4 -1- �G 1 H.1 o f K otiool QN -4 4- 1- 4- -4 -1-- 1 - r10MEt -r ✓ - ICJ r - 1 r • 4- 4- -1 r r- - 4 -1- 4-- 1 : r r - 4- 4- I I I H.1 n L.1 -4- r -r ✓ r 4- 1 L O N 4- r 4 - r r r - t - r -t -4 1 JUL 17 2009 -4- -4 4 -1- - 4 - - -- 1 1 REVIEWED FOR CODE COMPLIANCE APPROVED City of Tukwila BUILDING DIVISION LARC 1)DITORIUM 1 104 1 (�ATFRING PREP STORAGE ROOM bLErl CfDRRIDOR 1 11 •RE MEN r 11 _AI 4141_51.912 A_GE L!4J ELEV LOD OMEN LOCKEF SAUNA L) RAGE Ile6 1 MAIL S7 j STORAGE rir PHOFIE NAN�11AINING I 1Sb 1 TIM JOHNSON [ 1_I STO UTILITY 145 1 ECEPTI0 J WAITING rl3S� WAI TING U TILITY 1 149 1 c_ORRI ) OFFICE 1 143 1 OFFICE 1 144 1 NW FAIR CONTRACTING ti RECEIVED 11,1 5 2009 PERMIT CENTER ISSUE FOR PERMIT Hermanson Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575 -9700 Fax: (206) 575 -9800 www.hermanson.com Contractor Reg #: HERMACLOO5BJ TEAMSTERS ENERGY UPGRADE 14675 INTERURBAN AVENUE S TUKWILA, WA 98188 Design Revisions 7/14/09 DL ISSUE FOR PERMIT No. Date By Description Design Team DL Drawn ER Checked RD Scale AS NOTED Drawing Number C- 0235 -0030 Project Number 12 -9 -0030 Issue Date 7/14/09 1ST, 2ND & 3RD FLOOR EXISTING HVAC PLANS M2.01 • arrrim/4„rd,,/... /, id' & C _(EA' )" \ PIPING fk,10F CA PARTIAL ROOF PLAN DEMO CONSTRUCTION NOTES: \ CONNECT EXISTING PIPING TO NEW ROOFTOP CT -1 ROOF PLAN - HVAC SCALE: 1 /8" = 1' -0 SCALE: 1/8" = 1' -0 \ INSTALL NEW ROOFTOP FLUID COOLER, CT -1 ON ROOF SUPPORT SYSTEM - IF REUSING EXISTING. SUPPORTS, MAKE ANY NECESSARY MODIFICATIONS TO ACCOMMODATE NEW EQUIPMENT. \ DETACH EXISTING PIPING FROM ROOFTOP UNIT AT THE LOCATIONS INDICATED. CAP PIPING IN PREPARATION FOR REMOVAL OF EXISTING UNIT O4 REMOVE EXISTING FLUID COOLER AND RETAIN UNIT FOR OWNER OR DISPOSE OF UNIT - AS DIRECTED BY OWNER. RECEIVED 5 2009 PERMIT CENTER ISSUE FOR PERMIT Hermanson Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575 -9700 Fax: (206) 575 -9800 www.hermanson.com Contractor Reg #: HERMACLOO5BJ TEAMSTERS ENERGY UPGRADE Design Drawn 14675 INTERURBAN AVENUE S TUKWILA, WA 98188 Revisions 7/10/09 DL ISSUE FOR PERMIT No. Date By Description Design Team DL ER Checked RD Scale AS NOTED Drawing Number C - 0235 - 0030 Project Number 12 -9 -0030 Issue Date 7/10/09 ROOF PLAN - HVAC M2.R1 ° RD CI RD y ���, __. _.._._. \ 0 (RD\ 211 8x8 GO SENECK 0 C RD\ / `r l L (EF -30 J 8x8 LOOSENECK (E ,1 & CHHICAL TREATMENT - ' LL PROILCIION 1 S ELECTRICAL CONTRACTOR TO PROVIDE DUPLEX /115 VOLT OUTLETS @ 20 AMP', 1' 2 (EA) EACH ,._._. _..__._._. _ �. _. _ _. _r CI erN • \\.\ EFRIG PIPING CAP WEST TOILETS EXISTING & CWS \ CT -2 7\ I CWR EF -2 /,07/ //a t ; . MAK P WATER ---- 0 25x25/L -1 0 v� 1 " REVIEWED FOR % , � CODE CO ®LI ANCE '; I ` ` it MAU 1` X \ ►. 8x8 GOOSENE DJ � (EF -303) K , JUL 17 2009 C� ( VTR j • EF -3 _ 0�� ' BUILDING DIVISION f r ® \ EAST TO I LETS) I _ - - - - - - - - - - - 0 - OOF CAP \I EF -302 CVIRD K\ o 8 © 12x12 GOOSENECK (E -,: PIPING 01 , • \ • �.. ', � EF -1 j j / RELIEF CAP 27'-0" 1 I I �Ox10 REFRIG INSTALL CAP &RIG INSULATION MAU -2 12].-- IV ' - 8 : - : (R OF CURB BY OTHERS) RD (R\ ,L1;) o \RD\ 0 \RD\, o \RD\ C RD-) • arrrim/4„rd,,/... /, id' & C _(EA' )" \ PIPING fk,10F CA PARTIAL ROOF PLAN DEMO CONSTRUCTION NOTES: \ CONNECT EXISTING PIPING TO NEW ROOFTOP CT -1 ROOF PLAN - HVAC SCALE: 1 /8" = 1' -0 SCALE: 1/8" = 1' -0 \ INSTALL NEW ROOFTOP FLUID COOLER, CT -1 ON ROOF SUPPORT SYSTEM - IF REUSING EXISTING. SUPPORTS, MAKE ANY NECESSARY MODIFICATIONS TO ACCOMMODATE NEW EQUIPMENT. \ DETACH EXISTING PIPING FROM ROOFTOP UNIT AT THE LOCATIONS INDICATED. CAP PIPING IN PREPARATION FOR REMOVAL OF EXISTING UNIT O4 REMOVE EXISTING FLUID COOLER AND RETAIN UNIT FOR OWNER OR DISPOSE OF UNIT - AS DIRECTED BY OWNER. RECEIVED 5 2009 PERMIT CENTER ISSUE FOR PERMIT Hermanson Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575 -9700 Fax: (206) 575 -9800 www.hermanson.com Contractor Reg #: HERMACLOO5BJ TEAMSTERS ENERGY UPGRADE Design Drawn 14675 INTERURBAN AVENUE S TUKWILA, WA 98188 Revisions 7/10/09 DL ISSUE FOR PERMIT No. Date By Description Design Team DL ER Checked RD Scale AS NOTED Drawing Number C - 0235 - 0030 Project Number 12 -9 -0030 Issue Date 7/10/09 ROOF PLAN - HVAC M2.R1 PLACE NEW ROOFTOP FLUID COOLER ON ROOFTOP; PROVIDE NEW ROOFTOP SUPPORT OR REUSE EXISTING IF SUPPORTS CAN BE ADAPTED TO NEW UNIT. ________ / r j I � � i WAS L __I L._ _J L_ _J L_ _ 1 _10" _______ ___ ,_ _ i___ ____ _ _ ______ _____ ____ _ ___ _ _____________ ___ _ . _ _... -- .... _______ _______ _________ _________ __I____ 1_____ h _ _ _______ _ - ______ ____ ___ ___ _ ________. _ _ ____ _____ OUTLINE OF EXISTING ROOF- MOUNTED FLUID COOLER SCALE: 1/8" = 1' -0" CT -1 EAST ELEVATION PLAN HVAC REVIEWED FOR CODE COMPLIANCE APPROVED JUL 17 2009 City of Tukwila BUILDING DIVISION RECEIVED Ill 5 2009 PERMIT CENTER ISSUE FOR PERMIT Design Drawing Number Hermanson Hermanson Company LLP 1221 2nd Avenue North Kent, Washington 98032 Tel: (206) 575 -9700 Fax: (206) 575 -9800 www.hermanson.com Contractor Reg #: HERMACLOO5BJ TEAMSTERS ENERGY UPGRADE 14675 INTERURBAN AVENUE S TUKWILA, WA 98188 Revisions 7/10/09 DL ISSUE FOR PERMIT No. Date By Description Design Team DL Drawn ER Checked RD Scale AS NOTED C- 0235 -0030 Project Number 12 -9 -0030 Issue Date 7/10/09 EAST ELEVATION PLAN HVAC M5.01