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HomeMy WebLinkAboutPermit M11-001 - EMERALD CITY MOVING & STORAGEEMERALD CITY MOVING & STORAGE 18325 SEGALE PARK DR S Mi 1 -001 City oilI'ukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us 9/ MECHANICAL PERMIT Parcel No.: 3523049119 Address: 18325 SEGALE PARK DR B TUKW Project Name: EMERALD CITY MOVING & STORAGE Permit Number: M11 -001 Issue Date: 01/14/2011 Permit Expires On: 07/13/2011 Owner: Name: Address: Contact Person: Name: Address: Email: Contractor: Name: Address: Contractor SEGALE PROPERTIES LLC PO BOX 88028 , TUKWILA WA 98138 BUD WARE 109 WASHINGTON BL, STE B , ALGONA WA 98001 BUDW @FIRESTARMECH. C OM FIVE STAR MECHANICAL 3902 W VALLEY HY STE 200 , AUBURN WA 98001 License No: FIVESM *010JT Phone: 206 786 -8276 Phone: 253- 833 -8284 Expiration Date: 04/30/2012 DESCRIPTION OF WORK: REPLACE 7.5 -TON HVAC UNIT WITH 8.5 -TON HVAC UNIT TO SERVE FIRST FLOOR USING EXISTING DUCTWORK. REPLACE 3 -TON HVAC UNIT WITH 5 -TON HVAC UNIT USING NEW DUCTING TO SERVE SECOND FLOOR. ADD SERVER ROOM UNIT AND VVT CONTROL SYSTEM FOR FIRST FLOOR. ADD EXHAUST FAN AND (2) BATHROOM EXHAUST FANS AS WELL AS ADD (1) DRYER VENT. Value of Mechanical: $45,000.00 Type of Fire Protection: SPRINKLERS /AFA Permit Center Authorized Signature: Fees Collected: $734.81 International Mechanical Code Edition: 2009 Date: ll I hereby certify that I have read and examined this p and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether s ecified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit and agree to the conditions on the back of this pe t. Signature: i Print Name: (, 604 e" re r Date: 1 *// 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. doc: IMC -4/10 M11-001 Printed: 01 -14 -2011 • • PERMIT CONDITIONS Permit No. M 11 -001 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Readily accessible access to roof mounted equipment is required. 5: Insulating materials, where exposed as installed in buildings of any type of construction, shall have a flame spread index of not more than 25 and a smoke development index of not more than 450. Where facings are installed in concealed spaces m buildings of Type III, IV, or V construction, the flame spread and smoke - developed limitations do not apply to facings, that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. 6: 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. 7: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 8: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 10: 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. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned m the alarm panel and local U.L. central station supervision is required. (City Ordinance #2051) 14: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air- moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 15: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 16: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 17: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 18: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (MC 104.2) 19: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. doc: IMC -4/10 M11 -001 Printed: 01 -14 -2011 ' 20: All electrical work and equipmillhall conform strictly to the standards of the Snal Electrical Code. (NFPA 70) 21: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 22: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 23: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IMC -4/10 M11-001 Printed: 01 -14 -2011 CITY OF TUKWIR Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.eLtukwila.wa.us Mechanical Permit No. n Project No. - - 10 - l� (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *please print ** SITE LOCATION Site Address: 18325 Segale Park Drive B Building 771 Tenant Name: Emerald Moving Property Owners Name: Segale Properties LLC Mailing Address: P.O. Box 88028 King Co Assessor's Tax No.: 2-L34 - I 1 ti Suite Number: Floor: New Tenant: m Yes ❑ ..No Tukwila WA 98188 City State Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: Bud Ware Mailing Address: 109 Washington Boulevard Suite B E -Mail Address: budw @fivestarmech.com Day Telephone: (206) 786 -8276 Algona WA 98001 City State Fax Number: (253) 852 -8285 Zip MECIHANICAL CONTRACTOR INFORMATION Company Name: Five Star Mechanical Mailing Address: 109 Washington Boulevard Suite B Contact Person: Bud Ware E -Mail Address: budw @fivestarmech.com Contractor Registration Number: FIVESM`01 OJT City WA 98001 State Zip Day Telephone: (206) 786 -8276 Fax Number: (253) 852 -8285 Expiration Date: 04/30/2012 ARCHITECT OF RECORD — All plans must be stamped by architect of record Company Name: Mailing Address: Contact Person: E -Mail Address: City Day Telephone: Fax Number: State Zip . ENGINEER OF. RECORD — All plans must be stamped by engineer of record Company Name: Mailing Address: Engineers Northwest Inc., P.S. 6869 Woodlawn Avenue NE #205 Contact Person: Joel Kipple E -Mail Address: H:\Applications'Fomus- Applications On Line \2010 Applications \7 -2010 - Mechanical Pcnnit Application.doc Revised: 7 -2010 bh WA City State 98115 Day Telephone: (206) 525 -7560 Fax Number: (206) 522 -6698 Zip Page 1 of 2 4111 4111 Valuation of project (contractor's bid price): $ 45,000 Scope of work (please provide detailed information): Replace 7.5 ton hvac unit with 8.5 hvac unit to serve first floor use existing ductwork. Replace 3 ton hvac unit with 5 ton hvac unit new ducting serves 2nd floor. Add server room unit. vvt control system for 1st floor. Add exhaust fan. add 2 bathroom exhaust fans and add 1 drier vent. Use: Residential: New ❑ Replacement ❑ Commercial: New ❑ Replacement Fuel Type: Electric ❑ Gas m Other: Indicate type of mechanical work being installed and the quantity below: Unit Type: Qty Unit Type: Qty Unit Type: Qty Bioler /Compressor Qty furnace <100k btu air handling unit >10,000 cfin fire damper 0 -3 hp /100,000 btu furnace >100k btu evaporator cooler diffuser 10 3 -15 hp /500,000 btu floor furnace ventilation fan connected to single duct 1 thermostat 1 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 ethe mechanical equipp ment air handling unit <10,000 cfm 3 incinerator — comm/ind PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 intemational 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 OWNER OR AUTHORIZED AGENT: Signature: 4Lj bQ -e.. t il:1 --P,4 Print Name: Gerald L. Ware Jr. Day Telephone: (206) 786 -8276 Mailing Address: 109 Washington Boulevard Algona WA 98188 Date: 01/03/2011 City State Zip IDate Application Accepted: p')1 �I t Date Application Expires: 1 Staff Initials: H:Wpplications \Forms- Applications On Line\2010 Applications \7 -2010 - Mechanical Permit Application.doc Revised: 7 -2010 bh Page 2 of 2 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT ParcelNo.: 3523049119 Permit Number: M11 -001 Address: 18325 SEGALE PARK DR B TUKW Status: APPROVED Suite No: Applied Date: 01/03/2011 Applicant: EMERALD CITY MOVING & STORAGE Issue Date: Receipt No.: RI 1 -00077 Payment Amount: $587.85 Initials: TLS Payment Date: 01/14/2011 08:23 AM User ID: 1670 Balance: $0.00 Payee: FIVE STAR MECHANICAL TRANSACTION LIST: Type Method Descriptio Amount Payment Check 35482 587.85 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES 000.322.102.00.00 587.85 Total: $587.85 doc: Receiot -06 Printed: 01 -14 -2011 INSPECTION 'RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. .CITY OF. TUKWILA BUILDING DIVISION • • :• • v6ilt" 6300 Southceniei. Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: em a A-4i -6 4irie Type of Inspection: ,g..... Fi A14- 4 Address: i 45‘..g° 2%. S 4 4-1,.' IP Date Called: VIM 'MI 6 ttikk Special Instructions: i . . • 0 , 0 41 i ,4i-Alerst4 7 8 6 46 a'_" 'Al°1 Date Wanted: tellit'_,_ i — Z 6 .-- / r P• • Requester: . . Phone No mo 4 --7.14_4 -927 tc pproVed &applicable codesi • Corrections required prior to approval. v COMMENTS: •.. ....--1, , c--- . .. • . • _ - / '.. .7.::-... . \ .. ... ., i, ' '1"•-•.„ ... 1 . . . . . . .. ...- . . .. . . ym Or ' A• ..:- . ........••■,.. ' 0., 1-1 RE) PECT1 N F E R4 RED. • • paidAt 6300iaouthcenrer Blvd.. Suite . next inspection, fee must be. O. Call to schedule reinspection. • • gletg:.:" z.61,1 • • r INS INSPECTION RECORD Retain a copy with. permit ECI ION NO. PERMIT NO. CITY OF.TUKWJLA :BUILDING DIVISION 1�--�- .6300 outhcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 =2451 Project: • • '1 eta 4+d 6 ai re, Type of Inspection: - „erroilts ihe 7Wra Address: Date Called: Special Instructions: ' •} ICJ 7 4tki Date Wanted: -CO Requester: ••. Phone No: .per- a a placable codes. Corrections required prior to approval. 5. } r. I✓• .11 r :. Date :_ 1 -271( 1:1(Rp NSPECTION FE REQUIRE . Prior to next inspection.-fee ust be d at 6300 Southce ,)er Blvd.. Suite 100..Call to schedule reinspection. • "... INSPECTION RECORD Retain a copy with permit S'PECTION NO. PERMIT NO. . . CITY OF TUKWILA BUILDING DIVISION e- • 6300 Southcenterillvd., #100, Tukwila. WA 98188 (206).431-3670 k. Permit Inspection Request Line (206) 431-2451 Project: esdifit 41.61, ,a irti Type ofInsPection: s Pp fP■. — i KJ . Address: 1 8 5 2 544i. P-VP e-ra Date Called: • ("4 Special Instructions: • - - Date Wanted: . . arf .m. Requester: Phone No: EApproved per applicable codes. Corrections required prio'r to approval. COMMENTS: ••■ sremoi r4./- z 4 kileir-ri- I of r: OW: et.z.,... NSPEITIO FEE•RE IRED. P ior to next inspection. file must be aid at 6300 Southcenter rd..'S ite 100. Call to•scbedule reinspection. ENWENGINEERS NORTHWEST, INC., P.S. ^• STRUCTURAL ENGINEERS PROJECT # SUBJECT 7 ?- 071 —Qtk QETRILs 6869 WOODLAWN AVE; N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522 -6698 PROJECT SEGAIE ?7( 606, — EMERAts TI DATE I2 -2q 1O SHEET OF 2 BY cTK FILE COPY (E) W1'2x22 (E). W1 2x22 (8' 2x12 63/4 "X 28/," 668 c =1,h„ (E) 61/44)(17!' GG8. C r.; I 1/2' REVIEWED CODE COMP Amon JAN 2 FOR ANC it NEW 9251' MAX. 8,5 TON RN OVER FDDTPRVNT of EPA WIT Id/ 212# MAX. CuW 8 .ADAPTER City of Tukwila BUILDING DIVIRIfl NEW 600* MAX. S Tort Are : OV tQ • F001101T. of : Ewe'. (Nit w/. I91* MA%' CURB ADAPTER (E)._ %" PLYWOQO CO 2x4 5U8PURuNS u 2' -O" % w/ 5IMPsON NANGE125- !E) Nxlq . DF NO. 2 CITY JAN 0?2011 PERMIT CENTS PARTIAL loot FRAMING PLAN lt- Ors IBM. 0 /ONA L tiN- 4 •IC/. ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522 -6698 PROJECT # 77 -011— 019 PROJECT SEGAtE 771 61DG. — EMEQALI) CITY 1461/C121. 7T DATE /2_29_MQ SUBJECT SHEET 2 OF 2 BY 11t NEW ROOFTOP MECH. UNIT w/ WEIGHT & tot, Pat PuW • J N. EXIST. MECH. (Ul(q TO REMAIN TYPICAL QOOFTOP MECH. UNIT DETAIL SECTIO A -1 I) eonrrR4crOR To VERIFY 7U/11 EXITT, CuR6 BEARS DI!2EcTtY ply THE EXIST. ,FRAMING: AS SNGtdN W/ /11/41 14 04 SGt2EWED CGNN, CON772ACTo TO FlEZD .IIFY.' coiliw. g (ZEPOYtr ?0 EMAf ?21a2 Yfi F/NISHINn /NST'AttA*A ' 2) CONTRACTOR To VERIFY -MST COB ADAPTER ,CON/ TO E)cgST. CORE IS ADE4uATE FoR 320# ASD SubsNG toAD EA :SID NEW. euR6 AtAP1ER 6Y OTHERS (SEE NOTE 2 ERow) ;EXIST, GI,B PE2 PLAN. (SEE M'TE 1 SEtow) STRUCTURAL ENGINEERS Engineers Northwest Inc., P.S. FILE COPY Permit No. IA1 -(16( STRUCTURAL CALCULATIONS FOR SEGALE 771 BUILDING EMERALD CITY MOVERS TI - RTU REPLACEMENT REVIEWED FOR CODE COMPLIANCE pPa19P1iiED JAN 12 2011 City ot Tukwila BUILDING DIVISION We get buildings built. 18325 Segale Park Dr. B Tukwila, WA 98188 Robert Raichle, PE /SE Joel Kipple, E.I.T. tl.Ag .10 December 29, 2010 ENW Project No. 77- 071 -014 CODE: 2009 IBC • 0 CITY JAN 0? 2011 CENTER 0 6869 Woodlawn Avenue NE • Seattle, WA 98115 206.525.7560 • fax 206.522.6698 www.engineersnw.com NWENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522 -6698 PROJECT # 17 - G1 I-619 PROJECT SEGAtE 711 8166 — EH62pin core ma/025 71 DATE l2-2R-111 SHEET 1 OF 10 BY SUBJECT (E) 3x18 + +" (E) 3x18 +i" J. (E) W12x22 I (E) W12x22 1 (E) W12x22 I (E) 4x14 l " IC ( GLB WBC METAL S-RAP SPAN TYP. 6x 28 + 1 J- NEW 38 "x132" (E) 21(12 GLB $.S Tot - -- -- - -� _ CTp/ (E) '1x6 r 00 / -.1.-- 1 9 60 W+ 212 # = 111-7# UST CuIQ$ um / cuR6 tA1)gP #� +191' -791 # tAMe/a2 E w (E 2x4 SIMPSC in PO (E) 5x24 +1 11 (E) 5x312 +1 i" REDLAM NG LVL CO 4' -0 "oc C -2.1 9' -9" = 8' -7" � PARTIAL ROOF FRi M►NG Pc /1N 1 RiV5 ENGINEERS NORTHWEST, INC., P.S. - STRUCTURAL ENGINEERS PROJECT # 77—Olt—Dig PROJECT SUBJECT 8,5 Tow uv/r specs 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAX (206) 522-6698 5- 6G•ptE 71! 66D& — &44632 ,4tA e27Y MOVERS' TI DATE /Z-22-10 SHEET 2 OF 10 BY A B 13 CURBS & WEIGHTS DIMENSIONS - 481IC 07 -09 (cont.) 01111 5ID. 0011 0[16111 r C0RII(8 8116111 NO (000(8 0(16111 101 CO219 0(1001 IC1 CDR [R 0((6111 (DI : C.G. LDS. KG. 105 KG. LDS. K6 105. SG. (05. 06. X Y 1 4880401 165 341 16511 15 152.1 693 211.1 91.4 212 3 105.4 42 318 110161 34 314 1862 61 19 )(8 15051 480(•008 925 419.5 204.1 92.6 190.9 86.6 256.1 116.2 116.2 2(3.9 213 9 124.2 42 5/8 110821 34 118 18611 22 110 15811 4811C•009 6211 419.5 204.1 92.6 190.9 86.6 256.1 124.2 42 518 110821 34 1/8 18611 21 118 1581) CM. I, uggi Fig. 6 - i)imensions 41(1IC 07 -09 4t1'M18mmj l0" (457 mm) 18" (457 min) 12" (305 min) - - -__ 4— 2 (1007 mmr 38" (914 mm) Special --- --•- der(914 mmj-- .--• --.... 18" (457 mm) -- '4821219 mm) - -- 42" (1007 mm) 38" (914 mm) Special 00033? Fig. 7'- ServiceClefmace Unll dreconnecl s mounTed on panel No dlsconnocl, convenience outlet option Recommondod service clearance Minimum clearance SI rtaCe 6ehmd servTccr� grounded (a,g., meiaTmasonry Surface behind servitor is electrically non- conduclivo (e.g., wood, fiberglass) Check for sources of flue products within 10 -0 of unit fresh elr Intake hood Side condensate drain Is used Minimum clearance No I(ue disdidrge accessory inslalle�su'ifscells combustibio matorlal - - — Surface behind sorvicer Is grounded (e.g., metal, masonry wall, another unit) Surface behind servitor is electrically non - conductive (e.g., wood, fiberglass) Check for adjacent units or building fresh air intakes within (0 -11 of This unit's flue outlet 20 C1 : 00 uggi Fig. 6 - i)imensions 41(1IC 07 -09 4t1'M18mmj l0" (457 mm) 18" (457 min) 12" (305 min) - - -__ 4— 2 (1007 mmr 38" (914 mm) Special --- --•- der(914 mmj-- .--• --.... 18" (457 mm) -- '4821219 mm) - -- 42" (1007 mm) 38" (914 mm) Special 00033? Fig. 7'- ServiceClefmace Unll dreconnecl s mounTed on panel No dlsconnocl, convenience outlet option Recommondod service clearance Minimum clearance SI rtaCe 6ehmd servTccr� grounded (a,g., meiaTmasonry Surface behind servitor is electrically non- conduclivo (e.g., wood, fiberglass) Check for sources of flue products within 10 -0 of unit fresh elr Intake hood Side condensate drain Is used Minimum clearance No I(ue disdidrge accessory inslalle�su'ifscells combustibio matorlal - - — Surface behind sorvicer Is grounded (e.g., metal, masonry wall, another unit) Surface behind servitor is electrically non - conductive (e.g., wood, fiberglass) Check for adjacent units or building fresh air intakes within (0 -11 of This unit's flue outlet 20 331!4• E(A) 53 7/15. Naves 1.15" ADDED 70 OLD CURS 0.0 2. MATERIAL 3, GASKET' PROVIDED WITH CURB 4. t. INSULATION: 1.1 1/21.8 DENSITY I� 3" 661/4 �{ Attn: Tag: Approval: EXISTING CURB LAYOUT 65 3/4" 42 5/5" 6 12 C n J u 44 2" 21/4 —' 2114 — 14 5/8" 1732` 26 1/4" CURB SHOWN IS CD! STANDARD CONFIGURATION COI RESERVES THE RIGHT TO CHANGE LAYOUT WITHOUT NOTIFICATION. IF CURB 15 NEEDED IN A DIFFERENT CONFIGURATION CDI MUST BE NOTIFIED PRIOR TO PLACING AN ORDER. %N REVLUO55 LOWER WEIGIITTO'28' WALL Off X000. 8/2/10 1 00 81 314" ati•AR Caovi/ ER RETURN arExixGS. Ax liC (K CRAW /MIS OK AS IS 211.81 =an Utrf• O.OLNARES Tuesday, FeWary 73.200 1- 3510-0005 124.-i7 AM QUOTE #: 1750 TYLER ST NW cviEta4. 0.lut 45128 17033.151 1 -35104005 au. 1:25 ..a: 1 ✓ 3 v 1 I h z l+, tri CA z 0 00 ON °o v m 7" Z n C71 v tRE CA m - lI o oo SNit tJ1 CIN o ▪ � N co co ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS PROJECT # 77 -0 7I -Ofy PROJECT SUBJECT 5 7DA1 UNIT SPE(S 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 5E&AI,F T I ffL1 — EMg02, 13. core MaVEaS TI DATE 12 -23 SHEET LI OF IG BY to ri LdC CURBS & WEIGHTS DIMENSIONS - 48HC 04 -06 (cont.) wit 310 will %1Clif 0061103 8116111 161 008809 n(IG 1 T0) 006006 DEIGN (C1 (090(9 )((I60i 101 14 00 Cam. . 000 C.G. 8( 1601 LOS. KG, 105, KG. (83. O. 05. KG. 101. 66. 0 1 ( 481440 SOS 119 l04 56 69 III 111 53 65 178 144 58 65 Iii 62 36 1/819181 74 318 _ 1619) 1914831 4800300 090 966 151 151 69 36 184 19111 93 315 13941 (3 118 0111 .J.8)1:336_122. 111 156 1 1 115 66. 144 65 105 10 15 118 1 3 1 1 1 (3 1/4 15911 19 tit 11351 1. 5U1104)0 0111 6(16111 IS Nil (08 GAS 11(41 000 IMO 9 PADA618G. 003 0)8(6 OPIIIIS All AM /35081(5 9(((0 10 01( ((0DUCI DATA 00113.06. A D IIig.2 - Dimensions 4811C 54 -06 48" (1219 mm) 10' (467 mm) 18" (457 mm) 12' (308 mm) n2 7007mmf� 38" (914 mm) Special — 38-'' (014 mm}.----- _ 18" (457 mm) 48" (1219 mm) 42" (1007 mm) 38" (014 mm) Special C10162 C00331 Fig. 3 - Service Cleanulce rtriffi 17 v - -- - - - --- Unit d sco(inneG iemoun(ed on panel No disconnect, convenience ouliet option Recommended service clearance Minimum clearance _.. _ _- -_�un . iff_. aoy. Su oce behind servlcer Is grounded re-a, mete(, masonry wail) Surface behind soMeer is electrically non - conductive (e.g., wood, Ilbergless) Cheek for sources of Otto products within 10 -ft of unit fresh air [Matto hood ai ■c'ndense(e aid n'7 s used — — Minimum clearance No flue acce ssorify T. au_ ' ace _oo. robustb le material Surface behind sorvlcor is grounded (e.g., metal, masonry wall, another unit) Surface behind service!' i3 electrically non- conducUvo (e.g., wood. fiberglass) Check foradjaoont units or building fresh air intakes within 10 -ft of this unit's flue gullet 17 2I ti: I'M 14 00 Cam. . 000 IIig.2 - Dimensions 4811C 54 -06 48" (1219 mm) 10' (467 mm) 18" (457 mm) 12' (308 mm) n2 7007mmf� 38" (914 mm) Special — 38-'' (014 mm}.----- _ 18" (457 mm) 48" (1219 mm) 42" (1007 mm) 38" (014 mm) Special C10162 C00331 Fig. 3 - Service Cleanulce rtriffi 17 v - -- - - - --- Unit d sco(inneG iemoun(ed on panel No disconnect, convenience ouliet option Recommended service clearance Minimum clearance _.. _ _- -_�un . iff_. aoy. Su oce behind servlcer Is grounded re-a, mete(, masonry wail) Surface behind soMeer is electrically non - conductive (e.g., wood, Ilbergless) Cheek for sources of Otto products within 10 -ft of unit fresh air [Matto hood ai ■c'ndense(e aid n'7 s used — — Minimum clearance No flue acce ssorify T. au_ ' ace _oo. robustb le material Surface behind sorvlcor is grounded (e.g., metal, masonry wall, another unit) Surface behind service!' i3 electrically non- conducUvo (e.g., wood. fiberglass) Check foradjaoont units or building fresh air intakes within 10 -ft of this unit's flue gullet 17 2I ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FAx (206) 522-6698 PROJECT # 77- 071 —OIN PROJECT Si &A1E 7'11 1 LDG — 644E2,q11) ci1Y MOVEoS TI SUBJECT 5 ion/ uNir sPEis DATE 12 -23 -10 SHEET S OF (0 BY "S{( g 9 1 a a 4 Pi a r-H-1 Input = Job Number. Job Name: Location: ENGINEERS- NORTHWEST, INC.P.S. 6869 WOODLAWN AVE. N.E. (SUITE 205) SEATTLE, WA. 98115 Property of Engineers Northwest, Inc., Seattle - Use by others unlawful LATERAL LOADING FOR MECHANICAL UNITS 77 -071.014 SeaQale 711 Building - Emerald City T(- RTUS Grids 1<&2 Component Definition: Table 13.6 -1 Category = Site Class (soil) = S. = I,,= Equipment is mounted on Wind Speed = Exposure = Category = Is this a hunicane prone region? Kd° Wind is The mechanical uNt is MU Operating Weight = MU Height = MU Length = MU Width = Roof height above ground level = Building Width = Seismic Output F,= Sus= Spa= aF/RP z/h = Fpu= 1.6'Spelp •Wn = Fp,=0.4'ap'SOS /R (1 +2z/h)Wp= Fp,= 0.3'SOS'IP Wp= Wind Output Comparison: Fp, design = Fp design = Fp design = z= 1= Ka= q.= (KA.4 = (Ke)pw.d = G= C,= 41.)o ,G,C, _ (gl)r,.mGC1 Ar= Area Factor = F,m = q:G,CA, _ FppMd ° %GCA, = F= SHEET 6 OF !0 REV.1 12/2/09 REV. 2 2/3/10 Seismic: ASCE 7 -05 Section 13.3.1 Mechanical & Electrical Component Attachments Wind: ASCE 7 -06 Section 6.6.15.1 & Figure 6-21 (rooftop equipment) ME -1) Alr -elde HVAC, fans, air handlers, alr conditioning unite, cabinet heaters, alr distribution boxes and other 4Tabie 13.6 -1 Mechanical and Electrical Components D 0.93 1.0 Roof 88 mph B 11 160 1.00 Normal to Paco Rigid 1137 Ibs 4.00 ft. 6.60 ft. 4.00 ft. 38.87 ft. 200.00 ft Section 13.1.3 TOP OF ROOF Table 1 -1 Table 6-1 Table 8-4 Not Dynamically Sensitive 1.13 Table 11.4 -1 1.049 Sms = FaSs Section 11.4.3 (Eq. 1.4-1) 0.699 Sds = 2l3Sms Section 11.4.4 (Eq 11.4 -3) 0.417 Table 13.6-1 1.0000 at roof level 1.1184 'WD Upper bound (Eq. 13.3-2) 0.3495 'W,, Calculated (Eq. 13.3-1) 0.2097 'W,, Lower bound (Eq. 13.3 -3) GRADE 6.5 ft 1137 Ibs (MAX.) MU 4ft NOTE: Wind direction Is Into page 38.67ft Y n 200 ft J 0.3495 'W (U.S.D.] 0.2447 *W (A.S.0.] Working ( 0.7 factor ) 278 lbs . -Total Force [A.S.D.1 38.87 R. (height at centroid of MU) 1 Table 6-1 1.00 Sec. 8.5.7.2 (Eq. 8-3) 18.50 'Hz Sec. 8.5.10 (Eq.6 -15) 0.75 Table 6-3 0.70 Table 6-3 13.93 psf Velocity pressure at height z above the ground 12.95 psf Velocity pressure at height h above the ground 0.850 Gust effect factor - Section 8.5.8 1.3 Net force coefficient from Fig. 8.21 15.40 psf ( Eq. 6.28 ) 14.31 psf ( Eq. 6-28 ) 22.0 sq.ft. Projected area normal to the wind except where C, Is specified for the actual surface area. 1.9 Section 8.5.15.1 6441bs ( Eq. 6.28 ) 315 Ibs ( Eq. 8-28 ) 844 Ibs e.. -Total Force (A.S.D.] WIND LOADS & REACTIONS Fwind > Fselsmic-. Wind Govems Lateral Design V ^ ♦ 3.87 ft * TPA Por2t hroO= Gm ° 2.00 In. (holddown clearance) IMO = 3.87 R. (length of holddown) MOT = 12881b-ft (ASIA T = C = 351 Ibs (ASO] Tvp,spT = T- 0.6(P012) (ASO Combo: 0.6D+W) = 101bs [ASD] 2.00 ft. (height of lateral load) NECII0181E (,Therefore, design for 10 Ibs net uplift at each end of the unit SEISMIC UPLIFT i EACH END OF UNIT = WIND UPLIFT @ EACH END OF UNIT = SESIMC SHEAR ON EACH SIDE OF UNIT = WIND SHEAR ON EACH SIDE OF UNIT = WORKING (ASD] 0 Ibs 10 Ibs 139 Ibs 322 Ibs *6 WOOD ScREd: Z'= CoZ= (1,6)(70)_!12(bs MD) 3 - #6 x 2 " wool) 5(YiEWS = 3012) = 336 16.r ) 322 165 -) OkRY MU Lateral - Basic ULTIMATE (USD) 0 Ibs 60 Ibs 195 Ibs 616 Ibs 12/29/2010 77- 071 -014 ASCE7 -05 2009IBC MU Lateral.xlsx Title : Segale 771 Building - Emerald City Job # 77- 071 -014 Dsgnr: JK Date: 5:35PM, 21 DEC 10 Description : Scope : 7/10 1. Rev: 580003 User. KW -0606898. Ver 5.8.0, 1 -1Dec -2003 (c)1983 -2003 ENERCALC Engineering Software . Description Wood Cantilevered Beam System Grid K Roof Girders w/ HVAC Page 1 77 -071 -014 segale 771.ecw'Calculations General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base ailowables are user defined Fb : Base Allow 2,400.0 psi Fv : Base Allow 240.0 psi Column Bay & Beam Data Column Spacing ....Actual Span Left Cantilever Right Cantilever Beam Width Beam Depth Member Type Moments ft ft ft ft in in Fv : Base Allow Load Duration Factor 50.00 50.00 50.00 41.42 - - - • - - - • 0.00 - - - • 7.75 6.750 6.750 27.000 27.000 3IuLam 3IuLam 8.580 6.750 28.500 3IuLam Mmax @ Center k-ft Max @ Left End k -ft Max @ Right End k -ft Loads Dead Load Live Load Point #1 DL LL @X Point #2 DL LL @X Stresses Fb : Allowable fb : Actual Max. Shear Fv : Allowable fv : Actual #/ft #Ift Ibs Ibs ft Ibs Ibs ft 169.8 130.8 190.6 0.0 0.0 -130.8 210.0 210.0 210.0 400.0 400.0 400.0 1,137.0 48.00 791.0 53.00 psi 2,250.3 2,305.7 2,262.9 psi 2,230.2 1,913.9 2,789.1 OK OK Overstress Ibs 16,412.4 12,632.6 13,876.9 psi 276.0 276.0 276.0 psi 128.0 104.0 114.2 ShearOK ShearOK ShearOK [Reactions Max. Left Reaction Ibs Max. Right Reaction Ibs Deflections Center DL Maximum Left Cant. DL Maximum Right Cant DL Maximum 14, 394.0 12, 632.6 15, 249.4 36, 823.9 12,632.6 15, 249.4 in -0.774 in -3.169 in - - - in - - - in 0.162 in -0.891 -0.698 -2.027 -1.482 -4.304 0.000 0.000 0.735 0.735 1,800.0 ksi 1.150 Live loads placed for maximum values Cantilevers assumed braced for Fb calcs 0.000 Rev: 580004 User. KW -0606898, Ver 5.8.0, 1 -Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Description Title : Segale 771 Building - Emerald City Job # 77- 071 -014 Dsgnr: JK Date: 1:38PM, 22 DEC 10 Description : %/(o Scope : Multi -Span Timber Beam Existing Mechanical Unit Framing General Information Page 1 77 -071 -014 segate 771.ecw:Calculations Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Douglas Fir - Larch, No.2 All Spans Considered as Individual Beams Fb : Basic Allow 900.0 psi Fv : Basic Allow 180.0 psi Elastic Modulus Load Duration Factor 1,600.0 ksi 1.000 Timber Member Information Description Span Timber Section Beam Width Beam Depth End Fixity Le: Unbraced Length ft Member Type Loads Live Load Used This Span ? Dead Load @ Left Dead Load @ Right Live Load @ Left Live Load @ Right Start End Results Mmax @ Cntr @X= #/ft #/ft #/ft #/ft ft ft Existing 2x12 @ Existing 4x6 @ 5 8.5 Ton Ton 8.00 8.00 2x12 4x6 1.500 3.500 11.250 5.500 Pin - Pin Pin - Pin 2.00 2.00 Sawn Sawn Yes 163.00 163.00 2.250 5.750 Yes 113.00 113.00 2.250 5.750 in -k ft Max @ Left End in -k Max @ Right End in -k fb : Actual psi Fb : Allowable psi Shear @ Left Shear @ Right fv : Actual Fv : Allowable k k psi psi Reactions & Deflection DL @ Left LL @ Left Total ® Left DL @ Right LL @ Right Total @ Right k k k k k k Max. Deflection in @X= ft 10.7 7.4 4.00 4.00 0.0 0.0 0.0 0.0 338.1 420.2 880.2 1,167.8 Bending OK Bending OK 0.29 0.20 0.29 0.20 25.4 15.4 180.0 180.0 Shear OK Shear OK 0.29 0.20 0.00 0.00 0.29 0.20 0.29 0.20 0.00 0.00 0.29 0.20 -0.034 -0.086 4.00 4.00 ENWENGINEERS NORTHWEST, INC., P.S. STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 5257560 FAX (206) 522-6698 '20JECT # 77 - 071 -QIN PROJECT SEGAIE 771 Ntj t . — EMd1All1 IITY M01/6/5" TI SUBJECT bETAILS DATE I2 -V1 -0 SHEET (4 OF 16 BY TK x (E) 38x1.$ + (E) (E) W12x22 NEW ,125a11AX, $,5 TON RR/ OVER FOoTPRINr of EXes7. uMir Id/ 2e2 1tMAX, CMS AMMER NEW 600# MAX. 5 Tort /BTU ova FOOrPRMNT of Ewst, UNIT w/ CURB ADAPTER 111 , 0I) (E) 58x312 12 PARTIAL POOF FRAMING PLAN wr (BTUs Y" . `r On (E) .4" FLYWO0b. (E) 2x4 5u8PURuNS• 0 =0" '/t w/ 5►MPsaNt HANGeEs (E) tlxIH DP nro. 2 (N12tINS (8'i0" % ENGINEERS NORTHWEST, INC., P.S. — STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N. E., #205, SEATTLE, WA 98115 (206) 525-7560 FA)C (206) 522-6698 ROIECT # /7-011-001 PROJECT SECA1E 771 EME-Mi() moveib- fl SUBJECT DATE SHEET BY ../. , ...• - >-• "•,. . \.. .. , ',... -,, ... •, /.., . `-,,,,,-/ -.-- ." NEW. ROOFTOP Mali, VAlif w/ s • ,. . . -..... N• / N . - WEIGHT & GOC. Pat NAN ' '- ,... .. >- . , . ,..., \\,. , •-•. ...... • "' •..- , '• '. / ;,- . - • ' •,'N . -.... . . . , \.„.• , ". . . .. \. • ' '. -.. • ' -\\„. •\ '''' .s. \ , / . \ ,. . \ . . ..,..-,•. '‘... •,- •-, . • . •., 12-2q-1,4 10 OF (0 11.< EXIST, TO aEmAiN EXisr. PoNlooD PER PLAN 5E6" NOTE 1 GELOW EXIST. WOOD FRAMING (SEE NOTE I BELOW) • TYPICAL ROOFTOP MECH. ONIT DETAIL. SKIM A-1 NoMS:: • 31/11.11=i. I) eoArri0(192 TO VERIFY TH/W CURB BEATS beRanY 0A/ THE EXIS7, .FRAMWG: AS '140W/ w/ OR 5C;25WED.- CONN; CONVACTO:g TO FIELD :VA': copy. it gEroar. To LE---fvw Pi2i&f Td FINISHING- INSiAliATION. 2) CONTRAGTOR TO VERIFY 1144r CuRe ADAPTER CONN. TO Eiqs-r. • CUR$ 15:ADE.0A7,E. FO2 32 5*. AA .1OAD A. SlDg NEW euR8 ADAPTER YY 0714E76 (5E NoTE 13a9i4) z evz POW (5EE work 1 sack') • PERMITCOORDCOPOI PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M11 -001 DATE: 01/03/11 PROJECT NAME: EMERALD CITY MOVING & STORAGE SITE ADDRESS: 18325 SEGALE PARK DR B X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued E ARTMENT :l B i ing Division Public Works • Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: x-.1 Incomplete ❑ DUE DATE: 01/04/11 Not Applicable 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 ri No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 02/01/11 Not Approved (attach comments) ri DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 Contractors or Tradespeople Pf ter Friendly Page General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name FIVE STAR MECHANICAL UBI No. 601937083 Phone 2538528284 Status Active Address 109 Washington Blvd Ste B License No. FIVESM'010JT Suite /Apt. License Type Construction Contractor City Algona Effective Date 4/30/1999 State WA Expiration Date 4/30/2012 Zip 98001 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status COMFOMI015LAMECHANICALConstruction COMFORT INC Contractor Heating /Vent /Air -Conditioning And Refrig (Hvac /R) Unused 6/1/1999 6/1/2012 Active COMFOP'064D2 COMFORT PLUS Construction Contractor Air Conditioning Air Heat,Ventilation,Evaporat 3/22/1994 3/21/2000 Archived FIVESSE941KU FIVE STAR ENERGY SOLUTIONS Construction Contractor General Unused 5/24/20065/24/2008 04/27/2005 Expired Business Owner Information Name Role Effective Date Expiration Date WARE, GERALD LAVON Member 01/01/1980 Bond Amount WARE, JOHN EDWARD Member 06/10/2010 9899743 ALLEN, ANGELA RENEE Member 06/10/2010 WARE, BETTY J Member 06/10/2010 OLD REPUBLIC SURETY CO Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 3 FEDERATED MUTUAL INS CO 9899743 06/25/2006 Until Cancelled $12,000.0006/05 /2006 2 OLD REPUBLIC SURETY CO YLI237591 04/30/2002 Until Cancelled 06/25/2006 $12,000.0003/04 /2002 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 8 FEDERATED SERV /MUT INS CO 9434226 04/27/2007 04/27/2011 $1,000,000.00 03/12/2010 7 FEDERATED MUTUAL INS CO 9434226 04/27/2005 04/27/2007 $1,000,000.00 03/27/2006 6 FEDERATED MUTUAL INS CO 5048251 04/27/2005 04/27/2006 $1,000,000.00 04/26/2005 5 CLARENDON AMERICA INS HML0004841 04/27/2004 04/27/2005 $1,000,000.0005 /05/2004 https://fortress.wa.gov/lni/bbip/Print.aspx 01/13/2011 DUCT INSULATION SCE- IEDULE MECi 41 1 I C4L.• L..EGEN1D -1 R -1 ' 1:0 PLUMBING FIXTURE A,', HVAC EQUIPMENT NUMBER/ PLUMBING FIXTURE DESIGNATION COLD WATER PIPE (CW) © -- HOT WATER PIPE (HW) 24/12 RECTANGULAR DUCT SIZE ---- HOT WATER RECIRC PIPE (HWC) 12114° ROUND /SPIRAL DUCT SIZE ----- -6AN- SANITARY PIPE (SAN) 24/12• OVAL DUCT SIZE VENT PIPE (V) • CEILING DIFFUSER - SQUARE -6- STORM PIPE (S) • CEILING DIFFUSER - ROUND —o - RAIN LEADER (RL) LINEAR/SLOT DIFFUSER 0 P ROOF DRAIN (RD) r -F RETURN AIR/EXHAUST GRILLE ® OD OVERFLOW DRAIN (OD) 1=sr WEATHER LOUVER/WALL GRILLE -6 - GAS PIPE (G) SUPPLY AIR ARROW i— -6111- STEAM PIPE (STM) 0Ir- RETURN AIR/EXHAUST ARROW -CCND- CONDENSATE RTN. PIPE (COND) 0 THERMOSTAT /SENSOR --1.04 HOSE BIBS /WALL HYDRANT $ SPIN -IN w/VOLUME DAMPER BALL VALVE 1111111111 FLEX DUCT (•) --C --1)01-- GATE VALE DUCT, RECT (•) / ROUND (•) -D4II GATE VALVE w /CAP .. SOUNDLINED DUCT/DUCTBORD -I— BALANCING VALVE ='• SUPPLY AIR DUCT DOWN -44-- GAS COCK/VALVE '• SUPPLY AIR DUCT UP -p*- GLOBE VALVE ❑• RET/EXH DUCT DOWN (•) ANGLE GLOBE VALVE A• RET/EXH DUCT UP (•) 3 -WAY MOTORIZED VALVE QLI ROUND /SPIRAL DUCT DOWN (•) ---- -A-- CONTROL VALVE ROUND /SPIRAL DUCT UP (•) -"id- CHECK VALVE • RECT DUCT BREAK PRESSURE RELIEF VALVE C ROUND /SPIRAL DUCT BREAK -41-- PRESSURE REDUCING VALVE I* RECT ELBOW w/TURN VANES -1E- PRESSURE REDUCING STATION ar RADIUS ELBOW (* / •) BACKFLOW PREV. STATION a . TRANSITION --II PIPE CAP SQUARE -ROUND TRANSITION --2 PIPE BREAK FLEX CONNECTOR * EQPT. _ - --1/0 PIPE UP -HI FIRE DAMPER -+• PIPE DOWN +i- SMOKE DAMPER PIPE TEE UP +I' VOLUME DAMPER (VD) --101/ -- PIPE TEE DOWN +F• • VOL. DMPR w/REMOTE OPER. -*I- PIPE FLANGE 4.......410 MOTORIZED DAMPER --IF -- ---IIi- UNION -14116 - HYDRONIC WATER SUPPLY -IN-- FLEX CONNECTION (PIPE) -I1 *- HYDRONIC WATER RETURN STRAINER - ta1Jb- CONDENSER WATER SUPPLY -- 4 AIR VENT -CUM- CONDENSER WATER RETURN PRESSURE GAAGE -C146- CHILLED WATER SUPPLY THERMOMETER -CIA- CHILLED WATER RETURN DUCT INSULATION SCE- IEDULE DUCT .LOCATION INSULATION R -VALUE NOT WITHIN CONDITIONED SPACE: ON EXTERIOR OF BUILDING, ON ROOF, IN ATTIC, IN ENCLOSED CEILING SPACE, IN WALLS, 1t4 GARAGE, IN CRAWL SPACES. R -1 ' NOT WITHIN CONDITIONED SPACE: IN CONCRETE, IN GROUND R -53 SUPPLY AIR DUCTS WITHIN CONDITIONED SPACE WITH HVAC EQUIPMENT SUPPLY AIR TEMPERATURE 05 OR IEI05'F R -33 140TE: REQUIREMENTS APPLY TO BOTH SUPPLY AND RETURN DUCTS, WHETHER HEATED OR MECHANICALLY COOLED. MECHANICALLY COOLED DUCTS REQUIRING INSULATION SHALL HAVE A VAPOR RETARDER WITH A PERM RATING NOT GREATER THAN 05 AND ALL JOINTS SEALED. I. w /APPROVED WEATHERPROOF BARRIER INSULATION TYPES: MINIMUM DENSITIES AND OUT OF PACKAGE THICKNESS. NOMINAL R-vALUES ARE FOR THE INSULATION AS INSTALLED AND DO NOT INCLUDE AIR FILM RESISTANCE. INSTALLED: R -33 1.0 INCH 15 TO 3 LB /CUFT. DUCT LINER, MINERAL OR GLASS FIBER BLANKET OR EQUIVALENT TO PROVIDE AND INSTALLED TOTAL THERMAL RESISTANCE OF AT LEAST R -33 R -53 20 INCH 015 LB /CUFT. MINERAL OR GLASS FIBER BLANKET, 15 INCH 15 TO 3 LB /CUFT. DUCT LINER, MINERAL OR GLASS FIBER BLANKET, 1.5;INCH 3 TO 1 LB /CUFT. MINERAL OR GLASS FIBER BOARD OR EQUIVALENT TO PROVIDE AN INSTALLED TOTAL THERMAL RESISTANCE OF AT LEAST R -53 R -1 3 INCH 015 LS /CUFT. MINERAL OR GLASS FIBER BLANKET, 2 -INCH 15 TO 3 LB /CUFT. DUCT LINER MINERAL OR GLASS FIBER BLANKET, 2 -INCH 3 TO 1 LB /.CUFT. THERMAL RESISTANCE OF AT LEAST R -1. EQUIPMENT SCHEDULE SYMBOL DESCRIPTION AC-1 SCOPE OF WORK REMOVE EXISTING 112 TON ROOF TOP A/C UNIT 4 REPLACE w/NEW 811/2 TON ,4/C UNIT (AC -1) TO SERVE THE ENTIRE LOUDER FLOOR AREA. REPLACE EXISTING VARIABLE VOLUME 4 TEMPERATURE (WT) DAMPERS 4 CONTROL SYSTEMS. REMOVE EXISTING 3 TON ROOF TOP A/C UNIT 4 REPLACE w/NEU15 TON A/C UNIT. NEW 5 TON (AC -2) UNIT SHALL SERVE THE UPPER OFFICE AREA. FURNISH 4 INSTALL A NEW DUCTLESS SPLIT SYSTEM HEAT PUMP w /CONDENSING UNIT, INDOOR EVAP UNIT, REFER PIPING 4 1 -DAY PROGRAMMABLE T -STAT. NEW UNIT IS DEDICATED TO THE SERVER ROOM. MODIFY THE LOUDER FLOOR DUCTWORK TO ACCOMODATE NE REPLACEMENT OF THE VVT DAMPERS 4 TO ADD THE ADDITIONAL DIFFUSERS. ADD DUCTWORK 4 GRD'S AS INDICATED TO SERVE THE UPPER LEVEL BUILD OUT AREA. ADD EXHAUST FANS TO SERVE THE UPPER LEVEL BREAK ROOM 4 THE LOUDER LEVEL FINISHING 4 TOUCH -UP AREA. EXISTING 112 TON ROOF MOUNTED AIR CONDITIONING UNIT TO BE REPLACED 3/NEUJ 81/2 TON UNIT, NEUJ UNIT TO BE CARRIER *481-ICD09, 3315 CFM, 3/411 ESP, 2 HP, 91 MBH TOTAL COOLING, 12.0 EER, 13.0 LEER, GAS HEATING e 224 MBH INPUT, 1S4 MBH OUTPUT, 2- STAGE, 82% EFF, 21.8 MCA, 480/3,1150 Ibs, 82 dBA EXTERNAL SOUND, 0- 100% ECONOMIZER 4 ROOF CURB ADAPTER CONTROL SYSTEM INCLUDES A CENTRAL 1 -DAY PROGRAMMABLE CONTROLLER, (11) ZONE DAMPERS w /SENSORS 4 (1) BYPASS DAMPER ASSEMBLY. AC -2 NEW 5 TON UNIT TO BE CARRIER *481-1CD06, 2000 CFM, k2 ESP , 1 HP, 60 MBH TOTAL COOLING, 152 SEER, 12.45 EER, GAS HEATING a 120 MBH INPUT, 101 MBH OUTPUT 84% EFF, 163 MCA, 480/3, 150 Ibs, 82 dBA EXTERNAL SOUND, 0 -100% ECONOMIZER, ROOF CURB ADAPTER, DUCT MOUNTED SMOKE DETECTOR 4 1 -DAY PROGRAMMABLE T -STAT. ID -1 4 HEAT PUMP SYSTEM SHALL BE MITSUBISHI "MR SLIM MSZ- A15NA(I0-1) MUZ- A15NA(CU 1). CU -1 15 MBH COOLING CAPACITY, SEER : 16, 18 MBH HEATING CAPACITY, HSPF = 82, 419 CFM MCA = 15 AMPS, 208/230V -1 PHASE. WEIGHT: ID -1 : 23 LBS. OD -1 = 88 LBS. SOUND LEVEL (CU -1) = 51 d8(A) TEF -1 CEILING MOUNTED EXHAUST FAN, GREENHECK *SP- A290 -QD, 250 CFM a 1/4" ESP, 1050 RPM 81w, 0.11A, 120 /1, DIRECT DRIVE, 32 BONES, 50 Ibs. PROVIDE w/UJALL MOUNTED PILOT LIGHT SWITCH, COORDINTE w/E.C. FOR CONNECTIONS. TEF -2 CEILING MOUNTED EXHAUST FAN, GREENHECK *SP- A290 -QD, 250 CFM a 1/4" ESP, 1050 RPM Slw, 011A, 120/1, DIRECT DRIVE, 32 BONES, 50 Ibs. PROVIDE w /WALL MOUNTED PILOT LIGHT SWITCH, COORDINTE w /E.C. FOR CONNECTIONS. TEF -2 CEILING MOUNTED EXHAUST FAN, GREENHECK *SP- A510 -QD, 439 CFM a 11/4" ESP, 1010 RPM 224w, 33,4 120/1, DIRECT DRIVE, 6.0 BONES, 15 Ibs. PROVIDE w/UJALL MOUNTED PILOT LIGHT SWITCH, COORDINTE w/E.C. FOR CONNECTIONS. GRILLE & DIFFUSER SCHEDULE CD : TITUS 0MCD w/NECK SIZING AS NOTED w/FRAME FOR T -BAR CEILING RAG • TITUS +50 -F SIZE AS NOTED w/FRAME FOR T -BAR CEILING EG/T : TITUS 050 -F, SIZE AS NOTED w/FRAME FOR T -BAR CEILING SLUG • TITUS •350, SIZE AS NOTED w/FRAME FOR GYP BD MOUNTING WI. = 1411SKN'ELF315 w/FRAME SUITABLE FOR WALL INSTALLED. PROVIDE w/BACKDRAFT DAMPER (1.4) : DESIGNATES GRILLE OR DIFFUSER w/BORDER FOR GYPSUM BOARD CEILING INSTALLATION S" x 8" CD -4, CFM AS NOTED, w /8" $ DUCT, vOL DMPR 4 SPIN-IN (TYP, EXCEPT AS NOTED) NEW GWB CEILING AND LIGHTING AT 9' -0" A.F.F. 7 00 ....... 10 "$ Lim 1 • 0 10 "x10 "CD -4 250 CFM 120 6)' 4- no :—*S0 x STAIR oP'f.FA.X......;... ...._(2!,0.2) .................. . . 110.... 4-- NEW SUSPENDED CEILING AND -.' LIGHTING AT A.F.F. 24 "x24 "RAG w/20"4, DUCT OPEC ............. OFFFIGE f201.- • n0.... 4--- 1' AC - 1 STORAGE WriTe SSD � _►� SD Is IF „iv x 12" RAGH 100 CFM EXISTING EXHAUST RISER VERIFY LOCATION w /OWNER 4 RELOCATE AS REQUIRED. RE- SHEAVE EXHAUST FAN TO PROVIDE '350-CFM 8 "x8 "CDH,120 CFM w/8". DUCT, YOL DMPR 4 S °IN- IN. 0 j• 12 "x12 "RAGrH 60 CFM _ BREAK NO CEILING THIS AREA FALSE HEADER 2" BELOW EXISTING CEILING. EXISTING SUSPENDED CEILING AND LIGHTING AT OFFICE. RELOCATE AS EN115 iNG GWB CEILING AND LIGHTING AT BREAK ROOM 6" x 6" CDH, 50 CFM w /6" • DUCT, vOL DMPR 4 SPIN -IN. STAIR 2 (124) 84 UP TO ROOF CAP 8" x 8" CDH, 200 CFM w /8 ". DUCT, VOL DMPR 4 SPIN -IN. UPPER OFFICE LEVEL HVAC PLAN NOT S: REPLACE EXISTING VVT DAMPR 4 SENSOR wMEW. MODIFY DUCT AS 1 REQURIED FOR INSTALLATION. 1 (ON MEZZ PLATFOIRM) ® NEW V1IT DAMPR 4 SENSOR FOR NEW ZONE. RELOCATE EXISTING SUPPLY DIFFUSER (LINEAR OR MODULAR) AS INDICATED. EXTEND THE EXISTING DUCT AS REQUIRED. AIR BALANCE TO CFM AS NOTED. ® NEW 4' LINEAR DIFFUSER TO MATCH EXISTING LINEAR DIFFUSERS. AIR TO CFM NOTED. EXTEND EXISTING DUCT OR PROVIDE NEW DUCT, VO' 4 SPIN -IN AS INDICATED 1 REQURIED FOR A COMPLETE SYSTEM. 0 EXISTING SUPPLY DIFFUSER. AIR BALANCE TO CFM AS NOTED. ALANCE E DAMPER REMOVE EXISTING 11/2TON ROOF TOP UNIT 4 INSTALL NEW &'2 TON A/C UNIT AS SCHEDULED. RE -USE THE EXISTING SUPPLY 4 RETURN DUCT RISERS DOWN TO LOWER LEVEL. PROVIDE TRANSITIONS TO NEW A/C UNIT AS REQUIRED FOR CONNECTION. REMOVE EXISTING 3 TON ROOFTOP UNIT 4 INSTALL NEW 5 TON A/C UNIT TO SERVE THE UPPER LEVEL, SEE SCHEDULE. REMOVE EXISTING DUCT RISERS SERVING FIRST FLOOR 4 PROVIDE DUCT AS INDICATED. PROVIDE A CURS ADAPTER 4 RE -USE THE EXISTING Roof CURB 4 PENETRATIONS FOR NEW AC UNIT. PROVIDE TRANSITIONS A5 REQUIRED FOR CONNECTIONS TO NEW A/C UNIT. REV1Stoi No ngesshatl be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan re wfees. REFER PIPING DOWN TO ID -1 UNIT, SEE LOWER LEVEL PLAN. ID 3411 CONDENSATE DRAIN DOWN. COORD w /ID -1 UNIT DRAIN. FILE COPY Plan review appeNei is soblectio mots and omissions. Approval l of cif sin dome* does if �It a thodze tai:: liiil:�4ion of any or o`er pt 01 approved Field Coy and codgers isa kno ed: By /4,edea9-1Y ---(1 ,4,. Date: / /3-11 City Of lift& W .DII DIVISION WAITING STAIR 1 4MPEi - 11 WOMEN ....... ag)250. REMOVE TRANSFER 13LT REFER PIPING D• TO ID -I UNIT, SEE LOWER LEVEL PLAN. OFFICE 4 12 "x 12" EGH, 100 CFM (TYP_a TTQIL_Rt0 6 "x 6" CDH -I, 50 CFM (TYP e EA TOIL iRM) WAREHOUSE (12 0) NEW CEI AND LIG AT A.F.F. GW I11:in; I �N� 3/411 CONDENSATE DRAIN PIPING FOR ID -1 4 CU -I. COORD LOCATION w /OWNER ON SITE. 6"40111v DRYER VENT UP TO ROOF 12"x 12" EGH, 150 CFM CONNECT TO EXISTING EXHAUST RISER STAI R 2 NO CEILING AT LAUNDRY FURNITU ASSEMB I8 " x1 INSTA MINIMU 4 10' WALL SWITCH w/PILOT LIGHT FOR TEF -2. TRANSFER GRILLE ASSEMBLY (1)18 "x12 "SU. 4 (1) 12" x 12" EGH w /116/12 DUCT. INSTALL 51.16 HIGH LOWER OFFICE LEVEL HVAC PLAN SCALE: 1/8" = V -0" W1. w/BACKDRAFT DAMPER. w/BOTTOM OF LOUVER AT 10' ABOVE FINISHED GRADE EAR FROM ANY BUILDING INTAKE. SEPARATE PERMIT REQUIRED FOR: O Met hanicel enlectrical (Numbing Gieas Piping City of Tukwila BUR.DING DIVISION AREA OF WORK 0 00 Ln 00 Q N 0 � O F- o 4 r tg • x 0 ;.T4 0- • 1 W w 5 tn 00 w o • 1 a m 00 U) v) c 1E a) o • 0 0 0 1 REVIEWED FOR CODE COMPLIANCE APDQSvED JAN 12 2Q11 tit4 City otTukwila BUILDING nIVISION KEY PLAN N.T.S. CITY ." l ` ' LA JAN 0? 2011 PERMIT CENTER MIVOO Ts z w C2 • rn a 0 0 CkS O O HVAC Partial -+, • p--1 1/ Eo O a C +■)r4 g O W -L e:4) r■1 LCD C\I E lac CeD r7 G.) CO xW Cf)' CO 00 CO In rn 0 R▪ 1/ a eto DATE 12/14/2010 DRAWN MTW ICHECKED MTW PROJECT NO MTW 10 -031 CONTRACT DRWG, REF. DRAWING NO. M -1 OF