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Permit M13-186 - SIMMCO - ALTERATION
SEATTLE INDUSTRIAI. MOTOR & MACHINE 10831 EAST MARGINAL WY S M13-186 Parcel No: Address: Project Name: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov MECHANICAL PERMIT 0323049066 10831 EAST MARGINAL WAY S SEATTLE INDUSTRIAL MOTOR & MAC Permit Number: M13-186 Issue Date: 11/19/2013 Permit Expires On: 5/18/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: DEWFLY INVESTMENTS LLC 5110 N VIA DE LA GRANJA , TUCSON, , 85718 DANNYJ DALLUM 835 N CENTRAL AV, STE 134 , KENT WA, , 98032 Phone: (253) 854-8444 ACCO ENGINEERED SYSTEMS INC Phone: (818) 244-6571 6265 SAN FERNANDO RD , GLENDALE, CA, 91201 ACCOESI971DU Expiration Date: 10/17/2015 DESCRIPTION OF WORK: SUBTYPE: NRES STATUS: PENDING DESCRIPTION: REPLACE AND RELOCATE ONE MAKE UP AIR GAS ROOFTOP UNIT WITH NEW AND SMALLER GAS ROOFTOP UNIT. REPLACE ONE OFFICE SMALL GAS PACKAGE UNIT WITH LIKE FOR LIKE GAS PACKAGE UNIT. Valuation of Work: $61,000.00 Type of Work: Fuel type: Fees Collected: $955.13 Electrical Service Provided by: SEATTLE CITY LIGHT Water District: TUKWILA Sewer Distric: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Permit Center Authorized Signature: V/Ii(,L,L Zl/"-ZI Date: lI(////3 • I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree e conditions attached to this permit. Signature: Print Name: Date: tt ri`l 1 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 2: 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. 3: 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). 4: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 5: 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. 6: ***MECHANICAL PERMIT CONDITIONS*** 7: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). 8: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 9: Manufacturers installation instructions shall be available on the job site at the time of inspection. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 0703 MECH EQUIP EFF 1800 MECHANICAL FINAL 0609 PIPE/DUCT INSULATION 0705 REFRIGERATION EQUIP 0701 ROUGH -IN MECHANICAL CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Mechanical Permit No. J"' 12 — 114 Project No. Date Application Accepted: \ O� 014 I3 Date Application Expires: 0(A1)14 (For office use only) MECHANICAL PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **please print** SITE LOCATION King Co Assessor's Tax No.: Site Address: 10831 E. Marginal Way S. Tukwila Suite Number: Floor: New Tenant: ❑ Yes ..No 0A 0 t'10(QV/ Tenant Name: Seattle Industrial Motor & Machine ( SIMMCO ) PROPERTY OWNER Name: Seattle Industrial Motor & Machine LLC Address: 10831 E. Marginal Way S. City: Tukwila State: WA. Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Danny J. Dallum Address: 835 N. Central Ave. Suite 134 City: Kent State: WA. Zip: 98032 Phone: (253) 854-8444 Fax: (253) 854-8220 Email: DDallum@accoservice.com MECHANICAL CONTRACTOR INFORMATION Company Name: ACCO Engineered Systems, Inc. Address: 835 N. Central Ave. Suite 134 City: Kent State: WA. Zip: 98032 Phone: (253) 854-8444 Fax: (253) 854-8220 Contr Reg No.: ACCOESI971DU Exp Date: ' f, Tukwila Business License No.: BUS -0100763 ' Valuation of project (contractor's bid price): $ Describe the scope of work in detail: Replace & relocate one make up air gas rooftop unit with new and smaller gas rooftop unit. Replace one office small gas package unit with new " like for like" gas package unit. 61,000 Use: Residential: New ❑ Replacement 0 Commercial: New 0 Replacement Fuel Type: Electric 0 Gas Other: H:\Applications\Fortes-Applications On Line \201 I Applications\Mechanical Permit Application Revised 8-9-I I.docx Revised: August 2011 bh Page 1 of 2 Indicate type of mechanical work being installed and the quantity below: Unit Type Qty Furnace <100k btu Furnace >100k btu Floor furnace Suspended/wall/floor mounted heater Appliance vent Repair or addition to heat/refrig/cooling system Air handling unit <10,000 cfm 2 Unit Type Qty Air handling unit >10,000 cfm Evaporator cooler Ventilation fan connected to single duct Ventilation system Hood and duct Incinerator — domestic Incinerator — comm/industrial Unit Type Qty Fire damper Diffuser Thermostat Wood/gas stove Emergency generator Other mechanical equipment Boiler/Compressor Qty 0-3 hp/ 100,000 btu 3-15 hp/500,000 btu 15-30 hp/1,000,000 btu 30-50 hp/1,750,000 btu 50+ hp/1,750,000 btu PERMIT APPLICATION NOTES - Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the permit center to comply with current fee schedules. Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER 11 ' • TH'� ' p.l Signature: A ED AGENT: Print Name: Danny J. Dallum Mailing Address: 835 N. Central Ave. Suite 132 H:\Applications\Forms-Applications On Line\201 I Applications\Mechanical Permit Application Revised 8-9-I l.docs Revised: August 2011 bh Date: 10/04/2013 Day Telephone: (206) 992-9579 Kent WA. 98032 City State Zip Page 2 of 2 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1-3670 Fax: 206-431-3665 Web site: http://www.Tukwila WA.:;ov RECEIPT Parcel No.: 0323049066 Permit Number: M13-186 Address: 10831 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 10/04/2013 Applicant: SEATTLE INDUSTRIAL MOTOR & MACHINE (SIMMCO) Issue Date: Receipt No.: R13-02813 Initials: User ID: JEM 1165 Payment Amount: $955.13 Payment Date: 10/04/2013 10:10 AM Balance: $0.00 Payee: ACCO ENGINEERED SYSTEMS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 007085 955.13 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts MECHANICAL - NONRES PLAN CHECK - NONRES 000.322.102.00.00 764.10 000.345.830 191.03 Total: $955.13 Printed: 10-04-2013 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: SI vv yvl G.0 Type of Inspection: nr\PAddress: I I Gil) ` �Airp Date Called: oil s 1...1 Special Instructions: thi FAO -E. -v (1,-, > c -MO W e i ky0 Date Wanted:. �� a.m. 9� p.m. Requester: Phone No 2.01/ 2 -1611 Approved per applicable codes. Corrections required prior to approval. COMMENTS: (06\4=e- s tor: Date: 19 /) / r, R^INSPECTION FEE REQUI ED. Prior t next inspection, fee must be id at 6300 Southcenter Blv ., Suite 10 . Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Proje / 5e4 i- .Le ll�" Type at Inspection: - VAC a1. del IA — ! k 1 2,Pe 1,1,51s. I - Ailatasti 01-e% Address- Date Called: Special Instructions: Date Wanted- amt, Requester: DA QApproved per applicable codes. Corrections required prior to approval. COMMENTS: F, 1 2,Pe 1,1,51s. I - Ailatasti 01-e% a42-eJecle/A 4' 0•-i `" I D3 Ik).(c-i-)ii — kVA ti Ral-L9k1 1 kJ - 4,cp,e,,t,d c ) Su‘i\oVCs\-nct NI -A-) LI (--(-) RAitvkiie -NiNexeNie r7) Cleo -EA -feat' R N4 ('.ece ,, I-. N . Date: n "El SPECTION FEE REQUI ED. Prior to next inspection, fee must be pgiiat 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /(7---F- /33- 3S n4/3- n4/3- PERMIT PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: s."- 1 KAM c.—.0 Sprinklers: Type of Inspe 'on: Fn Address: Suite #: 10 1 E MV\) Contact Per on: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: A/ /0,&-7/ A/evl //2(,/, 4,TA)c ,ail e2 „4e -kr- c-,-ifWe Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: nyWc Date: /240// y Hrs.: /. c. $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit R/3 - /&; PERMIT NUMBERS - CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: e -kc -i- Th-- -- Siv Type of Inspection: �� w sic , ,,( ,Fc. c Address:,Contact Suite #: 05-') ov1 w _s Person: Special Instructions: s„),.„., Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: e -kc -i- Th-- -- Siv d . --0 G.P ����1s- , v �� w sic , ,,( ,Fc. c �ce')1 2//*7?1/ vt li k s,- #0s . i - spui6,_ ,,,,f , ,_ ' s„),.„., _. A -r61-.4 drvt71 1,VOkfr 4 ,e ---- / se 5 O b ,,, c4, A f)N -- /N5/7A-1( 4), EA-r,,�� w ., l — //Vs% L Nom/ / file i IA S61-c)k. 2_ C G �- ( _- S viA. 4. rip/ Z f/ffQ ru i 5-3 2.e_. I n5o RR_ `` (%4-4 Jots, o /2"----7 u I Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: inspector /,yc,, c3 Date:. /-7 // c/ Hrs.: $100:00 REINSPECTION FEE REQUIRED. You will receive an invoice from t e City of Tukwila Finance Department. Call to schedule a reinspection. BillingAddress Attn: rlt)c. Company Name: I I rf L t .9f( vg..'; Address: 2- ?,or oni- PL S City:SE rft S` State: It) Pr Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 Packaged Rooftop Units with Gas Heat Project Name: SIMMCO - Evaporator Fan Cooling I Heating Unit Electrical AK Tag # Qty CFM HP ESP (IWG) RPM Temperature (°F) Total Cap. MBH Sens. Cap MBH ( EER/ SEER Alt. (Ft.) MBH Voltage MCA Max Fuse Weight* Model Number ft' Brand SA OA Ent Air Lvg. Ar OD Amb In Out DB WB DB WB 4 ton unit 1 1600 0 1.00 0.93 1070 80.0 67.0 59.5 57.4 95.0 48.9 35.5 11.0 0.0 125.0 100.0 230-3-60 23.9 30 616 • ZFO48N10A2AAA2 YORK Notes *Weight (each) with factory installed options FILE Copy REVIEWED FOR CODE COMPLIANCE APPROVED NOV 14 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 04 2013 PERMIT CENTER JUn- 10/4/13 ACCO Engineered Systems Mail - RE: Simmco heater review/ Letter of March 12,2013 from ACCO Engineered systems. engineered systems RE: Simmco heater review/ Letter of March 12,2013.from ACCO En ‘1.,.^. Bob Benedicto <Bob.Benedicto tukwilawa. ov> —� @ 9 To: Danny Dallum <ddallum@accoservice.com> Cc: Dave Larson <Dave.Larson@tukwilawa.gov>, Johannessen <AI.Johannessen@tukwilawa.g Danny, iin455YERZWArteIs CODE COMPLIANCE APPROVED NOV 14 2013 Mo V> City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 042013 PERMIT CENTER , Mar 18, 2013 at 11:48 AM Regarding the Simmco Heater replacement: Unfortunately when it comes to the Washington State Energy Code as it applies to existing buildings, there is no simple answer to your question. As I understand, your client wishes to replace an existing Despatch 2.8 MBH make up air/shop heater, and change the location of this unit from a lower roof to the upper (main roof of the building). This relocation in of itself will not trigger any upgrade in the building envelope insulation requirements. However, there are three other conditions that would trigger an upgrade to the building envelope. 1. You are adding cooling to the space where no cooling was provided prior and the building envelope is not insulated . 2. The output of the proposed new unit exceeds the aggregate output of the existing heating equipment that the new unit replaces. 3. The proposed new unit and any other unit heaters that serve the space will provide in excess of 8 Btu/(h• sq -ft) In summary, Your application for a mechanical permit must indicate that no cooling of the existing space is proposed, The total output of all heating equipment will be no greater than the output of existing equipment before the installation of the new unit, and the space heating of the completed project will not exceed 8 Btu/ (h • sq -ft). , the new mechanical equipment meets the efficiency requirements of Chapter 14 of the Washington State nonresidential energy code, THEN, there will be no requirement for building envelope insulation upgrade. If you have other questions, call me at 206/431-3675. https://mai I .g oogle.com/mail/u/0/?ui=2&i Ir 0083d4f098&vievp pt&q=bob.benedicto%40tulaailawa.g ov&q s=true&search=q uery&th=13d7ed4d115acOc4 )tJWr (1/12 1U/911.5 Bob Benedicto, Building Official City of Tukwila 6300 Southcenter Blvd. #100 Bob.benedicto@tukwilawa.gov. ALLA.) Engineered Systems Mall - Kt: mmco neater review Letter or Marcn 11,2013tromAL:(:0 Engineered systems. From: Danny Dallum [mailto:ddallum@accoservice.com] Sent: Monday, March 18, 2013 8:36 AM To: Bob Benedicto Subject: Simmco heater review Good Morning Bob, RECEIVED CITY OF TUKWILA OCT 0 4 2013 PERMIT CENTER I stop in last week and discussed with you the heater replacement / relocation for Simmco. I am checking in to see if you have had an opportunity yet to put something together for me that I can share with the building owner regarding this issue. Thank You Danny J. Dallum Building Services Division G.M. cell: 206-992-9579 haps://mai I .g oog I e.com/mail/u/0/?ui=28d IF 0083d4f098&vi euw pt&q = bob. benedi cto%40tukwi I awa.g ov&q s=true&search=q uery&ih=13d7ed4d115ac0c4 2/12 s. Meme To: Bob Benedicto From: Danny J. Dallum CC: Simmco File Date: October 4, 2013 Re: Response and question ACCO Engineered Systems Inc. RECEIVED C?TV{ ti: TUKWILA C:;��!i.:.3 PES :MIT CE!' + L1 1. No cooling of the space is going to be provided. 2. The proposed heating equipment output is significantly less than what is currently in operation. 65% + less 3. Not exceeding 8 btu's / sq. / ft is the issue we have a question on.... SIMMCO 34,500 Sq. /Ft. @ 8 btu's / Sq./ft = 276,000 Btu's Note: We are brining in outside air for process exhaust and not just heating the existing building envelope. In fact we are reducing the make up air by approx. 65%, improving the efficiencies of the system and modifying the location to optimize the overall operation. 4. Current building exhaust volume of the room =18,036 c.f.m. Proposed Make up air = 4,600 c.f.m. The remaining balance will come from non tempered sources. I believe that the code you specifically referenced does not address the total application of what we are trying to achieve by bringing in outside air and heating it for the make up air for the building exhaust volume. We anticipate calculating a 24 degree delta —T and raising the temp to 44 degrees for our make up air Please Advise Th:nk 'ou Danny J. Dallum 1 Prix 01 Inv Pik n r• Flan Chick Corrections For Slr'I�`C® 10531 East Vla rc ina I Way S. Tukwila, UJA 981 & 8 CORRECTION 11/04/2013 Prepared For: ACCO Engineered Systema By: D.S. Engineering (Job: 13-230) 3121 14th Place SE Mill Creek, WA 98012 T: 425.338.476 t 3 --- 8 RECEIVED CITY OF TUKWILA NOV 0 6 2013 PERMIT CENTER • Tukwila Building Division Alen Johannessen, Plan Examiner Building Division Review Memo Date: October .15.2013 Project Name: Seattle Industrial Motor & Machine Permit #l: M13-186 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following commentsin an itemized format with revised plans,specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size I1x17 to maximum size of 24x36; all sheets shall be the same size. New revised, plan sheets shall be_ the same, size sheets as those previously submitted.) (lf appStnicturtl Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed.sttamp-seal. 1. Energy Code Notes on the 'cover sheet refer to International Energy Code Council codes (EECC). Washington State has not adopted those codes. Revise code notes and references throughout the plans and documents as necessary to show compliance with current.2012 Washington State Energy Codes (2012 WSEC). Washington State Energy codes are available on line at.NEEC website. Engineers Structural Calculations beam check tables refer to outdated codes 2000/2003. In addition the last pages 6 & 7 provided are from the outdated UBC codes. In addition, sheet #2 of Lateral Analysis, refer to 2009 IBC. As of July 1 2013 Tukwila has adopted 2012 Tnternational Building and Washington State Energy codes. New permit applications after that date shall comply with new 2012 codes. Please provide updated codes sheets and revised beam check sheets that,show compliance with current 2012 IBC building codes. Otherwise provide an explanation as to how these tables shall comply with current. codes and why UBC sheets were provided in lieu of current IBC code sheets. I , OZWil $4 10A -,L G.6f•1I ti . 1961. ALbxDm Should there be questions concerning the above requirements, contact the. Building Division at 206-431-3670. No further comments at this time. 01%1/1-C-412- '1 0-14+120/- i 13c 0-012.- *c;110- 4+ . UPc- l 6 tO ottpl tfwd-1713 I4 3 jpd-c,01-2,- 1103tgk /611-- -06 rAcro4 AttAtxts igTrkatA5 tni6. taww--) 4-44 CEIVED TUKWILA NOV 0 6 2013 PERMIT CENTER I tit ucktRAffigit iLdt• - Ivi,t pc.)( Lit•vdtlipts...1' To locate a lat/long coordinate, enter a starting address. STREET 10831 East Marginal Way S. CITY Tukwila COUNTRY United States 3,e41,•Tr-`.+Af • k'ilitTiti CIea: STATE ZIP WA 98168 ••• corn/ ools/ iongIflO - NOTE: Drag the POI or click on the map to update marker location and latitude/longitude. Quality refers to the Q: IOW), CI:Ili?. LATITUDE: 47.505623, LONGITUDE: -122.290296. QUALITY' PlAAA te, S in IS z, • • Southern i', '' Heights " • • •••.: - • ..c'•.‘ 5,4 rriariourist 9.;s' Y. • s a. ST S BrAr,51 rii C,7. • ICNC.: MAP SAT ELLIT E- SC, • • . Platforms & Technologies Quick Start for Developers Quick Start for Easy Mapping Tools licensed Data APIs Open Data APE a • .• AI I ntowri illSi -,...„. ti• iti.s. iv ... . ... ,..: •iir. 0 L ,-; •ct.i. in vts., s''''''.N.,..„ 4, • ..1 s .ismii ..riii,. 1, d s iiathst v, •••32013 Mapauesi • Portions 44,t),"TECt I - . Popular Products J avaScript Maps API Flex Map API Geocoding API Wen Service Directions API Web Service Search API Web Service Support Licensing Developer Forums Contact Us FAQ Products MapQuest corn mobile Products Route Planner AinIVED CITY OF TUKWILA NOV 0 6 2013 (4 PERMIT CENTER Design Maps Summary Report http://geohazards.usgs.gov/designmaps/us/summary.php?template=mi... • • • USGS Design Maps Summary Report User -Specified Input Report Title simmco Wed November 6, 2013 11:30:21 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available In 2008) Site Coordinates 47.50562°N, 122.2903°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III mapquhst ' Sabel. USGS-Provided Output Ss = 1.515 g S1 = 0.571 g SMS= 1.515g SMI = 0.856 g SDS = 1.010 g SDI = 0.571 g For Information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum 1.70 1.60 1.10 1.44 0.99 1.28 0.99 1.12 0.77 O• 1 0.96 IT ▪ 0.65 V10.00 y 0.55 0.64 0.44 0.49 0.33 0.32 0.22 0.16 0.11 0.00 1 1 1 I 1 I I I 11 0.00 0.0C 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.90 2.00 0.00 Period, T (sec) Design Response Spectrum 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.90 Period. T (sec) 2.00 Although this Information is a product of the U.S. Geological Survey, we provide no warranty, expressed or Implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. RECEIVED CITY OF TUKWIL A 41- NOV 0 6 2013 PERMIT CENTER • • Lateral Analysis: Replaced Unit @ Office: Model: WT. = 541 # Seismic Design: F, = ((0.4 a, SDs )x(1 + 2z/h)xWP)/(RP/IP) = 0.81 W, = 465 lb. (EQ. 13.3-1) F,M,� = 1.6 Soy I, W, 1.62 W, (Equation 13.3-2) F, Miry = 0.3 S05 Ic, W� 0.30 W, (Equation 13.3-3) From: a, = 1.0 Sos = 1.010 R0= 1.5 (Critical a, and R, per ASCE 7-10 Table 13.5-1 or 13.6-1) l,= 1.0 per ASCE 7-10 Section 13.1.3 W,= 575.0 lb. Mean Roof Height (h): 15.0 ft. Comp. Attachment Height (z): 15.0 ft. Ground Motion: SMS = Fa*Ss = 1.515 SM; = Fv*S1 = 0.856 Sos = (213)*SMs = 1.010 SM1 = (2/3)*SM1 = 0.571 Mech Unit: W= D= H= Weight = 0.7 Fp = 44.880 in. 82.190 in. (D>W) 32.550 in. 575.00 lb.( Unit Weight + Misc) 325 lb. Check Overturning : T1 = Cl = 0.7Fp* (H/2) / 82" = T2 = C2 = 0.7Fp* (H/2) / 44.5" _ Res = (0.6-0.2Sosx0.7)x(Wp/2) = 65 lb.---> No Uplift 119 lb.---> No Uplift 132 lb. (ASCE 7-10 Section 2.4 Basic Combinations Equation 8.) Wind Design (ASD): Exposure 'C', 85 mph, 20 ft (Max. Height) q2 = 0.00256(K0) (K01) (Kd) V2= 14.15 psf > 16x(0.6) psf. : ASCE 7-10 Section 29.8 KZ = 0.90 : Velocity Presure Exposure Coefficient per ASCE 7-10 Table 27.3-1 K21= 1.00 : Topographic Factor per ASCE 7-10 Section 26.8.2 Kd = 0.85 : Wind Directionality Factor, in accordance with Table 26.6-1 V = 85.00 : Basic Wind Speed from Section 26.5 (Risk Category II) Fig.26.5-1A. GC, = 1.90 : 1.9 for rooftop structures & equipment with Ac less than (0.1 Bh) (GC,) shall be permitted to be reduced linearly from 1.9 to 1.0 as the value of A, is increased from (0.1 Bh) to (Bh) Fn = (q,) (GC,) (A1) = 499 lb. .� 11 Check Overturning : T1 = Cl = [Wind Load*W*H*(H/2)/ 82" = 28 lb.---> No Uplift T2 = C2 = [Wind Load*D*H*(H/2)/ 44.5" = 96 lb.---> No Uplift Res = 0.6x(Unit Weight /2) = 173 lb. (ASCE 7-10 Section 2.4 Basic Combinations Equation 7.) 4462, Fint,Twa, w/ 106A. et-crcr-* a 9.6 < et- (4:)- 1 0)4-g Vis) .*2, - 4 W-4'- UPI 1- RECEI.� CITY OFT l� A NOV 0 6 2013 PERMIT CENTER • • • Lateral Analysis: New Unit @ Shop: Model: WT.= 970 # Seismic Design: Fp = ((0.4 an SDs )x(1 + 2z/h)xWp}/(RF,/Id = 0,81 Wp = 970 lb. (EQ. 13.3-1) Fpppgx = 1.6 SDS 1p Wp 1.62 Wp (Equation 13.3-2) Fp,„,,„ = 0.3 So, 1p Wp 0.30 W, (Equation 13.3-3) From: a, = 1.0 SDs = 1.010 Rp = 1.5 (Critical ap and Rp per ASCE 7-10 Table 13.5-1 or 13.6-1) IP= 1.0 per ASCE 7-10 Section 13.1.3 W, = 1200.0 lb. Mean Roof Height (h): 30.0 ft. Comp. Attachment Height (z): 30.0 ft. Ground Motion: SMS = Fa*Ss = 1.515 SM1 = F„*S1 = 0.856 Sps = (2/3)*SMs = 1.010 SM1 = (2/3)*SM1 = 0 .1._._. Mech Unit: W = 42.000 in. rte 1� r°4q D = 126.000 in. (D>W) �� H = 28.000 in. f8� Weight = 1200.00 lb.( Unit Weight + Misc* <1-0 0.7 F = 679 lb. Check Overturning : T1 = C1 = 0.7Fp* (H/2 + 26") / 82" = 331 lb.---> Uplift T2 = C2 = 0.7Fp* (H/2 + 26") / 41" = 662 lb.---> Uplift Res = (0.6-0.2Spsx0.7)x(Wp/2) = 275 lb. I(0Irno y (ASCE 7-10 Section 2.4 Basic Combinations Equation 8.) 1- Wind Design (MD): Exposure 'C', 85 mph, 35 ft (Max. Height) q, = 0.00256(Kz) (Kz,) (Kd) V2= 15.88 psf > 16x(0.6) psf. cb ASCE 7-10 Section 29.8 K, = 1.01 : Velocity Presure Exposure Coefficient per ASCE 7-10 Table 27.3-1 Kz, = 1.00 : Topographic Factor per ASCE 7-10 Section 26.8.2 Kd = 0.85 : Wind Directionality Factor, in accordance with Table 26.6-1 V = 85.00 : Basic Wind Speed from Section 26.5 (Risk Category II) Fig.26.5-1A. GC, = 1.90 : 1.9 for rooftop structures & equipment with A, less than (0.1 Bh) (GC,) shall be permitted to be reduced linearly from 1.9 to 1.0 as the value of Af is increased from (0.1 Bh) to (Bh) Fh = (qh) (GC,) (Ai) = Check Overturning T1 = Cl = [Wind Load*W*H*(H/2+26")/ 82" = T2 = C2 = [Wind Load*D*H*(H/2+26")/ 41" = Res = 0.6x(Unit Weight /2) = 1426 lb. * A, = (D)x(H+26) 63 lb.---> No Uplift 380 lb.---> Uplift 360 lb. (ASCE 7-10 Section 2.4 Basic Combinations Equation 7.) p.� LL 0-01 16 165 0-61 Cl.o ' a_..Allou RECEIVED CITY OF TUKW ',4 NOV 0 6 2013 PERMIT CENTER 11YORK® SUBMITTAL DATA Order #: Project: SIMMCO Project #: NN05131306 Location: For: Quotation Date: 05/13/2013 PALE C*115v Purchaser: ACCO -DANNY D. Submitter: YORK -NOAH Unitary Sales Tool v1.5.6.0 REVD:- lAiED FOR CODE CO >V1 PUANCE APPROVED NOV 142013 BUILDING City DIVISION RECEIVED CITY OF TUKWILA OCT 0 4 2013 PERMIT CENTER <16 Information is subject to change without notice- Check local codes. Printed 05/13/2013 Date 05/13/2013 Project Name SIMMCO Project Number NN05131306 Client / Purchaser ACCO -DANNY D. LIYORIC Submittal Summary Page Qty Tag # Model # Description 1 IN STOCK- ZFO48N10A2AAA2 4 Ton, York Sunline Single Packaged R -410A Air Conditioner, 13.0 LYNNWOOD SEER / 11.0 EER, Single Stage Cooling, 100 MBH Output Aluminized Steel, Single Stage Gas Heat, 1 HP Direct Drive Blower, 1" Throwaway Filters, 208/230-3-60, Microchannel Condenser Coil, Galvanized Steel Drain Pan IN STOCK MM-0689ZJ36EC 1 IN STOCK 1 RC0434 MICROMETL ECONOMIZER- CONVERTABLE WITH BARO RELIEF DMPR/HOOD; INCLUDES MODULATING DRY BULB CONTROLS -FIELD INSTALL Roof Curb - 14" High, Flat, Uninsulated, Full Perimeter (Shipped Knocked Down) by Equipment start-up and commissioning by a factory trained technician is recommended.. Contact your supplying distributor or sales representative for additional information & guidance. Unitary Sales Tool v1.5.6.0 Information is subject to change without notice. Check local codes. Printed 05/13/2013 �YORKm Small Sunline Single Package R -410A Air Conditioner Page: 3 Project Name: SIMMCO Unit Model #: ZFO48N10A2AAA2 Quantity: 1 Tag #: IN STOCK- LYNNWOOD System: ZF048N10A2AAA2 Cooling Performance Total capacity 48.9 MBH Sensible capacity 35.5 MBH Refrigerant type R -410A Seasonal Efficiency (at ARI) 13.00 SEER Efficiency (at ARI) 11.00 EER Ambient DB temp. 95.0 °F Entering DB temp. 80.0 °F Entering WB temp. 67.0 °F Leaving DB temp. 59.5 °F Leaving WB temp. 57.4 °F Power input (w/o blower) 3.72 kW Sound power 80 dB(A) Gas Heating Performance Entering DB temp. 60 °F Heating output capacity (Max) 100 MBH Supply air 1600 Heating input capacity (Max) 125 MBH Leaving DB temp. 117.9 °F Air temp. rise 57.9 °F SSE 80.6 % AFUE 80.3 % Stages 1 Supply Air Blower Performance Supply air 1600 CFM Ext. static pressure 0.93 IWG Blower speed 1070 RPM Duct location Side Motor rating 1.00 HP Actual required BHP 0.70 HP Power input 0.65 kW Elevation 0 ft. Drive type DIRECT Speed tap 4 Electrical Data Power supply 230-3-60 Unit min circuit ampacity 23.90 Amps Unit max over -current protection 30 Amps Dimensions & Weight Hgt 33 in. Len 83 in. Wth 45 in. Weight with factory installed options 616 lbs. Clearances Right 24 in. Front 32 in. Back 12 in. Top 72 in. Bottom 0 in. Left 24 in. , Note: Please refer to the tech guide for listed maximum static pressures 4 Ton • York Units are Manufactured at an ISO 9001 Registered Facility and Each Rooftop is Completely Computer -Run Tested Prior to Shipment. Unit Features • Unit Cabinet Constructed of Powder Painted Steel, Certified At 1000 Hours Salt Spray Test (ASTM B-117 Standards) • Through -the -Curb and Through -The -Base Utility Connections • Either Supply and/or Return can be Field Converted from Vertical to Horizontal Configuration without Cutting Panels. • Full Perimeter Base Rails with Built in Rigging Capabilities • Galvanized Steel Drain Pan • Reciprocating Compressor • Single Stage Cooling • Solid Core Liquid Line Filter Driers • Microchannel Condenser Coil • 100 MBH Output Aluminized Steel, Single Stage Gas Nominal Heat • 1 HP Direct Drive Blower • Unit Ships with 1" Throwaway Filters with a Standard Filter Rack That Will Accept up to 2" Filters • Single Point Power Connection • Short Circuit Current: 5kA RMS Symmetrical Standard Unit Controller: Simplicity@ Control Board • An Integrated Low -Ambient Control, Anti -Short Cycle Protection, Lead -Lag, Fan On and Fan off Delays, Low Voltage Protection, On -Board Diagnostic and Fault Code Display. • Safety Monitoring - Monitors the High and Low -Pressure Switches, the Freezestats, the Gas Valve, if Applicable, and the Temperature Limit Switch on Gas and Electric Heat Units. The Unit Control Board will Alarm on Ignition Failures, Safety Lockouts and Repeated Limit Switch Trips. Warranty • One (1) Year Limited Warranty on the Complete Unit • Five (5) Year Warranty - Compressors and Electric Heater Elements • Ten (10) Year Warranty - Aluminized Steel Tubular Heat Exchangers Unitary Sales Tool v1.5.6.0 Information is subject to change without notice. Check local codes. Printed 05/13/2013 JYORK® Small Sunline Single Package R -410A Air Conditioner Page: 4 Project Name: SIMMCO Unit Model #: ZFO48N10A2AAA2 Quantity: 1 Tag #: IN STOCK- System: ZFO48N10A2AAA2 LYNNWOOD Factory Installed Options ZFO48N1 0A2AAA2 Product Category: Product Identifier: Nominal Cooling Capacity: Heat Type and Nominal Heat Capacity: Airflow: z F 048 N10 A Voltage: Installation Options: Additional Options: Product Generation: • 1 RC0434 - Roof Curb - 14" High, Flat, Uninsulated, Full Perimeter (Shipped Knocked Down) (86.0 lbs) 2 A AA 2 York Sunline Single Packaged R -410A Air Conditioner 13.0 SEER / 11.0 EER 4 Ton Single Stage Cooling 100 MBH Output Aluminized Steel, Single Stage Gas Heat 1 HP Direct Drive Blower 1" Throwaway Filters 208/230-3-60 Microchannel Condenser Coil Galvanized Steel Drain Pan Field Installed Accessories Unitary Sales Tool v1.5-6-0 Information is subject to change without notice Check local codes. Printed 05/13/2013 (ITT!. A 1001 saieg /ieuun ELOVEL/SO Paluud Typical ZF Direct Drive With Single Stage Gas Heat Control Circuit 208/230V Diagram Quantity: 1 Tag #: IN STOCK- System: ZFO48N10A2AAA2 LYNNWOOD Project Name: SIMMCO Unit Model #: ZFO48N10A2AAA2 rayoRK® Small Sunline Page: 5 Single Package R -410A Air Conditioner COOLING UNIT '1/GAS - CONTROL CIRCUIT 208/230V,460V,575V X-1MOTOR CONTROL 50110 LINIT_y TBI PNS -I 061 AI UCS PT — ". -?!9/R- —• -OL I-� ?OIIi-{1 ? Ay. -{�--206/a •,�Cl 3.7 t97 LP'1� SS - 00000000 r3 HI , F-. S3 - _VT�I 212/?L-LS C. P,j AIS i 23b/7 ®'_ >H6) i 2+v SFC `y_' 202t3R ; + 7131,,E 5 HPS I . ) H2_I I ( G 71 `-299/• —T 5 212/E(; 415,5R—( ) �L .. _ .. .. _12219- .. �\ -43!/31. Y� O-210/0- I '- . 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TRI TI 1305 DAS I �3 A�9:3/R w • ♦ 318/-R�=-215/50 . \J PPROPRIATE IOU a ISE INSTALLED - SEE AD 5NNEC TS ?70/O _ago/ >. upa ACCESSORY (/AS; DlATR1w BEFORE SERVICING THIS UNIT 9221/0 RCUOTE 41NI0U4 POSITION POTENTIOIETER DETAIL G2694544 REV D (YTS' tool sales tietiun ELOd/EL/SO PeluPd Typical ZF/ZR Direct Drive Power Circuit 208/230-3-60 Diagram Quantity: 1 Tag #: IN STOCK- System: ZFO48N10A2AAA2 LYNNWOOD Project Name: SIMMCO Unit Model #: ZFO48N10A2AAA2 yoRK0 Small Sunline Page: 6 Single Package R -410A Air Conditioner COOLING UNIT W/GAS or ELECTRIC HEAT - POWER CIRCUIT 208/230-3-60 X -MOTOR L A I 0 I c 0 1 E I F L— G H I J I n I_ L I 4 1________J , 1 D I i 5 1 ILASN 00i15 _1 ]E5;0It11CI • 1E0E40. PNS ACAr7 0\ STEADY [CPI ROL IL1E - PE?LACE CCI IOU ALI AVAI:AAR! 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PARTITION PIR AI TCONOvitER —11)/0 RN l l 10 FAN ON DCB—?471.1 I0R IO IN11E1CAI105 vi.Riry. PROPER OPERATION Al1ER SI.NVICING, P14/SIJ 50CKL1001/S CCAAIC1104.71•/, 3. THREE PHASE MOTORS ARE IAHE0Ex111 PPOIECIED UNDER PRIVART PIA/114 SOCKEI/PI'JG CCN,ICIION,P.V. LIACC0"L P0AS C/0011TONS. 015/5515 SOCKET/PIUS CCNNC110!1,l.NE IAC NIR 0 v20 Z30 VOLT OPERATION. TCR 208 VOI T. NOPE UCB .1431 5X41 T/PIU. CCNNLCII3N.?4O, MI, Cl STO•C OLIOCI0R PIN AT SYO.1 DEFECTOR 'OTT. 3 ?Iv CO D0F11 IV CA Uv tT CONIPOL BOARD - ICD /011 112/64 RIFE 10 768Y IEFVINAL ON 11 000 PZ/37 S'JC411API L'G CCF IEC IION,71Y, CP AN KCAS: 01101E NS AF[ NOi FOUND IN LINIIS A'11H SCROLL U00 P3/53 500511/°IU-u CO14ECI10..2AY. 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Nxcn R(r09E 41;i4J4 RAND ION ?0111 TER 15 INSTALLED. iE MPEFATU-E CONTROLS 7CVICE OPERAIIN PRESSURE 1PSIG1 RF ALIVE •IFE NUT (AN) AND CONN=C1 WIRES 15 SHOW. IM WIRES DEVICE WPiRATIMG TC VPERITJPC IOEG :`� OPEN •/• CLOSE OtTa. kiE1FR FAROTE VINIVLM CONNECTED Qi WIRE. 2STAL IS CONNFC RFU TO TBI ARF.N vPASF M001100 15 OPEN /-T CLOSE /- •-5-1—.5 577 NPSI 300 10 300 10 I•S - ODISCONNECTS OPEN N L L ASFDEIAII.CAUTION LOSS MOT ',STALLED (AS } 55 S I ..PSI 7 5 27 5 T NIS T BEFORE SERVICING 051 1 76 5 11 S II 675 ?5 25 (']UNI Rt 151 `RSI 27 �Ar G 2 6 9 4 0 7 A REV B .ayoR® Small Sunline Page: 7 Single Package R -410A Air Conditioner Project Name: SIMMCO Unit Model #: ZFO48N10A2AAA2 Quantity: 1 Tag #: IN STOCK-LYNNWOOD System: ZFO48N10A2AAA2 ZF048 Consolidated Drawing NOTES: I. FOR OUTDOOR USE ONLY. TONNAGE U N I OPERATING WEIGHT (LOS) CENTER OF GRAVITY LOCATION (BASE UNIT) 4 POINT CORNER LOADS (LBSI (BASE UNIT) 2. WEIGHTS SHOWN ARE FOR COOLING ONLY UNITS. 3. MIN. CLEARANCES TO BE: T (BASE UNITY 1 7 A B C D RIGHT SIDE: 24 1609.61 LEFT SIDE: 21 [609.61 (LESS ECONOMIZER) 3 IF 168 12121 33 1838.21 10.25 1463,61 114 1521 16 1351 III 1501 167 [761 36 1911.41 (WITH ECONOMIZER) FRONT: 21 1609.61 (COOLING/ELECTRIC HEAT) 4 IF 541 12451 31.50 1800.11 18.50 [469.91 138 1631 85 [391 122 1551 196 1891 32 1812.81 (GAS HEAT) REAR: 12 1301.81 (LESS ECONOMIZER) 5 IF 569 12581 37 1939.01 IS 13811 105 1481 86 1391 110 1171 208 1941 36 1911.11 (WITH ECONOMIZER OR FIXED AIR/MOTORIZED DAMPER) 6 IF 640 12901 37 1939.81 15 [3011 118 1541 96 1441 192 1871 231 (1061 TOP: 12 11828.81 BOTTOM: 0 101 - 31.62 - [803.31 3 ZR 515 12611 40 110161 20 [5081 132 [601 125 [511 155 1101 164 1141 4. FOR SMALLER SERVICE AND OPERATIONAL CLEARANCES CONTACT TOUR APPLICATION ENGINEERING DEPARTMENT. -.----6.I2 (155.51 4 IR 585 (2651 40 [10161 20 [5081 134 (61I 121 [581 (58 1721 161 1761 5. DOWNFLOW DUCTS DESIGNED TO BE ATTACHED TO ACCESSORY 7.25 ROOF CURB ONLY. IF UNIT IS MOUNTED SIDE SUPPLY. IT (181.01 18.26 (463.71 5 ZR 590 [2601 40 110161 20 15001 (35 1611 128 [581 159 [721 168 1761 IS RECOMMENDED THAT THE DUCTS ARE SUPPORTED BY CROSS BRACES, AS DONE ON ACCESSORY ROOF CURBS. 1.80 -�• 27.54 3 XP 575 [2611 39 1990,61 20 [5081 135 1611 121 1551 151 1691 168 1761 6. SIDE DUCT FLANGES ARE 0.875' [22,21 HIGH. [45.81 BOTTOM DUCTS DO NOT HAVE FLANGES. [699.61 4 XP 585 12651 39 1990.61 20 [5001 131 (621 124 1561 154 [701 III [181 7. MINIMUM CONDENSATION TRAP HEIGHT SHALL BE 1.5 TINES + YEAR S XP 590 12681 39 1990.61 20 15001 138 1631 125 [571 155 [701 172 1781 THE LOWEST NEGATIVE STATIC. 8. DIMENSIONS IN [ 1 ARE IN MILLIMETERS OR KILOGRAMS. 9. OPTIONAL COIL GUARD. GAS HEAT. ECONOMIZER HOOD. DISCONNECT SWITCH. CONVENIENCE OUTLET. AND 5.5) OUTLET/INLET HOOD SHORN. ((40.011 A 4 -5.89 [149.61 Al EXCEPT XP (HEAT PUMP) UNITS. f+0 1II { 12.26 { 1 1311.31 . POWERWIRING t ► DIRECTION OF AIRFLOW NG BOTTOM ENTRY �___ Y� 11.50 (292,11 1__J 1111 Ili I • 9No [ci Ou 3. D0 11.0 [16,21 1292.11 __� 02.00 [50,81 � t .; 111111 • ' --I S CENTER OF GRAVITY 61 4.00 I1, SO (444,51 FIGHT VIII V RETURN I 11.50 19.08 1 1 `\ \ =,NIMH SUPPLY 0(A i 1292.11 1484,61 rtY a ._._ ,� � I 8.23 f [209.21 41. 6.50 [165,11 4.58 6.68 C 11.50 [144,51 7.62 1116,31 1193.61 11.06 [281,01 CONTROL WIRING BOTTOM ENTRY 32.09 00.88 122.21 1815.21 [161,11 AS SUPPLY BOTTOM ENTRY 951.50 [38.11 K.O. (0.50 [12.71 NPT AT GAS VALVE VENT AIR OUTLET HOOD ® 17.50 1444.51 REAR 31.62 [803,21 y� X CONOMIZER ROOD 01.97 R.O. X (OPTIONAL (50.01 DISCONNECT SWITC COVER (OPTIONAL) ONBUSTION AIR INLET HOOD (RAIN HOOD NOT5110 IN THIS VIEW( FILTER ACCESS ��•BLOND _ ws ESS S _ / • I' 11',111'111111 I CONVENIENCE OUTLET COVER (OPTIONAL) BLOWER 0 III ,II 32.55 IIIII 11111IIIIIII!I II 27.35 ACCESS I r ACCESS I i1 i� �I f [826,1) 4 I I1 I'I 1,111 H JIIHIll I'i.III IR 111111 �' Iii, I' III I [694,11 li 00.88 K.O. [22.21 ■l. �� �' �14� I_ I 111 III'll 11 I' 11,1"111 11111,11 l" 111111 ill I I''II I " i1 �i��1i� 1■ Ll� ��.�� ��� L ■1-� 1■ 3.78 196,01 4.38 [111.11 6.91 44.88 18.58 [411.91 0.75 119.11 19.6T 1499,11 4.42 [112.31 -i- 31.89 (810.01 1176.21 AS SUPPLY ENTRY[1139,81 01.63 141.4) ® OIL GUARD (OPTIONAL) RENT YE/ 2.55 82.19 PVC FPT 164.71 12081.61 COND. DRAIN FRET VEa LEFT VEIT Unitary Sales Tool v1.5.6.0 Information is subject to change without notice. Check local codes. Printed 05/13/2013 JYORK® Small Sunline Single Package R -410A Air Conditioner Page: 8 Project Name: SIMMCO Unit Model #: ZFO48N10A2AAA2 Quantity: 1 Tag #: IN STOCK- LYNNWOOD System: ZFO48N10A2AAA2 Gas/Electric Economizer hood HACR breaker Gas_Electric Typical Component Location Belt drive or Direct drive blower 20 Gauge aluminized steel tubular heat exchanger Electric heat accessory location Power ventor motor with post purge cycle High efficiency compressor Knockout for side power entry Slide -in economizer Smoke detector 3/4" PVC female condensate drain GFCI convenience outlet Knockout for side control entry Simplicity® Lite" control board Knockout for side gas supply entry Highly Efficient Enhanced Copper Tube/Enhanced Aluminum Fin OR Micro -Channel Aluminum Tube/Aluminum Fin Condenser Full perimeter baserails with forklift slots and lifting holes Unitary Sales Tool v1.5.6.0 Information is subject to change without notice. Check local codes. Printed 05/13/2013 JYORK® Small Sunline Single Package R -410A Air Conditioner Page: 9 Project Name: SIMMCO Unit Model #: ZFO48N10A2AAA2 Quantity: 1 Tag #: IN STOCK- LYNNWOOD System: ZFO48N10A2AAA2 Typical Applications ROOF JACK INSTALLATION ROOF CURB INSTALLATION -Si SLAB ON GROUND INSTALLATION — FIELD -SUPPLIED DISCONNECT SWITCH 1 CONDENSATE ROOF CURB TRAP TO POWER SUPPLY CONTROL WIRING TO INDOOR THERMOSTAT RETURN AIR DUCT SUPPLY AIR DUCT MANUAL GAS SHUT-OFF VALVE TO GAS SUPPLY LINE Unitary Sales Tool v1.5.6.0 Information is subject to change without notice. Check local codes. Printed 05/13/2013 4 ROOF CURB INSTALLATION -Si SLAB ON GROUND INSTALLATION — FIELD -SUPPLIED DISCONNECT SWITCH 1 CONDENSATE ROOF CURB TRAP TO POWER SUPPLY CONTROL WIRING TO INDOOR THERMOSTAT RETURN AIR DUCT SUPPLY AIR DUCT MANUAL GAS SHUT-OFF VALVE TO GAS SUPPLY LINE Unitary Sales Tool v1.5.6.0 Information is subject to change without notice. Check local codes. Printed 05/13/2013 YORK° Small Sunline Single Package R -410A Air Conditioner Page: 10 Project Name: SIMMCO Unit Model #: ZFO48N10A2AAA2 Quantity: 1 Tag #: IN STOCK- LYNNWOOD System: ZFO48N10A2AAA2 CONTACTOR r - T GROUND LUG QcCP Typical Field Power and Control Wiring TYPICAL POWER WIRING FIELD -SUPPLIED DISCONNECT r'" nt SINGLE _Ea •�. v FIELD -SUPPLIED r -I-.0.-r¢-r> PHASE _ r tQ DISCONNECT 1 -O' 0--i >> POWER - - I I - I r", St.. - 1 L J SUPPLY I -o- p- - r - THREE .p - I L I ...0. A.." -1- PHASE REFER TO THE ELECTRICAL DATA GROUND L i _0--.- o- - - _ POWER TABLES TO SIZE THE DISCONNECT LUG SUPPLY SWITCH. OVER CURRENT L J PROTECTION AND WIRING. CONTACTOR TYPICAL COOL/HEAT CONTROL WIRING COOLING ONLY (24 VOLT THERMOSTAT) THERMOSTAT' UNIT TERMINAL TERMINALS STRIP TB1 0- 24 - 24 VOLT TRANSFORMER 124 VOLT THERMOSTAT. TO CONTROL THE ECONOMIZER ON SECOND STAGE COOLING, USE A 2 STAGE COOLING THERMOSTAT. COOLING / HEATING (ELECTRONIC THERMOSTAT) MULTI STAGE THERMOSTAT' TERMINALS UNIT TERMINAL STRIP TB1 24 VOLT TRANSFORMER TO REMOTE SENSOR IF USED ELECTRONIC PROGRAMMABLE THERMOSTAT TYPICAL. 2 SECOND STAGE COOLING IS NOT REQUIRED ON UNITS LESS ECONOMIZER. 2 SECOND STAGE HEATING IS ONLY REQUIRED ON UNITS WITH A TWO STAGE ELECTRIC HEATER OR 2 STAGE GAS HEAT. . REMOVE JUMPER J2 FROM TERMINALS 4 AND 9 ON JUMPER PLUG CONNECTOR P6 ON UNITS WITH ECONOMIZER. TERMINALS Al AND A2 PROVIDE ARELAY OUT -PUT TO CLOSE THE OUTDOOR ECONOMIZER DAMPERS WHEN THE THERMOSTAT SWITCHES TO THE SET -BACK POSITION. COOLING / HEATING (24 VOLT THERMOSTAT) THERMOSTAT1 TERMINALS UNIT TERMINAL STRIP TB1 24 VOLT TRANSFORMER 124 VOLT THERMOSTAT. TO CONTROL THE ECONOMIZER ON THE SECOND STAGE COOLING OR TO HAVE AN ELECTRIC HEAT ACCESSORY WITH TWO STAGES OF HEAT, USE A 2 STAGE COOL AND HEAT THERMOSTAT. COOLING / HEATING (ELECTRONIC THERMOSTAT) SINGLE STAGE THERMOSTAT' TERMINALS UNIT TERMINAL STRIP TB1 24 VOLT TRANSFORMER 'ELECTRONIC PROGRAMMABLE THERMOSTAT TYPICAL. TO CONTROL THE ECONOMIZER ON SECOND STAGE COOLING. USE A 2 STAGE COOL AND HEAT THERMOSTAT. Unitary Sales Tool v1.5.6.0 Information is subject to change without notice. Check local codes. Printed 05/13/2013 YORK Small Sunline Single Package R -410A Air Conditioner Page: 11 Project Name: SIMMCO Unit Model #: ZFO48N10A2AAA2 Quantity: 1 Tag #: IN STOCK- LYNNWOOD System: ZFO48N10A2AAA2 BACK OF UNIT RETURN' AIR 1RC0434 Roof Curb Dimensions SUPPLY` AIR DUCT SUPPORT RAILS 2" TYP. COMPRESSOR AND CONDENSER END OF UNIT 37-114" DUCT SIZES: Supply Air = 19" x 19" Return Air = 19" x 19" 1RC0434 Roof Curb Dimensions 73" FRONT OF UNIT • Supply and Return Air (including duct support rails) shown are typical for bottom duct applications. For location of horizontal duct applications (on back of unit), refer to Unit Dimensions details. Unitary Sales Tool v1.5.6.0 Information is subject to change without notice. Check local codes. Printed 05/13/2013 FILE COPY r. Structure 1 Calculations For SfMMCO 10831 East 1„la re ina l UJa y S. Tukwila, WA 98,16 .0 REVIEWED FOR CODE COMPLIANCE R ��® CE AP NOV 14 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 0 4 2013 PERMIT CENTER 05/15/2013 Prepared for: ACCO Engineered Systems By: S. Engineering (Job: 13-230) 3121 141th Place SE Mill Creek, WA 98012 T: 425.338.4116 19•J- t VI 1051-0' II 1. 1 (E) WOOD STUD WALL AT OFFICE 05/I6/2013 OFFICE REPLACED UNIT (E) CONC. PANEL AT SHOP SHOP 'J 1 oN 0 0 10'-0' 1 NEW UNIT 5.....E=L,. 144 N.T.S. (E) 9 x 21518 GLIB. (10) 24'-0' (TYP) (E)9x2134GLB NEW 2x6 WI 'LUS24' NEW HEATER (WT.: (310 lbs.) CE) 9 x 3534 GLB (E) 9 x 353/4 GLB PARTIAL ROOF FRAMING PLAN - SHOP SCALE: I/8'= I'-0' 05/16/2013 22'-6' 30'-0' ENTRANCE I OFFICE (E) SLEEPER (E) EAST WOOD STUD WALL N ADD (4)-14'4'x3' LAG SCREWS OR (4)-"10x314' WOOD SCREWS WI MIN. IOGA. CLIP IN BETWEEN REPLACED UNIT 4 (E) SLEEPER (SI -SOWN AT •) 3'-0' (t) (E) SLEEPER REPLACED 4 TON UNIT (WT.: 54! Ibe.) N (E) BEARING WALL (E) CONC. PANEL N 0 F.....1 N O r Ttdm CRIS 1OOf11 SHOP 46'-6' PARTIAL ROOF FRAMING PLAN - OFFICE 4 SCALE: I/8'= I'-0' 35. 8't' RA INI-100D 05/I6/2013 X Q E NEW UNIT (WT.: 910 Ibs.) 12' STAND MOUNTING RAIL (14 GA. MIN.) DOWNTURN 14'4'x3' LAG SCREW 2' FROM CORNER 4 16' O.G. IN BETWEEN (TOTAL (12)-14'4,3' LAG SCREWS) NEW 2x6 F. "2 W/ 'LUS24' (SEE PLAN) SECTION SCALE: I'= I'-0' NEW 4x6 D. *2 WI 'LUS46' (SEE PLAN) MOUNTING CURB (14 GA. MIN.) — (E) T4G ROOF SNT'G 41 Gravity 2'- ?? 24'-0 (TYP) (E) 6x14 (t) NEW 2x6 D.E."2 WI 'LUS24' (E) 6x14 6'-D" / r (±) (E) 6x14 (E)9x21'aGLB NEW 4x6 D.E."2 W/ 'LUS46' (E) 6x14 NEW NEATER (WT.: 910 lbs.) (E) 6x14 (E) 6x14 0 0 n x 3534 GLIB m to PARTIAL ROOF FRAMING PLAN SHOP SCALE: I/8'= 1'-0' �I i ti agyoRK0 Single Small Sunline Pagel Package R -410A Air Conditioner Project Name: SIMMCO Unit Model #: ZFO48N10A2AAA2 Quantity: 1 Tag #: IN STOCK-LYNNWOOD System: ZF048N10A2AAA2 ZF048 Consolidated Drawing NOTES: I. FOR OUTDOOR USE 011.1. TONNAGE Y I OPERATING WEIGHT MS) CENTER OF GRAVITY LOCATION 1845E UNIT) 4 POINT CORNER LOADS I1851 (BASE UNIT) 2. WEIGHTS SHOWN ARE FOR COOLING ONLY UNITS. 3. MIN. CLEARANCES TO BE: T 18ASE UNIT) I Y A e C 0 RIGHT SIDE: 24 1609,61 LEFT SIDE: 21 (609,61 [LESS ECONOMIZER) 3 21 466 12121 33 1838,21 18.25 1463.61 114 1521 16 1351 III 1501 161 1761 36 1914,11 [WITH ECONOMIZER) FRONT: 21 1009,61 ICOOLING/ELECTRIC HEAT) 4 1F ,+�-- C 541 1245) )1.50 (800,11 18.50 1169.91 138 1631 85 1391 122 1551 196 1891 32 [8)2,81 (GAS HEAT(5 REAR: 12 1304.81 (LESS ECONOMIZER) 1F 569 [2581 37 1939.81 IS 13811 105 1481 86 1391 ITO 1711 208 [941 36 [914,41 111TH ECONOMIZER OR FIXED AIR/MOTORIZED DAMPER( 6 21 640 12901 31 1939,81 IS (3011 118 1541 96 1441 192 1811 234 1106) TOP: 12 (1828.81 BOTTOM: 0 (01 31.62 1803,31 3 111 515 (2611 40 110161 20 15081 132 1601 125 (511 155 1701 164 1141 4. FOR SMALLER SERVICE AND OPERATIONAL CLEARANCES CONTACT TOUR APPLICATION ENGINEERING DEPARTMENT. 6.12 1155.51 4 26 585 1265) 40 110161 20 [5081 131 1611 121 1581 158 1721 161 1761 5. DOWN/LOW DUCTS DESIGNED TO BE ATTACHED TO ACCESSORY 7.25 ROOF CURB ONLY. IF UNIT IS MOUNTED SIDE SUPPLY, II 1184,01 18.26 [463,71 5 IR 59D 12681 10 110161 20 [5081 135 1611 1281581 1591171 168 1761 IS RECOMNENDEO THAT THE DUCTS ARE SUPPORTED BT CROSS BRACES, AS DONE ON ACCESSORY ROOF CURBS. 1.00 21.54 3 XP 515 (2611 39 1990,61 20 [5081 135 1611 121 1551 151 1691 168 [761 6. SIDE DUCT FLANGES ARE 0.875. 122,21 HIGH. 145,81 BOTTOM DUCTS DO NOT NAVE FLANGES. 1699,61 4 IP 585 (2651 39 1990.61 20 (5081 137 [921 121 1561 154 1101 III 1161 7. MINIMUM CONDENSATION TRAP HEIGHT SHALL BE 1.5 TIMES + REAR 5 If 590 12681 39 1990.61 20 15061 116 1671 175 (511 155 1101 Ili (101 THE LOWEST NEGATIVE STARIC. m7�� 8. DIMENSIONS IN 1 1 ARE IN MILLIMETERS OR KILOGRAMS. 9. OPTIONAL COIL GUARD, GAS HEAT, ECONOMIZER HOOD. DISCONNECT SWITCH. CONVENIENCE OUTLET. AND 5.51 OUTLET/INLET HOOD SHOWN, 1140,01 A 4 5.69 11 9,61 B ® EXCEPT XP (HEAT PUMP( UNITS. i DIRECTION OF AIRFLOW POWER WIRING BOTTOM ENTRY 6 12.26 a 1311.31 A u_ ) I r L I` 11.50 (292, I, _ G 1111 110 . cow / OIA ' II. 0 3.00 1292,11 116.21 02.00 150,8] __ ___ �1 11,1 . ® CENTER OF GRAVITY 4.00 1101.61 1 T -S I 17.50 [u/ S1' 4 \ +��'_R. RIGHT III III E'c • SUPPLY RETURN , 044 11. 50 19.08 l [292,11 (464.61 i; -67 1 t�r IMN max-1 8.23 1209,21I 6.50 1165,11 4.58 1 0 1�MI 6.10 C 11.50 1144,51 1.62 0116.31 1193.81 11.06 1281.01 (164,11 AS SUPPLY BOTTOM EN RY 01.50 138,11 6.0. 11.50 [444,51 31.62 [803.21 CONTROL WIRING BOSTON ENTRY 650.88 122,2) 32.09 1815,21 10.50 112,11 NPT AT GAS VALVE ENT AIR OUTLET HOOD ® OT CONOMIZER HOOD71 (OPTIONAL) 01.91 150,0) K O DISCONNECT SWITCH COVER [OPTIONAL) OMBUSTION IR INLET HOOD (RAIN HOOD AHOY IN�iH15 VIEW) • _ cos 11111:11111111111.2 III' Jr Huta• ACCESS h I�! c�P• '• I; 4 11111194 elan CONVENIENCE OVTLEi112 ACCESS ACCISS s119 1 f IIE1ACF[uCOVER E11[CCS IorTloN4uI r 18z611 /i.1 16111.1.27.35 Et ^I' f69�.n00.88 X.O.111 6'��>•��i���1'l Ij d9 ILII'122,23 E:II"I 1161, \Ilr��=7111111 t 1�1LS■ - 3.78 16 11 1111,11 6191 iillr 70.58 1111,91 0.15 119.11 (96 ,0) 19.67 1499,71 4.42 1112,31 31.89 1810,01 1176,21 AS SUPPLY ENTRY $1.63 141.11 A 11138 [1[35'81 OIL GUARD (OPTIONAL) RICHT YEW 2.55 82.19 PVC FPT [64.11 2081,6_ COND. DRAIN - -" FRONT VIEW LEFT YEW j�'\ I ___ __. Unitary Sales Tool vt.5.6.0 Information Is subject to change without notice. Check local codes. Printed 05113/201 Rev 560004 General Timber Beam et'. s_eL '.PYR.1 .^mr-Wer" "7""Ca"n"--$21"":«� cu.�35: i i i+�;�a:f 1"•01,..ZZI=INICZNIIMMERZIe Description new beam under unit General Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 2x6 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Trapezoidal Loads #1 DL @ Left DL @ Right Summary 1.500 in 5.500 in Sawn 1.150 Pin -Pin 40.000 pcf Center Span Left Cantilever Right Cantilever Hem Fir, No.2 Fb Base Allow Fv Allow Fc Allow E 7 50 ft Lu ft Lu ft Lu 850.0 psi 150.0 psi 405.0 psi 1,300.0ksi 0.00 ft 0.00 ft 0.00 ft 100.00 #/ft 100.00 #/ft LL @ Left AAA../ #/ft LL @ Right U Nrr #/ft Start Loc End Loc 0.000 ft 4.000 ft Span= 7.50ft, Beam Width = 1.500in x Depth = 5.5in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 707.04 psi Fb 1,270.75 psi 0.556: 1 0.4 k -ft 0.8 k -ft at 2.940 ft at 0.000 ft 0.45 k -ft 0.00 k -ft 0.00 0.00 0.80 fv Fv k -ft k -ft 46.53 psi 172.50 psi Maximum Shear * 1.5 Allowable Shear: Reactions... Left DL Right DL Beam Design OK 0.4 k 1.4 k @ Left 0.30 k @ Right 0.12 k Camber: @ Left 0.000 in @ Center 0.229 in @ Right 0.000 in 0.30 k 0.12 k Max 0.30 k Max 0.12 k Deflections Center Span... Deflection ...Location ...Length/Deft Camber ( using 1.5 @ Center @ Left @ Right Dead Load -0.153 in • 3 480 ft 589.8 D.L. Defl) ... 0.229 in 0;000 in 0.000 in Total Load -0.153 in 3.480 ft 589.81 Left Cantilever... Deflection Length/Defl Right Cantilever... Deflection ...Length/Defl Dead Load 0.000 in 0.0 0.000 in 0.0 Total Load 0.000 in 00 0.000 in 0.0 Stress Calcs Bending Analysis Ck 29.576 Le Cf 1.300 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Moment 0.45 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 0.38 k 2.225 in2 172.50 psi 0.30 k 0.12 k Sxx 7.563 in3 CI 0.000 Sxx Reo'd 4.21 in3 0.00 in3 0.00 in3 @ Right Support 0.17 k 0.993 in2 172.50 psi Bearing Length Req'd Bearing Length Req'd Area 8.250 in2 Allowable fb 1,270.75 psi 1,270.75 psi 1,270.75 psi 0.497 in 0.190 in Rev 580004 General Timber Beam -1=7".17770=77-77-11.7.-..• X. • .s• ..._.._:'],•.... .Y...•...:4".'.4-s'.P',:"»:3: Description new beam under unit General Information Section Name 4x6 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density [Trapezoidal Loads #1 DL @ Left DL @ Right 3.500 in 5.500 in Sawn 1.150 Pin -Pin 40.000 pcf Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined .,tea Center Span Left Cantilever Right Cantilever Hem Fir, No.2 Fb Base Allow 850.0 psi Fv Allow 150.0 psi Fc Allow 405.0 psi E 1,300.0 ksi 7.50 ft Lu ft Lu ft Lu 0.00 ft 0.00 ft 0.00 ft 100.00 #/ft 100.00 #/ft Span= 7.50ft, Beam Width = 3.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 316.99 psi Fb 1,270.75 psi LL @ Left LL @ Right Depth = 5.5in, Ends are Pin -Pin 0.249 ; 1 0.5 k -ft 1.9 k -ft at 2.970 ft at 0.000 ft 0.47 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 1.87 fv 20.73 psi Fv 172.50 psi Start Loc End Loc Maximum Shear *1.5 Allowable Shear: Reactions... Left DL Right DL 0.000 ft 4.000 ft Beam Design OK 0.4 k 3.3 k @ Left 0.31 k @ Right 0.13 k Camber: @ Left 0.000 in @ Center 0.103 in @ Right 0.000 in 0.31 k 0.13 k Max 0.31 k Max 0.13 k Deflections Center Span... Dead Load Deflection -0.069 in ...Location 3.510 ft ...Length/Defl 1,307.6 Camber ( using 1.5* D.L. Defl ) ... @ Center 0.103 in @ Left 0.000 in @ Right 0.000 in LStress Calcs Bending Analysis Ck 29.576 Cf 1.300 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb Total Load -0.069 in 3.510 ft 1,307.61 Left Cantilever... Deflection ..Length/Defl Right Cantilever... Deflection ...Length/Defl Dead Load 0.000 in 0.0 0.000 in 0.0 Total Load 0.000 in 0.0 0.000 in 0.0 0.000 ft 0.000 Max Moment 0.47 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 0.40 k 2.313 in2 172.50 psi Sxx CI 17.646 in3 0.000 Sxx Req'd 4.40 in3 0.00 in3 0.00 in3 @ Right Support 0.19 k 1.081 in2 172.50 psi Area 19.250 in2 Allowable fb 1,270.75 psi 1,270.75 psi 1,270.75 psi 0.31 k Bearing Length Req'd 0.221 in 0.13 k Bearing Length Req'd 0.089 in S>� 4 TABLE NO. 25 -A --ALLOWABLE UNIT STRESSES FOR VISUALLY STRESS -GRADED LUMBER (Continued) TABLE NO. 25-A—ALLOWABLE UNIT STRESSES FOR VISUALLY STRESS -GRADED LUMBER (Continued) SPECIES AND COMMERCIAL GRADE ALLOWABLE UNIT STRESSES, POUNDS PER SQUARE INCH RULES UNDER WHICH GRADED Extreme Fiber in Bending (and Tension Parallel to Grain) Extreme Fiber Compres- sion Per- pendicular to Grain Compres• sion Parallel to Grain Modulus of Elasticity SYMBDL:1- I (or 1') H q in Bending E6 Compres- Compres- L.F.1G L. F. L.F. L..F.10 L. F. L.F. 1,.F.16 L.F. L. F. J. & P.16 1. & P. J. & P. J. & P)1 ! 1. & P. i J. & P. J. & P.16 I J. & P. J. & P. B. & S. ' P. & T. RULES SPECIES AND COMMERCIAL GRADE 365 365 365 365 365 365 365 3115 365 365 365 365 365 365 365 305 365 305 36.5 365 (and Tension Maximum sion Per• Sion UNDER Parallel Horizontal pendicular Parallel Modulus of WHICH to Grain) Shearto Grain to Grain Elasticity GRADED SYMBOL:* I (or 1') H I q c Es ^DOUGLAS FIR AND LARCHI7 Dense Select Structural DRY J. & 1'. 2150 130 455 , 1750 Select Structural MC15 J. & P.16 2100 13.52'1.5 415 1650 Dense Select Structural J. & P. 2050 1202'1-5 455 1650 Dense Construction MC15 J. & P.16 2050 1352'4-5 455 1600 Select Structural DRY J. & P. 200(1 130 415 1600 Select Structural J. & P. 1900 12(12.2-5 415 1500 Dense Construction DRY J. & P. 1850 130 455 1450 Dense Construction J. & P. 1750 12(122-1.5 455 1400 Construction MC15 J. & P.15 1750 1352-1-5 390 1400 Construction DRY I. & P. 1(100 130 390 1200 (All) U.B.C. Construction J. & P. 15(10 1202.1-390 120(1 1,600,000 Standard Standard MC15 J. & P.16 1500 1102-1.5 390 1200 No. 23-4-67 Standard DRY J. & P. 1350 103 390 1100 Standard & ' 11 952'14 .. 1/ I '-. Sense e ect tructura 1 . & S. 2050 120 455 1500 Select Structural -B. & S. 1900 1207 415 1400 Dense Construction C nstruction B. & S. B. & S. 1750 1500 1207 1207 455 390 1200�� 1000 • Dense .. e ect tructura . & 1.01 121 45 1650 Select Structural P. & T. 1750 1207 415 15(10 Dense Construction P. & T. 1500 1207 455 1400 Construction P. & T. 1200 1207 390 1200 TABLE NO. 25-A—ALLOWABLE UNIT STRESSES FOR VISUALLY STRESS -GRADED LUMBER (Continued) SPECIES AND COMMERCIAL GRADE ALLOWABLE UNIT STRESSES, POUNDS PER SQUARE INCH RULES UNDER WHICH GRADED Extreme Fiber in Bending (and Tension Parallel to Grain) Maximum Horizontal Shear Compres- sion Per- pendicular to Grain Compres• sion Parallel to Grain Modulus of Elasticity SYMBDL:1- I (or 1') H q c E6 HEMLOCK. WESTERN Select Structura Select Structure Select Structura 15001 Industria 1500f.Inclustria 1500f. Industria 1200f. Industria 1200f. Industria 1200f. Industria Select Structura Select Structura Select Structura Construction MC15 Construction DRY Construction Standard MC15 Standard DRY Standard Construction Construction MC15 DRY MC15 DRY MC15 DRY MC15 DRY L.F.1G L. F. L.F. L..F.10 L. F. L.F. 1,.F.16 L.F. L. F. J. & P.16 1. & P. J. & P. J. & P)1 ! 1. & P. i J. & P. J. & P.16 I J. & P. J. & P. B. & S. ' P. & T. 1800 1600 1600 1650 1550 1500 1450 1300 1200 1800 1650 1600 1650 1550 150(1 1450 1300 1200 1500 1200 152-3-9 10 002-3.6 15 IO 00 90 (10 80 152-(-•1 10 r)02-1-9 152-s.1) 10 062-1'.11 902-0.' 85 802-K11 10010 111010 365 365 365 365 365 365 365 3115 365 365 365 365 365 365 365 305 365 305 36.5 365 1200 1100 1100 1150 1100 1000 1(150 900 900 300 25(1 200 250 150 100 150 000 000 1)00 100 (All) •1,400,000 U.B.C. Standard No. 25-4-67 V•SZ 'ON 318V1 3003 9NIO1I08 1/48031N11 V -SZ '0N 318V1 rRev 580004 Description (e) purlin for new unit General Timber Beam • .=.1,","111=02516:12167=A IGeneral Information Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 6x14 Center Span 23.25 ft Lu 0.00 ft Beam Width 5.500 in Left Cantilever ft Lu 0.00 ft Beam Depth 13.500 in Right Cantilever ft Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, Dense No.1 Fb Base Allow 1,500.0 psi 1.150 Fv Allow 120.0 psi Pin -Pin Fc Allow 390.0 psi E 1,600.0 ksi Load Dur. Factor Beam End Fixity LFull Len Center Left Cantilever Right Cantilever DL DL DL Point Loads Dead Load Live Load ...distance 310.0 lbs lbs 2.500 ft 96.00 #/ft #/ft #/ft 310.0 lbs 310.0 lbs lbs lbs 8.500 ft 10.000 ft 200.00 #/ft #/ft #/ft Gal lbs lbs 0.000 ft ax lbs lbs 0.000 ft lbs lbs lbs lbs 0.000 ft 0.000 ft Beam Design OK Span= 23.25ft, Beam Width = 5.500in x Depth = 13.5in, Ends are Pin -Pin Max Stress Ratio 0987: 1 Maximum Moment 23.4 k -ft Maximum Shear * 1.5 5.6 k Allowable 23.7 k -ft Allowable 10.2 k Max. Positive Moment 23.39 k -ft at 10.695 ft Shear: @ Left 4.09 k Max. Negative Moment 0.00 k -ft at 23.250 ft @ Right 3.72 k Max @ Left Support Max @ Right Support Max. M allow 0.00 k -ft Camber: @ Left 0.000 in 0.00 k -ft @ Center 0.781 in 23.70 @ Right 0.000 in Reactions... fb 1,679.96 psi fv 75.97 psi Left DL 1.77 k Max 4.09k Fb 1,702.57 psi Fv 138.00 psi Right DL 1.40 k Max 3.72 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.520 in -1.249 in Deflection 0.000 in 0.000 in ...Location 11.346 ft 11.532 ft ...Length/Defl 0.0 0.0 ...Length/Defl 536.0 223.37 Right Cantilever... Camber ( using 1.5 " D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.781 in ...Length/Deft 0.0 0.0 @ Left 0.000 in @ Right 0.000 in 6 Rev 580004 General Timber Beam Description (e) purlin for new unit Stress Calcs Bending Analysis Ck 24.699 Cf 0.987 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Moment 23.39 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 5.64 k 40.877 in2 138.00 psi 4.09 k 3.72 k Sxx CI 167.063 in3 0.000 Sxx Req'd 164.84 in3 0.00 in3 0.00 in3 @ Right Support 5.09 k 36.855 in2 138.00 psi Bearing Length Req'd Bearing Length Req'd Area 74.250 in2 Allowable fb 1,702.57 psi 1,702.57 psi 1,702.57 psi 1.907 in 1.735 in 7 Rev 580004 General Timber Beam Description (e) purlin for new unit General Information • .'..2 Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 6x14 Full Length Uniform Loads Center Left Cantilever Right Cantilever Point Loads Dead Load Live Load ...distance Summary 130.0 lbs lbs 2.500 ft DL DL DL 5.500 in 13.500 in Sawn 1.150 Pin -Pin Center Span Left Cantilever Right Cantilever Douglas Fir- Larch, Fb Base Allow Fv Allow Fc Allow E 23.25 ft Lu ft Lu ft Lu Dense No.1 1,500.0 psi 120.0 psi 390.0 psi 1,600.0 ksi 0.00 ft 0.00 ft 0.00 ft 96.00 #/ft #/ft #/ft 200.00 #/ft #/ft #/ft 130.0 lbs 130.0 lbs lbs lbs 8.500 ft 10.000 ft lbs lbs 0.000 ft Span= 23.25ft, Beam Width = 5.500in x Depth = 13.5in, Ends are Pin -Pin Max Stress Ratio 0.902 1 Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,536.36 psi Fb 1,702.57 psi 21.39 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 23.70 fv 68.35 psi Fv 138.00 psi 21.4 k -ft 23.7 k -ft at at 11.253 ft 23.250 ft lbs lbs 0.000 ft Maximum Shear *1.5 Allowable Shear: Reactions... Left DL Right DL lbs lbs 0.000 ft lbs lbs 0.000 ft Beam Design OK 5.1 k 10.2 k @ Left 3.71 k @ Right 3.56 k Camber: @ Left 0.000 in @ Center 0.632 in @ Right 0.000 in 1.39 k 1.23 k Max 3.71 k Max 3.56 k Deflections Center Span... Deflection ...Location ...Length/Defl Dead Load -0.421 in 11.439 ft , 662.2 Camber ( using 1.5* D.L. Defl) ... @ Center 0.632 in @ Left 0.000 in @ Right 0.000 in Total Load -1.150 in 11.532 ft 242.61 Left Cantilever... Dead Load Total Load Deflection 0.000 in 0.000 in ...Length/Defl 0.0 0.0 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Defl 0.0 0.0 Rev 580D04 Description (e) purlin for new unit Stress Calcs General Timber Beam Bending Analysis Ck 24.699 Le Cf 0.987 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing © Supports Max. Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Moment 21.39 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 5.07 k 36.774 in2 138.00 psi 3.71 k 3.56 k Sxx CI 167.063 in3 0.000 Sxx Req'd 150.75 in3 0.00 in3 0.00 in3 @ Right Support 4.84 k 35.088 in2 138.00 psi Bearing Length Req'd Bearing Length Req'd Area 74.250 in2 Allowable fb 1,702.57 psi 1,702.57 psi 1,702.57 psi 1.731 in 1.659 in LRev 580001 Description Single Span Beam Analysis (e) GLB rGeneralInformation Center Span 48.50 ft Moment of Inertia 15,811.000 in4 Left Cantilever ft Elastic Modulus 1,700 ksi ft Beam End Fixity Pin -Pin Right Cantilever Uniform Loads ausszammvist On Center Span... #1 Point Loads 0.070 k/ft On Left Cantilever... #1 k/ft On Right Cantilever... #1 Magnitude Location 6.960 k 6.000 ft Magnitude 4.780 k Location 46.000 ft IL Query Values —moo Center Location Moment Shear Deflection LizZummary 6.960 k 14.000 ft 0.000 ft 0.00 k -ft 20.96 k 0.00000 in 6.960 k 22.000 ft k k ft J t ( ft Left Cant 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 6.960 k 30.000 ft k ft k/ft Right Cant 6.960 k 38.000 ft k ft 0.000 ft 0.00 k -ft 0.00 k 0.00000 in Moments... Max + @ Center Max - °@ Center @ Left Cant @ Right Cant Maximum = 277.01 k -ft at 22.06 ft 0.00 k -ft at 48.50 ft 0.00 k -ft 0.00 k -ft 277.01 k -ft Shears... @ Left @ Right Maximum Deflections... @ Center @ Left Cant. @ Right Cant 22.02 k 22.02 k -4.321 in 0.000 in 0.000 in at at Reactions... @ Left @ Right 20.96 k 22.02 k 24.20 ft 0.00 ft at 0.00 ft (D Rev. 580001 Single Span Beam Analysis Description (e) GLB General Information Center Span Left Cantilever Right Cantilever LUniform Loads 58.50 ft ft 10.00 ft On Center Span... # 1 0.090 k/ft x 6.4•••.•.• 3 1 -1 •) Moment of Inertia Elastic Modulus Beam End Fixity 34,268.000 in4 1,700 ksi Pin -Pin On Left Cantilever... kilt On Right Cantilever... # 1 0.090 k/ft Magnitude Location Magnitude Location Magnitude Location Query Values 4.780 k Center Location Moment Shear Deflection Summary Moments... Max + @ Center Max - @ Center @ Left Cant @ Right Cant Maximum = 2.500 ft 6.960 k 42.500 ft k ft 6.960 k 10.500 ft 6.960 k 50.500 ft k ft 6.960 k 18.500 ft 7.610 k 58.500 ft k ft 0.000 ft 0.00 k -ft 0.00 k 0.00000 in 0.000 ft 0.00 k -ft 22.55 k 0.00000 in 284.09 k -ft at 26.50 ft -272.02 k -ft at 58.50 ft 0.00 k -ft -272.02 k -ft 284.09 k -ft Left Cant Shears... @ Left @ Right Maximum Deflections... @ Center @ Left Cant. @ Right Cant 6.960 k 26.500 ft 6.960 k 34.500 ft 22.55 k 29.26 k 29.26 k Right Cant 58.500 ft -272.02 k -ft -29.26 k 0.00000 in Reactions... @ Left @ Right -2.585 in at 26.78 ft 0.000 in at 0.00 ft 0.512 in at 68.50 ft 22.55 k 65.97 k - - h2 xG,(:v C) A Cp-t✓t ).Cc, sC Ct. X- 14 I 2 Igo 44;-. - 03 <iii • • Rev 550004 General Timber Beam Description (e) rafter check for replaced unit @ office General Information Code Ref 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000 Base allowables are user defined Section Name 2x14 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Full Length Uniform Loads Center DL Left Cantilever DL Right Cantilever DL 1.500 in 13.250 in Sawn 1.150 Pin -Pin Center Span 12.00 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir - Larch, No.1 & Better Fb Base Allow 1,200.0 psi Fv Allow 95.0 psi Fc Allow 390.0 psi E 1,600.0 ksi Trapezoidal Loads #1 DL @ Left DL @ Right it 18.70 #/ft LL #/ft LL #/ft LL 50.00 #/ft 50.00 #/ft LL @ Left LL @ Right 0.00 ft 0.00 ft 0.00 ft Repetitive Member 33.30 #/ft #/ft #/ft #/ft #/ft Start Loc End Loc 3.000 ft 10.000 ft Span= 12.00ft, Beam Width = 1.500in x Depth = 13.25in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb Fb 457.69 psi 1,428.30 psi 0.320 ; 1 1.7 k -ft 5.2 k -ft at 6.096 ft at 12.000 ft 1.67 k -ft -0.00 k -ft 0.00 k -ft 0.00 k -ft 5.22 fv 33.52 psi Fv 109.25 psi Maximum Shear * 1.5 Allowable Shear: @ Left @ Right Camber: @ Left @ Center @ Right Reactions... Left DL Right DL 0.27 k 0.30 k Max Max Beam Design OK 0.7 k 2.2 k 0.47 k 0.50 k 0.000 in 0.088 in 0.000 in 0.47 k 0.50 k Deflections Center Span... Dead Load Deflection -0.058 in ...Location 6.048 ft ...Length/Defl 2,465.4 Camber ( using 1.5 * D.L. Defl ) ... @ Center 0.088 in @ Left 0.000 in @ Right 0.000 in Total Load -0.092 in 6.048 ft 1,568.64 tress Calcs --,.F Bending Analysis Ck 27.615 Le Cf 0.900 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Moment 1.67 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 0.62 k 5.698 in2 109.25 psi Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Sxx 43.891 in3 CI 0.000 Sxx Req'd 14.06 in3 0.00 in3 0.00 in3 @ Right Support 0.67 k 6.099 in2 109.25 psi Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 Area 19.875 in2 Allowable fb 1,428.30 psi 1,428.30 psi 1,428.30 psi 0.47 k Bearing Length Req'd 0.808 in 0.50 k Bearing Length Req'd 0.857 in Lateral Analysis Latitude/ Longitude tinder - !Via pI uest Developer Network http:// developer. ma pquest. corn/ web/ tools/ tat -long -I ender To locate a lat/long coordinate, enter a starting address. STREET 10831 East Marginal Way S. CITY Tukwila COUNTRY STATE ZIP WA 98168 United States Clear NOTE: Drag the POI or click on the map to update marker location and latitude/longitude. Quality refers to the Geocode Quality Code. LATITUDE: 47.505623, LONGITUDE: -122.290296, QUALITY: P1AAA .V, 3 39991ST., . 5, „ 17- 3• cof15t • \qt9 s , . En,S 101stSl a S�7"J 11th 51 . t 9x . �i)'+.:. .a61 V1 U) •.i O 'int' ' ti 1y' S tAans SI Sysi: S Bond St M Copy LAT!LONG MAP SA1 ELLIT E .< Q J�n ..\'`,) .... " :l _sit, J• "' • .r 'i c , S Rya 11 : Gres Vi 51:1, Srarr.sr.S: S Leo S 111 01 S Avon ,t to ,.r.,c 's , r' .f.5 - 4> I u 4 gS, Al lentoS. $1 SI , p 9 t`. G . tt2013 MapQuest. , �Portiodsl. Tit) I Tering to ::1150,s; Southern Heights -"` 1-4 cn N • .��._.._._.. m_ Sl"CIhSt .� mapmue>rt a . S 1 16th `.; Platforms & Technologies Quick Start for Developers Quick Start for Easy Mapping Tools Licensed Data APIs Open Data APIs Popular Products Support Products JavaScript Maps API Licensing MapQuest. corn Flex Map API Developer Forums Mobile Products Geocoding API Web Service Contact Us Route Planner Directions API Web Service FAQ Gas Prices Search API Web Service Project: SIMMCO 10831 East Marginal Way S. Tukwila, WA 98168 Conterminous 48 States 2009 International Building Code Latitude = 47.505623 Longitude = -122.290296 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 1.507 (Ss, Site Class B) 1.0 0.520 (S1, Site Class B) Conterminous 48 States 2009 International Building Code Latitude = 47.505623 Longitude = -122.290296 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.507 (SMs, Site Class D) 1.0 0.780 (SM1, Site Class D) Conterminous 48 States 2009 International Building Code Latitude = 47.505623 Longitude = -122.290296 Design Spectral Response Accelerations SDs and SD1 SDs =2/3xSMs and SD1 =2/3xSM1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.005 (SDs, Site Class D) 1.0 0.520 (SD1, Site Class D) Lateral Analysis: : Model: WT.= 541 # Seismic Design: Fp = ((0.4 ap S05 )x(1 FPMAX = 1.6 SDS Ip 1Np FPMiN = 0.3 SDs Ip Wp From: + 2z/h)xWp}/(Rp/Ip) = 0.80 Wp = 462 lb. = 1.61 Wp = 0.30 Wp ap = 1.0 Sos = 1.005 Rp = 1.5 (Critical ap and Rp per ASCE 7-05 Table 13.5-1 or 13.6-1) 1p= 1.00 Wn= 575.0 lb. Mean Roof Height (h): 15.0 ft. Comp. Attachment Height (z): Ground Motion: Skits = Fa*Ss = 1.507 SM, = F„*S, = 0.780 Sps = (2/3)*SMs = 1.005 SM, = (2/3)*SM, = 0.520 Mech Unit: W = 44.880 in. D = 82.190 in. (D>W) H = 32.550 in. Weight = 575.00 lb.( Unit Weight + Misc) 0.7 Fp = 324 lb. Check Overturning : T1 = Cl = 0.7Fp* (H/2) / 82" = T2 = C2 = 0.7Fp* (H/2) / 44.5" = Res = (0.6-0.2SDsx0.7)x(Wp/2) = ('2009 IBC' Equation 16-15) Wind Design: Exposure 'C', 85 mph, 20ft (Max. Height) Pnet = Os) (K5) (Cnet) (lw) (K51) = 16.48 psf qs = K5 = Cnet = Iw = KZt = 15.0 ft. 64 lb.---> No Uplift 118 lb.---> No Uplift 132 lb. : IBC 2009: Equation (16-34) 18.50 : Wind Stagnation Pressure at Standard Height of 33 Feet: Table 1609.6.2(1) 0.90 : Velocity Presure Exposure Coefficient per ASCE 7 Section 6.5.6.6 0.99 : Net -pressure Coefficient, in accordance with Table 1609.6.2(2) 1.00 : Importance Factor 1.00 : Topographic Factor Assumed From = (Wind Load)x(D)x(H) = 306 lb. Check Overturning : T1 = C1 = [Wind Load*W*H*(H/2)/ 82" = T2 = C2 = [Wind Load*D*H*(H/2)/ 44.5" _ Res = 0.6x(Unit Weight /2) = ('2009 IBC' Equation 16-14) 33 lb.---> No Uplift 112 lb.---> No Uplift 173 lb. j4x 2J wi,tir-4ctr4 W /106K. -c o7 < 641": LM (50 '3 WN --#510 ?CO ANT - d Lateral Analysis: : Model: WT. = 970 1/ Seismic Design: FP = {(0.4 aP Sps )x(1 + 2z/h)xWp}/(Rp/Ip) _ FP Max = 1.6 Sas l Wp = 1.61 Wp FPMIN = 0.3 Sps Ip Wp = 0.30 Wp 0.80 Wp From: aP = 1.0 Sps = 1.005. RP = (Critical ap and Rp per ASCE 7-05 Table 13.5-1 or 13.6-1) l,= 1.00 W,= 1200.0 lb. Mean Roof Height (h): 30.0 ft. Comp. Attachment Height (z): Ground Motion: Skis = Fa*Ss = 1.507 SM1 = F„*S1 = 0.780 Sps = (2/3)*SMs = 1.005 SM1 = (2/3)*SM1 = 0.520 Mech Unit: W = 42.000 in. D = 126.000 in. (D>W) H = 28.000 in. Weight = 1200.00 lb.( Unit Weight + Misc) 0.7 Fp = 675 lb. Check Overturning : T1 = Cl = 0.7Fp* (H/2 + 26") / 82" = T2 = C2 = 0.7Fp* (H/2 + 26") / 41" = Res = (0.6-0.2SDsx0.7)x(Wp/2) = ('2009 IBC' Equation 16-15) Wind Design: Exposure 'C', 85 mph, 35ft (Max. Height) Pnel = (qs) (Kz) (Cnet) (1w) (Kzt) cis = KZ = Cnet -' Iw = Kzt = 329 lb.---> Uplift 659 lb.---> Uplift 276 lb. 964 1.5 30.0 lb. ft. 16.48 psf : IBC 2009: Equation (16-34) 18.50 : Wind Stagnation Pressure at Standard Height of 33 Feet: Table 1609.6.2(' 0.90 : Velocity Presure Exposure Coefficient per ASCE 7 Section 6.5.6.6 0.99 : Net -pressure Coefficient, in accordance with Table 1609.6.2(2) 1.00 : Importance Factor 1.00 : Topographic Factor Assumed FTota, = (Wind Load)x(D)x(H) = 404 lb. Check Overturning : T1 = Cl = [Wind Load*W*H*(H/2 + 26")/ 82" = 66 lb.---> No Uplift T2 = C2 = [Wind Load*D*H*(H/2 + 26")/ 41" = 394 lb.---> Uplift ._tf`�l }ra, ( Res = 0.6x(Unit Weight /2) = �yiz� 360 lb. cl j ('2009 IBC' Equation 16-14) 4 .>4.9-t Al, () I V --X a 1 6,,k J / p Misc. Genuine EEnthridg Model S950 Blow-ThruP Space Heater Roof Top Configuration ' — 39 115' 72" PROJECT: None LOCATION: Seattle, WA DATE: 05/07/13 QUOTE #: Q -16771-w NOTES: - All mounting hardware by others - Heater width = 42" - Recommended roof opening: 16Y:" L x 43W W - 15' - 25 AFF recommended discharge height ► I 15118' RAINHOOQ 25' ..-1T STANDS 113 +- MOUNTING RAIL 12" vv Gas Information upply, ax Pressure, Inlet Siz Natural Gas • Cambridge Engineering stainless steel burner • High pressure regulator not required • EDSM Gas Controls -Tamper Proof • Space temperature dial in remote control station • Intermittent/continuous operating controls Unit Specifications DIRECTIONAL ELBOWS Electric Information DOWNTURN MOUNTING CURB —58" DISCHARGE DUCT • Integral non-fused disconnect switch • Premium efficiency ODP motor with adjustable sheaves • Integral motor starter with thermal overloads • Remote control station including: - Electronic setback thermostat - Manual make-up air switch • Includes allowance for 0.100"WC external static pressure by others • Gray polyester powder coat finish • Two position motorized discharge damper • Full 2 year parts warranty / 5 year burner warranty WARNING DO NOT ATTEMPTTO SUBSTITUTE any other heater for a Genuine Camb,idge Blow-ThruS Space Healer. The technologies ate different. Ability to heal the building will be jeopardized and energy cost will 'name se. Eambrid Equipment Description Direct gas-fired Blow -Thrums Space Heater CSA certified to meet ANSI Z83,4/CSA3.7 at 160° Maximum Temperature Rise/Discharge Unit Confguratioi PROJECT: None LOCATION: Seattle, WA DATE: 05/07/13 QUOTE #: Q -16771-w Ratings heating Capacityf, utpu: ' Includes allowance for 0.100"WC external static pressure by others Standard Features • Gas valve leak test switches • Entering air thermostat / Low temperature cutout • Service convenience switches • Gray polyester powder coat finish • Closed cell Y" thick rubber insulation in unit base • Full 2 year parts warranty / 5 year burner warranty Gas Information Natural Gas ax:Pressure 7"wc • Cambridge Engineering stainless steel burner • High pressure regulator not required • EDSM Gas Controls - Tamper Proof • Space temperature dial in remote control station • Intermittent/continuous operating controls WARNING DO NOT ATTEMPT TO SUBSTITUTE any other heater for a Genuine Cambridge Blow•Thrua Space Healer. Tho technologies arc different. Ability to heat the building will be jeopardized and energy cants will Increase. Selected Options • Rainhood with integral inlet bird screen • Two position motorized discharge damper • 50" insulated discharge duct • Insulated downturn with turning vanes • Directional elbows - Quantity 2 short / 1 long • 12" mounting curb with counterfiashing • 12" mounting rail • 12" adjustable mounting stands Electric Information Integral non-fused disconnect switch • Premium efficiency ODP motor with adjustable sheaves • Integral motor starter with thermal overloads • Remote control station including: - Electronic setback thermostat - Manual make-up air switch I Unit Weights and Dimensions Thru Walt Mounting Package Roof Top Mounting Package 12 OR 24 (SPECIFY) 38 OR 50 (SPECIFY) Under Roof Mounting Package Mounting - P.cka•os Series Thru Wall Roof Top Under Roof 5400/800 5950/1200/1600 51850/2200/3200 51200/1600 S1850 52200/3200 400/800 evight:: -- -- - - . -; - • --:- _ Din -lens- • . ,.0 ' • F . 6 - • - _ a --: Litil25V 13 42 1111114111#111.11111111111111111111Mill Magi all ')7 40111111111EMIIIIIIIIIIMI 80 liVallallita 36 11E111111111=111111111111111111MINI 603 1511111.1161111111111111111121 MIMI 4? 11111MLFI 396 39V 111111111 42 imuilla Iiii1111111111111111111 40V 39 39V 1/1111 42 mai N 1/111111RiF 363/ 121/111111 443/ 112111111111111111111111 I 47 24 363/ =Ell443/ 1111111111111111111111/N1 113111111111111111111111 26IMMIES111 60 60 ilimm4; 1/ 11111111111111111 30V 391/ Ell 394 LIM 76V 654 unii. ea 47 ISE 40 Ell 38/ 111111111111 90 804 IIIIIIII 550 800 1500 600 900 900 1650 60 80 1650 80 750 950/1200/1600 S1850/2200/3200 1150 60 391/ 1900 80 181 Cambridge Engineering, inc. 3 o on c •� lo 0 O. 0 on C 1 o� 0 c Standard Mounting Packages Thru Wall (TW) Mounting MDD RH-TW i ISR (opt.) ;j UNIT DT TA AY ATA Roof Top (RT) Mounting UNIT MOD Under Roof Mounting DD -50 140 Thru Wall (TW) Mounting Package Roof Top (RT) Mounting Package Under Roof Mounting Package SECTION 2504 Allowable Unit Stresses (Continued) UNIFORM BUILDING CODE 2. When the duration of the full maximum load does not exceed the period indicated below, the allowable unit stresses shall be increased in the tables as follows: 15 per cent for two months duration, as for snow 25 per cent for seven days duration 331/2 per cent for wind or earthquake 100 per cent for impact 3. Allowable plywood stresses given in Table No. 25-C need not be reduced for permanent loading. If design is on a normal loading basis, all unit stresses for plywood except mod- ulus of elasticity may be increased 10 per cent. Allowable unit stresses given in the tables for normal load- ing conditions may be used without regard to impact if the stress induced by impact does not exceed the allowable unit stress for normal loading. The above increases are not cumulative. For combined durations of loading, the resulting structural members shall not be smaller than required for a longer duration of loading. (f) Horizontal Shear Adjustment. The unit stress in hori- zontal shear in members of rectangular section stressed in flexure shall be computed by use of the following formula: 3R H= 2bh WHERE: R = reaction, pounds, under the following conditions: (1) Distribution of load to adjacent beams through flooring or other members shall be considered. (2) All loads uniform or concentrated, within a distance of the height of the beam from the nearest support, shall be neglected. (3) All concentrated loads located at a distance from the support of one to three times the height of the beam shall be considered as placed at throe times the height of the beam from the support. (g) Adjustments of Allowable Unit Stresses for Joint De- tails. 1. Compression. In joists supported on a ribbon or 'ledger board and spiked to the studding, the allowable stress in compression perpendicular to grain may be increased 50 per cent. Allowable unit stresses in compression perpendicular to grain as set forth in Tables No. 25-A and No. 25-B shall be in- creased in accordance with the following factors for bearing less than six inches (6") in length and located three inches (3") or more from the end of a timber. Length of bearing (inches) % 1 1/ 2 3 4 6 or more Factor 1.75 1.38 1.2.5 1.19 1.13 1.10 1.00 194 1967 EDITION SECTIONS 2501.-2505 For stress under washers or small plates the same factor may be taken as for a bearing, the length of which equals the diameter of the washer. 2. Shear. Allowable unit stresses in shear for joint details shall be 150 per cent of the horizontal shear values as set forth in Tables No. 25-A, No. 25-B, No. 25-D, No. 25-E, No. 25-F, No. 25-C and No. 25-H. In computing the horizontal shear in eccentric joints the effective depth of the member shall be assumed as its actual depth less the distance from the unloaded edge to the nearest edge of the nearest connector. Where bolts alone are used, the distance from the unloaded edge to the center of the nearest bolt shall be subtracted. (h) Holes and Notches. Girders, beams, or joists may be notched or bored in any part of the section within three times the beam depth from either support. Such notches or holes shall not exceed one-fifth of the depth of beam except at point of support and as hereinafter provided. Where girders, beams, or joists are notched at points of support, they shall meet design requirements for net section in bending and in shear. The shear at such point shall not exceed the value calculated by the following formula: 2 bd'H V= 3 h WHERE: d = actual depth of beam at the notch. h = total depth of beam. Where notches or holes are made in other portions of the beam, the net remaining depth of beam shall be used in de- termining the bending strength. (i) Compression on Inclined Surfaces. The unit stress (compression) normal to a plane inclined to the fiber of a wood member shall not exceed that determined from the formula: N= cq Allowable Unit Stresses (Continued) C sine q cos=B Sec. 2505. (a) General. Columns, posts, struts, and other Columns members in compression parallel to grain shall be designed ucturally as provided in this Section. i .) Solid Columns. Simple solid wood columns consist of single piece of sawn lumber or structurally glued -laminated -safe load in pounds per square inch of net cross -sec - 1 -area, for simple columns or other solid members stressed 195 *PO 2511-2513 Wood Diaphragms (Continued) Design of Glued Built-up Members Design of Glued -Laminated Lumber UNIFORM BUILDING CODE limited to a maximum spacing of sixteen inches (16") on cen- ter for vertical diaphragms. In general, panel edges shall bear on the framing members and butt along their center lines. Nails shall be placed not less than three-eighths inch (%") in from the panel edge, not more than twelve inches (12") apart along intermediate supports and six inches (6") ;Jong panel edge -bearings, and shall be firmly driven into the framing members. No unblocked panels less than twelve inches (12") wide shall be used. Sec. 2512. Plywood components shall be designed, fabri- cated and identified in accordance with U.B.C. Standard No. 25-18-67. Sec. 2513. (a) Design and Allowable Unit Stresses. 1. General. Clued -laminated and glued built-up structural mem- bers shall be designed by the applicable engineering formulas used for sawn members, and as otherwise provided without exceeding the allowable unit stresses specified in Section 2504 as modified in this Section. 2. Curvature factor. For the curved portion of members, the allowable stress in bending shall be modified by multi- plication by the following curvature factor: t y 1 — 2000 ( — R WHERE: t = thickness of lamination in inches, R = radius of curvature of a lamination in inches,\ and"t/R" shall not exceed 1/125 for softwoods and 1/100 for hardwoods. No curvature factor shall be applied to stress in the straight portion of an assembly regardless of curvature elsewhere. 3. Radial tension or compression. The radial stress in- duced by a bending moment in a curved rectangular member shall be limited to the allowable stress "SR" when computed by the equation SR = 3M 2R bh WHERE: M = bending moment in inch pounds. R = radius of curvature at center line of member in inches. When "M" is in the direction tending to decrease curvature (increase the radius), the stress is in tension and shall be limited to an allowable stress equal to one-third the allowable stress in shear. 210 1967 EDITION When "M" is in the direction tending to increase curvature (decrease radius), the stress is in compression and shall be limited to the allowable stress in compression perpendicular to grain. 4. Reduction for depth. The allowable unit flexural stresses in rectangular shaped beams over twelve inches (12") in depth shall not exceed the value established by multiplying such stress by the depth factor as determined in the following formula: Fd = .81 H2 + 143 H2 + 88 WHERE: H = Depth of beam, in inches. F� = Depth factor. 5. Form factors. The allowable unit flexural stresses in nonprismatic members shall not exceed the value established by multiplying such stress by the form factor determined as follows: BEAM SECTION FORM FACTOR (F!) Circular 1.180 Square (with diagonal vertical) 1.414 Lumber I and Box Beams 0.81 + S .81) WHERE: Ft =- F d Fd = Depth factor determined in accordance with Sec- tion 2513 (a) 4. S = Support factor = P2 (6 — 8P + 3P2) (1— q) -1- q. P = Ratio of depth of compression flange to full depth of beam. q = Ratio of thickness of web or webs to the full width of beam. 6. Tapered faces. No taper shall be permitted on the ten-. sion side of any simple beam. For other members subject to bending, the slope of tapered faces, measured from the tangent to the lamination of the sec- tion under consideration, shall be not steeper than 1:24 on the tension side. EXCEPTIONS: 1. This requirement shall not apply to arches. 2. Taper may be steeper at sections increased in size beyond design requirements for architectural projections. 7. Width. Allowable stresses for the various combinations are based on standard finished widths at the time of grading. Where beam widths are further reduced in finishing such re- duction shall be considered in determination of allowable stresses. Form factor. SECTION 2513 Design of Glued -Laminated Lumber (Continued) 211 8/4/2014 City of Tukwila Department of Community Development DANNY J DALLUM 835 N CENTRAL AV, STE 134 KENT WA, 98032 RE: Permit No. M13-186 SIMMCO 10831 EAST MARGINAL WY S Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 9/9/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 9/9/2014, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, 7D,M) Bill Rambo Permit Technician File No: M13-186 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 July 1, 2014 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Danny Dallum ACCO Engineered Systems 835 N Central Ave, Ste 132 Kent, WA 98032-3099 RE: Request for Extension Permit Number M13-186 & PG13-0164 Seattle Industrial Motor & Machine (SIMMCO) Dear Mr. Dallum, This letter is in response to your written request for an extension to Permits M13-186 and PG13-0164. The Building Official has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting a ten week extension to the permits, through September 9, 2014. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, File: Permit No. M13-186 & PG13-0164 W:\Permit CenteAAExtension Letters\Permits\2013%113-186 Permit Extension.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 RECE `V E° June 11, 2014 JUN 13 2014 Jennifer Marshall o�vfc� Permit Technician, City of Tukwila 6300 Southcenter Boulevard Suite #100 Tukwila WA 98188 RE: Permit No. M13-186 SIMMCO 10831 E Marginal Wy S Ms. Marshall, engineered systems 253 / 854-8444 Voice 253 / 854-8220 Fax 835 N. Central Avenue Suite 132 Kent, Washington 98032-3099 The building owners have not completed the installation of the new fire alarm system. This has caused a delay for our final inspection. We expect to have the work completed within eight (8) weeks. We ask that you allow an extension for permit No. M13-186. Thank you, Danny Dallum Project Manager ACCO Engineered Systems �ebrogOur Platinum Annive� 2OYears ry In the Pacific Northwest ktt D -*A19 lI'-i ([o wit) Established 1934 License 4ACCOESI9710U 6/2/2014 City of Tukwila Department of Community Development DANNY J DALLUM 835 N CENTRAL AV, STE 134 KENT WA, 98032 RE: Permit No. M13-186 SEATTLE INDUSTRIAL MOTOR & MAC 10831 EAST MARGINAL WY S Dear Permit Holder: Jim Haggerton, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 7/1/2014. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection., Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 7/1/2014, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sin erely, fer Marshall t Technician M13-186 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 �qs �z CityofTukwila / 2 r Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 18, 2013 Danny Dallum ACCO Engineered Systems Inc. 835 N Central Av, Suite 134 Kent, WA 98032 RE: Correction Letter #1 Mechanical Permit Application Number M13-186 Seattle Industrial Motor & Machine —10831 East Marginal Wy S Dear Mr. Dallum, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire Department has no comments. Building Department: Allen Johannessen at 206 433-7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File No. M13-186 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: October 15, 2013 Project Name: Seattle Industrial Motor & Machine Permit #: M13-186 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. 1. Energy Code Notes on the cover sheet refer to International Energy Code Council codes (IECC). Washington State has not adopted those codes. Revise code notes and references throughout the plans and documents as necessary to show compliance with current 2012 Washington State Energy Codes (2012 WSEC). Washington State Energy codes are available on line at NEEC website. 2. Engineers Structural Calculations beam check tables refer to outdated codes 2000/2003. In addition the last pages 6 & 7 provided are from the outdated UBC codes. In addition, sheet #2 of Lateral Analysis, refer to 2009 IBC. As of July 1 2013 Tukwila has adopted 2012 International Building and Washington State Energy codes. New permit applications after that date shall comply with new 2012 codes. Please provide updated codes sheets and revised beam check sheets that show compliance with current 2012 IBC building codes. Otherwise provide an explanation as to how these tables shall comply with current codes and why UBC sheets were provided in lieu of current IBC code sheets. Should there be questions concerning the above requirements, contact the Building Division at 206-431-3670. No further comments at this time. PERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: M13-186 DATE: 11-06-13 PROJECT NAME: SEATTLE INDUSTRIAL MOTOR & MACHINE SITE ADDRESS: 10831 EAST MARGINAL WY S XResponse to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 1� � . ! TTI 11 ff �I Ww l Building Division Public Works ❑ Fire Prevention Structural n Planning Division Permit Coordinator U DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11-07-13 Complete IXI Incomplete Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required CI REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12-05-13 Approved n Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 •PERMIT COORD COPY it PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: M13-186 DATE: 10/04/13 PROJECT NAME: SEATTLE INDUSTRIAL MOTOR & MACH SITE ADDRESS: 10831 EAST MARGINAL WY S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: etev\\ta Ain/ Wei- E-w—t Building Division Fire Prevention 111 Public Works Structural Planning Division ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 171, Incomplete DUE DATE: 10/08/13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg 0 Fire ❑ Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: Structural Review Required n No further Review Required ❑ APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: DUE DATE: 11/05/13 Approved with Conditions ❑ Not Approved (attach comments) DATE: Permit Center Use Only � � �� �` CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping 0 PW 0 Staff Initials: • • • 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: hltp://www.ci.iukwila.Wa.us REVISION SUBMITTAL Revision submittals must he submitted in person at the Permit Center. Revisions will not be accepted through the Ionil, fax, etc. Date: Plan Check/Permit Number: M13-186 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1. ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans -Examiner Project Name: Seattle Industrial Motor & Machine Project Address: 10831 East Marginal Wy S Contact Person: • UsJ Phone Number: 206"19? g57q Summary of Revision: Re,oric ` C cA\ct ro ecteAr1 ,A'k (.201z Galt Tom, 2.ewrk imrcrAza vbtrs t rt gee (2orz uJ5b�-) RECEIVED Sheet Number(s): M O1- "Cloud" or highlight all areas of revision including date of revision A PERMIT CENTER CfTY OF TUK` ILA WI.0 6 2013 Received at the City of Tukwila Permit Center by: • — Entered in Permits Plus on \applications\lorms-applications on linelrevisiom submittal Created: 8-13-21104 Revised: Contractors or Tradespeople Pier Friendly Page • General/Specialty Contractor A business registered as a construction contractor with LEI 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 ACCO ENGINEERED SYSTEMS INC UBI No. 601003669 Phone 2538548444 Status Active Address 6265 San Fernando Rd License No. ACCOESI971DU Suite/Apt. License Type Construction Contractor City Glendale Effective Date 3/31/2003 State CA Expiration Date 10/17/2015 Zip 91201 Suspend Date County Out Of State Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company ther Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status AIRCOCI131KQCONDITIONINGContractor AIR COMPANY INC Construction Air Conditioning Plumbing 5/18/1987 10/2/2003 Archived AIRCOI'221JL AIR CONDITIONING COMPANY INC Construction Contractor Air Conditioning Boiler/Steam Fit/Prot Piping 4/13/1978 4/13/1981 Archived Business Owner Information Name Role Effective Date Expiration Date AVERSANO, JOHN PAUL President 03/17/2003 KESSLER, ROBERTA A Secretary 03/31/2003 PETERSEN, JOHN GORDON Treasurer 10/17/2011 HANSEN, JOHN WALTER Vice President 10/17/2011 NARBONNE, PETER HENRY Vice President 01/22/2004 BROWN, ROBERT A Treasurer 03/31/2003 10/17/2011 KRASSENSKY, RONALD Vice President 01/22/2004 10/17/2011 HAMMOND, ROBERT T Vice President 01/22/2004 10/17/2011 MARRS, JEFFREY R Vice President 01/22/2004 10/17/2011 VLICK, ROBERT P Vice President 03/31/2003 10/17/2011 RICHTER, CHARLES K Vice President 01/22/2004 10/17/2011 WESTPHAL, KENNETH B Vice President 01/22/2004 10/17/2011 YATES, RICHARD D Vice President 01/22/2004 10/17/2011 GOODMAN, MILTON L Vice President 01/22/2004 10/17/2011 SMITH, STEVEN J Vice President 01/22/2004 10/17/2011 LUDOLPH, DOUGLAS E Vice President 11/06/2006 10/17/2011 BOYSEN, THOMAS C Secretary 01/22/2004 11/06/2006 MCNAMARA, WILLIAM B Vice President 03/31/2003 09/01/2004 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 4 FIDELITY E DEPOSIT CO OF MD 08030409 10/01/2001 Until Cancelled $12,000.00 10/02/2001 Assignment of Savings Information No records found for the previous 6 year period Insurance Information IlnsurancelCompany NamelPolicy NumberlEffective DatelExpiration DatelCancel Datelimpaired Datel Amount 'Received Datel httos://fortress.wa. s?ov/lni/bbip/Print. aspx 11/19/2013 GENERAL NOTES 1) COMPLETE INSTALLATION OF THE MECHANICAL SYSTEM SHALL. BE PER THE MOST CURRENT BUILDING. MECHANICAL. ENERGY. PLUMBING,FIRE AND HEALTH CODES AND REGULATIONS AS ADOPTED BY THE LOCAL JURISDICTIONS. 2) AU. AIR-CONDITIONING UNITS WITHOUT INTERNAL TRAP SHALL HAVE A P -TRAP FOR THE CONDENSATE PATI WiTH PLUG TEES FOR CLEANING AND CONDENSATE PIPES SHALL BE DISCHARGED TO EXISTING CONDENSATE WASTE PIPING. VERIFY SIZE AND LOCATION AT SITE. 3) MECHANICAL CONTRACTOR SHALL COORDINATE DIFFUSER LOCATIONS AND DUCT ROUTING CLEARANCES WiTH THE STRUCTURAL, REFLECTED CEIUNG AND LIGHTING PLANS. 4) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WiTH THE EQUIPMENT TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 5) ALL FIRE RATED STRUCTURE SHALL BE FiRE TAMPERED. VERIFY WITH THE ARCHITECTURAL AND INSTALL PER THE LOCAL JURISDICTIONS. 6) AU. AIR DISTRIBUTION OUTLETS SHALL HAVE VOLUME CONTROL DEVICES. 7) AU. VOLUME DAMPERS IN NON -ACCESSIBLE CEILINGS SHALL HAVE A CONTROL ARM EXTENDED TO AN ACCESSIBLE LOCATION ('YOUNG` REGULATIONS OR ROTO -TAI EXACT LOCATION OF CONTROL DEVICES VISIBLE IN FINISHED SPACES SHALL BE COORDINATED WiTH THE ARCHITECT. 8) AU. 90 DEGREE TRUNK DUCT ELBOWS. SHALL BE SMOOTH -ROUND OR SQUARE WiTH TURNING VANES. 9) MECHANICAL CONTRACTOR SHALL LOCATE AND COORDINATE EXACT LOCATION OF PIPING AND DUCTWORK AND PENETRATIONS WITH THE STRUCTURE. 10) MAXIMUM LENGTH OF FLEXIBLE DUCTS SHALL BE 6' OR AS SHOWN ON DRAWINGS. 11) AU. DUCTWORK. EQUIPMENT AND PIPING SHALL 8E SEISMICALLY SUPPORTED PER SMACNA AND LOCAL REGULATIONS. 12) AU. NR FILTERS SHALL HAVE EFFICIENCY BASED ON THE ASHRAE STANDARD 52-76 (ATMOSPHERIC DUST SPOT). 13) ALL MECHANICAL EQUIPMENT SHALL CONFORM TO SMACNA AND LOCAL REGULATIONS FOR SEISMIC RESTRAINT (INCLUDING PIPING AND DUCTWORK). 14) ALL EQUIPMENT AND. ACCESSORIES IN CONCEALED SPACES REQUIRING ACCESS SHALL HAVE ACCESS DOORS. 15) TOTAL SYSTEM SHALL BE WARRANTED FOR ONE YEAR; STARTING FROM THE TIME OF OWNER/ENGINEER'S FINN. ACCEPTANCE. 16) - HVAC NOTES: A) PROVIDE FLEXIBLE CONNECTION IN AU. DUCTS CONNECTING TO AR MOVING EQUIPMENT AS CLOSE TO FAN AS POSSIBLE. FLEXIBLE CONNECTION SHALL CONSIST OF 6''OR MORE OF AIR TiGHT, FIREPROOF FLEXIBLE NEOPRENE COATED WOVEN FIBROUS CLASS MATERIAL VENT FABRICS, INC. B) ALL DUCTWORK SHALL BE SHEET METAL. SOUND LINE RECTANGULAR SUPPLY AND RETURN DUCTS WITHIN 10 FEET FROM NE UNIT OPENINGS. C) ALL SUPPLY AND RETURN FLEXIBLE DUCTS SHALL BE CONSTRUCTED OF DOUBLE LAMINATION OF POLYESTER ENCAPSULATED STEEL WIRE HELIX FOR INNER CORE HIGH DENSITY FIBERGLASS INSULATION AND GRAY POLYESTER FILM WiTH SPIRAL REINFORCEMENTS EQUAL TO "ATCO-70 SERIES' (IAN. POS. PRESS. 6' W.C., NEC. PRESS - 0.75' W.C.). D) PROVIDE LOCKABLE VOLUME DAMPERS IN AU. AIR DISTRIBUTION OUTLETS. E) DUCT HANGERS, SUPPORTS AND METHODS OF INSTALLATION SHALL CONFORM TO ASHRAE AND SMACNI RECOMMENDATIONS. F) DUCT SIZES SHOWN ON PLANS INDICATE INSIDE FREE AREA. 0) ALL DUCTWORK SHALL BE CLASS 1 NR DUCT AS APPROVED BY U.L-181. H) DUCTS - SHEET META. DUCTS SHALL BE INSULATED WITH THE INSULATION AND THICKNESSES AS SHOWN HEREIN (REDUCE THE INSULATION THICKNESS BY THERMAL VALUE OF SOUND DING). 1. SUPPLY AIR DUCTS IN HEATED SPACE; NO INSULATION REQUIRED IF SOUNDUNED, OTHERWISE 1` THICK K - 0.23 0 75 DEGREES F. 2. SUPPLY AIR DUCTS IN NON -HEATED SPACE; APPROXIMATELY 3'. THICK K -O.23 0 75 DEGREES F.. TO PROVIDE A MINIMUM THERMAL RESISTANCE VALUE OF MINIMUM R-11. 3. SUPPLY MR DUCTS OUTSIDE OF BUILDING SAME AS CONDITIONED SPACE EXCEPT WiTH WEATHERPROOF BARRIER. 4. RETURN NR DUCTS; SHALL HAVE SAME INSULATION AS THE SUPPLY AR DUCTS. 5. EXHAUST AIR DUCTS; NO INSULATION REQUIRED. 6. INDOOR DUCTS HANDLING OUTSIDE NR SHALL HAVE FIBERGLASS BLANKET WiTH VAPOR BARRIER JACKET ASJ, 1' THICK, K - 0.23 0 75 DEGREES. F. (ALL DUCTWORK FOR THE BUILDING SUPPLY FAN AND OUTSIDE AR INTAKES TO INOMOU AL HEAT PUMPS). 17) DUCTWORK AU. DUCT SIZES SHOWN ON PLANS INDICATED INSIDE FREE AREA. AU. DUCTWORK SHALL BE CLASS 1 AR DUCT AS APPROVED BY U.L.-181. A. INSTALL ALL DUCTWORK IN COMPLETE CONFORMANCE WITH RECOMMENDED CONSTRUCTiON . STANDARDS FOR RECTANGULAR AND ROUND SHEET METAL AND FLEXIBLE DUCTS iN ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS. AND AU. OTHER AUiHORTIES HAVING JURISDICTION. MINIMUM SHEET METAL THICKNESS SHALL BE 26 GA. B. ALL DUCT JOINTS LONGITUDINAL AND TRANSVERSE ARE TO BE SEALED USING 181A OR 1818 LISTED TAPES AND MASTICS. MECHANICAL FASTENERS MUST BE USED TO FASTEN DUCTS. C. STRAP HANGERS SHALL NOT BE LESS THAN 1' BY 1/8• THICK ON SIX (6) FOOT CENTERS AND ATTACHED TO SIDE OF DUCT WITH SHEET METAL SCREWS. INSULATED FLOOBLE DUCT MAY BE USED FOR LOW PRESSURE RUN OUTS TO INDMDUAL DIFFUSERS IN LENGTHS NOT TO EXCEED FIVE (5) FEET FOR EACH DIFFUSER. SEAL ALL SHEET METAL SCREW PENETRATIONS. D. ALL RECTANGULAR AND ROUND SUPPLY DUCTWORK SHALL. BE EXTERNALLY INSULATED WITH A MINIMUM THICKNESS THAT CONFORMS TO THE STANDARD OF THE LOCAL CODE AND SHALL AND SHALL HAVE A CONTINUOUS VAPOR BARRIER JACKET W/Al JOINTS TAPED AND SEALED. FRESH AIR DUCT SHALL HAVE 2' INTERNAL DUCT LINER FROM POINT OF OUTSIDE AIR CONNECTION TO POINT OF CONNECTION AT PLENUM BOX OR MIXING BOX. AU. EXPOSED SPIRAL DUCT SHALL HAVE INTERNAL DUCT.UNER. E. ALL INSULATION, JOINING MATERIALS, SEALER. ETC.. SHALL HAVE A U.L. FLAME SPREAD CLASSIFICATION OF NO MORE THAN 25 AND A SMOKE DEVELOPMENT RATING NOT MORE THAN 50. 17) THE CONTRACTOR SHALL NOT OPERATE THE EQUIPMENT FOR TEMPORARY HEATING OR VENTILATION DURING THE CONSTRUCTION. (ALL EQUIPMENT SHALL RUN FOR TESTING AND BALANCING PURPOSES ONLY). NOTIFY THE ENGINEER 46 HOURS (MINIMUM) IN ADVANCE TO ARRANGE A FINAL FIELD INSPECTION PRIOR TO COVERING UP THE CENUNG. 18) EACH FAN UNIT OVER 2000 CFM SHALL HAVE A DUCT/SMOKE DETECTOR PER 2012 IMC 606 IN RETURN DUCTS AS REQUIRED BY THE JURISDICTIONS. UNiT SHALL SHUT DOWN UPON SMOKE DETECTION (COORDINATE WITH FLARE ALARM CONSULTANT/CONTRACTOR PRIOR TO BIDDING/ CONSTRUCTION). 19) CONTRACTOR IS TO BRING UP THE DISCREPANCIES MID RENS WHICH ARE NOT SPECIRCALY CALLED FOR OR SHOWN OUT ARE REQUIRED FOR A COMPLETE MECHANICAL. SYSTEM AND AFFECT HIS CONTRACT PRIOR TO ENTERING AND SIGNING THE CONTRACT; AFTER AWARDING THE CONTRACT ALL SUCH ITEMS REQUIRED FOR A COMPLETE SYSTEM READY FOR THE OWNER'S BENEFICIAL USE SHALL BE FURNISHED AND INSTALS) INCLUDING ALL SUCH DISCREPANCY ITEMS MENTIONED ABOVE. AT NO ADDITIONAL COST TO THE OWNER AND PER LOCA. CODES. MANUFACTURER'S RECOMMENDATIONS AND APPLICABLE STANDARDS WITH THE ARCHITECT/ENGINEER'S APPROVAL. 20) AU. EQUIPMENT SUPPLIED FOR THESE SPECIFICATIONS SHALL BE FREE FROM DEFECTS IN MATERIAL. WORKMANSHIP. AND 'DILE. AND SNAIL BE OF THE KIND AND QUALITY DESCRIBED HEREIN. IF iT APPEARS WITHIN ONE YEAR FROM DATE OF FINAL ACCEPTANCE THAT EQUIPMENT DOES NOT MEET THE WARRANTIES ABOVE. THE CONTRACTOR SHALL IMMEDIATELY CORRECT ANY DEFECT AND SHALL RESTORE THE SYSTEM TO THE ORIGINAL SATISFACTORY CONDITIONS AT HIS EXPENSE. THE FOREGOING WARRANTY IS EXCIUSNE AND IN LIEU OF OTHER WARRANTIES, WHETHER WRITTEN, ORAL. IMPLIED OR STATUTORY. NO WARRANTY OF MERCHANT ABILITY OF FITNESS FOR PURPOSE SHALL APPLY. (THE WARRANTY SHALL START FROM THE TIME OF ARCHRECT/ENGINEER'S FINN. ACCEPTANCE.) 21) ENTRE INSTALLATION OF ALL EQUIPMENT. CONTROL. PIPNG,DUCTWORK AND RELATED ACCESSORIES SHALL BE PER BASIC OWNERS' STANDARDS. MECHANICAL CONTRACTOR IS TO FAMILIARIZE HIVSEs WiTH' THESE STANDARDS. 22) MECHANICAL. CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE ROWING AND INSTALLATION FEASIBILITY OF ALL EQUIPMENT. PIPING AND DUCTWORK PRIOR TO SUBMITTING HIS BD ANO iNCWOE N HIS BID ADDITIONAL PIPING, DUCTWORK, FITTINGS, OFFSETS, ETC. WHICH MIGHT BE REQUIRED FOR A COMPLETE SYSTEM READY FOR OWNER'S BENEFICIAL: USE. 23) COORDINATE THE CONSTRUCTION SCHEDULE WITH THE ARCHITECT AND PERFORM AU. REQUIRED WORK IN STRICT ACCORDANCE WITH THE OWNER'S SCHEDULE. 24) MECHANICAL CONTRACTOR SHALL PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND CERTIFICATES REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. 25) ADJUST AUL EQUIPMENT AND PERFORM A COMPLETE AIR -BALANCING AND IN OPERATION AND SUBMIT MINIMUM 4 COPIES OF BALANCING GENERAL SPECIFICATIONS A. IT IS THE INTENT OF THESE SPECIFICATIONS TO PROVIDE A MECHANICAL SYSTEM COMPLETE FULLY ADJUSTED, AND READY TO USE. B. INSPECTION: PRIOR TO ALL WORK OF THIS DOCUMENT. CAREFULLY INSPECT THE INSTALLED WORK OF ALL OTHER TRADES AND VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. VERITY THAT THE WORK MAY BE COMPLETED IN STRICT ACCORDANCE WiTH ALL PERTINENT CODES AND REGULATIONS, THE APPROVED SHOP DRAWINGS, AND THE MANUFACTURERS' RECOMMENDATIONS. C. DISCREPANCIES:. IN THE EVENT Of DISCREPANCY, IMMEDIATELY NOTIFY THE ARCHITECT/ENGINEER. DO NOT PROCEED IN AREAS OF DISCREPANCY UNTiL ALL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. INSPECTION: CHECK EACH PIECE OF EQUIPMENT IN THE SYSTEM FOR DEFECTS, VERIFYING THAT ALL PARTS ARE PROPERLY FURNISHED AND NSTALED, THAT AU. ITEMS FUNCTION PROPERLY. AND THAT ALL ADJUSTMENTS HAVE BEEN MADE. E. GENERAL 00 NOT ALLOW OR CAUSE ANY OF THE WORK OF THIS SECTION TO BE COVERED UP OR ENCLOSED UNTIL iT HAS BEEN INSPECTED. VIEWED AND ACCEPTED BY THE LANDLORD/ARCHITECT/ ENGINEER AND BY ALL OTHER AUTHORITIES HAVING JURISDICTIONS. F. DO ALL THINGS NECESSARY TO COOPERATE WiTH OTHER TRADES IN ORDER THAT ALL SYSTEMS IN THE WORK MAY BE INSTALLED IN THE BEST ARRANGEMENTS. COORDINATE AS REQUIRED WiTH AU. OTHER TRADES TO SHARE SPACE IN COMMON AREAS AND TO PROVIDE THE MAXIMUM OF ACCESS TO EACH SYSTEM. G. IT IS THE INTENT OF THESE SPECIFICATIONS THAT ALL WORK, INCLUDING THE INSIDE OF EQUIPMENT, FIXTURES. PIPING. DUCiWORK, ETC. BE LEFT IN A CLEAN CONDITION. ALL CONSTRUCTION DIRT SHALL BE REMOVED FROM MATERIAL SITE AND EQUIPMENT. H. IT IS THE INTENTION OF THESE SPECIFICATIONS AND AND READY FOR OPERATION. WHEREVER THE WORK AND INSTALL COMPLETE AND READY TO USE' MINOR DUALS NOT USUALLY SHOWN OR SPECIFIED. AND OPERATION. SHALL BE INCLUDED N THE WORK, DRAWINGS TO CALL FOR FINISHED WORK. TESTED. 'PROVIDE' IS USED, IT SHALL MEAN 'FURNISH BUT NECESSARY FOR THE PROPER INSTALLATION THE SAME AS IF HEREIN SPECIFIED OR SHOWN. I. THE CONTRACTOR SHALL CAVE ALL NECESSARY NOTICES, OBTAIN AU. PERMITS AND PAY ALL GOVERNMENT SALES TAXES, FEES AND OTHER COSTS, INCLUDING UTILITY CONiECTIONS OR EXTENSIONS, IN CONNECTION WiTH HIS WORK; FILE AU. NECESSARY PUNS, PREPARE ALL DOCUMENTS AND OBTAIN ALL NECESSARY APPROVALS OF ALL GOVERNMENTAL. DEPARTMENTS HAVING JURISDICTION: OBTAIN ALL REQUIRED CERTIFICATES OF INSPECTION OF HIS WORK AND DELIVER SAME TO THE ARCHITECT BEFORE REQUEST FOR ACCEPTANCE AND FINAL PAYMENT FOR WORK. J. THE CONTRACTOR SHALL INCLUDE IN THE WORK, WITHOUT EXTRA COST TO THE OWNER, ANY LABOR, MATERIALS, SERVICES, APPARATUS, DRAWINGS. IN ORDER TO COMPLY WITH ALL APPLICABLE LAWS, ORDINANCES. RULES AND REGULATIONS, WHETHER OR NOT SHOWN ON DRAWINGS AND/OR SPECIFIED. K. SURVEYS AND MEASUREMENTS: THE CONTRACTOR SHALL BASE AU. MEASUREMENTS, BOTH HORIZONTAL AND VERTICAL, FROM ESTABLISHED BENCH MARKS. ALL WORK SHALL AGREE WITH THESE ESTABUSHED LINES AND LEVELS. VERIFY ALL MEASUREMENTS AT SITE AND CHECK THE CORRECTNESS OF SAME AS RELATED TO THE WORK. L DRAWINGS: DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN THE CONTRACT. DRAWINGS ARE NOT TO BE SCALED. THE ARCHITECTURAL DRAWINGS AND DETAILS SHALL BE EXAMINED FOR EXACT LOCATION OF FIXTURES AND EQUIPMENT. WHERE THEY ARE NOT DEFINITELY LOCATED, THIS FORMATION SHALL BE OBTAINED FROM THE ARCHITECT. M. PROTECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR WORK AND EQUIPMENT UNTIL FINALLY INSPECTED, ItbIW. AND ACCEPTED; HE SHALL PROTECT WORK AGAINST THEFT, INJURY OR DAMAGE; AND SHALL CAREFULLY STORE MATERIAL AND EQUIPMENT RECEIVED ON SITE WHICH ARE NOT IMMEDIATELY INSTALLED. HE SHALL CLOSE OPEN ENDS OF WORK WITH TEMPORARY COVERS OF PLUGS DURING STORAGE AND CONSTRUCTION TO PREVENT ENTRY OF OBSTRUCTING MATERIAL N. THE CONTRACTOR SHALL FURNISH ALL SCAFFOLDING, RIDGING, HOISTING. AND SERVICES NECESSARY FOR ERECTION AND INSTALLATION OF THE MECHANICAL. SYSTEM. 0. CONTRACTOR SHALL LOCATE N.I. EQUIPMENT WHICH MUST BE SERVICED, OPERATED. OR MAINTAINED IN FULLY ACCESSIBLE POSITIONS. P. THiS CONTRACTOR SHALL PROVIDE ALL CUTTING AND PATCHING NECESSARY TO INSTALL THE WORK SPECIFIED IN THIS SECTION. PATCHING SHALL MATCH ADJACENT SURFACES. Q. NO STRUCTURAL MEMBERS SHALL. BE CUT WITHOUT THE APPROVAL OF THE ARCHITECT, AND ALL SUCH CUTTING SHALL BE DONE IN A MANNER DIRECTED BY HIM. R. THIS CONTRACTOR SHALL PROVIDE AND LOCATE ALL SLEEVES AND INSERTS REQUIRED BEFORE THE FLOORS AND WALLS ARE BUILT, OR SHALL BE RESPONSIBLE FOR THE COST OF CUTTING AND PATCHING REQUIRED FOR PIPES WHERE SLEEVES AND INSERTS WERE NOT INSTALLED, OR WHERE INCORRECTLY LOCATED. THE CONTRACTOR SHALL DO AU. DRIWNG REQUIRED FOR THE INSTAUATION OF HIS HANGERS. S. SLEEVES SHALL BE PROVIDED FOR ALL MECHANICAL PIPING PASSING THROUGH CONCRETE FLOOR SLABS AND CONCRETE, MASONRY, TILE AND GYPSUM WALL CONSTRUCTION. T. ALL INSULATION SHALL HAVE A COMPOSITE (INSULATION, JACKET OR FACING. AND ADHESIVE) FIRE HAZARD RATING AS TESTED BY ASTM E-84. NFPA 255, OR UL 723, NOT TO EXCEED 25 FLAME SPREAD AND 50 SMOKE DEVELOPED. ACCESSORIES SUCH AS COATINGS, TAPES, ARIL) ADHESIVES SHALL HAVE THE SAME COMPONENT RATINGS. ALL INSULATING MATERIALS OR TIER CONTAINERS SHALL HAVE A LABEL INDICATING COMPLIANCE WiTH THE ABOVE RATING. REFERENCE STANDARDS: NEPA 0-255, A.S.T.M. E-84, UL -723, ASHRAE 90-75 AND THE STATE ENERGY CODE ACCEPTABLE MANUFACTURERS: CERTAINTEED, OWENS-CORNING, KNAUF AND MANVILLE. U. THE CONTRACTOR SHALL PROVIDE THE OWNER WiTH A COMPLETE OPERATING ANO MAINTENANCE MANUAL NO ONE SET OF REPRODUCIBLES SHOWING ALL AS -BUILT CONDITIONS. THE MANUALS SHALL INCLUDE ALL MANUFACTURER'S SPECIFiCAT1ONS, OPERATION. MAINTENANCE. INSTRUCTIONS, WARRANTY, LOCAL SOURCE OF SUPPLY FOR SPARE PARTS AND SERVICES. ETC. V. PROVIDE WEATHER-PROOF FLASHING AT ALL DUCT, PIPE, ETC. MECHANICAL PENETRATIONS THROUGH THE BUILDING WALLS AND ROOF. FLASHING SHALL BE MONO AND INSTALLED PER SNACHA MO SHALL BE GUARANTEED WEATHER PROOF FOR THE DURATION Of THE GUARANTEE. INSTRUCTION TO BiDDERS 1) VERIFY WiTH THE GENERAL CONTRACTOR FOR FIRE ALARM-(SLOKE/FIRE DAMPERS, ETC.) PRIOR TO BIDING. 2) _ INTERLOCK NL FAN COILS WiTH OUTSIDE AIR MOTORIZED DAMPER. 3) CONTRACTOR TO VERIFY ALL OWNER FURNISHED AND OWNER INSTALLED EQUIPMENT. THE ,�• ARCHITECT. REVISIONS 4) CONTRACTOR TO VERIFY AND EXCLUDE IN THE BO ALL EQUIPMENT AND INSTALLATION BY ALL BiDGER DESIGNED SUB -CONTRACTORS (I.E FIRE SPRINKLER SYSTEMM, ETC) No changes shall be made to Vie scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. GAS ROOFTOP AIR-CONDITIONING SCHEDULE DESIGNATION: AC -1 ZONE: OFFICES MANUFACTURER: YORK MODEL: ZFo48 DISCHARGE: DOWN GAS TYPE: NAT. NOMINAL TON OF CLG 4.0 COOLING @ ARI (MBH): 48.9 HEATING INPUT (MBH): 125 HEATING OUTPUT (MBH): C.F.M.: 4674 S.E.E.R.: 13.0 REVIEWED FOR IPLV -- CODE COMPLIANCE AFUE: (STEADY STATE) (80X) APPROVED FAN MOTOR DRIVE: BELT MOTOR AMPS; CFM: 1600 NOV 1 4 2013 E.S.P. (IN -H20): .60'1.1 PHASE INDOOR FAN(HP/FLA): 1 HP •I OUTDOOR FAN(FLA): 2.3 City o f ilei COMPRESSOR RLA/LRA: 16/120 D ISION COMB. FAN (FLA): -- BUILDING MCAIMOCP 37.5/50 VOLTAGE: 208 PHASE: 3 WEIGHT (LBS): 616 REMARKS: (1) NOTES: (1) WiTH 100% FULLY MODULATING ECONOMIZER / BAROMETRIC RELIEF / CRANKCASE HEATER / COMPR. SHORT -CYCLE PROTECTION, ROOF CURB, FILTER RACK AND 2' PLEATED FILTERS, UNIT SAFETY FEATURES / BELT DRIVE OPTION / HIGH AND LOW PRESSURE SWITCH. ATTACH TO CURB4-— TTEK11Sf�WS SELF TAPPING FASTENER W/ NEOPRENE CASKET 0 8' 0.C. HI II CMR STRIP HVAC UNiT 1' THICK VIBREX 'RF` PAD. CONTINUOUS MOUNTING FRAME OF UNIT HOLD DOWN. LOCATE CENTER OF HOLD DOWN WITHIN 12' FROM END OF THE CURB. FASTEN TO THE CURB AND UNIT BASE RAI. WTH 4-/10 X 1/2' TEK SCREWS COUNTER FLASHING RIGID INSULATION 2' THICK ACOUSTICAL LINING +....FLASHING BELOW ROOF MEMBRANE ROOF MEMBRANE DOWNHILL SIDE OF CURB TO BE SEALED WITH RUBBER STRAPPING. IJRALL SIDE TO BE ADDITIONALLY SEALED VAIN SILICONE MASTIC PER ROOFING MANUFACTURER'S RECOMMENDATIONS SEISMIC BRACE FOR ROOFTOP UNIT No sem GAS FIRED INDIRECT AIR HANDLING UNIT LEGEND DESIGNATION: AHU-1 D IPTION ZONE: EXISTING WAREHOUSE THERMOSTAT/SENSOR MANUFACTURER: CAMBRIDGE DUCTWORK W/ TURNING VANE ANO flfK CCM. DISCHARGE: VERTICAL VOLUME DAMPER MODEL: S950 Plan rr E.S,P. (IN -H20): .32' FLEXIBLE DUCT C.F.M.: 4674 ROUND SPIN -1N WITH V.D. FAN TIP: 2 HP 810,000 ' The V1O GAS INPUT: GAS OUTPUT: 745,000 of app1 AFUE: 90% MOTOR AMPS; 4.0 FLAl. ---CD— VOLTAGE 460 PHASE 3 OPERATING WEIGHT (LBS): 970 REMARKS: . (1)(2)(3) (1) WiTH INTAKE HOOD, MOTORIZED DAMPER, FILTER RACK WITH FILTERS, STAINLESS STEEL HEAT EXCHANGER, REMOTE CONTROL STATION, GAS CONTROLS, INTEGRAL DISCONNECT, PREMIUM ODP MOTOR. (2) INSTALL UNIT ON ROOF SUPPORTS (FACTORY CURB( - SEISMICALLY SUPPORTED. (3) WITH DUCT STAT, SENSORS, ETC. SUPPLY AIR TEMP SET AT UNIT. DESIGN CODES: ALL CODES WITH WASHINGTON STATE AMENDMENTS 2012 WASHINGTON STATE ENERGY CODE 2012 INTERNATIONAL MECHANICAL CODE 2012 UNIFORM PLUMBING CODE 2012 INTERNATIONAL FIRE CODE L I ENERGY CODE NOTES: dirr.Q t� 1) THERMOSTATS SHALL BE A 7 DAY PROGRAMMABLE TYPE WITH A 5 DEGREE DEADBAND AND AUTOMATIC SETBACK CONTROL PEI HVAC EQUIPMENT SHALL MEET THE MINIMUM ENERGY EFFICIENCY RATINGS PER TABLES C403 OF THE IECC. 3) DUCT INSULATION AND SEALING SHALL MEET :I.w SIJ 4) SUPPLY AND RETURN DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO MIN. R-6. ROOFTOP HVAC DUCTWORK SHALL HAVE A WEATHER BARRIER AND INSULATED TO R-8 PER 5) SUPPLY AND RETURN DUCTS IN CONDITIONED SPACES SHALL BE INSULATED TO MIN. R-5 PER,., 6) PIPING INSULATION SHALL MEET THE REQUIREMENTS 7) OUTSIDE AIR DUCTS SHALL BE INSULATED PER UTSIDE'' AIR DUCTS SHALL HAVE A: MOTORIZEC DAMPERS OR AUTOMATIC DAMPER FOR ALL OUTSIDE AIR INTAKES, 8) HVAC SYSTEMS SHALL BE COMMISSIONED PER itAro LLE COPY emit No. fa.11) Le view approval is subject to errors and omissions. al of construction documents does not authc. W3 ation of any adopted code or ordinance..Rec ipt ved Fiand IH= is acknowledged: Ai y v)fe us c— t3"1"186 City Of Itikwila BUILDING DIVISION SIMMCO BUILDING U] rt C. f. cn rn ckS A rn L T' C12 La..4 z S,Ec tocsy 1-•''1)4C 40N RECEIVE D CORRECTION CITY OF TUKWILA LTR# 1 NOV. 0.6 2013 PERMIT CENTER PLAN INDEX M01 GENERAL7NOTES. SCHEDULE AND LEGEND MO2 FLOOR PLAN - HVAC Revisions: PERMIT SET 10/01/13 0 Job No.: 213113 Date:. 09/27/2013 MO1 (10F 2 LEGEND BOL A REVIATIOh D IPTION 0/0 rsrmisaIsoir THERMOSTAT/SENSOR ., . - __ DUCTWORK W/ TURNING VANE ANO flfK CCM. VD VOLUME DAMPER — RIGID DUCT --- -- FLEXIBLE DUCT W -- ROUND SPIN -1N WITH V.D. CO ROUND CEILING DIFFUSER CC ROUND COLING GRILLE • . Co SQUARE CEILING DIFFUSER CO SQUARE CEIUNG GRILLE ---CD— CO CONDENSATE DRAIN UNE -- SMOKE DUCT DETECTOR A.F.F. • ABOVE FINISHED FLOOR L I ENERGY CODE NOTES: dirr.Q t� 1) THERMOSTATS SHALL BE A 7 DAY PROGRAMMABLE TYPE WITH A 5 DEGREE DEADBAND AND AUTOMATIC SETBACK CONTROL PEI HVAC EQUIPMENT SHALL MEET THE MINIMUM ENERGY EFFICIENCY RATINGS PER TABLES C403 OF THE IECC. 3) DUCT INSULATION AND SEALING SHALL MEET :I.w SIJ 4) SUPPLY AND RETURN DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO MIN. R-6. ROOFTOP HVAC DUCTWORK SHALL HAVE A WEATHER BARRIER AND INSULATED TO R-8 PER 5) SUPPLY AND RETURN DUCTS IN CONDITIONED SPACES SHALL BE INSULATED TO MIN. R-5 PER,., 6) PIPING INSULATION SHALL MEET THE REQUIREMENTS 7) OUTSIDE AIR DUCTS SHALL BE INSULATED PER UTSIDE'' AIR DUCTS SHALL HAVE A: MOTORIZEC DAMPERS OR AUTOMATIC DAMPER FOR ALL OUTSIDE AIR INTAKES, 8) HVAC SYSTEMS SHALL BE COMMISSIONED PER itAro LLE COPY emit No. fa.11) Le view approval is subject to errors and omissions. al of construction documents does not authc. W3 ation of any adopted code or ordinance..Rec ipt ved Fiand IH= is acknowledged: Ai y v)fe us c— t3"1"186 City Of Itikwila BUILDING DIVISION SIMMCO BUILDING U] rt C. f. cn rn ckS A rn L T' C12 La..4 z S,Ec tocsy 1-•''1)4C 40N RECEIVE D CORRECTION CITY OF TUKWILA LTR# 1 NOV. 0.6 2013 PERMIT CENTER PLAN INDEX M01 GENERAL7NOTES. SCHEDULE AND LEGEND MO2 FLOOR PLAN - HVAC Revisions: PERMIT SET 10/01/13 0 Job No.: 213113 Date:. 09/27/2013 MO1 (10F 2 a a T. 0 �` Gr` 3L.J NOTE OUTSIDE MR INTAKES SHALL BE A MINIMUM OF 10 FT FROM EXHAUST AND PLUMBING VENTS (IYP) e!) ;ON ROOF) MECHANICAL -KCAL CIVIL -12ED - STRUCTURAL FMB PRUDENT; NT; 2100 112TT1 AVE. NE EELLEVUE. WA 98004 OFFICE: (425) 482-9441 PAZ: (425) 482-9451 KServiceeabosseia.cam SEE A/M01 KEYED NOTES: O MAT ON ROOF. COORDINATE M/STRUCTURAL MOUNT UNIT ON ROOF M/ROOF CURB. COORDINATE N11H GC. FOR USNG CQMPATIt4.E ROOF MATERIALS AND SEALANTS FOR ROOF CURB INSTALLATION. ROOF CURB INSTALLATION SHALL BE MADE WATERTIGHT. ADD RIGID INSULATION BELOW COMPRESSOR SECTION N ORDER TO CONTROL CONDENSATION FORMATION FROM ACCUMULATING ONTO THE FRAMING OR CEILING STRUCTURE OtM RECOIINECT Cann DUCT ItiDRIK TO NEW UNIT OPENING 191TH FLEXIBLE CONaIECTOR (VENIFABRIC S OR EQUAL) p FABRICATE AND SUPPORT DUCTWORK PER SACRA HVAC DUCT CONSTRUCTION STANDARDS MANUAL (LATEST EDITIONX1TPICN). O COOfiCNA1E LOCATION OF CONTROL PANEL Mill OW ER. p GAS PIPING MTH REGULATOR, GAS COCK. (NON AND DIRT LEG EXISTING MEDIUM PRESSURE NATURAL GAS METER FLOOR PLAN -- HVAC SCALE 1/8' = V-0' NORTH REVIEWED FOR CODE COMPLIANCE APPROVED NOV 14 2013 City of Tukwila BUILDING DIVISION 2.5' (EXISTING MPG) -4-.^ SEE A/MO1- r WAREHOUSE VERIFY EXACT POC AT SRE 1' SCHEDULE 40 MPG) ON ROOF) M NOTE OUTSIDE AR INTAKES SHALL BE A MNIMUM OF - 10 FT FROM EXHAUST AND PL MBNG VENTS (TYP) 13- 18& RECEIVED CITY OF TUKWILA OCT 0 4 2013 PERMIT CENTER Revisions: PERMIT SET 10/01/13 A 0 Job No.: 213113 Date: 09/27/2013 M02 • (2 OF 2