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Permit M07-172 - BAKER BOULEVARD RETAIL CENTER
BAKER BOULEVARD RETAIL CENTER 406 BAKER BL M07 -172 Parcel No.: 0223100037 Address: Suite No: 406 BAKER BL TUKW Tenant: Name: BAKER BOULEVARD RETAIL CENTER Address: 406 BAKER BL , TUKWILA WA Owner: Name: VILLAGE PARTNERS SOUTHCENTE Address: 1420 5TH AVE #2200 , SEATTLE WA Contact Person: Name: KWAN LEE Address: 3808 186 ST SE , BOTHELL WA Contractor: Name: K L ENGINEERING INC Address: 3808 186 ST SE , BOTHELL WA Contractor License No: KLENGI *000KB DESCRIPTION OF WORK: INSTALL (6) NEW HVAC ROOF TOP GAS PACKAGE UNITS Value of Mechanical: $35,000.00 Type of Fire Protection: Furnace: <100K BTU >100K BTU Floor Furnace Suspended/Wall/Floor Mounted Heater Appliance Vent Repair or Addition to Heat/Refrig /Cooling System.... Air Handling Unit <10,000 CFM >10,000 CFM Evaporator Cooler Ventilation Fan connected to single duct Ventilation System Hood and Duct Incinerator: Domestic Commercial/Industrial doc: IMC -10/06 Cityf Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us MECHANICAL PERMIT Fees Collected: $557.70 International Mechanical Code Edition: 2006 EOUIPMENT TYPE AND OUANTITY 0 0 0 0 0 6 0 0 0 0 0 0 0 0 * *continued on next page ** Permit Number: Issue Date: Permit Expires On: Phone: Phone: 425 -327 -9304 Phone: 425 745 -2924 Expiration Date: 03/05/2009 M07 -172 09/12/2007 03/10/2008 Boiler Compressor: 0 -3 HP /100,000 BTU 0 3 -15 HP /500,000 BTU 0 15-30 HP /1,000,000 BTU.. 0 30 -50 HP /1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 0 Diffuser 37 Thermostat 6 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment M07 -172 Printed: 09 -12 -2007 Permit Center Authorized Signature I hereby certify that I have read an governing this work will be compile Signature: Print Name: doc: IMC -10/06 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: M07 -172 Issue Date: 09/12/2007 Permit Expires On: 03/10/2008 ..� A1. .1_, if ,A The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance op8rk. I am authorized to sign and obtain this mechanical permit. Date: 0 1 L '4'' permit an • know the same to be true and correct. All provisions of law and ordinances r specified herein or not. Date: This permit shall becom null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspendec or abandoned for a period of 180 days from the last inspection. M07 -172 Printed: 09 -12 -2007 Parcel No.: 0223100037 Address: Suite No: Tenant: 406 BAKER BL TUKW City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us BAKER BOULEVARD RETAIL CENTER 1: ** *BUILDING DEPARTMENT CONDITIONS * ** PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: M07 -172 ISSUED 08/02/2007 09/12/2007 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: Readily accessible access to roof mounted equipment is required. 6: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 7: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 8: Manufacturers installation instructions shall be available on the job site at the time of inspection. 9: Except for direct -vent appliances that obtain all combustion air directly from the outdoors; fuel -fired appliances shall not be located in, or obtain combustion air from, any of the following rooms or spaces: Sleeping rooms, bathrooms, toilet rooms, storage closets, surgical rooms. 10: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 11: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 12: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 13: 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. 14: ** *FIRE DEPARTMENT CONDITIONS * ** 15: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: doc: Cond -10/06 M07 -172 Printed: 09 -12 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us 16: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2051) 17: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the air- moving equipment upon detection of smoke in the main return -air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (IMC 606.1, 606.2.1) 18: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051) 19: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051) 20: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051) 21: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC 104.2) 22: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this project. 23: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 24: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 25: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: Cond -10/06 * *continued on next page ** M07 -172 Printed: 09 -12 -2007 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Cond -10/06 Date: M07 -172 Printed: 09 -12 -2007 Mailing Address: E -Mail Address: Company Name: Contact Person: E -Mail Address: Company Name: Mailing Address: E -Mail Address: E -Mail Address: CITY OF TUKWI Community DeyelopmenrDepartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwwatukwila.wa.us Q:Wppliations\Form - Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bh 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 Address:_ OP ,�fl/% Tenant Name: t g , ec-e £ Property Owners Name: AA" 7// f./ 7 Name: �tn/» �✓ S " - o /PC ( r .sue C Y King Co Assessor's Tax No.: 0 31,0 0037 Suite Number: //(44: / Mailing Address: City - who do we contact when your permit is ready to be issued Day Telephone: F; -321 - Se City State Zip Fax Number: GENERAL CONTRACTOR INFORMATION (Contractor Information for Mecbanica (pg 4) for Plumbing and Gas Piping (pg 5)) Mailing Address: Zip City Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: ARCHITECT OF RECORD - " All plans must be wet stamped by Architect of Recor City Day Telephone: Zip Contact Person: Fax Number: New Tenant: Yes l ..No State State State State Floor: Company Name: Mailing Address: Zip Contact Person: Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer o 1 ecor City Day Telephone: Fax Number: Page 1 of 6 3 JOUD Valuation of Proj - (contractor's bid price): $ new rack storage? ❑.. Butldin reas 111 Square; DIVI ON: es allo If yes, a separate pe i d plan submittal will be required. Scope of Work (pleas, . rovide detailed information): Will there be PLANNING �-� 01 G f ' Number of Parking Stalls Provided: Standard: Existing Building Valuation: $ Single family buildi g footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8 -1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System - For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Q:\Applications\Fonns- Applications On Linel3 -2006 - Permit Application.doc Revised: 9 - 2006 bh Page 2 of 6 Unit Type: Qty , Unit Type: Qty- Unit Type: '' Qty Boiler /Compressor: Qty Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0 -3 HP /100,000 BTU Fumace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP/1,750,000 BTU Repair or Addition to HeatlRefrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM Incinerator — Comm/Ind 1ViLLAIAlr1 AL Yr.IQVii 1 11r r V — . MA I ItPIN -1Ub- 431 -367U MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: 3e� /p /6 A/ Zer--- Contact Person: E -Mail Address: Contractor Registration Number:, / E /1/4 T 0(10 a Valuation of Mechanical work (contractor's bid price): $ ‘V Scope f Work (please provide detailed information): / / i I T7 ( C ( / ( 1 . 4 / //t /g c _ _ _ r S / CI ' .(J/,7- Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... [/ — Replacement .... ❑ Fuel Type: Electric Gas .... Q:\Applications\Forms- Applications On Line3-2006 - Permit Application.doc Revised: 9 - 2006 bh Other: Indicate type of mechanical work being installed and the quantity below: City Day Telephone: Fax Number: Expiration Date: State 3 zip --2 ha Page 4 of 6 of Work (please provide detailed information): Water District ❑ ...Tukwila ❑ ...Water Availability Prov ed Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ ...Total Cut ❑ ...Total Fill Please refer to Public Works Bulletin #1 for fees and estimate sheet. 0... Water District #125 Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way cubic yards cubic yards Call before you Dig: 1- 800 - 424 -5555 ❑ .. Highline ❑ .. rk in Flood Zone ❑ .. Sto Drainage ❑ ...Renton ...ValVue ❑ .. Renton ■;:.Seattle Sewer Availability Provided Septic System: ❑ On - site Septic System — For on - site se. 'c system, provide 2 copies of a current septic ign approved by King County Health Department. Submitted with Application (mark boxes whi apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x ") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotec cal Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Ease - nt(s) ❑ .. Mai ° nance Agreement(s) ❑ ...Hold Harmless — (SAO) 0... Hold Harmless — (ROW) .. Right -of -way Use - Profit for less than 72 hours .. Right -of -way Use — Potential Disturbance ❑ ...Sanitary Side Sewer ❑ .. Av, don Septic Tank ❑ .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. rb Cut ❑ .. Channelization ❑ ...Frontage Improvements ❑ avement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ► .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic W 'r " ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. 2 > WO # ❑ ...Water Only Meter Size WO # ❑...Deduct Water M -r Size ❑ ...Sewer Main Extension ....Public Private ❑ ...Water Main Extension... Public Private FINANCE INFORMATI Fire Line Size at Prope v Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service : ling to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Q:\Applications\Forms- Applications On Line\3 -2006 -Permit Application.doc Revised: 9 -2006 bh Day Telephone: City Day Telephone: City State Zip State Zip Page 3 of 6 PERMIT APPLICATION NO1, i — Applicable to all permits in this arplication 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing 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 AUTHORIZ. D TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Date: s(7-76) Day Telephone: Signature: C ` Print Name: /' p �C—� -- Mailing Address: YAG / ? 0 ( .7.4°1 Date Application Accepted: Q: \Applications\Fonna- Applications On Line\3 -2006 - Permit Application.doc Revised: 9 -2006 bit City State Staff Initials: Zip Date Application Expires: Page 6 of 6 Fixture Tyke `' Qty , °"Fixture Type ' Qty '" ! : ": ure Type: Qty ", Fixture Type Bathtub or combination bath/shower Drinking fountain or ter cooler (per head) Was ountain Gas piping outlets Bidet Food -waste grind , commercial Receptor, direct waste Clothes washer, domestic Floor drain Sinks Dental unit, cuspidor Shower, sing head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet Building sewer or trailer park sewer Rain wa r system — per drain (' side building) Water heater and/or vent Additional medical gas inlets/outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Rep • or alteration of water pip' and/or water treating e pment Repair or alteration of drainage or vent piping Medical gas piping system rving one to five i ts/outlets for specific gas 'S PIP PLUMBING AND GAS PIPING CONTRACTOR Company Name: L Mailing Address: City State Zip Contact Person: GtJ` Day Telephone: � � " .��/ E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (c 'tractor's bid price): $ Valuation of Gas Piping work (cot actor's bid price): $ Scope of Work (please provide detail • information): Building Use (per Intl Building Code): Occupancy (per Intl Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outle Q:\ Applications\Forms- Applications On Line'3 -2006 - Permit Application.doc Revised: 9 -2006 bh being tailed and the quantity below: Page 5 of 6 • Receipt No.: R07 -01944 Initials: JEM User ID: 1165 Payee: KWAN LEE ACCOUNT ITEM LIST: Description MECHANICAL - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 0223100037 Permit Number: M07 -172 Address: 406 BAKER BL TUKW Status: APPROVED Suite No: Applied Date: 08/02/2007 Applicant: BAKER BOULEVARD RETAIL CENTER Issue Date: TRANSACTION LIST: Type Method Description Amount Payment Cash 452.16 Account Code Current Pmts 000/322.100 452.16 Total: $452.16 Payment Amount: $452.16 Payment Date: 09/12/2007 08:42 AM Balance: $0.00 2663 09/12 9710 TOTAL 452.1A doc: Receiot -06 Printed: 09 -12 -2007 Receipt No.: R07 -01570 Payee: KWAN LEE ACCOUNT ITEM LIST: Description PLAN CHECK - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 0223100037 Permit Number: M07 -1 72 Address: 410 BAKER BL TUKW Status: PENDING Suite No: Applied Date: 08/02/2007 Applicant: BAKER BOULEVARD RETAIL CENTER Issue Date: Initials: LAW Payment Date: 08/02/2007 11:59 AM User ID: 1655 Balance: $452.16 TRANSACTION LIST: Type Method Description Amount Payment Cash 105.54 Account Code Current Pmts 000/345.830 105.54 Total: $105.54 Payment Amount: $ 105.54 1013 08/02 9710 TOTAL 105.54 doc: Receiot -06 Printed: 08-02 -2007 Parcel No.: Address: Suite No: Applicant: Receipt No.: R08 -02054 Initials: BLS User ID: ADMIN Payee: 0223100037 406 BAKER BL TUICW BAKER BOULEVARD RETAIL CENTER VILLAGE PARTNERS SOUTECENTER LLC TRANSACTION LIST: Type Method Descriptio Payment Check 1259 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us ACCOUNT ITEM LIST: Description Account Code MECHANICAL - NONRES 000/322.100 RECEIPT Amount 58.00 Total: $58.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $58.00 Payment Date: 06/10/2008 12:58 PM Balance: $0.00 Current Pmts 58.00 M07 -172 ISSUED 08/02/2007 09/12/2007 3502 06/10 9 711 TOTAL 58.00 doc: Receiot -06 Printed: 06-10 -2008 P r ff Type o Insp lion Address: ,, V (/ R �rtt C'f Date Called: --. Special Instructions: Date Wanted • t o � i2 - i�� a. p.m. Requester: Phone No: Approved per applicable codes. s 3 _, ,, .._'a. .A.4- AA o r) INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION C. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 ❑ Corrections required prior to approval. COMMENTS: , Pt c) t--h/ - S n 1� 'Inspecto f : i I Date: - 11 - � ri $60.00 REINSPECTION FEE REQUIR D. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: 07 P, • O) / s /4' - A / (; 6.9 /L *Z. :I sTeA A v N i .S - (-; '-(__ 1.te .p r" ' i C SL'.A i\ AT )J - ANAPA. O , C_ i f) p.m. Requester: Phone No: - .-/ -262,7 Proj G :,ze -60 07 P, Type of Inspection: Typ –.T/l7vKzfl7 /76 F/= Date Called: - A / (; 6.9 /L *Z. Special Instructions: ,-__o6 Date Wanted, `/� C_ p.m. Requester: Phone No: - .-/ -262,7 Inspector: st INSPECTION RECORD Retain a copy with permit 07/71 72. INSPECTION O. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 8- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. 1te (.O - ! Z -06/ 1 $60.00 REINSPECTION FEE REQI)IRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: MS a 1 e l ° Re. J.I S ;k1/1/4L'd :A� ■ A N- ` :"� ( f 1-\ (v ( l r �� `mot .f--e/ t) , i' j,-4 i J_P S I--1 off Sk " d vt�A o •rr r )._ oke- c i c ,-, c ,i, Special Instructions: / Date Want � /�� Req Pho a No ►► Projec /� //G / €3d)/197.447/0 /'7 t` Ty of Inspe n � v " / 7 ��v J, k J n A 4e Date Called: Special Instructions: / Date Want � /�� Req Pho a No i=3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION f- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 !(206)431 -3670 Inspecr: 0\ Date: Approved per applicable codes. Corrections required prior to approval. $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: COMMENTS: / Psi{ ? JJ IX . n /LF n ,6—.— 0 wei 7 ;- -.u(-)L__ fir g- - v ' I h Ai _b-ee.A rerr, (LJ-d - Fty er .;, ,-le let ,/,‘;'1 4-d --f. a_ PI ,‘ A , S 1 ifrC . e-4 ) 7- T S R Ate-ti c nt iT exLit `re_' .11,4-c P . Sem , {..- Of o. f A ,5 p r� ro ve . i -ten 4 < r s WA , f ( - ,c.,, Tr - i re S C.i d b m f 4, h (/ r 4sse c). J, 1 J ..4 .F- U - Tel,,/, I c e �J 4 A A r .Si( 4k, , 5K-1 )414 14 AY •-.Bu 3 il. Project: Type Insp • IX . n /LF n ,6—.— Date Called: Specia Instructions: Date Wan ed! l �� j� (.....L p Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36 0 El Approved per applicable code Corrections required prior to approval. l lnspe or: �9 �} 1 Date:4 Q$58.00 REINSPECT ION FEE EQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: INSPECTION RECORD R etain a INSPECTION NO. copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION g 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Project: 6 4 ,eF E ga, Addr s s• �s 94' , 676_ Special Instructions: Type of Inspection: (/),r h - i mac, Date Called: Date Wanted: e=.? y Ov p.m. p.m. Requester. —p J �� Phone No: Approved per applicable codes. COMMENTS: -{t 0 Pc d r r ' (9((.re } SCl �L'.f ii)r_ A-6,. . i's Pe cj Pck , i, of / r u'i i1e 7L. n 4. -\.7 4 6" n G u ?�� • s On G /,''O 6 f P r Gcl • (( r A c � e_ft-c( 1 /Pu,J• 3n �f ,r Ilnspeor: Q Itel $58.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. 'Receipt No.: 'Date: Corrections required prior to approval. P/A Project: F A 14 ic... g , TA ii,.., Type of Inspection: na_r A c A te vio-, Fire Alarm: Address: , -)012 A ) 1 1_:•1"?.., Suite #: Cony.j7ct Person /di/it ' /: 7 c 7 >, • , A ' i Special Instructions: Phone No.: Occupancy Type: --- f.,5 266 , 0 - .2 fr G / Needs Shift Inspection: N % --- t 1 7 Sprinklers: i Fire Alarm: , Hood & Duct: Monitor: i) c Pre-Fire: Permits: Occupancy Type: --- f.,5 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Approved per applicable codes. Word/Inspection Record Form.Doc 1/13/06 PERMIT NUMBERS Corrections required prior to approval. COMMENTS: C-) - Date: Hrs.: Inspector: , ,• $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from 1 , the City of Tukwila Finance Department. Call to schedule a reinspection. T.F.D. Form F.P. 113 6/9 6-ke Nt_140 Al ce/v7ze Shoes State Phone , For: Name ../ cit t4 Zlp Add - / C ieVf /0 45- ' /J'" .--- C ,- .1 - - 3J Sy: Contractor AddfaSS, I IP et l'? 1 - 4""C • W at ,6)er-Ivel/02.1 st Gt/411) Zia s PW .A v k 4/ 1. DESIGN CONDITIONS (COOLING) .. • (Time of Day6 P ) (Daily Range / PI I (Latitude I/ 1 co Grains 7 inside db -- ° RN Se. 96 b) Outside db M2 X" wb 6 ( a) day -r 0 minus inside drybulb = ILT D. Outside db a 3 p.m.A...L_ (.) minus time of corrections 2. SOLAR RADIATION HEAT GAIN THROUGH GLASS. Shading andlor Exposure Sq. Ft. Sala Factor • Glass Factor X - ' X '- .. • X X ...... '.• . . . .... X . • ..-- X ..". 7.7 7: ":77 ..: X - - - " • X " x = = = = = = = = COOLING LOAD • Sensible - - - - _ ..... . • . .. 1 Notes • 3. TRANSMISSION GAINS .- . - .4 ---' - - • .. ,. __ — , Equivalent or ...._. db Exposure Sq. Ft. U Factor Temp 0111 Glass - ' ' X • • -,-- X X • 7 X x Walls - . W. . . .X 4 () U. . . X • . `,:51 x :: St-T . • Ls.. . . . . . .0 ., .... ,.0 6. . .. x . . . ._,.t" .. .54 . .X ..... .s. .... x x Partitions .X x X .. . . . ...... . . ..t Roof Roofnelling ' . . „ .( ... . ........ ) X c RA Ceiling .... . . r. ... ...."•If 1.... X UsaTable 9a to determine the Temperature Difference Across a Return Alt Ceiling = = : . . = = ' ai . cV 1 ..... ..? . ,.-. i . . . . ,......._ . . 3 32- E\NED r (WO lb...— ts CA 1 • t4 4. INTERNAL HEAT GAIN • ' """ " • a. Occupants Number Sensible Latent • • Ye'. • • X : : . . 2.(P: •. : x : . •. >IC O. : : ,Latent : ..,7:0:0: b. Lights & Others . NOT Use 601/4 of Incandescent Lights . ,,, X 3.4 Installed watts for ... Flourescent Ughts .. . X 4.1 lights In return • ,. alt ceiling - Load Usage , = 'oP(2 • , PO . ..;.':::i..;.,....:::"7 77: Stun FactorFactor -r!t cm N.P.H.P. t •• • ••••:.... - -••••=1 . r5 ..••=.4.4. . . , Motors . -,,_,,,.....,..... ............ ;. X:...: - X. . . _ .- .., ....,_ _.... .. . _ .. ... . —.. — ._ . Sens Lat - Usage Appiiences _ . . Other . .. : ... e •±1,it...r&.4-.... , _ . • .... . ci A COMMERCIAL LOAD CALCULATIONS (ROOM, ZONE or BLOCK LOAD) FILE cop Air Conditioning Contractors of America r:o. FORM 'This form designed to be with ACCA Manual N " Page 1 Subtotal . . _ . • - crr-!rslons, Tifpt - ECEIVEP - AUG -2 2007 PERM-ITENTEF 5. INFILTRATION fN/min . . w ` O 113 min X db Temp DID.. • • .. • .X Grains Dlff.. X 1.1 COOLINr I nwn �.�_ _ • • • • X0.88 7. SUPPLY DUCT HEAT GAIN ^vG Gain factor .... _., . • , X Line 8 Sensible Gain.. , , 8. ROOM, ZONE OR BLOCK DESIGN LOAD �a S Add duct gain (7) to Subtotal (6) Use this load to estimate the cooling CFM Cooiing CFM = .. • lin 8 Sensible) 9. VENTILATION NOTE: For return air ceilings db difference fNlmin , , A outdoor db •plenum db) fN /min .. , q •X db Temp Diff.. , , .../ .. • . Grains Dlff.. • • X .8 10. RETURN AIR LOAD FROM LIGHTING AND ROOF xoa of NOTE: fo for Lights ss recessed In a watts incandescent Lights ..... return air ceiling. Floureacent Lights ...... • • • ' ' ' • . • • • X3.4 ............ X4.1 NOTE: Use U value & ETD for roof with no ceiling, NOTE: Subtract the ceiling Toad, refer to No. 3. (Roof Load) Sq. Ft. U Factor .... .X.... ETD' '(ETD correction based on X • • ' • • • plenum temperature.) Tung Load credit ..... . 11. RETURN DUCT HEAT•GAIN Gain factor. , ,I, . • 2-77 12. TOTAL LOAnc nar _ X Line ° Sensible Gain. , 6e 13. DESIGN CONDITIONS (HEATING) inside db. • () minus Outside db . z Difference . Windows Exposure Sq. Ft. db X Factor Temp Diff ...... X.... ....X _ X Walls X .... X c Doors .. 1,;;. 6 � Q S O ..... x • li X . �� 41 .. X .. Iy Partitions , s • . ..... . • . �./ "i' 1 • . X . . . K-S. ... e or. X .... . . X ti �+.. X ... Roof Floors • x ........ b • X .... r / . . X .... ' � • .. X .... _ Roof /Csifing ... ' . 3r K.. X....! }.• ;<( ....... ,.,4... 15. INFILTRATION / .:. = fN(min. .... X db 16. SUBTOTAL HEATING LOAD FOR PA E irf.. , • C�� S 17. SUPPLY DUCT HEAT LOSS SPACE Loss factor .. . . e .G,3 . . . X Line 18 Sensible Gain . .. /.�� - 18. VENTILATION - fN /men . , 4/ 0 • 19. HUMIDIFICATION LOAD X db Temp Dar . , . r—] r, ft .. Inside RH (Desired . mez (ware ............. • ... • - , 00 x Brwnr ... • ...... . ) 0 gal /day ..... x lair) ft'min . . 20. RETURN DUCT HEAT LOSS - ,00 4csa factor .... • f .0.'1,.-:- . . • . X Line 18 Lose . ,67-1. /14:). 21. TOTAL I•IEATINC ._JAD ON EQUIPMENT Bt ( uh) Pape 1 Subtotal Sensible Latent 1 Glass Walls Doors NOTE Use 60% of installed watts for lights In return air ceiling. Motors Other Air Conditioning Contractors of America FORM N -1 1513 15th Street, N.W., Washington, D.C. .220036 /� /� /L ` -' of C /� /� � ECG A L 1 /� p E /7' � Phone For Name City State (..4 /hi Zip 9P !. g--1,.45r der' Ar, lsre___. Phone g...- �` 9.S ° t By: Contractor D / q try C SW City State_. !/tl/R Zia 9�1rAi 1. DESIGN CONDITIONS (COOLING) c (Time of Day 6 ?M ) (Daily Range / 9M) (Latitude V t /' a) Inside db " /} 0 RH SO /n b) Outside db �J F wb " r Grains 7 T� Outside db ® 3 p m V o (•) minus time of day corrections.) minus inside drybulb� �i__TD 2. SOLAR RADIATION HEAT GAIN THROUGH GLASS. Shading and/or Exposure Sq. Ft. Solar Factor Glass Factor X ..-rV ..... X ... i.!Y.... X X X X X X X X X X 3. TRANSMISSION GAINS Equivalent or db Exposure Sq. Ft. U Factor Temp 01(1 X X X COMMERCIAL LOAD CALCULATIONS (ROOM, ZONE or BLOCK LOAD) dx : x :: ........ :. y,13x ..... f ..�x . ( Y..X .... • .6. X X x X X ... Partitions Floors Roof R lling Ceili • �-/°� x yr X RA Ceiling Use Table 9a to determine the Temperature Difference Across a Retum Air Ceiling b. Lights & Others Appliances . .E�+f•jL�� Incandescent Lights Flourescent Lights 4. INTERNAL HEAT GAIN a. Occupants Number Sensible 4O x �� /d x Latent Watts --)' P '' .1 X3.4 . .��� X4.1 Load Usage N.P.H.P. Btuh Factor Factor X....X. x....x. X. ...x Sens Lai Usage X. •>'t 110 X.. . 'This term designed to be used with ACCA Manual N Page 1 Subtotal COOLING LOAD Sensible e to :1:s 5T Notes t Latent 117 5. INFILTRATION �0 P /min ... f t f .. . . .X db Temp Diff. /min ( /,°' .X 1.1 .. v • • :. .X Grains Diff...... ....X0.81 6. SUBTOTAL COOLING LOAD FOR SPACE 7. SUPPLY DUCT HEAT GAIN Gain factor ... O.O3 X Line 6 Sensible — Gain. � = 8. ROOM, ZONE OR BLOCK DESIGN LOAD Add duct gain (7) to Subtotal (6) Use this load to estimate the cooling CFM 9. VENTILATION NOTE: For return Sir ceilings db difference A (outdoor db -plenum db) ft; /min . (� .X db Temp DIN .X 1.1 ft lmin ... . . , • .X Grains DIN .X0.66 10. RETURN AIR LOAD FROM LIGHTING AND R•OF NOTE: add 40% of the Installed Incandescent Ughts watts for Lights recessed In a Flourescent Ughts retum air ceiling. NOTE: Use U value & ETD (Roof Load) for roof with no calling. Sq. Ft. U Factor ETD' X X NOTE: Subtract the ceiling *(ETD correction based on plenum temperature.) load, refer to No. 3. Ceiling Load Credit 11. RETURN DUCT HEAT GAIN (- I Gain factor 4 ' Q 7r X Line 6 Sculpts Gain ✓ (1" C 13. DESIGN CONDITIONS (HEATING) Inside db. (•) minus Outside db . = Difference . 14. TRANSMISSION LOSSES Windows Walls Doors Partitions Floors Roof Roof /Ceiling Exposure Sq. Ft. . moo: db Temp Diff Factor X X X • 6 X • Y l-. �.. . X X HEATING LOAD 15. INFILTRATION fN /min . .. .. X db Temp DIff .x1.1= 16. SUBTOTAL HEATING LOAD FOR SPACE 17. SUPPLY DUCT HEAT LOSS Loss factor .. .. o •O3 , • X Line 16 Sensible Gain . 18. VENTILATION ft /min (J •0 .. X db Temp Diff 19. HUMIDIFICATION LOAD inside RH (Desired 1(rdax (water) ft� /min - 100 x Btu /hr h gal/day x (air) ft' /min • 100 _ 20. RETURN DUCT HEAT LOSS Loss factor • 0 X Line 16 Loss ... � _ 21: TOTAL HEATING,LOAD_ON EQUIPMENT (Btuh) Load Pape 1 Subtotal Sensible Latent Alt ConditionIng Contractors of America 151316th Street. N.W., Washington, O.C. 20036 COMMERCIAL LOAD CALCULATIONS (ROOM, ZONE or BLOCK LOAD) FORM N -1 For. Name_ F7 F Ke4 QL VO. �q � Address Q v rr O� - 'Phone Ad ey Cantractor i� * f � i � a � u• S Q _ _. _ - P hon ' ZIp : 1:47EZli!� �c /'� i Phone � , j► Address ; State � > ✓ ZIO9 A } 1. DESIGN CONDITIONS (COOLING) (Time of Day v fO ) (Deny Range � 7 f ) (Latitude 6 ) a) Inside db 1 RH r 1) b) Outside db S 6 wb ° Grains 7 Outside db 3 p m ( -) minus time of day corrections v r (•) minus inside drybulb 7 0 ,_ T0. 2. SOLAR RADIATION HEAT GAIN THROUGH GLASS. Shading andlor Exposure Sq. Ft. Soles Factor - Glass Factor .: /f x , :3 . . x .,. 0.7.x... X X = x x _ x x = x' : - --- . : x _.... _ x -- x = 3. TRANSMISSION GAINS -- G lass Walls Doors Partitions Floors . Root Roof/Calling RA Ceiling Equivalent or db Exposure Sq. Ft. U Factor Temp Dtff .. y 8.7....x .. ... �. .. 6 : : ,p7! . : : :..: :.- x x x !$6 :X .... • d. X /il46/ X s Y/ X .. . � x x Use Table 9a to determine the Temperature Difference Across a Return Air Ceiling ..- l/.2,..x ..... f6.Z..x .. 4. INTERNAL HEAT GAIN a. Occupants Number Sensible Latent ...? C . x .... - /�? ... . b. Lights & Others . NOTE: Use 80•/. of incandescent Lights �� X 3.4 = Installed watts for Ftourescent Ughts . ....Qd . • X 4.1 = lights In return air ceiling Load Usage `Crr ! 47!!.:!N N.P.H.P. - = Sluh "'"'Fsetor 'FaetoC -F-..- __— . Appliances Other .. Sens 1.at - Usage .... _,.X: X.._. • X:... X. - x. 'This form designed to be used with ACCA Manual N Page 1 Subtotal COOLING LOAD Sensible . .x.9.8.,. • 4; o. • Notes Latent 117 5. INFILTRATION ,, gy ftslmin ... X db Temp Diff ... X 1.1 fNlmin .. 3 ; 8' .. X Grains Diff 7 ... X0.68 6. SUBTOTAL COOLING LOAD FOR SPACE 7. SUPPLY DUCT HEAT GAIN 3 d Gain 'factor .... er. 0. 2 . . . X Line 6 Sensible Gain f 11 8. ROOM , ZONE OR BLOCK DESIGN LOAD Add duct gain in to Subtotal (6) • Use this load to estimate the cooling CFM (Line 6 Sensible) Cooling CFM • (1.1 x j = 9. VENTILATION � u / 12t ft /min LLAGb fts /min .. 10. RETURN AIR LOAD NOTE: add 40% of the Installed watts for Ughts recessed in a return air ceiling. NOTE: Use U value & ETD for roof with no ceiling. NOTE: Subtract the ceiling load, refer to No. 3. 11. RETURN DUCT HEAT GAIN NOTE For return air ceilings db difference p.. (outdoor db - plenum db) Q .X db Temp Diff y y • .X 1.1 .44 ... X Grains Diff 7 X0.68 = FROM LIGHTING AND ROOF Incandescent Lights X3.4 = Flourescent Lights X4 1 = (Roof Load) Sq. Ft. U Factor ETD* X X '(ETD correction based on plenum temperature.) Ceiling Load Credit Gain factor • 0 � " X Line 6 Sensible Gain. .3 2 -g 6 _ tc/ 12. TOTAL LOADS ON EQUIPMENT (Btuh) L/• X70 9 /o — • 4< 4/ 4/0 9 -: 0 4.sgyg t?ODO /Too = 3 • g ToAJ — !,e To/ 13. DESIGN CONDITIONS (HEATING) 11 a // Inside db . ( -) minus Outside db . = Difference . "�- -- <e � o 14. TRANSMISSION LOSSES Windows Exposure Sq. Ft. • ..:;10 Wails ai ".. : .. x. ..G ?� ...x �.. G(Q. x ....n :••; s>�... Doors .. ::::/,;.. X . ...t . x Partition. X Floors ...... % 3 x .. . . ,, . U x .... � ., . . Roof ...... r 20. X ....I. 1 .1 X Roof /Ceiling ... . X x 15. INFILTRATION 1N /min 3 2 S_ X db Temp Diff 16. SUBTOTAL HEATING LOAD FOR SPACE 17. SUPPLY DUCT HEAT LOSS Loss factor a 3 18. VENTILATION X Line 16 Sensible Gain . (SuPPly TD) r- db Factor Temp Diff x ..... X x x ....•L i S‘6 r . .x .. > S' Pape 1 Subtotal x 1.1 -= X db Temp DUI 19. HUMIDIFICATION LOAD inside Rri (Desired )(Max tt'Imin 100 x Btu/nr ) - .. 2 trTOTAD'HEATING LOAD ON EQUIPMENT (Btuh) .. : �_ -- x 1 = _ Sensible 2 -7890 D— 0 ) 0- 3 � 2 o t Load 7 ? • • • / /0-3- /6s Ho is , v/4 HEATING LOAD Notes Latent Terry ran r,quipiuc Equip. ID ta..«.,..M Brand Name Model No. 1 CFM SP' HP /BHP Flow Controls Location of Service , 11U TO A �/ / LW A) -- P 0 . ro 0 _ 5 • s`. ..,, `r.s ,.. 1 - /E-Ci eco Al c— .s7 - AP ce .v7 /U 4110 /) ti(/ rc" /1!- s 0 :f`d t^ 4- r•. A'e , '7/( Mechanical Summary MECH -SUM 1997 Washington State Nonresidential Energy Code Compliance Forms Project Info Compliance Option 1997 Washington State Nonrestaenuat rnergy t;;oue wm ii jiw Project Address . B Keg ,BL ✓U _ / 'ei'V /e c 170 eR AW .d' G ✓O Applicant Name: / < L applicant Address: Applicant Phone: f3O Project Description J6&CMLL /4) -44NO -rO C Rs / E- j� c2F Tai° cm/ 17 . Briefly describe mechanical system type and features. Simple System ❑ Complex System (See Decision Flowchart (over) for qualifications) Equipment Schedules The following information is required to be incorp9rated with the mechanical equipment schedules on the plans. For projects without plans, fill In the required information below. Cooling Equipment Schedule Equip. ID 7- Brand Name Model No. K9 Capacity 6D000 48 ffi9c &it e R� /1A 4-L pj & 71 Total CFM ?-ovd 1 OD X00 OSA CFM Econo (l 8 0 '7 2-o SEER or EER ( IPLV Location Heating Equipment Schedule Equip. ID Brand Name' 21-16M 'Het ivI Model No. £L th ci74C- ek n vecL(oC Opt ?Zan- Capacity Total CFM OSA cfm Econo Input Btuh 1tXC /� r ?CO Ma Output Btuh ,•' a"t' O moo Efficiency' 1 11 available. 2 As tested according to Table 141, 14-2 or 14-3. ' If required. 5 Flow control types: VAV, constant volume, or variable speed. Sc) ❑ Systems Analysis Date 9 First Edition = June 1095 0 For Building Dept. Use 4 COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 1994 Washinaton State Nonresidential Enemy Code Compliance Form Mechanical:Appiicant/Reviewer /Inspector Checklisfi MECH -C 1994 Washington State Nonresidential Energy Code ComOwnce Fortes SERVICE WATER HEATING AND HEATED POOLS (Sections 1440-1454) 1440 Service water htg. yes n. a. 1441 "Elec. water heater Indicate R-1 insulation under tank yes n. a. 1442 Shut -off controls Indicate automatic shun -off 145• Heated pouts a. a. 1452 Pool water heaters indicate not electric restsance 1453 Pool heater controls - Indicate switch and 65 d egree contr n.a. 1 Pool covers Indicate vapor retardant cover Project Address The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability ` Code (circle) I I Section ( 'Information Required HVAC REQUIR ,1ENTS (Sections 1401 -1424) Indicate R -12 pool cover If "n.a." is circled for any question, provide explanation: Date Second Edition - June Location I Building Departm, on Plans Notes rsov- uss - u1 11:56A 1994 Washi -ton State Nonresidential Ener • Code Co a fiance Form Mechanical Summary (back System Desciiption It H f a w canslartt tram See Section 1421 toe full description of ar Cooling Onty: Q SOIit system? Simple System qualifications. If Heating OnIY: Decision Flowchart ' System Type lfeatyn opting - -- — - -� - -� Constant or Cooling Only Volume? no yeS •. Heating Only : <5000 dm ? yes no. <70% OA - yes no Start Y Use thus fiowchatf to detennne a project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used Reference ; Sec. 1421 Includes Econo ? no T ? yes '54,000 Btuh• no 1900 dm? • yes yes Packaged System? no Reference I Sec. 1423 J - Alf Cooled' • no Packaged sys9 ' <54.000 Btuh? © Eoonorn¢et included? • Split • _ } System? no yes I F <54.000 Mutt tar 1900 dm? no Use Complex Reference S S ec. 1430 1 Complex Systems Refer to MECH COMP Mechan,cat Complex Systems tor sasistance in determining *tech Complex Systems requirements ere apptieabte to trios protect. P. 04 C RKKA- STANDARD EFFICIENCY SERIES NOMINAL SIZES 3 -7.5 TONS [10.6 -26.4 kW] RKMA- HIGH EFFICIENCY SERIES NOMINAL SIZES 3 -6 TONS [10.6 -21.1 kW] GENERAL DATA -RKMA- SERIES VOM. SIZES 3-6 TONS [110.6 -21.1 kW] ENERGYSTAR COMPLIANT THRU 12/31/03 Model RNIJIA -Series A048CKO8E A048CK1OE A048CK13E A048CLO8E :ooffng Pedormancet CONTINUED - Gross Cooling Capacty Btu (kW) EER/SEER= - Nominal CFM/ARI Rated CFM [Us] ARI Net Coding Capacity Btu (kW) Net Sensible Capacity Btu [kW] Net latent Capacity Btu [kW] Net System Power kW leafing Performance (Package Gas/Electrie” Heating Input Btu [kW] Heating Output Btu (kW] Temperature Rise Range - F ('C) AFUE % Steady State Efficiency ( %) No. Burners No. Stages Gas Connection Pipe Size in. [mm) ompressor No./Type utdoor Sound Rating (d8)5 utdoor Cott -Fla Type Tube Type Tube Size in. [mm) 00 Face Area sq. 11. [sq. m] Rows / FPI (FPcm) door Coil -Fin Type Tube Type Tube Size in. [mm) Face Area sq. ft. [sq. m) Rows / FPI [FPcm) Refrigerant Control Dram Connection No./Size in. [mm) itdoor Fan - Type No. Used/Diameter in. [mm] Drive Type /No. Speeds CFM (Us] No. Motors/HP Motor RPM door Fan -Type No. Used/Diameter in. (mm) Drive Type/No. Speeds 9o. Motors Motor HP Motor RPM Motor Frame Size ter -Type :urnished No.) Size Recommended in (mmJ Irlgerant Charge Oz. (g) rights Jet Weight ihs (kg) iMp Weight Ibs (kg] e Page 64 for Notes 50,000 [14.6) 10.5/12 1600/1600 [755/755) 48,000 (14.1) 35,500 [10.4] 12,500 [3.7) 4.6 80,000 [23.4) 64,800 [19) 30-60 [16.7/33.3) 80 81 4 1 0.5 [12.7) 1/Copeland Scroll 78 Louvered Smooth 0.375 [9.5) 16.56 [1.54) 2/22(9) Louvered Smooth 0.3125 [7.9) 5.17 [0.48] 5/13(5) TX Valves 1/1 [25.4] Propeller 1/24 (609.6) Direct/1 3700 [1746] 1 at 1/3 HP 1075 FC Centrifugal 1/11x11 (219.4x279.4) Direct/3 1 1/2 1725 48 Disposable Yes (1)1x16x25 [25x406x635) (1)1x16x25 (25x406x635) 176 14990) 580 (263) 587 (266) 50,000 [14.6) 10.5/12 1600/1600 (755/755) 48,000 [14.1) 35,500 [10.4) 12,500 [3.7) 4.6 100,000 (29.3) 81,000 [23.7] 40-70 (22.2/38.9) 80 81 5 1 0.5 (12.7) 1/Copeland Scroll 78 . Louvered Smooth 0.375 [9.5) 16.56 (1.54) 2/22 [9] Louvered Smooth 0.3125 (7.91 5.17 (0.48) 5/13(5) TX Valves 1/1 [25.4) Propeller 1/24 [609.6) Direct/1 3700 (1746) 1 at 1/3 HP 1075 FC Centrifugal 1 /11x11 [279.4x279.4) Direct/3 1 1/2 1725 48 Disposable Yes (1)1x16x25 (25x406x635) (1)1x16x25 125x406x6351 176 (4990) 580(263) 587 (266) 50.000 [14.6] 10.5/12 1600/1600 [755/755) 48,000 [14.1) 35,500 (10.41 12.500 (3.7) 4.6 135,000 (39.6) 109,400 (32.1) 50 -80 [27.8/44.4} 80 81 6 0.5 [12.7) 1/Copeand Scroll 78 Louvered Smooth 0.375 [9.5] 16.56 (1.54) 2 / 22 (9) Louvered Smooth 0.3125 (7.9) 5.17 [0.48) 5 / 13 (5) TX Valves 1/1 [25.4) Propeller 1/24 [609.6) DirecV1 3700[1746) 1 at 1/3 HP 1075 FC Centrifugal 1/11x11 [279.4x279.4) Direct/3 1 1/2 1725 48 Disposable Yes 1) tx16x25 (25x406x635) 1) 1x 16x25 (25x406x635) 176 (4990) 585 (265) 592 (269) 50,000 [14.6] 10.5/12 1600/1600 (755/755) 48,000 [14.1) 35,500 (10.4) 12,500 (3.7) 4.6 80,000 (23.4) 64,800 (19) 30-60 (16.7/33.3) 80 81 4 1 0.5 [12.7] 1 /Copeland Scroll 78 Louvered Smooth 0.375 (9.5J 16.56 [1.54) 2/22[9] Louvered Smooth 0.3125 [7.9) 5.17 (0.48) 5 / 13 [5) TX Valves 1/1 [25.4) Propeller 1/24 (609.6) Direct/1 3700 (1746) 1 at 1/3 HP 1075 FC Centrifugal 1/11x11 [279.4x279.4) BelWariable 1/2 1725 56 Disposable Yes (1)1x16x25 (25x406x635) (1)1x16x25 125x406x635J 176 0990) 580 (263) 587 (266( ( ) Designates Metric Conversions Z'..5i :tom GENERAL DATA RKKA- SERIES NOM. SIZES 3-7.5 TONS [10.6 -26.4 kW] ASHRAE 90.1 -1999 COMPLIANT MODELS Model RtTUI- torte: A868.8(13E • A860JK13x Cooling Performance' Gross Cooling Capacity OW [kW] EER/SEER2 Nominal CFWARI Rated CFM [Us] MI Net Cooling Capacity Btu Dm Net Sensible Capacity Btu [kW] Net Latent Capacity Btu (kW] Net System Power kW Heatinng Performance (Package Gas/Elechfc)e Heating Input Btu [kW] Heating Output Btu [kW] Temperature Rise Range 'F ['C] AFUE % Steady State Efficiency ( %) California Seasonal Eff. (%) No. Burners Na. Stages Gas Connection Pipe Size in. [mm] Compressor Nolfype Outdoor toned Rating (d9)< Outdoor Coll Flt Type Tube Type Tube Size in. [mm] 0D Face Area sq. ft [sq. m] Rows / FPi [FPcm] k.door Coll Fin Type Ate Type Tube She in. [mm] Face Area sq. ft [sq. in] ,.tows / FPi [FPcmj Refrigerant Control Drain Connection No/Size In. [mm] Outdoor Fan Type No. Used/Diameter in. [mm) Drive lype/No. Speeds CFM [Us] No. Motors/HP Motor RPM Indoor Fan Type No. Used/Dlameter In. [mm] Drive Type No. Speeds No. Motors Motor HP Motor RPM Motor Frame Size Fitter Type Furnished (No.) Size Recommended in. (mm] Refrigerant Charge Oz. [g] Weights Net Weight lbs. [kg] Ship Weight lbs. [kg] See Page e4 for Notes. 63,000 [18.5] 9.3/10.1 2000/2000 [944/944] 60.000 [17.6] 44,000 [129] 16,000 [4.7] 6.5 135,000 [39.6] 106,500 [312] 40-70 [22.2/38.9] 80 79 76 6 1 0.5 [127] 1/Copeland Scrol 78 Louvered Smooth 0.375 [9.5] 16.56 [1.54] 1.5/18[7] Louvered Smooth 0.3125 [7.9] 5.17 [0.48] 5/14[6] Capillary Tubes 1/1 [25.4] Propeller 1/24 [609.6] Direct/1 3700 [1746] 1 at 1/3 HP 1075 FC Centrifugal 1/11x11 [279.4x279.4] Direct/3 1 3/4 1725 48 Disposable Yes (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x835] 131 [3714] 578(262] 585 [265] 31 63,000 [18.5j 9.3/10.1 2000/2000 [944A44] 60,000 [17.6] 44,000 [12.9] 16.000 (4.73 6.5 135,000 [39.6] 106,500 [312] 40-70 [22.2/38.9] 80 79 76 6 1 0.5 (12.7] 1/Copeland Scrol 78 Louvered Smooth 0.375 [9.5] 16.56 [1.54] 1.5/18[73 Lowered Smooth 0.3125 [7.9] 5.17 [0.48] 5/14[6] Capillary Tubes 1/1 [25.4] Propeller 1/24 [609.6] Direct/1 3700[1746] 1 at 1/3 HP 1075 FC Centrifugal 1/11x11 [279.4x279.4] Direct/3 1 3/4 1725 48 Disposable Yes (1)1x16x25 (25x406x635J (1)1x16x25 [25x406x635] 131 [3714] 578 [262] 585 [265] 573 [260] 580 [263] A660n10E 63,000 [18.5] 9.3/10.1 2000x2000[944/944] 60,000 [17.6] 44,000 [12.9] 16,000 [4.7] as 100,000 [29.3] 81,000 [23.7] 2555 [13.9/30.6] 80 81 5 1 0.5 [12.7] 1/Copeland Scroll 78 Louvered Smooth 0.375 [9.5] 16.56 [1.54] 1.5/18[7] Louvered Smooth 0.3125(7.9] 5.17 [0.48] 5/14[6] Capillary Tubes 1/1 [25.4] Propeller 124 [609.6] Dfrnd/f 3700[1746] 1 at 1/3 HP 1075 FC Centrifugal 1/11x11 [279.4x279.4] BelWariable 1 3/4 1725 56 Disposable Yes (1)1x16x25 [25x406x635] (1)1x1645 [25x406x635] 131 [3714] A060YL13E CONTINUED -s 63,000 [18.5] 9.3/10.1 20002000 [944/944] 60,000 [17.6] 44,000 [12.9] 16,000 [4.7] 6.5 135,000 [39.6] 109,400 [32.1] 40-70 [22.2/38.9] 80 81 6 1 0.5 [12.7] 1/Copeland Scroll 78 Louvered Smooth 0.375 [9.5] 16.56 [1.54] 1.5/18[7] Louvered Smooth 0.3125 [7.9] 5.17 [0.48] 5/14[6] Capillary Tubes 1/1 [25.4] Propeller 124 [609.6] Direct/1 3700 [17463 1 at 1/3 HP 1075 FC Centrifugal 1/11x11 [279.4x279.4] BelWariable 1 3/4 1725 56 Disposable Yes (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] 131 [3714] 578 [262] 585 [265] [ ] Designates Metric Conversions GENERAL DATA RKMA- SERIES NOM. SIZES 6TON [21.1 kW] ASHRAE 90.1 -1999 COMPLIANT MODELS Model RKMA Series AO72CL10E A072CL13E CONTINUED --r Cooling Performance' Gross Cooling Capacity Btu [kW) EER/SEER2 Nominal CFM/ARI Rated CFM [Us] ARI Net Cooling Capacity Btu [kW] Net Sensible Capacity Btu (kW) Net Latent Capacity Btu [kW] Integrated Part Load Values Net System Power kW Heating Performance (Package Gas/Electric)s Heating Input Btu (kW) Heating Output Btu [kW) Temperature Rise Range 'F ['C) AFUE Steady State Efficiency (%) No. Burners No. Stages Gas Connection Pipe Size in. [mmj Compressor NoJType Outdoor Sound Rating (d6)s Outdoor Coll -Fin Type Tube Type Tube Size In. (mmj OD Face Area sq. ft. [sq. m) Rows / FPI [FPcmj Indoor Colt --Fin Type Tube Type Tube Size in. [mm) Face Area sq. ft. (sq. mj Rows / FPI [FPcm) Refrigerant Control Drain Connection No/Size in. [mm) Outdoor Fan -Type No. Used/Diameter in. [mm) Drive Type/No. Speeds CFM [Us) No. Motors/HP Motor RPM Indoor Fan -Type No. Used/Diameter in. [mm) Drive Type/No. Speeds No. Motors Motor HP Motor RPM Motor Frame Size Filter -Type Furnished (No.) Size Recommended in. [mm) Refrigerant Charge Oz. (Sys. 1/Sys. 2) [g] Weights Net Weight lbs. (kg] Ship Weight lbs. [kgJ See Page 37 for Notes. 75,000 (22) 10.3/NA 2400/2400 (1133/1133) 72,000 [21.1) 53,000 (15.5] 19,000 (5.6j 11.5 7 100,000 [29.3) 81,000 [23.7) 20 -50 (11.127.8] 80 81 5 1 0.5 [12.7) 2/Copeland Scroll 83 Louvered Rifled 0.375 [9.5) 16.56 (1.54] 2/22[9) Louvered Rifled 0.375 [9.51 6.5 [0.6) 4/12[5] Capillary Tubes 1/1 [25.4) Propeller 1/24 [609.6] DirecV1 4000 [1888) 1 at 1/3 HP 1075 FC Centrifugal 1 / 11 x 1 2[279.4x304.8j Belt/Variable 1 1 1/2 1725 56 Disposable Yes (4)2x16x16 151x406x406 88/88 (24952495) 608 (276) 615 (279) 2/Copeland Scroll 83 Louvered Rifled 0.375 [9.5] 16.56 [1.54) 2/22(9] Louvered Rifled 0.375 [9.5) 6.5 (0.6) 4/12[5) Capillary Tubes 1/1 [25.4) Propeller 1/24 [609.6] Direct/1 4000 [1888) 1 at 1/3 HP 1075 FC Centrifugal 1 / 11 x 1 2[279.4x304.8j BeltNariable 1 11/2 1725 56 Disposable Yes ] (4)2x16x16 (51x406x406J (4)2x 88/88 (2495/2495) 34 75,000 (22] 10.3/NA 2400/2400 [1133/1133) 72,000 [21.1) 53,000 (15.5) 19,000 (5.6) 11.5 7 135,000 (39.6) 109.400 [32.1) 30-60 [16.7/33.3] 80 81 6 1 0.5 (12.7) 608 (276) 615 (279) 75,000 (22) 10.3/NA 24002400 (1133/1133) 72,000 (21.1) 53.000 (15.5] 19,000 [5.6) 11.5 7 100,000 [29.3) 81,000 (23.7) 20-50 (11.127.8) 80 81 5 1 0.5 [12.7) 2/Copeland Scroll 83 Louvered Rifled 0.375 [9.5] 16.56 (1.54) 2 / 22 (9) Louvered Rifled 0.375 [9.51 6.5 [0.6] 4/12(5] Capillary Tubes 1/1 [25.4) Propeller 1/24 [609.6) DirecV1 4000 [1888) 1 at 1/3 HP 1075 FC Centrifugal 1 / 11 x 12 [279.4x304.81 BelWariable 1 1 12 1725 56 Disposable Yes 16x16 [51x406x406] 88/88 [24952495) 615 (279] 608 (276) A072CM10E A072CM13E 75,000 (22) 10.3/NA 2400 / 24 0011133/1133] 72,000 (21.1) 53,000 [15.5) 19,000 [5.6] 11.5 7 135,000 [39.6) 109,400 [32.1) 30 -60 [16.7/33.3) 80 81 6 1 0.5 (12.7) 2/Copeland Scroll 83 Louvered Rifled 0.375 [9.5) 16.56 [1.54) 2 / 22 [9] Louvered Rifled 0.375 [9.5) 6.5 [0.6] 4/12(5) Capillary Tubes 1/1 (25.4) Propeller 1/24 [609.6] Direct/1 4000 [1888) 1 at 1/3 HP 1075 FC Centrifugal 1 / 11 x 1 2[279.4x304.8) BeltNariable 1 1 1/2 1725 56 Disposable Yes (4)2x16x16 [51x406x406] 88/88 (2495/2495) 615 (279] 608 (276) [ ) Designates Metric Conversions ENTERING INDOOR AIR 0 80•F [28.7•C1 dbE Os wbE 711 (21.7°C) 8rF I1L4'M7 431117.2°C) CRAM 2000104.01 16001755.11 12001666.11 2000 1643.03 16001755.1) 12001555.13 20001043.03 11601755.11 12001560.21 DR m .18 .14 .01 .11 .14 is .18 .14 .11 Total BUN 0(19) 54.2 [15.88] 51.9 (1521) 49.7 (14.57] 52.9 [15.50] 50.6 (14.83] 48.3 [14.16) 51.0 [14.95] 48.7 (1427] 46.5 [13.63] 123.9] Sens STUN 0(19] 34.8 [10.14] 302 [8.85] 25.8 [7.56] 42.1 [12.34] 37.7 [11.05] 33.3 [9.76] 48.4 [14.18] 44.1 112.921 39.7 [11.63] a Power 3.6 3.5 3.5 3.6 3.5 3.5 3.6 3.5 3.4 60 Total BTUH 0(191 Sans BTOH [kW] 54.1 (15.86] 34.7 (10.17] 51.8 [15.18] 30.3 49.5 [14.511 25.9 52.7 [15.44] 42.3 50.4 [14.77) 482 [14.13] 50.9 [14.92] 48.6 [1424] 46.3 (1357) u 0 125.7] Pow er 3.9 [8.88] 3.8 [7.59] 3.7 (12.40] 3.9 37.9 [11.11] 3.8 33.5 [9.82] 3.7 48.6 [1424] 3.8 442 [1295] 3.7 39.8 [11.66] 3.6 o R 1 ] Total BTUH 1kW] Sens BTUH 0(19] 54.0 [15.83] 34.7 (10.171 51.7 [15.15] 30.3 [8.88] 49.4 [14.48] 25.9 (7.59] 52.7 [15.44] 42.3 [12.40] 50.4 [14.77] 37.9 (11.111 48.1 [14.10] 33.5 [9.82] 50.8 [14.89] 48.6 [1424] 485 (1421] 442 [12.95] 462 [1354] 39.8 (11.66) D Power 4.1 4.0 3.9 4.1 4.0 3.9 4.0 3.9 3.8 R Total BTUH [kW] 53.9 (15.80] 51.7 [15.15] 49.4 [14.48] 52.6 [15.42] 50.3 [14.74] 48.1 [14.10] 50.7 [14.86] 48.5 [1421] 462 [13.54] B (32.2] Sens BTUN 0(19] Power 34.6 [10.14] 4.3 302 [8.85] 4.2 25.8 [7.56] 4.1 422 [12.37] 4.3 37.8 [11.08] 42 33.4 [9.79] 4.1 48.5 (1421] 4.2 44.1 [12.92] 4.1 39.7 [11.63] 4.1 L 95 Total STUN OkW] 53.7 [15.74] 51.5 (15.09] 49.2 [14.42] 52.4 [15.36] 50.1 (14.68] 47.9 (14.09) 50.6 [14.83] 48.3 [14.16] 46.0 [13.48] B [35] Sens STUN [kW] 34.5 [10.11] 30.1 [8.82] 25.7 [7.53] 42.0 [12.31] 37.6 [11.02] 332 [9.73] 48.4 [14.18] 44.0 [12.90] 39.6 [11.611 T Power 4.5 4.4 4.3 4.5 4.4 4.3 4.5 4.4 4.3 E 100 Total 1711H 1kW] 53.3 [15.62] 51.0 [14.95] 48.7 (1427) 52.0 [1524) 49.7 [1457] 47.4 [13.89] 50.1 [14.68] 47.8 [14.01] 45.5 [13.33] e [37.8] Setts BTUH [kW] Power 34.3 [10.05] 4.7 30.0 [8.79] 4.6 25.6 [7.51] 4.6 41.9 [1228] 4.7 37.5 [10.991 4.6 33.1 [9.70] 4.5 482 [14.13] 4.7 43.8 [12.84] 4.6 39.5 [11.58] 4.5 R Total STUN 1kW] 52.5 [15.39] 502 [14.71] 47.9 [14.04] 51.1 [14.98) 48.9 [14.33] 46.6 [13.66] 49.3 [14.45] 47.0 [13.77] 44.7 [13.10] T [40 Sens STUN [kW] 34.3 [10.05] 29.9 [8.76] 25.5 [7.47) 41.9 [1228] 375 [10.99] 33.1 [9.70] 482 [14.13] 43.8 [12.84] 39.4 [11.55] R Po 5.0 4.9 4.8 5.0 4.9 4.8 4.9 4.8 4.7 118 Total BTUH 1kW] 51.1 [14.98] 48.8 [14.30] 46.6 (13.66) 492 [14.59] 47.5 [13.92] 452 [1325] 47.9 [14.04] 45.6 [13.36] 43.4 [12.72] E [ 43. 5 ] Sens STUN [kW] Power 34.4 [10.08] 30.0 [8.79) 25.6 [7.51) 42.0 [12.31] 37.6 [11.02] 332 [9.73] 47.9 (14.04) 43.9 (12.87) 395 [11.58] I 5.2 5.1 5.0 5.2 5.1 5.0 5.1 5.0 4.9 115 Total BUM [kW] 49.1 [14.39] 46.9 (13.74) 44.6 [13.07] 47.8 (14.01) 45.5 [13.33] 43.3 [12.691 46.0 (13.481 .43.7 [12.81) 41.4 [12.13] [461] Sens BTUH [kW) Power 34.7 [10.17) 5.4 30.3 [8.881 5.3 25.9 [7.59] 52 42.3 [12.40] 5.4 37.9 (11.11) 5.3 33.5 (9.82) 5.2 46.0 [13.48] 5.3 43.7 (12.81] 52 39.8 [11.66] 5.2 SYSTEMS PERFORMANCE RKKA- SERIES 3ROSS SYSTEMS PERFORMANCE DATA A048 ENTERING INDOOR AIR @ 80•F (28.7°CI dbE 0) wbE CFM MI DR 0) 0 U T D 0 0 R D R Y B U B T E M P E R A T U R E Cc] 75 [23.91 so 128.7] 85 [29.41 g0 [32.21 95 [35) 100 [37.8] 105 [40.61 110 [43.3] 115 [46.11 Total BTUH [kW] Sens BTUH 15W] Power Total BTUH [kW) Sens STUN 1kW] Power Total STUN [SW) Sens BTUH [SW] Power Total STUN (SW] Sens STUN [SW] Power Total STUN 0(W) Sens BTUH (SW] Power Total STUN [SW] Sens STUN ON] Power Total STUN [kW] Sens BTUH [kW) Power Total STUN [SW] Sens 8T1IN [kW] Power Total STUN [SW) Sens BTUH [kW] Power 71°F [21.7°CI 250011171.11 .16 72.7 [21.31] 46.0 [13.48) 4.6 722 [21.161 45.5 13.331 4.9 71.4 [20.93) 45.0 [13.19] 705 [20.66] 44.5 [13.04] 5.5 69.3 (20.31] 43.9 [12.87] 5.8 67.8 [19.87] 43.3 [12.69] 6.0 66.0 (19.34] 42.4 [12.43) 6.3 63.8 (18.70) 41.3 [12.10] 6.6 612 [17.94] 39.9 [11.69] 6.9 moo [94.11 .14 69.8 [20.46) 405 (11.87] 4.5 69.3 [20.31] 40.0 [11.72) 4.8 68.6 [20.10) 39.5 (11.58) 5.1 67.6 [19.81] 39.0 [11.43) 5.3 66.4 [19.46] 385 [1128] 5.6 64.9 [19.02] 37.8 [11.08] 5.9 63.1 [18.49] 37.0 [10.84] 6.2 60.9 [17.85] 35.9 [10.52] 6.5 58.4 [17.12] 34.5 [10.11] 6.8 1500 (717.13 .01 66.9 [19.61] 35.0 [1026) 4.3 66.4 [19.46) 34.510.11] 4.6 65.7 [1925] 34.0 [9.96] 4.9 64.8 [18.99] 33.5 [9.82) 5.2 63.5 [18.61) 33.0 [9.67] 5.5 62.0 [18.17] 32.3 [9.47] 5.8 602 [17.64] 31.5 [9.23] 6.1 58.1 [17.03] 30.4 [8.91] 6.4 55.5 [16.27] 29.0 [8.50] 6.7 17°F (10.4%1 2500 11171.11 .16 69.3 [2021] 54.6 [16.00] 4.5 68.8 [20.16] 54.0 [15.83) 4.8 68.1 [19.96] 535 [15.68] 5.1 67.1 [19.66] 53.1 (1556] 5.4 65.9 [19.31] 52.5 [1539] 5.7 64.4 [18.87) 51.9 [1521] 6.0 62.6 [18.35] 51.0 [14.95] 6.3 60.4 [17.70) 49.9 (14.62) 6.6 57.9 [16.97] 48.5 [14.21] 6.9 2001 114.1 .14 66.4 [19.46] 49.1 [14.39] 4.4 65.9 [19.31] 485 [1421) 4.7 652 [19.11] 48.1 [14.10] 5.0 642 [1822] 47.6 [13.95] 5.3 63.0 [18.46] 47.0 [13.77] 5.8 61.5 [18.02] 46.4 [13.60) 5.9 59.7 [17.50) 45.5 [13.33] 6.2 575 [16.85] 44.4 [13.01] 6.5 55.0 [16.12] 43.0 [12.60) 6.8 1500173.1 .11 63.6 [18.64) 43.6 [12.78] 4.3 63.0 (1846] 43.1 [12.63] 4.6 62.3 [1826] 42.6 [12.48] 4.9 61.4 [17.99] 42.1 [12.34] 52 602 [17.64] 41.5 (12.16) 5.5 58.7 [1720] 40.9 [11.99] 5.8 56.8 (16.651 40.0 (11.72] 6.1 54.7 [16.03) 38.9 [11.40] 6.4 52.1 [1527] 37.5 (10.99] 6.7 5rF[17.rCI 2500 1117$.1 .10 65.8 [1928) 62.7 [18.38] 4.4 653 (19.14] 62.1 [18.20] 4.7 64.6 [18.93] 61.6 [18.05] 5.0 63.6 [18.64) 61.1 [17.91] 5.3 62.4 (1829] 60.7 [17.79] 5.6 60.9 (17.85] 60.0 [17.58] 5.9 59.1 [17.32] 59.1 [17.32] 6.2 56.9 [16.68) 56.9 (16.68] 8.5 54.4 (15.94) 54.4 [15.94] 6.8 20tH 1043.11 .14 62.9 [18.43) 572 [16.76) 4.3 62.4 [1829] 56.6 [16.59] 4.6 61.7 [18.08] 562 (16.47) 4.9 60.8 [1722) 55.7 [1632] 5.2 59.6 [17.47) 55.1 [16.15] 5.5 58.0 (17.00) 54.5 [15.97] 5.8 562 (16.47) 53.6 [15.71) 6.1 54.1 [15.86] 52.5 [15.39] 6.4 51.5 [15.09) 51.1 [14.98) 6.7 1569 1707.11 .11 60.1 [17.61] 51.7 15.15) 4.2 59.6 [17.47] 512 15 .01] 4.5 582 (17.23) 50.7 [14.86] 4.8 57.9 [16.97] 502 [14.71] 5.1 56.7 (16.62] 49.6 [14.54] 5.4 552 [16.18] 49.0 [14.36) 5.7 53.4 [15.65] 48.1 [14.101 6.0 512 [15.01] 47.0 [13.77] 6.3 48.6 [14.24] 45.6 [13.36] 6.5 .c Depression ratio dbE Entering air dry bulb - wbE Entering air wet bulb Total Total capacity x 1000 BTUH Sens Sensible capacity x 1000 BTUH Power KW input NOTES: O When the entering air dry bulb is other than 80 °F [27 °C], ad ust the sensible capacity from the table by adding [1.10 x CFM x (1 DR) x (dbE 80)]. [ ] Designates Metric Conversions 66 Capacity 5 Ton [17.58 1W] -10 312 SEER -- 100,000/135.000 BTUIHR 129.31/39.58 IMf] Heat ng Input pis HP 559 W]) Operation Heating Cooling Voltage 480 480 Motor Speed Low Med. High Low Med. High CFM [us] Watts CRN [Lh1 W [1/51 W CFM [1151 W CPA C [1./51 W CFlle 11/91 w CFM [us] W .10 E.S.P. [.025 kPaJ - - - - 2400 1133 I 1 1080 - - - - 2400 [1133] 1080 [2050 kP - - - - 2380[1123] 1070 - - - - 2380[1123] 1070 1.075 kPa] - - - - 2260 [1067] 1030 - - - - 2260 [1067] 1030 .40 E.S.P. [.10 kPa] - - - - 2180 11029 J 980 - - - - 2180 [1029] 980 .50 E.S.P. [.12 kPaJ - - - - 2100 [ 991 ] 960 - - - - 2100 (991] 960 .60 E.S.P. [.15 kPa] - - - - 2000 [9441 930 - - - - 2000 [944] 930 .70 1.17 kPal - - - - 1900 [897] 880 - - - - 1900 [897] 880 .80 E.S.P. (.20 kPa] - - - - 1600 [7551 820 - - - - 1600 [755] 820 NOTES: 1. Data shown is with dry coil conditions. See wet coil pressure drop_ 2. rata incl r finArs r , nee�....s. ■,_..... ....,_.____ AIRFLOW PERFORM DIRECT. DRI VE RKKA/RKMA- SERIES Capacity Operation Voltage Motor Speed CFM [1151 Watts .10 E.S.P. (.025 kPa) 20 ES.P. (.050 kPaJ .30 ES.P. (.075 kPal .40 ES.P. [.10 kPaJ .50 ES.P. [.12 kPa] .60 E.S.P. [.15 kPaJ .70 E.S.P. [.17 kPal .80 ES.P. (.20 kPal 5 Ton 117.58 kW]-10 312 SEER -100,000 BTU= [29.31 1W] Heating Input ( /4 HP [559 WI) Heating 208 Low CFM [IhI 1450 [684] 1425 [ 1405 1 1375 [ 1335 [ 1300 [614] 1260 15951 1220 [576] W 605 590 580 570 560 550 540 530 Med. CFM [us] W High CFM [119] 1450 ( 1340 [ W 705 670 230 Low CFM R./AI 1690 P 1660 [ 1615 [ 1570 [7411 1310 [6183 1440 [680] 1375 [6491 1310 [6181 W 750 740 730 710 680 660 645 625 Med. CFM [thl W High CFM [lhl W Cooling 208 Low CFM 1119] W Med. CFM M1 2050 [ 1960 [9251 1890 [ 1 W 830 790 760 730 High CRA [Lhl 2180 nil 2150 11015) 2060 [972] 1950 [ 1830 1 1680 [ 1450 [ w 970 940 905 860 820 770 705 230 Low CFM ILA] W Med. CFPA Ills] 980 920 2175 ( 1026 ] 2125 [1003] 2040 [` 1930 [9111 1825 [ W 880 860 825 High CFM It/el 2400 [11331 2380 (1123] 2260 [1067] 2180 (10291 2100 ( 2000 [944) 1900 [897] 1600 [1 W 1080 1070 1030 980 960 930 880 820 Capacity Operation Voltage Motor Speed CFM Ills] Watts .10 E.S.P. [.025 kPal .20 E.S.P. [.050 kPa] 30 ES.P. (.075 kPaj .40 ES.P. [.10 kPa] .50 E.S.P. (.12 kPal .60 E.S.P. (.15 kPa] .70 E.S.P. (.17 kPal .80 ES.P. (.20 kPa) 5 Ton [17.58 kW]-10 312 SEER - 135,000 BTU/HR [39.561W] Heating Input 3 /4 HP [559 WO Heating 208 Low CITA [1151 W Med. CFM U/e] t� 1960 (925] 1860 [878] 1800 [ W 830 790 760 730 High CFM Intl 2180 ( 1029 1 2150 (1015] 2060 (972) 1960 ( 1830 [ 1680 ( 1450 [ W 970 940 905 860 820 770 705 230 Low CFM [us] W Med. CFM 11151 [0261 2123 ( 1002 1 2040 [9631 1950 [ 1825 [ W 920 880 860 825 High CFM Ohl 2400 (1133] 2380 (1123] 2100 [9441 1900 ( 1600 [7551 W 1080 1070 1030 980 960 930 880 820 Cooling 208 Low CFM 1L/s1 W Med. CFM lust w 2260 [10671 2180 [10291 1450 ]6841 High CFI U[Je] 2180 [10291 2150 [10151 2060 I 1960 [ 1830 [ 1680 [mil W 970 940 905 860 820 770 705 230 CFM 1115] W Med. CRl [1151 2175 [ 1026 1 2125 [1003] 2040 [963] 1930 [911] 1825 [ W 980 920 880 860 825 High CFI 11151 2400 (1133] [ [ 0671 2180 [ 1029 1 2100 1 2000 1900 ( 1600 (7551 1080 1070 1030 980 960 930 880 820 _ 460 volt direct drive does not allow for operation at separate speeds for heating and cooling. Any speed change must be made at the motor terminals and will be reflected in both heating and cooling operation. 74 ENTERING INDOOR AIR @ 80°F (26.TC1 wbE 711 (21.7°C) 67•F 119.4•C1 63°F (17.2•C) CFM [115) 3000(1415.81 2400 [1132.7) 1800 (849.5) 300011415.81 2400 (1132.7) 1800 1849.51 3000(1415.81 2400 (1132.7) 1800 (849.51 DR 0+ .24 .21 .18 .24 .21 .18 .24 .21 .18 I c- mmc-I)amvcml wrcw <xo m000lco 75 [23 9l Total BTUH [kW) Sens STUN [kW] Power 84.7 [24.82) 52.0 [15.24) 5.2 81.3 [23.83] 45.7 [13.39] 5.1 77.8 [22.80) 39.4 [11.55] 5.0 81.6 [23.91] 61.5 [18.02] 5.2 78.2 [22.92) 55.3 [16.21) 5.1 74.8 (21.92) 49.0 [14.36) 4.9 76.2 [22.33] 69.5 [20.37] 5.1 72.7 [21.31) 63.2 [18.52) 4.9 69.3 [20.31] 56.9 [16.68) 4.8 80 [26 7) Total BTUH [kW] Sens BTUH [kW] Power 84.2 [24.68] 51.7 [15.15) 5.6 80.8 [23.68) 45.4 [13.31] 5.4 77.4 [22.68] 39.1 (11.46) 5.3 81.2 [23.80] 61.2 [17.94) 5.5 77.7 [22.77] 54.9 [16.09] 5.4 74.3 [21.78] 48.6 [14.24] 5.2 75.7 [22.19] 69.2 [20.28) 5.4 72.3 [21.19) 62.9 [18.43) 5.3 68.8 [20.16) 56.6 [16.59] 5.1 85 [29.4) Total BTUH [kW] Sens BTUH (kW) Power 83.7 [24.53) 51.4 [15.06] 5.9 80.3 [23.53] 45.1 [13.22] 5.7 76.8 [22.51] 38.8 [11.37) 5.6 80.6 [23.62) 60.9 [17.85) 5.8 77.2 [22.63] 54.6 [16.00) 5.7 73.8 [21.63) 48.4 [14.18] 5.6 75.1 [22.01) 68.9 [20.19) 5.7 71.7 [21.01) 62.6 [18.35] 5.6 68.3 [20.02) 56.3 [16.50) 5.5 90 [32.21 Total STUN [kW) Sens STUN [kW) Power 82.9 [24.30) 51.1 [14.98] 6.2 79.5 [23.30] 44.8 [13.13] 6.1 76.1 [22.30) 38.5 [11.28) 5.9 79.9 [23.42) 60.6 [17.76) 6.2 76.5 [22.42) 54.3 (15.91) 6.0 73.0 [21.39] 48.0 [14.07] 5.9 74.4 [21.80] 68.6 [20.10) 6.0 71.0 [20.81] 62.3 [18.26) 5.9 67.6 [19.81) 56.0 [16.41] 5.8 95 [351 Total BTUH [kW1 Sens BTUH [kW] Power 81.8 [23.97] 50.6 [14.83] 6.5 78.4 [22.98] 44.3 [12.98] 6.4 75.0 [21.98] 38.0 [11.14] 6.3 78.8 [23.09] 60.1 [17.61) 6.5 75.4 [22.10) 53.9 [15.80) 6.3 71.9 [21.07) 47.6 [13.95] 6.2 73.3 [21.48] 68.1 [19.96) 6.4 69.9 [20.49] 61.8 [18.11) 6.2 66.4 [19.46) 55.5 [16.27) 6.1 100 (37.8] Total STUN [kW) Sens BTUH [kW] Power 80.2 [23.50] 49.9 [14.62] 6.8 76.8 [22.51] 43.6 [12.78] 6.7 73.4 (21.51) 37.4 [10.96) 6.6 77.2 [22.63] 59.5 (17.44] 6.8 73.7 [21.60] 53.2 [15.59] 6.7 70.3 [20.60] 46.9 [13.75] 6.5 71.7 [21.01] 67.4 [19.75] 6.7 68.2 [19.99] 61.1 [17.91] 6.6 64.8 [18.99] 54.9 [16.09) 6.4 140.6] Total STUN [kW] Sens STUN [kW) Power 77.9 [22.83) 48.9 (14.33) 7.2 74.5 [21.83) 42.6 [12.48] 7.0 71.1 [20.84] 36.4 [10.67] 6.9 74.9 [21.95) 58.5 [17.14) 7.1 71.4 [20.93) 52.2 [15.30] 7.0 68.0 [19.93) 45.9 [13.45] 6.9 69.4 [20.34] 66.4 [19.46) 7.0 66.0 (19.34) 60.1 [17.61) 6.9 62.5 [18.32] 53.9 [15.80) 6.8 110 [43.31 Total BTUH [kW] Sens BTUH [kW) Power 74.8 (21.92) 47.5 [13.92) 7.5 71.4 [20.93) 41.2 [12.07) 7.4 67.9 (19.90) 35.0 [10.26) 7.2 71.7 [21.01) 57.1 [16.73) 7.4 68.3 [20.02] 50.8 [14.89) 7.3 64.9 [19.02) 445 [13.04) 7.2 66.2 [19.40] 65.0 [19.05] 7.3 62.8 [18.40] 58.7 [17.20) 7.2 59.4 [17.41) 52.5 [15.39) 7.1 115 [46.11 Total BTUH [kW] Sens BTUH [kW] Power 70.7 [20.72] 45.6 [13.36) 7.8 67.2 [19.69] 39.3 [11.52) 7.7 63.8 [18.70) 33.0 [9.67] 7.6 67.6 [19.81) 55.2 [16.18] 7.8 64.2 [18.82] 48.9 [14.33) 7.6 60.8 [17.82) 42.6 [12.48) 7.5 62.1 [18.20) 62.1 [18.20] 7.7 58.7 [17.20) 56.8 [16.65] 7.5 55.3 [16.21] 50.6 [14.83] 7.4 SYSTEMS PERFORMANCE -RKKA- SERIES GROSS SYSTEMS PERFORMANCE DATA -A073 GROSS SYSTEMS PERFORMANCE DATA ENTERING INDOOR AIR @ 80°F [26.7 °C] dbE m wbE CFM (lh) DR O 0 U T D 0 0 A D A Y B U L B T E M P E A A 7 U R E °F [ ° C] 75 [23.9] 80 [26.7] 85 [29.4] 90 132.2] 95 [351 100 [37.81 105 [40.61 110 [43.31 115 [46.1] Total STUN [kW) Sens BTUH [kW] Power Total BTUH [kW] Sens BTUH [kW] Power Total BTUH (kW] Sens BTUH [kW] Power Total BTUH [kW] Sens STUN [kW] Power Total BTUH (kW] Sens BTUH [kW] Power Total BTUH [kW] Sens BTUH [kW] Power Total BTUH [kW] Sens BTUH [kW] Power Total BTUH (kW1 Sens BTUH [kW] Power Total BTUH [kW] Sens BTUH [kW) Power 71 °F (21.7 °C) 3 560 116 80.11 .16 102.3 [29.97] 64.5 [18.90] 6.6 101.9 [29.86) 64.6 [18.93] 7.0 101.5 [29.74] 64.8 [18.99] 7.4 101.0 [29.59] 64.9 [19.02] 7.8 100.2 [29.36) 64.7 [18.96] 8.2 98.9 [28.98] 64.2 [18.81] 8.6 97.0 [28.42] 63.3 [18.55) 9.0 94.4 [27.66] 61.7 (18.08] 9.4 90.7 [26.58] 59.5 [17.43] 9.8 2850 (1345.1) .12 98.2 [28.77] 56.6 [16.58) 6.4 97.8 [28.66] 56.7 [16.61) 6.8 97.4 [28.54) 56.9 [16.67) 7.2 96.9 (28.39) 56.9 [16.67) 7.6 96.1 [28.16] 56.8 [16.64] 8.0 94.9 [27.81] 56.3 [16.50] 8.4 93.0 [27.25] 55.3 [16.20] 8.8 90.3 [26.46) 53.8 [15.76] 9.3 86.6 [25.37) 51.6 [15.12] 9.7 2140 11010.0) .07 94.2 [27.60) 48.7 [14.27] 6.2 93.7 [27.45] 48.8 [14.30] 6.7 93.3 [27.34] 49.0 [14.36) 7.1 92.8 [27.19) 49.0 [14.36) 7.5 92.0 [26.96) 48.9 [14.33] 7.9 90.8 [26.60] 48.4 [14.18) 8.3 88.9 [26.05) 47.4 [13.89] 8.7 86.2 [25.26] 45.9 [13.45] 9.1 82.6 [24.20] 43.6 [12.77] 9.5 67°F (19.4 °C) 3560(1680.11 .16 95.7 [28.04) 75.6 [22.15) 6.5 95.3 [27.92) 75.8[22.21) 6.9 94.9 (27.81) 75.9 [22.24) 7.3 94.4 [27.66) 76.0 (22.27) 7.7 93.6 [18.06] 75.8 (22.21) 8.1 92.4 [27.07) 75.4 [22.09] 8.5 90.5 [26.52] 74.4 [21.80) 8.9 87.8 [25.73) 72.9 [21.36] 9.3 84.1 [24.64] 70.6 [20.69] 9.7 285011345.11 .12 91.6 [26.84] 67.7 [19.84] 6.3 912 [26.72) 67.9 [19.89) 6.7 90.8 [26.60] 68.0 [19.92) 7.1 90.3 [26.46] 68.1 [19.95) 7.5 89.5 [26.22] 67.9 [19.89] 7.9 88.3 [25.87] 67.4 [19.75] 8.3 86.4 [25.32) 66.5 [19.48) 8.7 83.7 [24.52] 64.9 [19.02) 9.1 80.1 [23.47] 62.7 [18.37) 9.5 2140 11010.01 .07 87.6 [25.67) 59.8 [17.52) 6.1 87.1 [25.52] 59.9 [17.55] 6.5 86.8 [25.43] 60.1 [17.61] 6.9 86.3 [25.29] 60.1 [17.61] 7.3 85.5 [25.05] 60.0 [17.58] 7.7 84.2 [24.67) 59.5 [17.43] 8.2 82.3 [24.11] 58.6 [17.17] 8.6 79.6 [23.32) 57.0 [16.70] 9.0 76.0 [22.27] 54.8 [16.06) 9.4 63 °F (17.2 °C) 3560 (1680.1) .16 92.9 [27.22] 87.2 [25.55) 6.4 92.5 [27.10] 87.3 [25.58] 6.8 92.1 [26.99] 87.4 [25.61] 7.2 91.6 [26.84] 87.5 [25.64) 7.6 90.8 [26.60] 87.4 (25.61) 8.0 89.6 [26.25] 86.9 [25.46] 8.4 87.7 [25.70) 85.9 [25.17] 8.8 85.0 [24.91] 84.4 [24.73] 9.2 81.4 [23.85] 81.4 [23.85] 9.6 2850 11345.11 .12 88.9 [26.05] 79.2 [23.21] 6.2 88.4 [25.90] 79.4 [23.26] 6.6 88.1 (25.81] 79.5 [23.29) 7.0 87.6 [25.67] 79.6 [23.32] 7.4 86.8 [25.43) 79.4 [23.26] 7.9 85.5 [25.05] 78.9 [23.12] 8.3 83.6 [24.50] 78.0 [22.85] 8.7 80.9 [23.70] 76.4 [22.39] 9.1 77.3 [22.65) 74.2 [21.74] 9.5 2140(1010.0) .07 84.8 [24.85] 71.3 [20.90) 6.1 84.4 [24.73] 71.4 [20.92] 6.5 84.0 [24.61] 71.6 (20.98) 6.9 83.5 [24.47] 71.7 [21.01] 7.3 82.7 [24.23] 71.5 [20.95] 7.7 81.4 [23.85] 71.0 [20.81] 8.1 79.6 (23.32) 70.1 [20.54] 8.5 76.9 [22.53) 68.5 [20.07] 8.9 73.2 [21.45] 66.3 [19.43] 9.3 DR - Depression ratio dbE -Entering air dry bulb wbE- Entering air wet bulb Total -Total capacity x 1000 BTUH Sens - Sensible capacity x 1000 BTUH Power -KW input 0 A085 NOTES: O When the entering air dry bulb is other than 80 °F [27 °C], adjust the sensible capacity from the table by adding [1.10 x CFM x (1 - DR) x (dbE - 80)). [ ] Designates Metric Conversions AIRFLOW PERFORMANCE-5 TON [17.6 kW] SINGLE PHASE BELT DRIVE Capacity 5 Ton [17.6 kW1-10 812 SEER Voltage 208230 -460 & 575 - Single Phase Mr Flow CFM [L/s 0.1 [ 021 RPM 1400 1661 1500 r708 1600 [755 1700 [802 1800 [850 1900 [897 2000 [944 2100 [991] 2200 [10381 2300 110851 770 825 860 905 950 990 1030 W 410 460 520 565 640 730 825 0.2 [ 05] RPM 765 795 835 860 905 945 980 1015 1010 W 360 395 440 490 540 600 670 760 870 0.3[07] 0.4( 10) RPM 830 855 880 925 945 980 1010 1040 380 425 460 520 565 640 710 800 RPM 890 925 940 955 995 1010 1030 "L" -208 Volt W 400 460 490 540 580 660 740 0.5 [ 12] RPM 950 960 980 1010 1030 1040 W 420 480 500 560 630 710 0.6 990 1005 1015 1035 1045 External Static Pressure-Inches of Water [kPa] 6[15] 0.7[ 17] W 435 510 540 590 650 RPM 1020 W 455 0.1 [ 021 RPM 770 825 860 905 950 990 1030 1060 W 400 440 500 555 620 690 760 860 0.2( 051 RPM 765 795 835 860 805 945 980 1015 1040 W 350 380 425 470 525 557 640 720 790 0.31 07] RPM 830 855 880 925 945 980 1010 1040 360 400 445 490 540 600 700 750 0.41 101 RPM 890 925 940 955 995 1010 1030 1065 W 380 440 475 515 570 650 730 790 "1" -230 Volt 0.51 121 RPM 950 960 980 1010 1030 1040 1065 W 400 460 490 540 605 670 750 0.6 [ 151 RPM 990 1005 1015 1035 1045 1065 _ [ W 445 475 530 580 640 710 0.7[ 171 RPM 1030 1050 1065 450 500 560 Drive Package Motor H.P. [W] Blower Sheave Motor Sheave Turns Open RPM "L" -208 Volt 3 /4 1559] 6.4' Pitch Diameter 6 "L" -230 Volt 3 /4[559] 6.4' Pitch Diameter 0 2 8' -3.8' Pitch Diameter -Ad 2 8' -3.8' Pitch Diameter -Ad 1045 ' 1000 I 955 I 905 I 860 8 I 745 1065 { 102 025 I 980 I 930 I 880 830 I 765 AIRFLOW PERFORMANCE --5 TON [17.6 kW] THREE PHASE BELT DRIVE Capacity 5 Ton [17.6 kW] -10 812 SEER Mr Flow CFM (L/s) 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 661 708 755 802 850 897 944 991 1038 1085 1133 2500 [11 79 Voltage 208230 -460 & 575-3 Phase 0.1 [ 021 RPM W 780 455 800 485 830 550 860 615 895 680 940 755 970 825 1015 910 0.2[05] 0.3[07] 0.4[101 RPM 780 795 815 850 880 915 945 975 1015 1040 W 390 450 470 530 605 655 735 795 880 935 RPM 780 795 805 840 870 895 930 955 995 1015 1040 1095 W 370 405 425 490 540 590 655 705 780 830 925 1040 RPM 815 840 870 895 915 945 970 1005 1030 1065 1095 1145 W 385 415 470 530 560 640 700 760 830 910 1005 1100 0.5[ 12] RPM 875 895 915 940 965 995 1015 1040 1060 1100 1145 1170 W 425 440 510 570 615 675 730 820 880 965 1055 1140 0.6 [ 151 RPM 930 945 965 990 1010 1035 1055 1090 1120 1150 1175 1200 W 460 500 560 605 660 720 790 870 940 105 1085 1175 External Static P enure- Inches of Water [Wall 0.71 171 RPM 970 995 1015 1035 1055 1070 1105, 1130, 1155. 1180 1225 1260 W 490 540 600 640 710 775 830 910 980 1050 1140 1215 0.8 [ 201 RPM W 540 595 640 680 760 810 875 950 1020 1095 1175 1270 0.9[ 221 RPM 1065 1080 1105 1120 1140 1160 1180 1210 1240 1265 1300 1360 W 570 615 680 725 785 850 910 995 1055 1125 1210 1350 1.0 [ 25] RPM 1105 1135 1145 1160 1175 1200 1225 1250 1275 1310 1340 1400 W 595 650 705 755 810 890 950 1020 1100 1175 1255 1395 1.1 [ 27] RPM 1150 1165 1180 1200 1225 1245 1260 1290 1320 1350 1370 W 615 675 730 790 850 915 980 1060 1140 1230 1315 1.2 [ 30] RPM 1195 1215 1225 1245 1260 1290 1320 1335 1360 1375 1400 W 645 700 750 815 880 960 1035 1100 1180 1260 1375 1.3 [ 32] RPM 1235 1255 1275 1300 1320 1335 1350 1370 1385 1405 W 660 735 790 855 930 1000 1075 1150 1225 1320 1.4 [ 35] RPM 1300 1320 1340 1355 1365 1375 1385 1400 W 705 775 840 905 985 1050 1120 1200 1.5 ( 371 RPM 1030 1045 1060 1075 1100 1120 1145 1170 1195 1225 1260 1305 1340 1355 1365 1375 1390 1405 745 805 880 940 1020 1100 NOTE: L - Drive left of bold line, M - Drive right of bold line. Drive Package Motor H.P. [W] Blower Sheave Motor Sheave Turns Open RPM L 3 /4[559] 6.4' Pitch Diameter 0 1095 1 1040 2.8 " -3.8" Pitch Diameter -Ad} 2 995 3 940 4 5 890 835 6 780 M 1 [746] 6.4' Pitch Diameter 0 1405 1 1360 3 4' -4.4' Pitch Diameter -Ad 2 1195 1145 1305 3 1250 4 5 6 1095 NOTE: Factory sheave settings are shown in bold print 28.5 .74 •.Y a.■ A038 A042 A048 A060 A072 A073 A085 1200 566 1400. 661 1600 55 2000 944 2200 1038 2200 1038 2850 1345 42 12.30 48 14.10 60 17.55 70 20.40 72 21.10 85 24.90 32 9.36 35.5 10,38 44 12.90 51.5 15.09 63.4 18.60 10 2.93 ' 20.5 6.01 • 20.5 6.01] 21.6 6.30 10:5 10.4 10.1 9.80 9.30 9.50 9.80 9.10 10.0 78.0 78.0 83.0 83.0 83.0 36.10. 9.05 HEATING PERFORMANCE DATA -- SINGLE PHASE Heitiap Output [kW] MBTUH [itW1 l0.Y A036JK12 A042JK12 A048JK10 A060JK10 A060JL10 A060JK13 A060JL13 80 23.4 120 35.2 BO 23.4 120 352 100 29.3 78.5 23.0 106.5 312 78.5 23.0 106.5 312] 106.5 312 Temp Rise •F ['GI 30-60 18.5 -33.5 50-80 28.0 -44.5 3040 18.5 -33.5 50-80 28.0 -44.5 30-60 18.5 -33.5 40 -70 22.0 -39.0 50-80 28.0-44.5 40-70 22.0-39.0 25 -55 14.0 -30.5 40-70 22.0 -39.0 40-70 22.0 -39.0 HEATING PERFORMANCE DATA THREE PHASE MBTUH Output 1kW) - C, D or Y Voltage; L or M Drive Package 10 Rheem Manufacturing Company • A036"K08 A036 "L08 A038 "K12 A036 "L12 A042 "K08 A042 "L08 A042 "K12 A042 "L12 A048 "K08 A048106 A048 "K10 A048"L10 A048*K13 A048*L13 A060 "K10 A060"L10 A060 "K13 A060 "L13 - A073 " "10 A073 " "13 RKKA- A085 "L13 RKKA-A085'L13T 80 23.4] 80 [23.4 120 35.2] 120 352 80 [23.4 80 [23.4) 120 35.2 120 35.2 80 [23.4] 80 23.4] 100 29.3 78.5 23.01 106.5 (31.2) 106.5 31.21 78.5 (23.0 78.5 [23.0] 106.5 [31.2] 106.5 3i.2 78.5 [23.0) 106.5 31.2 106.5 [31.2) 80% A.F.U.E. 80% A.F.U.E. 80% A:F.U.E. 80% A.F.U.E. 80% A.F.U.E. 80% A.F.U.E. 80% A.F.U.E. 80% A.F.U.E. 80% A.F.U.E. 80% A.F.U.E. 80% Steady State Temp Rise •F ['C1 30 -60 16.5 -33.5] 35-65 19.5 -36.0) 50-80 28.0.44.51 50-80 28.0-44.5 30-60 [16.5-33.5] 30-60 (16.5.33.5 50-80 28.0 -44.5 50 -80 28.0-44.5 30-60 [16.5 -33.5) 30 -60 [16.5 -33.5 40 -70 [22.0 -39.0 30 -60 16.5.33.5 50-80 28.0 -44.5] 50 -80 28.0 -44.5 40 -70 [22.0 -39.0] 25 -55 [14.0-30.5 40 -70 [22.0-39.0) 40 -70 22.0 -39.0 20-50 [11.0 -28.0) 30-60 20 -50 20-50 16.5 -33. [11.0 -28.0' [11.0 -28.0 [ ) Designates Metric Conve Model No. maw AO6OCK1OE 1 208230 1 3/4 5.4 12 '-- AO6OCK13E 187 - 253 30/30 35/35 40/40 1 208230 1 3/4 5.4 12 A060CL10E 187 -253 2828 35/35 40/40 1 208230 3 3/4 2.6 16.8 A060C113E 187 -253 2828 35/35 40/40 1 208/230 3 3/4 2.6 16.8 A060CM10E 187 -253 2828 35/35 40/40 1 208/230 3 1 3.2 24 A060CM13E 187 -253 28/28 35/35 40/40 1 208/230 3 1 3.2 24 A0600K1OE 414 -506 15 20 20 1 460 1 3/4 2.7 12 A060DK13E 414 -506 15 20 20 1 460 1 3/4 2.7 12 A0601X10E 414 -506 14 20 20 1 460 3 3/4 1.3 8.4 AO6ODL13E 414-506 14 20 20 1 460 3 3/4 1.3 8.4 A060DM10E 414-506 15 20 20 1 460 3 1 1.6 12 A060DM13E 414-506 15 20 20 1 460 3 1 1.6 12 A060JK1OE 187- 253 44/44 60/60 70/70 1 208230 1 3/4 5.4 12 A060JK1OX 187-253 44/44 60/60 70/70 1 208/230 1 3/4 5.4 12 A060JK13E 187- 253 44/44 60/60 70/70 1 208/230 1 3/4 5.4 12 A060JK13X 187- 253 44/44 60/60 70/70 1 208/230 1 3/4 5.4 12 A060YL10E 518-633 11 15 15 1 575 3 3/4 1.3 6 A060Y1.13E 518-633 11 15 15 1 575 3 3/4 1.3 6 A060YM10E 518-633 11 15 15 1 575 3 1 1.4 7.2 A060YM13E 1 575 3 1 1.4 7.2 A073CL10E 187-253 37/37 40/40 50/50 1 208/230 3 112 5.8 28.8 A073CL13E 187 -253 37/37 40/40 50/50 1 208230 3 112 5.8 28.8 A073CM10E 187 -253 37/37 40/40 50/50 1 208230 3 112 5.8 28.8 A073CM13E 187 -253 37/37 40/40 50/50 1 208/230 3 112 5.8 28.8 A0730L10E 414-506 19 20 25 1 460 3 112 2.8 14.4 A0731X.13E 1 460 3 112 2.8 14.4 A073DM10E 414306 19 20 25 1 460 3 112 2.8 14.4 A0730M13E 414-506 19 20 25 1 460 3 112 2.8 14.4 A073YL10E 518-633 15 15 20 1 575 3 112 2.3 13 A073YL13E 518-633 15 15 20 1 575 3 1 12 2.3 13 A073YM10E 518-633 15 15 20 1 575 3 112 2.3 13 A073Y1.413E 518-633 15 15 20 1 575 3 112 2.3 13 A085CL13E 187 -253 39/39 40/40 50/50 1 208/230 3 112 5.8 28.8 A085C113T 187 -253 39/39 40/40 50/50 1 208/230 3 1 1/2 5.8 28.8 A085CM13E 187- 253 39/39 40/40 50/50 1 208/230 3 112 5.8 28.8 A085CM13T 187- 253 39/39 40/40 50/50 1 208/230 3 112 5.8 28.8 A085DL13E 414-506 20 20 25 1 460 3 112 2.8 14A A08501137 414-506 20 20 25 1 460 3 112 2.8 14.4 A085DM13E 414-506 20 20 25 1 460 3 112 2.8 14.4 A085DM13T 414 -506 20 20 25 1 460 3 1 12 2.8 14.4 A085YL13E 518 -633 16 15 20 1 575 3 112 2.3 13 A085YL13T 518-633 16 15 20 1 575 3 112 2.3 13 A085YM13E 518-633 16 15 20 1 575 3 112 2.3 13 A085YM13T 518 -633 16 15 20 1 575 3 112 2.3 13 Unit Information Unit Operating Minimum Circuit Minimum Overcurrent Maximum Overcerreet Voltage Range Ampacity Protection Device Size Protection Device Size 81 Evaporator Fan No. Volts Phase HP Amps Amps (FLA) IRA) 1 g X11 A085YM13E I i s i m 2 ;4 A085DM13E I i i ± o 2 2 - F 4inTAF l e g .�4� j± R il§§§§1§mmill§ c p p j ± o Q �$S p $ jj 3 J :a E ght, _ p mJmir<ga,R 7C 7S P mmmg.,Fg P . 1 R 7� RklmiriARA r f l 7C a e ' 2 575 3 31/2 3450 5.4 34 ' 2 575 3 31/2 • 3450 5.4 34 I , 2 575 3 312 3450 5.4 34 ' 2 575 3 312 3450 5.4 34 2 460 3 312 3450 72 44 I 2 460 3 312 3450 7.2 44 I ' 2 460 3 312 3450 72 44 N .Qp� p W W 5 . 5 . 5 . 5 . 5 ...... i tillITT N W W CJ �1 O 6 i N yO1pp I ��11 W W C,J�� O i 5-6 N s W W i i N N I W W C7�I O i 6 i N W CJ�I O m: i N W i 1 575 3 6 3450 8.9 54 I i N W C'01 i m i pA� O W C7�1 O yi-- ip V i A W Qi i i d i p +� O W CA C7�� O i it V ■ Oat O W CA tJ�� 6 i m i i W W CJ�I Gi �..i 6666 EMME ■ l W CA CJ�I Q i ■ l W W CJ�� O ■ I W CA C� O i i N W C71 i ■ N W C71 (7�1 O ■ N W CPI C�J�,�11 Q • 9 C.)-' CJ1 C�J�II i • C71 CJ�I i fD ii MSEM i � i CT W C7�1 i EEnnmilmmititil • i CT CJ��I1 O i i ss i C71 CC7�7�I O i i Oyu O W C71 �7�C7II O CO • a W C.R C�J�11 Ci m • � W CJI CNJ�� O CO i py� O W CR (J�(J1I O . i pA� O W CR CJ�CJ11 O m i (yam O W CR i C • W N1 CJ�CJI1 O 4=3447 y W E ■ g W C71 C�J�,�I1 O is t4_ V ■ W 01 CJ�CJ�I Q y V ■ 1115 W C71 C�C7I CI ta V i W CR CJ�(J1I O V y S V ■ O W CR i . y 1 W C ? W N�7 O ri 1 1 N `� g a 1 1 1 575 1 1/3 0.9 1.5 1 575 1 1/3 0.9 1.5 1 575 1 1/3 0.9 1.5 1 575 1 1/3 0.9 1.5 1 1 460 1 1/3 1.2 2.4 1 460 1 1/3 12 2.4 1 . 1 460 1 1/3 12 2.4 Q #� O el. IV .A b U) V 1 r3 O V pp 1 u1 Ol V t341 01 V N m N C~71 m Cr i 1 575 1 1/3 0.9 1.5 CVJI c3 � in y O ul ii .... N 4 cl. N j� O 41 N y O b uZ IV I Ci V I 41 4111.. Oi V 0) V 0) V CV71 r C71 CV71 t,. V �J1 CViI tl. V ± tVl1 cZtbcbM4lb V N N A 1 N # N A .p O r i y O ri { . § N + O ri § !V y. Q btb. ri Op �{ jj N N ubb N N N tl. N m O a . 2 D O Q 4 l q1 i i = C 300FCURBS (Full Perimeter) • Rheem's new roofcurb design can be utilized on 3 through 7.5 ton [10.6 -26.4 kW] models. • Two available heights (14' [356 mm] and 24' [610 mm]) for ALL models. ■ Quick assembly corners for simple and fast assembly. • Opening provided in bottom pan to match the 'Thru the Curb' electrical connection opening provided on the unit base pan. • 2' [51 mm] x 4' [102 mm] Nailer provided. HOLD • Insulating panels provided. BRACKET \z..- TIP. (4) PLCS. ■ Sealing gasket (28' [711 mm]) provided with Roofcurb. • Packaged for easy field assembly. Rootcorb Model RXKG -13A014 RXKG -BAD24 Height of Curb 14' [356 mm] 24' [610 mm] GASKET NAILER STRIP DUCT' ROOFCURB ROOF STRUCTURAL MEMBER' 'BY CONTRACTOR ( ] Designates Metric Conversions ROOFTOP UNIT COUNTER FLASHING* INSULATION* CANT STRIP* ROOF FELT INSULATION' ROOF DECK' TYPICAL INSTALLATION GASKET (FULL PERIMETER AND ON DIVIDERS, MUST BE ABOVE DUCT AND INSULATION PANEL FLANGES.) INSULATION PANELS (2) SUPPLIED NNUNG STRIP SUPPLY DUCT' RETURN DUCT UNIT ACCESSORIES ECONOMIZERS RXRD- KECM3 —RKKA 3-6 Ton [10.6 -21.1 kW] Models Single Enthalpy (with Barometric Relief) RKMA 3-5 Ton [10.6 -17.6 kW] Models RXRD- KCCM3 —RKMA 6 Ton [21.1 kW] Models RKKA 7.5 Ton [26.4 kW] Models RXRX- AY02-3-7.5 Ton [10.6 -26.4 kW] Models RXRX -AR02 -3-7.5 Ton [10.6 -26.4 kW] Models • Features Honeywell Analog Controls • Available factory installed or field accessory • Gear Driven Direct Drive Actuator • Fully Modulating (0 -100 %) • Low Leakage Dampers • Horizontal or Downflow Applications • Slip -In Design for Easy Installations • Plug -In Polarized 9 -pin Electrical Connections • Pre- configuring —No Field Adjustments Necessary • Standard Barometric Relief Damper Provided • Single Enthalpy with Dual Enthalpy upgrade kit • CO2 Input Sensor Available (field installed) • Econom slips in complete for downflow or horizontal duct applications • Field assembled hood ships with Economizer • Optional Remote minimum position (Honeywell #S963B1128) is available from ProStock. • Field installed power exhaust available. ] Designates Metric Conversions RAIN HOOD - FRESH AIR 4Th' ECONOMIZER RKMA 6 TON [21.1 kW] Models RKKA 7.5 TON [26.4 kW] Models RAIN HOOD- BAROMETRIC RELIEF Dual Enthalpy Kft Optional CO Sensor 102 21 x/i( [ RE 5 [145 mmj REE 4TX' f124 mmj 16 416 mm) REF 21 ,. [543 REF. [445 [445 REF. REF. RKKA 3-6 Ton [10.6 -21.1 kW] Models RKMA 3-5 Ton [10.6 -17.6 kW] Models UNIT DIMENSIONS- RKIWRKMA- SERIES JNIT DIMENSIONS GAS HEAT/ ELECTRIC COOLING PACKAGE FLUE OUTLET SUPPLY GAS NTRY E Vs" [13 mm] NPT 7� /32• [183 mm] COMBUSTION MR INLET 2" [51 mm] 44 46 (1181 mm] 24 [616 mm] BURNER ACCESS BASE GAS ENTRY 9 [243 mm] 6 [173 mm] [1121 mm] COMPRESSOR! CONTROL ACCESS BCD( 18" RKKA 3 TO 6 TON [10.6 TO 2t1 kW] MODELS RKMA 3 TO 5 TON [10.6 TO 17.6 kW] MODELS 92 9 /1e• [233 mm] 75 [1918 mm] POWER ENTRY 11 ]238 mm] 35" [889 mm] CONTROL ENTRY BASE ELECTRICAL ENTRY 2" [51 mm] 72 A 1� ot` (1835 mm] BOTTOM VIEW 2" [51 mm] [ ] Designates Metric Conversions Recommended Clearance la. [mml Location 48 [1219] A - Front 18 [457] 8 - Condenser Coll 12 [305] C - Duct Side 36 [914] D - Evaporator End 60 [1524] E - Above lWinwut Economimr. 57* [1448 mm] Web Economtzer Capacity Tons ODY] A Ia. [mm] 61n. [mm] 3-6 [10.6 -21.1) 38 [972) 25 7.5 [26.4] 39 [991) 26 [664] Accessory 3-6 Too [10.6-21.1 kW] 7.5 Tan [26.4 kW] Shipping Operating Operating Operating MS DcOI Ib. NI Ira RI] lbs [kg] Economizer with Single Enthalapy 70 [32] 60 [27] 80 [36] 70 [32] Power Exhaust 19 [9] 16 [7] 21 [10] 17 [8] Fresh Air Damper (Manual) 11 [5] 9 [4] 14 [6] 12 [5] Fresh Air Damper (Motorized) 13 [6] 11 [5] 16 [7] 14 [6] Roof Curb 14' 92 [42] 88 [40] 92 [42) 88 [40] Roof Curb 24' 108 [49] 104 [47] 108 (49) 104 [47] Concentric Diffuser 18' Rush 37 [17) 26 [12] 37 [17] 26 [12] Concentric Diffuser 20' Flush 54 [24] 42 [19] 54 [24] 42 [19] Side Discharge Concentric Diffuser RXRN -FA60 35 [16] 20 [9] — — Side Discharge Concentric Diffuser RXRN -FA65 55 [25] 40 [18] 55 [25] 40 [18] Capacity Tons 1kW] Corner Weight: by Percentage A 8 C D 3-6 [10.6. 21.1] 22% 27% 23% 28% 7.5 [26.4] 23% 29% 21% 27% C WEIGHTS UNIT DIMENSIONS- RKKAIRKMA- SERIES CLEARANCES (3 to 7.5 Ton 110.6 to 26.4 kW] Models) The following minimum clearances are recommended for proper unit performance and serviceability. be installed NOTE: Supply duct with' i clearance may '0 combustible materials, provided 1' [25.4 mm] minimum Fiberglass insulation is applied duct inside or on the outside of the 97 CENTER OF GRAVITY C.O. ( OFFING DETAIL [ ) Designates Metric Conversions C UNIT DIMENSIONS GAS HEAT / ELECTRIC COOLING PACKAGE 31 [792 mm] SUPPLY COVER SUPPLY AND RETURN DIMENSIONS [ ] Designates Metric Conversions 76 12 [311 mm) [1937 mm] 93 UNIT DIMENSIONS-RKKA]RKMA- SERIES RKKA 3 TO 6 TON [10.6 TO 21.1 kW] MODELS RKMA 3 TO 5 TON [10.6 TO 17.6 kW] MODELS 51/f 140 mm] 191/e• [486 mm] CONDENSATE DRAIN 3/4" [19 mm] NPT FEMALE • • • • • • J. 00 • SUPPLY 191/e AIR 486 mm] • • 41111--- • • RETURN AIR FILLER PANEL • • 0 (125 mm] 12 [311 mm] 35• [889 mm] [ 67/3 174 mm] [602 mm] 1323/32* ROOFCURBS (Cont.) ROOFCURB FOR RKMA 6 TON [21.1 kW] MODELS RKKA 7.5 TON [26.4 kW] MODELS 1 [47.8 mm 17 /31 [435.8 mm REF 20 [515.1 mm] REF. c: 17 rrw'� 147.6 70 [1802.4 mm] REF. [ ] Designates Metric Conversions MAX . DUCT SIZE 27 x 19T/e 888 x 505 mm] REF. 13 [346.1 mm 'MAX DUCT SIZE— x 1W /i' [333 x 505 mm] REF. 1ye [47.6 mm] 14 95 m 2 • 4' [110 / 1.7 nun [ • OR REF. [09.5 mmj 1W [47.6 mmj TYP. 'MAX. ouCr - M>6 time 1151&1 Far [t ] 101 42 /ie" [1081.1 mm] REF. 1 147.8 onm] TYR "Mx IKZT 1741r. [544,1 Miles 5 [47 d matt] 14' OR guu OR Watt Innif ROOFCURB FOR RKKA 3-6 TON [10.6-21.1 kW] MODELS RKMA 3-5 TON [10.6 -17.6 kW] MODELS 21 QUANTUM CONSULTING INSINIIIS STRUCTURAL CALCULATIONS HVAC UNITS SUPPORT ON ROOF (Mechanical Permit Submittal) Baker Boulevard Retail Center 406 Baker Blvd Tukwila, WA Quantum Job Number: 7028.01 Prepared for: KWAN LEE MECHANICAL ENGINEER Prepared by: QUANTUM CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 MO7 172 FILE COPY JULY 13, 2007 "_3 REGE VE AUG -2 2007 PERMIT CENTEFI • S42 t 1 (5 )2A •16•0 L1119 11.1•10 OL. RR i 00 an • 00. 47 c. 7 a II II II II II II II II II II SO 220 JOISTS • 16' ca 10 ; T PAM. 5/542 L 1165! ' MOH LON 27-6' (p ILO V `• 1 IT-6* e 054.0i) • SEMI / AN ••■ • -• ' aidn GL 1:3 0 In hi" is" J'I"I ow , f1 W1165 111.'4 PCS SE54 SWL ROOF FRAMING PLAN 55ALL W • r-a• P. IS 10 11.T-LP PNEL PER 164.2 gi,d2 61. 1111(1.1. $6444 LON cso 1 • PERMIER, Tfr. iI at r 94 slit cl oL41 +.0 az= • 11/5512 TYP. 4'-0 011'. WON R/0714 TO FAce earn/ 19,1194 14154.41 frrr. • • ------- 4/55.0 COX20.1 • PERRETER, MT. I COl les ca_ Top re.r-ir i PPM. PER 5542 PI. EN. TO TILT-UP PNCL I I PI/542 t liSSI2t6" •1614 V LCV0 I I 1.151040 SlRiP I I I PELD 10 1663245 w/ Ilt• PCLO I I I I I I I A ir t i Urn ti 11 ey2 2-10 roe 0 ',it' • gt CI (62 2JtS re erf j aw - tr. (r-i2 L1119 mr.oca TO 11L140 • f•-r OAR:66/541 (TYP) on aria 6L loc44-M GAWLEVERED 54. DRAGE PER 0/54.1 RS 70 (a PNEL PER II154.0 EXTERIOR 2.4 SW TO TILT-111. PM. PER 9)541 001300R 2x 511.0 TO (E) TLT-LP MC. PER 4541 SEE 0PS.0 • OP4(0 •11451•41494 SEAM SUPPORT HVAc Unit r Max, v%rr. : qOO Ibf. 6,4 tl ) Rc of LOL= prP (10 r ef 10 o ik52 r L = zs p s -F (Cr r) aTre 1.1nt - t' Osfr( GL 'gat r ® arid G � a) on rc l-r 2- QI ro ri i t -fGr. Gelded I o Q d "zPrl 0 //12' /I /e / /// �I Sere attached w r (12+ 237 16+ &�.? b) G L Feevn Li T1 fv A d 1 0 L 11 GL Feet e' G r-L I,I at ( @ Gad 44. ft r (era 4l,ed Gat • Cale r Atiova rFotrr -E., t )1' t 1oAGt anJ L. /Z4 , -F - S'h Loa GIN t QUANTUM I CONSULTING ENGINEERS �a r e" &i t 124.'41 f 2 O7 1511 THIRD AVENUE project ' r date �% project no. SUITE 323 VAC N 1` SEATTLE, WA 98101 TEL 206.957.3900 CIO �'� designer FAX 206.957.3901 W �/ d www.quantumce.com client checked by sheet 014 �AV€irrhawur Business TJ -Beam® 625 Serial Number. 7004113313 User. 2 7113/2007 4 :49:00 AM Page 1 Engine Version: 6.25.71 Member Slope: OM2 Roof Slope0M2 All dimensions are horizontal. SUPPORTS: PRO.' INFORMATION: B. . d Retail Center - HVAC Roof Units Cop r. ":06 by Trus Joist, a Weyerhaeuser Business 2x8 Roof Joists 1 1/2" x 7 1/4" 1.7E Solid Sawn Douglas Fir #1 ®: LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' 4" Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 10.0 Dead Vertical Loads: Type Class Live ! • oc on Application Comment Point(Ibs) Snow(1.15) 0 46'7' 4 Product Diagram is Conceptual. Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/DeadtUpiift/Total 1 Glulam or solid sawn lumber beam 7.00" Hanger 276 / 273 / 0 / 549 Custom Detail Custom Accessory 2 Glulam or solid sawn lumber beam 7.00" Hanger 276 / 141 / 0 /417 Custom Detail Custom Accessory -User specified custom detail for support: 1, 2. DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 521 491 1501 Passed (33%) Lt. end Span 1 under Snow loading Moment (Ft -Lbs) 1533 1533 1511 Passed (101%) MID Span 1 under Snow loading Live Lo: = Defl (in) 0.523 0.514 Passed (L/354) MID Span 1 under Snow loading Total Li Defl (in) 0.816 0.313 Failed (L222 MID Span 1 under Snow loading - Deflection Criteria: MINIMUM(LL:L/360,TL:L/240). Additional checks follow. TL:0.313" -Bracin ' Lu): All compression edges (top and bottom) must be braced at 8' 1" o/c unless detailed otherwise. Proper attachment and positioning of lateral .. ::ng is required to achieve member stability. -The all,: ;fable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. -Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. ADDI ;AL NOTES: - IMPOrn I hNT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accr - in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and st ,. d dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not z . -tucts are readily available. Check with your supplier or TJ technical representative for product availability. YSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accor ' with 2001 NDS methodology. Alto. Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone : (206) 957 -3906 Fax : (206) 957-3901 jriley@quantumce.com * : : � � vA T.{ -Beam 6.25 Serial Number. 7004113313 User. 2 7/1312007 4:49:00 AM Page 3 Engine Version: 6.25.71 Load Group: Primary Load Group 15' 5.00" ^ Max. Vertical Reaction Total (lbs) 549 417 Max. Vertical Reaction Live (lbs) 276 276 Regn red Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 97 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 254 -122 Max Shear at Support (lbs) 264 -132 Shear Within Span (lbs) 249 Member Reaction (lbs) 264 132 Sip.. . rt Reaction (lbs) 273 141 (Ft -Lbs) 544 PROJECT INFORMATION: Baker Blvd Retail Center - HVAC Roof Units Copyr. jht 0 2006 by Trus Joist, a Weyerhaeuser Business 2x8 Roof Joists 1 1/2" x 71/4" 1.7E Solid Sawn Douglas Fir #1 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow She at Support (lbs) 491 -359 Max "hear at Support (lbs) 521 -389 Shear Within Span (lbs) 476 Member Reaction (lbs) 521 389 Sur -)rt Reaction (lbs) 549 417 M� (Ft -Lbs) 1533 Li' eflection (in) 0.523 Tot<:. Deflection (in) 0.816 OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone : (206) 957 -3906 Fax : (206) 957-3901 jriley ©quantumce.com A� EaM a e B d 2x10 Roof Joists TJ- Beam e5.25 Serial Number.7004113313 1 1/2" x 9 1/4" 1.7E Solid Sawn Douglas Fir #1 User 2 Engine Version:6.25.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0M2 Roof Slope0M2 18'1" 4 All dimensions are horizontal. Product Diagram is Conceptual. SUPPORTS: 0 LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' 4" Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Ap Snow(1.15) 0 300 3' 3 1/2" -.- F J c 1v Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Glulam or solid sawn lumber. beam 7.00" Hanger 301 / 402 / 0 / 704 Custom Detail Custom Accessory 2 Glulam or solid sawn lumber beam 7.00" Hanger 301 / 198 / 0 / 500 Custom Detail Custom Accessory -User specified custom detail for support: 1, 2. DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) 675 636 1915 Passed (33 %) Lt. end Span 1 under Snow loading Moment (Ft -Lbs) 2217 2217 2255 Passed (98 %) MID Span 1 under Snow loading Live Load Defl (in) 0.365 0.564 Passed (L/556) MID Span 1 under Snow loading Total Load Defl (in) 0.692 0.846 Passed (1/293) MID Span 1 under Snow loading - Deflection Criteria: MINIMUM(LL:L/360,TL:L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 5' 10" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. - Analysis -based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with 2001 NDS methodology. -Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. PROJECT INFORMATION: Baker Blvd Retail Center - HVAC Roof Units Copyright O 2006 by Trus Joist, a Weyerhaeuser Business 4 OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone : (206) 957 -3906 Fax : (206) 957 -3901 jriley @quantumce.com ? fAh `' 2x10 Roof Joists TJ-Beam®6.25 Serial N b x ` 1 133 1 1/2" x 9 1/4" 1.9E Solid Sawn Douglas Fir #1 User. 2 7/13/2007 4:45:34 AM Page Engine Version: 62511 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 16' 11.00" Max. Vertical Reaction Total (lbs) 704 500 Max. Vertical Reaction Live (lbs) 301 301 Required Bearing Length in 1.50(W) 1.50(W) Max. Unbraced Length (in) 70 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 380 -176 Max Shear at Support (lbs) 393 -189 Shear Within Span (lbs) 348 Member Reaction (lbs) 393 189 Support Reaction (lbs) 402 198 Moment (Ft -Lbs) 1071 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 636 -432 Max Shear at Support (lbs) 675 -471 Shear Within Span (lbs) 539 Member Reaction (lbs) 675 471 Support Reaction (lbs) 704 500 Moment (Ft -Lbs) 2217 Live Deflection (in) 0.365 Total Deflection (in) 0.692 PROJECT INFORMATION: Baker Blvd Retail Center - HVAC Roof Units Copyright O 2006 by Trus Joist, a Weyerhaeuser Business OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone : (206) 957-3906 Fax :(206)957 -3901 jriley @quantumce.com AWeyerhxum Busing TJ- Bear 06.25 Serial Number: 7004113313 User. 2 71132007 4:54:01 AM Page 1 Engine Version: 6.25.71 PR B member Slope: 0112 Roof SlopeO/12 11 11 dimensions are horizontal. SUPP ^ RTS: :T INFORMATION: id Retail Center - HVAC Roof Units Cop . 5 2006 by Trus Joist, a Weyerhaeuser Business 2x8 Roof Joists - Small Building (Near Grid B) 1 1/2" x 7 1/4" 1.7E Solid Sawn Douglas Fir #1 15' LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' 4" Prima -y Load Group - Snow (psf): 25.0 Live at 115 % duration, 10.0 Dead Vertic .1 Loads: Type Class Live Dead . lion App Iftion Comment Point(!bs) Snow(1.15) 0 300 13' \ F - J o s Input Bearing Width Length 1 I" sonry wall with embedded hanger 5.50" Hanger 2 ( am or solid sawn lumber beam 5.13" Hanger -User specified custom detail for support: 1, 2. DESIGN CONTROLS: Maximum Design Control Control Location Shear ;Ibs) -614 -584 1501 Passed (39 %) Rt end Span 1 under Snow loading Mom it (Ft Lbs) 1474 1474 1511 Passed (98 %) MID Span 1 under Snow loading Live d Defl (in) 0.368 0.470 Passed (L/461) MID Span 1 under Snow loading Tote 3d Defi (in) 0.667 0.313 Failed (L/254) , MID Span 1 under Snow loading -Deft_ ',on Criteria: MINIMUM(LL :L /360,TL:L/240). Additional checks follow. -TL:o : ' 3" -Brad Lu): All compression edges (top and bottom) must be braced at 8' 11" o/c unless detailed otherwise. Proper attachment and positioning of later .king is required to achieve member stability. -The vable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for applicability of increase. Ana! •: based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis. ADC _ NAL NOTES: - IMP . 'ANTI The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be z ”plished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads, and d dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Nc, - oducts are readily available. Check with your supplier or TJ technical representative for product availability. rLYSIS FOR iLevel PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in acco' ':e with 2001 NDS methodology. Ally a Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above. Vertical Reactions (Ibs) Live/Dead/Uplift/Total 251 /153/0/404 249 /386/0/635 Product Diagram is Conceptual. Detail Other Custom Detail Custom Accessory Custom Detail Custom Accessory OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone: (206) 957 -3906 Fax : (206) 957-3901 jriley @quantumce.com 4 111C4,. •11■01.:: 1 AWeyexhxusa Business TJ- Bear-.!) 6.25 Serial Number: 7004113313 User 2 /132007 4:54:01 AM Page 3 Engine Version: 6.25.71 Load Group: Primary Load Group " 14' 1.38" " Max. Vertical Reaction Total (ibs) 404 635 Max. '. rtical Reaction Live (lbs) 251 249 Rec:- ._1 Bearing Length in 1.50(S) 1.50(W) Max. :braced Length (in) 107 ::ding on all spans, LDF = 0.90 , 1.0 Dead Shea: :t Support (lbs) 136 -369 Max :::;ear at Support (lbs) 146 -379' Shear Within Span (lbs) -354 Meer Reaction (ibs) 146 379 S.;?: Reaction (lbs) 153 386 Ft -Lbs) 667 Loa,' ; on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shei t Support (lbs) 351 -584 May ar at Support (lbs) 381 -614 Shec. -ithin Span (lbs) -537 Mer. r Reaction (lbs) 381 614 Sc: Reaction (lbs) 404 635 =t -Lbs) 1474 L. lection (in) 0.368 Tot: 'flection (in) 0.667 PR 0T INFORMATION: Ea. : ,vd Retail Center - HVAC Roof Units Copy: 1 J 2006 by Trus Joist, a Weyerhaeuser Business 2x8 Roof Joists - Small Building (Near Grid B) 1 1/2" x 7 1/4" 1.7E Solid Sawn Douglas Fir #1 MEMBER IS INSUFFICIENT DUE TO LOAD OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone : (206) 957-3906 Fax : (206) 957-3901 jriley ©quantumce.com Two -Span GL Beam on Grid Line 1.7 Business TJ- Beam ®6.25 Serial Nu 5 1/8" x 16 1/2" Glulam (24F - V8 DF) User. 2 7/1312007 4:39:41 AM Page 1 Engine Version: 6.2511 Member Slope: 0J12 Roof Slope0MZ 2T 9" All dimensions are horizontal. THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Application Uniform(plf) Snow(1.15) 375.0 180.0 0 To 46' 3" Replaces Point(lbs) Snow(1.15) 0 900 24' Uniform(plf) Snow(1.15) 0.0 80.0 0 To 27' Adds To SUPPORTS: 1 Steel column 2 Steel column 3 Steel column Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live/Dead/Uplift/Total 9.25" 2.34" 4449 / 3357 / 0 / 7806 By Others 3.50" 5.74" 10910 / 8197 / 0 / 19107 By Others 9.25" 1.50" 2676 / 782 / 0 / 3458 By Others None DESIGN CONTROLS: Maximum Design Control Shear (Ibs) -11335 -10398 15560 Moment (Ft -Lbs) - 47019 -47019 51520 Live Load Defl (in) 0.781 0.903 Total Load Defl (in) 1.381 1.355 PROJECT INFORMATION: Baker Blvd Retail Center - HVAC Roof Units Copyright O 2006 by Trus Joist, a Weyerhaeuser Business TJ -Beam® is a registered trademark of Trus Joist. Control Passed (67 %) Passed (91 %) Passed (1/416) Passed (L/235) 4 Comment None None Product Diagram is Conceptual. - Bearing length requirement exceeds input at support(s) 2. Supplemental hardware is required to satisfy bearing requirements. Location Rt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow ALTERNATE span loading MID Span 1 under Snow ALTERNATE span loading - Deflection Criteria: MINIMUM(LL:L/360,TL:L/240). - Standard (TJ Criteria) deflection has been exceeded. - Bracing(Lu): All compression edges (top and bottom) must be braced at 23' 4" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone : (206) 957-3906 Fax : (206) 957 -3901 jriley @quantumce.com Overall Dimension: 48' 3" 18' 6" •] �.�`4a Two -Span GL Beam on Grid Line 1.7 TJ8earr�6.25SerialN 5 1/8" x 16 1/2" Glulam (24F - V8 DF) User. 2 7/132007 4:39:41 AM Page 3 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 27' 1.25" ^ 17' 10.25" ^ Max. Vertical Reaction Total (lbs) 7806 19107 3458 Max. Vertical Reaction Live (lbs) 4449 10910 2676 Required Bearing Length in 2.34(S) 5.74(S) 1.50(S) Max. Unbraced Length (in) 410 280 555 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 2755 -4902 2624 -351 Max Shear at Support (lbs) 3176 -5268 2929 -652 Shear Within Span (lbs) -4276 N/A Member Reaction (lbs) 3176 8197 652 Support Reaction (lbs) 3357 8197 782 Moment (Ft -Lbs) 17976 -20324 1060 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 6290 -10398 6896 -1641 Max Shear at Support (lbs) 7273 -11335 7772 -2505 Shear Within Span {lbs) -8937 N/A Member Reaction (lbs) 7273 19107 2505 Support Reaction (lbs) 7696 19107 2876 Moment (Ft -Lbs) 40346 -47019 5449 Live Deflection (in) 0.716 0.011 Total Deflection (in) 1.316 -0.139 ALTERNATE span loading on odd # spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 6399 -10289 5341 -415 Max Shear at Support (lbs) 7383 -11226 5931 -997 Shear Within Span (lbs) -8827 N/A Member Reaction (lbs) 7383 17157 997 Support Reaction (lbs) 7806 17157 1234 Moment (Ft -Lbs) 41569 -44052 1280 Live Deflection (in) 0.781 -0.126 Total Deflection (in) 1.381 -0.210 ALTERNATE span loading on even # spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 4413 - 7759 6315 - 2223 Max Shear at Support (lbs) 5115 -8411 7190 -3086 Shear Within Span (lbs) -6716 N/A Member Reaction (lbs) 5115 15601 3086 Support Reaction (lbs) 5404 15601 3458 Moment (Ft -Lbs) 27949 -36639 8273 Live Deflection (in) 0.294 0.091 Total Deflection (in) 0.892 -0.055 PROJECT INFORMATION: Baker Blvd Retail Center - HVAC Roof Units Copyright O 2006 by Trus Joist, a Weyerhaeuser Business TJ- Beame is a registered trademark of Trus Joist. OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone: (206) 957 -3906 Fax : (206) 957-3901 jriley @quantumce.com A Business TJ -Beam® 6.25 Serial Number 7004113313 User. 2 7/13/2007 4:05:59 AM Page 1 Engine Version: 6.25.71 Member Slope: 0M2 Roof SlopeOP12 4 All dimensions are horizontal. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Application Uniform(plf) Snow(1.15) 469.0 225.0 0 To 49' 6" Replaces Point(Ibs) Snow(1.15) 0 900 40' SUPPORTS: 1 Steel column 2 Steel column Input Bearing Width Length 3.00" 5.49" 9.25" 5.78" - Bearing length requirement exceeds input at support(s) 1. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Shear (Ibs) -18784 Moment (Ft -Lbs) 223858 Live Load Defl (in) Total Load Deft (in) -16376 35363 223858 226616 1.468 1.624 2.366 2.436 - Deflection Criteria: MINIMUM(LL:1J360,TL:L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 6' 10" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with current code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. -The analysis presented is appropriate for Glulam beams. Operator Notes: John Riley PROJECT INFORMATION: Baker Blvd Retail Center - HVAC Roof Units Copyright O 2006 by Trus Joist, a Weyerhaeuser Business TJ -Beam is a registered trademark of Trus Joist. GL Beam on Grid Line 2 5 1/8" x 37 1/2" Glulam (24F - V4 DF) THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Passed (46 %) Passed (99 %) Passed (U398) Passed (U247) 49' 6" Vertical Reactions (Ibs) Detail Live/Dead/Uplift /Total 11486 / 6818 / 0 / 18303 By Others 11730 /7532 /0 / 19262 By Others Comment Other None None Location Rt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading Product Diagram is Conceptual. OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone : (206) 957 -3906 Fax : (206) 957 -3901 jriley @quantumce.com - GL Beam on Grid Line 2 7.I-Beam®6.25 Serial e 7 333 N e 51/8" x 37 1/2" Glulam (24F - V4 DF) User. 2 7/13/2007 4:05:59 AM Page2 Engine Version: 6.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 48' 8.75" Max. Vertical Reaction Total (lbs) 18303 19262 Max. Vertical Reaction Live (lbs) 11486 11730 Required Bearing Length in 5.49(S) 5.78(S) Max. Unbraced Length (in) 82 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 5901 -6474 Max Shear at Support (lbs) 6784 -7357 Shear Within Span (lbs) -4951 Member Reaction (lbs) 6784 7357 Support Reaction (lbs) 6818 7532 Moment (Ft -Lbs) 84682 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 15803 -16376 Max Shear at Support (lbs) 18211 -18784 Shear Within Span (lbs) -12225 Member Reaction (lbs) 18211 18784 Support Reaction (lbs) 18303 19262 Moment (Ft -Lbs) 223858 Live Deflection (in) 1.468 Total Deflection (in) 2.366 PROJECT INFORMATION: Baker Blvd Retail Center - HVAC Roof Units Copyright C 2006 by Trus Joist, a Neyerhaeuser Business TJ -Beam® is a registered trademark of Trus Joist. OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone : (206) 957 -3906 Fax : (206) 957-3901 jriley@quantumce.com .� WW1 ve t TJ- Bearne 6.25 Serial Number. 7004113313 User Pagel EngineVer io : 6.25. 71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version: 6.25. CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: OP12 Roof Slope0M2 SUPPORTS: 1 Steel column 2 Steel column Shear (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) All dimensions are horizontal. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 438.0 210.0 0 To 43' Replaces Point(Ibs) Snow(1.15) 0 900 40' Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift/Total 9.25" 3.46" 9531 / 5648 / 0 / 15179 By Others None 3.00" 3.55" 9303 / 62 0 15595 By Others None - Bearing length requirement exceeds input at support(s) 2. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum -15508 156166 Design Control -13771 35397 156166 174865 1.337 1.408 2.142 2.111 - Deflection Criteria: MINIMUM(LL:L/360,TL:U240). - Standard (TJ Criteria) deflection has been exceeded. - Bracing(Lu): All compression edges (top and bottom) must be braced at 35' 6" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with current code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. -The analysis presented is appropriate for Glulam beams. PROJECT INFORMATION: Baker Blvd Retail Center - HVAC Roof Units Copyright ® 2006 by Trus Joist, a Weyerhaeuser Business TJ -Beame is a registered trademark of Trus Joist. Simple Span GL Beam on Grid Line 3 6 3/4" x 28 1/2" Glulam (24F - V4 DF) Control Passed (39 %) Passed (89 %) Passed (U379) Passed (L/237) 43' Location Rt end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under Snow loading Product Diagram is Conceptual. OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone : (206) 957-3906 Fax : (206) 957 -3901 jriley ©quantumce.com Pi ste Simple Span GL Beam on Grid Line 3 TJ- Beariea25SerialN 7004113313 6 3/4" x 28 1/2" Glulam (24F - V4 DF) User. 2 7/1312007 4:11:29 AM Page3 Engine Version: 8.25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 42' 2.75" Max. Vertical Reaction Total (lbs) 15179 15595 Max. Vertical Reaction Live (lbs) 9531 9303 Required Bearing Length in 3.46(S) 3.55(S) Max. Unbraced Length (in) 426 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 4841 -5618 Max Shear at Support (lbs) 5483 - 6260 Shear Within Span (lbs) -5522 Member Reaction (lbs) 5483 6260 Support Reaction (lbs) 5648 6292 Moment (Ft -Lbs) 58535 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 12994 -13771 Max Shear at Support (lbs) 14731 -15508 Shear Within Span (lbs) -13511 Member Reaction (lbs) 14731 15508 Support Reaction (lbs) 15179 15595 Moment (Ft -Lbs) 156166 Live Deflection (in) 1.337 Total Deflection (in) 2.142 PROJECT INFORMATION: Baker Blvd Retail Center - HVAC Roof Units Copyright m 2006 by Trus Joist, a Weyerhaeuser Business TJ-Beamog is a registered trademark of Trus Joist. OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone : (206) 957-3906 Fax : (206) 957-3901 jriley ©quantumce.com q yerhaaiwBusiness TJ -aeam5 6.25 Serial Number: 7004113313 User: 2 7/13/2007 4:18:28 AM Page 1 Engine Version: 6.25.71 Member Slope: OM2 Roof Slope0M2 i 6__________8.3“ b All dimensions are horizontal. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Uniform(plf) Snow(1.15) 438.0 210.0 0 To 37' Point(Ibs) Snow(1.15) 9303 6292 0 SUPPORTS: 1 Steel column 2 Steel column Shear (Ibs) Moment (Ft -Lbs) Live Load Defl (in) Total Load Defl (in) Operator Notes: John Riley Input Bearing Width Length 3.00" 8.36" 9.25" 1.50" Design -19677 - 154973 0.568 0.881 PROJECT INFORMATION: Baker Blvd Retail Center - HVAC Roof Units Copyright O 2006 by Trus Joist, a Weyerhaeuser Business TJ -Beam® is a registered trademark of Trus Joist. Cantilever Span GL Beam on Grid Line 3 6 3/4" x 28 1/2" Glulam (24F - V8 DF) Application Comment Replaces Vertical Reactions (Ibs) Detail Live/Dead/Uplift /Total 22432 / 14239 / 0 / 36672 By Others 4743 / 1553 / 0 / 6296 By Others Control 35397 179995 0.558 0.837 Control Passed (56 %) Passed (86 %) Passed (2L/354) Failed (2L/228) Other None None 28' 9" Overall Dimension: 37' Product Diagram is Conceptual. - Bearing length requirement exceeds input at support(s) 1. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum -21414 - 154973 Location Left OH under Snow loading Left OH under Snow ALTERNATE span loading Left OH under Snow ALTERNATE span loading Left OH under Snow ALTERNATE span loading - Deflection Criteria: MINIMUM(LL:L/360,TL:V240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 36' 1" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with current code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. -The analysis presented is appropriate for Glulam beams. OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone : (206) 957-3906 Fax : (206) 957-3901 jriley@quantumce.com • v eer Burma TJ - Beam® 6.25 Serial Number: 7004113313 User. 2 7/132007 4:18:29 AM Page 2 Engine Version: 6.25.71 Load Group: Primary Load Group 8' 4.50" " 27' 11.75" Max. Vertical Reaction Total (lbs) 36672 6296 Max. Vertical Reaction Live (lbs) Required Bearing Length in Max. Unbraced Length (in) Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) -7800 5155 -745 Max Shear at Support (lbs) -8442 5797 -1387 Member Reaction (lbs) 14239 1387 Support Reaction (lbs) 14239 1553 Moment (Ft -Lbs) 0 -61700 3745 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) Max Shear at Support (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft -Lbs) Live Deflection (in) Total Deflection (in) ALTERNATE span loading on odd # spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) Max Shear at Support (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft -Lbs) Live Deflection (in) Total Deflection (in) ALTERNATE span loading on even # spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) Max Shear at Support (lbs) Member Reaction (lbs) Support Reaction (lbs) Moment (Ft -Lbs) Live Deflection (in) Total Deflection (in) PROJECT INFORMATION: Baker Blvd Retail Center - liVAC Roof Units Copyright m 2006 by Trus Joist, a Weyerhaeuser Business T.7-Beam® is a registered trademark of Trus Joist. Cantilever Span GL Beam on Grid Line 3 6 3/4" x 28 1/2" Glulam (24F - V8 DF) 22432 8.36(S) 433 433 444 4743 1.50(S) - 19677 13521 -2444 -21414 15258 -4180 36672 4180 36672 4629 0 - 154973 12577 0.444 -0.111 0.758 -0.200 - 19677 11005 73 - 21414 12195 -1117 33608 1117 33608 1394 0 - 154973 1311 0.568 -0.222 0.881 -0.309 - 13739 11855 -4110 - 14928 13591 -5847 28519 5847 28519 6296 0 - 108337 24607 0.099 0.095 0.412 -0.058 OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone : (206) 957 -3906 Fax : (206) 957-3901 jriley ©quantumce.com 1� GL Beam on Grid Lines 4 and 5 TJ- Beam®6.25SerialN e 1 Business 6 3/4" x 34 1/2" Glulam 24F - V ( 4 DF) User 2 EEngineVersion: 4:03:05 25.71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: 0.12 Roof Slope0M2 4 b All dimensions are horizontal. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 431.0 207.0 0 To 51' 6" Replaces Point(lbs) Snow(1.15) 0 900 40' SUPPORTS: Input Bearing Vertical Reactions (lbs) Detail Other Width Length Live/Dead /Uplift/Total 1 Steel column 3.00" 4.08" 10986 / 6912 / 0 / 17898 By Others None 2 Steel column 9.25" 4.28" 11210 / 7564 / 0 / 18774 By Others None - Bearing length requirement exceeds input at support(s) 1. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear (Ibs) -18326 -16242 42849 Passed (38 %) Rt. end Span 1 under Snow loading Moment (Ft -Lbs) 228351 228351 246825 Passed (93 %) MID Span 1 under Snow loading Live Load Defl (in) 1.545 1.691 Passed (L/394) MID Span 1 under Snow loading Total Load Defl (in) 2.551 2.536 Passed (L/239) MID Span 1 under Snow loading - Deflection Criteria: MINIMUM(LL:L/360,TL :L/240). - Standard (TJ Criteria) deflection has been exceeded. - Bracing(Lu): All compression edges (top and bottom) must be braced at 27' 2" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with current code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. -The analysis presented is appropriate for Glulam beams. PROJECT INFORMATION: Baker Blvd Retail Center - HVAC Roof Units Copyright O 2006 by Trus Joist, a Weyerhaeuser Business TJ -Beam® is a registered trademark of Trus Joist. 51' 6" Product Diagram is Conceptual. OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone: (206) 957 -3906 Fax : (206) 957-3901 jriley @quantumce.com Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 6088 -6603 Max Shear at Support (lbs) 6879 -7394 Shear Within Span (lbs) -4532 Member Reaction (lbs) 6879 Support Reaction (lbs) 6912 Moment (Ft -Lbs) 89750 rcss TJ -Beam® 6.25 Serial Number. 70041 1 3 P�3 En THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 50' 8.75" ^ Max. Vertical Reaction Total (lbs) 17898 18774 Max. Vertical Reaction Live (lbs) 10986 11210 Required Bearing Length in 4.08(S) 4.28(S) Max. Unbraced Length (in) 326 PROJECT INFORMATION: Baker Blvd Retail Center - HVAC Roof Units Copyright C 2006 by Trus Joist, a Weyerhaeuser Business TJ -Bea,B is a registered trademark of Trus Joist. GL Beam on Grid Lines 4 and 5 6 3/4" x 34 1/2" Glulam (24F - V4 DF) 7394 7564 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 15727 -16242 Max Shear at Support (lbs) 17811 -18326 Shear Within Span (lbs) -10786 Member Reaction (lbs) 17811 18326 Support Reaction (lbs) 17898 18774 Moment (Ft -Lbs) 228351 Live Deflection (in) 1.545 Total Deflection (in) 2.551 OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone: (206) 957 -3906 Fax : (206) 957-3901 jriley @quantumce.com Ti i"? TJ -Beam® 6.25 Serial N 1B13 User. 2 7/13/2007 4:26:19 AM Page 1 Engine Version: 6.25.71 Member Slope: 0M2 Roof Slope0M2 Simple Span GL Beam on Grid Line 7 6 3/4" x 22 1/2" Glulam (24F - V4 DF) AI! dimensions are horizontal. SUPPORTS: Operator Notes: John Riley PROJECT INFORMATION: Baker Blvd Retail Center - HVAC Roof Units Copyright O 2006 by Trus Joist, a Weyerhaeuser Business TJ -Beam® is a registered trademark of Trus Joist. 37' LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 403.0 194.0 0 To 37' Replaces Input Bearing Vertical Reactions (Ibs) Detail Other Width Length Live/Dead/Uplift /Total 1 Steel column 9.25" 2.71" 7560 / 4332 / 0 /11892 By Others None 2 Steel column 3.00" 2.64" 53 1 / 4212 / 0 / 11562 y Others None Product Diagram is Conceptual. DESIGN CONTROLS: Maximum Design Control Control Location Shear (lbs) 11483 -10215 27945 Passed (37 %) Rt. end Span 1 under Snow loading Moment (Ft -Lbs) 104006 104006 113318 Passed (92 %) MID Span 1 under Snow loading Live Load Defl (in) 1.354 1.208 Failed (L/'i MID Span 1 under Snow loading Total Load Defl (in) 2.131 1.811 Failed (L/204 MID Span 1 under Snow loading - Deflection Criteria: MINIMUM(LL:L/360,TL:L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 37' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with current code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. - Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. -The analysis presented is appropriate for Glulam beams. OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone : (206) 957 -3906 Fax : (206) 957 -3901 jriley ©quantumce.com 4111g:::1 ACCeyerhseuser Business T. - Beam® 6.25 Serial Number: 7004113313 User: 2 7/132007 4:26:19 AM Page 2 Engine Version: 6.25.71 Load Group: Primary Load Group ^ 36' 2.75" Max. Vertical Reaction Total (lbs) 11892 11562 Max. Vertical Reaction Live (lbs) 7560 7351 Required Bearing Length in 2.71(S) 2.64(S) Max. Unbraced Length (in) 444 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) 3721 -3721 Max Shear at Support (lbs) 4183 -4183 Member Reaction (lbs) 4183 4183 Support Reaction (lbs) 4332 4212 Moment (Ft -Lbs) 37886 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) 10215 -10215 Max Shear at Support (lbs) 11483 -11483 Member Reaction (lbs) 11483 11483 Support Reaction (lbs) 11892 11562 Moment (Ft -Lbs) 104006 Live Deflection (in) 1.354 Total Deflection (in) 2.131 PROJECT INFORMATION: Baker Blvd Retail Center - HVAC Roof Units Copyright m 2006 by Trus Joist, a Weyerhaeuser Business TJ -Seas® is a registered trademark of Trus Joist. Simple Span GL Beam on Grid Line 7 6 3/4" x 22 1/2" Glulam (24F - V4 DF) OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone : (206) 957 -3906 Fax : (206) 957-3901 jriley @quantumce.com wAac� Eiusiness TJ-Seam® 6.25 Serial Number. 7004113313 User. 2 7/13/2007 4:31:20 AM Page 1 Engine Version: 6.25.71 Member Slope: 0/12 Roof Slope0M2 I ap 7. 3.. 4 AD dimensions are horizontal. LOADS: Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 1' Primary Load Group - Snow (psf): 25.0 Live at 115 % duration, 10.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 403.0 194.0 0 To 43' Replaces Point(Ibs) Snow(1.15) 7351 4212 0 Point(Ibs) Snow(1.15) 0 900 3' SUPPORTS: 1 Steel column 2 Steel column Input Bearing Width Length 3.00" 7.13" 9.25" 2.14" - Bearing length requirement exceeds input at support(s) 1. Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Shear (Ibs) -17138 Moment (Ft -Lbs) - 106454 Live Load Defl (in) Total Load Defl (in) - Deflection Criteria: MINIMUM(LL:L/360,TL:L/240). - Bracing(Lu): All compression edges (top and bottom) must be braced at 37' o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with current code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. - PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Custom product listed above. -The analysis presented is appropriate for Glulam beams. PROJECT INFORMATION: Baker Blvd Retail Center - HVAC Roof Units -15870 27945 - 106454 117378 0.612 0.492 0.794 0.738 Copyright O 2006 by Trus Joist, a Weyerhaeuser Business TJ -Beam® is a registered trademark of Trus Joist. Cantilever Span GL Beam on Grid Line 7 6 3/4" x 22 1/2" Glulam (24F - V8 DF) Control Passed (57 %) Passed (91%) Failed (21../212) Failed (2L23) 35' 9" Vertical Reactions (Ibs) Detail Other Live/Dead /Uplift/Total 19235 / 12034 / 0 / 31268 By Others None 6377 / 3008 / 0 / 9385 By Others None Product Diagram is Conceptual. Location Left OH under Snow loading Left OH under Snow loading Left OH under Snow ALTERNATE span loading OH under Snow ALTERNATE span loading OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone: (206) 957 -3906 Fax : (206) 957-3901 jriley ©quantumce.com Overall Dimension: 43' AWyerhaeuser Business TJ -Beans 6.25 Serial Number. 7004113313 User. 2 7/13/2007 4:31:21 AM Page 3 Engine Version: 6.25.71 Load Group: Primary Load Group Cantilever Span GL Beam on Grid Line 7 6 3/4" x 22 1/2" Glulam (24F - V8 DF) 7' 4.50" ^ 34' 11.75" Max. Vertical Reaction Total (ibs) 31268 9385 Max. Vertical Reaction Live (lbs) 19235 6377 Required Bearing Length in 7.13(S) 2.14(S) Max. Unbraced Length (in) 444 444 516 Loading on all spans, LDF = 0.90 , 1.0 Dead Shear at Support (lbs) -6353 4757 -2397 Max Shear at Support (lbs) -6815 5219 -2858 Shear Within Span (lbs) -5805 N/A Member Reaction (lbs) 12034 2858 Support Reaction (lbs) 12034 3008 Moment (Ft -Lbs) 0 -41281 17692 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) -15870 12862 -6776 Max Shear at Support (lbs) -17138 14130 -8044 Shear Within Span (lbs) -14365 N/A Member Reaction (lbs) 31268 8044 Support Reaction (lbs) 31268 8453 Moment (Ft -Lbs) 0 - 106454 51031 Live Deflection (in) 0.215 0.452 Total Deflection (in) 0.397 0.670 ALTERNATE span loading on odd # spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) -15870 9741 -3655 Max Shear at Support (lbs) -17138 10606 -4519 Shear Within Span (lbs) -14365 N/A Member Reaction (lbs) 27744 4519 Support Reaction (lbs) 27744 4775 Moment (Ft -Lbs) N/A - 106454 23617 Live Deflection (in) 0.612 -0.235 Total Deflection (in) 0.794 -0.189 ALTERNATE span loading on even # spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Shear at Support (lbs) - 11112 11931 -7707 Max Shear at Support (ibs) -11977 13199 -8975 Shear Within Span (lbs) -10085 N/A Member Reaction (lbs) 25175 8975 Support Reaction (lbs) 25175 9385 Moment (Ft -Lbs) 0 -73867 63536 Live Deflection (in) -0.289 0.807 Total Deflection (in) -0.108 1.019 PROJECT INFORMATION: Baker Blvd Retail Center - HVAC Roof Units Copyright C 2006 by Trus Joist, a Weyerhaeuser Business TJ -Beam® is a registered trademark of Trus Joist. OPERATOR INFORMATION: John Riley Quantum Consulting Engineers 1511 3rd Avenue Suite 323 Seattle, WA 98101 Phone : (206) 957 -3906 Fax : (206) 957-3901 jriley ©quantumce.com • P.1M wc�21� evi/ ivoi.1 GA - 23 10 - ) 7 0P 0) i ti 9 R3 9 FROM : MAN LEE GENERAL DATA MICA- SERIES ( NOM. SIZES 3-7.6 TONS [10.6 -26.4 kW] ASHRAE 90.1 -1999 COMPUANT MODELS Medal Sines 11 AW1 '.. 5CJK13X Al60YL1E CONTINUED Coati Prrafamuael GrossCoothg sn PA Nominal DIVAN Rated 014 11/41 MI ae11001110 tkW1 Net sensible Capacity tote pw1 Net Latent Capacity Btu PM Net System Power kW Heat1A1 Perhrapnert (Package BaslEleddcr Heating Input Btu DM Heeling 0u• Dtu VcW1 Temperature Rise Range 1'C1 Ai1UE % Steady State Efficiency (16) caulomb Seasonal Elf. (%) No. Burners No. Stapes Gas Connection Pipe Size hi. (urn] Conte Gabber Dowd Mere aatMoer Coll Fie lobe • tithe V, 'rube Sim In. (mroj 00 Face Arn sq. iL [9.q. m] [loon / FPl Pool titer Cad Fix 1]ipe Tube type Tuba Slay 6t (mm] Face Ares sq. IL (sq. m] m ews /API pan) Retriperant Control Drab Comtelba NoJSbs la. (mm] iMBoor Fan Type No. Used/Diameter h (mm] DtWe lype/No. Speeds CFt IL MI No. Motors/HP Motor RPM 'Weer Fig type No. Wed/Diameter in. [mm] Drlw TYpe/No. Speeds No. Motors Motor HP Motor RPM Motor tame Size Filter 1Ype Furnished (No.) Size Recommended In. (amt Mimed Charge Dz. [91 Weights Net Weight bs. Poll $hip Weight lbs. (iro1 Bee Pogo ea 9.r Noeos PHONE NO. : 4257431045 63.000 tan 9.1/10.1 20048000 X4419441 60.000 (1711 44.000 11281 16,00014.71 6.5 135,000 (39.61 106.500 (31i3 40-70 [222/38.4] so 79 76 6 1 05 [1271 578 (262] 685 (2551 75 Lowered Smooth 0.37516. ] 16x8 [1341 18/18171 Loomed ' Smooth OVA 5.1710.41g 6 / 14 1 8 1 . Capably ides 1H (23,,1) Prepay V24 poem Direct/! 3100 (1746] 1 et 1/3 HP 1075 FC Centrifugal 1/1101(279.4x279A) Df•ett/3 1 3/4 1725 48 Yes (1)1x16x25 125x406351 (1)1x16x25 (25x406x635] 131 137141 63.000 [15.51 9.3/10.1 20002000 (9441944) 80.000 (17.83 44,000 1000 [4.7) 65 135.000 (399] 106,500 pill 40-70 (22.4/381) e0 79 76 6 1 0.5 (12.71 1/Copeland Scree 78 Lowered Smooth 0.375 pis] 1655 (1s4] 1.6/ 1801 Lowered Smooth 01125 [/A 5.17 (0.483 5/14 CiPtibuY 1/1125.41 Propeller 1x24 X31 Dhoti 3700 (17481 1 et 1/3 HP 1075 'FC Centrifugal 1/11x11 12734 279/9] Direct/3 1 314 1725 48 Disposable Yes (1)1x1625 125x40648351 (1)1x1645 640 (1L] 9.3/10.1 2000/2000 (944/9441 60.000 117.61 44.000 (12.91 16.000 5.5 100,000 129.81 s1900 123 2555 (131180.6( 80 61 05 11271 1/Copeland Scroll 78 Louvered Smooth 0375193] 1656 (1141 1.5/18(73 Loomed Smooth 0.125 (7.3 5.17 (095) 5/1416) CaPENy Tubes VI 1254 Propeller V24 (60911 Dkact/D 3700 (1746] 1l/3t0' 1075 FC Centrifugal 1Nix11 1279.4279A1 BcMlariable 1 3/4 1725 56 Disposable Yes (1)1x1025 126x40846357 (1)1x1625 F5x406x635] 131 (37141 57212801 y8o 1783] 31 • w . •. _. .• ;:,:- Jul. 07 2007 04:36PM P1 63.000 ( 9.x/10.1 BOOM= 1 4 1 60900 (17:61 41,00011291 18.000 (471 8.5 135,000 (39.61 109,400 (32.1) 40-70 122.2138.41 80 81 6 1 0.5 1123'1 =Wand Scroll 78 Louvered Smooth 027510.61 1616 (124] 15/18171 Lowered &mouth 0212517.91 5.17 (0.4$1 5 / 14 161 Capinary It lees 1/1 125.4] Propeller 1/24 (80921 Dlret7/f 3700 (1746] 1st1/3HP 1075 FC Centrifugal 1/11u11 1279.4x279.4] Bolt/Wrlable 1 3/4 1725 56 Disponi:a Yes (1)1x16x25 [25x408x635] ):x16o25 (25x406x635] 131 [37141 578(2623 685 (266) • ( ) Designates Metro Conversions FROM : K4AN LEE GENERAL DATA - RKMA- SERIES NOM. SIZES 6TON [21.1 kW] ASHRAE 90.1 -1999 COMPLIANT MODELS A072CM10E AD72C2813E 75,003 [u; 10.3/NA 240W2400 (1133/11331 72,000 (21.1) 53.000 (15.5) 10,000 (5.61 115 7 Model RIM- Seriers Coottn9 Purlorntteeet Guns Goering Capacity Etu lkw) EER/5EER Nominal CF1dtAR( Rated CAN (L/s1 ARL NM Cooling Gaped y btu (kW) Net Sensible Capacity Btu [kW] Net Latent Capacity Btu (WI] Integrated Part Load Value gist System Power kW Reefing Performance (Package Gas)Hactric)e Headng Input Stu flew Heating Output Btu (kW) Temperature Rise Range 'F ('c] AFUE % Steady State Efficiency (%) No. Burners No. Stages Gas Connection Pipe Size in. [mm] Compressor Mowr Outdoor Sound Rating (58)5 Outdoor Coil -FM Type . Tube Type Tube Site in. (mm) 00 Face Area sot. ft. (so. m) Rows / FPI [FPcrn] Indoor Coll -Fin Type Tube Type Tithe Size in. [rmn) Face Area so. ft. (sq. m] Rows / FP] [FPcm) Refrigerant Control Indoor Fau -Type No. Used/Diameter in. (mm) Cave Type/No. Speeds No. Motors Motor HP Motor RPM Motor Frame Size Filter -Type Furnished (No.) Sae Recommended in. (mm) Refrigerant Charge Ch. (Sys.1/Sys. 2) I9) Weights Net Weight lbs. (kg] Ship Weight Ws. (kel S ee Paw 87 for Notes. PHONE NO. : 4257431045 A072CL10E 75.0001221 10.3/NA 24012400 [1133/1133] 72,000 [21.1] 53,000 (15.5) 19.000 [5.6] 11.5 7 100.000 [29.3] 81,000 (231] 20410 (11.1127.8] 80 81 5 1 0.5 (12.7) 2/Copeland Scr011 83 Louvered Rifled 0.375 [9.51 16.56 [1.541 2/22[9] Louvered Rifled 0.375 [9.51 6.5 (0.61 4/12[5) Capillary Tubes Drain Connection No./Size In. (mm) 1/1 p5.4) Outdoor Fan-lyfpe Propeller NO. Used/Diameter in. (nun) 1/24 [609.6] Drive Type/No. Speeds CFM [(s] NO. MOtorsIHP Motor RPM Direct/1 4000 (1388] 1 at 1/3 HP 1075 FC Centrifugal 1/11x12[ 279.4404.8) Belt/Variable 1 1 1/2 1725 65 Disposable Yes (4)2x1 151x406 S&88 (2495/2495] 608 [278] 616 279) A07211132 75.000 122] 10.3/NA 2400/7400 (1133/1133] 72,000 (21.1) 53,000 (15.5] 19,000 (5.6] 11.5 7 135.000 (39.6] 109,400 [32..1] 3060 [18.7/33.3) 80 81 6 0.5 [12.7) 2/Co eland Scroll 88' Louvered Rifled 0.375 [9.5) 16.56 [1.54] 2/22[9] Louvered Hided 0.375 [9.5) 65 (0.6] 4/12[5] Capillary Tubes 1/1 [25.4) Propeller 1f24 [6016] Direct/1 4000 Nam 1 et 1/3 HP 1075 FC Centrifugal 1/11x12[279.4)(304.8] BeltNariable 1 1/2 1725 56 Disposable YOS x406) (4)2)(16x16 [51)(405x408] ) ] 88/88 [2495/24951 608 (276] 615 [279] 100.000 (29.3] 135,000 (39.6) 81,000 [23.7] 109.400 (32,1) 2050 111.1 /27J) 30-60116.7/32.3) 80 80 81 81 5 6 1 1 0.5 (12.7) 0.5 [12.7) 2/Copeland Scrod 2/Copeland Scroll 83 83 Louvered Rifled 0.375 (9.5) 16.58 (1,541 2/22(9) Louvered Wed 0..375 [9.5] 65 (0.6) 4/12(5) Capillary Tubes 1/1 [25.4] Propeller 1/24 [80161 Direct/i 4000118$8) 1 at 1/3 HP 1075 FC Centrifugal 1/11)(12(279.4304.8) BelWdtable 1 1 1/2 1725 56 Disposable Yes 01)2x16x16(51x405x406 88!88 (2 ivP4a'1 615 [279] 608 2761 Jul. 07 2007 04:37PM P2 75,E Rif 10.a/NA 24002400 (113311133) 72,000 (21,1) 63,000 (16.5) 10,000 [5.61 11.5 7 Louvered Rifled 0.375 19.5) • 16.56 (1.54) 2/22[9] Louvered Rifled 0.375 (9.5) 6.5 (0.6] 4/12[5] Capillary Tubes 1/1 (25.4) Propeller 1/24 1609.6) Direct/1 4000 (1888) 1 et 1/3 HP 1075 FC Centrifugal 1/11x12[279,4)(3041] Se/Wadable 1 1 1/2 1725 56 Disposable Yes (4)2x16216 [51x405x405 88/88 (2495/2495) 615 [279] 608 (2761 Designates Metric Conversions �'rtfY'�.,��Jri� .M'vw:try ::Y: y •.. ,y t:M �.Y +(�,,j�'••� ,/•�•� '� , . „ / .Y.'W{.'.Y4.l.t 1• /Nh:Y�ltwi��f .lr...����vIL..��....�Ij� '`Y: �' 'h< M� .Y�.. ..., Cs N �. �.. •.n.� .�iiW� -..��" �/ Pi i? tNr: ti' ��i? �ti'.: t� •`��a4'i'�wu �'t�iv,• n;,� rr FROM : KUPN LEE GENERAL DATA-RM SERIES VOM. SIZES 34 TONfi5. 'IQt-21.1 kW] ENERGYSTAR COMPLIANT THRU 12/31/03 • A04813MIE edt41110M6- series tooting Pedorelseeel • Gross Ming Capacity Btu (loin . ER/SEER2 Nominal CFWARI Rated CFM (t,h) ARt Net Cooling Capacity Btu [kW) Net Sensible Capacity Btu [kW) Net Lete01 Capacity Om [kW] • aim *stern Power kW leafing Perfamnaece (Package Cas/FleetrIe)4 Mang /kw) Nubia 0utPui Btu IVN1 Temperature Rise Range'F rC1 • AFUE % Steady State Efficiency (%) No: &zoos No. Stages Las Connection Plpe Size In. [ttari) cmpressor NoJlype etdoor Seine Rating (d8)5 eidorr Coil -Plo TVPS Tube Type Tube Fax in. (mm) 00 • Face Arta watt (sq. m) Rows /FPI(Mani door Coil -Fd Type Tube Type Tube Size In. [tram) Face Area eq. ft. (sq. ml Rows I FPI (fPcrn) Refrigerant Control Drain Connection No/Size in. (mm) atdoor Faa --Type No. used/Diameter in.1mm) Drive Type/No. Speeds CFM (us) No. Motors/HP Motor RPM . door Fla -Type No. Used/Diameter in. [mm) Dave Type/No. Speeds No. Motors Motor HP NO1O1 RPM Moto Frame Size ger -Type :umished 'AD.) Sae Recommended in (papal 9rigerant Charge Oz. 1g) sights let Weight Ms flea1 f ip Weight tbs (kg) • Pate 44 for Notes. • y., p . ' • • • 500 (14.61 103/12 160W 00 (755/1551 4000 [14.1] 35.500 [10. 12.500 [9.71 4.6 60.000 [23.4] 100,000 1 64,,800 [191 61.000 (23.7] 80540 [16.7/33.3] 40.70 (22238.9) 80 80 81 81 4 5 1 1 0.5(12.71 0.512( 7 1/0cpefamd Saba 78 Louvered Smooth 0.375 [9.5) 16156 (1.54) 2 /22(9) Louvered Smooth 0.3125 [7.01 5.17 10.481 x /13(5) TX Valves 1/1 [25.41 Propeller 1/24 (609.6) DirecV1 3700 (17461 let 1/3 HP 1075 ' FC Centrnupai 1/11x11 (279A7279A1 Direct/3 1 1/2 1725 48 DISposaote Yes (1)1a16)d5 (25x406a6351 (1)1x16x25 (25 )(406435) 17 149901 PHONE NO. : 4257431045 A046Cx1oE 50,000 (14.61 10.5/12 1600/1600 [75550551 48,000 (14.11 35.500 (10.4) 12.500 [3.71 4.6 1/Copetand Sall 78 Lowered Smooth 0.375 [9.5) 16.56 (1.541 2/22(9) Louvered Smooth 0.3125 [7.9] 5.17 [0.48) 5/13(5) TX Valves 1/1 [25.41 Propeller 1/24160316) Direct/1 3700 (1746] 1et1/3HP 1075 FC Centrifugal Intxll (279.4479.4) Direct/3 1 1/2 1725 48 DispOSable Yes (1110645 (25x406)(635) (101x16x25 125x406x6351 176 (4990) 580 (263) 587 12661 AT48Ck13E 50.000 [14.6) 10.5/12 1600/1600 [755/755) 48.000 [14.1) 35.500 (10.4) 12.500 (3.7) 4.6 135.000 (39.6) 109,400 132.1) 50.80 (27.6/44,4} 80 81 6 1 0.5112 1/Copetand Scroll 78 Louvered Smooth 0.375 (9.51 16.56 [1.54) 2/2219] Louvered Smooth 0.3125 (7.9) 6.17 (0.48] 5/13(51 TX Valves 1n (25.4) Propeller 1/24 (609.6) Direcvt 3700 (17461 t at1/3HP 1075 FC Centrifugal 1/11x11 (279.4479.4) Direct/3 1 1/2 1725 48 Disposable Yes (1)1x16425 (25x406)(635) (1)1,116x25 125x406x6351 176 (4990) Jul. 07 2007 04:37PM P3 AS4BCL88E CONTINUED 50.000 (14.5) 10.5/12 1600/16001755/7551 48.000 (14.11 .35.500 [10.4) 12,500[3.7) 4.8 60,000 (23.4) 64.600 (191 30.60 116.7/33.3] 80 81 4 1 03 (12.7) 1/Copeland Scroll 78 Louvered Smooth 0.375 [9.51 16.56 (1.54) 2122 [9) Louvered Smooth 03125 (7.91 5.17 (0.48] 5 / 13 [5) TX Valves 1/1 125.4) P/opeller 1/24 [609.6) Direct/1 3700(17461 1 at 1/3 HP 1075 FC Centrifugal ill brit 1279.4x279.4/ BdWarlable 1 1/2 1725 56 Disposable Yes (1)1x15x25(25x406x635) (111a 16s26 125)(406)6351 176 (4990) 58512651 580 12631 592 12691 SS? 1266) ( ) Designates Metric Convetetons FROM . WARN LEE ROOOOURBS (Cont.) RQOFCU%B FOR RKMA 6 TON 1211 kW] MODELS RKKA T.6 TON (26A kW] MODELS 1515.1 nm l mar (1802.4 mm) REF. t I mates Mat& Companions PHONE NO. : 4257431045 OgENIsizrt w :,rw x SOS aml 1 ►!d Kenya1 MAX =T Isvex x B0 5 l Kre 42 11081.1 mm) W 0R24° e 0 ▪ a awl Jul. 07 2007 04: 38PM P4 ROOFCURB FOR RKKA 34 TON [1O.6-2U kWJ MODELS RKMA 3-5 TON (10.6 -17.6 kW] MODELS '"�. 4.. f.' f'?! 4 rS¢ M'• �j`. v &'I"?h.J.1h�r,�:�iN'M•i,i�. °7.: ,�i..:i�� - ?�.. �ri7•i'%:1'ii 101 1414 i ^ t .lo t,f i14. °..11SJ :444'r 4,44 1AN 1 'x: ?i!R':Vi nv '1 iry-- &Ii °.ITI4 - - _ % •. . + l i . i SUPPLY fag • mire mm] . FaIJ,ER PAtaEl. ' •" O IOW [311 T 1323/32` [602 6V1ya' t mm) 3 mm) ` O I 1 I I ' [174 mml l i r . FROM : IQJAN LEE UNIT DIMENSIONS �" GAS SAT /ELECTRIC COOLING PACKAGE Te'Sera • SUPPix AND r1E URN DiMEN8IONS `- [ ] Design:tee Metric Convaratons PHONE N0. : 4257431045 12tk` [311 mm] 76' [1937 mmj me) [486 mm) [125 m ] '.7?m✓ Jul. 07 2007 04:39PM P5 UNIT DIMENSIONS-- �RIOUVRKMA►- SERIES RKKA 3 TO 6 TON [10.6 TO 21.1 kW] MODELS RKMA 3 TO 5 TON 110.6 TO 17.6 kW] MODELS M 7., :�: 4:• ' ..7, "3 . -:,tq; 92 _ ;. la+?.1S•ix A ¢tr;;Nf +'Y : wt.:49. n'rrtt�fiYG ? R�}'Ya 02 -12 -2008 KWAN LEE 3808 186 ST SE BOTHELL WA 98012 RE: Permit No. M07 -172 406 BAKER BL TUKW Dear Permit Holder: 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 Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code, every permit issued by the Building Division under the provisions of the code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit issuance, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code does allow the Building Official to approve one extension of time for an additional period not exceeding 180 days. Extension requests must be in writine and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 03/10/2008 , your permit will become null and void and any further work on the project will require a new permit application and associated fees. Thank you for your cooperation in this matter. Sincerely, ifer Marshall Permit Technician xc: Permit File No. M07 -172 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: M07 -172 DATE: 04 -17 -08 PROJECT NAME: BAKER BLVD RETAIL CENTER SITE ADDRESS: 406 BAKER BLVD Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued DEPARTMENTS: _ Bui ding Div ion Public Works ❑ Complete PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP APPROVALS OR CORRECTIONS: Approved Documents/routing slip.doc 2 -28 -02 Fire 51L X Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 04 -22 -08 Incomplete Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route 1l Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 05 -20 -08 Notation: REVIEWER'S INITIALS: DATE: x Approved with Conditions ❑ Not Approved (attach comments) ri Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: M07 -172 DATE: 08 -2 -07 PROJECT NAME: BAKER BOULEVARD RETAIL CENTER SITE ADDRESS: BAKER BL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: / L 1 uilding Division Public Works ❑ DETERMINATION O COMPLETENESS: (Tues., Thurs.) DUE DATE: 08 -07 -07 Complete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Please Route Documents/routing slip.doc 2 -28 -02 PLAN RE�%IEW % ROUTING SLIP TUES/THURS ROUTING: ot Avg/ Fire Prevention Structural Incomplete Structural Review Required Planning Division Permit Coordinator Not Applicable ❑ No further Review Required REVIEWER'S INITIALS: DATE: DUE DATE: 09 -04 -07 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions FA Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Date: f-//7/or Contact Person: Summary of Revision: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # f- Revision # / after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: L r //�� du���� o' 1 ` Project Address: 400 � 1/ � l: /� /9 i-(a S - 1 130 1 1 K Er-- Phone Number: Lo en 770 i) dT -C PG 7 2-e, n cc' cc , R Tom' ea v/i Sheet Number(s): /V at Created: 8 -13 -2004 Revised: Plan Check/Permit Num ber: Ei9Keit r7/9 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: - Entered in Permits Plus on -d I! appiications\for ms- applications on linelrcvision submittal Steven M. Mullet, Mayor Steve Lancaster, Director Alc7,-172— rlon - - ► 7 APR 17 2fip3 PPr l r re &15� License Information License KLENGI *000KB Licensee Name K L ENGINEERING INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602026518 Ind. Ins. Account Id #2 Business Type CORPORATION Address 1 3808 186TH ST SE Address 2 City BOTHELL County SNOHOMISH State WA Zip 98012 Phone 4253279304 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 5/2/2000 Expiration Date 3/5/2009 Suspend Date Separation Date Parent Company Previous License KLHVARMO22NF Next License Associated License Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #2 CBIC SC7161 03/02/2002 Until Cancelled $12,000.00 02/11/2002 #1 CBIC SC7161 03/02/2000 03/02/2002 $6,000.00 Business Owner Information Name Role Effective Date Expiration Date LEE, KWAN 01/01/1980 % owl Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= KLENGI *000KB 09/12/2007 -71.77,K • UNIT DIMENSIONSRKKIVRKIVIA- SERIES UNIT DIMENSIONS GAS HEAT / ELECTRIC COOLING PACKAGE 461 35" [889 mm] GAS SUPPLY ENTRY TI32" [183 mm] COIUFILTER - ACCESS BLOWER ACCESS 0 "r"'74777-71 P77177‘773:"..7.77771.1-, • . '•■ 1. "": UNIT DIMENSIONS—RKIO/FIKMA- SERIES j.kle4A111'. 'C14'16 • ' • , • : • " " 7 . - • .7 -•7 7 " -7%. r 77;7:M7477i UNIT DIMENSIONS GAS HEAT / ELECTRIC COOLING PACKAGE 31 Is" [792 mm] 3 p7 mm] SUPPLY COVER SUPPLY AND RETURN DIMENSIONS 24t/" [610 mm , CONDENSATE ---I DRAIN 7 [183 mm] [768 mrnj BURNER ACCESS 1 76 81 [2071 mm] [1937 mm] RETURN COVER RKKA 7.5 TON [26.4 kW] MODELS RKMA 6 TON [21.1 kW] MODELS 4 61/2" [1181 mm] RKKA 3TO 6 TON [10.6TO 211 kW] MODELS 4. 00 SUPPLY AIR 44- 19 [4!mm] 44— RETURN AIR FILLER PANEL 00 [ ] Designates Metric Conversions 12 [311 mm) 76 (1937 mml [768 mm] 31:11/e SUPPLY GAS ENTRY FLUE OUTLET '111 COMBUSTION AIR INLET 82 [2089 mm] 51/2" 140 mm 19 [486 mm] BURNER ACCESS <-- 17I4" [451 mml 00 POWER ENTRY CONTROL ENTRY 14 :1 [371 mmj : i - 21111e [322 mm].- COIUFILTER ACCESS .V 481/16" [1221 mm] COMPRESSOFV CONTROL BOX ACCESS COMPRESSOR/CONTROL BOX ACCESS [ ] Designates Metric Conversions BLOWER ACCESS 5-11/ [136 mm] CONDENSATE DRAIN 3 /4" [19 NPT FEMALE 627/32" [174 mm] POWER ENTRY 1 4 [371 mm] CONTROL ENTRY 1211he (322 mm] [12 ] W: 12 [311 mm] 13 [602 mm] 35" 889 mml - OW tat Mita kk Lel cc 0 0 c cc 0 0 7'-S" SEE 2/A2.0 FOR ENLARGED PLAN crAt OUTLINE OF CLERESTORY ROOF ABOVE DEMO EXIST CONC TILT-UP PANEL BETWEEN 2 COLUMNS 3?3 c ritl RESTROOMVI 9 /ZOO c .4 TENANT 1 31'-2" 4(65 16'-0" • ) /// 2 ‘ -- /N c :// t/ Z TL6X De/67 olioto ellivs g TON 1 offti 22" //wafirei 121frafZ-:-R 5c1171,04/1 ja§_e__ijz____cLyillvz; /77-61:c07-S* 6-6/60Lyi. / m CE/Cif Alm--EN •`"„5 ) k,Oe'CK7D‘ . ek iDZ rk •Vg. 91'-0" LL FLOOR PLAN /9 EC H ICA L , SCAL E: 1/8" = l'-0" 121'-0" GRAPHIC SCALE 11111 1 0 5 10 20 .7,‘,.rj 7 '6 , • object + space ltd architecture + interiors + furniture + lighting 3445 CALIFORNIA AVENUE SOUTHWEST STUDIO 1 SEATTLE WASHINGTON 98116 studio 206 937 5222 fax 206 937 5228 FILE COPY Permit No Plar review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipl of apt VIti .7 ield Copy an conditions is a 4 REVIEWED FOR CODE COMPLIANCE APPROVEV PR 2 `/_, 2008 City Of Tukwila BUILDING DIVISTONj RECEIVE CITY Of TUKNNIU APR 17 NOB PERMIT CENTER City of Tukwila BUILDING DiViSION REVISION M D P11 DESIGN REVIEW CORRECTIONS BAR SUBMITTAL DESIGN DEVELOPMENT PERMIT SUBMITTAL CONSTRUCTION SET RR: 'utt AUG -2 NU/ PERM CEN hh info@objectandspace.com REVISIONS • No thanes shall be made to the seopm 1 of work without prior approval of Tukwila Building Division , ' - -sevisions will requirp s nsw plan flr't ;iclude p.dcii! oian f nY - ; BAKER BOULEVARD RETAIL CENTER • • • TUKWILA, WA 10.2.06 12.11.06 1.17.07 1.23.07 3.2.07 6.4.07 FLOOR PLAN scale: 1 /8" = l'-0" A2.0 o GENERAL 1. At least one week before beginning construction, contact Public Works Utilities Inspector and schedule a preconstruction meeting. 2. Notify the Utilities Inspector at 206- 433 -0179 at least 48 hours (2 working days) before starting project site work. 3. Request a Public Works utility inspection at least 24 hours (1 working day) in advance by calling 206- 433 -0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards available at the job site. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre - approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless otherwise approved by the Public Works Director. 8. Contractor shall maintain a current set of reoord drawings on site. 9. Contractor shall provide record drawings prior to project final approval. 10. Contractor shall provide traffic control and street maintenance plan for Public Works approval before implementation. 11. All surveying for public facilities shall be done under the direction of a Wasl*igton licensed [app surveyor. Vertical datum shall be NAVD 1988. For projects within a flood control zone, the Permittee shall provide conversion calculations to NGVD 1929. Horizontal datum shall be State Plane Coordinates. 12. The Contractor shall replace, or relocate all signs damaged or removed due to construction. GRADING AND EROSION CONTROL NOTES 1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requirements. 2. Before beginning any construction activities, establish the clearing limits and install construction entrance. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures according to the ESC plan. 4. ESC measures, including all perimeter controls, shall remain in place until final site construction is completed and permanent stabilization is established. 5. From May 1 through September 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. 6. From October 1 through April 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for two days or more. In addition to cover measures, the Contractor shall: • Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. ? Stockpile, on site, enough cover materials to cover all disturbed areas. 7. By October 8, seed all areas that will remain unworked during the wet season (October 1 through April 30). Mulch all seeded areas. WATER SUPPLY NOTES 1. The Contractor shall install corporate stops, water service lines, and meters. The City of Tukwila will install the meters. 2. Pressure test all water mains and appurtenances. 3. Flush and disinfect new, cleaned, or repaired water mains. 4. Install restrained joints at all bends, tees, and other direction changes. 5. All Nveter maims shall Dave a blow-off assembly at low point and an air vacuum relief valve at high point of main. 6. Install fire hydrant assembly so it stands plumb and so that the lowest outlet is at 18" above the finished grade. The assembly shall have a clear zone around hydrant of at least 36" and the pumper port shall face street or fire access. 7. The installer of a fire line backflow prevention device installed outside the building and underground, shall have a Level III certificate of competency or a Level U contractor's certificate of competency. If the installer is different from the backflow prevention designer, the installer must stamp, sign, and date the plans, in addition to the designer's stamp, signature, and date. Install water wigs ciossing sewer lines so that the bottom of the water main Is at least 18 inches above the top of the sewer. Locate full section of water pipe so that its midpoint is above the sewer pipe at the crossing. This installation may require special structural support for the water and sewer pipe. 9. Install water supply lines at least 10 feet horizontally, measured edge to edge, from any existing or proposed sewer and at least 18 inches above the top of a sewer. ; a�YJ�Kr<'t^ �:V TV BAKER BOULEVARD RETAIL CENTER SITE CONSTRUCTION PLANS 406 BAKER BLVD. JUNE, 2007 PROJECT INFORMATION: a � v • APD ICAN SOUTHCENTER, LLC 1420 FIFTH AVENUE, SUITE 2200 SEATTLE, WA 98101 PHONE: 206-391-2345 ARCHIT CT; TODD BERTELLOTTI, AIA OBJECT + SPACE LTD. 3445 CALIFORNIA AVENUE SW STUDIO 1 SEATTLE, WA 98116 PHONE: 206 - 937 -5222 FAX: 206- 937 -5228 ENGINEER: RIK DAViDO, P.E. DAVIDO CONSULTING GROUP, INC. 15029 BOTHELL WAY NE, SUITE 600 LAKE FOREST PARK WA 98155 PHONE: 206- 523 -0024 FAX: 206 -523 -1012 GEODATQM INC. 1505 NW MALL ST. ISSAQUAH, WA 98027 PHONE: 425 837 8083 CELL 206-218-4707 FAX 425 837 0583 P-1 A11 - :11 ARP TUKWILA, WA 98188 TAX PARCEL NO. 022310-0037 SHEET INDEX: 1. CO1 - COVER SHEET 2. CO2 - SITE & ESC PLAN 3. CO3 - GRADING PLAN 4. C04 - DRAINAGE PLAN 5. CO5 - UTILITY PLAN 6. C06 - PROFILES & DETAILS 7. C07 - DETAILS 8. C08 - STORMFILTER CB DETAIL VICINITY MAP NOT TO SCALE LEGAL DESCRIPTION: THAT PORTION OF . TRACT 3 ANDOVER INDUSTRIAL PARK NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 71 OF SPL TS AAGESL68 AND 69, IN RING COUNTY, WASHINGTON, BEGINNING AT THE SQUTJ -[WEST CORNER OF SAID TRACT 3• THENCE SOUTH 88'25 27 EAST ALONG THE SOUTHERLY LIMITS OF SAID TRACT 3 A DISTANCE OF 250.00 FEET TO THE TRUE POINT OF BEGINNING, SAID POINT BEING THE SOUTHEAST CORNER OF THE DAVIDSON PRODUCTS COMPANY SITE AS DESCRIBED IN THAT INSTRUMENT RECORDED UNDER RECORDING NUMBER 5775047• THENCE NORTH Oi'05'06" EAST A DISTANCE OF 214.00 FEET TO THE SOUTHERLY BOUNDARY OF THE KIRSCH COMPANY SITE, AS RECORDED UNDER RECORDING NUMBER 6110635• THENCE SOUTH 88'25'27 EAST A DISTANCE OF 152.01 FEET TO THE SOUTHEAST cOF NER OF SAiD KIRSCH COMPANY SITE; THENCE SOUTH 01'05 06 WEST A DISTANCE OF 214.00 FEET TO THE SOUTHERLY LIMITS OF SAID TRACT 3; THENCE NORTH 88'25 27 WEST A DISTANCE OF 152.01' FEET TO THE TRUE POINT OF BEGINNING. BASIS OF BEARINGS: PER ROS: 19990901900010 ACCEPTED THE BEARING OF BAKER BOULEVARD BASED ON FOUND MONUMENTS. VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM ELEVATION DATA PROVIDED BY THE CITY OF SEATTLE. ON CENTERLINE CHRISTIAN ROAD AT PC CURVE TO NW ABOUT 425 FEET NORTH OF BAKER BOULEVARD 2" BRASS DISS DISK IN CONCRETE, 0.66 FEET BELOW RIM IN CASE. 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR THIS PROJECT. IIS de $h�l_1� prior approval of of NOTE. Sedans vAll requlte saes plan submittal and tnev include additional plan Olga tees. figt sft SEPA RATE PERMIT UIRED FOR; CI madman' gElechi um vas � g City of Tukwila BUILDING DIVISION BY Data coma% P Permit No. • Nan review approval is subject to errors and omissions. Approval of con ruction documents does not authoriza the violation cf cccep:ed code or ordinanCc. Receipt of approval F:;.: i C:; t ,� cond:tio� . is cckno Miedged: City of Tukwila BUILDING DIYLSION PAVEMENT RESTORATION 1. Compact backfill to compaction of undisturbed ground or compact backfill to meet City standards. 2. Restore pavement to its original condition immediately following backfilling or when concrete is cured. a. Except for winter or other weather conditions which prevent paving, cornpl eNED FOR paving, resurfacing, or facility replacement : D COMPU�" g, acemen C ® • � On principal arterial, major or collector street within 3 calendar days. AppitOVED • On other streets within 7 calendar days b. For work prevented due to weather: pUG 2 2Q01 • Provide a temporary patch. • Provide a construction schedule addressing means and methods t minimize traffic disruption and to complete work as quickly as poss'bluLpi STORM DRAINAGE NOTES 1. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, and the current King County Surface Water Design Manual, unless otherwise approved. 2. Mark all storm drain inlets with 'Dump No Waste" and either "Drains to Streams ", "Drains to Wetlands", or "Drains to Groundwater", as applicable. 3. Driveway culverts shall be of sufficient length to provide a minimum 3 :1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections that match the side slope. 4. Single family residences constructed on lots created by subdivision must provide doyvnsj out infiltration shown on the approved plans. Coordinate final stub -out locations with the Utilities Inspector. Provide a wire or other detection device and mark stub -out location with a 5 -foot 2'x4" stake, buried 4 -feet and labeled "storm' or "drain ". SANITARY SEWER NOTES 1. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless otherwise approved. 2. The Contractor shall mark the end of the side sewer; inside the property line, with a 4 foot pressure treated 2 x 4, buried in the ground 4 feet. The buried end shall have a 2 x 4 cleat nailed to it to prevent withdrawal of the stake. The exposed 1 -foot shall be painted traffic yellow and the depth to the side sewer or tee shall be indicated in black paint. 3. Install sanitary sewer lines at least 10 feet horizontally, measured edge to edge, from any existing or proposed water supply and at least 18 inches below the bottom of a water line. UTILITY NOTES 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches. All trench safety systems shall meet WISHA requirements. 2. Place power, cable, fiber optics, and telephone lines s in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes, catch basins, and valves in public rights -of -way or easements after asphalt paving. WORK IN RIGHT -OF -WAY 1. When activity is unattended, install a sign with minimum two -inch letters stating Permittee or company name, and day and evening phone numbers. TMC 11.08.140 2. Install barricades, signs, warning lights, and safety devices sufficient to notify public of obstruction or traffic hazard. Devices must remain until the obstruction is cleared and the right -of -way is restored. TMC 11.08.170A 3. Maintain access to fire stations, fire hydrants, fire escapes, and fire fighting equipment. TMC 11.08.180 4. Maintain access to property adjoining excavation or site work. 5. Preserve and protect all property adjoining excavation or site work. 6. Restore disturbance Ito private and public property. TMC 11.08.220.D 7. Disturbance of survey monuments and markers requires the Director's preapproval. A licensed surveyor shall replace disturbed monuments and markers. 8. Comply with all state and city laws and procedures to protect public from air, water and noise pollution. TMC 11.08.210 9. Install temporary sidewalk or curb ramp if permanent is blocked. i1MQI: 11.08.220 10. Cover open excavation with non -skid steel plates ramped to elevation of contiguous right of way surface. TMC 11.08.220 11. Store all stockpile material shall be stored in a safe manner to protect the public. Mop - 172 BASE MAP /TOPO PROVIDED BY OTHERS, DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITY, AND ALL OTHER EXISTING FEATURES AND CONDITIONS, AND ADJUST PROPOSED GRADING AND IMPROVEMENTS AS NECESSARY. 0$ "1•u ® � IV O C_ NED AUG -2 2007 PERMIT CENTER CALL 2 BUSINESS DAYS BEFORE YOU DIG 1- 800 -424 -5555 (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) CAD FLE NUMBER: 4: 26:17 PM PDT I • 15029 Bothell Way NE, Suite 600 P.O. Box 1132 Lake Forest Park, WA 98155 Freeland, WA 98249 206.523.0024 360.331.4131 D [EXPIRES S. D. , 4' of WAa/,r 0 -a Of t %1 4 11 0 .n ,� a svxa p X4 %NAL E 7/18/1?") PROJECT: BAKER BOULEVARD RETAIL CENTER 406 BAKER BLVD CONSTRUCTION PLANS - COVER SHEET o GENERAL 1. At least one week before beginning construction, contact Public Works Utilities Inspector and schedule a preconstruction meeting. 2. Notify the Utilities Inspector at 206- 433 -0179 at least 48 hours (2 working days) before starting project site work. 3. Request a Public Works utility inspection at least 24 hours (1 working day) in advance by calling 206- 433 -0179. 4. The Contractor assumes sole responsibility for worker safety, and damage to structures and improvements resulting from construction operations. 5. The Contractor shall have the permit(s) and conditions, the approved plans, and a current copy of City of Tukwila Development Guidelines and Design and Construction Standards available at the job site. 6. All work shall conform to these approved drawings. Any changes from the approved plans require pre - approval from the owner, the engineer, and the City of Tukwila. 7. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless otherwise approved by the Public Works Director. 8. Contractor shall maintain a current set of reoord drawings on site. 9. Contractor shall provide record drawings prior to project final approval. 10. Contractor shall provide traffic control and street maintenance plan for Public Works approval before implementation. 11. All surveying for public facilities shall be done under the direction of a Wasl*igton licensed [app surveyor. Vertical datum shall be NAVD 1988. For projects within a flood control zone, the Permittee shall provide conversion calculations to NGVD 1929. Horizontal datum shall be State Plane Coordinates. 12. The Contractor shall replace, or relocate all signs damaged or removed due to construction. GRADING AND EROSION CONTROL NOTES 1. The erosion prevention and sediment control (ESC) measures on the approved plans are minimum requirements. 2. Before beginning any construction activities, establish the clearing limits and install construction entrance. 3. Before any ground disturbance occurs, all downstream erosion prevention and sediment control measures (ESC) must be constructed and in operation. Install and maintain all ESC measures according to the ESC plan. 4. ESC measures, including all perimeter controls, shall remain in place until final site construction is completed and permanent stabilization is established. 5. From May 1 through September 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for seven days or more. 6. From October 1 through April 30, provide temporary and permanent cover measures to protect disturbed areas that will remain unworked for two days or more. In addition to cover measures, the Contractor shall: • Protect stockpiles and steep cut and fill slopes if unworked for more than 12 hours. ? Stockpile, on site, enough cover materials to cover all disturbed areas. 7. By October 8, seed all areas that will remain unworked during the wet season (October 1 through April 30). Mulch all seeded areas. WATER SUPPLY NOTES 1. The Contractor shall install corporate stops, water service lines, and meters. The City of Tukwila will install the meters. 2. Pressure test all water mains and appurtenances. 3. Flush and disinfect new, cleaned, or repaired water mains. 4. Install restrained joints at all bends, tees, and other direction changes. 5. All Nveter maims shall Dave a blow-off assembly at low point and an air vacuum relief valve at high point of main. 6. Install fire hydrant assembly so it stands plumb and so that the lowest outlet is at 18" above the finished grade. The assembly shall have a clear zone around hydrant of at least 36" and the pumper port shall face street or fire access. 7. The installer of a fire line backflow prevention device installed outside the building and underground, shall have a Level III certificate of competency or a Level U contractor's certificate of competency. If the installer is different from the backflow prevention designer, the installer must stamp, sign, and date the plans, in addition to the designer's stamp, signature, and date. Install water wigs ciossing sewer lines so that the bottom of the water main Is at least 18 inches above the top of the sewer. Locate full section of water pipe so that its midpoint is above the sewer pipe at the crossing. This installation may require special structural support for the water and sewer pipe. 9. Install water supply lines at least 10 feet horizontally, measured edge to edge, from any existing or proposed sewer and at least 18 inches above the top of a sewer. ; a�YJ�Kr<'t^ �:V TV BAKER BOULEVARD RETAIL CENTER SITE CONSTRUCTION PLANS 406 BAKER BLVD. JUNE, 2007 PROJECT INFORMATION: a � v • APD ICAN SOUTHCENTER, LLC 1420 FIFTH AVENUE, SUITE 2200 SEATTLE, WA 98101 PHONE: 206-391-2345 ARCHIT CT; TODD BERTELLOTTI, AIA OBJECT + SPACE LTD. 3445 CALIFORNIA AVENUE SW STUDIO 1 SEATTLE, WA 98116 PHONE: 206 - 937 -5222 FAX: 206- 937 -5228 ENGINEER: RIK DAViDO, P.E. DAVIDO CONSULTING GROUP, INC. 15029 BOTHELL WAY NE, SUITE 600 LAKE FOREST PARK WA 98155 PHONE: 206- 523 -0024 FAX: 206 -523 -1012 GEODATQM INC. 1505 NW MALL ST. ISSAQUAH, WA 98027 PHONE: 425 837 8083 CELL 206-218-4707 FAX 425 837 0583 P-1 A11 - :11 ARP TUKWILA, WA 98188 TAX PARCEL NO. 022310-0037 SHEET INDEX: 1. CO1 - COVER SHEET 2. CO2 - SITE & ESC PLAN 3. CO3 - GRADING PLAN 4. C04 - DRAINAGE PLAN 5. CO5 - UTILITY PLAN 6. C06 - PROFILES & DETAILS 7. C07 - DETAILS 8. C08 - STORMFILTER CB DETAIL VICINITY MAP NOT TO SCALE LEGAL DESCRIPTION: THAT PORTION OF . TRACT 3 ANDOVER INDUSTRIAL PARK NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 71 OF SPL TS AAGESL68 AND 69, IN RING COUNTY, WASHINGTON, BEGINNING AT THE SQUTJ -[WEST CORNER OF SAID TRACT 3• THENCE SOUTH 88'25 27 EAST ALONG THE SOUTHERLY LIMITS OF SAID TRACT 3 A DISTANCE OF 250.00 FEET TO THE TRUE POINT OF BEGINNING, SAID POINT BEING THE SOUTHEAST CORNER OF THE DAVIDSON PRODUCTS COMPANY SITE AS DESCRIBED IN THAT INSTRUMENT RECORDED UNDER RECORDING NUMBER 5775047• THENCE NORTH Oi'05'06" EAST A DISTANCE OF 214.00 FEET TO THE SOUTHERLY BOUNDARY OF THE KIRSCH COMPANY SITE, AS RECORDED UNDER RECORDING NUMBER 6110635• THENCE SOUTH 88'25'27 EAST A DISTANCE OF 152.01 FEET TO THE SOUTHEAST cOF NER OF SAiD KIRSCH COMPANY SITE; THENCE SOUTH 01'05 06 WEST A DISTANCE OF 214.00 FEET TO THE SOUTHERLY LIMITS OF SAID TRACT 3; THENCE NORTH 88'25 27 WEST A DISTANCE OF 152.01' FEET TO THE TRUE POINT OF BEGINNING. BASIS OF BEARINGS: PER ROS: 19990901900010 ACCEPTED THE BEARING OF BAKER BOULEVARD BASED ON FOUND MONUMENTS. VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM ELEVATION DATA PROVIDED BY THE CITY OF SEATTLE. ON CENTERLINE CHRISTIAN ROAD AT PC CURVE TO NW ABOUT 425 FEET NORTH OF BAKER BOULEVARD 2" BRASS DISS DISK IN CONCRETE, 0.66 FEET BELOW RIM IN CASE. 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR THIS PROJECT. IIS de $h�l_1� prior approval of of NOTE. Sedans vAll requlte saes plan submittal and tnev include additional plan Olga tees. figt sft SEPA RATE PERMIT UIRED FOR; CI madman' gElechi um vas � g City of Tukwila BUILDING DIVISION BY Data coma% P Permit No. • Nan review approval is subject to errors and omissions. Approval of con ruction documents does not authoriza the violation cf cccep:ed code or ordinanCc. Receipt of approval F:;.: i C:; t ,� cond:tio� . is cckno Miedged: City of Tukwila BUILDING DIYLSION PAVEMENT RESTORATION 1. Compact backfill to compaction of undisturbed ground or compact backfill to meet City standards. 2. Restore pavement to its original condition immediately following backfilling or when concrete is cured. a. Except for winter or other weather conditions which prevent paving, cornpl eNED FOR paving, resurfacing, or facility replacement : D COMPU�" g, acemen C ® • � On principal arterial, major or collector street within 3 calendar days. AppitOVED • On other streets within 7 calendar days b. For work prevented due to weather: pUG 2 2Q01 • Provide a temporary patch. • Provide a construction schedule addressing means and methods t minimize traffic disruption and to complete work as quickly as poss'bluLpi STORM DRAINAGE NOTES 1. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, and the current King County Surface Water Design Manual, unless otherwise approved. 2. Mark all storm drain inlets with 'Dump No Waste" and either "Drains to Streams ", "Drains to Wetlands", or "Drains to Groundwater", as applicable. 3. Driveway culverts shall be of sufficient length to provide a minimum 3 :1 slope from the edge of the driveway to the bottom of the ditch. Culverts shall have beveled end sections that match the side slope. 4. Single family residences constructed on lots created by subdivision must provide doyvnsj out infiltration shown on the approved plans. Coordinate final stub -out locations with the Utilities Inspector. Provide a wire or other detection device and mark stub -out location with a 5 -foot 2'x4" stake, buried 4 -feet and labeled "storm' or "drain ". SANITARY SEWER NOTES 1. All methods and materials shall meet City of Tukwila Development Guidelines and Design and Construction Standards, unless otherwise approved. 2. The Contractor shall mark the end of the side sewer; inside the property line, with a 4 foot pressure treated 2 x 4, buried in the ground 4 feet. The buried end shall have a 2 x 4 cleat nailed to it to prevent withdrawal of the stake. The exposed 1 -foot shall be painted traffic yellow and the depth to the side sewer or tee shall be indicated in black paint. 3. Install sanitary sewer lines at least 10 feet horizontally, measured edge to edge, from any existing or proposed water supply and at least 18 inches below the bottom of a water line. UTILITY NOTES 1. All trench excavation operations shall meet or exceed all applicable shoring laws for trenches. All trench safety systems shall meet WISHA requirements. 2. Place power, cable, fiber optics, and telephone lines s in a trench with a 5' minimum horizontal separation from other underground utilities. 3. Adjust all manholes, catch basins, and valves in public rights -of -way or easements after asphalt paving. WORK IN RIGHT -OF -WAY 1. When activity is unattended, install a sign with minimum two -inch letters stating Permittee or company name, and day and evening phone numbers. TMC 11.08.140 2. Install barricades, signs, warning lights, and safety devices sufficient to notify public of obstruction or traffic hazard. Devices must remain until the obstruction is cleared and the right -of -way is restored. TMC 11.08.170A 3. Maintain access to fire stations, fire hydrants, fire escapes, and fire fighting equipment. TMC 11.08.180 4. Maintain access to property adjoining excavation or site work. 5. Preserve and protect all property adjoining excavation or site work. 6. Restore disturbance Ito private and public property. TMC 11.08.220.D 7. Disturbance of survey monuments and markers requires the Director's preapproval. A licensed surveyor shall replace disturbed monuments and markers. 8. Comply with all state and city laws and procedures to protect public from air, water and noise pollution. TMC 11.08.210 9. Install temporary sidewalk or curb ramp if permanent is blocked. i1MQI: 11.08.220 10. Cover open excavation with non -skid steel plates ramped to elevation of contiguous right of way surface. TMC 11.08.220 11. Store all stockpile material shall be stored in a safe manner to protect the public. Mop - 172 BASE MAP /TOPO PROVIDED BY OTHERS, DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITY, AND ALL OTHER EXISTING FEATURES AND CONDITIONS, AND ADJUST PROPOSED GRADING AND IMPROVEMENTS AS NECESSARY. 0$ "1•u ® � IV O C_ NED AUG -2 2007 PERMIT CENTER CALL 2 BUSINESS DAYS BEFORE YOU DIG 1- 800 -424 -5555 (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) CAD FLE NUMBER: 4: 26:17 PM PDT MISC MTL MULT NA NIC NO NOM NTS OC OF /CI OF /01 OPP PAT PERF PERIM PERP PL PLAM PREFAB PRELIM PROJ PROP PT R REF REINF REQD RM RO ROW RS RT S SAFF SCHED SF SHT SIM SPEC SQ SS SST ST STD STRUCT SV SYS T &G TB TEMP THRU TL TYP UNO VCT VERT W W/ W/O WD WRB LONG LAVATORY POUND LEFT HAND LIGHT LIGHTING MAXIMUM MECHANICAL MANUFACTURE (R) MINIMUM, MINUTE MISCELLANEOUS METAL MULTIPLE NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER OWNER FURNISHED; CONTRACTOR INSTALLED OWNER FURNISHED; OWNER INSTALLED OPPOSITE PATTERN PERFORATED PERIMETER PERPENDICULAR PROPERTY LINE PLASTIC LAMINATE PREFABRICATED PRELIMINARY PROJECT PROPERTY PRESSURE TREATED RADIUS, RISER REFER (ENCE), REFRIGERATOR REINFORCE (D), (ING) REQUIRED ROOM ROUGH OPENING RIGHT OF WAY ROD AND SHELF RIGHT SOUTH SELF ADHERING FLEXIBLE FLASHING SCHEDULE SQUARE FOOT (FEET) SHEET SIMILAR SPECIFICATION SQUARE SANITARY SEWER, STANDING SEAM STAINLESS STEEL STAIRS, STREET STANDARD STRUCTURE (AL) SHEET VINYL SYSTEM TONGUE AND GROOVE TOWEL BAR TEMPORARY THROUGH TIGHTLINE TYPICAL UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL WEST, WIDE, WASHER WITH WITHOUT WOOD, WOOD DOOR WEATHER RESISTIVE BARRIER GENERAL NOTES 1. IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT ALL WORK COMPLY WITH THE WASHINGTON STATE BUILDING CODE, THE WASHINGTON STATE ENERGY CODE, AND OTHER APPLICABLE CODES, RULES, AND REGULATIONS OF JURISDICTIONS HAVING AUTHORITY. 2. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, BECOME FAMILIAR WITH THE CONTRACT DOCUMENTS, OWNER - PROVIDED INFORMATION, AND SITE CONDITIONS, INCLUDING FIELD MEASUREMENTS AS NECESSARY. 3. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, NOTIFY THE ARCHITECT OF ANY DISCREPANCIES NOTED AMONG OR BETWEEN THE CONTRACT DOCUMENTS OWNER - PROVIDED INFORMATION, SITE CONDITIONS, MANUFACTURER RECOMMENDATIONS, OR REGULATIONS OF JURISDICTIONS HAVING AUTHORITY. 4. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL GOVERNMENTAL PERMITS, FEES, LICENSES, AND INSPECTIONS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK, EXCEPT FOR THE GENERAL BUILDING PERMIT. 5. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY ONE SHALL BE BINDING AS IF REQUIRED BY ALL. 6. REPETITIVE FEATURES NOT INDICATED IN THE DRAWINGS EVERYWHERE THAT THEY OCCUR SHALL BE PROVIDED AS IF DRAWN IN FULL. 7. ALL DIMENSIONS ARE TO FACE OF FRAMING OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. CONTACT ARCHITECT FOR CLARIFICATIONS. 8. DO NOT SCALE THE DRAWINGS. 9. ALL WORK IS NEW UNLESS NOTED OTHERWISE. SYMBOL LEGEND PLAN NORTH SPOT ELEVATION + 144.25'• NEW + 146.67' (E), EXISTING t [EXIT I NORTH ARROW BUILDING ELEVATION DRAWING NUMBER SHEET NUMBER INTERIOR ELEVATION ELEVATION NUMBER (OR DIRECTION: N, S, E, W) DRAWING NUMBER SHEET NUMBER BUILDING SECTION DRAWING NUMBER SHEET NUMBER WALL SECTION DRAWING NUMBER SHEET NUMBER DETAIL DRAWING NUMBER SHEET NUMBER DATUM / DIMENSION / CONTROL POINT EXISTING WALL TO BE DEMOLISHED EXISTING WALL TO REMAIN NEW WALL REVISION TAG / REVISION CLOUD WINDOW TAG DOOR TAG EMERGENCY EXIT SIGN BUILDING CODE SUMMARY CODE: OCCUPANCY: SPRINKLERS: CONSTRUCTION TYPE: ALLOW AREA: SPRINKLER BONUS: TOTAL ALLOW AREA: ALLOW HEIGHT: SPRINKLER BONUS: TOTAL ALLOW HT: CHANGE OF USE: EXISTING USE: PROPOSED USE: BUILDING AREA: OCC LOAD FACTOR TABLE 1004.1.2 NUMBER OF EXITS TENANT 1 (RETAIL): TENANT 2 (RETAIL): TENANT 3 (RETAIL): TENANT 4 (RETAIL): TENANT 5 (RETAIL): TENANT 6 (RETAIL): TABLE 1015.1 MAX TRAVEL DIST TABLE 1016.1 1016.2 CORRIDOR WIDTH MIN. PLUMBING REQUIREMENTS TABLE 2902.1 ENERGY CODE NOTES CODE: TABLE 13 -1 SPACE HEAT TYPE: ALL OTHERS INCLUDING HEAT PUMPS AND VAV ZONING CODE SUMMARY CODE: ZONE: HEIGHT SETBACKS LANDSCAPE REQUIREMENTS 18.52.080 RECYCLING STORAGE SPACE 18.56 PARKING CALCS: REQUIRED: COMPONENT GLAZING % WALL AREA GLAZING U -VALUE DOORS U -VALUE ALL OTHER ROOFS OPAQUE WALLS SLAB ON GRADE INTERNATIONAL BUILDING CODE 2003 GROUP M: 10,055 SF YES V -A 9,000 SF (TABLE 503) 300% FOR SINGLE STORY BLDGS 27,000 SF 1 STORY (TABLE 503) / 40' ADD 1 STORY AND 20' 2 STORIES 160' YES MANUFACTURING RETAIL 11,426 SF GROSS MERCANTILE: 60 GROSS MERCANTILE STORAGE, STOCK: 300 GROSS 1 ALLOWED UNDER THRESHOLD: M: 50 OCC / 75' TRAVEL (1- STORY) 5: 30 OCC / 100' TRAVEL 1490 SF / 60 = 24.8 =1 EXIT REQ'D 2058 SF / 60 = 34.3 =1 EXIT REQ'D 1601 SF / 60 = 26.6 =1 EXIT REQ'D 13715F / 60 = 22.8 =1 EXIT REQ'D 1407 SF / 60 = 23.4 =1 EXIT REQ'D 2128 SF /60= 35.5 =1 EXIT REQ'D M: 250' NON FIRE -RATED CORRIDOR REQ'D (BACK DOOR IS NOT REQ'D TO BE EXIT) 36" MIN WITH OCC CAPACITY OF 50 OR LESS RETAIL: 1 PER SEX (CAN BE LOCATED WITHIN 500' OF TENANT SPACE) 2004 WASHINGTON STATE ENERGY CODE TUKWILA MUNICIPAL CODE TITLE 18 TUC (TUKWILA URBAN CENTER) 115' MAX FRONT: 15' SIDE: 10' REAR: 10' FRONT: 15' SIDES: NONE REAR: NONE 2 SF/ 1,000 SF OF OFFICE 5 SF /1,000 SF OF RETAIL 2 X 2 = 4 SF (OFFICE) 5 X 8.2 = 41 SF (RETAIL) TOTAL: 45 SF OFF- STREET PARKING RETAIL: 4 STALLS PER 1000 SF BULK RETAIL: 2.5 PER 1000 SF OFFICE: 3 STALLS PER 1000 SF WAREHOUSE: 1 STALL PER 1000 SF BAKER BOULEVARD RETAIL CENTER PARKING SUMMARY TENANT 1 1490 SF TENANT 2 2058 SF TENANT 3 1601 SF TENANT 4 1374 SF REQUIRED 30% MAX 0.55 0.60 R -21 R -19 R -10; HORIZ 24" PROPOSED 13.5% .45 .60 R -30 R -19 EXIST / NO CHANGE DRAWING INDEX SURVEY CIVIL Cal CO2 CO3 C04 CO5 C06 CO7 C08 ARCHITECTURAL A1.0 PROJECT INFORMATION, VICINITY PLAN A1.1 SITE PLAN, WALL TYPES A2.0 FLOOR PLAN A2.1 ENLARGED PLAN AT TOWER PILASTERS A2.2 REFLECTED CEILING PLAN A2.3 ROOF PLAN, DETAILS A3.0 EXTERIOR ELEVATIONS A4.0 BUILDING SECTION,SCHEDULES A5.0 WALL SECTIONS A5.1 WALL SECTIONS A5.2 WALL SECTIONS A6.0 DETAILS PROJECT INFORMATION PROJECT ADDRESS: DESCRIPTION: ASSESSOR'S PARCEL NUMBER: LEGAL DESCRIPTION: OWNER: TOPOGRAPHIC SURVEY COVER SHEET SITE & ESC PLAN GRADING PLAN DRAINAGE PLAN UTILITY PLAN PROFILES & DETAILS DETAILS DETAILS PROJECT DIRECTORY MARK MCDONALD VILLAGE PARTNERS SOUTHCENTER, LLC 1420 FIFTH AVE #2200 SEATTLE, WA 98101 PH: (206) 391 -2345 ARCHITECT: OBJECT + SPACE LTD 3445 CALIFORNIA AVE SW STUDIO 1 SEATTLE, WA 98116 CONTACT: TODD BERTELLOTTI PH: (206) 937 -5222 FAX: (206) 937 -5228 STRUCTURAL ENGINEER JOHN RILEY, P.E. QUANTUM CONSULTING ENGINEERS 1511 THIRD AVENUE, SUITE 323 SEATTLE, WA 98101 PH: (206) 957 -3906 FAX: (206) 957 -3901 406 BAKER BLVD, TUKWILA, WA 98188 022310003706 STRUCTURAL S1.0 S1.1 S2.0 S2.1 52.2 53.0 $4.0 54.1 54.2 S4.3 S5.0 LANDSCAPE L -1 L -2 L -3 L -4 CHANGE OF USE FROM MANUFACTURING FACILITY TO RETAIL AND BUSINESS CENTER RENOVATE SHELL AND CORE TENANT IMPROVEMENTS UNDER SEPARATE PERMIT GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES FOUNDATION PLAN ROOF PLAN HIGH ROOF PLAN DETAILS DETAILS DETAILS DETAILS DETAILS DETAILS LANDSCAPE SITE PLAN LANDSCAPE PLAN DETAILS IRRIGATION PLAN THAT PORTION OF TRACT 3, ANDOVER INDUSTRIAL PARK NO.2, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 71 OF PLATS PAGES 68 AND 69, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID TRACT 3; THENCE SOUTH 88 °25'27" EAST ALONG THE SOUTHERLY LIMITS OF SAID TRACT 3, A DISTANCE OF 250.00 FEET TO THE TRUE POINT OF BEGINNING, SAID POINT BEING THE SOUTHEAST CORNER OF THE DAVIDSON PRODUCTS COMPANY SITE, AS DESCRIBED IN THAT INSTRUMENT RECORDED UNDER RECORDING NUMBER 5775047; THENCE NORTH 01 °05'06" EAST A DISTANCE OF 214.00 FEET TO THE SOUTHERLY BOUNDARY OF THE KIRSCH COMPANY SITE, AS RECORDED UNDER RECORDING NUMBER 6110635; THENCE SOUTH 88 °25'27" EAST A DISTANCE OF 152.01 FEET TO THE SOUTHEAST CORNER OF SAID KIRSCH COMPANY SITE; THENCE SOUTH 01 WEST A DISTANCE OF 214.00 FEET TO THE SOUTHERLY LIMITS OF SAID TRACT 3; THENCE NORTH 88 °25'27" WEST A DISTANCE OF 152.01' FEET TO THE TRUE POINT OF BEGINNING. CIVIL ENGINEER: ERIK S. DAVIDO, P.E. DAVIDO CONSULTING GROUP, INC 15029 BOTHELL WAY NE, SUITE 600 LAKE FOREST PARK, WA 98155 PH: (206) 523 -0024 FAX: (206) 523 -1012 SURVEYOR: GEODATUM, INC 1505 NW MALL ST. ISSAQUAH, WA 98027 PH: (425) 837 -8083 FAX: (425) 837 -0583 C VICINITY PLAN SCALE: NTS MO1 t72 object + space ltd architecture + interiors + furniture + lighting 3445 CALIFORNIA AVENUE SOUTHWEST STUDIO 1 SEATTLE WASHINGTON 98116 studio 206 937 5222 fax 206 937 5228 info @objectandspace.com BAKER BOULEVARD RETAIL CENTER VED AUG -2 2007 PERMIT CENTER DESIGN REVIEW CORRECTIONS BAR SUBMITTAL DESIGN DEVELOPMENT PERMIT SUBMITTAL CONSTRUCTION SET TUKWILA, WA scale: 10.2.06 12.11.06 1.17.07 1.23.07 3.2.07 6.4.07 PROJECT INFORMATION VICINITY PLAN VARIES A1.O GRAPHIC SCALE 10 0 10 20 40 1 INCH = 20 FT. PROJECT INFORMATION ENGINEER /SURVEYOR: PROPERTY OWNER: ARCHITECT: TAX PARCEL NUMBER: 022310 -0037 PROJECT ADDRESS: 406 BALER BOULEVARD TUKWILA, WA 98188 ZONING: TUC PARCEL ACREAGE: 32,529 S.F. (0.75 ACRES ±) AS SURVEYED LEGAL DESCRIPTION BASIS OF BEARINGS PER ROS: 19990901900010 GEODATUM, INC. 1505 NW MALL ST. ISSAQUAH, WA 98027 PHONE: 425 837 8083 CELL 206 - 218 -4707 FAX 425 837 0583 OBJECT + SPACE LTD. 406 BALER BOULEVARD TUKWILA, WA 98188 TODD BERTELLOTTI, AIA 3445 CALIFORNIA AVENUE SW STUDIO 1 SEATTLE, WA 98116 THAT PORTION OF TRACT 3, ANDOVER INDUSTRIAL PARK NO. 2, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 71 OF PLATS, PAGES 68 AND 69, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID TRACT 3; THENCE SOUTH 88'25'27" EAST ALONG THE SOUTHERLY LIMITS OF SAID TRACT 3, A DISTANCE OF 250.00 FEET TO THE TRUE POINT OF BEGINNING, SAID POINT BEING THE SOUTHEAST CORNER OF THE DAVIDSON PRODUCTS COMPANY SITE AS DESCRIBED IN THAT INSTRUMENT RECORDED UNDER RECORDING NUMBER 5775047; THENCE NORTH 01'05'06" EAST A DISTANCE OF 214.00 FEET TO THE SOUTHERLY BOUNDARY OF THE KIRSCH COMPANY SITE, AS RECORDED UNDER RECORDING NUMBER 6110635; THENCE SOUTH 88'25'27" EAST A DISTANCE OF 152.01 FEET TO THE SOUTHEAST CORNER OF SAID KIRSCH COMPANY SITE; THENCE SOUTH 01'05'06" WEST A DISTANCE OF 214.00 FEET TO THE SOUTHERLY LIMITS OF SAID TRACT 3; THENCE NORTH 88'25'27" WEST A DISTANCE OF 152.01' FEET TO THE TRUE POINT OF BEGINNING. ACCEPTED THE BEARING OF BAKER BOULEVARD BASED ON FOUND MONUMENTS. GENERAL NOTES 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3- SECOND NIKON NPL 352 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332- 130 -090. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN AUGUST 2006 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 5. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED, VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM ELEVATION DATA PROVIDED BY THE CITY OF SEATTLE. ON CENTERLINE CHRISTIAN ROAD AT PC CURVE TO NW ABOUT 425 FEET NORTH OF BAKER BOULEVARD 2" BRASS DISS DISK IN CONCRETE, 0.66 FEET BELOW RIM IN CASE. 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR THIS PROJECT. z O ti X at a . I� 30.00' FOUND gif MONUMENT IN CASE NE 1 /4, NE 1 /4, SEC 26, TWN 23N, RGE 4E, W.M. • CHAIN LINK FENCE OUT 3.5' W. CHAIN LINK FENCE OUT 5.1' CHAIN LINK FENCE OUT 4.9' X LANDSCAPING PVC PIPES SET 2* BRASS DISK IN CONCRETE x x CHAIN LINK FENCE OUT 4.5' >< O WATER METER SS 13.7' SET 5/8" X 24" STEEL ROD we ALUMINUM CAP ry FF =33.58 7/ __ _____________ __ 32 EXTRUDED CURB �f - -30- WATER VALVE BACK OF CURB SEWER MANHOLE RIM =29.32 INV N =13.12 INV E =13.12 INV S =13.12 INV W =13.12 BUILDING hffeity, /7 WATER VAULT PLANTER SS rn a CHAIN LINK FENCE OUT 1.4' S88'5'27"E 152.01' ON..Q ETE • • LANDSCAPING PVC PIPES CDiICRET.E PLANTER ASPHALT IRRIGATION CONTROL VALVES X 4 EVANS BLACK DRIVE N8825'20 "W 1087.07' BUILDING FF =33.56 Oa '51 �� ASPHALT CONCRETE • • • N8875'27 W • .152.01' -30 - - � EXTRUDED CURB WATER METER BOLLARD X 2 SS BAKER BOULEVARD N88'25'27 "W 1086.96' (BASIS OF BEARINGS) CHAIN LINK FENCE IN D.3' CHAIN LINK FENCE OUT 0.5' Y_ BACK OF CURB 00 6 WATER VALVE FIRE HYDRANT GAS METER CATCH BASIN RIM =29.66 FULL OF DEBRIS CONCRETE WALL EXTRUDED CURB 32 SS LANDSCAPING PVC PIPES 15.41' 15.5' FLOW LINE SS 0 - -• 26 --- SET 5/8" X 24" STEEL ROD W /2" ALUMINUM CAP 205.24' FLOW LINE POWER VAULT PAD MOUNTED TRANSFORMER WOOD FENCE IN 0.4' WOOD FENCE OUT 0.1' 0 cn rn 10 05 C ' 0 0 -------- ---------- ----------------- SET 2" BRASS DISK IN CONCRETE SS SS / VICINITY MAP 1 SS N TS 30.00' SEWER MANHOLE RIM =28.16 INV N =14.96 INV E =14.96 INV 5 =14.96 INV W =14.96 FOUND MONUMENT IN CASE FALy-- Mop - 171 S5 VED AUG - 2 2007 PERMIT CENTER t -7 1 rn o < z co 0 ft In tft z 0 N W DRAFTER: JPS DESIGNER: PROJ. ENGR. /SURV.: TNW DATE: 08 -31 -06 PROJECT NO.: 06435 SHEET 1 OF 1 UNIT DIMENSIONS GAS HEAT / ELECTRIC COOLING PACKAGE 35" [889 mm] COIUFILTER ACCESS BLOWER ACCESS GAS SUPPLY ENTRY 7 [183 mm] UNIT DIMENSIONS GAS HEAT / ELECTRIC COOLING PACKAGE UNIT DIMENSIONS—RKKA/RKMA- SERIES 1:i "^7 :•:'VN! 7V2. „T, 3' ditv..' �rl .....,. n;G.,.7': ,hA,..vas+a; �vxaays .$.7e .�. : r:LaRL.xJY.i1i:' .,' $��3TkiT.RfB•':.Y x• ana�Y z� 31 [792 mm] 3 [97 mm] 35" [889 mm] 5 [136 mm] CONDENSATE DRAIN SUPPLY COVER SUPPLY AND RETURN DIMENSIONS [ ] Designates Metric Conversions 24 [610 mm] ; BURNER ACCESS 81 [2071 mm] T 77/ 32 , [183 mm] 76 [1937 mm] RETURN COVER 12 [311 mm] 76 [1937 mm] •� 46 [1181 mm] t 4" ' 68 mm] 301/ FLUE OUTLET [2089 mm] SUPPLY GAS ENTRY !D 30 [768 mm] 1 COMBUSTION AIR INLET 82V4" [ F 1ri <" [451 mm] 00_ 5 [140 mm RKKA 7.5 TON [26.4 kW] MODELS RKMA 6 TON [21.1 kW] MODELS COMPRESSOR/CONTROL BOX ACCESS L .'.T- �."�.tf: "55�'sq�"�'� ;. ..° k..... �5'^ .., :� a _,. .343•ci �y�in�'�i tr3 ° 17t'ie5 r •r�.� Fv�r.r. =V:+ P ?LL'i`.;r7 °• w . UNIT DIMENSIONS— RKKA/RKMA SERIES H y. RKKA 3 TO 6 TON [10.6 TO 211 kW] MODELS 19 [486 mm] BURNER ACCESS [ ] Designates Metric Conversions COIUFILTER ACCESS 48 [1221 mm] COMPRESSOR/ CONTROL BOX ACCESS POWER ENTRY CONTROL ENTRY 14 : [371 mm] 12 [322 mm] BLOWER ACCESS CONTROL ENTRY 12 [322 mm] 6 [174 mm] 5 /32 [ 136 mm] CONDENSATE DRAIN 3 /4" [19 mm] NPT FEMALE 4. • C SUPPLY AIR r 1 486 mm • :1. RETURN AIR FILLER PANEL • bo { 12 [311 mm] 13 [602 mm] POWER ENTRY 14 /a" [371 mm] 35" [889 mm] uJ 14) SPRINKLER I ELEC OUTLINE OF CLERESTORY ROOF ABOVE &DO C -M DEMO EXIST CONC TILT -UP PANEL BETWEEN 2 COLUMNS 400 (0 " / 31' -2" SEE 21A2,0 FOR ENLARGED PLAN ALIGN tie TENANT 1 Acar STAN' /0 SCALE: 1/8 " =1' -0" Ark PUBLIC RESTROOMS e r'v SEE 2 /A2.0 FOR ENLARGED PLAN (OPP HAND) n In FLOOR PLAN MECHRMJGAL CORRIDOR dflk 9' -9" 3' -0" 12I' -0" 9' -9" ABOVE 31' -10" 9 -31/2" 91' -0" 9' - 9ii J 9' -2" METAL CANOPY ABOVE, TYP OUTLINE OF CLERESTORY ROOF ABOVE DGtc //i sct/fDt,L. ' R- ll , .2 /41.CG/G/I CQ 7 /.9 6/67 4,01) s , 1i rafN 5J+;'i t / /f ij 121/ Ayeearee 1` /TUG,' = SCE/ C /'. - Cr/111116 .D /Tr U 9 1 -9 " . / o� � r � c��� /N6 �uPly �;�- fir c,ei(�.c �� � � RKA g /( /Dg . cf~f iekkg � GRAPHIC SCALE IIIII 0 5 10 16' -3" 18' -71/2" i 2Q iteneN CODE CO o %Io City CP MO7 (7 z object + space ltd architecture + interiors + furniture + lighting 3445 CALIFORNIA AVENUE SOUTHWEST STUDIO 1 SEATTLE WASHINGTON 98116 studio 206 937 5222 fax 206 937 5228 info@objectandspace.com BAKER BOULEVARD RETAIL CENTER DESIGN REVIEW CORRECTIONS BAR SUBMITTAL DESIGN DEVELOPMENT PERMIT SUBMITTAL CONSTRUCTION SET R C:ENED AUG - 2 2007 PERMIT CENTEE TUKWILA, WA 10.2.06 12.11.06 1.17.07 1.23.07 3.2.07 6.4.07 FLOOR PLAN scale: 1 /8" = l' -0" A2.0