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Permit M08-278 - ANALYTICAL RESOURCES
ANALYTICAL RESOURCES 4611 S 134 PL M08 -278 Parcel No.: 2613200042 Address: Suite No: 4611 S 134 PL TUKW Tenant: Name: ANALYTICAL RESOURCES Address: 4611 S 134 PL, STE 100 , TUKWILA WA Owner: Name: ARION PARTNERS LLC Address: 4611 S 134TH PL STE 100 , TUKVVILA WA Contractor: Name: ACCO ENGINEERED SYSTEMS INC Address: 6265 SAN FERNANDO RD , GLENDALE CA Contractor License No: ACCOESI971DU Contact Person: Name: JUNIUS W HARVEY Address: 835 NORTH CENTRAL AV, STE 132 , KENT WA DESCRIPTION OF WORK: INSTALL ONE ROOFTOP MAU Value of Mechanical: $60,000.00 Type of Fire Protection: CityAf Tukwila Furnace: <100K BTU 0 >100K BTU 0 Floor Furnace 0 Suspended/Wall/Floor Mounted Heater 0 Appliance Vent 0 Repair or Addition to Heat /Refrig /Cooling System.... 0 Air Handling Unit <10,000 CFM 1 >10,000 CFM 0 Evaporator Cooler 0 Ventilation Fan connected to single duct 0 Ventilation System 0 Hood and Duct 0 Incinerator: Domestic 0 Commercial/Industrial 0 doc: IMC -10/06 Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us MECHANICAL PERMIT EQUIPMENT TYPE AND OUANTITY * * continued on next page ** M08 -278 Permit Number: Issue Date: Permit Expires On: Expiration Date: 10/13/2009 M08 -278 12/15/2008 06/13/2009 Phone: Phone: 253 854 -8444 X 131 Phone: (818)244 -6571 Fees Collected: $826.25 International Mechanical Code Edition: 2006 Boiler Compressor: 0 -3 HP /100,000 BTU 0 3 -15 HP /500,000 BTU 0 15 -30 HP /1,000,000 BTU.. 0 30 -50 HP /1,750,000 BTU.. 0 50+ HP /1,750,000 BTU 0 Fire Damper 0 Diffuser 0 Thermostat 0 Wood/Gas Stove 0 Water Heater 0 Emergency Generator 0 Other Mechanical Equipment Printed: 12 -15 -2008 Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie 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 x. wit The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit. Signature: 1 ,3 / � • Permit Number: M08 -278 Issue Date: 12/15/2008 Permit Expires On: 06/13/2009 AGj f •` U Date: IA givci ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. Print Nam 1 k/kbZ I.° J 0 4 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. M08 -278 Printed: 12 -15 -2008 Parcel No.: 2613200042 Address: Suite No: Tenant: 4611 S 134 PL TUKW 1: ** *BUILDING DEPARTMENT CONDITIONS * ** • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us ANALYTICAL RESOURCES PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: M08 -278 ISSUED 12/03/2008 12/15/2008 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: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila Permit Center. 8: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 9: 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. doc: Cond -10/06 * * continued on next page ** M08 -278 Printed: 12 -15 -2008 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. Signatur e_D/ Print Name: V CA 14 " L't 1./0 doc: Cond -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 • Date /pq ` /S f fr M08 -278 Printed: 12 -15 -2008 • • Name: Junius W Harvey CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tulcwila.wa.us SITE LOCATION Site Address: 4611 S. 134TH PLACE, SUITE 100 Tenant Name: ANALTICAL RESOURCES Property Owners Name: ARION PARTNERS LLC Mailing Address: 4611 S. 134TH PLACE, SUITE 100 Mailing Address: 835 north central ave suite 132 E -Mail Address: jharvey @accoes.com Company Name: ACCO ENGINEERED SYSTEMS Mailing Address: 835 north central ave suite 132 Contact Person: Michael Walker E -Mail Address: mwalker @accoes.com Contractor Registration Number: ACrESI971nU Contact Person: Contact Person: Chris English E -Mail Address: cenglish @accoes.com Q:WpplicationsWorms- Applications On Linel3 -2006 - Permit Application.doc Rwi¢'A' 0-7n06 Building Permit No. Mechanical Permit No. ,O Plumbing/Gas Permit No. Pk '2-31 Public Works Permit No. Project No. (For office use only) 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 ** King Co Assessor's Tax No.: 2613200042 Suite Number: 100 Floor: Tukwila City CONTACT PERSON - who do we contact when your permit is ready to be issued Day Telephone: 253 - 854 -8444 x131 Kent WA. 98032 City GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Kent City New Tenant: ❑ Yes [4..No Fax Number:253- 854 -8220 WA State WA. State Day Telephone: 253- 854 -8444 Fax Number: 253 -854 -8220 Expiration Date: 10/8/09 ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Mailing Address: City Day Telephone: E -Mail Address: Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: ACCO ENGINEERED SYSTEMS Mailing Address: 835 NORTH CENTRAL AVE KENT WA. City State Day Telephone: 253 - 854 -8444 Fax Number: 253- 854 -8220 State Zip State 98168 Zip 98032 Zip Zip 98032 Zip Pave. 1 ;If Al 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 Furnace>100K BTU Evaporator Cooler Diffuser 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan Connected to Single Duct Thermostat 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System Wood/Gas Stove 30 -50 HP /1,750,000 BTU Appliance Vent Hood and Duct Emergency Generator 50+ HP /1,750,000 BTU Repair or Addition to Heat/Refrig/Cooling System Incinerator - Domestic Other Mechanical Equipment Air Handling Unit <10,000 CFM 1 Incinerator — Comm/Ind • MECHANICAL PERMIT INFORMATION - 206 - 431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: ACCO ENGINEERED SYSTEMS Mailing Address: R35 NORTH CF NTRAI AVF SIIITF 132 Contact Person: Michael Walker E - Mail Address: mwalkPr @arrnes cnm Contractor Registration Number: ACCOESI971DU Valuation of Mechanical work (contractor's bid price): $ 60,000 Scope of Work (please provide detailed information): Installing of one rooftop MAU Use: Residential: New .... ❑ Commercial: New .... Replacement .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas ....1E] Other: Indicate type of mechanical work being installed and the quantity below: Q: \Applications\Forms- Applications On Line\3 -2006 - Permit Application.doc R..,...,1 0_111ru KFNT City Day Telephone: Fax Number: Expiration Date: WA PR032 State Zip 253- 854 -8444 x145 253 - 854 - 8220 10/09 Pace 4 of F PERMIT APPLICATION NOTES — Applicable to all permits in this application 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 AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 ` NER OR AUTHORIZED AGENT: Signature: Print Nam Mailing Address: F1S /,' 1 G,e.. -' / Date Application Accepted: Date: Day Telephone: jfi5"3 - (F. e yet's/V Cit State Z Date Application Expires: Ar n 1 ' Staff Initials: / / -- Q: ApplicationsWonns- Applications On Line \3-2006 - Permit Application.doc o PAOP A of Ai i Parcel No.: 2613200042 Address: 4611 S 134 PL TUKW Suite No: Applicant: ANALYTICAL RESOURCES Receipt No.: R09 -01060 Initials: WER User ID: 1655 Payee: TRANSACTION LIST: Type Method doc: Receiot -06 ACCO ENGINEERED SYSTEMS Payment Check Authorization No. 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 Descriptio Amount 006773 60.00 Account Code RECEIPT 000.322.102.00.0 Current Pmts 60.00 Total: $60.00 Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 M08 -278 ISSUED 12/03/2008 12/15/2008 Payment Date: 07/09/2009 11:24 AM Balance: $0.00 P.kYMENT RECEIVED Printed: 07 -09 -2009 Parcel No.: Address: Suite No: Applicant: Receipt No.: R09 -00138 Initials: User ID: Payee: doc: Receiot -06 2613200042 4611 S 134 PL TUKW ANALYTICAL RESOURCES JEM 1651 ACCOUNT ITEM LIST: Description J 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 ACCO ENGINEERED SYSTEMS TRANSACTION LIST: Type Method Descriptio Payment Check 006713 MECHANICAL - NONRES PAYMENT RECEIVED Amount Account Code RECEIPT 60.00 000.322.102.00.0 Total: $60.00 • Permit Number: Status: Applied Date: Issue Date: Payment Amount: $60.00 Payment Date: 01/27/2009 11:26 AM Balance: $0.00 Current Pmts 60.00 M08 -278 ISSUED 12/03/2008 12/15/2008 Printed: 01 -27 -2009 RECEIPT NO: R08 -03856 Initials: JEM User ID: 1165 CM of Tukwila,. Payee: ACCO ENGINEERED SYSTEMS SET TRANSACTIONS: Set Member Amount M08 -278 826.25 PG08 -287 92.00 TOTAL: 826.25 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 SET RECEIPT Payment Date: 12/03/2008 Total Payment: 918.25 SET ID: S000001144 SET NAME: Tmp set/Initialized Activities TRANSACTION LIST: Type Method Description Amount Payment Check 006702 918.25 TOTAL: 918.25 ACCOUNT ITEM LIST: Description GAS - NONRES MECHANICAL - NONRES PLAN CHECK - NONRES Account Code Current Pmts 000.322.103.00.0 92.00 000.322.102.00.0 661.00 000/345.830 165.25 TOTAL: 918.25 0130 12/03 9707 TOTAL 918.25 Pro ect: p N A t 1 4-1. ci i g Sd1c K i,a S` Type of Inspection: t` i rNl A V Address: 4 4 6( 1 s t3L-( IP Date Called: Special Instructions: Date Wanted: -7 ';O C) �- t "'l p.m. Requester: Phone No: _ ..0 (a —G S ? ' C I ( 5 INSPECTION RECORD Retain a copy with permit INSPE,• •N NO. PERMIT NO CITY OF TUKWILA BUILDING DIVISION -. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 VI A/proved per applicable codes. Corrections required prior to approval. 4.541.5k c _5), P Knit r t - ( . ''t p I 1 REINSPECTION FEE R 6300 Southcenter Blvd., OUIR Suit 'Date: 33 vire b . Prior to inspection, fee must be 100. Call to schedule reinspection. Project: JAL A l gc e r r✓ .S av re e Inspect' n: A Typ S rt � � ' tJ M ,k Address: ...../ (p ( ( .rix4Pn 1 31 PL4.‹.e Date Called: Special Instructions: JA 441--e �M m A - A C4 f 6'r e_ Ap r o _� e tier! Date Wanted: t -- �am Requester: Phone No: — �� f ` �( 97 INSPECTIOf.1 NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Agfri PERMIT NO. (206)431 -3670 orrections required prior to approval. COMMENTS: 0 thi /{JJ /4A 4 Inspe ( . 0.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: p Acr ti...f k °I A/I #v poY } J t f1 SN / d ? ? /hil .L..( OF..j 6 A J A i -. t �yr- l s ec pe SL l - br' Sc .9 /A. L i * 1 o- e - ✓1 - i` • • A A: r,- G.)'\ J."- r ,--- r p/ a Le e7 . r hce r'it.5 it 4i ) i A. p A P,A I,s,1`1/. k. -P, 6 La.m_„ p.m. Requester: Project: ReSo r /e-" AxiAcui7,°c , Type of Inspec on: cbk Address: I al 4ti/ 1 0 . 1 4 / 4 /)L Date Called: Special Instructions: () 32,_o — Q r ( C r r l �` P Date Wanted: La.m_„ p.m. Requester: Phone No: J 1-4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. Inspect Date: e4 - 2 r -e 4 7 - ❑ $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: v�- Probe i& 1 D1 4'r Type of Inspection: /- /.4/.9 f Address: 4'6/i s /.7 4if'L Date Called: Special Instructions: v. "'* Date Wanted: 5 - ) 3 - 435 p.m. Requester: Phone No: v7J6 - lass - 6Zo...C INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 El Approved per applicable codes. Corrections required prior to approval. 7 - ' 4 INSPECTION RECORD Retain a copy with permit glop -27e 5,r° (( /e055 15`,v f f Dot Date: C REINSPECTION FEE R�QUIRE . Prior to inspection, fee be at 6300 Southcenter Blv , Suite 100. Call to schedule reinspection. COMMENTS: e / /7I a Ah ic(" 0 , ,AL/ X10 ivi >r e sue k v ' /, do <"1 Date Called: c 5frld f s Ail DMA ; 10 /? / / 1.4 4 OY kJ4fP 4./%1/7 t, d7 41 , Date Wanted: 3 -• 1 ' � d, 1 p.m. 447 . 7" , OfP (46 , A bb ,.S.9i ) /- 3 win A itAlki ,1)A F,,QF Fov4 ( Phone No: Project: A 4 1V -if if , i • Type of Inspection: k ` Add�e,�s % Date Called: Special Instructions: Date Wanted: 3 -• 1 ' � d, 1 p.m. Requester: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. t #1r, -z7g INSPECTION RECORD Retain a copy with permit INSPE ON NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 igidtio, 1-1 13_ io , $60.00 REINSPECTION FEE EOUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: q‘r _ Project: A »G L t c4 I, ov rf e) Type of Inspection: O wc+ 5 4 54,4 Qvlvn Address: z ?/ /! Suite #• ico ! 3 L pL . Contact Person: GhrT Pre- Fire: Special Instructions: Permits: Occupancy Type: Phone No.: .2aG. „ C / P Needs Shift Inspection: = Sprinklers: Are Alarm: Hood &Duct: / Monitor: Pre- Fire: Permits: Occupancy Type: INSPECTION NUMBER Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA FIRE DEPARTMENT Mae- z7,9 Gc - i PERMIT NUMBERS 444 Anrinver Park East. Tukwila. Wa. 98188 206 -575 - 4407 Corrections required prior to approval. COMMENTS: 5 o fie 464 e-, ./ 5 ce /Joe -11'1 !gG pa -✓! - O 5 IL, r2 1--t Su es- v Inspector: Date: t1Jzi f a? rs .. N $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from Th City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 r r2 RFA PROJECT NO.: 080452 -12A DATE: January 7, 2009 CODE: IBC 2006 rfa structural engineers 2013 4 Avenue SUITE 202 SEATTLE, WASHINGTON 98121 TELEPHONE: (206) 615 -9700 FAX: (206) 615 -7737 WEB SITE: www.rfaengineers.com FILE COPY Analytical Resources 4611 S. 134 Place Tukwila, WA 98168 EVIS$N N*J _ 110 8- 178 CODE COMPLIANCE OVE RECEIVED JAN 15 2009 PERMIT CENTEF 1111111111111111MM1N IIIIIIIIMIIIIIIIIIIIIL' =FILE MEZZANINE - NO WORK T+�- I40,16r p J CONNECTION NOTES: OUSE (I) -"10 SCREW AT (MIN. (8) - 0 10 BETWEEN 20 USE (I) - 0 10 SCREW AT (MIN. (8) -"10 BETWEEN 03 REQUIRED (1) - 1 10 SC (MIN. (I2) -"10 BETWEEN MAX. 0' -S' CURB ADAPTER (MN. 15 GA.) 3 (E) 1 1 /2' STEEL H 9 ROOF DECK (E) C.M.U. WALL EACH CORNER 4 24' O.C. IN BETWEEN UNIT AND CURB ADAPTER) EACH CORNER 4 24' O.C. N BETWEEN CURB ADAPTER AND EXISTING CURB) REW AT EACH CORNER 4 16' O.G. IN BETWEEN EXISTING CURB TO EXISTING ANGLE) VERIFY IN FIELD Afy O (t) 6' -0' EXISTING CORRIDOR NEW 1-11/AC UNIT (WT.: 1245 lb) (SEE PLAN) (t) 3' -6' (E) METAL STUD WALL (SEE PLAN) irx (E) L3x3x1 /4 (t) 3' -6' O 0 O (E) L3x3x1 /4 (E) L3x3x"4 BRACE 4 (E) L4x4x /4 COL. NOT SHOWN FOR CLARITY (E) STEEL TRUSS (SEE `AN. -7. 2t eta Structural Engineers Design Notes: "International Building Code 2006" (Analytical Resources, 4611 S. 134 Place, Tukwila, WA98168) Seismic: Job #: 080452 -12A Design Category: `D' Site Classification: `D' Design Spectral Acceleration: SDS = SMS * 2/3 = 0.979 SDI = SMI * 2/3 = 0.505 Component Coefficients: ap =2.5 Rp =6.0 If) = 1.0 (Table 13.6 -1 : Mechanical & Electrical Components) Wind: 85 MPH, Exposure `C', I = 1.00, Ic = 1.00 Assumed Project: 2013 4 Avenue Suite 202 Seattle, WA 98121 Replace the existing HVAC (= REZNOR 1 -50) with new HVAC (= REZNOR 800). Existing Unit Weight: 1,147 lb. + CURB New Unit Weight: 1,245 lb. + CURB Design the connections for new HVAC. Check the existing structure for new HVAC. T: 206.615.9700 F: 206.615.7737 Project: Analytical Resources 4611 S. 134 Place Tukwila, Washington Conterminous 48 States 2006 International Building Code Latitude = 47.48 Longitude = - 122.28 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.469 (Ss, Site Class B) 1.0 0.505 (S1, Site Class B) Conterminous 48 States 2006 International Building Code Latitude = 47.48 Longitude = - 122.28 Spectral Response Accelerations SMs and SM1 SMs =Fax Ss and SM1 =FvxS1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 1.469 (SMs, Site Class D) 1.0 0.758 (SM1, Site Class D) Conterminous 48 States 2006 International Building Code Latitude = 47.48 Longitude = - 122.28 Design Spectral Response Accelerations SDs and SD1 SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 0.979 (SDs, Site Class D) 1.0 0.505 (SD1, Site Class D) Lateral Analysis: REZNOR Model RPBL -800 : Model: WT.= 1,245 # Seismic Design: F = {(0.4 a Sos )x(1 + 2z/h)xW } /(R FP MAX = 1.6 S I W = W 1.57 F = 0.3 S I W = 0.29 W From: a = 2.0 Sos = 0.979 R = 6.0 (Critical a and R per ASCE 7 -05 Table 13.5 -1 or 13.6 -1) I 1.0 W 1245.0 lb. Mean Roof Height (h): 40.0 ft. Comp. Attachment Height (z): Ground Motion: S = F *S = 1.469 SM, = F = 0.758 SOS = ( 2/3) * SMS = 0.979 SM, = (2 /3) *SM, = 0.505 Mech Unit: W = 58.875 in. D = 133.750 in. (D >W) H = 40.125 in. Weight.= 1245.00 lb.( Unit Weight + Misc) 0.7 F = 341 lb. Check Overturning : T1 = C1 = 0.7Fp* (H /2) / D = T2= C2= 0.7Fp *(H /2) /W = Res = (0.6- 0.2S /2) ('2006 IBC' Equation 16 -15) Wind Design: Exposure 'C', 85 mph, 40ft (Max. Height) q = 0.00256(K (K (I< (V2) Ow) = 17.31 psf K = Kzt = K V= I = q = 17.31 G = 0.85 Cf = 1.30 51 lb. 116 lb. 288 lb. 1.04 : Velocity Pressure Exposure Coefficients: ASCE 7 -05: Table 6 -3 1.00 : Topographic Factor: 0.90 : Wind Directionality Factor, ASCE 7 -05: Table 6-4 85.00 : Basic Wind Speed 1.00 : Importance factor F = (qz) (G) (Cr) (Ar) = 19.13 (Af) : from above : Gust Effect Factor: 6.5.8 at ASCE 7 -05 : Force Coefficients, ASCE 7 -05: Fig. 6 -21 FTotai = (Wind Load)x(D)x(H) = Check Overturning : T1 = C1 = [Wind Load *W *H *(H /2)/ D = T2 = C2 = [Wind Load *D *H *(H /2)/ W = Res = 0.6x(Unit Weight /2) = ('2006 IBC' Equation 16 -14) : Building Category 'II' :Seismin Design Category 'D' 0.39 W = 488 lb. 713 lb. 47 lb. 243 lb. 374 lb. 40.0 ft. > No Uplift > No Uplift : ASCE 7 -05: Equation (6 -15) .&* 4 *6 c411-1Tokl > No Uplift > No Uplift Lateral Analysis: REZNOR Model RPBL -800 : Model: WT.= 1,245 # Seismic Design: F = ((0.4 a Sos )x(1 + 2z/h)xW } /(R /I = 0.39 W = 517 lb. F = 1.6 Sips Ip Wp = 1.57 W F = 0.3 Sos 1 W = 0.29 W From: a = 2.0 Sos = 0.979 R = 6.0 I 1.0 W, = 1320.0 lb. Mean Roof Height (h): 40.0 ft. Comp. Attachment Height (z): 40.0 ft. Ground Motion: - -z S F 1.469 MS = a ` I Sips = (2 /3) *S = 0.979 UNIT Mech Unit: W = 58.875 in. 1 0 e4c D = 133.750 in. (D >W) H = 40.125 in. Plus Max. 8" High Curb Adapter Weight = 1320.00 lb.( Unit Weight+ Misc) 0.7 F = 362 lb. Check Overturning : T1 = C1 = Fp * (H +8)/2 / 44" = 198 lb. T2 = C2 = Fp * (H +8)/2 / 86" = 101 lb. Res = (0.6- 0.2Sp /2) = 267 lb. (IBS'2006' EQ16 -15) Wind Design: Exposure 'C', 85 mph, 40 ft (Max. Height) q = 0.00256(K (K (K (V (l = 17.31 psf K = KZt = K V= 1,, _ 1.04 : Velocity Pressure Exposure Coefficients: ASCE 7 -05: Table 6 -3 1.00 : Topographic Factor: Assumed 0.90 : Wind Directionality Factor, ASCE 7 -05: Table 6-4 85.00 : Basic Wind Speed 1.00 : Importance factor F = (qZ) (G) (Cf) (Af) = 19.13 (Af) q = 17.31 : from above G = 0.85 : Gust Effect Factor: 6.5.8 at ASCE 7 -05 Cf = 1.30 : Force Coefficients, ASCE 7 -05: Fig. 6 -21 FTotai = (Wind Load)x(D)x(H+8) Check Overturning : T1 = C1 = [Wind Load *W *(H +8) * /2]/ 86" = T2 = C2 = [Wind Load *D *(H +8) * /2]/ 44" = Res = 0.6x(Unit Weight /2) = (IBS'2006' EQ16 -14: Basic Load Combination) 962 lb. < Control 105 lb. 468 lb. 396 lb. > No Uplift > No Uplift > No Uplift > Uplift arc X17 -P7.6 1=7e- cour,ke7d 4 Lateral Analysis: REZNOR Model RPBL -800 : Model: WT.= 1,245 # Seismic Design: F = {(0.4 a Sos )x(1 + 2z/h)xW } /(R /I = 0.39 W = 576 lb. F = 1.6 Sos 1p Wp = 1.57 W FPM,N = 0.3 S 1 = 0.29 W From: a = 2.0 S = 0.979 R = 6.0 1 1.0 W 1470.0 lb. Mean Roof Height (h): 40.0 ft. Comp. Attachment Height (z): 40.0 k[ 61443 -C Ab4itO L4JI 1- Ground Motion: SMS = Fa * Ss = 1.469 SOS = (2 /3) *S = 0.979 Mech Unit: W= D= H= Weight = 0.7 F = Check Overturning : T1 =C1 = Fp * (H+8+14)/2 / 44" _ T2 = C2 = Fp * (H +8 +14)/2 / 86" = Res = (0.6- 0.2Sp /2) _ (IBS'2006' EQ16 -15) Wind Design: Exposure 'C', 85 mph, 40 ft (Max. Height) q = 0.00256(K (K (K ( V2) Ow) = 17.31 psf K = 1.04 : Velocity Pressure Exposure Coefficients: ASCE 7 -05: Table 6 -3 K = 1.00 : Topographic Factor: Assumed Kd = 0.90 : Wind Directionality Factor, ASCE 7 -05: Table 6 -4 V = 85.00 : Basic Wind Speed I, = 1.00 : Importance factor F= (gZ)(G)(Cr)(Ar)= 19.13 (A q = 17.31 : from above G = 0.85 : Gust Effect Factor: 6.5.8 at ASCE 7 -05 C = 1.30 : Force Coefficients, ASCE 7 -05: Fig. 6 -21 FTotai = (Wind Load)x(D)x(H+8+14) = Check Overturning : T1 = C1 = [Wind Load *W *(H +8 +14) * /2]/ 86" = T2 = C2 = [Wind Load *D *(H +8 +14) * /2]/ 44" = Res = 0.6x(Unit Weight /2) = 58.875 in. 133.750 in. (D >W) 40.125 in. Plus Max. 8" High Curb Adapter + 14" Existing Curb 1470.00 lb.( Unit Weight + Misc) 403 lb. 1104 lb. 285 lb. 146 lb. 297 lb. 176 lb. 779 lb. 441 lb. < Control > No Uplift > No Uplift > No Uplift > Uplift (IBS'2006' EQ16 -14: Basic Load Combination) 44- ofrbl c1 5 rfa STRUCTURAL ENGINEERS i Sus.rECr" PROJECT CLIENT RFA NO. DATE DS DESIGN SHE O. STRUCTURAL ENGINEERS CLIENT 4 660 .. DS DESIGN SHE 10. AISI SPECIFICATION PROVISIONS for SCREW CONNECTIONS NOTATION d = nominal screw diameter dw = the larger of the screw head or washer diameter, but not larger than 1/2 "(5/16 "MIN.) FS = factor of safety = 3.0 Pas = allowable shear force per screw Pns = nominal shear strength per screw Pat= allowable tension force per screw Pnt= nominal tension strength per screw Ppot= pull -out force per screw Ppm = pull -over force per screw t, = thickness of member in contact with the screw head t2 = thickness of member not in contact with the screw head = tensile strength of member in contact with the screw head Fu2 = tensile strength of member not in contact with the screw head E6.3 Shear Pas = P ns/3 For t2 /t, < =1.0 Pas shall be taken as the smaller of Pas = 1.4 (t d) Fu2 Pas =0.9 tidFut Pas = 0.9 t2 d Fu2 For bib >=2.5 Pas shall be taken as the smaller of Pas = 0.9 ti d Fut Pas = 0.9 t2 d Fu2 For t, <2.5 Pas shall be determined by the SCREW PROPERTIES Designation Number #2 #3 #4 #5 #6 #7 #8 #10 # 12 1/4 in. Nominal Dia., d, in. 0.0860 0.0990 0.1120 0.1250 0.1380 0.1510 0.1640 0.1900 0.2160 0.2500 GAUGE METAL THICKNESS Gauge 25 ga. 22 ga. 20 ga. 18 ga. 16 ga. 14 ga. 12 ga. F =45ksi min. NOTE: - 1.) Screw sizes smaller than # 2 or la r�r than are not to be used. 2.) The tested shear capacity of the screw shal l not be less than 1.25 P„= 3.75 P ag . 3.) The tested tension capacity of the screw sha l be less than 1.25 P = 3.75 Pat_ E6.4 Tension Pat = P nJ3 Pat shall be taken as the smaller of Pull - Out Pat = 0.283 t2 d Fu2 Pull - over Pat = 0.5 ti dw Fu, linear interpolation between the above two cases ALLOWABLE LOADS lbs. SCREWS TO HAVE 5/16" MINIMUM HEAD DIAMETER. Thickness ( in. ) 0.0188 0.0283 0.0346 0.0451 0.0566 0.0713 0.1017 ' LtialrML 15 M�aY Nj ASEM MEN AMIM Yom' Page 1 gl 0 0 ro 0 0 N 12/31/2008 00:05 IFAX Kent Scanner !Li TALI- 1 1 1 1 . ,' ' .." ...„/". .1 (4 ) L4/ e v 1U1/44 engineered systems 4__ > 0 1 1 4 4 - ) Iso)c oo/, J , 7 7 v_13 - ac lqq-?x34P. P (4=e 0*_ 4-/•• SUBJECT: Ti JOB NAN1E. JOB - San Leann) 5]D-3413-4300 San IYIege ?5S-695-3 • S. q C-ONT CA.#1?f)696 . 3-55. i' \NA II,CCOE1971f:i - Michael Walker L1001/002 R.ts Ds7r A/ , ROC., , r)S02F8 NV ;'1'2 to STRUCTURAL ENGINEERS SUBJECT RFA NO. DATE PROJECT DS I l CLIENT DESIGN SHEET NO. rfq STRUCTURAL ENGINEERS SUBJECT PROJECT RFA NO. DATE CLIENT DESIGN SHE NO. Don Shin From: Michael Walker [mwalker @accoes.com] Sent: Monday, January 05, 2009 2:18 PM To: Don Shin Subject: Analytical Resources Don, I spoke to our field superintendent. He says the curb adapter will add a MAXIMUM of 8" of ht to the 14" existing curb. He thinks it will be lower than that. Michael Michael Walker Project Engineer ACCO Engineered Systems, Inc. (253) 854.8444 x145 Office (253) 854.8220 fax (206) 992.5524 cell mwalkerOaccoes.com 1 R Don Shin From: Michael Walker [mwalker @accoes.com] Sent: Wednesday, December 31, 2008 11:31 AM To: Danny Dallum; Don Shin Subject: Analytical Resources info Attachments: RDF_ Tech_Data.pdf; MAU5 details.pdf Don, Attached is a submittal for an existing unit at ARI Labs. We want to explore putting our new unit that you have already been work with, onto the curb for this old existing unit. The unit is model 1 -50. wti is 935 lbs. II 427 It has a humidifier that weighs 2121bs. I am also attaching some details of MAU5 - the existing unit. Please give us a call and discuss the details after you get this message. Happy New Year!! 1 Model Number 1 -20 1-40 1-50 1-65 2-80 2 -120 3 -180 3 -260 Maximum Heating Capacity MBH 400 600 750 1500 1500 2500 3000 kW 117 176 220 220 440 440 733 879 Air Volume Range CFM 1000/3000 2000/4500 3000/6000 4000/6500 6000/12000 9000/16000 11000/20000 16000/28000 M /hr 1700/5100 3400/7650 5100/10200 6800/11050 10200/20400 15300/27200 18700/34000 27200/47500 Maximum Temperature Rise °F 120 120 120 120 120 120 120 120 °C 55 55 55 55 55 55 55 55 Supply Voltage 115/1 115/1 115/1 230/1 208/3 208/3 208/3 208/3 Control Amps (110V) 6.0 6.0 6.0 3.0 3.4 3.4 3.4 3.4 Gas Connection (inches) 1 1 1 1 1 or 1 -1/4 1 or 1 -1/4 1, 1 -1/4, or 2 1, 1 -1/4, or 2 Net Weight lbs. 915 925 935 950 1455 1505 2410 2480 kg 415 420 424 431 660 683 1093 1125 TECHNICAL DATA MODEL RDF DIRECT -FIRED SYSTEMS • Eight Sizes -1 -20, 1 -40, 1 -50, 1 -65, 2 -80, 2 -120,3 -180, 3 -260 • Horizontal Configuration with Full Curb Cap Base • Horizontal or Vertical (down) Discharge • Indoor /Outdoor Installation • 100% Outside Air with Constant Volume 100% Outside Air with Variable Volume Combination Outside Makeup Air /Inside Air Heating with Constant Air Volume Combination Outside Makeup Air /Inside Air Heating with Potentiometer for Au- tomatic Building Pressurization • Electronically Controlled Discharge Air Temperature • Remote Console for Controls • C.S.A. Certified to the latest editions of ANSI Standards - ANSI Z83.18 Recirculating Direct Gas -Fired Industrial Air Heater - ANSI Z83.4 - CSA 3.7 Non - recirculating Direct Gas -Fired Industrial Air Heater NOTE: Due to ongoing product development, all specifications in this catalog are subject to change without notice. Vscktl Page ___L of °itzt 'su IMP fl Spccifications_are subject to it cba y w thous notice Ihts guidc intended to :ptoy ide speti and j tecbnicalainformation , oniy- This guide Is : not intendedtobe an instruction manua %%hen insttal ingrheatingpandwentdahng� equipment, ou must check and conformito, all local and national building: codes lmproper:installationtof.heatmg and ventdatmg equipment could be, dangerous Consult the manufacturer's Il ut � installation :manualfifor4mstructionsaand =important warnings. Form RZ -NA -C -RDF Page 23 R D F REZNOR® DESCRIPTION The Reznor Model RDF Series single - blower, direct, gas -fired units are certified by C.S.A. to ANSI Stan- dard Z83.18 and Z83.4, CSA 3.7. The units are de- signed for indoor or outdoor installation with cabinets of insulated, double -wall galvalume steel construction. Configuration is horizontal with either standard hori- zontal discharge or optional vertical discharge. The system is factory assembled and mounted on a curb cap for single unit field installation. The RDF Series has a heating range of 20 - 3,000 MBH and an air handling capability range of 1,000 - 28,000 CFM. The blower section includes a single blower that is statically and dynamically balanced for vibration free operation. Depending on the model size and CFM requirements, the blower is either Class I or Class II. A selection of motor horsepower and drive packages is available to match application requirements. Motor and drive packages include an IEC style contactor or starter, adjustable motor base, adjustable sheaves, and drive belts. The direct -fired burner is cast iron with drilled ports and stainless steel mixing plates for high efficiency combustion, designed to meet ANSI emission require- ments. The pilot and flame monitoring device is an electronic (hot surface) ignition system and flame su- pervision with 100% lockout. Burner firing rate is modu- lated by a temperature selector and sensor to main- tain the desired discharge air temperature. The gas train includes main and pilot gas shutoff valves, a manual shutoff leak -test valve, a pilot regulator, a pilot solenoid valve, and either dual solenoid valves or fluid power valves, depending on the application re- quirements that determine gas train selection. Gas trains meet ANSI Standards, and options are available to meet FM and /or GAP requirements. Standard controls include a high and low airflow prov- ing switches, automatic and manual high temperature limit controls, burner and blower service switches. A remote console control, a disconnect switch, a space override thermostat, a potentiometer, or a pressure sensing damper control device are all available as options or components of the air control option se- lected. Systems installed outdoors MUST include ei- ther an outside air hood or a Model REC evaporative cooling module. Page 24 Form RZ -NA -C -RDF Ct t t ut Page of RDF INDOOR /OUTDOOR DIRECT-FIRED GAS HEATING /MAKEUP AIR SYSTEM FOR COMMERCIAL & INDUSTRIAL APPLICATIONS ANSI Z83.4 Non - Recirculating Industrial Air Heaters ANSI Z83.18 Recirculating Industrial Air Heaters CSA 3.7 WARNING: GAS -FIRED APPLIANCES ARE NOT DESIGNED FOR USE IN HAZARDOUS ATMOSPHERES CONTAINING FLAM- MABLE VAPORS OR COMBUSTIBLE DUST, OR ATMOSPHERES CONTAINING CHLO- RINATED OR HALOGENATED HYDRO- CARBONS. INSTALLATIONS IN PUBLIC GARAGES OR AIRPLANE HANGARS ARE PERMITTED WHEN IN ACCORDANCE WITH ANSI Z223.1 AND NFPA 54 CODES. NOTE: RDF Models are not approved for residential use. STANDARD FEATURES • C.S.A. certified to ANSI Z83.18 and Z83.4 - C.S.A. 3.7 • Unit mounted electronic circuit board with diagnostic lights • 100% makeup air • 20 - 3,000 MBH Heating range • 1,000 - 28,000 CFM range • Double -wall, insulated industrial grade construction • Horizontal configuration with horizontal discharge. • Dynamically balanced centrifugal blower • NEMA standard motor, IEC contactor (1/2 - 3 HP) or starter (5 - 30 HP) • Adjustable belt drive O Electronic modulated cast -iron burner with stainless steel mixing plates. • Electronic modulating gas control (25:1 turndown ratio) • Hot surface intermittent ignition system with prepurge time delay (U.S. Patent No. 5,556,272) • 24 -volt Transformer (fused secondary) • Adjustable outside air temperature sensor (economizer) O Safety limit controls including high and low air flow proving switches, automatic and manual high temperature limits, flame supervisor with 100% lockout • Gas train with dual main solenoid valves, main and pilot manual shutoff valves, manual shutoff leak -test valve, pilot regulator, and pilot solenoid valve • Burner and blower service switches OPTIONAL FEATURES - Factory Installed • Propane gas • Manifold arrangements to meet FM and GAP requirements • Motor and drive options to meet CFM requirements. • Discharge air temperature gas control systems with and without space override O 230/1, 208/3, 230/3, 460/3, 575/3 voltage alternates • High ambient burner cutout control • Combination makeup air- return air with constant or variable air volume supply controlled either by a manually set potentiometer or automatically by a remote building pressure sensor • 2- position discharge damper • Vertical (down) discharge with or without 2- position discharge damper. • 115 -volt convenience outlet O Built -in lighted indicator panel • Firestat(s) - discharge and /or return, 200 °F • Freezestat (automatic reset) with time delay relay O Interlocking and /or control relays • High and /or low gas pressure switches OPTIONAL FEATURES - Field Installed O Disconnect switch • Screened outside air hood with moisture - eliminating louvers with or without filter section and 1" or 2" permanent filters (screened air hood or attached evaporative cooling module is required on outdoor installations to retain certification) • Indoor filter sections with 1" or 2" permanent filters • Roof curb - 16" high - with internal ductwork • Add-on evaporative cooling module is available (see Evaporative Cooling Catalog) • Remote control console Rt,1 Model Sizes A B C D E F G H J K L M 1-20-3, 1-403, 1-503, 1-653 2,235 943 1,122 2,154 1,156 622 267 138 363 397 556 486 2-803, 2 -120 -3 2,235 1,237 1,734 2,154 1,765 1,321 413 135 278 394 691 691 3 -1803, 3 -260 -3 3,448 1,565 2,097 3,367 2,111 1,640 484 131 341 549 940 942 Model Sizes N P Q R S T U V W X Y Z 1 -203, 1 -403, 1-503, 1-65 -3 195 371 321 791 791 552 476 197 133 333 217 1,072 2 -80 -3, 2 -120 -3 414 626 285 1,402 1,083 692 692 410 161 383 222 1,243 3 -1803, 3-260-3 370 802 189 1,705 1,411 933 933 367 102 530 221 1,422 Model Sizes A B C D • h — 24V a- Blower Compartment - . Wiring ** Supply Wiring ** Gas Supply (Y and Z) F G H J K L M 1 -20-3, 1-403, 1 -503, 1-65.3 0 37 -1/8 4- 3/16 84 -13/ 45 -1/2 D (Inside of Curb Cap) A Full Length of Outside of Curb Cap) — -1/2 10 -1/2 5 -7/16 14 -9/32 15 -5/8 21 -29/32 19 -1/8 2-80-3, 2 -120 -3 88 48 -11/1E 68 -1/4 84 -13 - /2 52 16 -1/4 5 -5/16 10 -15/16 15 -1/2 27 -9/32 27 -7/32 3- 180-3, 3 -260 -3 135 -3/4 61 -5/8 82 -9/16 132 -9/16 83 -1/8 64 -9/16 19 -1/16 5 -5/32 13 -13/32 21 -5/8 _ 37 37 -3/32 Model Sizes N P Q R S T U V W X Y Z 1 -203, 1 -40-3, 130-3, 135-3 7 -11/16 14 -5/8 12 -5/8 31 -1/8 31 -1/8 21 -3/4 18 -3/4 7 -3/4 5 -1/4 13 -1/8 8 -9/16 42 -7/32 2-803, 2 -120 -3 16 -5/16 24 -21/32 11 -7/32 55 -3/16 42 -5/8 27 -1/4 27 -1/4 16 -5/32 6 -11/32 15 -3/32 8 -3/4 48 -15/16 3- 180 -3, 3 -260 -3 14 -9/16 31 -9/16 7 -7/16. 67 -1/8 55 -9/16 36 -3/4 36 -3/4 14 -7/16 4 20 -7/8 8 -11/16 56 i 1 as '- —H C O C 0 0 0 Control Compartment* m ° ° ° ® C O O co 0 0 o ® ° ° Q • h — 24V a- Blower Compartment - . Wiring ** Supply Wiring ** Gas Supply (Y and Z) Y Z D (Inside of Curb Cap) A Full Length of Outside of Curb Cap) — DIMENSIONS +or -1/8" ( Dimensions (mm l J Top View Control Side Ct LAT) 3 RDF OOR /OUTDOOR DIRECT- FIREGAS HEATING /MA' UP AIR SYSTEM rttom1 Discharge (L x M) 0,1.r40-06,6A d N FOR MMERCIAL & INDUSTRIAL APPLICATIONS N 1 abinet igbt) R Page Outside Air Opening (R x S) See Outside Air Hood or Filter Cabinet Dimensions.) i Rear View Horizontal Discharge (TxU) 1" - C (Cabinet Width) (25mm) T T V 5/8" � E (Inside Width of Curb Cap) --, 7mm) 3" (76mm) i S f W U X R D F Front View Form RZ -NA -C -RDF Page 25 SIZE 400 600 600 700 800 ) 1060 1200 Heating Input BTUH 400,000 500,000 600,000 700,00 800,000 11 ,050,000 1,200,000 (kW) (117.2) (146.6) (175.9) (205.2) (307.8) (351.7) Thermal Output Capacity (80 %)° BTUH 320,000 400,000 480,000 560,000 640,000 840,000 960,000 (kW) (93.8) (117.2) (140.7) (164.1) (187.6) (246.2) (281.4) Unit Amps (120V) Less Blower Motor 3.1 3.3 3.3 3.6 4.5 5 5.9 Standard Control Amps (24 0.95 1.9 1.9 1.9 1.9 2.85 2.85 Air Volume Range fm 3,300 - 14,000 3,700 - 12,000 4,450 - 12,500 5,200 - 13,500 5,900 - 13,500 6,500 - 13,500 7,400 - 13,500 m (5,607 - 23,785) (6,286 - 20,387) (7,560 - 21,237) (8,835 - 22,936 (10,024 - 22,936) - 22,936) (12,572 - 22,936) Net Weight° ba. 849 1,104 1,104 1,184 1,245 1,476 1,565 kg) (385) (501) (501) (537) Ir (565) (670) (710) Ship Weight° ba. 1,218 1,588 1,588 1,668 ( 1,898 • 2,148 2,243 kg) (552) (720) (720) (757) (861) (974) (1,017) Gas Connection - Natural° 1" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" Page Number 1 of REZNOR MODEL RPBL (cont'd) (NEW VAC I OPTIONAL FEATURES - FACTORY INTALLED OPTIONAL FEATURES - FIELD INTALLED TECHNICAL DATA • Unit equipped for propane gas • E -3 (409) stainless steel heat exchanger • 321 stainless steel heat exchanger • E -3 (409) stainless steel burners • E -3 (409) stainless steel drip pan • Intermittent spark pilot with flame supervision and timed lockout • Two -stage gas controls (unit mounted and remote temperature selector) • Three -stage gas controls • Electronic modulation (50 -100% turndown) (20 -100% turndown, size 400) • Mechanical modulation (sizes 400, 500, 600, 700, 800) • Mechanical modulation with full fire bypass (sizes 400, 500, 600, 700, 800) • Makeup air control/dampers • 208/1, 230/1, 208/3, 230/3, 460/3, 575/3 alternate supply voltages • 1 HP through 20 HP open drip - proof, totally enclosed, and energy efficient motors; 2 -speed motors available in 10 HP • Burner air shutters (required for units equipped for propane gas) • Firestat(s) • Freezestat • Convenience outlet • 1/2" O.D. BX cable (Chicago code) • Motor starter (optional with motors having internal overload protection) • Filter rack with filters (1" or 2" disposable, permanent or pleated) • Downturn plenum cabinet (insulated) • Discharge dampers, 2- position, with downturn plenum • Double wall cabinet construction • GAP, FM manifold arrangements • High ambient burner cutoff • Gas pressure safety switches • Air flow proving switch • Right side controls (facing airstream) • Full perimeter roof curb • Cooling coil cabinet with DX or chilled water coil with or without downturn plenum • Remote control console • Disconnect switch • Single -stage thermostat • Two -stage thermostat • Electronic 7-day programmable thermostat • Thermostat guard with locking cover • 100% outside air hood (requires assembly) • Evaporative cooling module • In the U.S. ratings are for altitudes to 2000 feet. Above 2000 feet delete by orifice change, 4% for each 1000 feet above sea level. In Canada ratings are for altitudes to 2000 feet. High altitude units (2001 to 4500 ft.) are dereted by 10% of maximum Input. ° Weights shown are for packaged furnace and blower. For weights of accessories, see below. ° Gas connection for optional propane is 1/2" for all sizes. Sizes shown are for gas connection to single stage gas valve, NOT gas supply line size. Form C -AH Page 9 -6 Key - RPBL Dimensions: A = Width of Cabinet B = Width of Optional Downturn Plenum Discharge Air Opening Width of Standard Horizontal Air Inlet Opening Width of Optional Return Air (Bottom Opening) C = Width of Inside of the Curb Cap E = Width of Standard Horizontal Discharge Air Opening F = Overall Length of Inside of Curb Cap (with or without downturn plenum) G = Distance between Optional Return Aair Cabinet Opening and Optional Downturn Plenum Discharge Air Opening Air Openings Dimensions Standard Horizontal Air Inlet 19 1/2" x B (495mm x B) Optional Return Air Opening 19 1/2' x B (495mm x B) Standard Horizontal Discharge Air Opening 18" x E (457mm x E) Optional Discharge Air Opening (w /Downturn Plenum) 19 1/2" x B (495mm x B) Weights of options shipped Installed on the furnace: 400 600, 600 700 800 1060 1200 AQ5 Downturn Plenum Cabinet (wt. Includes additional crate) lbs. 271 229 253 271 253 271 (kg) (123) (104) (115) (123) (115) (123) Weights of options shipped separately for field assembly and installation: AS2 Outside Air Inlet Hood lbs. 96 87 92 96 92 96 rrircl1ta1rm1zs>I in. 133 3/4 44 CJ7 Roof Curb for Basic Unit lbs. 150 167 173 179 202 280 EM111631fiEl1ai1ES1I - (mm) 127 CJ2 Roof Curb for Unit with Downturn Plenum Cabinet lbs. 177 193 199 205 228 234 [(ri1[n1[m][a1[a] (2,853) 106 SIZE No. of Furnace Sections Drawing F G 400 1 (without downturn) In. 83 3/4 - (mm) (2,127) - 1 (with optional downturn) in. 107 3/4 60 5/16 (mm) (2,737) (1,532) 600, 600, 700, 800 2 (without downturn) In. 109 3/4 (M) (mm) (2,788) - 2 (with optional downturn) in. 133 3/4 86 5/16 (mm) (3,397) (2,192) 1050, 1200 3 (without downturn) In. 135 3/4 - (mm) (3,448) - 3 (with optional downturn) in. 159 3/4 112 5/16 (mm) (4,058) (2,853) APPROXIMATE Gas Connection Location BLOWER CABINET Drawing Approx mate Distance from Inside Curb Cap on Size Location Blower End of System 400 (1) ft, In. 7'5-6' 1" or 2" (M) (2.26- 2.29M) (4) 12x25, (1) 600, 600, (4) ft., In. 8' 7-8° This connection is at curb "height" 700, 800 (2) (M) (2.62- 2.64M) cap on the control side of the system 1060, 1200 (3) In. 9' 2 -3" (4) (M) (2.79- 2.82M) 12x30 (mm) (1,495) Size BLOWER CABINET 400, 800, 1200 B C 600, 600 In. 47 7/8 700, 1060 1" or 2" (2) 16x16, (4) 12x25, (1) 16x25, (4) 12x20, (2) 16x25, (4) 12x20, Disposable (1) 16x25, (4) 12x30 (1) 16x20, (4) 12x25 (4) 12x30 (mm) (1,495) 1" or 2" (2) 16x16, (1) 16x25, (1) 16x20, (4) 16x25, (2) 16x25, (8) 12x26 Permanent (8) 12x16, (4) 12x26 (4) 12x20, (4) 12x26 1" or 2" (2) 16x16, (1) 16x25, (1) 16x20, (4) 16x25, (2) 16x25, (4) 12x20, Pleated (4) 12x25, (4) 12x32 (4) 12x20, (4) 12x25 (4) 12x32 Size BLOWER CABINET A B C E 600, 600 In. 47 7/8 36 5/8 45 1/8 34 1/2 (mm) (1,216) (930) (1,146) (876) 700, 1060 In. 53 3/8 42 1/8 50 5/8 40 (mm) (1,356) (1,070) (1,286) (1,016) 400, 800, In. 58 7/8 47 5/8 56 1/8 45 1/2 1200 (mm) (1,495) (1,210) (1,426) (1,156) REZNOR DIMENSIONS (+ or - 1/8" or 3mm) FIELD WIRING 4. 3/32• -� 104mm CONTROL VOLTAGE z Oz. OtO O 19 -1/2' 495mm Form C -AH Page 10 FIELD WIRING LINE VOLTAGE 4 4 4 ( ( ( GAS CONNECTION LOCATIONS (See Table) G F LEFT SIDE VIEW MODEL RPBL (cont'd) c O - 0 aw ONO 19 -1/2" 495mm 40 -1/8' 1,019mm ,43/32' 104mm 8 -15/3T 215mm 3/4• 19mm CURB CAP 4-1/4' 108mm A 19mm 457mm 3/4" 9mm 3/4• 19mm 4 -1/4' 108mm C FRONT VIEW (standard horizontal discharge) CLEARANCE FROM COMBUSTIBLES 1. Furnace bottom - 0 ". (When installed on a roof curb on a combustible surface, the roof area enclosed within the curb must be either ventilated, left open, or covered with non- combustible material which has an "R" value of at least 5.0). 2. Control Side - 56" (1,422mm). 3. Top Overhangs - 36" (914mm). Page Number - of a (96cA VAc NOTES: 3/4 1. Reznor designed optional out- side air hood or evaporative cool- ing module is required to ensure 1s complete weather resistance. See Outside Air Hood Option Section for dimensions. 2. Burner and control access shown left side (facing airstream). Spec- ify right side (Option AJ2) for op- posite side access and connec- tions. 3. For overall dimension with Cool- ing Coil Cabinet with or without downturn plenum, see Cooling Coil Cabinet Section. For com- plete Curb dimensions, see Roof Curb Option Section. 1 6 BLOWER CABINET RP DUCT = URNACE - �\IRFLOW RP DUCT FURNACE -®. AIRFLOW RP DUCT FURNACE '41:** AIRFLOW OPTIONAL DOWNTURN PLENUM �- REZNOR DIMENSIONS (+ or - 1/8" or 3mm) FIELD WIRING 4. 3/32• -� 104mm CONTROL VOLTAGE z Oz. OtO O 19 -1/2' 495mm Form C -AH Page 10 FIELD WIRING LINE VOLTAGE 4 4 4 ( ( ( GAS CONNECTION LOCATIONS (See Table) G F LEFT SIDE VIEW MODEL RPBL (cont'd) c O - 0 aw ONO 19 -1/2" 495mm 40 -1/8' 1,019mm ,43/32' 104mm 8 -15/3T 215mm 3/4• 19mm CURB CAP 4-1/4' 108mm A 19mm 457mm 3/4" 9mm 3/4• 19mm 4 -1/4' 108mm C FRONT VIEW (standard horizontal discharge) CLEARANCE FROM COMBUSTIBLES 1. Furnace bottom - 0 ". (When installed on a roof curb on a combustible surface, the roof area enclosed within the curb must be either ventilated, left open, or covered with non- combustible material which has an "R" value of at least 5.0). 2. Control Side - 56" (1,422mm). 3. Top Overhangs - 36" (914mm). Page Number - of a (96cA VAc NOTES: 3/4 1. Reznor designed optional out- side air hood or evaporative cool- ing module is required to ensure 1s complete weather resistance. See Outside Air Hood Option Section for dimensions. 2. Burner and control access shown left side (facing airstream). Spec- ify right side (Option AJ2) for op- posite side access and connec- tions. 3. For overall dimension with Cool- ing Coil Cabinet with or without downturn plenum, see Cooling Coil Cabinet Section. For com- plete Curb dimensions, see Roof Curb Option Section. 1 6 Model Size Optional Downturn Cabinet F G H J K L M No. of Hangers SSCBL, PGBL 400 No in. 83 1/2 _ 54 3/8 59 1/2 27 1/8 - - 6 (mm) (2,121) (1,381) (1,511) (689) Yes in. 107 1/2 60 1/4 54 3/8 59 1/2 51 1/4 - - 6 (mm) (2,731) (1,530) (1,381) (1,511) (1,302) SSCBL 600, 600 No in. 109 1/2 43 3/8 48 1/2 53 1/8 - - 6 (mm) (2,781) (1,102) (1,232) (1,349) Yes in. 133 1/2 86 1/4 43 3/8 48 1/2 - 50 1/4 27 6 (mm) (3,391) (2,191) (1,102) (1,232) (1,276) (686) SSCBL 700 No In. 109 1/2 - 48 7/8 5 4 53 1/4 - - 6 (mm) (2,781) - (1,241) (1,372) (1,353) Yes in. 1331/2 861/4 487/8 54 - 501/4 27 6 (mm) (3,391) 2,191 (1,241) (1,372) (1,276) (686) SSCBL, PGBL 800 No in. 109 1/2 54 3/8 59 1/2 53 1/4 - - 6 (mm) (2,781) (1,381) (1,511) (1,353) Yes In. 133 1/2 86 1/4 54 3/8 59 1/2 -- 50 1/4 2 7 8 (mm) (3,391) (2,191) (1,381) (1,511) - (1,276) (686) SSCBL 1060 No in. 135 1/2 - 48 7/8 54 79 1/4 - - 6 (mm) (3,442) (1,241) (1,372) (2,013) Yes In. 159 1/2 112 1/4 48 7/8 54 - 76 1/4 27 1/8 8 (mm) (4,051) (2,851) (1,241) (1,372) (1,937) (689) SSCBL, PGBL 1200 No in. 135 1/2 _ 54 3/8 59 1/2 79 1/4 - - 6 (mm) (3,442) (1,381) (1,511) (2,013) Yes in. 159 1/2 112 1/4 54 3/8 59 1/2 - 76 1/4 27 1/8 8 (mm) (4,051) (2,851) (1,381) (1,511) (1,937) (689) REZNOR Form C -AH Page 30 3/4' H (19mm) y CURB CAP ASSEMBLY APPLIES TO SSCBL AND PGBL CORNER SUSPENSION POINTS (4) HANGERS USED ON ALL MODELS Six -Point Suspension - Suspended from the four (4) corners, plus these two (2) hangers. 58- 25/32' (1,493mm) TWO ADDITIONAL HANGERS ON SYSTEMS REQUIREING EIGHT (8) SUSPENSION POINTS - See Table below (column labeled 'No. of Hangers`) to determine whether the system requires six or eight suspension points. TOP VIEW OF CURB CAP Aga' = LY DIMENSIONS FOR BOTTOM DOWNTURN DUCT FLANGE BOTTOM DUCT CONNECTION HEIGHT BOTTOM PAN * Discharge Air Only DOWNTURN FLANGE* GASKET CURB CAP �.� - - 1/8" GASKET OPTIO ROOF CURB (RPBL, RPDBL only) E d 1' (25mm) v E o a N 5, g 40 � N 1/8" (3mm) E iom o AIR FLOW Page Number of 3 (Orto ovA9 3/4' (19mm) cmrn� tA DEC 0 ^. 2008 PERMIT CENTER _� copy �i 1 CO F� P r T, STRU CTU RA.L CALCULATION S rfa structural engineers 2013 4 Avenue SUITE 202 SEATTLE, WASHINGTON 98121 TELEPHONE: (206) 615 -9700 FAX:. (206) 615 -7737 WEB SITE: www.rfaengineers.com Analytical Resources 4611 S. 134 Place Tukwila, WA 98168 rtvitwtu Ft l( CODE COMPLIANCE RFA PROJECT NO.: 080452 -12 APPROVED DATE: November 20, 2008 DEC 11 200 CODE: IBC 2006 ty Of Tukwila D N DIVI ION it , -e ,ba MOS 2.11 ■1111 IIIETEARS � �, — . �111� 11111111111111P1_ � w _ .�. 40.4.2. ∎. EZZ4 iINE - N MR r", NEW I4VAC UNIT (WT.: 1350 lb) LA I MR I AM MIL r M A L ADD I-15S 2 1 /2'x1 1 /2'x3/16' (SEE PLAN 4 DETAIL 'I') (E) 11/2' STEEL ROOF DECK ADD 1455 2 "2 'x3 /16' (SEE PLAN 4 DETAIL '1') 5/S'4' ROD ( A301) AT FOUR CORNER 4 HANGER a MIDDLE (6 TOTAL) TYP> 3/16V tt- - .Dm$ € c`f STEEL TRUSS (SEE PLAN) (E) C.M.U. WALL SECTION - PERP. TO TRUSS SCALE: STEEL TRUSS (SEE PLAN) NOTES: 1. STRUCTURAL TUBE SHALL CONFORM TO ASTM A5OO, GRADE 5, Fy =46 KSI. 2. 5/8'. ROD SHALL BE CONFORM TO ASTM A3O1. 3. 20 GAGE METAL PLATE SHALL BE MINIMUM Fy =33 KSI. 4. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDER USING E1OXX ELECTRODES. df-ri-o9 FLAN 20 GA. BENT fE WI (9) - SCREWS AT EACH TRUSS (8 PLACES TOTAL) ADD 1-155 2 /2'xl 1 /2'x3/16' ABOVE (E) STEEL DECK (SEE PLAN) EXTEND 0' -6' MIN. ® END OF 4455 DETAIL SCALE: I'a 1 -0' 0 STEEL TRUSS (SEE PLAN) PIA, Structural Engineers Design Notes: "International Building Code 2006" (Analytical Resources, 4611 S. 134 Place, Tukwila, WA98168) Seismic: Job #: 080452 -12 Design Category: `D' Site Classification: `D' Design Spectral Acceleration: SDS = SMS * 2/3 = 0.979 SDI = SM1 * 2/3 = 0.505 Component Coefficients: ap = 2.5 Rp = 6.0 Ip = 1.0 (Table 13.6 -1 : Mechanical & Electrical Components) Wind: 85 MPH, Exposure `C', I = 1.00, K 2 = 1.00 Assumed Project: 2013 4 Avenue Suite 202 Seattle, WA 98121 Design the connections for HVAC. Check the existing structure for new HVAC. Unit Weight: Accessories + Misc.: Total : 1245 lb. 95 lb. 1350 lb. T: 206.615.9700 F: 206.615.7737 Project: Analytical Resources 4611 S. 134 Place Tukwila, Washington Conterminous 48 States 2006 International Building Code Latitude = 47.48 Longitude = - 122.28 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 1.469 (Ss, Site Class B) 1.0 0.505 (S1, Site Class B) Conterminous 48 States 2006 International Building Code Latitude = 47.48 Longitude = - 122.28 Spectral Response Accelerations SMs and SM1 SMs =Fax Ss and SM1 =FvxS1 Site Class D - Fa= 1.0,Fv= 1.5 Period Sa (sec) (g) 0.2 1.469 (SMs, Site Class D) 1.0 0.758 (SM1, Site Class D) Conterminous 48 States 2006 International Building Code Latitude = 47.48 Longitude = - 122.28 Design Spectral Response Accelerations SDs and SD1 SDs = 2 /3x SMs and SD1 = 2 /3xSM1 Site Class D - Fa = 1.0 ,Fv = 1.5 Period Sa (sec) (g) 0.2 0.979 (SDs, Site Class D) 1.0 0.505 (SD1, Site Class D) Maporama.com - CORPORATE G 'li aporama Tim World MV W* LOOK AROUND HOTEL CAR LEISURE hotels.com BWKINGS accor hotels.com �liiSL'eis ® Bet2�o lastminule.com Auperbrea .com INFORMATION 4611 S 134TH EL TUCWIW(58165) - 656 47.48 (47°29') I -122 28 (- 122961 fenene 43°F/59°F/ Coady Most or The Day COMPANY I SOLUTIONS I PRODUCTS I TECHNOLOGY I CUSTOMERS I NEWS HRS. com r I W Fapedia IGeonemes.Or01 CUSTOMERS 1'.VISIi' SMOPMAPORAMA.C6M' . - ?. Sick of your contacts ? Point of Interest tbuen�er euretiftcr a 9 MAPORAMA INTERNATIONAL 2008 COPYRIGHTS - SEND US YOUR COMMENTS ADD TO FAVORITES - MAPORAMA FRANCE http://world.maporama.com/geoLocator.aspx SPONSORED LINKS [elligr Bargain Holidays on eSay - 1,o0 - b v\lW 60. M01 � G Page 1 of 1 Find Your Old School Here: - Qty - Id I - State — Id , Your Hiatt School kfferson Ha School Rldsemort Hlph Scholl John Hushes High classmates•com• 11/19/2008 Lateral Analysis: REZNOR Model RPBL -800 : Building Category 'II' Mech Unit: W = 58.875 in. D = 109.750 in. (D >W) H = 40.125 in. Weight = 1350.00 lb.( Unit Weight + Misc) 0.7 F = 370 lb. Check Overturning : T1 = C1 = 0.7Fp* (H /2) / D = T2= C2= 0.7Fp *(H /2) /W = Res = (0.6- 0.2S /2) = ('2006 IBC' Equation 16 -15) Wind Design: Exposure 'C', 85 mph, 40ft (Max. Height) q = 0.00256(K0 Oct) (K (V (l = 17.31 psf K = KZt = K V= I _ 68 lb. 126 lb. 312 lb. :Seismin Design Category 'D' : Model: WT.= 1,245 # Seismic Design: F = {(0.4 a Sos )x(1 + 2z/h)xW } /(R = 0.39 W = 529 lb. F = 1.6 S 1 W = 1.57 W F = 0.3 S I W = 0.29 W From: a = 2.0 S = 0.979 R = 6.0 (Critical a and R per ASCE 7 -05 Table 13.5 -1 or 13.6 -1) l,= 1.0 W 1350.0 lb. Mean Roof Height (h): 40.0 ft. Comp. Attachment Height (z): 40.0 ft. Ground Motion: SMS = F *S = 1.469 S = F„ *S, = 0.758 Sos = (2/3) *S = 0.979 S = (2/3) *S = 0.505 > No Uplift > No Uplift : ASCE 7 -05: Equation (6 -15) 1.04 : Velocity Pressure Exposure Coefficients: ASCE 7 -05: Table 6 -3 1.00 : Topographic Factor: 0.90 : Wind Directionality Factor, ASCE 7 -05: Table 6-4 85.00 : Basic Wind Speed 1.00 : Importance factor F = (qz) (G) (Cr) (Ar) = 19.13 (A q = 17.31 : from above G = 0.85 : Gust Effect Factor: 6.5.8 at ASCE 7 -05 C = 1.30 : Force Coefficients, ASCE 7 -05: Fig. 6 -21 FTotaI = (Wind Load)x(D)x(H) = 585 lb. < Check Overturning : T1 = C1 = [Wind Load *W *H *(H /2)/ D = 57 lb. T2 = C2 = [Wind Load *D *H *(H /2)/ W = 199 lb. Res = 0.6x(Unit Weight /2) = 405 lb. ('2006 IBC' Equation 16 -14) > No Uplift > No Uplift &KT 3 Lateral Analysis: REZNOR Model RPBL -800 : Model: WT.= 1,245 # Seismic Design: F = {(0.4 a Sos )x(1 + 2z/h)xW } /(R /I = 0.39 W F = 1.6 Sos Ip Wp = 1.57 W = 0.3S = 0.29 W, From: a = 2.0 S = 0.979 R = 6.0 (Critical a and R, per ASCE 7 -05 Table 13.5 -1 or 13.6 -1) 1 1.0 W 1350.0 lb. Mean Roof Height (h): 40.0 ft. Comp. Attachment Height (z): Ground Motion: SMS = F *S = 1.469 Sps = (2/3) * SMS = 0.979 Mech Unit: W = 58.875 in. D = 133.750 in. (D >W) N1111 etriod H = 40.125 in. Weight = 1350.00 lb.( Unit Weight + Misc) 0.7 F = 370 lb. Check Overturning : T1 = C1 = 0.7Fp* (H /2) / D = T2= C2= 0.7Fp *(H /2) /W = Res = (0.6- 0.2Sp /2) _ ('2006 IBC' Equation 16 -15) Fp MIN Wind Design: Exposure 'C', 85 mph, 40ft (Max. Height) q = 0.00256(K0 NO (Ka) (V (l) = 17.31 psf K= = 1.04 K = 1.00 K = 0.90 V = 85.00 I = 1.00 F = (qz) (G) (CO (Af) = q = 17.31 G = 0.85 Cf = 1.30 : Velocity Pressure Exposure Coefficients: ASCE 7 -05: Table 6 -3 : Topographic Factor: : Wind Directionality Factor, ASCE 7 -05: Table 6-4 : Basic Wind Speed : Importance factor 19.13 (Af) : from above : Gust Effect Factor: 6.5.8 at ASCE 7 -05 : Force Coefficients, ASCE 7 -05: Fig. 6 -21 Froth, = (Wind Load)x(D)x(H) = Check Overturning : T1 = C1 = [Wind Load *W *H *(H /2)/ D = T2 = C2 = [Wind Load *D *H *(H /2)/ W = Res = 0.6x(Unit Weight /2) = *l 443frog0 Equation 16-14) ('2006 IBC' Equation S = F„ *S, = 0.758 S = (2/3) *S = 0.505 56 lb. > No Uplift 126 lb.-- - - - - -> No Uplift 312 lb. -- (J1 - Vet Otis IU S 4 1 : Building Category 'II' :Seismin Design Category 'D' 529 lb. 47 lb. 243 lb. 405 lb. uC 8� 40.0 ft.. baarat\I : ASCE 7 -05: Equation (6 -15) > No Uplift > No Uplift P Lilt P"c 11.47 0 -4k- < (--;6)4 1) ti-t2i Kr pa C;' (0 10 4_ Page 1 11 /26/2008 S SCREWS AISI SPECIFICATION PROVISIONS for SCREW CONNECTIONS Also 1997 UNIFORM BUILDING CODE - Section 2218 NOTATION SCREW PROPERTIES GAUGE METAL THICKNESS Number Nominal Gauge Thickness d = nominal screw diameter Designation Dia., d, in. (in. ) dw = the larger of the screw head or washer # 2 0.0860 25 ga. 0.0188 diameter, but not larger than 1/2 "(5/16 "MIN.) # 3 0.0990 22 ga. 0.0283 FS = factor of safety = 3.0 # 4 0.1120 20 ga. 0.0346 Pas= allowable shear force per screw # 5 0.1250 18 ga. 0.0451 Pns= nominal shear strength per screw # 6 0.1380 16 ga. 0.0566 Pat= allowable tension force per screw # 7 0.1510 14 ga. 0.0713 Pnt= nominal tension strength per screw # 8 0.1640 12 ga. 0.1017 P pull -out force per screw # 10 0.1900 F =45ksi min. Ppov = pull -over force per screw # 12 0.2160 ti = thickness of member in contact 1/4 in. 0.2500 with the screw head NOTE: - t2 = thickness of member not in contact 1.) Screw sizes smaller than # 2 or larger than 1/4" with the screw head are not to be used. Fut = tensile strength of member in contact 2.) The tested shear capacity of the screw shall not with the screw head be less than 1.25 Pns = 3.75 Pas, Fu2 = tensile strength of member not in 3.) The tested tension capacity of the screw shall not contact with the screw head be less than 1.25 Pot = 3.75 Pat, E6.3 Shear E6.4 Tension Pas = P ns/3 Pat = P nt/3 For t2 /t, < =1.0 Pas shall be taken as the smaller of Pat shall be taken as the smaller of Pas = 1.4 (t /2 Fu2 Pull - Out Pas = 0.9 ti d Fut Pat = 0.283 t2 d Fu2 Paa = 0.9 t2 d Fu2 Pull - over Pat = 0.5 tt dw Fut For t2/t, > =2.5 Pas shall be taken as the smaller of Pas = 0.9 ti d Fut Pas = 0.9 t2 d Fu2 For 1.0< bit, <2.5 Pas shall be determined by the linear interpolation between the above two cases �{p '�{ SCRE . .r y +[ P � E I :Y tY' G . Q. 1 4 �f S f .' Y .s # �', S � >� STS. �r 't 3 : } ib"$� ''iyE' 'a �{ :c `� C` t � ..iiYl G.. i 001. t ALLOWABLE �"'b'4 3' A y�, 1 �'A .A ; f� rY f� t t t j '} k F ZS . ' 8HEARR PUL LAUT. LOADS ly. G fi ,: y ` �'S 4A 2:. -� a$HEAR lbs. y fi i#° Y '46 S rr"' ' i t Eex F P .`J PULL OUT p R�P`t �E Yt �m, 4 h � ` t ' 3 }�� �tv. � � mow, ' - i y � ' d£$ Y:.: � < a S.x ' - ULtmI T wows .fit' ' 7.5 ?f a, tF w52R . =71i` f1..'k1'4 A mzeosis „•' 39 `' § N8 , '$31 mom or 11.100 x78 cow - . t A fi irelte a 5< X12 EK VIMANO ON04% V100710 Mir' '• M 188TH ', fif. 95t. It 171 nt i.. ' 84, 164 " , , ,,,. a' 151 ° `^ 8 1: ` `' 1i8 c , 2 i i :124' '` V.44.060. 4 ri109 4 WOW; nom-, 944. 8224 °fit K614. ' ` sf394 Rt,' 156 2 Matti k t 1. .(.; 344, "1 } 1$ a. *214 moo t M Itl 557; , ' s' 1196 522341: • .173 '+ ?i4 ; witta lingtim d 1 5 .s.i 2 - `' X890 280 i. '•78 � 246 . b675,'�'� :. '429 3 « °. 58$ r ; MOM E yyy . dged - S Dist:fand 19:t' o!c1 pacing ri a • t S t � � f f d� a I h xTi . ¢ 1 - , /18 n tt�k i°u , Pb� afF -p�C 1 i. :_ ... . � % � F � KC w ' '�. y 9/18 nt• •� n.. .8„ " ! �• t .. j � 1 � Ht t . i ft'3A 6, r , r�t 1/21n: f � + „ a { r pe i . ; . I) t D; r 7/1 rin t k '',. t '�•,'. I ft� I!' SCREWS TO HAVE 5/16" MINIMUM HEAD DIAMETER. Page 1 11 /26/2008 S SCREWS [Rev. 580002 Steel Beam Design r Description General Information Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Point Loads Steel Section : HSS2- 112X1- 112X118 Pinned - Pinned 8.00 ft Bm Wt. Added to Loads 0.00 ft LL & ST Act Together 0.00 ft / x„ 0.00 ft 4 l �T�L..a Center Span Left Cant. Right Cant Lu : Unbraced Length Dead Load Live Load Short Term Location Summary #1 0.170 #2 0.120 3.500 r Using: HSS2 - 1/2X1- 1/2X1/8 section, Span = 8.00ft, Fy = 46.0ksi End Fixity = Pinned - Pinned, Lu = 0.00ft, LDF = 1.330 Actual Allowable Moment 0.591 k -ft 1.800 k -ft fb : Bending Stress 13.266 ksi 40.379 ksi fb / Fb 0.329: 1 Shear fv : Shear Stress fv / Fv Max. M + Max. M - Max. M @ Left Max. M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Defl ...Query Defl @ Reaction @ Left 0.17 Reaction @ Rt 0.14 Fa calc'd per Eq. E2 -1, K *Ur < Cc 0.175 k 0.301 ksi 0.012 : 1 0.17 k 0.11 0.14 k 0.09 -0.284 in -0.172 0.000 in 0.000 0.000 in 0.000 0.000 ft 0.000 /ci Note! Short Term Loads Are WIND Loads. II #3 #4 #5 #6 #7 7.097 k 24.472 ksi Force & Stress Summary «- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL +ST Maximum Only (a. Center (a. Center a Cants (ca Cants 0.59 k -ft 0.36 0.59 0.17 0.14 Fy Load Duration Factor Elastic Modulus 46.00 ksi 1.33 29,000.0 ksi k k k ft Beam OK Short Term Load Case Governs Stress Max. Deflection Length /DL Defl Length /(DL +LL Defl) k -ft k -ft k -ft k -ft k k 0.000 -0.284 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.11 0.17 k 0.09 0.14 k -0.284 in 558.2 : 1 338.3 : 1 6 14kt 64106.k_: ‘vir N o N‘/ _ 4- 44* 0.29 k/ft RI = 4.830 k IP 30.00 ft Vmax @ left = 4.830 k AI Er -�- ar t Ar• Air Mmax = 34.34 k -ft at 14.78 ft from left Dmax = - 0.1927 in at 14.90 ft from left 2 x)5 11 X (I '79 0.29 lift Ae _ Rr= 4.508k Vmax @ rt = 4.508 k 74.,31.1 40 41 42 43 44 A 19 514 550 550 550 550 550 550 494 523 523 523 523 523 523 20 463 550 550 550 550 550 550 517 550 550 550 550 550 550 423 490 490 490 490 490 490 517 550 550 550. 550 550 550 21 420 506 550 550 550 550 550 468 550 550 550 550 550 550 364 426 460 460 460 460 460 453 520 520 520 520 520 520 22 382 460 518 550 550 550 550 426 514 550 550 550 550 550 316 370 414 438 438 438 438 393 461 490 490 490 490 490 23 349 420 473 516 550 550 550 389 469 529 550 550 550 550 276 323 362 393 418 418 418 344 402 451 468 468 468 468 24 320 385 434 473 526 550 550 357 430 485 528 550 550 550 242 284 318 345 382 396 396 302 353 396 430 448 448 448 25 294 355 400 435 485 550 550 329 396 446 486 541 550 550 214 250 281 305 337 377 377 266 312 350 380 421 426 426 26 272 328 369 402 448 538 550 304 366 412 449 500 550 550 190 222 249 271 299 354 361 236 277 310 337 373 405 405 27 252 303 342 372 415 498 550 281 339 382 416 463 550 550 169 198 222 241 267 315 347 211 247 277 301 333 389 389 28 234 282 318 346 385 463 548 261 315 355 386 430 517 550 151 177 199 216 239 282 331 189 221 248 269 298 353 375 29 218 263 296 322 359 431 511 243 293 330 360 401 482 550 136 159 179 194 215 254 298 170 199 223 242 268 317 359 i50 550 550 550 550 550 550 548 548 548 548 548 548 i48 i18 550 550 550 550 550 550 518 518 518 518 518 518 991 475 536 550 550 550 550 550 431 438 493 r r r 387 404 455 496 550 550 550 550 338 379 411 454 454 454 454 374 422 459 512 550 550 550 301 337 367 406 432 432 432 348 392 427 475 550 550 550 270 302 328 364 413 413 413 324 365 398 443 532 550 550 272 295 327 387 399 399 242 302 341 371 413 497 550 550 245 266 295 349 385 385 219 283 319 347 387 465 550 550 198 222 241 267 316 369 369 265 299 326 363 436 517 549 180 201 219 242 287 337 355 249 e• ' 164 °9 307 . t49 2 239 :0 *249- 272 303 364 432 494 1,37 '209? 408 467 s�26 e, 169 201 4t243 271 325 386 442 .:1f4'1 156 185 217 247 Op.: 256 308 366 419 198jt eyi'6i e 4AT; 13b., 144 170 200 228 178r re 249: 243 292 347 397 gg?1 e 120. 133 157 185 211 ,Et89': e' a 330 c X91: e y3:10 • 285 326 ' 138 157 229 272 311 ' 128 146 STANDARD LOAD TABLE FOR OPEN WEB STEEL JOISTS, K- SERIES Based on a 50 ksi Maximum Yield Strength - Loads Shown in Pounds per Linear Foot (pif) Joist 18K3 181(4 18K5 181(6 181(7 181(9 18K10 201(3 201(4 201(5 20K6 201(7 20K9 201(10 CM 221(5 221(6 22K7 221(9 221(10 22K11 Desi • nation Death In 18 18 18 18 18 18 18 20 20 20 20 20 20 20 1E11 22 22 22 22 22 22 Approx. Wt. 6.6 7.2 7.7 8.5 9 10.2 11.7 6.7 7.6 8.2 8.9 9.3 10.8 12.2 8.8 9.2 9.7 11.3 12.6 13.8 550 550 550 550 550 550 550 550 550 550 550 550 550 550 53 17 188 X 209,; rig 298 ,* 6ft " 91:,''"01..'419' 140 26 (016, 61 c604-1T 1 + vei- ,11 kU,ffiffil, fffiffirn RI = 4.671 k Vmax @ left = 4.671 k 4rer r < MSS Mmax = 38.22 k -ft at 16.82 ft from left Dmax = - 0.2750 in at 16.96 ft from left Rr = 4.458 k Vmax @rt= 4.458k Wg14? 612 ■ ASD Joist Desi. nation Death In. Approx. Wt. lbs./ft. STANDARD LOAD TABLE FOR OPEN WEB STEEL JOISTS, K- SERIES Based on a 50 ksi Maximum Yield Strength - Loads Shown In Pounds per Linear Foot (pif) Span (ft.) 24 25 26 27 28 29 30 31 32 33 34 35 49 50 51 52 24K4 24 8.4 520 516 479 456 442 405 410 361 381 323 354 290 331 262 310 237 290 215 273 196 257 179 242 164 24K5 24 9.3 550 544 540 511 499 453 462 404 429 362 400 325 373 293 349 266 327 241 308 220 290 201 273 184 24K6 24 9.7 550 544 550 520 543 493 503 439 467 393 435 354 406 319 380 289 357 262 335 239 315 218 297 200 24K7 24 10.1 550 544 550 520 550 499 550 479 521 436 485 392 453 353 424 320 397 290 373 265 351 242 331 221 24K8 24 11.5 550 544 550 520 550 499 550 479 536 429 500 387 468 350 439 318 413 289 388 264 366 242 24K9 24 12.0 550 544 550 520 550 499 550 479 550 456 550 456 550 436 544 419 510 379 478 344 449 313 423 286 399 262 24K10 24 13.1 550 544 550 520 550 499 550 479 550 456 550 436 550 422 550 410 549 393 532 368 502 337 473 308 447 283 423 260 401 240 380 222 361 206 344 191 327 177 312 165 298 154 285 144 272 135 261 126 250 118 24K12 24 16.0 550 544 550 520 550 499 550 479 550 456 550 436 550 422 550 410 549 393 532 368 516 344 501 324 487 306 474 290 461 275 449 261 438 247 427 235 417 224 406 213 387 199 370 185 354 174 339 163 325 153 26K5 26 9.8 542 535 502 477 466 427 434 384 405 346 379 314 356 285 334 259 315 237 297 217 280 199 26K6 26 10.6 550 541 547 519 508 464 473 417 441 377 413 341 387 309 364 282 343 257 323 236 305 216 26K7 26 10.9 550 541 550 522 550 501 527 463 492 417 460 378 432 343 406 312 382 285 360 261 340 240 26K8 26 12.1 550 541 550 522 550 501 550 479 544 457 509 550 413 444 477 519 375 407 448 342 422 312 398 286 376 263 26K9 26 12.2 550 541 550 522 550 501 550 479 550 459 488 370 459 338 433 310 409 284 26K10 26 13.8 550 541 550 522 550 501 550 479 550 459 550 444 549 431 532 404 516 378 501 356 486 334 26K12 26 16.6 550 541 550 522 550 501 550 479 550 459 550 444 549 431 532 404 516 378 501 356 487 334 27 is SIZE 400 600 600 700 800 J 1060 1200 Heating Input BTUH 400,000 500,000 600,000 700,00 800,000 11,050,000 1,200,000 (kW) (117.2) (146.6) (175.9) (205.2) (307.8) (351.7) Thermal Output Capacity (80 %)• BTUH 320,000 400,000 480,000 560,000 640,000 840,000 960,000 (kW) (93.8) (117.2) (140.7) (164.1) (187.6) (246.2) (281.4) Unit Amps (120V) Less Blower Motor 3.1 3.3 3.3 3.6 4.5 5 5.9 Standard Control Amps (24 0.95 1.9 1.9 1.9 1.9 2.85 2.85 Air Volume Range fm 3,300 - 14,000 3,700 - 12,000 4,450 - 12,500 5,200 - 13,500 5,900 - 13,500 6,500 - 13,500 7,400 - 13,500 m'Ihr) (5,607 - 23,785) (6,286 - 20,387) (7,560 - 21,237) (8,835 - 22,936 (10,024 - 22,936)p.11,043 ( 1,245 - 22,936) 1,476 (12,572 - 22,936) 1,565 Net Welght° bs. 849 1,104 1,104 1,184 kg) (385) (501) (501) (537) (565) (670) (710) Ship Weight• bs. 1,218 1,588 1,588 1,668 ( 1,898 • 2,148 2,243 kg) (552) (720) (720) (757) (861) (974) (1,017) Gas Connection - Naturelc 1" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" 1 -1/4" REZNOR OPTIONAL FEATURES - FACTORY INTALLED OPTIONAL FEATURES - FIELD INTALLED TECHNICAL DATA MODEL RPBL (cont'd) Page Number of • Unit equipped for propane gas • E -3 (409) stainless steel heat exchanger • 321 stainless steel heat exchanger • E -3 (409) stainless steel burners • E -3 (409) stainless steel drip pan • Intermittent spark pilot with flame supervision and timed lockout • Two -stage gas controls (unit mounted and remote temperature selector) • Three -stage gas controls • Electronic modulation (50 -100% turndown) (20 -100% turndown, size 400) • Mechanical modulation (sizes 400, 500, 600, 700, 800) • Mechanical modulation with full fire bypass (sizes 400, 500, 600, 700, 800) • Makeup air controldampers • 208/1, 230/1, 208/3, 230/3, 460/3, 575/3 alternate supply voltages • 1 HP through 20 HP open drip - proof, totally enclosed, and energy efficient motors; 2 -speed motors available In1 -10HP • Burner air shutters (required for units equipped for propane gas) • Firestat(s) • Freezestat • Convenience outlet • 1/2" O.D. BX cable (Chicago code) • Motor starter (optional with motors having internal overload protection) • Filter rack with filters (1" or 2" disposable, permanent or pleated) • Downturn plenum cabinet (insulated) • Discharge dampers, 2- position, with downturn plenum • Double wall cabinet construction • GAP, FM manifold arrangements • High ambient burner cutoff • Gas pressure safety switches • Air flow proving switch • Right side controls (facing airstream) • Full perimeter roof curb • Cooling coil cabinet with DX or chilled water coil with or without downturn plenum • Remote control console • Disconnect switch • Single -stage thermostat • Two -stage thermostat • Electronic 7-day programmable thermostat • Thermostat guard with locking cover • 100% outside air hood (requires assembly) • Evaporative cooling module • In the U.S. ratings are for altitudes to 2000 feet. Above 2000 feet derate by orifice change, 4% for each 1000 feet above sea level. In Canada ratings are for altitudes to 2000 feet. High altitude units (2001 to 4500 ft.) are derated by 10% of maximum input. • Weights shown are for packaged furnace and blower. For weights of accessories, see below. c Gas connection for optional propane is 1/2" for all sizes. Sizes shown are for gas connection to single stage gas valve, NOT gas supply line size. i I Form C -AH Page 9 Key - RPBL Dimensions: A = Width of Cabinet B = Width of Optional Downturn Plenum Discharge Air Opening Width of Standard Horizontal Air Inlet Opening Width of Optional Return Air (Bottom Opening) C = Width of Inside of the Curb Cap E = Width of Standard Horizontal Discharge Air Opening F = Overall Length of Inside of Curb Cap (with or without downturn plenum) G = Distance between Optional Return Aair Cabinet Opening and Optional Downturn Plenum Discharge Air Opening Air Openings Dimensions Standard Horizontal Air Inlet 19 1/2" x B (495mm x B) Optional Return Air Opening 19 1/2" x B (495mm x B) Standard Horizontal Discharge Air Opening 16' x E (457mm x E) Optional Discharge Air Opening (w /Downturn Plenum) 19 1/2' x B (495mm x B) Weights of options shipped Installed on the furnace: 400 600, 600 700 800 1060 1200 Atl6 Downturn Plenum Cabinet crate) cludes additional lbs. 271 229 253 271 253 271 (kg) (123) (104) (115) (123) (115) (123) Weights of options shipped separately for field assembly and Installation: AS2 Outside Air Inlet Hood lbs. 96 87 92 96 92 96 m1mircsiffa1on 700, 800 (2) (8) in. 133 3/4 44 CJ1 Roof Curb for Basic Unit lbs. 150 167 173 179 202 280 1011 E31 1631 1n1 icu1 tCEM 127 CJ2 Roof Curb for Unit with Downturn Plenum Cabinet lbs. 177 193 199 205 228 234 091t01 1(COIEDI 3i ] 106 SIZE No. of Furnace Sections Drawing F G Location 1 (without downturn) in. 83 3/4 - (mm) (2,127) - 400 (1) 1 (with optional downturn) In. 107 3/4 60 5/16 ft., In. (mm) (2,737) (1,532) (2) 2 (without downturn) in. 109 3/4 - (mm) (2,788) - 600, 600, (M) 700, 800 (2) (8) in. 133 3/4 86 5/16 (1) (4) 2 (with optional downturn) (mm) (3,397) (2,192) 16x25,(8) 12x26 In. 135 3/4 - (1) 3 (without downturn) (mm) (3,448) - 1060,1200 (2) 3 (with optional downturn) In. 159 3/4 112 5/16 12x25, (mm) (4,058) (2,853) APPROXIMATE Gas Connection Location 'I BLOWER CABINET Drawing Approx mate Distance from Inside Curb Cap on Size Location Blower End of System 400 (1) ft., In. 7' 5-6° 16x16, (M) (2.26- 2.29M) (1) 16x25, (4) 600, 600, (2) ft., In. 8' 7 -8' This connection is at curb "height' 700, 800 (2) (M) (2.62- 2.64M) cap on the control side of the system 1060, 1200 (3) in. 9' 2 -3' 12x30 (M) (2.79- 2.62M) (2) (8) 16x16, 12x16, (1) (4) Size 'I BLOWER CABINET 400, 800, 1200 B C 600,600 600, 600 in. 700, 1060 1" or 2" (2) 16x16, (4) 12x25, (1) 16x25, (4) 12x20, (2) 16x25, (4) 12x20, Disposable (1) 16x25, (4) 12x30 (1) 16x20, (4) 12x25 (4) 12x30 56 1/8 1" or 2" Permanent (2) (8) 16x16, 12x16, (1) (4) 16x25, 12x26 (1) (4) 16x20, 12x20, (4) (4) 16x25, 12x26 (2) 16x25,(8) 12x26 1" or 2" (2) 16x16, (1) 16x25, (1) 16x20, (4) 16x25, (2) 16x25, (4) 12x20, Pleated (4) 12x25, (4) 12x32 (4) 12x20, (4) 12x25 (4) 12x32 Size 'I BLOWER CABINET A B C E 600, 600 in. 47 7/8 36 5/8 45 1/6 34 1/2 (mm) (1,216) (930) (1,146) (876) 700, 1050 In. 53 3/8 42 1/8 50 5/8 40 (mm) (1,356) (1,070) (1,286) (1,016) 400, 800, 1200 In. 58 7/8 47 5/8 56 1/8 45 1/2 (mm) (1,495) (1,210) (1,426) (1,156) REZNOR DIMENSIONS (+ or - 1/8" or 3mm) FIELD WIRING 4. 3/32 " 104mm CONTROL VOLTAGE `2 z Q r L CL I m-1/ r4 19 -1/2' 495mm Form C -AH Page 10 FIELD WIRING LINE VOLTAGE f R 4 ( ( ( GAS CONNECTION LOCATIONS (See Table) G F LEFT SIDE VIEW MODEL RPBL (cont'd) rt z z - aw ONO ► H 19 -1/2' 495mm 40 -1/8" 1,019mm 4 -3/32" *- 104mm 8. 15/32' 215mm \._.CURB CAP 4- 1/4'. 108mm A NOTES: 3/4" 1. Reznor designed optional out- side air hood or evaporative cool- ing module is required to ensure 18' complete weather resistance. See 457mm Outside Air Hood Option Section for dimensions. 3/4" 2. Burner and control access shown 3/4"y 3/4' left side (facing airstream). Spec - 19mm 19mm ify right side (Option AJ2) for op- 4-1/4' posite side access and connec- 108mm tions. FRONT VIEW (standard horizontal discharge) 19mm 9mm CLEARANCE FROM COMBUSTIBLES 1. Furnace bottom - 0 ". (When installed on a roof curb on a combustible surface, the roof area enclosed within the curb must be either ventilated, left open, or covered with non- combustible material which has an "R" value of at least 5.0). 2. Control Side - 56" (1,422mm). 3. Top Overhangs - 36" (914mm). Page Number of 3. For overall dimension with Cool- ing Coil Cabinet with or without downturn plenum, see Cooling Coil Cabinet Section. For com- plete Curb dimensions, see Roof Curb Option Section. 'I BLOWER CABINET RP DUCT =URNACE t - AIR FLOW RP DUCT FURNACE -® AIR FLOW RP DUCT FURNACE AIR FLOW OPTIONAL DOWNTURN PLENUM REZNOR DIMENSIONS (+ or - 1/8" or 3mm) FIELD WIRING 4. 3/32 " 104mm CONTROL VOLTAGE `2 z Q r L CL I m-1/ r4 19 -1/2' 495mm Form C -AH Page 10 FIELD WIRING LINE VOLTAGE f R 4 ( ( ( GAS CONNECTION LOCATIONS (See Table) G F LEFT SIDE VIEW MODEL RPBL (cont'd) rt z z - aw ONO ► H 19 -1/2' 495mm 40 -1/8" 1,019mm 4 -3/32" *- 104mm 8. 15/32' 215mm \._.CURB CAP 4- 1/4'. 108mm A NOTES: 3/4" 1. Reznor designed optional out- side air hood or evaporative cool- ing module is required to ensure 18' complete weather resistance. See 457mm Outside Air Hood Option Section for dimensions. 3/4" 2. Burner and control access shown 3/4"y 3/4' left side (facing airstream). Spec - 19mm 19mm ify right side (Option AJ2) for op- 4-1/4' posite side access and connec- 108mm tions. FRONT VIEW (standard horizontal discharge) 19mm 9mm CLEARANCE FROM COMBUSTIBLES 1. Furnace bottom - 0 ". (When installed on a roof curb on a combustible surface, the roof area enclosed within the curb must be either ventilated, left open, or covered with non- combustible material which has an "R" value of at least 5.0). 2. Control Side - 56" (1,422mm). 3. Top Overhangs - 36" (914mm). Page Number of 3. For overall dimension with Cool- ing Coil Cabinet with or without downturn plenum, see Cooling Coil Cabinet Section. For com- plete Curb dimensions, see Roof Curb Option Section. Model Size Optional Downturn Cabinet F G H J K L M No. of Hangers SSCBL, PGBL 400 No in. 83 1/2 - 54 3/8 59 1/2 27 1/8 - - 6 (mm) (2,121) (1,381) (1,511) (689) Yes in. 107 1/2 60 1/4 54 3/8 59 1/2 51 1/4 - - 6 (mm) (2,731) (1,530) (1,381) (1,511) (1,302) SSCBL 600, 600 No In. 109 1/2 43 3/8 48 1/2 53 1/8 - - 6 (mm) (2,781) (1,102) (1,232) (1,349) Yes in. 133 1/2 86 1/4 43 3/8 48 1/2 - 50 1/4 27 6 (mm) (3,391) (2,191) (1,102) (1,232) (1,276) (686) SSCBL 700 No in. 109 1/2 - 48 7/8 5 4 53 1/4 - - 6 (mm) (2,781) - (1,241) (1,372) (1,353) Yes In. 133 1/2 86 1/4 48 7/8 54 - 50 1/4 27 6 (mm) (3,391) 2,191 (1,241) (1,372) (1,276) (686) SSCBL, PGBL 800 No in. 109 1/2 - 54 3/8 59 1/2 53 1/4 - - 6 (mm) (2,781) (1,381) (1,511) (1,353) Yes In. 133 1/2 86 1/4 54 3/8 59 1/2 - 50 1/4 2 7 8 (mm) (3,391) (2,191) (1,381) (1,511) - (1,276) (686) SSCBL 1060 No in. 135 1/2 - 48 7/8 54 79 1/4 - - 6 (mm) (3,442) (1,241) (1,372) (2.013) Yes in. 159 1/2 112 1/4 48 7/8 54 - 76 1/4 27 1/8 8 (mm) (4,051) (2,851) (1,241) (1,372) (1,937) (689) SSCBL, PGBL 1200 No In. 135 1/2 - 54 3/8 59 1/2 79 1/4 - - 6 (mm) (3,442) (1,381) (1,511) (2,013) Yes in. 159 1/2 112 1/4 54 3/8 59 1/2 - 76 1/4 27 1/8 8 (mm) (4,051) (2,851) (1,381) (1,511) (1,937) (689) 1 DOWNTURN FLANGE* 1 /8" GASKET CURB CAP __.. 1/8" GASKET OPTIONAL g E f - ROOF CURB d� a E (RPBL, RPDBL only) * Discharge Air Only t v a.- N 16 (406mm) REZNO Form C -AH Page 30 3/4' H (19mm) CURB CAP ASSEMBLY APPLIES TO SSCBL AND PGBL CORNER SUSPENSION POINTS (4) HANGERS USED ON ALL MODELS Six -Point Suspension - Suspended from the four (4) corners, plus these two (2) hangers. 58- 25/32' (1,493mm) BOTTOM PAN TWO ADDITIONAL HANGERS ON SYSTEMS REOUIREING EIGHT (8) SUSPENSION POINTS - See Table below (column labeled No. of Hangers') to determine whether the system requires six or eight suspension points. TOP VIEW OF CURB CAP A LY DIMENSIONS FOR BOTTOM DOWNTURN DUCT FLANGE BOTTOM DUCT CONNECTION HEIGHT 1" (25mm) ) 1 8' (3mm) AIR FLOW Page Number of 3/4" (19mm) 13 DEPARTMENTS: i'01 g Dlvi�ion Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n Comments: REVIEWER'S INITIALS: Documents /routing slip.doc 2 -28 -02 • ER IT PLAN REVIEW /ROUTING SLIP Structural ACTIVITY NUMBER: M08 -278 DATE: 01 -15 -09 PROJECT NAME: ANALYTICAL RESOURCES SITE ADDRESS: 4611 S 134 PL SUITE 100 Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 'I After Permit Issued 61 ( n ti1/4- 1 V /° 1 Fire Prevention 1 Planning Division ❑ Permit Coordinator DUE DATE: 01 -20 -09 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS RO TING: Please Route Structural Review Required n No further Review Required DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 02-17-09 Approved Ilf Approved with Conditions ❑ Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: ACTIVITY NUMBER: M08 - 278 . DATE. 1 . 2 - -08 PROJECT NAME: ANALYTICAL RESOURCES SITE ADDRESS: 4611 S 134 PL, STE 1 X Original Plan Submittal Response to Correction Letter # Response Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: v-ob ( B I i I g Division Public Works ❑ Complete Comments: Documents/routing slip.doc 2-28-02 • PERMIT COORD COPY • PLAN REVIEW /ROUTING SLIP 511 I /O" Fire Prevention Z Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: Incomplete ❑ DATE: Planning Division ❑ Permit Coordinator TUES/THURS R UTING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: Not Approved (attach comments) ❑ DATE: DUE DATE: 12-04-08 Not Applicable ❑ Permit Center Use Only " ira ti . /1.Pr t W .. INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DUE DATE: 01-01-09 Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Iwor 11:. • 441 Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: 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. Date: 01 -15 -09 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # Revision # 1 after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner El Project Name: ANNALYTICAL RESOURCES Project Address: 4611 SOUTH 134TH PL SUITE 100 TUKWILA, WA Contact Person: JUNIUS W HARVEY Phone Number: 253 - 854 - 8444 Summary of Revision: CHANGING THE LOCATION OF THE MAKE AIR UNIT OF THE ORIGINAL ISSUED PERMIT TO A NEW LOCATION. ALSO REPLACING 3 EXISTING EXHAUST FANS AND ADDING ONE NEW EXHAUST FAN Sheet Number(s): 2 SHEETS OF THE NEW DRAWINGS AND 2 SHEETS OF THE OLD DRAWINGS "Cloud" or highlight all areas of revision including date of revisio r Received at the City of Tukwila Permit Center by: entered in Permits Plus on \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Plan Check/Permit Number: M08 - 278 RECEIVED CITY OF ,Uuutnt A I JAN 15 2009 PERMIT CENTER Name Role Effective Date Expiration Date AVESANO, JOHN P PRESIDENT 03/31/2003 Bond Amount KESSLER, ROBERTA R SECRETARY 03/31/2003 08030409 BROWN, ROBERT A TREASURER 03/31/2003 KRASSENSKY, RONALD VICE PRESIDENT 01/22/2004 HAMMOND, ROBERT T VICE PRESIDENT 01/22/2004 MARRS, JEFFREY R VICE PRESIDENT 01 /22/2004 NARBONNE, PETER H VICE PRESIDENT 01 /22/2004 RICHTER, CHARLES K VICE PRESIDENT 01/22/2004 WESTPHAL, KENNETH B VICE PRESIDENT 01 /22/2004 YATES, RICHARD D VICE PRESIDENT 01 /22/2004 GOODMAN, MILTON L VICE PRESIDENT 01 /22/2004 SMITH, STEVEN J VICE PRESIDENT 01 /22/2004 VLICK, ROBERT P VICE PRESIDENT 03/31/2003 LUDOLPH, DOUGLAS E VICE PRESIDENT 11/06/2006 BOYSEN, THOMAS C SECRETARY 01/22/2004 11/06/2006 MCNAMARA, WILLIAM B VICE PRESIDENT 03/31/2003 09/01/2004 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 FIDELITY Et DEPOSIT 08030409 10/01/2001 Until Cancelled $12,000.00 10/02 /2001 Untitled Page Business Owner Information Bond Information • I General /Specialty Contractor A business registered as a construction contractor with LEti to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County ACCO ENGINEERED SYSTEMS INC 8182446571 6265 SAN FERNANDO RD GLENDALE CA 91201 OUT OF STATE Business Type CORPORATION Parent Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Previous License Next License Associated License Specialty 1 Specialty 2 601003669 ACTIVE ACCOESI971 DU CONSTRUCTION CONTRACTOR 3/31/2003 10/13/2009 AIRCOCI131KQ GENERAL UNUSED https: // fortress. wa. gov /lni/bbip/Detail.aspx ?License= ACCOESI971 DU Page 1 of 3 12/15/2008 CHAS FIRE MAKE -UP AIR UNIT SCHEDULE (INDIRECT FIRED) DESIGNATION: MAU-1 ZONE: CORRIDORS MANUFACTURER REZNOR MODEL RPBL -800 DISCHARGE: HORIZONTAL C.F.M.: 10000 E.S.P. (IN -H20): 2.08" FAN HP: 20 HP HEATING INPUT (MBH): 800 HEATING OUTPUT (MBH): 640 AFUE: 80% VOLTAGE: 480 PHASE: 30 OPERATING WEIGHT (LBS): 1245 REMARKS: ( (1) WITH STAINLESS STEEL HEAT EXCHANGER, DUCT FLANGE, 1" PERMANENT FILTER, INSULATED CABINET, ROOF CURB, REDUNDANT BACKUP GAS VALVE, INTERMITTENT SURFACE IGNITION, FLAME PROVING SWITCH. SET DISCHARGE TEMPERATURE TO 70`F. (2) UNIT SHALL HAVE AN AUTOMATIC SHUT -OFF O.S.A. DAMPER INTERLOCKED WITH FAN. (3) WITH REMOTE CONTROL CONSOLE PANEL WITH HEAT - VENT -COOL. (4) VERIFY VOLTAGE WITH ELECTRICAL. (5) WITH EXTERNAL VARIABLE FREQUENCY DRIVE ACCESSORY - INTERLOCK WITH STATIC PRESSURE SENSORS LOCATED IN LAB SPACE AIR PRESSURE DROP SCHEDULE DESIGNATION: MAU --1 ZONE: LAB MANUFACTURER: REZNOR MODEL RPBL -800 DISCHARGE: HORIZONTAL C.F.M. 10000 TOTAL STATIC PRESSURE - T.S.P. (IN -H20): +3.00" PERMANENT 1" AL FILTER: - .0.23" OUTSIDE AIR HOOD: —0,02" OUTSIDE AIR DAMPER: -0.07" TOTAL HVAC UNIT EXTERNAL PRESSURE - E.S.P. (IN -H20): +2.08" MERV 15 FILTER BANK (FULLY LOADED- DIRTY): —1.50" NET AVAILABLE SYSTEM EXTERNAL PRESSURE - E.S.P. (IN -H20): +0.58" Abos seIn Engineering, L.L.C. 1 MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE. Bellevue, lYa. 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E - Mail: eservice @abossein.com www.abossein.com. F k.„-- OUTSIDE AIR HOOD / I MOTORIZED DAMPER AND FILTER /RACK IMAU -11 ON ROOF - ll � t t t tt I t t t Lt" f INTERNALLY INSULATED (R8) DUCTWORK ON ROOF (TYP) NOTE; LOCATE OUTSIDE AIR INTAKE HOOD AS FAR AS FEASIBLE FROMEXISTING FAN(S) DISCHARGE MIN. 10 FT. NO SCALE UNIT MOUNTED ON AKE UP AIR ROOF CURB k -• I I I ‘040 l 36X36 (ON ROOF) MIN. 10 FT FROM OSA INTAKE. 7 - RELOCATED EXISTING FAN ON ROOF k k 1 I I 7 v EXISTING JOIST EXISTING FANS AND DUCTWORK TO REMAIN ON ROOF 36X36 DN (ELBOW WITH TURNING VANES) AND TRANSITION TO 36X24 MERV 15 FILTER BANK (6 FILTERS IN RACK). COORDINATE FILTER REMOVAL CLEARANCES. SUPPORT FILTER RACK ASSEMBLY FROM STORAGE ROOM WALL STRUCTURE (I.E. VIA ANGLE IRON, UNISTRUT, ALL- THREAD ROD, ETC.) ENLARGED STORAGE ROOM /ROOF PLAN GENERAL NOTES ) COMPLETE INSTALLATION OF THE MECHANICAL, ENERGY, PLUMBING, LOCAL JURISDICTIONS. IECHANICAL SYSTEM SHALL BE PER THE MOST CURRENT BUILDING, FIRE AND HEALTH CODES AND REGULATIONS AS ADOPTED BY THE ) MECHANICAL CONTRACTOR SHALL COORDINATE DIFFUSER LOCATIONS AND DUCT ROUTING CLEARANCES WITH THE STRUCTURAL, REFLECTED CEILING AND LIGHTING PLANS. ) CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE EQUIPMENT TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 4) ALL AIR DISTRIBUTION OUTLETS SHALL HAVE VOLUME CONTROL DEVICES. 5) ALL VOLUME DAMPERS IN NON - ACCESSIBLE CEILINGS SHALL HAVE A CONTROL ARM EXTENDED TO AN ACCESSIBLE LOCATION ( "YOUNG" FEGULATIONS OR EQUAL). EXACT LOCATION OF CONTROL DEVICES VISIBLE IN FINISHED SPACES SHALL BE COORDINATED WITH THE ARCHITECT. 6) ALL 90 DEGREE TRUNK DUCT ELBOWS SHALL BE SMOOTH-ROUND OR SQUARE WITH TURNING VANES. 7) MECHANICAL CONTRACTOR SHALL LOCATE AND COORDINATE EXACT LOCATION OF PIPING AND DUCTWORK AND PENETRATIONS WITH THE ST F UCTURE. 8) ALL DUCTWORK, EQUIPMENT AND 7 IPING SHALL BE SEISMICALLY SUPPORTED PER SMACNA AND LOCAL REGULATIONS. 9) ALL AIR FILTERS SHALL HAVE EFF CIENCY BASED ON THE ASHRAE STANDARD 52 -76 (ATMOSPHERIC DUST SPOT). 10) ALL MECHANICAL EQUIPMENT SHALL CONFORM TO RESTRAINT (INCLUDING PIPING AN DUCTWORK). 11) ALL EQUIPMENT AND ACCESSORIES IN CONCEALED DOORS. SMACNA AND LOCAL REGULATIONS FOR SEISMIC SPACES REQUIRING, ACCESS SHALL HAVE ACCESS 12) TOTAL SYSTEM SHALL BE WARRANTED FOR ONE YEAR; STARTING FROM. THE TIME OF OWNER /ENGINEER'S FINAL ACCEPTANCE. 13) HVAC NOTES: A) PROVIDE FLEXIBLE CONNECT ON IN ALL DUCTS CONNECTING TO AIR MOVING EQUIPMENT AS CLOSE TO FAN AS POSSIBLE. FLEX BLE CONNECTION SHALL CONSIST OF 6" OR MORE OF AIR TIGHT, FIREPROOF FLEXIBLE NEOPRENE COATED WOVEN FIBROUS GLASS MATERIAL. VENT FABRICS, INC, OR APPROVED EQUAL. B) ALL DUCTWORK SHALL BE SHEET METAL. SOUND LINE RECTANGULAR SUPPLY AND RETURN DUCTS WITHIN 10 FEET FROM THE UNIT OPENINGS. C) ALL SUPPLY AND RETURN FLEXIBLE DUCTS SHALL BE CONSTRUCTED OF DOUBLE LAMINATION OF POLYESTER ENCAPSULATED STEEL WIRE HELIX FOR INNER CORE HIGH DENSITY FIBERGLASS INSULATION AND GRAY POLYESTER FILM WITH SPIRAL REINFORCEMENTS EQUAL TO "ATCO -70 SERIES" (MIN. POS. PRESS. = 6" W.G., NEG. PRESS = 0.75" W.C,). D) PROVIDE LOCKABLE VOLUME DAMPERS IN ALL AIR DISTRIBUTION OUTLETS. E) DUCT HANGERS, SUPPORTS AND METHODS OF INSTALLATION SHALL CONFORM TO ASHRAE AND SMACNA RECOMMENDATIONS. F) DUCT SIZES SHOWN ON PLANS INDICATE INSIDE FREE AREA. SEQUENCE OF OPERATION: 1. MAKEUP AIR UNIT OUTSIDE AIR DAMPER SHALL BE INTERLOCKED WITH THE FAN. FAN SHALL RUN TO MAINTAIN MAKEUP AIR TO LAB SPACE AS REQUIRED AND SHALL BE CONTROLLED BY A VARIABLE FREQUENCY DRIVE THAT SHALL MODULATE SUPPLY AIRFLOWS WITH THE EXHAUST SYSTEM VIA LAB SPACE STATIC PRESSURE SENSORS AND CONTROLLERS. 2. MAKEUP AIR UNIT SHALL MAINTAIN A DISCHARGE TEMPERATURE OF ±707' (ADJUSTABLE VIA A DUCT STAT) VIA THE 100X FULL MODULATING GAS VALVE. 3. DURING HOURS OF NON -USE THE MAKEUP AIR UNIT AND EXHAUST FANS SHALL SHUT DOWN. THE OUTSIDE AIR DAMPER OF.THE MAKEUP AIR UNIT SHALL CLOSE. 4. ROOM A/C HVAC UNIT SHALL OPERATE VIA A PROGRAMMABLE THERMOSTAT IN LAB SPACE. PROGRAM THERMOSTAT TO MAINTAIN ±70'F. �8 Y I1 _ 1 '_ D „ EXISTING ' LAMIN FLOW SUPPLY DIFFUSERS AR - N 400 CFM \ 18X6 SIDEWALL DIFFUSER WITH - OLUME DAMPER POINT OF NEW CONNECTION VERIFY EXACT LOCATION AT SITE. NEW 12 "0 DUCT BRANCH EXISTING SIDEWALL DIFFUSERS TO REMAIN. 750 CFM EACH (TYP OF 8) EXISTING 26 "0 ABV - -� U LAB SPACE TO REMAIN l I — GROUND FLOOR LEVEL- HVAC NORTH NEW G) ALL DUCTWORK SHALL BE CLASS 1 AIR DUCT AS APPROVED BY U.L. -181. H) DUCTS - SHEET METAL DUCTS SHALL BE INSULATED WITH THE INSULATION AND THICKNESSES AS SHOWN HEREIN (REDUCE THE INSULATION THICKNESS BY THERMAL VALUE OF SOUND LINING). 1. SUPPLY AIR DUCTS IN HEATED SPACE; NO INSULATION REQUIRED IF SOUNDLINED, OTHERWISE 1" THICK K = 0.23 @ 75 DEGREES F. 2. SUPPLY AIR DUCTS IN NON-HEATED SPACE; APPROXIMATELY 3" THICK K =0.23 © 75 DEGREES F., TO PROVIDE A MINIMUM THERMAL RESISTANCE VALUE OF MINIMUM R -8. 3. SUPPLY AIR DUCTS OUTSIDE OF BUILDING SAME AS CONDITIONED SPACE EXCEPT WITH WEATHERPROOF BARRIER. 4. RETURN AIR DUCTS; SHALL HAVE SAME INSULATION AS THE SUPPLY AIR DUCTS. 5. EXHAUST AIR DUCTS; NO INSULATION REQUIRED. 14) THE CONTRACTOR SHALL NOT OPERATE THE EQUIPMENT FOR TEMPORARY HEATING OR VENTILATION DURING THE CONSTRUCTION. (ALL EQUIPMENT SHALL RUN FOR TESTING AND BALANCING PURPOSES ONLY). 15) ALL EQUIPMENT SUPPLIED FOR THESE SPECIFICATIONS SHALL BE FREE FROM DEFECTS IN MATERIAL, WORKMANSHIP, AND TITLE, AND SHALL BE OF THE KIND AND QUALITY DESCRIBED HEREIN. IF IT APPEARS WITHIN ONE YEAR FROM DATE OF FINAL ACCEPTANCE THAT EQUIPMENT DOES NOT MEET THE WARRANTIES ABOVE, THE CONTRACTOR SHALL IMMEDIATELY CORRECT ANY DEFECT AND SHALL RESTORE THE SYSTEM TO THE ORIGINAL SATISFACTORY CONDITIONS AT HIS EXPENSE. THE FOREGOING WARRANTY IS EXCLUSIVE AND IN LIEU OF OTHER WARRANTIES, WHETHER WRITTEN, ORAL, IMPLIED OR STATUTORY. NO WARRANTY OF MERCHANT ABILITY OF FITNESS FOR PURPOSE SHALL APPLY. (THE WARRANTY SHALL START FROM THE TIME OF ARCHITECT /ENGINEER'S FINAL ACCEPTANCE.) 16) ENTIRE INSTALLATION OF ALL EQUIPMENT, CONTROL, PIPING, DUCTWORK AND RELATED ACCESSORIES SHALL BE PER BASIC OWNERS' STANDARDS. MECHANICAL CONTRACTOR IS TO FAMILIARIZE HIMSELF WITH THESE STANDARDS. 17) MECHANICAL CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE ROUTING AND INSTALLATION FEASIBILITY OF ALL EQUIPMENT, PIPING AND DUCTWORK PRIOR TO SUBMITTING HIS BID AND INCLUDE IN HIS BID ADDITIONAL PIPING, DUCTWORK, FITTINGS, OFFSETS, ETC. WHICH MIGHT BE REQUIRED FOR A COMPLETE SYSTEM READY FOR OWNER'S BENEFICIAL USE. 18) COORDINATE THE CONSTRUCTION SCHEDULE WITH THE OWNER AND PERFORM ALL REQUIRED WORK IN STRICT ACCORDANCE WITH THE OWNER'S SCHEDULE. 19) MECHANICAL CONTRACTOR SHALL PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND CERTIFICATES REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. 20) ADJUST ALL EQUIPMENT AND PERFORM A COMPLETE AIR - BALANCING AND PUT ALL MECHANICAL SYSTEMS IN OPERATION AND SUBMIT MINIMUM 4 COPIES OF BALANCING REPORTS TO THE OWNER /ARCHITECT. I I II ' -MI5 POINT OF CONNECTION. VERIFY EXACT LOCATION AT SITE. OFFSET NEW AIR PLENUM w - FJ_L,TER BANK A 670 ICFM 18X11;0 SIDEWA DIFFL'JSER WITH VOLUME DAMP (TYP I OF 6) I 1 36X30 SUPPLY BELOW NEW I MQUSlNG __ABV_____ . I T ORAGE RM ABOVE. SEE ENLARGE STORAGE RM PLAN ON THIS SHEET. EXISTING 18 "0 NOTE: DO NOT DIRECT AIRFLOW INTO FACE OF HOOD (TYPICAL) NOTE: LOCATE STATIC PRESSURE SENSORS PER MFG RECOMMENDATIONS AND INTERLOCK WTIH MAKE -UP AIR VFD. AIR BALANCE TO MAINTIAN A ±5% NEGATIVE AIRFLOW IN SPACE FOR EXHAUST AIRFLOWS VERSUS MAKEUP AIR FLOWS. (TYPICAL) pc. By Oat Fl 7' rc'vii W approval i3 51.ubycc to errors and omissions. . 0! construction documents does not authorize v violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: + Mechanical J ......._.. . � lectrrcat i DIVISION / City of Tukwila MTh DIN DIVISION REVISIONS N o changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal • and may include additional plan review fees. M -.RATE PEF?1.141T 1.?,EQUIRED FOR: . e I _ Electrical ~ lumb' Gas Piping City of Tukwila f1O3 • ktvitvVtU i✓OR CODE COMPLIANCE APPROVED DEC 11 2008 t17 Of Tukwila BUILDING DIVISION RE IVEI CITY O T1JKWLA DEC 0- 2008 PERMIT CENTER • W ° (..) we- LLI 0 (7) W � co J a � 4tt V 1-• � M Q a a � � REVISION OWNER APPROVAL STAMP PROJECT TEAM REVIEWED AVA DRAWN GRW SHEET TITLE I EXPIRES 8/1_0/ PRINCIPAL IN CHARGE GROUND FLOOR HVAC GENERAL NOTES, SCHEDULES AND LEGEND PROJECT NUMBER (of t) DATE DATE I SHEET NUMBER 28138 M 1 GAS FIRE MAKE -UP AIR UNIT SCHEDULE (INDIRECT FIRED) DESIGNATION: MAU -1 ZONE: CORRIDORS MANUFACTURER: REZNOR MODEL: RPBL -800 DISCHARGE: HORIZONTAL C.F.M.: 10000 E.S.P. (IN - H20): 2.08" FAN HP: 20 HP HEATING INPUT (MBH): 800 HEATING OUTPUT (MBH): 640 AFUE: 80% VOLTAGE: 480 PHASE: 30 OPERATING WEIGHT (LBS): 1245 REMARKS: (1 )(2)(3)(4)(5) (1) WITH STAINLESS STEEL HEAT EXCHANGER, DUCT FLANGE, 1" PERMANENT FILTER, INSULATED CABINET, ROOF CURB, REDUNDANT BACKUP GAS VALVE, INTERMITTENT SURFACE IGNITION, FLAME PROVING SWITCH. SET DISCHARGE TEMPERATURE TO 70'F. (2) UNIT SHALL HAVE AN AUTOMATIC SHUT —OFF O.S.A. DAMPER INTERLOCKED WITH FAN. (3) WITH REMOTE CONTROL CONSOLE PANEL WITH HEAT—VENT—COOL. (4) VERIFY VOLTAGE WITH ELECTRICAL. (5) WITH EXTERNAL VARIABLE FREQUENCY DRIVE ACCESSORY — INTERLOCK WITH STATIC PRESSURE SENSORS LOCATED IN LAB SPACE AIR PRESSURE DROP SCHEDULE DESIGNATION: MAU — 1 ZONE: LAB MANUFACTURER: R EZ NOR MODEL: RPBL - 800 DISCHARGE: HORIZONTAL C.F.M.: 10000 TOTAL STATIC PRESSURE - T.S.P. (IN -H20): +3.00" PERMANENT V AL FILTER: — 0.23" OUTSIDE AIR HOOD: — 0.62" OUTSIDE AIR DAMPER: — 0.07" TOTAL HVAC UNF1 EXTERNAL PRESSURE - E.S.P. (IN -H20): +2.08" MERV 15 FILTER BANK (FULLY LOADED - DIRTY): —1.50" NET AVAILABLE SYSTEM EXTERNAL PRESSURE - E.S.P. (IN-H20): +0.58" SUPPORT FILTR STORAGE ROO VIA ANGLE IRO ROD, ETC.) . rcwnsnr5.¢p.w. Date!, nritrt :rpu•€nvmi�eamw5a`ms�aau.*�wx4 -u.a •tw.�. ...� -.- RACK ASSEMBLY FROM / WALL STRUCTURE (I.E. // / UNISTRUT, ALL — THREAD / � / / / L \ it " NO SCALE rr rI IL I 1I I L —IL..J (-P r `7 ' --Li -4 fw 40X40 (ON ROOF) t X36 DN (ELBOW WITH TURNING VANES) AND TRANSITION TO 36X24 MERV 15 FILTER BANK (6 FILTERS IN RACK). pOORDINATE FILTER VEMOVAL CLEARANCES. J,IST NOTE; LOCATE OUTSIDE AIR INTAKE HOOD AS FAR AS FEASIBLE FROMEXISTING FAN(S) DISCHARGE MIN. 10 FT. OUTSIDE EDGE OF BUILDING ENLARGED STORAGE ROOM /ROOF PLAN EXISTING FANS AND DUCTWORK TO REMAIN ON ROOF (TYP) yo-eaaea..a�rt NOTE: EXHAUST FAN TERMINATIONS SHALL BE MIN. 10 FT FROM OSA INTAKES. (TYPICAL) OUTSIDE AIR HOOD ON ROOF MAKE UP AIR UNIT MOUNTED ON EXISTING ROOF CURB WITH ROOF CURB DAPTOR MOTORIZED DAMPER AND FILTER /R K INTERNALLY INSULATED (R8) .7 DUCTWORK ON ROOF (TYP) SEQUENCE OF OPERATION; 1, MAKEUP AIR UNIT OUTSIDE AIR DAMPER SHALL BE INTERLOCKED WITH THE FAN. FAN SHALL RUN TO MAINTAIN MAKEUP AIR TO LAB SPACE AS REQUIRED AND SHALL BE CONTROLLED BY A VARIABLE FREQUENCY DRIVE THAT SHALL MODULATE SUPPLY AIRFLOWS WITH THE EXHAUST SYSTEM VIA LAB SPACE STATIC PRESSURE SENSORS AND CONTROLLERS, 2. MAKEUP AIR UNIT SHALL MAINTAIN A DISCHARGE TEMPERATURE OF ±70'F (ADJUSTABLE VIA A DUCT STAT) VIA THE 100% FULL MODULATING GAS VALVE, 3. DURING HOURS OF NON-USE THE MAKEUP AIR UNIT AND EX FANS SHALL SHUT DOWN. THE OUTSIDE AIR DAMPER OF THE MAKEUP AIR UNIT SHALL CLOSE. 4. ROOM A/C HVAC UNIT SHALL OPERATE VIA A PROGRAMMABLE THERMOSTAT IN LAB SPACE. PROGRAM THERMOSTAT TO MAINTAIN ±70'F. J EXISTING LAMINAR FLOW SUPPLY DIFFUSERS GENERAL NOT 6) ALL 90 DEGREE TRUN 400 CFM 18X6 SIDEWALL DIFFUSER 1WITH ~. _,VOLUME DAMPER ) COMPLETE INSTALLATION OF THE MECHANICAL SYSTEM SHALL BE PER THE MOST CURRENT BUILDING, MECHANICAL, ENERGY, PLUMBING, FIRE AND HEALTH CODES AND REGULATIONS AS ADOPTED BY THE LOCAL JURISDICTIONS. ) MECHANICAL CONTRACTOR SHALL COORDINATE DIFFUSER LOCATIONS AND DUCT ROUTING CLEARANCES WITH THE STRUCTURAL, REFLECTED CEILING AND LIGHTING PLANS. ) CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE EQUIPMENT TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES, 4) ALL AIR DISTRIBUTION UTLETS SHALL HAVE VOLUME CONTROL DEVICES. 5) ALL VOLUME DAMPERS IN NON — ACCESSIBLE CEILINGS SHALL HAVE A CONTROL ARM EXTENDED TO AN ACCESSIBLE LOCATION ( "YOUNG" REGULATIONS OR EQUAL). EXACT LOCATION OF CONTROL DEVICES VISIBLE IN FINISHED SPACES SHALL BE COORDINATED WITH THE ARCHITECT. DUCT ELBOWS SHALL BE SMOOTH —ROUND OR SQUARE WITH TURNING VANES. 7) MECHANICAL CONTRACTOR SHALL LOCATE AND COORDINATE EXACT LOCATION OF PIPING AND DUCTWORK AND PENETRATIONS WIT THE STRUCTURE. ) ALL DUCTWORK, EQUIPMENT AND PIPING SHALL BE SEISMICALLY SUPPORTED PER SMACNA AND LOCAL REGULATIONS. ) ALL AIR FILTERS SHALL HAVE EFFICIENCY BASED ON THE ASHRAE STANDARD 52 -76 (ATMOSPHERIC DUST SPOT). 10) ALL MECHANICAL EQUIPMENT SHALL CONFORM TO SMACNA AND LOCAL REGULATIONS FOR SEISMIC RESTRAINT (INCLUDING PIPING AND DUCTWORK). 1 1) ALL EQUIPMENT AND ACCESSORIES IN CONCEALED SPACES REQUIRING ACCESS SHALL HAVE ACCESS DOORS. 12) TOTAL SYSTEM SHALL BE WARRANTED FOR ONE YEAR; STARTING FROM THE TIME OF OWNER /ENGINEER'S FINAL ACCEPTANCE. 13) HVAC NOTES: A) PROVIDE FLEXIBLE CONNECTION IN ALL DUCTS CONNECTING TO AIR MOVING EQUIPMENT AS CLOSE TO FAN AS ROSS BLE. FLEXIBLE CONNECTION SHALL CONSIST OF 6" OR MORE OF AIR TIGHT, FIREPROOF FLEXIBLE NEOPRENE COATED WOVEN FIBROUS GLASS MATERIAL. VENT FABRICS, INC. OR APPROVED EQUAL. ALL DUCTWORK SHALL BE SHEET METAL. SOUND LINE RECTANGULAR SUPPLY AND RETURN DUCTS WITHIN 10 FEET FROM THE UNIT OPENINGS. C) ALL SUPPLY AND RETURN FLEXIBLE DUCTS SHALL BE CONSTRUCTED OF DOUBLE LAMINATION OF POLYESTER ENCAPSULATED STEEL WIRE HELIX FOR INNER CORE HIGH DENSITY FIBERGLASS INSULATION AND yRAY POLYESTER FILM WITH SPIRAL REINFORCEMENTS EQUAL TO "ATCO -70 SERIES" (MIN. POS. PRESS. = 6" W.G., NEG. PRESS = 0.75" W.C.). D) PROVIDE LOCKABLE VOLUME DAMPERS IN ALL AIR DISTRIBUTION OUTLETS. E) DUCT HANGERS, SUPPORTS AND METHODS OF INSTALLATION SHALL CONFORM TO ASHRAE AND SMACNA RECOMMENDATIONS. F) DUCT SIZES SHOWN ON PLANS INDICATE INSIDE FREE AREA. POINT OF NEW CONNECTION VERIFY EXACT LOCATION T SITE. NEW 12 "0 DUCT BRANCH u • V EXISTING SIDEWALL DIFFUSERS 1 TO REMAIN. 750 CFM EACH rl (TYP OF 8) - - - - M i EXISTING 26 "0 ABV Li LAB SPACE TO `+; REMAIN Rr� ) J II S ORAGE�RM ABOVE. STORAGE RM PLAN T. NOTE: DO NOT DIRECT AIRFLOW INTO FACE OF HOOD (TYPICAL) RS GROUND FLOOR LEVEL - HVAC NORTH POINT OF CONNECTION. VERIFY EXACT LOCATION AT SITE. REVISION OWNER APPROVAL DATE PRINCIPAL IN CHARGE PROJECT TEAM REVIEWED AVA DRAWN GRW IUMES 8/10/09 SHEET TITLE GROUND FLOOR HVAC GENERAL NOTES, SCHEDULES AND LEGEND PROJECT NUMBER 28138 SHEET NUMBER M l (r 1) 14) THE CONTRACTOR SHALL NOT OPERATE THE EQUIPMENT FOR TEMPORARY HEATING OR VENTILATION DURING THE CONSTRUCTION. (ALL EQUIPMENT SHALL RUN FOR TESTING AND BALANCING PURPOSES ONLY). 15) ALL EQUIPMENT SUPPLIED FOR THESE SPECIFICATIONS SHALL BE FREE FROM DEFECTS IN MATERIAL, WORKMANSHIP, AND TITLE, AND SHALL BE OF THE KIND AND QUALITY DESCRIBED HEREIN. IF IT APPEARS WITHIN ONE YEAR FROM DATE OF FINAL ACCEPTANCE THAT EQUIPMENT DOES NOT MEET THE WARRANTIES ABOVE, THE CONTRACTOR SHALL IMMEDIATELY CORRECT ANY DEFECT AND SHALL RESTORE THE SYSTEM TO THE ORIGINAL SATISFACTORY CONDITIONS AT HIS EXPENSE. THE FOREGOING WARRANTY IS EXCLUSIVE AND IN LIEU OF OTHER WARRANTIES, WHETHER WRITTEN, ORAL, IMPLIED OR STATUTORY. NO WARRANTY OF MERCHANT ABILITY OF FITNESS FOR PURPOSE SHALL APPLY. (THE WARRANTY SHALL START FROM THE TIME OF ARCHITECT /ENGINEER'S FINAL ACCEPTANCE.) 16) ENTIRE INSTALLATION OF ALL EQUIPMENT, CONTROL, PIPING, DUCTWORK AND RELATED ACCESSORIES SHALL BE PER BASIC OWNERS' STANDARDS. MECHANICAL CONTRACTOR IS TO FAMILIARIZE HIMSELF WITH THESE STANDARDS. 17) MECHANICAL CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE ROUTING AND INSTALLATION FEASIBILITY OF ALL EQUIPMENT, PIPING AND DUCTWORK PRIOR TO SUBMITTING HIS BID AND INCLUDE IN HIS BID ADDITIONAL PIPING, DUCTWORK, FITTINGS, OFFSETS, ETC. WHICH MIGHT BE REQUIRED FOR A COMPLETE SYSTEM READY FOR OWNER'S BENEFICIAL USE. 18) COORDINATE THE CONSTRUCTION SCHEDULE WITH THE OWNER AND PERFORM ALL REQUIRED WORK IN STRICT ACCORDANCE WITH THE OWNER'S SCHEDULE, 19) MECHANICAL CONTRACTOR SHALL PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND CERTIFICATES REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. 20) ADJUST ALL EQUIPMENT AND PERFORM A COMPLETE AIR — BALANCING AND PUT ALL MECHANICAL SYSTEMS IN OPERATION AND SUBMIT MINIMUM 4 COPIES OF BALANCING REPORTS TO THE OWNER /ARCHITECT. OFFSET NEW 36X30 SUPPLY AIR PLENUM BELOW NEW Jl ZEE BAN ELELQU.SING.WAByW.. • - A I 670 CFM 18X SIDEWA DIFFUSER WITH - - VOLU ME DAMP (TYII I OF 6) I I If G) ALL DUCTWORK SHALL BE CLASS 1 AIR DUCT AS APPROVED BY U.L. -181. H) DUCTS — SHEET METAL DUCTS SHALL BE INSULATED WITH THE INSULATION AND THICKNESSES AS SHOWN HEREIN (REDUCE THE INSULATION THICKNESS BY THERMAL VALUE OF SOUND LINING). 1 F BALAN I TO BE �s 1. SUPPLY AIR DUCTS IN HEATED SPACE; NO INSULATION REQUIRED IF SOUNDLINED, OTHERWISE 1" THICK K = 0.23 © 75 DEGREES F. 2. SUPPLY AIR DUCTS IN NON— HEATED SPACE; APPROXIMATELY 3" THICK K =0.23 © 75 DEGREES F., TO PROVIDE A MINIMUM THERMAL RESISTANCE VALUE OF MINIMUM R -8. 3. SUPPLY AIR DUCTS OUTSIDE OF BUILDING SAME AS CONDITIONED SPACE EXCEPT WITH WEATHERPROOF BARRIER. 4. RETURN AIR DUCTS; SHALL HAVE SAME INSULATION AS THE SUPPLY AIR DUCTS. 5, EXHAUST AIR DUCTS; NO INSULATION REQUIRED. SEE ENLARGE ON THIS SH EXISTING 18"0 NOTE: LOCATE STATIC PRESSURE SENSORS PER MFG RECOMMENDATIONS AND INTERLOCK WTIH MAKE —UP AIR VFD. AIR BALANCE TO MAINTIAN A ±5% NEGATIVE AIRFLOW IN SPACE FOR EXHAUST AIRFLOWS VERSUS MAKEUP AIR FLOWS. (TYPICAL) REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. FIL;. COPY permit Wo. Pine rLv{GW c+ prov tl b culled to CTIVT3 icpnc Cl craratrection GOC imCf`3 GCC the CJV adopted cod CT or c: .11 -,, 0' Lpprov Field Copy; lid conditiono 1.3 ; 5"tG 3:c.:sy REV1 City c? n ukwila cu : I ;O DIVISION StONN01 � hOB 278 i-uK CODE COM ' ,:: SCE APPR )V JAN 2 3 003 RECEIVED JAN 15 2009 PERMIT CENTER Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE. Bellevue, Wa. 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Mail: cservice @abossein.com www.abossein.conn