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HomeMy WebLinkAboutPermit M03-139 - RREEF MANAGEMENT - VACANT SPACERREEF — VACANT SPACE 1130 INDUSTRY DRIVE M03 -139 z • W re 2. 6 UO CO NW U)u Wo • —o w z� o z W U 0, H; I Vi - O- : 111 o H O. Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z Parcel No.: 2523049071 Permit Number: M03 -139 i _ - w Address: 1130 INDUSTRY DR TUKW Issue Date: 09/05/2003 ce N Suite No: Permit Expires On: 03/03/2004 6 m 0 N 0 Tenant: w = N ame: RREEF n u_ Address: 1130 INDUSTRY DR, TUKWILA WA w O Owner: ga 5 Name: CALWEST INDUSTRIAL PROP Phone: LL. d Address: C/O DELOITTE & TOUCHE LLP, 2235 FARADAY AVE #0 Ili Contact Person: ? F ' Name: TOM REDDY Phone: 206 361 -0071 Z g Address: P.O. BOX 33370, SEATTLE, WA w = o U Contractor: O N Name: PRO STAFF MECHANICAL INC Phone: 206 - 361 -0071 o t—, Address: PO BOX 33370, SEATTLE WA = W Contractor License No: PROSTMI072NG Expiration Date:06 /30/2004 I O. .z DESCRIPTION OF WORK: H INSTALLING ONE NEW 4 -TON GAS /ELECTRIC A/C UNIT INCLUDING DUCT DISTRIBUTION O '- SYSTEM AND ASSOCIATED GAS PIPING Z . Value of Construction: $5,200.00 Fees Collected: $59.81 Type of Fire Protection: N/A Uniform Mechnical Code Edition: 1997 Permit Center Authorized Signature: doc: Mech MECHANICAL PERMIT l I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this mechanical permit. Signature: Date: 0-3 Print Name: mow` 9 a 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. M03 -139 Date: r -s 3 Printed: 09 -05 -2003 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2523049071 Address: 1130 INDUSTRY DR TUKW Suite No: Tenant: RREEF PERMIT CONDITIONS Permit Number: M03 -139 Status: ISSUED Applied Date: 08/29/2003 Issue Date: 09/05/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4722). 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835- 1111). 5: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 6: Readily accessible access to roof mounted equipment is required. 7: Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 8: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 9: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 10: Manufacturers installation instructions required on site for the building inspectors review. 11: Ventilation is required for all new rooms and spaces of new or existing buildings in conformance with the Uniform Building Code and the Washington State Ventilation and Indoor Quality Code, Chapter 51 -13 WAC. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: doc: Conditions M03 -139 Date: /1., Printed: 09 -05 -2003 CITY OF TUKWIL4 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** Site Address: 113o 1- 4 dwsh.7 V✓t Ve Btof 38 Tenant Name: V4 Ck" Property Owners Name: AA-C irf Mailing Address: 6 3 I S' f✓L'i.�►ile :CONTACT PERS Name: 7 rv1 d d 1 Mailing Address: P o 13% 337 70 131vd G E -Mail Address: +6 *vi fro ' 1 'Aet tt`� Ate. citame Cal , Co et., Company Name: Mailing Address: Company Name: Mailing Address: Contact Person: E -Mail Address: Company Name: Mailing Address: \applieationstpermit application (3.2003) 3/7003 Page I King Co Assessor's Tax No.: 25 30 4 — 7 D7 _ o c Suite Number: 1( 3 City Day Telephone: - / 3 6 I --10 o 7 fe4/G` G-1 V/33 City State Zip Fax Number: I CZ. 0 3 ( 0 $ e! GENERAL CONTRA CTOR1NE.ORMATI ...,.�:�� <;, ,. .`d <i•:t;a:.`G�:. Y,wt, ww'�}`.j`-F �k'�rR ;'. •�''. .`"Y'�" ..... .',��:. Cit Telephone: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Fax Number: Ciy / Day Telephone: Fax Number: New Tenant: .... Yes 5:3 P4 State State State City Contact Person: Day Telephone: E -Mail Address: Fax Number: State Floor: 9k) 8 Zip Zip Zip Zip BUILDING. PERMIT INFORM.! TION 4 :206431 =367 .F ?•:'- :.t'. ',.2 ; 4r�y ,.i zas' •E _ :-.i l�ibii::,L...,�.�. � .'1„ Will there be new rack storage? 0 ..Yes 0.. No lapplieation,tpermit application (3.2003) 3/2003 Page 2 If "yes ", see Handout No. Valuation of Project (contractor's bid price): S' Existing Building Valuation: $ Scope of Work (please provide detailed information): for requirements. .Provide :All Building Areas. in Square Footage'Below '. 2 "°:Floor. 3tO Floor•: Floors Basement Accessory Structure!.; Attached Garage Detached Garage: Attached Carport Detached .0 oit';: Covered Deck Uncovered.Deck AdditionIo Existing Structure' of: .' .Construction per UBC Type : of Occupancy per' PLANNING DIVISION: Single- family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 ....Yes 0 ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: D.. Sprinklers ..Automatic Fire Alarm El _None . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ .. Yes ❑ .. No If "yes". attach list of materials and storage locations on a separate 8 -1/2 x I1 paper indicating quantities and Material Safety Data Sheets. .r .::n..,,_.�,.t. d::o :c .%. sti:e.•. .-.a t.::. ,. r+ .t,'1_,,,:,:• - ‘P.UBLIC W.ORKS'PERMIT.INFOPMATIO.P ;: Scope of Work (please provide detailed information): Water District ❑ ...Tukwila 0... Water District #125 ❑ ... Water Availability Provided Sewer District ❑ ...Tukwila Q... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department Submitted with Application (mark boxes which apply): ❑...Civil Plans (Maximum Paper Size -22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance 0 ...Construction /Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public _ ❑...Water Main Extension Public lappticatiom\permit application (3.2003) 3/2003 Please refer, to Public Works Bulletin #1 for fees and estimate sheet. cubic yards cubic yards ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line If If Call before you Dig: 1- 800 - 424 -5555 11 WO# WO# WO# Private Private ❑ .. Highline ❑ ...Renton ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line ❑...Water ❑...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip Page 3 W re U 0 . CO ILI Ill H NW W gQ to � _ � W Z � 1 0 Z I- uj U O N 0 I— W W H I. O Z W O~ Z Unit Type: ..., :Qty-: Unit Type :. = . Qty Unit Type: _ .: Qty: ., Boiler /Compressor: :... Qty :. Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind MECHAMCAL 'P,ERMIT<INFORMATION 206=431 =3670 MECHANICAL CONTRACTOR INFORMATION e «p - s - 1 1 -p fb, (r( .-N / G Company Name: Mailing Address: t. r' PD L7. 333 7 o SE' 't(4 ("4 3 n 4 ef d City State Zip Contact Person: � (- Day Telephone: Cf 341-c. o 7 E -Mail Address: * Ap r " P'"� - J> e /1 e c 01- co 1--7 Fax Number: (2 h) 3 6 1 0 Le Contractor Registration Number: r of T *- 072- A Expiration Date: 6 -3o - o ` * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ 22 0 - s:11 Scope of Work (please provide detailed information): C I� fie V •-• c�' s /e tech-1c. 4( c .1 i 'f- r4 G fad d �h y . 44 G(' Oil dx (t fi avj 7+l I /10 , Use: Residential: New ....ID Replacement .... 0 Commercial: New ....Zk Replacement .... Fuel Type: Electric El Gas...' Other: Indicate type of mechanical work being installed and the quantity below: :PERMIT APPLTCATIONNOTES .Applicable to;all:permi Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. 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 OWN OR AUTHORIZED AGENT: Signature: Print Name: To wt fret n Mailing Address: _SA*u &j a6cstie. %applications\pennit application (3.2003) mi • Paee 4 City Date: F 4'7 ° 3 Day Telephone:-°) 3C ( — p o 7 / State Zip I Date Application Accepted: i Date Application Expires: - / 0e-/ Staff Initials: i .».. City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2523049071 Address: 1130 INDUSTRY DR TUKW Suite No: Applicant: RREEF Receipt No.: R03 -01090 Initials: SKS User ID: 1165 Payee: PRO STAFF MECHANICAL TRANSACTION LIST: Type Method Description Payment Check 7645 ACCOUNT ITEM LIST: Description MECHANICAL - NONRES PLAN CHECK - NONRES RECEIPT Account Code Current Pmts 000/322.100 47.85 000/345.830 11.96 doc; Receipt Printed: 09 -05 -2003 z Z • Permit Number: M03 -139 6 o Status: APPROVED co 0 Applied Date: 08/29/2003 co i Issue Date: _ii._ w 2 Payment Amount: 59.81 E - d Payment Date: 09/05/2003 01:09 PM H w Balance: $0.00 z ~ F— O Z IF uj D o O N 0 H. = U . I— r — Amount IL ~O 59.81 111 D O 1- z Total: 59.81 2307 09./05 9716 TOTAL 167.7 Project/) 1 Type of Inspe tion: MOP • e :� J 2}lidtg/ 02, Date Calted• / 1/9/(1 r A p cial Instructions: i /3° 6 i (A- ' 6. ' . O - NI Date Wanted: /' 6/03 (. 4 P.m. Requester: . q T Y-7" " Phone No INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20•)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: P vw i - 4 - \ OVi^ Inspector: Date: 1 k 1 0 V � $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO.. CITY, OF TUKWILA BUILDING DIVISION , 6300 Southcenter Blvd., #100, Tukwila, WA 98188 project: Add ess:, ; t .:. 1nC'l64r Special Instructions: Type ofl ctio 4- � f1 CDV Date Called: I 10C. Date Wanted: ■ - 10-03 p:m Requester: Phone No: pproved per applicable codes. El Corrections required prior to approval. COMMENTS: Date: '$47.00REINSPECTION FEE REQUIRED. Prior to inspection, fee must be J Southcenter Blvd., Suite 100. CaII to schedule reinspection. Prpject: ! <– Type of Inspection: , i -- -,u ,,w s` vK ID Address: - A 1 1 n L-r a '' �'vI 0, Date Called J ) SpeCia�l Instructions: .../ Date Wanted: 0:Ill,: I/oz.?, Requester: Ph ne No: (2 OW G ). ? l — "-S"--) r I Approved per applicable codes. INSPECTION RECORD ,, Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Corrections required prior to approval. COMMENTS: •0 3 TO . r t.J ? /L,1 • Inspect° . Date: 7. 0 REINSPECTION FE REQUIRED. Prior t fee must be at 6300 Southcenter Blvd., Suite 100. Call o schedule reinspection. 'Receipt No.: Date: File: M03 -0139 35mm Drawing #1 -2 C4 w. 6 U O' CO W _: H W O, aj Cy Xi Z�; F-0. Z ul UO LI w W' O' ujZ 0 H Z • num" 3 "6 Packaged Gas/Electric Rooftop Units PrecedentTM 3 - 10Tons 60 Hz I understand that the Plan Check approvals are orrorF, n d ornisEions and approval of . • r nv October 2001 FILE COPY RECEIVED CITY OF TIJKWII A AUG 2 9 2003 PERMIT CEN FE 13 0 - RTPRC006-W i403-13Y Table GD-1 - General Data 12 (3 4Tons) General Data Standard Efficiency 3 -Ton Convertible Units 4 -Ton Convertible Units YSCO36A1 YSCO36A3, A4, AW YSCO(48A1 YSC048A3, A4, AW Cooling Performance' Gross Cooling Capacity 37,400 37,400 5 ,300 49,200 SEER' 10.5 10.7 10.0 10.0 Nominal CFM /ARI Rated CFM 1,200/1,200 1,200/1,200 1, 00/1,600 1,600/1,600 ARI Net Cooling Capacity 36,000 36,000 48,000 47,000 System Power (KW) 3.91 3.79 5.28 5.40 Heating Performance' Heating Models Low Medium High Low Medium High Low edium High L w ediu High Heating Input (Btu) 60,000 80,000 120,000 60,000 80,000 120,000 60,000 80,000 120,000 60, )00 80,000 20 000 Heating Output (Btu) 47,000 63,000 95,000 48,000 64,000 96,000 47,000 63,000 95,000 48, )00 64,000 96, 100 AFUE °o° 80 80 80 81 81 81 80 80 80 El 81 Fl Steady State Efficiency ( %) 80 80 80 81 81 81 80 80 80 SI 81 E 1 No. Burners 2 2 3 2 2 3 2 2 3 2 3 No. Stages 1 1 1 1 1 1 1 1 1 1 I Gas Connection Pipe Size (in.) 1/2 1/2 1/2 1/2 1/2 1/2 1/2 /2 1/2 1,2 ` 1/2// 1/2 Compressor No/Type 1 /Climatuff® Hermetic 1 /Climatuff Hermetic 1 /Clime ff Scroll 1 /Climatuff Scroll Outdoor Sound Rating (dB) 84 84 3 83 Outdoor Coil -Type Lanced Lanced La ced Lanced Tube Size (in.) OD 0.3125 0.3125 0.3 25 0.3125 Face Area (sq ft) 7.19 7.19 6. 7 9.59 Rows/FPI 2/17 2/17 7 1/17 Indoor Coil -Type Lanced Lanced La ced Lanced Tube Size (in.) 0.3125 0.3125 0. 125 .3125 Face Area (sq ft) 5.67 5.67 68 6.17 Rows/FPI 2/16 2/16 /16 3/16 Refrigerant Control Short Orifice Short Orifice Sho Orifice Short Orifice Drain Connection No/Size (in.) 1/ NPT 1/3/4 NPT 1/ 5 NPT 1/ NPT Outdoor Fan -Type Propeller Propeller Pr peller Propeller No. Used/Diameter (In.) 1/22 1/22 1/22 1/22 DriveType/No. Speeds Direct/1 Direct/1 recU1 Direct/1 CFM 2,550 2,550 ,850 3,610 No. Motors/HP 1/0.20 1/0.20 /0.33 1/0.33 Motor RPM 1,075 1,075 075 1,075 Direct Drive Indoor Fan -Type FC Centrifugal FC Centrifugal FC C ntrifugal FC Centrifugal No. Used/Diameter (in.) 1/10 x 10 1/10 x 10 1/ 1 x 11 1/11 x 11 DriveType/No. Speeds Direct/2 Direct/2 D ect/2 Direct/2 No. Motors 1 1 1 1 Motor HP (Standard/Oversized) 0.33/0.50 0.33/0.50 0. /0.80 0.60/0.80 Motor RPM (Standard/Oversized) 950/1,100' 930/1,100' 1,00 /1,100 1,000/1,100 Motor Frame Size (Standard/Oversized) 48/48 48/48 4 48 48/48 Belt Drive Indoor Fan -Type - FC Centrifugal No. Used/Diameter (In.) - 1/11 x 11 (- 1/11 x 11 DriveType/No. Speeds - BelWariable Sheave No. Motors - 1 - 1 Motor HP (Standard/Oversized) 1.00/- - 1.00/ - Motor RPM (Standard/Oversized) - 1,750/- - 1,750/ - Motor Frame Size (Standard/Oversized) - 56/- - 56/-- Filters -Type Throwaway Throwaway Th owaway Throwaway Furnished? Yes Yes Yes Yes (No.) Size Recommended (2) 20 x 25 x 1 (2) 20 x 25 x1 (2) 0 x 25 x 1° (2) 20 x 25 x 1° Refrigerant Charge (Lbs of R-22) 3,8 3.8 4.4 3.8 NOTES: ' 1. Cooling Performance Is rated at 95 F ambient, 80 F entering dry bulb, 67 F entering wet bulb. Gross capacity does not include the effect of fan motor heat. ARI capacity is net and includes the effect of fan motor heat. Units are suitable for operation to t20% of nominal cfm. Units are certified in accordance with the Unitary Air - Conditioner Equipment certification program, which is based on ARI Standard 210/240. ''- 2. EER and /or SEER are rated at ARI conditions and in accordance with DOE test procedures. 3. Integrated Part Load Value is rated in accordance with ARI Standard 210/240 or 360. Units are rated at 80° F ambient, 80° F entering dry bulb, and 67° F entering wet bulb at ARI rated cfm. 4. Heating Performance limit settings and rating data were established and approved under laboratory test conditions using American National Standards Institute standards. Ratings shown are for elevations up to 2000 feet. For elevations above 2000 feet, ratings should be reduced at the rate of 4% for each 1000 feet above sea level. 5. AFUE•is rated In accordance with DOE lest procedures. 6. Outdoor Sound Rating shown Is tested In accordance with ARI Standard 270. For additional Information refer to Table PD.85, 7. Refrigerant charge Is an approximate value. For a more precise value, see unit nameplate and service instructions. 8. 20 x 25 litter on medium and low heat models. 20 x 30 filter on high heal models 9. Motor RPM shown Is low speed. High speed RPM is 1,060/1,145. RTPRC006 -EN Z < Z ffi rt e 0 0 N o fn LL W O u. ? N 0 = W LU W U co O co 0 h- W W V O : .. Z Z A, All dimensions are in inches /millimeters. 3,C>nd 5 Ton Standard Efficiency — Low and Medium Heat 3 and 4 Ton High Efficiency — Low and Medium Heat RTPRC006 -EN EVAPORATOR SECTION ACCESS PANEL ALTERNATE CONDENSATE DRAIN CONNECTION 3/4.14 NPT DIA. HOLE 3, 4, and 5 Ton.Stan • arc/ Efficiency —High Heat 3 and 4Ton High E i • 'ency — High Heat 5Ton — High Efficien — Low, Medium, and High Heat EVAPORATOR SECTION ACCESS PANEL :ALTERNATE CONDENSATE DRAIN CONNECTION 3/4.14 NPT DIA. HOLE Dimensional Data 41/4' 108 MM 23 9/16' 598 MM 697/8 421/4• 1749 MM 1073 MM 1/2 NPT GAS CONNECTION 4 1/4' 108 MM 239/16' 598 61M 697/8 421/4' 1749 MM 1073 MM 1/2 NPT GAS CONNECTION 9 5/8' 244 MM CONTROL AND COMPRESSOR • ACCESS PANEL .44 rl' 108MM• 5 9/16' 141 MM 5 5/8' 143 MM 9 5/8' 244 MM 5 5/8' 143 MM CONTROL AND COMPRESSOR ACCESS PANEL (3- 5Tons) TOP PANEL 4 1/4 108MM• 5 9/16' 141 MM 75/8' 194 44 1 /4' 1124 MM TOP PANEL 75/8' 194 MM 44 1/4' 1124 MM TRANE CONDENSER FAN 32 /4' 819 MM CONDENSER FA CONDENSER COIL UNIT CONTROL WIRE 7/8' (22MM) DIA. HOLE SERVICE GAUGE PORT ACCESS 1 3/8' (35MM) DIA. HOLE UNIT POWER WIRE 1 3/32' (28MM) DIA. HOLE 36 /4' 921 MM CONDENSER COIL UNIT CONTROL WIRE 7/8' (22MM) DIA. HOLE SERVICE GAUGE PORT ACCESS ' 35MM) DIA. HOLE UNIT POWER WIR 1 3/32' (28MM) DIA. HO E 71 All dimensions are in inches. 3 -5Tons - DownflowAirflow Supply and Return; Through the Base Utilities 3 -5Tons — Horizontal Airflow • y and Return 3 -5Tons — Unit Clearance and Roof Opening 72 Dimensional Data 24' (110MM CLEARANCE 37' (940 MM) 663116' 40• (1732 MM) (1018 MM) CLEARANCE 4W (1219 MM) RETURN TBU CONOEN 2312 597 MM 359MM . ` 23SMM � 3B MM 3 - 5Tons} O(1((Ql(I i r, )1) 4 19 457MM SUPPLY I. - 27 9116• ATE 701 MM -7 4Ta 1 852• 116MM1 / 311116' 195 MM 94 MM THROUGH THE THROUGH 51116 BASE GAS THE BASE 128 M! ELECTRICAL 3/4.14 NPT CONDENSATE DRAIN TYPICAL ROOF OPENING • 24 124 916 253 MM 17114• 87/8 438MM 5MM 13 1/4' 337MM 3 3116' 81M CLEARANCE HORIZONTAL FLOW -18' (457 MM) DOWNFLOW 36' (914 MM) 37 (940 MM) 44 2' ( 1130 1 MMINE - r CLEARANCE 3W (914 MM) RT- PRC006 -EN All dimensions are in inches/millimeters. 3-5Tons— Roof Curb RT-PRC006-EN 3-5 Tons ;— Downflow Duct Connections — • Field Fabricated • - Dimensional Data 14' 356 MM 14" 356 MM 37 7/16' 951 MM 653/4" 1670 MM 4,14 1/16' I (357 MM) 24 3/8' (619 MM) 1 3/4' 45 MM (3 5Tons) MANE' 65 3/16' 1656 MM 61 3/4' 1568 MM 16 3/4' 425 MM 40 3/4' 1034 MM 41 7/16' 1052 MM ALL FLANGES 1 1/4' (32 MM) 73 .. Table W1— Maximum Unit And Corner Weights (Lbs)And Center Of Gravity Dimensions (in.) Unit Maximum Weights (lbs) Corner Weights (Lbs)1 Center of Gravity (In.) Tons Model No, Shipping Net A B C D Length Width 3 YSCO36A 534 480 151 124 96 109 32 19 YHCO36A 551 4 158 128 101 110 32 19 4 YSC048A 559 159 130 108 109 33 19 YHC048A 593 166 133 114 126 32 20 5 YSC060A 576 522 169 134 105 114 32 18 YHC060A 628 574 179 140 119 136 32 20 6 YSC072A3 *H 822 735 249 193 132 161 39 21 YHC072A3 *H 859 772 249 198 141 184 39 22 YSC090A3 *H 907 820 273 208 146 193 38 22 7 YSC092A3*H 909 822 277 222 147 175 40 21 YHC092A3 *H 1010 923 306 243 165 210 39 22 81/2 YSC102A3 *H 986 , 899 297 243 165 194 40 21 YHC102A3 "H 1044 957 310 252 175 220 40 22 10 YSC120A3 "H 1074 987 325 265 183 213 40 21 YHC120A3 *H 1147 1060 342 277 197 245 40 22 NOTE: 1. Corner weights are given for Information only. 2. Weights are approximate. S t7 GIIRi RT-PRC006 -EN 2 L. 10 Weights CENTER OF GRAVITY LENGTH —a- t CENTER OF GRAVITY WIDTH 0 CENTER OF GRAVITY Table W2 — Factory- installed Options Net Weights (Lbs)' 2 Net Weight 3 -5 Tons 6- 10Tons 26 36 Accessory Economizer SANE Barometric Relief 7 10 Powered Exhaust — 80 Motorized Outside Air Damper 20 30 Manual Outside Air Damper 16 26 Roof Curb 70 115 Oversized Motor 5 8 Belt Drive Motor 31 — Smoke Detector, Return 7 7 Smoke Detector, Supply 5 5 Coil Guards 12 20 Hinged Doors 10 12 Powered Convenience Outlet 38 38 Through the Base Electrical 8 13 Through the Base Gas 5 5 Unit Mounted Circuit Breaker 5 5 Unit Mounted Disconnect 5 5 Novar Control 8 8 NOTES: 1.WeIghts for options not listed are >5 lbs. 2.Net weight should be added to unit weight when ordering factory - installed accessories. Q 00 N � W = U W q � LL = , 21 0 _, ? F'. Z O ui • o o O — O H =U F 11.0 • Z U N 0 Z Structural Calculations for New A/C Units @ Building #38 1128 Industry Drive Tukwila, Washington COPY a PrO�ats aro Plan check d approval al ghat t11e ;is' °n� � " ,;� cf. any 4 /i \alklo errors y ncl or: o.. ",a :.tic ^ . cyan l I cows 12 -9- 7 4`4)4- Prepared for: PRO -Staff Mechanical Inc. (911T-2316) By D.S. Engineering (Job: 3500) 3121 - 147` Place SE Mill Creek, WA 98012 T: 425- 338 -4776 F: 425- 337 -7140 RECEIVED CITY OF AUG 2 4 ?tiuj PEfiUU �: v•„es filO 3'13 dsc.Q. ;GQT61) • / 04+ :rif.0139-: 0,41. (!) _ 12-p" k.t26t- II INDgiiLfm, Tukwitik itcoe 1 z Lu 6 = _1 0 (0 0 CO W W I u_ w 0 2 g -71 u_ < co I a = Z 0 Z I- WUJ 0 - a 1— u. 6 . z w 0 = - 1- 1 _ 0 6gle. 1 I VAIL( f To Ii Ii 1 — 721 i I . t44 , * -- 00N,43_ 4/1462e 1 - - • Cio 6t-ie. (vit ‘ , Ic a. I p) " I , i 1 ) 441- I 1 lip *4. csq (- 0.-- i e-c. ix-- f l i ,1 I I i 1 1 L dsc.Q. ;GQT61) • / 04+ :rif.0139-: 0,41. (!) _ 12-p" k.t26t- II INDgiiLfm, Tukwitik itcoe 1 z Lu 6 = _1 0 (0 0 CO W W I u_ w 0 2 g -71 u_ < co I a = Z 0 Z I- WUJ 0 - a 1— u. 6 . z w 0 = - 1- 1 _ 0 WM" 'Lou 4 t_ cr To 41e14614 6lor) Ca* *-14e1,44 c�) LAT) To 4 4 1421-id z W C 6 U U W = ' 1 LL ; W Q , _. z �. o w ~ ' U U, 'O 0 W W ` S H U P U N : i= ce: z Load Table : Existing Roof: Berkley System Roofing 2.2 psf Roof Sheathing (1/2" Plywood) 1.5 psf Insulation 0.5 psf Sub - purlin (2x4 @ 24" oc) 0.7 psf Mech. /Elec. /Misc. 1.6 psf Sub - Purlin: Dead Load: 6.5 psf Live Load(Snow): 25.0 psf Lateral Analysis: - -- - - I (4% : Model: WT. = SOS# YSC048A Seismic Design; F, _ ((a, C, I, ) /R,)x(1 +3h1h,) W = 1.2 W, From: a, = 2.5 C, = 0.36 R,, = 3.0 I, =1.0 h, = h, W,, 610.00 lb. Mech Unit: W = D= H= Weight = F /1.4 = 523 lb. Check Overturning : T1 = C1 = (Fp /1.4) *{(H + 14)/ 2} / W = T2 = C2 = (Fp /1.4) * {(H + 14)/ 2} / D = Res = .85x(Unit Weight /2) = Design for Wind: Wind Load = (C,)(C = 14.3 psf From: C, = 0.67 C = 1.30 Q. = 16.4 I = 1.0 69.875 in. 44.250 in. 32.25 in. Provide 14" max. height member under Mech. Unit 610.00 lb.( Unit Weight + Misc) W /W' +Z /Z'= 0.93 <1.00 O. from W: 7 lb.(= 14 / 2 Lag Bolt) W': 300 lb. Z: 131 lb.(= 523 / 4 Lag Bolt) Z': 144 lb. F Total = Check Overturning : T1 = C1 = [Wind Load *W * {(H +14) ^2 /2 }] /D = T2 = C2 = [Wind Load *D * {(H +14) ^2 /2 }1/W = Res = (2 /3)x(Unit Weight /2) = :Exposure "B ": Height: less than 20 ft. above ground :Primary Frames Systems: Mothod 2 :80 mph 321 lb. < - - -- Critical Direction > : Provide (1) -1/4" Dia.(3" long) Lag Screws at each corner Use Total (4) -1/4" Dia. (3" Long) Lag Screws Min.(Btwn Curb to Roof Member) W /W' +Z /Z'= 0.56 <1.00 O. from W: 0 lb. W': 300 lb. Z: 80 lb.(= 321 / 4 Lag Bolt) Z': 144 lb. 173 lb. 273 lb. 259 lb. - - -> No Uplift 168 lb. 67 lb. 203 lb. - - -> No Uplift z w 6 J 0O co Q w U u. w0 2 u. 92 a 1— w Z �. ZO D D U O N 0 1— u j L I O w z 0 O Z I I Lateral Analysis: C-2.-1;1,1 : Model: WT. = 314# YCCO24F 1 LOB Seismic Design: F. = ((a. C I. ) /R.)x(1 +3h /h,) W. = 1.2 W. From: a, =2.5 C, =0.36 R, =3.0 I. = 1.0 h = h, W. 400.00 lb. Mech Unit: W = D= H= Weight = F /1.4 = 343 lb. Check Overturning : T1 = C1 = (Fp /1.4) * {(H + 14)/ 2} / W = T2 = C2 = (Fp /1.4) * {(H + 14)/ 2} / D = Res = .85x(Unit Weight /2) = W /W' +Z /Z'= 0.63 <1.00 O. from W: 8.5 Ib.(= 17 / 2 Lag W': 300 lb. Z: 87 Ib.(= 343 / 4 Lag) Z': 144 lb. Design for Wind: Wind Load = (C = 14.3 psf From: C = 0.67 C. = 1.30 Q = 16.4 = 1.0 55.250 in. 36.000 in. 25.25 in. Provide 14" max. height member under Mech. Unit 400.00 lb.( Unit Weight + Misc) FTotal = Check Overturning : T1 = C1 = [Wind Load *W * {(H +14) ^2 /2 }] /D = T2 = C2 = [Wind Load *D * {(H +14) ^2 /2 }] /W = Res = (2 /3)x(Unit Weight /2) = :Exposure "B ": Height: less than 20 ft. above ground :Primary Frames Systems: Mothod 2 :80 mph 215 lb. < - - -- Critical Direction : Provide (1) -1/4" Dia.(3" long) Lag Screws at each corner Use Total (4) -1/4" Dia. (3" Long) Lag Screws Min.(Btwn Curb to Roof Member) W /W' +Z /Z'= 0.39 <1.00 O. from W: 0 lb. W': 300 lb. Z: 56lb.( =215/4 Lag) Z': 144 lb. 122 lb. 187 lb. 170 lb. - - -> No Uplift 117 lb. 50 lb. 133 lb. - - -> No Uplift Th Rev: 560100 General Timber Beam I{I Description @ AC1 (Max: 610 #) 'General Information Section Name 2x6 Beam Width 1.500 in Beam Depth 5.500 In Member Type Sawn 'Deflections Load Dur. Factor 1.150 Beam End Fixity Pin -Pin LFull Len . th Uniform Loads Center Left Cantilever Right Cantilever {point Loads Dead Load Live Load ...distance L Summary 184.0 lbs lbs 3.000 ft Max Stress Ratio Maximum Moment Allowable Max, Positive Moment Max. Negative Moment Max @ Left Support Max © Right Support Max. M allow fb 1,200.32 psi Fb 1,504.34 psi DL DL Dk Center Span... Dead Load Deflection -0.107 in ...Location 3.570 ft ...Length /Deft 838.3 Camber ( using 1.6 * D.L. Defl) ... @ Center 0.161 in @ Left 0.000 in © Right 0.000 in t. lbs lbs 0.000 ft Span = 7.50ft, Beam Width = 1.500in x Depth = 5.5in, Ends are Pin -Pin 0.76 k -ft 0.00 k -ft Calculations are designed to 1997 NDS and 1997 UBC Requirements 13.00 #/ft LL #/ft LL #/ft LL 0.798 1 0.8 k -ft 0.9 k -ft at 3.000 ft at 0.000 ft 0.00 k -ft 0.00 k -ft 0.95 fv 57.87 psi Fv 109.25 psi Center Span 7.50 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir - Larch, No.2 Fb Base Allow 875.0 psi Fv Allow 95.0 psi Fc Allow 625.0 psi E 1,600.0 ksi lbs lbs 0.000 ft Total Load -0.214 in 3.660 ft 420.17 Reactions... Left DL Right DL lbs lbs 0.000 ft 0.16 k 0.12 k Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl lbs lbs 0.000 ft Maximum Shear * 1.5 Allowable Shear: 0.00 ft 0.00 ft 0.00 ft Repetitive Member lbs lbs 0.000 ft Beam Design OK 0.5 k 0.9 k @ Left 0.35 k @ Right 0.31 k Camber: © Left 0.000 in © Center 0.161 in @ Right 0.000 in Max 0.35 k Max 0.31 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 "VI lbs lbs 0.000 ft Rev: 560100 Description General Information Section Nam Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity @ AC2 (Max: 400 #) General Timber Beam Center Span 7.50 ft Lu 1.500 in Left Cantilever ft Lu 5.500 In Right Cantilever ft Lu Sawn Douglas Fir - Larch, No.2 Fb Base Allow 875.0 psi 1.150 Fv Allow 95.0 psi Pin -Pin Fc Allow 625.0 psi E 1,600.0 ksi LL LL LL 0.00 ft 0.00 ft 0.00 ft Repetitive Member Calculations are designed to 1997 NDS and 1997 UBC Requirements [Full Len Center Left Cantilever Right Cantilever [Point Loads Dead Load Live Load ...distance S ummary DL DL DL 125.01bs Ibs 4.500 ft 1 { Ibs/ Ibs Ibs 0.000 ft Span= 7.50ft, Beam Width = 1.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max © Left Support Max @ Right Support Max. M allow fb 1,031.80 psi Fb 1,504.34 psi Deflections Center Span... Deflection ...Location ...Length /Deft Camber ( using 1.5 * D. @ Center @ Left © Right 0.65 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 0.95 fv Fv Dead Load -0.082 in 3.900 ft 1,099.8 L.Def1 0.123 in 0.000 in 0.000 in 13.00 #/ft #/ft #/ft Ibs Ibs 0.000 ft Depth = 5.5in, 0.686 : 1 0.7 k -ft 0.9 k -ft at 4.500 ft at 0.000 ft 51.44 psi 109.25 psi Total Load -0.189 in 3.810 ft 476.91 Ends are Pin -Pin Reactions... Left DL Right DL Ibs ibs 0.000 ft 50.00 #/ft #/ft #/ft Maximum Shear Allowable Shear: Camber: 0.10 k 0.12 k Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Ibs Ibs 0.000 ft * 1.5 © Left @ Right © Left @ Center © Right Max Max Ibs lbs 0.000 ft Ibs Ibs 0.000 ft Beam Design OK 0.4 k 0.9 k 0.29 k 0.31 k 0.000 in 0.123 in 0.000 in 0.29 k 0.31 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 z _I- w re UO W NU W O . 2 g 1 to 3 H W Z O w 2 o uj V ON C3 I- T - LL Q ' t ii z U= O F ' z Rev: 560100 General Timber Beam r Description General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements I� Section Name 4x14 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Full Len, th Uniform Loads Center Left Cantilever Right Cantilever Point Loads- - Dead Load Live Load ...distance [Deflections Center Span... Deflection ...Location ...Length /Deft {Stress Cates Bending Analysis Ck 29.920 Cf 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Exist Purlin 20.0 Ibs lbs 5.500 ft Summary Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,293.84 psi Fb 1,322.50 psi Ac- I 15 ' Camber ( using 1.5 * D.L. Defl) ... @ Center 0.261 in @ Left 0.000 in © Right 0.000 in Le Rb 3.875 in 13.875 in Sawn 1.150 Pin -Pin 30.000pcf DL 52.00 #/ft DL #/ft DL c1 ® #/ft Dead Load -0.174 in 9.516 ft 1,343.5 Fv Allow Fc Allow E Ibs Ibs 0.000 ft Center Span 19.50 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir - Larch, No.1 & Better Fb Base Allow 1,150.0 psi LL LL LL Ibs lbs Span= 19.50ft, Beam Width = 3.875in x Depth = 13.875in, Ends are Pin -Pin 0.978 ; 1 13.4 k -ft 13.7 k -ft 13.41 k -ft at 0.00 k -ft at 0.00 k -ft 0.00 k -ft 13.70 fv 69.99 psi Fv 109.25 psi 0.000 ft 0.000 Max Moment 13.41 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 3.76 k 34.442 in2 109.25 psi 2.80 k 2.66 k 95.0 psi 625.0 psi 1,800.0 ksi 200.00 #/ft #/ft #/ft 0.00 ft 0.00 ft 0.00 ft I ►i i; �i O '- G : ( 11 +0 Ofit Ibs lbs lbs Ibs Ibs lbs Ibs lbs 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 9.438 ft 19.500 ft Total Load -0.593 in 9.672 ft 394.51 Reactions... Left DL Right DL Sxx 124.333 in3 CI 0.000 Sxx Req'd 121.64 in3 0.00 in3 0.00 in3 @ Right Support 3.55 k 32.527 in2 109.25 psi Maximum Shear Allowable Shear: 0.85 k 0.71 k Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Deft Bearing Length Req'd Bearing Length Req'd Camber: * 1.5 @ Left @ Right @ Left @ Center @ Right Max Max Area 53.766 in2 Allowable fb 1,322.50 psi 1,322.50 psi 1,322.50 psi 1.154 in 1.097 in Beam Design OK 3.8 k 5.9 k 2.80k 2.66 k 0.000 in 0261 in 0.000 in 2.80 k 2.66 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 5�� Rev: 560100 User: KW- 0605497, Ver 5.6.1, 25-Oct-2002 (c)1983 -2002 ENERCALC Engineering Software Description exist beam with new Mech Unit General Information Section Name 6x18 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Our. Factor Beam End Fixity Wood Density Point Loads Dead Load Live Load ...distance r Summary [Deflections Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,430.90 psi Fb 1,764.46 psi Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5 * D.L. Defi) ... @ Center 0.378 in @ Left 0.000 In @ Right 0.000 in [Stress Calcs Bending Analysis Ck 23.915 Le Cf 0.959 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction General Timber Beam 6/.. Page 1 . 4c- I 720.0 lbs 2,250.0 lbs 3.750 ft 720.0 lbs 2,250.0 lbs 11.750 ft i •kr 6A IS UuAm Ao- *a_ uutk 0.000 ft 5.500 in 17.500 in Sawn 1.150 Pin -Pin 30.000 pcf Span= 24.50ft, Beam Width = 5.500in x Depth = 17.5in, Ends are Pin -Pin 0.811 : 1 33.5 k -ft 41.3 k -ft 33.47 k -ft at 0.00 k -ft at 0.00 k -ft 0.00 k -ft 41.28 fv 77.34 psi Fv 97.75 psi Dead Load -0.252 In 12.250 ft 1,167.3 0.000 ft 0.000 Max Moment 33,47 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 7.44 k 76.150 In2 97.75 psi 11.760 ft Total Load -0.872 in 12.250 ft 337.18 0.000 ft Calculations are designed to 1997 NDS and 1997 UBC Requirements Center Span 24.50 ft Lu Left Cantilever ft Lu Right Cantilever ft Douglas Fir - Larch, Select structural Fb Base Allow 1,600.0 p Fv Allow 85.0 p Fc Allow 625.0 p E 1,600.0 ksi 1 0, 6 117 720.0 lbs 90.0 lbs 2,250.0 lbs lbs 19.250 ft 11.750 ft Reactions... Left DL Right DL lbs lbs 0.000 ft Maximum Shear * 1.5 Allowable Shear: Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl 4.99 k Bearing Length Req'd 1.452 in 4.50 k Bearing Length Req'd 1.309 in 0.00 ft 0.00 ft Oft lbs lbs 0.000 ft Beam Design 0 7.4 k 9.4 k @ Left 4.99 k @ Right 4.50 k Camber: @ Left 0.000 in @ Center 0.378 in @ Right 0.000 in 1.43 k 1.31 k Sxx 280.7291n3 Area 96.250 in2 CI 0.000 Sxx Req'd Allowable fb 227.66 in3 1,764.46 psi 0.00 in3 1,764.46 psi 0.00 in3 1,764.46 psi @ Right Support 6.71 k 68.652 in2 97.75 psi Max 4.99 k Max 4.50 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 RLk ev: 560100 User: KW- 0605497 Ver 5.6.1, 25- Oct -2002 (c)1983.2002 ENEf'kCALC Engineering Software Description exist beam with new Mech Unit General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 6x18 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density. Point Loads - Dead Load Live Load ...distance L Summary !Deflections lbs lbs 2.750 ft 5.500 in 17.500 in Sawn 1.150 Pin -Pin 30.000 pcf Mod Art 1,450.0 lbs 3,900.0 lbs 7.250 ft Span= 19.25ft, Beam Width = 5.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max © Right Support Max. M allow fb 1,414.87 psi Fb 1,764.46 psi Center Span... Deflection ...Location ...Length /Deft Camber ( using 1.5 * D. © Center (02 Left © Right L Stress Caics Bending Analysis Ck 23.915 Cf 0.959 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 33.10 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 41.28 fv Fv Dead Load -0.156 in 9.548 ft 1,480.7 L. Defi) ... 0.234 in 0.000 in 0.000 in 0.000 ft 0.000 Max Moment 33.10 k -ft 0.00 k -ft 0.00 k -ft © Left Support 7.11 k 72.765 in2 97.75 psi 4.77 k 6.32 k 1.003 General Timber Beam 41.3 k -ft at at 98.00 psi 97.75 psi Center Span 19.25 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir - Larch, Select structural Fb Base Allow 1,600.0 psi Fv Allow 85.0 psi Fc Allow 625.0 psi E 1,600.0 ksi 1,250.0 lbs 3,900.0 lb 15.250 ft 1 Total Load -0.539 in 9.625 ft 428.44 7.238 ft 19.250 ft lbs lbs 0.000 ft Depth = 17.5in, Ends are Pin -Pin Reactions... Left DL Right DL Sxx 280.729 in3 CI 0.000 Sxx Req'd 225.11 in3 0.00 in3 0.00 in3 © Right Support 9.43 k 96.500 in2 97.75 psi Bearing Length Req'd Bearing Length Req'd © Left @ Right Camber: @ Left @ Center @ Right 1.53 k 1.76 k Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Deft a lbs lbs 0.000 ft Max Max Area 96.250 in2 Allowable fb 1,764.46 psi 1,764.46 psi 1,764.46 psi Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 1.388 in 1.837 in 0.00 ft 0.00 ft 0.00 ft lbs lbs 0.000 ft 9.4 k 9.4 k 4.77 k 6.32 k 0.000 in 0.234 in 0.000 in 4.77 k 6.32 k 0.000 in 0.000 in 0.0 0.0 Page 1 lbs lbs 0.000 ft Overstressed in Shear ! Withdrawal Load for Lag Screws: W' = W p (product of adjustment factor) = Wp CDCMCt W : (from NDS Table 9.2A) CD, CM, C (see NDS 2.3) p = effective thread penetration (in) :assume 2/3 of wood screws length. CD : 1.33 (from 'UBC 97':Wind /Earthquake) C : 1.00 (see NDS 2.3) C : 1.00 (see NDS 2.3) Ceg = 0.75 (the end grain factor) Adj. Factor= 1.00 1 " penetration to main member 2 " penetration to main member 3 " penetration to main member 4 " penetration to main member 5 " penetration to main member 6 " penetration to main member Lateral Load for Lass Screws: Z' = Z (product of adjustment factor) =Z CDCMCtC 9 C_CdC eg Z: (see NDS Table 9.3A) CO, CM, C (see NDS 2.3) C0 = 1.33 (from 'UBC 97':Wind /Earthquake) CM = 1.00 (see NDS 2.3) C 1.00 (see NDS 2.3) C = 1.00 (see NDS 2.3) C_= 1.00 (see NDS 9.4.2) Min Edge Dist. =1.5D, End Dist. =4D, Spacing =4D. Cd = 1.00 (see NDS 9.3.3) Min. penetration penetration to main member C09 = 0.675 (the end grain factor) Adj. Factor= 0.90 1" penetration to main member 2" penetration to main member 3" penetration to main member 4" penetration to main member 5" penetration to main member 6" penetration to main member Lag Screws Dia. 1/4" 3/8" 1/2" 5/8" Z 160 250 340 470 Z' 72 - - - Z' t3ES 150 153 - Z' 144 225 229 254 Z' 144 225 306 338 Z' 144 225 306 423 Z' 144 225 306 423 Withdrawal Load for Lag Screws: W' = W p (product of adjustment factor) = Wp CDCMCt W : (from NDS Table 9.2A) CD, CM, C (see NDS 2.3) p = effective thread penetration (in) :assume 2/3 of wood screws length. CD : 1.33 (from 'UBC 97':Wind /Earthquake) C : 1.00 (see NDS 2.3) C : 1.00 (see NDS 2.3) Ceg = 0.75 (the end grain factor) Adj. Factor= 1.00 1 " penetration to main member 2 " penetration to main member 3 " penetration to main member 4 " penetration to main member 5 " penetration to main member 6 " penetration to main member Lateral Load for Lass Screws: Z' = Z (product of adjustment factor) =Z CDCMCtC 9 C_CdC eg Z: (see NDS Table 9.3A) CO, CM, C (see NDS 2.3) C0 = 1.33 (from 'UBC 97':Wind /Earthquake) CM = 1.00 (see NDS 2.3) C 1.00 (see NDS 2.3) C = 1.00 (see NDS 2.3) C_= 1.00 (see NDS 9.4.2) Min Edge Dist. =1.5D, End Dist. =4D, Spacing =4D. Cd = 1.00 (see NDS 9.3.3) Min. penetration penetration to main member C09 = 0.675 (the end grain factor) Adj. Factor= 0.90 1" penetration to main member 2" penetration to main member 3" penetration to main member 4" penetration to main member 5" penetration to main member 6" penetration to main member Lag Screws 3/8" Dia. 1/2" 5/8" 1/4" W 225 305 378 447 W' 150 203 252 298 W' '1110 407 504 596 W' 450 610 756 894 W' 600 813 1008 1192 W' 750 1017 1260 1490 W' 900 1220 1512 1788 Withdrawal Load for Lag Screws: W' = W p (product of adjustment factor) = Wp CDCMCt W : (from NDS Table 9.2A) CD, CM, C (see NDS 2.3) p = effective thread penetration (in) :assume 2/3 of wood screws length. CD : 1.33 (from 'UBC 97':Wind /Earthquake) C : 1.00 (see NDS 2.3) C : 1.00 (see NDS 2.3) Ceg = 0.75 (the end grain factor) Adj. Factor= 1.00 1 " penetration to main member 2 " penetration to main member 3 " penetration to main member 4 " penetration to main member 5 " penetration to main member 6 " penetration to main member Lateral Load for Lass Screws: Z' = Z (product of adjustment factor) =Z CDCMCtC 9 C_CdC eg Z: (see NDS Table 9.3A) CO, CM, C (see NDS 2.3) C0 = 1.33 (from 'UBC 97':Wind /Earthquake) CM = 1.00 (see NDS 2.3) C 1.00 (see NDS 2.3) C = 1.00 (see NDS 2.3) C_= 1.00 (see NDS 9.4.2) Min Edge Dist. =1.5D, End Dist. =4D, Spacing =4D. Cd = 1.00 (see NDS 9.3.3) Min. penetration penetration to main member C09 = 0.675 (the end grain factor) Adj. Factor= 0.90 1" penetration to main member 2" penetration to main member 3" penetration to main member 4" penetration to main member 5" penetration to main member 6" penetration to main member . x=1141 ' ) All dimensions are in inches /millimeters, 3,0and 5 Ton Standard Efficiency — Low and Medium Heat 3 and 4Ton High Efficiency — Low and Medium Heat EVAPORATOR SECTION ACCESS PANEL ALTERNATE CONDENSATE DRAIN CONNECTION 3/4 • 14 NPT DIA. HOLE 3, 4, and 5 Ton -Stan • and Efficiency —High Heat 3 and 4Ton High Eff , ency — High Heat STon — High Efficienc • — Low, Medium, and High Heat EVAPORATOR SECTION ACCESS PANEL ALTERNATE CONDENSATE DRAIN CONNECTION 3/4. 14 NPT DIA. HOLE Dimensional Data 4 114' 108 MM 12 NPT OAS CONNECTION 4 1/4' 108 MM 112 NPT OAS CONNECT ION 23 9/18' 598 MM 89 718' 42 1/4' 1749 MM 1073 MM 23 9/16' 590 MM� 097/8 42 114• 1749 MM 1073 MM 9 5/8' 244 MM CONTROL AND COMPRESS OR ACCESS PANEL 9 018' 244 MM 55/8' 143 MM 143 MM CONTROL AND PRESSOR (3- 5Tons) TOP PANEL 4 /4 108MM• 1 141 MM 7 5/8' . MM 44 194 1/4' 1124 MM TOP PANEL 4 1 /4' 108MM. 5 9/18' 141 MM 7 5/8' 194 MM 44 1/4' 1124 MM MIsc TRANE' 'LC -1 C4Toa) CONDENSER FAN f 32 1/4' 819 MM UNIT POWER WIRE 1 3/32' (28MM) DIA. HOLE CONDENSER FA CONDENSER COIL UNIT CONTROL WIRE 718• (22MM) DIA. HOLE SERVICE GAUGE PORT ACCESS 1 3/8' (35MM) DIA. HOLE 38 1/4' 921 MM CONDENSER COIL UNIT CONTROL WIRE 7/8' (22MM) DIA. HOLE SERVICE GAUGE PORT ACCESS ' 35MM) DIA. HOLE UNIT POWER WIR 1 3/32' (28MM) DIA. HO E <, w. TableW -1 — Maximum UnitAnd Corner Weights (Lbs)And Center Of Gravity Dimensions (In.) Unit Tons Model No. 3 YSCO36A YHCO36A 4 YSC04BA YHC048A 5 YSCO60A YHC060A 6 YSC072A3 4H YHC072A3 "H YSC090A3 "H 71 YSC092A3 "H YHC092A3'H 81/2 YSC102A3 "H YHC102A3 "H 10 YSC120A3'H YHC120A3 "H NOTE: 1. Corner weights are given for information only, 2. Weights are approximate. 1 UN IT= THAI± • C-, 0 7 Weights Maximum Weights (Lbs)r Corner Weights (Lbs)1 Center of Gravity (In.) Shipping Net A B C D Length Width 534 480 151 124 551 4 158 128 559 159 130 593 166 133 576 522 169 134 628 574 179 140 822 735 249 193 859 772 249 198 907 820 273 208 909 822 277 222 1010 923 306 243 986 • 899 297 243 1044 • 957 310 252 1074 987 325 265 1147 1060 342 277 CENTER OF GRAVITY WIDTH A D CENTER OF GRAVITY CENTER OF GRAVITY • ---- LENGTH - C4rToN 96 109 32 19 101 110 32 19 108 109 33 19 114 126 32 20 105 114 32 18 119 136 32 20 132 161 39 21 141 184 39 22 146 193 38 22 147 175 40 21 165 210 39 22 165 194 40 21 175 220 40 22 183 213 40 21 197 245 40 22 Table W2 — Factory- installed Options Net Weights (Lbs)r.= ttllX:3 TRAM Net Weight Accessory 3 -5 Tons 6.10 Tons Economizer 26 36 Barometric Relief 7 10 Powered Exhaust — BO Motorized Outside Air Damper 20 30 Manuel Outside Air Damper 16 26 Roof Curb 70 115 Oversized Motor 5 8 Belt Drive Motor 31 — Smoke Detector, Return 7 7 ,Smoke Detector, Supply 5 5 Colt Guards 12 20 Hinged Doors 10 12 Powered Convenience Outlet 38 38 Through the Base Electrical 8 13 Through the Base Gas 5 5 Unit Mounted Circuit Breaker 5 5 Unit Mounted Disconnect 5 5 Novar Control 8 8 NOTES: 1.WeIghts for options not listed are .5 lbs. 2.Nat weight should be added to unit weight when ordering factory-installed accessories. CABINET CABINET MODEL COflNEflWEIGHT(LBS) UNIT WEIGHT INET LBS.) 8 C D E F G H J K L M N P WI W2 W3 W4 A y YCC018F4. 68.3 61.7 84 92.9 3 55.1/4 36 25.3/16 18.9/16 11.1/16 6.9/16 6.13/16 17 21.5/16 25 17.1/2 10 3 4.7/16 YCCO24F•L 69.4 60.0 85 99.5 314 YCCO30F4. 70.5 61.4 87 99.8 B YCCO36F4. 84.06 68.08 92.1 1137 358 55.1/4 36 29.3/16 10.9/16 11.1/16 6.9/16 6.13/16 17 20'3/4 25.13/18 17.1/2 10 ; 3 4.7/16 YCCO30F•M 78.3 88.3 95.6 109.7 352 193/4 24.13/16 YCCO36F•M 86 67.6 93.2 115.13 364 C YCCO36F•H 90.3 73.8 101 123.7 389 62.3/4 36 29.3/16 18.9/16 11.1 /16 6.9/16 11.1/8 17 19.3/4 28.1/4 17.1/2 10 3 8.3/4 YCC042F•M 103.7 88.7 96.8 122.6 412 19.3/4 28.1/4 YCC048F•M 104.6 84.8 102.2 126.4 418 19.3/4 28.1 . D YCCO48F•H 123.8 104.6 132.5 157 518 64.5/16 45 33.3/8 21.1/16 15.1/16 4.15/16 9.1/8 21.15/18 25 28.1/2 20 .. _ __ ..._ 14 flroiann 3.1/2 8.5/16 R..• 1 YCC060F M 135.4 109.8 137.3 169.3 552 25 29.1/2 O17L✓7.I rt. c) ECONOMIZER /FILTER ACCESS PANEL C HOR SUPPLY OPEN DOWNFLO SUPPLY OPENING HOR RETURN OPENING SECT. X -X TYPICAL CROSS SECTION OF SUPPLY & RETURN PERIMETER FLANGES APPEARANCE SURFACE OF SUPPLY & RETURN PANEL Dimensional Data Dimensional Data and Weights YCC018 -06.0F Outline - Rear (ALL DIMENSIONS ARE IN INCHES) L k M DIMENSIONAL SURFACE (SEE TABLET-\ CONDENSATE DRAIN FOR 3 \4" FEMALE NPT DOWNFLOW RETURN OPENING A c 2, (ZTc*ij EVAPORATOR COIL & BLOWER PANEL z•�• DIA. ENTRY FOR 1/2 N.P.T. GAS' CONNECT SECT Y -Y TYPICAL CROSS SECTION OF DOWNFLOW SUPPLY & RETURN PERIMETER FLANGES . G IUUV 1vVV ilv .. �... . � ........ :. Z W Q Q J U0. 03 0 W X H W W W 0 IL Q 0) d W F- O: Z II- W W U C3 •0 N, 0 W uu 1JL Z W 00 0 Z DEPARTMENTS: BuiltliDivision f] Public Works ❑ PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M03 -139 DATE: 09 -02 -03 PROJECT NAME: RREEF - VACANT SPACE SITE ADDRESS: 1130 INDUSTRY DRIVE - BLDG 38 X Original Plan Submittal Response to Incomplete Letter # _ Response to Correction Letter # Revision # after permit Is Issued 51Z Aid q -3-03 Fire Prevention ICI Structural ❑ Incomplete Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 09 -02 -03 Complete Zj Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route l Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions 14 Notation: REVIEWER'S INITIALS: Documents /routing slip.doc 2 -28 -02 PERMIT COORD COPY DUE DATE: 09 -30 -03 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: File: M03 -0139 35mm Drawing #1 -2 TAG MAKE MODEL # SIZE CFM MIN OSA COOLING (BTUH) AC —1 9930 TRANE YSC048A1EM 4-Ton 1,600 240 49;200 A 2 2 $ TRANE YCCO24F1LOB 2 -Ton 800 200 23,400 . 1.1 1 1 1. r Phase IV REVISIONS RECEIVED TY OF T i$4: ". , G292JO3 ERN CEsv > . JOB #911 JL J Minkler Blvd Phase III ' 31 1 C 1 1•1 1 I•r11 I:1:■ :L 32 1i ^./ 1 1. 1 11.4 It 1 1 1 1? Phase V NEW TRANE GAS/ELECTRIC PACKAGED AC EQUIPMENT SCHEDULE NO pANr S SrP THE COP OF V QR L WITHOUT DIVISION, Ti U ( LA I �% n�� • ! 44 � REV OF �1 a� NEW MAN ►iI / 1 L.. �•.� ( �Q1 pa '"4i 1.> �". 1.'3. i Itl�'� • f6V�`+',."d p1, Y�F..rl.. J • ,'/ ;.. .. 1 l EQUIPMENT NOTES: 1. Economizer. 2. Factory Roof Curb. 3. Insulate all ductwork per code. 4. Outside air intake to be 10' - 0" from exhaust outlet, gas flues & plumbing vents. 5. Honeywell 7 -Day programmable night setback thermostat with 5 degree dead -band capability. i I I II � IIIIIIIIi I'h'c h 1! 1 6 1 SCOPE OF WORK: ♦ AC -1: 1130 Industry: One new Trane 4 -Ton gas /electric AC unit with factory roof curb, economizer and programmable thermostat. • Sheetmetal duct drops, exposed spiral ductwork in the back room with no dropped ceiling, ductboard ductwork and flexible ductwork distribution systems. ♦ AC- 2::112 8 Industry: One new Trane 2 -Ton gas /electric AC unit with factory roof economizer and programmable thermostat. rY curb, • Sheetmetal duct drops, ductboard and flexible ductwork distribution syst ♦ Supply air diffusers, return air grilles and transfer air grilles. • Individual gas piping tied into the two existing gas meters. • Roof cutting & patching. • Equipment start-up & test. ♦ Air balance. I urtierstand that the Plan Check approvals are sulziedtto.errors and omissions and approval of plans.does:not authorize the violation of any .cade or ordinance. Receipt of con s topy of approved plans acknowledged. 9 • By Date Permit No. l r 4 T A FILE COPY COOLING E R/SEER - / 10 . 00 9.10/10.00 HEATING INPUT 80,000 50,000 HEATING OUTPUT 64,000 40,000 AFUE 81% 78 % VOLTAGE 208 - 230/1/60 208 - 230/1/60 ELECTRICAL MCA =34:0 FUSE = 50 MCA = 15.7 FUSE = 25 WEIGHT (LBS.) 400 III I I I I I i i , II� , I21. 1 �II 1 1I I. II ,1III1IL;IIIIIIIIIIIIIIIIIIJIII IIIII�IIIIII11I 4� 5I 6I W STCOTT Since 1872 ' r O III 8 L 9 y p 1I11II'1 IIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIwl HI I IIII IIIIIIIIIII�IIIII t iV4 1 4 0 0 0.), SE? 3 701 NS t4Oki1), SEPARATE PERMIT REQUIRED FOR: 0 MECHANICAL ELECTRICAL PLUMBING f1 GAS PIPING CITY OF TUKwiLA BUILDING DIVISION A SHEET NUMBER M -1 k; ›. .r4 M gt gQ W � g REVISIONS RECEIVED OF TIJKWM 2 9 2003 PST CEN rE; m C • DRAWN • P. C. DATE 9/ CONTENTS JOB #911 HVAC PLAN SCALE: 1/8" =1'-0" GAsM(rERs 1 II. IIIIIIIIII IIIIIIIII I�IIIIaII�. J, l l (III� I I II IIII IIILIIIl . Il1111111 IIlli1lll111111 �; Inch 1(i � ,r 7 3 4I ,-• . 5 W ESTCOTT® Since '8 ,, r ` ! 6 •b6 EL ZL 14 06 6 8 L 9 S h £ Z 6 Wo 111111111 111 111111 PIIIIIIIIIIIIIIIIIIIIIIIIIIII III I 1 11111111 I 111111111 I 111111 III I 111111IIII111111111 I 111111 I III IIII 111111111111I�II 6 A NS W C AU