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Permit M06-179 - RREEF MANAGEMENT - BUILDING 21
RREEF, BUILDING 21 831 INDUSTRY DR (833, 843 & 845) M06 -179 Parcel No.: Address: Suite No: Value of Mechanical: $26,900.00 Type of Fire Protection: doe: IMC -PerMt City bar' Tukwila 2523049034 831 INDUSTRY DR TUKW Contact Person: Name: PETER CRELLEY Address: PO BOX 33370, SEATTLE WA Contractor: Name: PRO STAFF MECHANICAL INC Address: PO BOX 33370, SEATTLE WA Contractor License No: PROSTMI072NG Furnace* <1001K BTU >100K BTU Floor Furnace Suspended/Wall /Floor Mounted Heater Appliance Vent Repair or Addition to Heat/Refrig/Cooling System.... Air Handling Unit <10,000 CFM >10,000 CFM Evaporator Cooler Ventilation Fan connected to single duct Ventilation System Hood and Duct Incinerator: Domestic Commercial /Industrial Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: ci.tukwila.wa.us MECHANICAL PERMIT Tenant: Name: RREEF, BUILDING 21 Address' 831,833, 843,845 INDUSTRY DR, TUKWILA WA Owner: Name: CALWEST INDUSTRIAL PROP Address: C/O DELOITTE & TOUCHE LLP, 2235 FARADAY AVE #0 DESCRIPTION OF WORK: REPLACE (1) 2D -TON AC UNIT WITH FOUR NEW AC UNITS. NEW DUCTWORK TIED TO THE EXISTING DUCTWORK DISTRIBUTION SYSTEM. EQUIPMENT TYPE AND QUANTITY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 "continued on next page ** M06 -179 Permit Number: Issue Date: Permit Expires On: Phone: Phone: 206 631 -0071 Phone: 206- 361 -0071 Expiration Date:06 /30/2008 Steven M. Mullet, Mayor Steve Lancaster, Director M06 -179 08/24/2006 02/20/2007 Fees Collected: $465.50 International Mechanical Code Edition: 2003 Boiler Compressor: 0 -3 HP /100,000 BTU 4 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 0 Printed: 08 -24 -2006 I hereby certify that I have read and doc: WC-Permit City ter' Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: cl.tukwila.wa.us Permit Center Authorized Signature: tA/1W At- 0 ( p119 Permit Number MO6 -179 Issue Date: 08/24/2006 Permit Expires On: 02/20/2007 Steven M. Mullet, Mayor Steve Lancaster, Director Date: (Y1, `(,t is permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be mpiledtwith, 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 th ppf f ormance of work. I am authorized to sign and obtain this mechanical permit. 1' / Date: �T 2- /o 6 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. M06 -179 Printed: 08-24-2006 CITY n7 TI '71 A DEPT CF c.1 .. 63L3 J;l:.:. • ;JI.::;l._',D. NIS TUKWILA, WA 5.,1a3 PERMIT CONDITIONS Parcel No.: 2523049034 Permit Number: M06 -179 Address' 831 INDUSTRY DR TUKW Status: ISSUED Suite No: Applied Date: 08/17/2006 Tenant: RREEF, BUILDING 21 Issue Date: 08/24/2006 1: ***BUILDING DEPARTMENT CONDITIONS*** PERMIT CENTER 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: Readily accessible access to roof mounted equipment is required. 5: 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. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. 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 Washington State Department of Labor and Industries (206/248- 6630). 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: Conditions "continued on next page" M06-179 Printed: 08 -24 -2006 CITY OF TUKV1!t J1 OF CO. " ti:::IYC `,. L0;NENT OUT. °° 6300 C -U1 }IJ:.� 1(c? CLVD. TUKWILA, WA 90163 I hereby certify that I have read these conditions and will comply with them 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 regulating construction or the performance of work. Signature: Print Name: SP Atvvo doc: Conditions M06 -179 PERMIT CENTER as outlined. All provisions of law and ordinances cancel the provision of any other work or local laws Date: i/2.4 Pdnted: 08-24-2006 I SITE LOCATION CITY OF TUKWILA Community Development Department Public Works Department Perm# Center 63W Southcenter Blvd., Sule 1(13 Tukwila, WA 98188 RiNlklmt I ` Z S F HVAL UP- 6 New Tenant EF- Name: r C,t2E1.LG Y Applications and plans must be complete in order lo be accepted for plan review. Applications will not be accepted through the mail or by fsx. "Please Print"' 015 P 13 134 PI Y PI C o Assessor'. Num Tax No.: e Wvr(STLVE i/fl fl 304 +4034 EI'5Ploor: 0 Yes No Site Address: 8 33h Tenant Name: Property Owners Name: Mailing Address: 651 ,5Ti2A-N DEL R L, SrE. Ca kit w it s wA 4 el esi zip s� Day Telephone: 206 — 3 61 — 0 07 Marine Address: P. U fort 3 3370 SEATTLE u" 4£3133 E-Mail Address: pnfCIRG 0 STAFFMR}NI < AL- _tom Pax Nmnber: 206 — 361 -o tip 7 4- I GENERAL COA°rRAcroR L"1IF ORMATION (Mechanical Contractor information on back page) C ompan_ tonne- ne- Marling Address: Contact Pasco: &Marl Address: original Doc Number. Number: Expiration Date: natant d copy of current Washington State Contractor License most be presented at the time of permit Unit Type: Qty Unit Type: Qty Unit Type: Qty llaila/Cempressor_ Qty Furnace<100K BTU Air Handling Unit >10,000 CFM Fire Damper 0-3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler Ditluser 3-15 HP /500,000 BTU Floor Furnace Ventilation Fan Comected to Single Duct TL..mustat 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 Water Heater 50+ HP /1,750,000 BTU Repay or Addition to HeaVRefig/Coofing Incinerator - Domestic Generator - ArHandling that <10,000 CFM - - baMerator - - ammt ---- `Dtber &btffcaT -- Equipment ------ - -- --` ____ -.._` 1 MECHANICAL PERMIT INFORMATION - 206-431 -3670 MECHANICAL CONTRACTOR INFORMATION Company Name: FRO 5TA-r MtGN-Cg1IcAL (.K Mailing Address: P O 'gQX S3 3 70 Sg4.j L` W 4 fe0? Contact Person: PeltQ. CRE Lt E't Day Telephone: 2076 —361 —007 E - M a i l A d d m = P E W Z O R D S F F M - E r t A H A A A I I f f } ► arum F a x Number: Ztol, -3 61 —04 Z- contractor Registration Number PROS S2-14 2-14 6 g,� pa te: 6 3 0 8 "An original or notarized copy of cmreat Washington State Contractor Lionne must be presented at �e time olpenmiit issuance" Valuation of Project (contractor's bid price): $ a 6 , 9 0 , 00 Scope of Work (please provide detailed information): Z SP Oita 20 To N /4 L V F{ tT t.✓ ITµ FAvR New Ac. Vt4rrt,. Raw Dvcrt✓oR►c 71F_r0 it) Ma r-_x isr INV, ac'J1r.Rstc. D,tTRtr,✓rtpn. SysTr- 1., )Ink/ �" _ P�ft �ctaart• U.. Residential: New -.© Replacement.. -0 Commercial: New .... ❑ Replacement.. Fuel Tvpc Eleca'ic---D Gas_. Odom Indicate type of mechanical work being installed and the quantity below: PERMIT APPLICATION NOTES - Applicable to all permits in this application Value of Caroused= - to al uses, avalue of oonstructioe *moat aboald be emend by the applicant Tiffs figure will be reviewed and is subject to possible revision by the Permit Center comply with currant fee schedules Expiration of Plan Review - Applications for which no permit is issued within 1*) days following the date of application shall expire by hntiUtion. The Building Official my pant one or more extensions of time foradditiomh periods ant azcee&g 90 days each. The extension shall be requested in writing and justifiable cause demomtrawd. Section 10532 International Baik ng Code (anent edition} I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY : r LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING s ' R A .4 s AGENT: aftWM Prizd Name it _l_g. Riling Address P. 0 • (3 ox ?13370 D ate Application Emir= 1. I Date Application Accepted: ocz ( 1,3 ate etas. r`.t.trlaasonv- Rant 6445 qa Page 4 Date: V A Day Telephone: 206 — 36► —UU71 turn Q e133 C,VnLE e Sine rap City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2523049034 Address: Suite No: Applicant: RREEF, BUILDING 21 Receipt No.: R06 -01283 Payment Amount: 465.50 Initials: JEM Payment Date: 08/17/200612:15 PM User ID: 1165 Balance: E0.00 Payee: PRO -STAFF MECHANICAL, INC. TRANSACTION LIST: Type Method Description Amount Payment Check 9773 465.50 ACCOUNT ITEM LIST: Description Current Pmts MECHANICAL - NONRES PLAN CHECK - NONRES RECEIPT Account Code 000/322.100 378.40 000/345.830 87.10 Permit Number M06 -179 Status: PENDING Applied Date: 08/17/2006 Issue Date: Total: 465.50 8732 08/17 9716 TOTAL 465.50 doc: Receipt Printed: 08-17-2006 Project: ' Qe e e4 z 1 Type of Inspection: ri fv vic. / A ress: _ J d Y t A r(l(S - j - vt Date Called: , 0 P :444-4, { - (_ AA s - 4 1 e2�/�J Special Instructions: l N ea- I i Date Wanted: Z -2_ (- a 7 � ��� 0_71: p.m. Requester: W, l) 1 Iv Phone No: 2-0 6-3C -55 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0 /20 t y 4_, _ 4 f J , 0 P :444-4, { - (_ AA s - 4 1 e2�/�J l�l ii ∎i,5 „A,1,'.) •- A / / rat :/ C ) Prof i /gori /F f - i ns p ect r• Date: 2- 2 / —o INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431-3 58.00 REINSPECTION FQE REQUIRE or to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection. 'Receipt No.: Date: • TRANE A c-21- A G -2)- • A L —z►— RicaE E 3LPcam4- 21 t r a nan Packaged Codling & Gas /Electric Rooftops Precedent" 3 -10 Tons — 60 Hz April 2006 Foam ntA RT PRCO25 -EN :127C:il AA* ` (15) Table 1. 16 General Data — 3-4 Tons General Data AC - it - S 3 3 /4c -2-1- 03) A c- _era RT PRCO25 -EN 3 Tons 4 Tons T /YSCO36A3,4,W T /YSC048A3,4,W Cooling Performance(%) Gross Cooling Capacity SEER(l0 Nominal CFM / ARI Rated CFM ARI Net Cooling Capacity Integrated Part Load Value(") System Power (kW) 37,400 10.7 1,200/1,200 36,000 — 3.79 49,200 10.0 1,600/1,600 47,000 — 5.40 Compressor Number/Type 1 /Hermetic 1 /Scroll Sound Outdoor Sound Rating (dB)Ov) 83 82 Outdoor Coil type - -.. .. -. Tube Size (In.) Face Area (sq. ft.) Rows/FPI — Lanced' 0.3125 7.19 2/17 - - Lanced 0.3125 9.59 1/17 Indoor Coll Type Tube Size (In.) Face Area (sq. ft.) Rows /FPI Refrigerant Control Drain Connection Number /Size (In.) Lanced 0.3125 5.67 2/16 Short Orifice 144 NPT Lanced 0.3125 6.17 3/16 Short Orifice 144 NPT Outdoor Fan Type Number Used /Diameter (In.) Drive Type/No. Speeds CFM Number Motors/HP Motor RPM Propeller 1/22 Direct/1 2,550 1/0.20 1,075 Propeller 1/22 DIrect/1 3,610 1/0.33 1,075 Direct Drive Indoor Fan Type Number Used /Diameter (in.) Drive 'IN/Pe/Number Speeds Number Motors Motor HP (Standard /Oversized) Motor RPM(v) (Standard /Oversized) Motor Frame Size (Standard /Oversized) FC Centrifugal 1/10x10 Direct/2 1 0.33/0.50 930/1,100 48/48 FC Centrifugal 1/11x11 Direct/2 1 0.60/0.80 1,000 /1,100 48/48 Belt Drive Indoor Fan type Number Used /Diameter (In.) Drive Type /Number Speeds Number Motors Motor HP (Standard /Oversized) Motor RPM (Standard /Oversized) Motor Fame Size (Standard /Oversized) FC Centrifugal 1111x11 Belt/Variable Sheave 1 1.00 /— 1,750/— 56/— — 1 /11x11 — 1 1.00/ — 1,750/ — 56/— Filters(' Type Furnished Number Size Recommended(vii) Throwaway (2) 20x25x1 Throwaway (2) 20x25x1 Refrigerant Charge (din Pounds of R - 22 3.8 3.8 Table 1. 16 General Data — 3-4 Tons General Data AC - it - S 3 3 /4c -2-1- 03) A c- _era RT PRCO25 -EN General Data Table 1. (continued) General Data — 3-4 Tons 1, 543 Ill 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 s net and Includes the effect of fan motor heat. Units are suitable for operation to 620% of nominal cfm. Units are certified in accordance with the Unitary Air - Conditioner Equipment certlfcatlon program, which Is based on ARI Standard 210/240 except AK (380V/60 Hz). Is) EER and /or SEER are rated at ARI conditions and In accordance with DOE test procedures. (ir) 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 rfm. li.) Outdoor Sound Rating shown Is tested In accordance with ARI Standard 270. For additional Infor- mation refer to Table 105. (v) T/YSCO36A,3,4,W motor RPM shown Is low speed. High speed RPM Is 1,060/1,145. (') Optional 2' pleated filters also available. 84 I0 20 x 25 filter on medium and low heat models. 20 x 30 filter on high heat models. ( charge is an approximate value. For a more precise value, see unit nameplate and ser- vice Instructions. (ix) Heating Performance limit settings and rating data were established and approved under labora- tory test conditions using American National Standards Instltute 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. Applicable to Gas/Electric units only. (x) AFUE Is rated In accordance with DOE test procedures. (3,4 Tons Standard Efficiency) RT- PRCO25 -EN 17 r.V -, _�,- 3 Tons r, r` _I v 4 Tons Heating Performancetix) (Gas /Electric Only) Heating Input Low Heat Input (Btu) - 61 • r0 60 000 'Mid Heat Input (Btu) ;r,00t :•,0 High Heatlnput(Btu) 1 r r DI 1 •,••• Heating Output Low Heat Input (Btu) : 1 s • t00 -MW Heat Input (Btu) ,000 64,0 High Heat Input (Btu) AFUE %(x) Low Heat Input (Btu) 81 MW Heat Input (Btu) I High Heat Input (Btu) 83 81 Steady State Efficiency% Low Heat Input (Btu) 8 81 Mid Heat Input (Btu) ar High Heat Input (Btu) . 81 �S . .81 .. - No. Sumer' Low Heat Input (Btu) 2 2 MW Heat Input (Btu) 2 2 High Heat Input (Btu) 3 3 No. Stages Low Heat Input (Btu) 1 1 MW Heat Input (Btu) 1 1 High Heat Input (Btu) 1 1 Gas Supply Line Pressure Natural (minimum /maximum) 4.5/14.0 4.5/14.0 LP (minimum /maximum) 10.0/14.0 10.0/14.0 Gas Connection Pipe Size (In.) Low Heat •MId Heat 1/ 1/ High Heat General Data Table 1. (continued) General Data — 3-4 Tons 1, 543 Ill 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 s net and Includes the effect of fan motor heat. Units are suitable for operation to 620% of nominal cfm. Units are certified in accordance with the Unitary Air - Conditioner Equipment certlfcatlon program, which Is based on ARI Standard 210/240 except AK (380V/60 Hz). Is) EER and /or SEER are rated at ARI conditions and In accordance with DOE test procedures. (ir) 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 rfm. li.) Outdoor Sound Rating shown Is tested In accordance with ARI Standard 270. For additional Infor- mation refer to Table 105. (v) T/YSCO36A,3,4,W motor RPM shown Is low speed. High speed RPM Is 1,060/1,145. (') Optional 2' pleated filters also available. 84 I0 20 x 25 filter on medium and low heat models. 20 x 30 filter on high heat models. ( charge is an approximate value. For a more precise value, see unit nameplate and ser- vice Instructions. (ix) Heating Performance limit settings and rating data were established and approved under labora- tory test conditions using American National Standards Instltute 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. Applicable to Gas/Electric units only. (x) AFUE Is rated In accordance with DOE test procedures. (3,4 Tons Standard Efficiency) RT- PRCO25 -EN 17 table 2. tieneral Data — 5 -6Tons rA C -ZI. 3S 6 Tons 6 Tons T /YSC06OA3,4,W,K T /YSCO72A3,4,W,K Cooling Performance0) Gross Cooling Capacity SEER/EEO) Nominal CFM / ARI Rated CFM ARI Net Cooling Capacity Integrated Part Load ValueOl0 System Power (kW) 63,100 10.20/— 2,000/2,000 60,000 - — 6.78 72,000 10.3/10.21 2,400/2,100 69,000 — 6.77 Compressor Number/Type 1 /Scroll 1 /Scroll Sound Outdoor Sound Rating (dB)(v) 84 88 Outdoor Coll type Tube Size (in.) Face Area (sq. ft.) Rows/FPI Lanced 0.3125 8.81 2/17 Lanced 0.3125 13.88 2/17 Indoor. Coil. _ .. __. -.... -- Type Tube Size (in.) Face Area (sq. ft.) Rows/FPI Refrigerant Control Drain Connection Number/Size (In.) .- _ -. - -- Lanced 0.3125 5.00 3/16 Short Orifice VA NPT . Lanced 0.3125 9.89 2/16 Short Orifice 13 NPT Outdoor Fan Type Number Used /Dlameter (In.) Drive Type /NO. Speeds CFM Number Motors/HP Motor RPM Propeller 1/22 - Direct/1 3,470 1/0.33M) 1,075 Propeller 1/26 Direct/1 6,100 1/0.70( 1,075 Direct Drive Indoor Fan Type Number Used /Diameter (In.)(vp0 Drlve Type /Number Speeds Number Motors Motor HP (Standard /Oversized) Motor RPMOX) (Standard /Oversized) Motor Frame Size (Standard /Oversized) FC Centrifugal 1 /11x11 Direct/2 1 0.90/1.00 985/1,080 - 48/48 — — — — — — — Belt Drive Indoor Fan Type Number Used /Diameter (In.) Drive Type/Number Speeds Number Motors Motor HP (Standard /Oversized) Motor RPM (Standard /Oversized) Motor Frame Size (Standard/Oversized) FC Centrifugal 1 /11x11 Belt/Variable Sheave 1 1.00/— - 1,750/— 48/— FC Centrifugal 1/12x12 Belt/Variable Sheave 1 1.00/2.000 1,750/1,750 56/56 Fllters(XII) Type Furnished Number Size Recommendedlxll0 Throwaway (2) 20x25x1 Throwaway (4) 16x25x2 Refrigerant Charge (Lbs. of R- 22)(W� Pounds of R -22 4.9 7.1 TRIWE' General Data 18 (5,6 Tons Standard Efficiency) RT- PRCO25 -EN Table 2. (continued) General Uata — 5 -6Tons mA c_21_9/0 5 Tons 6 Tons Heating Performance(xv) .1 r r r r,000 80,000 120,000/84,000 150,000 /105,000 (Gas /Electric Only) Heating Input(xw) Low Heat Input (Btu) .Mld(xVll) Heat Input (Btu) High Heat Input (Btu) r , rrr Heating Output(' ") Low Heat input (Btu) 64,800 .Mid Heat Input (Btu) 97,200/68,000 High Heat Input (Btu) 4,000 121,500 AFUE %(xix) Low Heat Input (Btu) 81 81 .Mid Heat Input (Btu) C.--01—> 81 High Heat Input (Btu) 80 81 Steady State efficiency% Low Heat Input (Btu) 81 81 -Mid Heat Input (Btu) 81 High Heatlnput(Btu) _ 80 -81 - -- - - - -- - No. Burners Low Heat Input (Btu) 2 2 -Mid Heat Input (Btu) 2 High Heat Input (Btu) 3 No. Stages Low Heat Input (Btu) 11 1 _Mid Heat Input (Btu) Cp 1 High Heat Input (Btu) 1 2 Gas Supply Line Pressure .Natural (minimum /maximum) 4.5/14.0 LP (minimum /maximum) 10.0/14.0 10.0/14.0 Gas Connection Pipe Size (In) Low Heat 1tL��� 1/2 Mid Heat Cl(2J 1/2 High Heat 1/2 3/4 TRINE' General Data (n 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 suit- able for operation to 320 % / nominal drn. Units are cemfied In accordance with the Unitary Air- Conditioner Equip- ment certification program, which is based on ARI Standard 210/240 except AK (380V/60 Hz). ( EER and/or SEER are rated at MI conditions and In accordance with DOE test procedures. (a) Integrated Part Load Value Is rated In accordance with ARI Standard 210/240 or 360. Units are rated at 80° F am- bient, 80° F entering dry bulb, and 67° F entering wet bulb at ARI rated dm. (�> YSC072A when used M a horizontal application has an EER of 10.1 and System Power (kW) of 6.83. (V) Outdoor Sound Racing shown Is tested In accordance with ARI Standard 270. For additional Information refer to Table 105. (w) Outdoor motor Is 0.40 hp for AK (380V/60 Hz) units. (VI) Outdoor motor is 0.75 hp for AK (380V/60 Hz) units. (Yx0YSC060A3,4,W Oversized Motor and YSC060AK Standard Motor Fan Dlameter Is 12 x 11. 0 ") Motor RPM shown Is low speed. High speed RPM is 1100/1135. 10. Fitter size shown is for low and medium heat models. High heat model filter size recommended Is 20 x 30 x 1. . - Ix) Standard Motor Is 1.00 hp for YSC060AK (380V/60 Hz) units. ( Standard Motor Is 2.00 hp for the YSC072AK (380V/60 Hz) units. (xx) Optional r pleated niters also available. 0 Filter size shown for T/YSC060A3,4,W,K is for low and medium heat models. High heat model filter size recommend- ed ls20x30x1. (' charge Is an approximate value. For a more precise value, see unit nameplate and service instructions. (xv) 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 eleva- tions above 2000 feet, ratings should be reduced at the rate of 4% for each 1000 feet above sea level. Applicable to Gas /Electric units only. (xVOSecond stage/first stage If applicable. inuiMedlum heat Is not available for AK (380V/60 Hz) units. ("`')Second stage/first stage N applicable. (xix)APUE Is rated In accordance with DOE test procedures. RT- PRCO25 -EN (5,6 Tons Standard Efficiency) 19 TRANE' 102 ALTERNATE COICeeCt ORAN a- MIPT Oa HOLE Figure 2. Cooling with Optional Electric Heat and Gas /Electric Models - 3 -5 Tons Standard Efficiency Low and Medium Heat • All dimensions are In Inches /millimeters. ••1/2 NM' Gas Connection - (Y_C Models only); 2- Electrical Connection: Single Point Power When Heat Installed (T C Models only.) M W *gm to ten. W NNNganoe Dimensional Data CONTROL ANO COMPRESSOR ACCEBe PANEL TOP PANEL Wen CONDENSER FAN CdloENeeR cOL umntommooliws Ta' pat) DIA HOLE aaMCEwta!PORT A0f.7aa la' ma, MA NOLO UNIT PURER WIRE rp ellANA.iae Figure 3. Cooling Optional Electric Heat and Gas /Electric Models - 3 -5 Tons Standard Efficien Heat • All dimensions are hes /millimeters. "1/2 NPT Gas Con on - (Y_C Models only); T Electrical Connection: Single Point Power When Heat Installed (T_C Models only.) RT- PRCO25 -EN TRINE 92 MM 102 2' 610 M Dimensional Data 23 1/2' 697 MM Figure 4. Cooling with Optional Electric Heat and Gas /Electric Models 3-5 Tons - Downflow Airflow Supply/Retum - Through the Base Utilities .. !. All dimensions am In Inches /millimeters IIIIoI '°a II i 9 •. W W dW160MaDRON Figu as ectnc Models 3 • ns - Hodzontal Airflow Supply /Retum dimensions are in Inches /milllmeters. CLEARANCE 37' (840 MM) /\ 3n8' 40• (1]32 MMI (1018 MM) CLEARANCE 49' (1218 MMI THROUGH THR' 01 61nr THE RASE GAS Ecl AL v W (Y_ C MODELS vine ONLY) 2MMM (Standard and High Efficiency) s ir arm CAL ROOF OPENING 612' F' 165MM CLEARANCE a HORIZONTAL PLOW - 18' (457 MM) DOWNFLOW 36'9114 MM) (840 WI i «1/ M12' 11130 MM) ilk CLEARANCE 36' 1914 MM) Figure 6. Cooling with Optional Electric Heat and Gas /Electric Models 3-5 Tons - Unit Clearance and Roof Opening * All dimensions are In Inches /millimeters. RT-PRCO25 -EN 103 TRANS' Figure 7. Cooling with Optional Electric Heat and Gas /Electric Models 3-5 Tons - Roof Curb * All dimensions are in inches/millimeters. 24 1a' (619 10.11 14' 356 MM Dimensional Data 911 .114 tra 3/16 16 Mt (411 MIA) 121 /1' (460 MIA (Standard and High Efficiency) 4e. rsi 4s * 1. \ '�N) NR `' �R y�F'Ns- Rj ? ALL FLANGES 1 1/4' (321* Figure 8. Cooling with Optional Electric Heat and Gas/Electric Models 3-5 Tons - Downflow Duct Connections - Field Fabricated * Ni dimensions are In Inches /millimeters. 104 RT-PRCO25 -EN TRANS' Table 128. Maximum Unit & Comer Weights (Lbs) and Center of Gravity Dimensions (in.) Cooling with Optional Electric Heat Units only Unit Basic Model Welghts(0,00 Comer Weights0 Center of Gravity (in.) Model No. Shipping Net A B C D Length Wid 36A 501 409 132 104 79 94 19 TH r 518 426 139 108 84 95 32 19 4 TSC048A 6 434 140 110 91 33 19 THC048A 5•r 468 146 113 97 111 31 20 5 TSCO60A 543 • 1 149 114 99 31 18 THC060A 610 51: 165 124 105 124 31 19 6 TSC072A 824 681 36 119 150 38 21 THC072A 861 718 182 128 173 38 22 7 TSC090A 897 754 257 188 129 180 37 22 TSC092A 899 756 .1 131 162 39 21 THC092A 1000 857 289 222 148 197 38 21 181 40 21 THC102A =- -- 1036 -- -_- 893 -- - 294 - - 233 - 159 207 39 22 81/4 TSC102A 978 10 TSC120A THC120A YSCO36A 6 �[. Z)- ea), $p'3 YHC072A YSC072A 7 YSC090A YSC092A YHC092A YSC102A YHC102A 10 YSC120A YHC120A 1G -ZI- 81/2 10 5 1203 1060 0) Weights are approximate. (11) Same as above. 011) Corner weights are given for Information only. 110 Weights 281 223 880 298 238 158 40 21 982 323 253 178 229 9 22 (0 Weights are approxb 0 Weights do not - • e additional Factory or Reid Installed optlons/accessorles, For optlonfarrnssary additional weights, reference Table 130 to unit weig (111) Comer - are given for Information only. 4C -Zt -833 Table 129. Maximum Unit and Corner Weights (L and Center of Gravity Dimensions (In.) Gas /Electric Units only Unit Model Basic Model Weights (Lbs)( Comer Weights (Lbs) Center of Gravity (In.) Tons Number Shipping Net A 8 C D Length Width YSC048A YSC060A 572 80 151 124 96 109 32 19 159 130 108 109 33 19 169 134 105 114 32 18 878 5 249 193 132 161 39 21 915 772 249 198 141 184 39 22 963 820 273 208 146 193 38 22 965 822 277 222 147 175 40 21 1066 923 306 243 165 210 39 22 1042 899 297 243 165 194 40 21 1100 957 310 252 175 220 40 - 22 1063 958 317 261 177 202 41 21 22 342 277 197 245 40 RTPRCO25 -EN • • TRINE Table 130. Factory Installed Options (FIOPS) /Accessory Weights (Lbs) Net Weight Accessory 3.5 Tons Barometric Relief Belt Drive Motor Coil Guards Dehumidification (Hot Gas Reheat) Coll Economizer Electric Heaters0 Hinged Doors Motorized Outside Air Damper Manual Outside Air Damper Mover Control Oversized Motor Powered Convenience Outlet Powered Exhaust Roof Curb Smoke Detector, Return Smoke Detector, Supply Stainless Steel Heat Exchanger(h) Through the Base Electrical Through the Base Gas Unit Mounted Circuit Breaker Unit Mounted Disconnect ( Weights for options not listed are <5 lbs. (11) Net weight should be added to unit weight when orderin (a) Applicable to Cooling with Electric Heat Units only. (w Applicable to Gas /Electric Units only. Ac -Z►- 64< • : &2S.* AC- zI -salt st}3 = (tC2S# A c -2)- g33 513134t- RT- PRCO25 -EN Weights 38 12 • 15 15 10 20 16 8 5 38 0 4 8 5 5 accessories. To-TA 1, w) act H"1� 6 -10 Tons 10 20 25 36 15 12 30 26 8 . 8 38 80 115 7 5 6 13 5 5 111 ' TRAM' Table 113. Unit Wiring with Gas Heat or Cooling (No Electric Heat) Maximum Fuse Maximum Fuse Unit Model Unit Operating Minimum Circuit Size ar Maximum Minimum Circuit Size or Maximum Tons Number Voltage Range Ampacity Circuit Breaker00 Ampaclty Circuit Breaker T/YSCO36A3 187 -253 414 -506 517 -633 lc._ 9 .. 43 T/YSCO36A4 T/YSCO36AW T/YSC048A3 A c. -93( T/YSC048A4 T/YSC048AW �3 � T/YSC060A3 T/Y5C060A4 � C A w e T/YSC060AW p T/YSC060AK 6 T/YSC072A3 T/YSC072A4 T/YSC072AW T/YSC072AK 71/2 T/YSC090A3 T/YSC090A4 T/YSC090AW T/YSC090AK T/YSC092A3 187 -253 T/YSC092A4 414 -506 T/YSC092AW 517 -633 BVt T/YSC102A3 T/YSC102A4 T/YSC102AW T/YSCIO2AK 10 Tn5C120A3 T/YSC120A4 T/YSC120AW T/YSC120AK RT-PRCO25 -EN 187 -253 414 -506 517 -633 187 -253 414 -506 517 -633 342 -418 187 -253 • 414 -506 517 -633 342 -418 187 -253 414 -506 517 -633 342 -418 187 -253 414 -506 517-633 342 -418 187 -253 414 -506 517 -633 342 -418 Electrical Data Standard Indoor Fan Motor 9.2 7.7 12.8 .8 .5 32.7` 17.6 12.8 23.2 42.7 22.6 17.6 28.4 38.9 20.5 15.5 45.1 24.0 19.5 32.6 52.6 26.9 21.8 32.6 15 15 35 20 15 16.0 25 12.2 15 19.6 30 - 50 25 20 35 60 35 25 40 50 25 20 60 30 25 40 60 35 25 40 Oversize Indoor Fan Motor 20.3 10.4 8.3 26.0 14.4 10.6 33.2 16.3 12.8 34.0 18.2 13.6 45.8 24.1 18.8 29.9 42.0 22.0 16.7 48.2 25.5 20.7 35.6 56.6 28.9 23.5 35.6 30 15 15 40 20 15 50 25 20 50 25 20 60 35 25 45 50 25 20 60 35 25 45 70 35 30 45 Optional Belt Drive Indoor Fan Motor) Maximum Fuse Minimum Circuit Size or Maximum Ampadty Clrcult Breaker 20.6 10.6 8.3 25.3 13.6 10.0 30.3 15.6 11.8 30 15 15 35 20 15 45 25 15 0 ) For standard and oversized motors, HACK breaker per NEC. @) Optional Belt Drive motor applies to 3 -5 ton models only. The Standard Motor for 3 -5 ton models Is Direct Dive. The Standard Motor for 6 -10 ton models Is Belt Drive. 91 Structural Calculations for New A/C Unit 831, 833, 843, 845 Industry Drive Tukwila, WA 98188 P' 1 ra 12 - :Urn RECEIVED CITYOFTUKKA PERMIT CENTS& Prepared for: PRO -STAFF MECHANICAL INC. By D.S. Engineering (Job: 6900) 3121 -147 Place SE Mill Creek, WA 98012 T: 425.338.4776 F: 425.337.7140 A4tJo l�l e ti 20' -0' 25' -0' ROOF FRAMING PLAN SCALE: I /16's PROJECT: 831, 833, 843, 845 INDUSTRY DRIVE TUKWILA, WA 98188 M' -0' mss: 12/09/2008 1 t D . Engineering 3121 141TW PLACE SE MILL CREEK, WA 98012 (T) 425-338-4116 (F) 425 - 331 -1140 • LIx4 (3) in Q . 0 9 b z15 GLB ) 514x21 GLB - (N) 4XI2 1111 tU84I0' DP2 (TT1°) (E) 5Vo x15 GLB � ,q_ n (E) 51'sx21 GLB 67� (E) 5 x15 GLB 7 Ea. [r E ` SAG . -21- (E) 5 GLI4\--AC -2 -843 AC-21-833Igo 51x12 GLB AC -21 -831 ° -) 4x16 • 8' -0' 0 (Ws 6 (Ws 608 (U)Ts 583') (WT.. 608 e ti 20' -0' 25' -0' ROOF FRAMING PLAN SCALE: I /16's PROJECT: 831, 833, 843, 845 INDUSTRY DRIVE TUKWILA, WA 98188 M' -0' mss: 12/09/2008 1 t D . Engineering 3121 141TW PLACE SE MILL CREEK, WA 98012 (T) 425-338-4116 (F) 425 - 331 -1140 SELF DRILLING HEX HEAD (I) -90 SCREW 9 EA. END S ONE fi MIDDLE) .4 I WIRES; 12/09/2006 I "12X3"2' WOOD SCREWS (ONE a EA. END 4 ONE • MIDDLE) NEW 4x12 DF *2 1 W/ 'LU5410' ige NEW A/C A UNIT r SECTION SCALE- 1'= I' -0' NEW CURB (16 GA. MIN) (E) 1 '2' PLYWOOD ROOF SWT'G (E) 2x4 0 24' OC (TYP) (E) 4x12 s S' -0' OC (BEYOND) PROJECT- BUILDING * 21 831, 833, 843, 845 INDUSTRY DR. TUKUIILA, WA 98188 "12X3"2' WOOD SCREWS (ONE e EA. END 4 ONE o MIDDLE) Err (E) 4x16 8' -0' OC (BEYOND) (E) GLU LAM BEAM (SEE PLAN) 8.S. Znelneering 3121 141T1-I PLACE S.E. MILL CREEK, WA 58012 T:4253384116 F:425331.1140 MS. Engineering Design Notes: "International Building Code 2003" (831, 833, 843, 845 Industry Drive, WA 98188) Seismic: Design Category: `D' Site Classification: `D' Design Spectral Acceleration: SDS = SMS * 2/3 = 1.351 SDI = SMI * 2/3 = 0.466 Component Coefficients: ap = 1.5 Rp = 2.5 Ip = 1.0 Wind: 85 MPH, Exposure `B', I = Lou, K = 1.38 Roof: Dead Load: Live Load: Project: New A/C Units @ Existing Roof 3121 147 th Place SE Mill Creek, WA 98012 5 Ton: AC -21 -845: YSC60A: (Wt.: 625 #) 4 Ton: AC -21 -843: YSC48A: (Wt.: 608 #) 3 Ton: AC -21 -833: YSC36A: (Wt.: 583 #) 4 Ton: AC -21 -831: YSC48A: (Wt.: 608 #) Job #: 6900 (7.5 psf. + 4x- Purlin Weight) (9.5 psf. + 5 -1/8" Glu -Lam Beam Weight) 25.0 psf. (Snow) T: 425.338.4776 F: 425.337.7140 Load Table : Purlin: Glu -Lam Beam: Roofing 1.7 psf Roof Sheathing (1/2" Plywood) 1.5 psf Insulation (Glass wool) 0.4 psf Sub - Purlin (2x4 @ 24" oc) 0.7 psf Ceiling (Metal suspension system) 1.8 psf Mech. /Elec. /Misc. 1.4 psf 4x Purlin @ 8' -0" oc Total Dead Load: 7.5 psf Total Dead Load: 2.5 psf 9.5 psf 1 Lateral Analysis: AC- 21.845: YSC060A: 625 #: 5 Ton AC- 21.843: YSC048A: 608 #: 4 Ton AC -21 -833: YSCO36A: 583 #: 3 Ton AC -21 -831: YSC048A: 608 #: 4 Ton $elsmic Dean:: F = ((0.4 a, Sos )x(1 + 2z/h)xW p } /(R = 1.6S = 1.44 W F, MO = 0.3 Sos 1p W p = 0.27 W From: ap = 1.5 I = 1.0 Mean Roof Height (h): 40.0 Ground Motion: S = F, *S = 1.351 Sos = ( * Sus = 0.901 Mech Unit: W = D= H= Weight = F = Check Overturning : T1 = C1 = Fp * (H/2) / W = T2 =C2 =Fp•(H/2)/D = Res = (0.6- 0.2S /2) = (IBS'2003' EQ16 -12) T1 = C1 = (Wind Load"VWH *(Ht2)/D = T2 = C2 = (Wind Load *D *H *(H /2)/W = Res = 0.6x(Unit Weight /2) = = 0.65 W = lb. nt Height (z): Sic/ = Fv Si = 0.715 S = (2/3) *S = 0.477 44.250 in. 69.875 in. (D>VV) 32.250 in. 555.00 lb.( Unit Weight + Misc) 360 Ib. : Building Category 'II' :Seismin Design Category 'D' R'= 360 Ib. W' 1 a 2.5 nth 40.0 ft. 131 Ib: - -> Uplift 83 Ib: - -> No Uplift 117 Ib. Wind Design; Exposure 'B', 85 mph, 40ft (Max. Hei ght) q = 0.00256(1g (K (K (V O = 16.49 psf = 0.76 : Velocity Pressure Exposure Coefficients: ASCE 7 -02: Table 6 -3 K = 1.38 : Topographic Factor: ASCE 7 -02: Figure 6-4 Kd = 0.85 : Wind Directionality Factor, ASCE 7 -02: Table 6 -4 V= 85.00 : Basic Wind Speed I = 1.00 : Importance factor per 'IBC 2003' Table 1604.5 Froth' = (Wind Load)x(D)x(H) = 258 Ib. <--- Control Check Overturning : 38 Ib. —> No Uplift 94 Ib. —> No Uplift 167 Ib. (IBS'2003' E016 -11: Basic Load Combination) r 6.6 coC Q '-t) (* )4C:11/4 z 0.M- < (.0 Lie 41 12bta P w - C®RN I I+�f 1NJ Lateral Analysis: : Building Category 'II' AC -21 -845: YSC060A: 625 #: 5 Ton AC -21 -843: YSC048A: 608 #: 4 Ton AC-21-833: YSCO36A: 583 #: 3 Ton AC- 21.831: YSC048A: 608 #: 4 Ton Seismic Desirmr F, _ {(0.4 a Sp )x(1 + 2z/h)xW p}/(Rpllp) = 0.65 W = 409 Ib. F, 1.6 Sim 1pWp = 1.44 W FnMIN =0.3S = 027 W From: a = 1.5 So = 0.901 R, = 2.5 I,- 1.0 W,= 630.0 Ib. Mean Roof Height (h): 40.0 ft. Comp. Attachment Height (z): 40.0 ft. Ground Motion: S = F *S, = 1.351 S = F„ *S = 0.715 Sos = (2 /3) *S = 0.901 S = (2/3) *S = 0.477 Mech Unit: W= D= H= Weight = Fp = Check Overtuming : T1 = C1 = Fp* (H +14) /2 / D = T2 = C2 = Fp* (H +14) /2 / W = Res = (0 6 -0 2S = (IBS'2003' EQ16 -12) 44.250 in. 69.875 in. (D >W) 33.250 in.Pius 14" Max. Height Curb 630.00 Ib.( Unit Weight + Curb + Misc) 409 Ib. :Seismin Design Category 'D' 138 Ib: - -> Uplift 218 Ib —> Uplift 132 Ib. Wind Design; Exposure 'B', 85 mph, 40ft (Max. Height) g, = 0.00256(K (K (K,) (V (W.. 16.49 psf K� = 0.76 : Velocity Pressure Exposure Coefficients: ASCE 7 - 02: Table 6 - 3 K = 1.38 : Topographic Factor. Assumed K = 0.85 : Wind Directionality Factor, ASCE 7 -02: Table 6 -4 V = 85.00 : Basic Wind Speed I = 1.00 : Importance factor per 'IBC 2003' Table 1604.5 FTCtai = (Wind Load)x(D)x(H +14) = 378 Ib. Check Overturning : T1 = C1 = (Wind Load*W*H *(H +14)/2JD = 57 Ib —> No Uplift T2 = C2 = (Wind Load *D•W(H +14) /2NV= 142 Ib. —> No Uplift Res = 0.6x(Unit Weight /2) = 189 Ib. (IBS'000�33' EQ16 -11: Basic Load Combination) uol c4 12/ s41 LOOP ', _ r �1I air —4 46 (401 x) x-1 - C K kQ4N _ Rev: 580004 General Timber Beam Description (e) purlin I< ate antilever ouglas Fir - Larch, No.2 Base Allow General Information Section Name 4x12 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Full Len ! th Uniform Loads 1 60.00 ft/ft DL #M DL ♦ #/ft Point Loads 6e /' Dead Load 160.0 Ibs Ibs Live Load Ibs Ibs ...distance 3.680ft 0.000ft Center Left Cantilever Right Cantilever Summary ;Deflections i Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max © Left Support Max © Right Support Max. M allow fb 1,245.94 psi Fb 1,581.25 psi Center Span... Deflection ...Location ...LengthiDefl Camber ( using 1.5 a D. Center Left ea Right DL 3.500 in 11.250 in Sawn 1.150 Pin -Pin 40.000 pcf Peed Loaq -0.125 In 7.257 ft 1,415.8 L. Defl) ... 0.188 in 0.000 In 0.000 In Code Ref: 1997/2001 NDS, 2000/20 7.67 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 9.73 iv 71.56 psi Fv 109.25 psi Center Span Left Ca Fc Allow E • Ibs Ibs 0.000 ft Span= 14.75ft, Beam Width = 3.500in x Depth is 11.25in, Ends are Pin -Pin 0.788 ; 1 7.7 k -ft 9.7 k -ft at 7.257 ft at 0.000 ft Total Load -0.427 In 7.316 ft 414.82 LL LL LL Reactions... Left DL Right DL Ibs Ibs 0.000 ft O psi 95.0 psi 385.0 psi 1,700.0 ksi 200.00 #/ft #/ft #/ft Maximum Shear * 1.5 Allowable Shear. 0.64 k 0.56 k Left Cantilever... Deflection ...Length/Deft Right Cantilever... Deflection ...Length/Defl - ►��, - t L - ''{IQ{ t IBC, 2003 N PA 5000. Base a owables a user defined 14.75ft Lu ft Lu ft Lu Ibs Ibs 0.000 ft 0.00 ft 0.00 ft 0.00 ft Ibs Ibs 0.000 ft Beam Design OK 2.8 k 4.3 k @Left 2.12k Right 2.04 k Camber. © Left 0.000 in Center 0.188 in Right 0.000 in Max 2.12k Max 2.04k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 In 0.000 In 0.0 0.0 4 Ibs Ibs 0.000ft Rev: 580004 Description (e) purlin Stress Calcs Bending Analysis Ck 27.890 Le Cf 1.100 Rb Center Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Moment 7.67 k -ft 0.00 k -ft 0.00 k -ft Left Support 2.82 k 25.791 in2 109.25 psi General Timber Beam Sxx CI 73.828 in3 Area 0.000 Sxx Read 58.17 Ina 0.00 in3 0.00 in3 Right Support 2.70 k 24.691 in2 109.25 psi 39.375 in2 Allowable fb 1,581.25 psi 1,581.25 psi 1,581.25 psi 2.12 k Bearing Length Req'd 1.572 in 2.04 k Bearing Length Req'd 1.512 In s i Rev: 580004 General Information Code Ref: 1997/2001 NDS, 200072003 IBC, 2003 NFPA 5000. Base allowables are user defined' Full Len /th Uniform Loads Point Loads 1 Description (E) Beam with New A/C Unit Section Name 5.125x15 Beam Width 5.125 in Beam Depth 15.000 in Member Type GluLam Bm Wt. Added to Loads Load Dur. Factor 1.150 Beam End Fixity Pin -Pin Wood Density 45.000pcf Center Left Cantilever Right Cantilever Dead Load Live Load ...distance Summary 315.0 Ibs Ibs 16.000 It 1 Max. Positive Moment Max. Negative Moment Max@ Left Support Max © Right Support Max. M allow 1b 2,243.68 psi Fb 2,712.30 psi Ibs Ibs 0.000 ft Deflections Center Span... Dead Load Deflection -0.333 in ...Location 10.080 ft ...Length/Deft 721.7 Camber ( using 1.5 • D.L Deft ) ... Center 0.499 In C Left 0.000 in Right 0.000 In 35.93 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 43.44 fv 126.15 psi Fv 276.00 psi General Timber Beam Center Span 20.00 ft Lu Left Cantilever ft Lu Right Cantilever ft Lu Douglas Fir, 24F - V8 Fb Base Allow 2,400.0 psi Fv Allow 240.0 psi FcAllow 650.0 psi E y I 1,700.Oksi k p Ibs 0.000 ft at 10.080 ft at 20.000 ft Total Load -1.058 In 10.000 ft 226.79 Span= 20.00ft, Beam Width = 5.125in x Depth = 15.in, Ends are Pin -Pin Max Stress Ratio 0 1 Maximum Moment 35.9 k -ft Allowable 43.4 k -ft Reactions... Left DL Right DL 0. 000 ft Ibs Maximum Shear * 1.5 Allowable Shear. (A Left Q Right Camber. © Left Center (� Right 2.18 k Max 2.37 k Max Left Cantilever... Deflection ...LengthDefl Right Can0lever... Deflection ...Length/Defl Ibs 0.000 ft Peed Load 0.000 in 0.0 0.000 in 0.0 0.00 ft 0.00 ft 0.00 ft Ibs Ibs 0.000 It Beam Design OK 9.7 k 21.2 k 7.12 k 7.31 k 0,000 in 0.499 in 0.000 in 7.12k 7.31 k T: al Loa 0.000 in 0.0 0.0 Ibs Ibs 0.000 ft 0.000 in 6 1 Rev: 580004 Description (E) Beam with New NC Unit Bending Analysis Ck 20.128 Le Cv 0983 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Moment 35.93 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 9.41 k 34.109 in2 276.00 psi 7.12 k 7.31 k General Timber Beam Sxx CI 192.188 in3 0.000 Sxx Read 158.98 in3 0.00 in3 0.00 in3 @ Right Support 9.70 k 35.136 in2 276.00 psi Bearing Length Req'd Bearing Length Req'd Area 76.875 in2 Allowable lb 2,712.30 psi 2,712.30 psi 2,712.30 psi 2.138 in 2.195 In Rev: 580004 Description (E) Beam with New A/C Unit General Information Section Name 5.125x21 Beam Width 5.125 in Beam Depth 21.000 in Member Type GluLam Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Full Len t th Uniform Loads Point Loads Dead Lo Live Loa ...dlstan Summary Deflections Center Left Cantilever Right Cantilever DL DL DL 1.150 Pin -Pin 45.000 pcf Max. M allow 82.32 fb 1,459.37 psi Fb 2,822.55 psi 315.0 Ibs Ibs -1.000 ft Max Stress Ratio 0 1 Maximum Moment -45.8 k -ft Allowable Max. Positive Moment Max. Negative Moment Max (ff Left Support Max © Right Support Center Span... pead Load Deflection 0.049 In ...Location 8.503 ft ...Length/Defl 4,855.2 Camber t using 1.5 • D.L. Dell ) ... a Center 0.074 in Left 0.163 In Right 0.127 in General Timber Beam Code Ref: 1997/2001 NDS, 20002003 IBC, 2003 NFPA 5000. Base allowables are user defined J 188.00 Stitt 188.00 #/ft 188.00 #/ft 82.3 k -ft 22.77 k -ft at 10.299 ft -14.94 k -ft at 0.000 ft -45.81 k -ft -34.88 k -ft Center Span 20.00 ft Lu 0.00 ft Left Cantilever 5.00ft Lu 0.00 ft Right Cantilever 5.00ft Lu 0.00 ft Douglas Fir, 24F - V8 Fb Base Allow 2,400.0 psi Fv Allow 240.0 psi Fc Allow 650.0 psi E 1,700.0 ksi Total Load -0.216 In 10.180 ft 1,112.58 LL LL LL Reactions... fv 134.72 psi Left DL Fv 276.00 psi Right DL cAttilfg.C, 6 2,370.0 Ibs 4,940.0 lbs -5.000 ft 1,760.0 Ibs 3,700.0 Ibs 24.750 + Ibs Ibs 0.000 ft 494.00 #/ft 494.00 #/ft 494.00 #/ft Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Ibs Ibs 0.000 ft pead Load -0.109 in 1,104.7 Ibs Ibs 0.000 ft cA- c.strv6 girt itm v Span= 20.00ft, Left Cant= 5.00ft, Right Cant= 5.00ft, Beam Width = 5.125in x Depth = 211n, Ends are Pin -Pin Beam Design OK Maximum Shear' 1.5 14.5 k Allowable 29.7 k Shear. @Left 11.12k @Right 8.95k Camber: @ Left 0.163in Center 0.074 in Right 0.127in 6.20 k Max 20.09 k 4.89 k Max 17.19 k Total Load -0.529 in 226.7 -0.085 in -0.459 in 1,414.3 261.7 O Ibs Ibs 0.000 ft 1 Rev: 580000 Description (E) Beam with New NC Unit [Stress Calcs Bending Analysis Ck 20.128 Cv 0.950 Center et Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing € Supports Max. Left Reaction Max. Right Reaction Le Rb General Timber Beam 0.000 ft Sxx 376.688 in3 Area 0.000 CI 0.000 Max Moment Sxx Read 22.77 k -ft 104.21 in3 45.81 k -ft 209.61 in3 34.88 k -ft 159.60 1n3 el Left Support © Right Support 14.50 k 11.72 k 52.535 in2 42.480 in2 276.00 psi 276.00 psi 107.625 in2 Allowable ib 2,622.55 psi 2,622.55 psi 2,622.55 psi 20.09 k Bearing Length Req'd 6.032 in 17.19 k Bearing Length Req'd 5.161 in 9 Rev: 580004 Description General Information (E) Beam with New NC Unit Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 5.125x12 Full Leneth Uniform Loads IL Summary 1 5.125 in 12.000 in GluLam 1.150 Pin -Pin 45.000 pcf Span= 15.00ft, Beam Width = 5.125in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max a Left Support Max fa Right Support Max. M allow ftt 2,028.92 psi tv Fb 2,760.00 psi Fv [Deflections Center Span... Dead Load Deflection -0.222 In ...Location 7.440ft ...Length/Deft 811.2 Camber ( using 1.5 • D.L. Deft ) ... Center 0.333 in Left 0.000 In a Right 0.000 in General Timber Beam Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow Fv Allow Fc Allow E Dead Load 305.0 Ibs 305.0 Ibs the Ibs Live Load lbs Ibs Ibs Ibs ...distance 6.000ft 14.000ft 0.000ft 0.000ft Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined Depth = 12.in, Ends are Pin -Pin 0.735 1 20.8 k -ft 28.3 k -ft 20.80 k -ft at 7.380 ft 0.00 k -ft at 15.000 ft 0.00 k -ft 0.00 k -ft 28 29 121.77 psi 276.00 psi Reactions... Left DL Right DL 15.00 ft ft ft 2,400.0 psi 240.0 psi 650.0 psi 1,700.0 ksi Center DL 188.00 #/ft LL tea- 494.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Maximum Shear " 1.5 Allowable Shear: @ Left Right Left enter l = 9ht 1.76 k Max 1.96 k Max Camber. Total Load Left Cantilever... -0.670 in Deflection 7.500 ft ...Length/De8 268 50 Right Cantilever... Deflection / ...Length/Deft Lu Lu Lu Ibs Ibs 0.000 ft 0.00 ft 0.00 ft 0.00 ft Point Ibs Ibs 0.000 ft 7.5 k 17.0 k 5.46 k 5.67 k 0.000 in 0.333 in 0.000 in 5.46 k 5.67 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 l Ibs Ibs 0.000ft Beam Design OK O 1 Rev: 580004 Description Stress Calcs Bending Analysis Ck 20.128 Cv 1.000 Center a Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing € Supports Max. Left Reaction Max. Right Reaction (E) Beam with New NC Unit Le Rb 0.000 ft 0.000 Max Moment 20.80 k -ft 0.00 k -ft 0.00 k -ft a Left Support 7.18 k 26.029 in2 276.00 psi General Timber Beam Sxx CI 123.000 in3 Area 0.000 Sxx Rea'Q 90.42 in3 0.00 in3 0.00 in3 Right Support 7.49 k 27.134 in2 276.00 psi 61.500 in2 Allowable 1b 2,760.00 psi 2,760.00 psi 2,760.00 psi 5.46 k Bearing Length Req'd 1.640 in 5.67 k Bearing Length Req'd 1.701 in Rev: 580004 General Timber Beam Description (E) Beam with New NC Unit General Information Section Name 5.125x15 Beam Width Beam Depth Member Type Bm M. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Full Len Uniform Loads Center Left Cantilever Right Cantilever LPoInt Loads 1,960,0 Ibs 3,710.0 Ibs -5.000 Dead Load Live Load ...distance Summary Span= 20.00ft, Left Cant= Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max © Left Support Max © Right Support Max. M allow ft/ 2,321.19 psi Fb 2,712.30 psi Deflections Center Span... Deflection ...Location ...Length/Defi Camber ( using 1.5 D a Center Left Right 5.125In 15.000 in Glulam 1.150 Pin -Pin 45.000pcf 1,960.0 Ibs 3,710.0 Ibs 25.000 Dead Load 0.128 In 10.060 ft 1,882.1 .L. Den) ... 0.191 M 0.382 in 0.381 In Code Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined' 188.00 #/ft 188.00 /Oft 5.00ft, Right Cant= 5.00ft, Beam 0.856: 1 -37.2 k -ft 43.4 k -ft 22.85 k -ft at 10.060 ft at 20.000 ft -12.45 k -ft -37.18 k -ft -37.18 k -ft 43.44 fit 162.71 psi Fv 276.00 psi Center Span 20.00 ft Lu Left Cantilever 5.00ft Lu Right Cantilever 5.00ft Lu Douglas Fir, 24F - V8 Fb Base Allow Fv Allow Fc Allow E Ibs Ibs 0.000 ft Total Load -0.598 in 9.940 ft 401.22 LL LL 2,400.0 psi 240.0 psi 650.0 psi 1,700.0 ksi ks -5.--lsrsfr --_ Ibs Ibs 0.000 ft 494.00 #/ft 494.00 #/ft 494.00 #/ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft c tc -* to Beam Design OK Width = 5.125in x Depth = 15.in, Ends are Pin -Pin Reactions... Left DL Right DI. Left CaMllever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length /Deft 0.00 It 0.00 ft 0.00 ft Maximum Shear *1.5 12.5 k Allowable 21.2 k Shear. @ Left 9.11 k Right 9.11 k Camber: © Left 0.382 in Q Center 0.191 in 42 Right 0.381in 5.14 k Max 17.50k 5.14 k Max 17.50 k Dead Load Total Load -0.255 in -1.236 In 470.9 97.1 -0.254 in -1.247 in 472.1 96.2 Ibs Ibs 0.000ft Rev: 580004 General Timber Beam Description (E) Beam with New A/C Unit Stress Calcs Bending Analysis Ck 20.128 Le Cv . 0.983 Rb a Center Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing Supports Max. Left Reaction Max. Right Reaction 0.000 ft 0.000 Max Moment 22.85 k -ft 37.18 k -ft 37.18 k -ft © Left Support 12.51 k 45.321 in2 278.00 psi 17.50 k 17.50 k Sxx 192.188 in3 Area CI 0.000 Sxx Rea'Q 101.09 in3 164,47 in3 164.47 in3 Right Support 12.51 k 45.321 in2 276.00 psi 76.875 in2 Allowable lb 2,712.30 psi 2,712.30 psi 2,712.30 psi Bearing Length Req'd 5.252 in Bearing Length Req'd 5.252 in Rev: 580072 ASCE 7 -02 Earthquake Load Calculations Description 831 Industry Drive Tukwila, WA 98188 Occupancy Category ASCE 7 Table 1 - 1, 2003 !BC Table 1604.5 "11" : All Buildings and other structures except those listed as Category 1,111, and I Occupancy Importance Factor = 1.00 ASCE 7 -02 9.1.4 Seismic Use Group = I ASCE 7 -02 Table 9.1.3 Ground Motion ASCE 7 -02 9.4.1.1, 2003 IBC 1615.1 Latitude = 47.449 deg North Longitude = 122.280 deg West Location : Seattle, King County, WA 98188 Max. Ground Motions, 5% Damping, from USGS 1996 maps : S s = 1.351 g, 0.2 sec response S 1 = 0.466 g, 1.0 sec response Site Classification ASCE 7 -02 Table 9.4.1.2, 2003 IBC Table 16.15.1.1 "D" : Shear Wave Velocity 600 to 1,200 ft/sec = D Site Coefficients Fa & Fv (using straight - line interpolation from table values) Fa = 1.00 Fv = 1.53 Maximum Considered Eartquake Acceleration ASCE 7 -02 Equation 9.4.1.2.4 -1 & 2, 2003 IBC Equations 16-38 & 16 -39 SMS = Fa' Ss = 1.351 S =Fv•S1 = 0.715 Design Spectral Acceleration ASCE 7 -02 9.4.1.2.5, 2 -3 IBC 1615.1.3 Sin S ms* 213 = 0.901 SDI =S *213 = 0.476 M5c ASCE 7 -02 9.4.1.24, 2003 !BC 1615.1.2 Seismic Design Category = D ASCE 7 -02 9.42.1, 2003 !BC 1616.3 ( SDS is most severe ) Basic Seismic Force Resisting System ASCE 7 -02 Table 9.5.22, 2003 IBC Table1617.6.2 NOTE! See ASCE 7 -02 for all applicable footnotes. Response Modification Coefficient " R " = 0.00 Building height Limits System Overstrength Factor " Wo " = 0.00 Category "A & B" Limit: Limit = Deflection Amplification Factor " Cd " = 0.00 Category "C" Limit: Limit = Category "D" Limit: Limit = Category "E" Limit: Limit = Category "F" Limit: Limit = G= 0.50 Wood Screws Size #6 #7 #8 #9 #10 #12 #14 #16 Diameter 0.138" 0.151" 0.164" 0.177" 0.190" 0.216" 0.242" 0.268" W 98 107 117 126 135 154 172 191 W 70 73 76 84 90 96 110 123 137 W 105 77 115 125 135 145 165 184 205 W140 80 153 167 180 193 220 246 273 W 210 89 229 251 270 289 330 369 410 W245 100 268 293 315 338 385 430 478 W280 306 334 360 386 440 492 546 W 350 382 418 450 482 550 615 683 W 420 459 502 540 579 660 738 819 G= 0.50 Wood Screws Size #6 #7 #8 #9 #10 #12 #14 #16 Diameter 0.138" 0.151" 0.164" 0.177" 0.190" 0.216" 0.242" 0.268" 20 ga. 54 55 58 - - - - - 18 ga. 73 74 78 - - - - - 16 ga. 77 86 97 108 108 - - - 14 ga. 80 89 101 118 126 148 142 - 12 ga. 89 97 110 126 136 167 174 - 10 ga. 100 108 121 137 148 179 193 - Withdrawal Load for Wood Screws: W' W p (product of adjustment factor per Table 10.3.1) = (W)X(P)X( CD CM Ct C Cm W : (from NDS Table 11.2A) p = effective thread penetration (in) :assume 2/3 of Wood Screws Length. CD: C C,: 1.60 (Wind /Earthquake) 1.00 (see NDS Table 10.3.3) 1.00 (see NDS Table 10.3.4) Adj. Factor= 1.07 Adj. Factor 1.07 Cp C : 0.67 (see NDS 11.5.2) Min. 4D Req'd 1.00 (see NDS Table 10.3.3) Lateral Load for Wood Screws: Z' = Z (product of adjustment factor per Table 10.3.1) Z CD CM CtCa CA C o g Co Cm Z: (see NDS Table 11K) CD = 1.60 (Wind /Earthquake) C = 1.00 (see NDS Table 10.3.3) C, = 1.00 (see NDS Table 10.3.4) C = 1.00 (see NDS 10.3.6) CA = C 1g = Cai = Cm = (see NDS Table 11M) (see NDS Table 11.2B) 1.00 " Length 1.50 " Length 2.00 " Length 3.00 " Length 3.50 " Length 4.00 " Length 5.00 " Length 6.00 " Length 1.00 (4D per NDS Table 11.5.1A) 0.67 (see NDS 11.5.2) 1.00 (see NDS 11.5.3) 1.00 (see NDS 11.5.4) 10D Penetration Min. If less than 10D Penetration multiplied p /10D : 2L/3 1.50 " Length 1.00 " 2.00 " Length 1.33 " 2.50 " Length 1.67 " 3.00 " Length 2.00 " 3.50 " Length 2.33 " 4.00 " Length 2.67 " Screw Section Size Gouge No. 12 (d =0.209 ") No. 10 (d= 0.183") No. 8 (d =0.161') No. 6 (d= 0.135 ") Shear Pullout Shear Pullout Shear Pullout Shear Pullout 25 74 50 69 44 65 39 60 32 20 185 92 173 81 163 71 149 60 78 276 120 258 105 242 93 222 78 16 387 151 i 363) ® 341 116 N/A N/A 14 548 190 513 166 N/A N/A, N/A N/A Min. Edge Dist. And 11/16' 9/16' 1/2" 1/2' 0.C. Spacing Mac � 1 s000,yi !s•. BUGLE HEAD - SELF DRILLNG For drywall attachment to metal studs and joists. Also used for attaching cabinets through gypsum board and insulation board. Metal thickness - 20, 18 16 and 14 gauge. BUGLE HEAD For drywall attachment to metal studs and joists. Also used for attaching cabinets through gypsum board and insulation board. Metal thickness - 25 and 20 gouge. WAFER HEAD - SELF DRILLNG For metal to metal Iraming connections when drywall, plywood and other similar wall materials ore used on m -Col studs and joists. Metal thickness - 20, 18, 16 and 14 gouge. WAFER I-EAD For metal to metal framing connections when drywall, plywood and other similar wall materials are used on metal studs and joists. Metal thickness - 25 and 20 gauge. HEX HEAD - SELF DRILLNG For attaching steel deck, backup plates, door frames, to metal framing and structural connections. Metal thickness - 20, 18, 16 and 14 gouge. lathers channel PAN HEAD - SELF DRILLING For attaching steel deck, backup plates, door frames, lathers channel to metal framing and structural connections. Metal thickness - 18, 16 and 14 gouge. Notes: 1. Al values based on connected ports having a minimum yield stress, Fy =33 ksi and a minimum ultimate s ress, Fu =45 ksi. 2. W en connecting mote iols of different gouge thickness, use loads shown for the lighter gouge. 3. �... Applied shear loads may be multiplied by, -; 'tdr wind or cart quake loads per AISI A4.4. 4. For screws in tension, the head of the screw, or washer if provided, shall hove o minimum diometer of 5/16 inch. -53- TRAIN' 102 WOW ma 1 r knizi TW. 14 PT OM IPRR LOOIPIPUON ACCESS Figure 2. Cooling with Optional Electric Heat and Gas /Electric Models - 3-5 Tons Standard Efficiency Low and Medium Heat • M dimensions are in Inches /millimeters. "1/2 NPT Gas Connection - (Y_C Models only); 2" Electrical Connection: Single Point Power When Heat Installed (T _C Models only.) ALTERNATE OEDascl DRAM D1.141PTOM NOLO 11 Pr lW COPPCnON IN IRRMSCONCO ION Dimensional Data tilt oaNmfL AND COMPRESSOR ACCESS PANEL TOP PANEL TOP PANEL %1124 20 CONDENSER WI 11 9 / W CONDENSER PAN COIDEMA COL WET CONTROL VANE M HOLE MOS ESL E WOW ArmICO9a 1161 1111141) UPI NPR marmot VANE f P11ae mans Ac ► - 4 CONDENSER COL UPC ODPO ROLEae WEtmrt WOW Pair AacE S 1 w PPPO DIA HOLE ASST POSTER RIPE E• P+MS OU11o1R Figure 3. Cooling Optional Electric Heat and Gas /Electric Models - 3-5 Tons Standard Efficien Heat • All dimensions are hes /millimeters. • "1/2 NPr Gas Co on - (Y_C Models only); 2" Electrical Connection: Single Point Power When Heat Installed (T C Models only.) Mir RT- PRCO25 -EN TRANS' Table 128. Maximum Unit & Comer Weights (Lbs) and Center of Gravity Dimensions (in.) Cooling with Optional Electric Heat Units only 0) Weights are approxl 00 Weights do not 1 • to unit wel 0 ") Comer - are given for information only. ( Weights are approximate. ( Same as above. (111) Comer weights are given for Information only. 110 Unit Model No. Basic Model Weights(0 00 Shipping Weights A c i -4 Corner Weights Center of Gravity (in.) 880 298 238 158 982 323 253 178 229 • 0. THC 4 TSC048A THC048A 5 TSC060A THCO60A 6 TSC072A THC072A 7 TSC090A TSC092A THC092A 81/2 TSC102A THCIO2A 10 TSC120A THC120A 5 •r 543 610 824 861 897 899 1000 978 1036 10 Net 5 681 718 MITER Or GRAVITY WIDTH A 8 382 C 754 257 188 756 857 129 131 148 D 97 111 99 105 124 119 150 128 173 180 162 197 181 207 Length 32 Width 19 19 33 19 31 20 31 18 31 19 38 21 38 22 37 22 39 21 38 21 40 21 39 22 40 21 9 22 additional Factory or Field Installed options /accessories. For option /accessory additional weights, reference Table 13 NNOTN Table 129. Maximum Unit and Comer Weights (Lbs) and Center of Gravity Dimensions (In.) Gas /Electric Units only Unit Model Basic Model Weights (Lbs)('),( Corner Weights (Lbs)( " Center of Gravity (In.) Tons Number Shipping Net A B C D Length Width t�' -3 YSCO36A 572 480 151 124 96 109 32 19 _ Y5C048A 597 05 159 130 108 109 33 19 " ) / YSC060A 614 22 169 134 105 114 32 18 G ' 6 Y5C072A 578 35 249 193 132 161 39 21 YHC072A 915 772 249 198 141 184 39 22 7K Y5C090A 963 820 273 208 146 193 38 22 Y5C092A 965 822 277 222 147 175 40 21 YHC092A 1066 923 306 243 165 210 39 22 8Y2 YSC1O2A 1042 899 297 243 165 194 40 21 THC102A 1100 957 310 252 175 220 40 22 10 YSC12OA 1063 958 317 261 177 202 41 21 YHC120A 1203 1060 342 277 197 245 40 22 FIT- PRCO25 -EN • • TRANS' Weights - Table 130. Factory Installed Options (FlOPS) /Accessory Weights (Lbs) 1111111 Net Weight Accessory 3 - S Tons 6 -10 Tons Barometric Relief V ' 10 Belt Drive Motor 38 — Coll Guards Dehumidification (Hot Gas Reheat) Coil Economizer Electric Heaters Hinged Doors Motorized Outside Alr Damper Manual Outside Alr Damper Rover Control Oversized Motor Powered Convenience Outlet Powered Exhaust Roof Curb Smoke Detector, Return Smoke Detector, Supply Stainless Steel Heat Exchanger{Nl Through the Base Electrical Through the Base Gas Unit Mounted Circuit Breaker Unit Mounted Disconnect 00 Weights for options not listed are e5 lbs. ee Net weight should be added to unit weight when orderin pa) Applicable to Cooling with Electric Heat Units only. (w) Applicable to Gas /Electric Units only. A c Ac RT-PRCO25 -EN TO1A 1 — WI Gct ►}TS d o s # AC 1 -4' 12 15 15 10 20 16 8 5 38 CS 5 4 8 5 5 led accessories. 20 25 36 15 12 30 26 8 8 38 80 115 7 5 6 13 5 5 5 MIcc6 111 SPECIES AND COMMERCIAL GRADE SIZE CLASSIFI• CATION ALLOWABLE UNIT STRESSES IN POUNDS BIDS )ER WHICH ORADED EXTREME FIBER IN BENDING "F p " Tension Fennel to Oreln "F llorlsontel Shear Compmis Mon pendlear to Ovaln < Compote- to Grain ELASTICRY Engl. mend Uwe (Single) Repetitive- member Uwe COAST SPECIES (Surfaced dry or surfaced green. Used 95 455 Select Structural Select Structural 2400 15C0 1700 875 65 1100 Dense No. 1 No. 1 2' to 4' 1250 1450 750 65 No. 1 2' to 4" No. 2 thick 1050 1200 625 65 y N 700 Dense No. 2 thick No. 3 2" to 4" 575 675 350 65 No. 2 2' to 4' Appearance wide 1250 1450 725 65 No.3 wide Stud 925 575 675 350 65 Appearance Construction 2' to 4' 730 875 450 65 245 BW 1,203,101 Standard thick 425 500 250 65 245 650 1,200,000 2' t 4' Utility 4' wide 200 225 125 65 245 425 1,200,000 25-2 600 675 350 95 385 Utility (See footnotes Select Structural 325 1300 1500 383 65 245 975 1,503,000 2through9, No. 1 2' to4" 1100 1250 65 - 245 875 1,500,000 11, 13, No.2 thick 900 1050 65 245 750 1,400,000 15 and 16) No. 3 and Stud 5' and 525 600 65 245 475 1,200,000 No. 1 Appearance wider 1100 1250 65 245 1050 1,500,000 Dense No. 2 Select Decking 1250 1450 — — 245 — 1,500,000 wider Commercial 1050 1200 — — 245 — 1,400,000 1500 DOUGLAS FIR -LARCH DOUGLAS FIR -LARCH (Surfaced dry or surfaced (North) green. Used at 19% max. - m.c.) DenseSelectStructural 2450 2800 1400 95 455 Select Structural 2100 2400 1200 95 385 Dense No. 1 2050 2400 1200 93 435 No. 1 2' to 4" 1750 2050 1050 95 385 Dense No. 2 thick 1700 1950 1000 95 435 No. 2 2' to 4' 1450 1650 850 93 385 No.3 wide 800 925 475 95 385 Appearance 1750 2050 1050 93 385 Stud 800 925 475 95 385 Construction 2' t 4' 1050 1200 625 95 385 Standard thick 600 675 350 95 385 Utility 4' wide 275 325 175 95 383 Dense Select Structural 2100 93 455 Select Structural 1800 95 385 - Dense No. 1 2' to 4' 1800 95 455 No. 1 thick 1500 95 385 Dense No. 2 5" and -'- 93 435 No. 2 No. 3 and Stud wider / 1230 93 385 Appearance 1500 9 385 TABLE NO. 25 A 1— ALLOWABLE UNIT STRESSES—STRUCTURAL Allowable Unit Stresses for Structural Lumber —VISUAL (Normal loading. See also Section 2504) ( 0 0 0 m m m 0 z 01-02 -2007 PETER CRELLEY PO BOX 33370 SEATTLE WA 98133 RE: Permit No. M06 -179 831 INDUSTRY DR TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code and/or the International Mechanical Code, every permit issued by the Building Division under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve one or more extensions of time for additional periods not exceeding 90 days each. Extension requests must be bt writnz and provide satlsfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 02/20/2007 , your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: 414 Pennit File No. M06 -179 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Laricaster, Director • • • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 • Fax: 206- 431 -3665 ACTIVITY NUMBER: M06 -179 DATE: 08 -17 -06 PROJECT NAME: RREEF, BUILDING 21 SITE ADDRESS: 831 -845 INDUSTRY DR X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: 0 011 (I Pi 0$ Fire Prevention 8u71d ifig Division Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Notation: REVIEWER'S INITIALS: Documents/routing slip.doc 2 -28-02 ,PERMIT COORD COPY ‘, PLAN REVIEW /ROUTING SLIP Structural Incomplete ❑ DUE DATE: 08-22-06 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route ❑ Structural Review Required ❑ No further Review Required Approved with Conditions DATE: DUE DATE: 09 -19 -06 Not Approved (attach comments) ❑ DATE: Planning Division Permit Coordinator C Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License PROSTMI072NG Licensee Name PRO STAFF MECHANICAL INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601038859 Ind. Ins. Account Id 52073600 Business Type CORPORATION Address 1 PO BOX 33370 Address 2 City SEATTLE County KING State WA Zip 98133 Phone 2063610071 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 8/7 /1993 Expiration Date 6/30/2008 Suspend Date Separation Date Parent Company Previous License PROSTHA I36NJ Next License Associated License Business Owner Information Name Role Effective Date Expiration Date ALMO, LEONARD L PRESIDENT 08/07/1993 Bond Amount ALMO, PENNY VICE PRESIDENT 08/07/1993 103645389 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date #7 TRAVELERS CAS & SURETY CO 103645389 08/07/2001 Until Cancelled 512,000.00 07/30/2001 Look Up a Contractor, Electrician or Plumber License Detail Page 1 of 3 \r' Washington State Department of Labor and Industries General/Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= PROSTMI072NG 08/24/2006 Upper Roof (2" Floor) row_ AC- 21-845 12.X 12. ISS Cr ci (q -'Tyr) AC -21 -845 (New 5 -Ton) DRAWING HVAC NOTES: R = RELOCATE E =EXISTING P.O.C. = POINT OF CONNECTION TO EXISTING CD = CEILING DIFTVSER RG = REWRN GRILLE TG = TRANSFER GRILL 150 Gfr~ HVAC ROOF PLAN SCALE: I /8" =1'-0" iGf �rl 1`r) REMOVE THE EXISTING 20 —TON AC UNIT & REPLACE WITH FOUR NEW ROOFTOP GAS PACKS. AC-21-833 AC -21 -833 (Ncw 3 -Ton) 833 . AC-21-831 NEW TRANE ROOFTOP PACKAGE EQUIPMENT SCHEDULE AC- 21-831 AC-2I433 AC- 21-843 AC-21445 MODEL # COOLING (BTUII) COOLING SEER HEATING INPUT HEATING OUTPUT ELECTRICAL 208 -2301a MCA = 23.9 FUSE =35 MCA = 31.5 FUSE = 50 MCA =17.9 FUSE =25 MCA = 23.9 FUSE = 35 WEIGHT (LBS.) EXISTING CONSTRUCTION EQUIPMENT NOTES: 1. Economizer. 2. Barometric Relief Air Damper. 3. Factory roof curb. 4. 7 -Day programmable night setback thermostat with 5 degree dead -band capability. 5. Outside air intake to be 10' - 0" from all exhaust outlets, gas flues & plumbing vents. Sunder WA. SCOPE OF WORK: ♦ Remove & dispose of the existing 20 -Ton AC unit per EPA guidelines. Cap the existing roof curb with a sheetmetal cap or roof over. • Supply & install four new Trane gas/electric AC units with factory roof curb, economizers and programmable thermostats. • Suite 831: 4 -Ton; Suite 833: 3-Ton, Suite 843: 4 -Ton, Suite 845: 5 -Ton ♦ New supply air ductwork tied into the existing supply air ductwork at each VAV box location. &&sting VAV boxes to be removed. ♦ Remove & dispose of the existing: return air ductwork, supply air ductwork up- stream of the VAV boxes, VAV boxes & duct heaters. ♦ Remove all the existing wall mounted thermostats and cover holes with wall cover plates. • Rooftop gas piping tied into four new separate tenant gas meters. ♦ Equipment start-up & test. ♦ Air balance and report per code. SITE PLAN: VICINITY MAP: BUILDING #21 $0, 4T: w 0 277.1 7 J OB # V 4 tt 0 0 w e-1 N DRAWN P C. DATE 1 /oc REVISIONS •