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Home My WebLink AboutPermit M04-091 - THE LIGHT BRIGADETHE LIGHT BRIGADE 837 INDUSTRY DRIVE M04 -091 Z rgc Ci! U O: U U; to W N W; WO. O. 1- O Z D`•. N` 0 H. W ~ -- O: • Z: uJ UNi HH. z • City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2523049034 Address: 837 INDUSTRY DR TUKW Suite No: Tenant: Name: THE LIGHT BRIGADE Address: 837 INDUSTRY DR, TUKWILA WA Owner: Name: CALWEST INDUSTRIAL PROP Phone: Address: C/O DELOITTE & TOUCHE LLP, 2235 FARADAY AVE #0 Contact Person: Name: PETER CRELLEY Phone: 206 - 361 -0071 Address: PO BOX 33370, SEATTLE WA Contractor: Name: PRO STAFF MECHANICAL INC Phone: 206- 361 -0071 Address: PO BOX 33370, SEATTLE WA Contractor License No: PROSTMI072NG Expiration Date:06 /30/2004 DESCRIPTION OF WORK: INSTALL 4 NEW PACKAGED GAS /ELECTRIC A/C UNITS, ASSOCIATED DUCT WORK, GRILLES, DUCT SMOKES, TWO CEILING EXHAUST FANS, ONE 2-TON DUCT -LESS A/C SYSTEM, GAS PIPING. Value of Construction: $28,790.00 Type of Fire Protection: Permit Center Authorized Signature: 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. Date: 4 ( 2 ( / t. ° y Signature: ) � M Print Name: 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. doc: Mech ( 1 - e - ) 9 1 0 , _ 7 MECHANICAL PERMIT M04 -091 Permit Number: M04 -091 Issue Date: 06/21/2004 Permit Expires On: 12/18/2004 Fees Collected: Uniform Mechnical Code Edition: $142.81 1997 Date: Printed: 06 -21 -2004 z z . w o: 2 00 u) W w J. • w w 0 2 J z � I- O w � uj 2 o. U O N = L I O W Z N U O z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 2523049034 Address: 837 INDUSTRY DR TUKW Suite No: Tenant: THE LIGHT BRIGADE PERMIT CONDITIONS Permit Number: M04 -091 Status: ISSUED Applied Date: 06/04/ 2004 Issue Date: 06/21/2004 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. doc: Conditions * *continued on next page ** M04 -091 Printed: 06 -21 -2004 Signature: 1 4--6( { City of Tukwila 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. Print Name: 1:::-Z2 7 y doc: Conditions Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Date: 6r2_/ /vy M04 -091 Printed: 06 -21 -2004 0o . No; Cl) w w 0 g -J co . �. -a w z O ff. ui w U0 O N CI F— w W'. H' tL Z ' U N ` =' . z SITE`IO. Site Address: 3 3 7 r pa. t ✓r:. Tenant Name: T 11- r.-_ L I 014-.- ' B1Z11,40 , = Property Owners Name: Mailing Address: CO C I-t ►_ 13.1 Name: Mailing Address: P. D, 'No. .3' 0 E -Mail Address: r e 1'>Zo- -/TAFt= Me... 4 A 14-Ac. • c:an1 Company Name: Mailing Address: P. u_ T '33'37 0 Contact Person: Ifs Company Name: N Mailing Address: 22 Z — C.4 VC-- Contact Person: M EL r xe 2 �E NGINEER PF..rRE;C ( Company Name:. . Mailing Address: \applicationa\pennit application (3 -:f03) 3/2003 CITY OF TUKWIL `1 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** planspus• m kD.. SiT� )i)cal TAC'I?PERS .GEN RACTORR.INFORMATIO rev-- S i A-l�r ME.,.:HAN E -Mail Address: 1 Y ,t_ e )"'tZv— , A P c 1a141e-AL- • c:-, 0 .1 Fax Number: 2oL - 36/ - u4- 2-4 Contractor Registration Number: pg. c T /910 .7 21 Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** = AIC p ps mustrbe y retatatuped'by o Recori t. ;r�ZL Mtr Lc. u IVA v4 3 City' - State Zip Day Telephone: 4 2-C — (, 70 • 1.70 G- E -Mail Address: - Fax Number: Page I King Co Assessor's Tax No.: 2 - Suite Number: 32 - .9 1 17 Floor: New Tenant: .... Yes D ..No City ed' b�% E ng!neer o�1li State Day Telephone: (LAT 1.6 City Fax Number: - 2-0z) - =3101 - U u 7 I S k. ATT L =. 1A,A 9 e /'3 City State Zip Day Telephone: 2- o . - 361 - ov'7 I ecor Fax Number: W /2 State C fei Zip 2 J v - "" / — 42 - 7 / 9 Zip City State Zip Contact Person: D - Telephone: E -Mail Address: %appliations \permit application (3-2003) 3/2003 Valuation of Project (contractor's bid price): $ ORMA'I�""' `30 ct 31: 367 . 14 rl� iry < y Page 2 Existing Building Valuation: $ Scope of Work (please provide detailed information): Will there be new rack storage? ❑ ..Yes ❑ .. No If "yes ", see Handout No. for requirements. ,rovide AIIBuilding Areas in :.. , ' Floor -: �2A° Floor; 'g.BaSe ent Accesory;Stiucturet Attached‘Garat;e :Detached;Garage Attached Carport . Detached Carpo 'Covered Deck:: Uncovered:Deck ntenor etnodel Addition`.to Existttig: Structure • Type of _ Construction • Type of Occupancy Per UBC. 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? ❑ ....Yes ❑ ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑ ..Automatic Fire Alarm ❑..None ❑ . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ..Yes ❑ ..No If"yes", attach list of materials and storage locations on a separate 8 -1/2 x I1 paper indicating quantities and Material Safety Data Sheets. PERMIT; IN31.1111YIATI ON. Scope of Work (please provide detailed information): please:refer,td Public :Works Bulletin. #l' forleekand estimate sheet. : Water District ❑ ...Tukwila 0... Water District # 125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑... 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) ❑ .. Maintenance Agreement(s) ❑... Hold Harmless Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for Tess than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction /Excavation/Fill - Right-of-way Non Right -of -way ❑...Total Cut ❑ ...Total Fill Upplicationalpermit application (3.2003) 3/2003 cubic yards cubic yards ❑..: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 11 tf 11 Call before you Dig: 1- 800 - 424 -5555 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ff WO# WO# WO# Private Private ❑ .. Highline ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ ...Renton ❑ .. 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 ❑ ...Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) Day Telephone: City State tip Day Telephone: City State Zip Page 3 r Unit Type; : Qty Unit Type: .. Qh' Unit Type: Qty, : or er ompressor: Qty . Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Fumace>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 H 2064 314367 a v:c ',:A k ?' «. 1 + •r ya I , ":L r <, - : ,iq' q t t t -: •,j MECHANICAL CONTRACTOR INFORMATION Company Name: Pga -- -5-14 44.4 cat.. Mailing Address: - 33`3 7 t, 4 /1 i Tf 1./R / 77; _3 City State Zip Contact Person: P /_T y Day Telephone: 2, , - 3L I - a ? / E -Mail Address: p ; r,z cZ rg.a • - -5 TA)sr: ed4AN tckL C ,r l Fax Number: 2 06 - O4 Zit Contractor Registration Number: P Z i ► i a 7 Z'. C -, Expiration Date: l =' /'" J /�4 **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): $ �, 7 e l 0 Scope of Work (please provide detailed information): 4 pA C-11 PA c-f Ac,t: 2 elf; SA LI - , O)4 s ; A /A T IS pt, (-)R )LLE: 5, i) .5 - Two s :r 1 1,1 1 ( Exi - )Avy j A+) „ OJ 2 - T » pv6T — Liss Ar_ 5�I5n_M (,41-S I'►r'» Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New ....T. Replacement .... ❑ Fuel Type: Electric ❑ Gas ...TB Other: Indicate type of mechanical work being installed and the quantity below: ;P,,:.ERM1:.I PPLICATIQN UTE iphcalilerto rill perml� >ttn this appucatioq, 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 0 OR AUTH IZED AGENT: Signature: Date Application Accepted: \applicationa\petntit application (3.2003) 3/2003 r Page 4 Date: cis f o, Print Name: REPPI Day Telephone: Zo v - "'SCE/ - 0Gv 7/ Mailing Address: U.. City State Zip Date Application Expires: Staff Initials: City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Payee: PRO -STAFF MECHANICAL INC Payment Check 8145 ACCOUNT ITEM LIST: Description MECHANICAL - NONRES PLAN CHECK - NONRES RECEIPT Parcel No.: 2523049034 Permit Number: M04 -091 Address: 837 INDUSTRY DR TUKW Status: APPROVED Suite No: Applied Date: 06/04/2004 Applicant: THE LIGHT BRIGADE Issue Date: Receipt No.: R04 -00751 Payment Amount: 142.81 Initials: SKS Payment Date: 06/21/2004 01:33 PM User ID: 1165 Balance: $0.00 TRANSACTION LIST: Type Method Description Amount doc: Receipt _..._.. 142.81 Account Code Current Pmts 000/322.100 114.25 000/345.830 28.56 Total: 142.81 21.25. 06/23 9716 TOTAL 142.01• Printed:_ 06.21 -2004 fP �, j C �� r i �At Type of I ection: I N,.11 e Date Called Special Instructions: r Date Wanly: L � i b a.m. p.m• Requester: r Phone No: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Insp or: t No.: INSPECTION RECORD Retain a copy with permit El Corrections required prior to approval. tv<ri- (A,PryvvT P 7.00 REINSPECTION F d at 6300 Southcenter 'Date: (206)431 - 3670 Date: AA )Ct.{._ I . 7 -2 3 01 / E REQUIRED. P for to inspection, fee must be lvd., Suite 10 . Call to schedule reinspection. P of ct: I / Typer } hspection: ..... Ad pale Called: / ice 0 if Sp i Instructions: Date Wanted: ( "r>t° � /� pi,/ p.m. Requester: j} d �rnm ,` Phong�Noo (^ , /) o' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit orrections required prior to approval. Date; ' 5 REINSPECTION FEE EQUIRED. Priolto inspection, fee must be at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: 'Date: Pro' / �, li f D ype of 1 pectin ;c iii 64 Ad s . Us ,c Date Called: `7 , ;a 9 .. Special Ins Date Wanted. V O , y p.m. Requester: �(\ , ^^ vv r 1 Phone /No:: C. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 IAAp proved per applicable codes. Corrections required prior to approval. COMMENTS: Dat 7 1:5,, ctor: -t ( ..� - l(47.00 REINSPECTIO FEE REQUIRED. f �rior to inspection, fee must be r paid at'6300 Southcenter Blvd., Suite 10a Call to schedule reinspection. eceipt No.: 'Date: COMMENTS: b R L6- , e_ ! 03 U/ A lieru i --v �l 14 f +-(' + L& -®-cam .0 12Q te,P IL s Date Date Called..7 c p O Lf : ) - ' 1 Pc I At 1, e-e i 1 eve +0 a itia1. Requester: Php a No/: {��(�l n e3O L r �'�3 "' " l �1' .,..3.) ..p - I - C.? 1 LfJ re ts uLre •`S 1 e2 cwt-- t...(.. (.4 2- em {-. i ?eww; k /� 4,1 0 4. J Y'e u iv e0 , � 1 -(0.k — A DP N , Tyke ofl spec ion: / ( f�(3ef A lieru i --v �l 14 f D Date Date Called..7 c p O Lf Special Instructions: Date Wanted � rn, 0. () Requester: Php a No/: {��(�l n e3O L r �'�3 "' " l �1' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. • INSPECTION RECORD Retain a copy with permit t (206)431 -3670 Corrections required prior to approval. Date: ) ector: 47.00 REINSPECTIO FEE REQUIID. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Z 3V 00 co 0 to w • u. w O u. w I- _ . Z � : ZO O w U o I- wW H U i ..Z 1 Structural Calculations for New A/C Units 849 Industry Drive (B/D #21) Tukwila, Washington CITY OF TUKWt1A APPROVED JUN 1 8 2004 D J LD1NG DIVISION Prepared - for: PRO -STAFF MECHANICAL INC. By D.S. Engineering (Job: 4300) 3121 -147 Place SE Mill Creek, WA 98012 T: 425-338-4776 F: 425-337-7140 CITY OF TUKWILA u PERMIT CENTER fl71Y/& 2 —STORY (NO NEW UNITS (0 e.75oa1 CL8 (E) 11.75u21 CLB 1 (E) 5.75od1 OMB (E) L75et21 GUI (E) 5.75oa1 GIB (0 3.50.5 NNE COL (OW) 0 In 5' - 0" 10 SO 5' -0' • 160' -0' 10 ' - , - n . 5' -0' ' -0• 10' -0" saa1s 1Er IMIS • 1100F 2. WE AluS Meet oOUNA2 #2 0. 075 psi) ROOF FRAMING PLAN 3. UK P.T. aM 111111113! nit et elm WM M9 SCALE 1/1V 1'-0' PROJECT; 849 INDUSTRY DRIVE TUKWILA, WASHINGTON NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR This NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. EXPIRES 12 -9- 5'-0' D.S. Engineering 3121 147TH PLACE S.E. MILL CREEK, WA 98012 T) 425- 338 -4776 (F) 425- 337 -7140 tAm csi io % co = U v i H CD 2 W 0= 0 d' z3 • ones 124 EXIST GLU —LAM BEAM (SEE PLAN) EXIST 4x14 PURUN (SEE PLAN) PROJECT: 849 INDUSTRY DRIVE TUKWILA. WASHINGTON USE TOTAL (4) -1/4" DIA. (3" LONG) LAG SCREWS W/ FENDER WASHER BETWEEN MECH. UNIT CURVE TO 4x— OR GLB (PROVIDE ONE SCREW 0 EA. CORNER) EXIST PLYWOOD ROOF SHT'G f NEW 4x6 BETWEEN 4x14 PURUN W/ SIMPSON 'LUS46' HANGER NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. D.S. Engineering 3121 147TH PLACE S.E. MILL CREEK, WA 98012 (T) 425 - 338 -4776 (F) 425 - 337 -7140 P.T W/ LA 2x4 (FLAT 3.5' LONG) (2) -1/4" DIA. (4" LONG) SCREWS (24" OC) NEW MECH. UNIT EXIST 4x14 PURUN (SEE PLAN) SECTION SCALE: 1"= 1' -0" PROJECT: USE TOTAL (4) -412 (2.5" LONG) SCREWS BETWEEN UNIT AND 2x4'S (PROVIDE ONE O EA. CORNER) P.T. 2x4 (FLAT 3.5' LONG) W/ (2) -1/4" DIA. (4" LONG) LAG SCREWS (ONE 0 EA. 2x4) EXIST PLYWOOD ROOF SHT'G EXIST 2x4 SUB -PURUN 849 INDUSTRY DRIVE TUKWILA, WASHINGTON D.S. Engineering 3121 147TH PLACE S.E. MILL CREEK, WA 98012 (T) 425 -338 -4776 (F) 425 -337 -7140 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Load Table : Roofing 2.2 psf 1/2" Plywood Roof Sheathing 1.5 psf Insulation 0.4 psf Acoustic & Metal Susp. Ceiling 1.8 psf Subpurlin: 2x4 @ 24" oc 0.7 psf Mech. /Elec. /Misc. 1.4 psf Dead Load:. 8.0 psf 4x14 Purlin: 1.6 psf Live Load(Snow): 25.0 psf 0 n 25' -0' ®: mons IEM Aft isms • ROOF 1V—o 25'-0' SCALE 1/16 1'-0' 160' -0" 10' —o" ROOF FRAMING PLAN 0 25' -0" PROJECT; 849 INDUSTRY DRIVE TUKWILA, WASHINGTON NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 25' -0' 6odd3 GL8 D.S. Engineering 3121 147TH PLACE S.E. MILL CREEK, WA 98012 (T) 425- 338 -4776 (F) 425- 337 -7140 1 S. L Rev: 560100 Description under new a/c unit General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements II Section Name Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 4x6 Full Length Uniform Loads Center Left Cantilever Right Cantilever [point Loads Dead Load Live Load ...distance Summary Deflections Center Span... Deflection ...Location ...Length /Deft Stress Caics Bending Analysis Ck 32.339 Cf 1.300 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb DL DL DL 3.500 in 5.500 in Sawn 1.150 Pin -Pin 35.000 pcf Span= 7.75ft, Beam Width = 3.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow 1.92 fb 548.80 psi fv Fb 1,308.13 psi Fv Dead Load -0.056 in 3.689 ft 1,654.8 Camber ( using 1.5 * D.L. Defl ) ... @ Center 0.084 in @ Left 0.000 in @ Right 0.000 in 0.81 k -ft 0.00 k -ft 0.00 k -ft 0,00 k -ft 0.000 ft 0.000 Max Moment 0.81 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 0.54 k 4.934 in2 109.25 psi 0.39 k 0.34 k General Timber Beam Center Span Left Cantilever Right Cantilever 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 16.00 #/ft LL #/ft LL #/ft LL 180.0 lbs lbs lbs lbs lbs lbs lbs lbs 2.750 ft 0.000 ft 0.000 ft 0.000 ft Depth = 5.51n, Ends are Pin -Pin 0.420 1 0.8 k -ft 1.9 k -ft at 2.976 ft at 0.000 ft 28.00 psi 109.25 psi otal Load -0.108 in 3.782 ft 858.02 Reactions... Left DL Right DL Bearing Length Req'd Bearing Length Req'd 7.75 ft Lu ft Lu ft Lu 50.00 #/ft #/ft #/ft Maximum Shear * 1.5 Allowable Shear: Camber: 0.20 k 0.14 k Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Defl Sxx 17.646 in3 Area CI 0.000 Sxx Req'd 7.40 in3 0.00 in3 0.00 in3 @ Right Support 0.46 k 4.216 in2 109.25 psi lbs lbs 0.000 ft 0.00 ft 0.00 ft 0.00 ft lbs lbs 0.000 ft Max 0.39 k Max 0.34 k 0.5 k 2.1 k @ Left 0.39 k @ Right 0.34 k @ Left 0.000 in @ Center 0.0841n @ Right 0.000 in lbs lbs 0.000 ft Beam Design OK Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 19.250 in2 Allowable fb 1,308.13 psi 1,308.13 psi 1,308.13 psi 0.178 in 0.154 In 0.000 in 0.000 in 0.0 0.0 m L Rev: 560100 Description [General Information Section Name 2x4 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Our. Factor Beam End Fixity Wood Density [Full Length Uniform Loads i Center Left Cantilever Right Cantilever Summary Span= 2.00ft, Beam Width = 3.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow 0.17 Ib 289.26 psi fv Fb 1,509.38 psi Fv Deflections Center Span... Dead Load Deflection -0.010 in ...Location 1.000 ft ...Length/Defl 2,426.3 Camber ( using 1.6 * D.L. Dell) ... @ Center 0.015 in @ Left 0.000 in @ Right 0.000 in Bending Analysis Ck 32.339 Le Cf 1.500 Rb @ Center Left Su ort @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction DL DL DL 3.500 in 1.500 in Sawn 1.150 Pin -Pin 35.000 pcf new units Coal -a ) 0.03 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 0.000 ft 0.000 Max Moment 0.03 k -ft 0.00 k -ft @ Left Support 0.08 k 0.765 in2 109.25 psi General Timber Beam 42 0 L 4 . 1 0 #ft LL #/ft LL #/ft LL Depth = 1.51n, Ends are Pin -Pin 0.192 : 1 0.0 k -ft 0.2 k -ft at 1.000 ft at 2.000 ft 15.91 psi 109.25 psi Center Span 2.00 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 Total Load -0.014 in 1.000 ft 1,659.44 Calculations are designed to 1997 NDS and 1997 UBC Requirements Reactions... Left DL Right DL Sxx 1.313 in3 Ci 0.000 Sxx Redd 0.25 in3 0.00 in3 @ Right Support 0.08 k 0.765 in2 109.25 psi 20.00 #/ft #/ft #/ft Maximum Shear * 1.5 Allowable Shear: 0.04 k 0.04 k Left Cantilever... Deflection ...Length /Deft Right Cantilever... Deflection ...Length/Defl 0.1 k 0.6 k @ Left 0.06 k @ Right 0.06 k Camber: @ Left 0.000in @ Center 0.015 in @ Right 0.000in Area Allowable fb 1,509.38 psi .•. i (iI II II 1 1I , -; 1I • 0.06 k Bearing Length Req'd 0.029 in 0.06 k Bearing Length Req'd 0.029 in 0.00 ft 0.00 ft 0.00 ft Beam Design OK Max 0.06 k Max 0.06 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 5.250 in2 1,509.38 psi 0.000 in 0.000 in 0.0 0.0 r Stress Calcs I Rev: 560100 Description exist subpurlin ` General Information Section Name 2x4 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity _ Full Length Uniform Loads Center DL Left Cantilever DL Right Cantilever DL Point Loads ead oad Live Load ...distance 31.3 Ibs 1.750 ft Summary Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,687.93 psi Fb 1,735.78 psi Deflections Center Span... Dead Load Deflection - 0.1101n ...Location 3.518 ft ...Length/Defl 798.8 Camber ( using 1.5 " D.L. Defl) ... @ Center 0.165 in @ Left 0.000 in © Right 0.000 in Stress Calcs = en ng na ysis Ck 32.339 Le 0.000 ft Cf 1.500 Rb 0.000 Max Moment @ Center 0.43 k -ft @ Left Support 0.00 k -ft @ Right Support 0.00 k -ft Shear Analysis @ Left Support Design Shear 0.34 k Area Required 3.128 in2 Fv: Allowable 109.25 psi Bearing @ Supports Max. Left Reaction 0.24 k Max. Right Reaction 0.23 k General Timber Beam Center Span 7.33 ft Lu 1.5001n Left Cantilever ft Lu 3.500 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 " 10.00 #Ift LL #ift LL #/ft LL Ibs Ibs 0.000 ft 0.43 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 0.44 fv 65.10 psi Fv 109.25 psi Ibs Ibs 0.000 ft Span= 7.33ft, Beam Width = 1.500in x Depth = 3.51n, Ends are Pin -Pin 0.972: 1 0.4 k -ft 0.4 k -ft at 3.548 ft at 7.330 ft To al Load -0.489 in 3.636 ft 179.99 Reactions... Left DL Right DL Ibs Ibs 0.000 ft Maximum Shear Allowable Shear: Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Sxx 3.063 in3 Area CI 0.000 Sxx Rea'd 2.98 in3 0.00 in3 0,00 in3 @ Right Support 0.32 k 2.904 in2 109,25 psi Bearing Length Req'd 0.260 in Bearing Length Req'd 0.243 in Calculations are designed to 1997 NDS and 1997 UBC Requirements 50.00 #Ift #Ift #/ft Camber: 0.06 k 0.04 k Ibs Ibs 0.000 ft * 1.5 © Left © Right @ Left © Center @ Right Max Max 5.250 in2 Allowable fb 1,735.78 psi 1,735.78 psi 1,735.78 psi 0.00 ft 0,00 ft 0.00 ft Repetitive Member Ibs Ibs 0.000 ft Beam Design OK 0.3 k 0.6 k 0.24 k 0.23 k 0.000 in 0.165 in 0.000 in 0.24 k 0.23 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 3 Ibs Ibs 0.000 ft Rev: 560100 General Timber Beam Description exist purlin under new units General Information Section Name 4x14 Beam Width Beam Depth Member Type Bm Wt. Added to Loads Load Our. Factor Beam End Fixity Wood Density Full Length Uniform Loads Center Left Cantilever Right Cantilever Point Loads Dead Load Live Load ...distance Summary Deflections 250.0 lbs lbs 2.750 ft DL •DL DL 3.500 in 13.250 in Sawn 1.150 Pin -Pin 35.000 pcf Span= 14.50ft, Beam Width = 3.500in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 935.58 psi Fb 1,006.25 psi Center Span... Dead Load Deflection -0.095 in ...Location 7.134 ft ...LengthlDefl 1,829.4 Camber ( using 1.6 • D.L. Deft) ... @ Center 0.143 in © Left 0.000 in Right 0.000 in Stress Caics Bending Analysis Ck 32.339 Cf 1.000 @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction Le Rb 0'r/ 1E0 [ x Q ike 125.0 lbs lbs 8.000 ft 7.98 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft 8.59 fv Fv 0.000 ft 0.000 Max MomenS 7.98 k -ft 0.00 k -ft 0.00 k -ft @ Left Support 2.93 k 26.787 in2 109.25 psi 2.25 k 2.11 k Center Span 14.50 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 acu-A LL IL LL lbs lbs 0.000 ft Depth = 13.25in, Ends are Pin -Pin 0.930 : 1 8.0 k -ft 8.6 k -ft at 7.308 ft at 0.000 ft 63.10 psi 109.25 psi Calculations are designed to 1997 NOS and 1997 UBC Requirements 9 Reactions... Left DL Right DL Sxx 102.411 in3 CI 0.000 Sxx Rea'd 95.22 in3 0.00 in3 0.00 in3 @ Right Support 2.71 k 24.834 in2 109.25 psi Bearing Length Req'd Bearing Length Req'd 2.9 k 5.1 k @ Left 2.25 k @ Right 2.11 k Camber: @ Left 0.000 in @ Center 0.143in @ Right 0.000 in Maximum Shear * 1.5 Allowable Shear: 0.80 k 0.66 k Total Load Left Cantilever... -0.278 in Deflection 7.192 ft ...Length /Defl 625.14 Right Cantilever... Deflection ...Length /Deft lbs lbs 0.000 ft Area 46.375 in2 Allowable fb 1,006.25 psi 1,006.25 psi 1,006.25 psi 0.00 ft 0.00 ft 0.00 ft lbs lbs 0.000 ft Beam Design OK Max 2.25 k Max 2.11 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 1.031 in 0.966 in 0.000 in 0.000 in 0.0 0.0 lbs lbs 0.000 ft I. Rev: 580100 Description exist glb with new a/c unit ( #1) General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 5.0x10.5 Beam Width 5.000 in Beam Depth 10.500 in Member Type GluLam Bm Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density 1.150 Pin -Pin 35.000 pcf Full Len th Uniform Loads Center Left Cantilever Right Cantilever Summary DL DL DL I Span= 10.00ft, Beam Width = 5.000in x Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 855.12 psi Fb 2,760.00 psi 21.13 fv Fv Deflections Center Span... Dead Load Deflection -0.040 in ...Location 5.000 ft ...Length /Deft 2,992.1 Camber ( using 1.5' D.L. Dell) ... @ Center 0.060 in @ Left 0.000 in @ Right 0.000 in Bending Analysis Ck 20.711 Le Cv 1.000 Rb @ Center @ Lnft 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 Momen 6.55 k -ft 0.00 k-ft 0.00 k -ft @ Left Support 3.27 k 14.958 in2 218.50 psi 2.62 k 2.62 k 142.00 #Ift #/ft #/ft General Timber Beam 62.25 psi . 218.50 psi Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow Fv Allow Fc Allow E Total Load -0.136 in 5.000 ft 884.11 LL LL LL Depth = 10.5in, Ends are Pin -Pin 0.310 : 1 6.5 k -ft 21.1 k -ft 6.55 k -ft at 5.000 ft 0.00 k -ft at 0.000 ft 0.00 k -ft 0.00 k -ft Reactions... Left DL Right DL 0.00 in3 @ Right Support 3.27 k 14.958 in2 218,50 psi Bearing Length Req'd Bearing Length Req'd 10.00 ft Lu ft Lu ft Lu 2,400.0 psi 190.0 psi 560.0 psi 1,800.0 ksi 369.00 It/ft #ift #/ft Maximum Shear * 1.5 Allowable Shear: Sxx 91.8751n3 Area CI 0.000 Sxx Read 28.47 in3 0:00 -in3 3.3 k 11.5 k @ Left 2.62 k @ Right 2.62 k Camber: @ Left 0.000 in @ Center 0.060 in @ Right 0.000 in 0.77 k 0.77 k Max 2.62 k Max 2.62 k ViA.0 11 0 1:71. Z b*Ddia Left Cantilever... Dead Load Total Load Deflection 0.000 in 0.000 in ...Length /Deft 0.0 0.0 Right Cantilever... Deflection 0.000 in 0.000 in ...Length /Defl 0,0 0.0 Stress Calcs 52.500 in2 Allowable fb 2,760.00 psi 2 760 00 2,760.00 psi 0.935 in 0.935 in 0.00 ft 0.00 ft 0.00 ft Beam Design OK r { • L 560100 General Timber Beam Description exist gib with new a/c unit ( #2) [General Information Section Name Beam Width Beam Depth Member Type am Wt. Added to Loads Load Dur. Factor Beam End Fixity Wood Density Full Length Uniform Loads Center DL Left Cantilever DL Right Cantilever DL Point Loads Dead Load Live Load ...distance Summary 1 Span= 10.00ft, Beam Width = 5.000in x Depth = 10.51n, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,019.02 psi Fb 2,760.00 psi [13effections Center Span... Deflection ...Location ...Length /Deft Camber ( using 1.5 • D @ Center @ Left @ Right 5.0x10.5 5.000 In 10.500 in GluLam 1.150 Pin -Pin 35.000 pcf ?tK _ 7 ( en +M I c ) 80 .0 Ibs Ibs lbs lbs Ibs Ibs Ibs lbs 3.000 ft 0.000 ft 0.000 ft 0.000 ft Dead Load -0.067 In 4.800 ft 1,804.3 .L. Deny .. 0.100 in 0.000 in 0.000 in 0.369 1 7.8 k -ft 21.1 k -ft 7.80 k -ft at 0.00 k -ft at 0.00 k -ft 0.00 k -ft 21.13 fv Fv 78.25 psi 218.50 psi Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb. Base Allow Fv Allow Fc Allow E lig i7" 42.00 #/ft LL #/ft LL #Ift LL 4.560 ft 10.000 ft Total Load -0.162 in 4.920 ft 740.50 Calculations are designed to 1997 NDS and 1997 UBC Requirements 369.00 #/ft #/ft #/ft Maximum Shear * 1.5 Allowable Shear: Camber: Reactions..11D Left DL 1.33 k Right DL 1.01 k 10.00 ft ft ft 2,400.0 psi 190,0 psi 560.0 psi 1,800.0 ksi Left Cantilever... Deflection .,.Length /Deft Right Cantilever... Deflection ...Length /Deft Lu Lu Lu Ibs Ibs 0.000 ft 0.00 ft 0.00 ft 0.00 ft Ibs lbs 0.000 ft Beam Design OK 4.1 k 11.5 k @ Left 3.18k @ Right 2.86 k @ Left 0.000 in @ Center 0.100 in @ Right 0.000 in Max 3.18 k Max 2,86 k Ibs Ibs 0,000 ft Dead Load Total Load 0.000 In 0.000 In 0.0 0.0 0.000 in 0.000 In 0.0 0.0 0 0 to 0 to W 0 1* g J, u. ¢ N d; F Z 20 w uj n p ON 0 I_- LU H U'. u' O z U = O ~ ' 1 r ev: 560100 General Timber Beam m Description exist glb with new a/c unit ( #2) {Stress Calm; Bending Analysis Ck 20.711 Cv 1.000 Q Center Left Support © Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing Supports Max. Left Reaction Max. Right Reaction Le Rb 0.000 ft 0.000 Max Momen 7.80 k -ft 0.00 k -ft 0.00 k -ft Left Support 4.11 k 18.802 in2 218.50 psi Sxx 91.875 in3 Area CI 0.000 Sxx Req'd 33.92 in3 0.00 in3 0.00 in3 Right Support 3.63 k 16.605 in2 218.50 psi 52.500 in2 Allowable fb 2,760.00 psi 2,760.00 psi 2,760.00 psi 3.18 k Bearing Length Req'd 1.135 in 2.86 k Bearing Length Req'd 1.021 in [Rev 560100 Description exist gib with new a/c unit ( #3) General Information Section Name 8.0x16.6 Beam Width 5.000 in Beam Depth 16.500 in Member Type GluLam Bm Wt. Added to Loads Load Dur. Factor 1.150 Beam End Fixity Pin -Pin Wood Density 35.000 pcf Full Len ! th Uniform Loads Center Left Cantilever Right Cantilever LPoint Loads Dead Load Live Load ...distance Summary Deflections 600.0 lbs lbs 13.000 ft DL DL DL 770.0 lbs 1,850.0 lbs 29.330 ft Center Span... Dead Load Deflection -0.360 in ...Location 11.814 ft ...Length /Defl 811.2 Camber ( using 1.5 * D.L. Deft) ... @ Center 0.540 in @ Left 0.000 in @ Right 0.235 in 142.00 #ift #/ft 42.00 #/ft is xl' ,/ r, k �I General Timber Beam 1 * Span= 24.33ft, Right Cant= 5.00ft, Beam Width = 5.000in x Depth = 16.51n, Ends are Pin -Pin Max Stress Ratio 0.796 : 1 Maximum Moment 39.8 k -ft Allowable 49.9 k -ft Max. Positive Moment 39.76 k -ft at 12.282 ft Max. Negative Moment -5.88 k -ft at 24.330 ft Max @ Left Support 0.00 k -ft Max @ Right Support -19.74 k -ft Max. M allow 49.93 fb 2,102.82 psi fv 2.01 k Fb 2,640.94 psi Fv 4.11 k 125.61 psi 218.50 psi lbs lbs 0.000 ft Total Load -1.223 in 12.048 ft 238.72 8 Calculations are designed to 1997 NDS and 1997 UBC Requirements Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow 2,400.0 psi Fv Allow 190.0 psi Fc Allow 560.0 psi E 1,800.0 ksl LL LL LL Reactions... Left DL Right DL 24.33 ft Lu ft Lu 5.00 ft Lu 369.00 #/ft #1 369.00 #/ft lbs ' lbs 0.000 ft 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 lbs lbs 0.000 ft lbs lbs 0.000 ft Beam Design OK 10.4 k 18.0 k @ Left 6.50 k @ Right 7.59 k Camber: @ Left 0.000 in @ Center 0.540 in @ Right 0.235 in Max 6.50 k Max 12.87 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.157 in 0.712 in 764.8 168.5 Rev: 560100 Description exist gib with new a/c unit ( #3) Bending Analysis Ck 20.711 Le Cv 0.957 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 39.76 k -ft 0,00 k -ft 19.74 k -ft G Left Support 8.72 k 39.919 in2 218.50 psi General Timber Beam Stress Calcs Sxx 226.875 in3 Area 82.500 in2 CI 0.000 Sxx Req'd 180.65 in3 0.00 in3 89.69 in3 Right Support 10.36 k 47.429 in2 218.50 psi Allowable fb 2,640.94 psi 2,640.94 psi 2,640.94 psi 6.50 k Bearing Length Req'd 2.321 in 12.87 k Bearing Length Req'd 4.595 in Rev: 560100 Description exist gib with new a/c unit (#4) G eneral Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 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 5.0x18.5 5.000 in 16.5001n GluLam 1441 41 770.0 lbs 1,850.0 lbs -5.000 ft Span= 25.00ft, Left Cant= Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max © Left Support Max © Right Support Max. M allow fb 1,763.41 psi Fb 2,633.78 psi DL DL DL 1.150 Pin -Pin 35.000 pcf Center Span... Dead Load Deflection -0.096 in ...Location 12.290 ft ...Length /Deft 3,118.6 Camber ( using 1.5' D.L. Deft) ... @ Center 0.144 in @ Left 0.019 in @ Right 0.048 in General Timber Beam /_ 142.00 #/ft LL • 142.00 #/ft LL 142.00 #/ft LL 700.0 lbs 770.0 lbs lbs 1,850.0 lbs -2.500 ft 30.000 ft Summary Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow Fv Allow Fc Allow E To al Load -1.059 in 12.430 ft 283.37 Reactions... Left DL Right DL 560.0 lbs lbs 30.000 ft Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Deft 25.00 ft Lu 5.00ft Lu 5.00 ft Lu 2,400.0 psi 190.0 psi 560.0 psi 1,800.0 ksi 369.00 #/ft 369.00 #/ft 69.00 #/ft ' lbs lbs 0.000 ft 7 0.00 ft 0.00 ft 0.00 ft lbs lbs 0.000 ft lbs lbs 0.000 ft rpot4 ciu, Beam Design OK 5.00ft, Right Cant= 5.00ft, Beam Width = 5.000in x Depth = 16.51n, Ends are Pin -Pi 33.3 k -ft Maximum Shear *1.5 14' 0.670: 1 9 . 9 k 49.8 k -ft Allowable 18.0 k 33.34 k -ft at 12.430 ft Shear: @ Left 7.15 k -8.68 k -ft at 25.000 ft © Right 7.23 k -21.49 k -ft Camber: © Left 0.019 In -22.54 k -ft © Center 0.144In 49.79 @ Right 0.048 in N 119.40 psi 4.26 k Max 13.13 k Fv 218.50 psi 4.21 k Max 13.07 k Dead Load Total Load -0.013 in 0.582 in 9,386.8 206.1 -0.032 In 0.571 in 3,784.1 210.3 O 1 [F 560100 Description exist glb with new a/c unit (#4) Stress Calcs Bending Analysis Ck 20.711 Le Cv 0.954 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 33.34 k -ft 21.49 k -ft 22.54 k -ft @ Left Support 9.72 k 44.507 in2 218.50 psi General Timber Beam Sxx CI I 226.875 in3 Area 82.500 in2 0.000 Sxx Read Allowable lb 151.90 in3 2,633.78 psi 97.90 in3 2,633.78 psi 102.69 in3 2,633.78 psi @ Right Support 9.85 k 45.083 in2 218.50 psi 13.13 k Bearing Length Req'd 4.688 in 13.07 k Bearing Length Req'd 4.668 in I i Thav 560100 General Timber Beam Description exist gib with new a/c unit ( #5) General Information Calculations are designed to 1997 NOS and 1997 UBC Requirements Section Name 5.0x16.5 Beam Width 5.000 in Beam Depth 16.500 in Member Type GluLam 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 Summary DL DL DL 1.150 Pin -Pin 35.000 pcf 142.00 #/ft 142.00 #/ft 142.00 #Ift 770.0 I • s ' 240.0 lbs 700.0 Ibs 1,850.0 Ibs Ibs Ibs -5.000 ft -5.000 ft 3.330 ft Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow Fv Allow Fc Allow E LL LL LL l': 6 Span= 25.00ft, Left Cant= 5.00ft, Right Cant= 5. Oft, Beam Wi th = 5.000in x Depth = 16.5in, Ends are Pin -Pin Max Stress Ratio 0.776 : 1 Maximum Moment 38.7 k -ft Allowable 49.8 k -ft Max. Positive Moment 38.66 k -ft at 12.849 ft Max. Negative Moment -7.75 k -ft at 25.000 ft Max @ Left Support Max @ Right Support Max. M allow fb 2,044.90 psi Fb 2,633.78 psi Deflections Center Span... Deflection ...Location ...Length /Defl Camber ( using 1.5 * @ Center @ Left @ Right Dead Load -0.287 in 12.570 ft 1,047.0 O.L. Dell) ... 0.430 in 0.163 in 0.153 in -20.94 k -ft -21.61 k -ft 49.79 fv 134.13 psi Fv 218.50 psi Total Load -1.249 in 12.570 ft 240.18 Reactions... Left DL Right DL 800.0 Ibs Ibs 16.500 ft Left Cantilever... Deflection ...Length /Deft Right Cantilever... Deflection ...Length /Defl 25.00 ft Lu 5.00 ft Lu 5.00ft Lu 2,400.0 psi 190.0 psi 560.0 psi 1,800.0 ksi 369.00 #/ft 369.00 #/ft 369.00 #/ft 4.70 k 5.00 k 750.0 lbs 770.0 Ibs Ibs 1,850.0 Ibs 27.500 ft 0.000 ft Maximum Shear * 1.5 Allowable Shear: 0.00 ft 0.00 ft 0.00 ft 11.1 k 18.0 k @ Left 8.04 k @ Right 7.84 k Camber: @ Left 0.163 in @ Center 0.430 in @ Right 0.153 in Max 13.56 k Max 13.87 k Dead Load Total Load 0.109 in 0.712 in 1,105.1 168.5 0.102 in 0.696 in 1,174.8 172.4 c4 g Ibs Ibs 0.000 ft 4126J Beam Design OK Rev: 560100 General Timber Beam r Description [Stress Calcs Bending Analysis Ck 20.711 Cv 0.954 @ Center © Left Support Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max. Left Reaction Max. Right Reaction exist gib with new a/c unit ( #5) Le Rb 0.000 ft 0.000 Max Moment 38.66 k -ft 20,94 k -ft 21.61 k -ft © Left Support 11.07 k 50.642 in2 218.50 psi 13.56 k 13.87 k Sxx 226.875 in3 Area 82.500 1n2 CI 0.000 Sxx Req'd Allowable fb 176.15 in3 2,633.78 psi 95.40 in3 2,633.78 psi 98.47 in3 2,633.78 psi Right Support 10.76 k 49.245 in2 218.50 psi Bearing Length Req'd 4.843 In Bearing Length Req'd 4.952 in ,v. I • Rev: 560100 Description exist gib with new a/c unit (#6) General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 5.0x16.5 Beam Width 5.000 in Beam Depth 16.500 in Member Type GluLam Bm Wt. Added to Loads Load Dur. Factor 1.150 Beam End Fixity Pin -Pin Wood Density 35.000 pcf Full Length Uniform Loads Center Left Cantilever Right Cantilever Point Loads Dead toad Live Load ...distance Summary Max Stress Ratio Maximum Moment Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 1,988.76 psi Fb 2,640.94 psi Deflections 770.0 Ibs 700.01 • s 1,850.0 lbs Ibs -5.000 ft 3.500 ft DL DL DL Span= 24.33ft, Left Cant= 5.00ft, Beam WI Center Span... Deflection ...Location ...Length /Deft Camber ( using 1.5 • @ Center @ Left @ Right 49.93 fv Fv Dead Load - 0.3131n 12.516 ft 932.0 D.L. Deft ) .. 0.470 in 0.211 in 0.000 in General Timber Beam 142.00 #/ft 142.00 #/ft #/ft 130.68 psi 218.50 psi Center Span Left Cantilever Right Cantilever Douglas Fir, 24F - V8 Fb Base Allow 2,400.0 psi Fv Allow 190.0 psi Fc Allow 560.0 psi E 1,800.0 ksi Ibs Ibs 0.000 ft 7 To al Load -1.176 in 12.282 ft 248.16 LL LL LL Ibs Ibs 0.000 ft 24.33 ft Lu 5.00ft Lu ft Lu 369.00 #/ft 369.00 #/ft #/ft Ibs Ibs 0.000 ft dth = 5.0001n x De = 16.5in, Ends are Pin -Pin 0.753 : 1 37.6 k -ft 49.9 k -ft 37.60 k -ft at 12.399 ft -5.88 k -ft at 0.000 ft -19.74 k -ft 0.00 k -ft Reactions... Left DL Right DL Maximum Shear * 1.5 Allowable Shear: Left Cantilever... Deflection ...Length /Defl Right Cantilever... Deflection ...Length /Deft Camber: @ Left 0.211 in @ Center 0.470 in @ Right 0.000 in 4.39 k Max 13.15 k 1.83 k Max 6.32 k 0.00 ft 0.00 ft 0.00 ft Ibs Ibs 0.000 ft Ibs Ibs 0.000 ft Beam Design OK 10.8 k 18.0 k @ Left 7.87 k @ Right 6.32 k Dead Load Total Load 0.141 in 0.697 in 853.6 172.2 0.000 in 0.000 in 0.0 0.0 11- 1 ce 00 to D W w : u. N w O LL Q . rn �` sd 1-W Z ; w mo N :, D H: ww U. o w Z 1= _ 0 ' Z I Rev: 560100 General Timber Beam Description 'Stress Calcs Bending Analysis Ck 20.711 Le Cv 0.957 Rb exist glb with new a/c unit (#6) Sxx 226.875 in3 Area 82.500 in2 CI 0.000 Sxx Req'd 170.85 in3 89.69 in3 . 0.00 in3 @ Right Support 8.45 k 38.692 1n2 218.50 psi Allowable fb 2,640.94 psi 2,640.94 psi 2,640.94 psi @ 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 Momen 37.60 k -ft 19.74 k -ft 0.00 k -ft @ Left Support 10.78 k 49.342 in2 218.50 psi 13.15 k Bearing Length Req'd 4.695 in 6.32 k Bearing Length Req'd 2.257 in Lateral Analysis: #2, #4 and #7 : Model: WT. Le 480# YSCO36A3 Seismic Designs F = ((ap C. ip )/Rp)x(1+3h„/h W = 1.2 W From: a = 2.5 C„ = 0.36 1 1.0 h h Mech Unit: W = 67.875 in. D= 44.250 in. H = 32.25 in. Provide 14" max. height member under Mech. Unit Weight = 650.00 lb.( Unit Weight + Misc) F /1.4 = 557 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) = r wi ty +z/Z'= 0.99 <1.00 0 . K. from W: 7.5 lb.(= 15 / 2 Screws) W: 300 lb. Z: 139.25 lb.(= 557 /4 Screws) Z': 144 lb. W/W+Z/Z'= 0.54 <1.00 0 . K. from W: 0 lb. W: 300 lb. Z: 78 lb.(= 311 /4 Screws) Z': 144 lb. R = 3.0 W = 650 lb. 190 lb. 291 lb. 276 lb.---> Uplift Design for Wind: Wind Load = (C,)(C,)(Q,)(1) = 14.28 psf From: C. = 0.67 :Exposure "B": Height: 20 ft. above ground C, = 1.30 :Primary Frames Systems: Mothod 2 Q. = 16.4 :80 mph = 1.0 FTotal = 311 lb. <---- Critical Direction Check Overturning : Ti = Cl = [Wind Load*W(H+14)A2/2}]/D = T2 = C2 = [Wind Load*D*{(H+14)^2/2}]/W = Res = (2/3)x(Unit Weight /2) = 163 lb 69 lb. 217 lb.---> No Uplift : Provide (1)-.25" Dia. Lag Screws at each corner Use total (4)-.25" Dia. Lag Screws minimum between Curb to Roof member Lateral Analysis: #6 : Model: WT. a 522# YSC060A $eismk Design F, = ((ao C. I, ) /R +3h W From: a, = 2.5 C. = 0.36 1 = 1.0 h = h Mech Unit: W = D= H= Weight = F /1.4 = 561 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) = From: = 1.2 W, W/W +Z /Z'= 1.00 <1.00 O.K. from W: 7.5 lb.(= 15 / 2 Screws) W: 300 lb. Z: 140.25 lb.(= 557 / 4 Screws) Z': 144 lb. Design for Wind: Wind Load = (C,)(C = 14.28 psf R. = 3.0 W. = 655 lb. 67.875 in. 44.250 in. 32.25 in. Provide 14" max. height member under Mech. Unit 655.00 lb.( Unit Weight + Misc) 191 lb. 293 lb. 278 lb. - - -> Uplift C. = 0.67 :Exposure "B ": Height: 20 ft. above ground C. = 1.30 :Primary Frames Systems: Mothod 2 Q, = 16.4 :80 mph I = 1.0 FTotai = 311 lb. < - - -- Critical Direction Check Overturning : T1 = C1 = (Wind Load*W* {(H +14) ^2 /2 }]/D = 163 T2 = C2 = (Wind Load *D * {(H +14) ^2 /2}]/W = 69 Res = (2 /3)x(Unit Weight /2) = 218 lb. - - -> No Uplift : Provide (1) -.25" Dia. Lag Screws at each corner Use total (4) -.25" Dia. Lag Screws minimum between Curb to Roof member I T W /W +Z /Z'= 0.54 <1.00 O. from W: 0 lb. W: 300 lb. Z: 78 lb.(= 311 / 4 Screws) Z': 144 lb. Lateral Analysis: : Model: WT.o 125# TTB024C100A Seismic Design; F = ((ap C. I, )/Rp)x(1+3h1h,) W, = 1.2 W From: a = 2.5 C, = 0.36 R = 3.0 I = 1.0 h„ = h, W = 125 Ib. Mech Unit: w= 0= H= Weight = F /1.4 = 20.00 in. 20.000 in. 24.75 in. 125.00 Ib.( Unit Weight + Misc) 107 Ib. Check Overturning : T1 = C1 = (Fp/1.4) * (H)/ 2 / W T2 = C2 = (Fp/1.4) * (H)/ 2 / D = Res = .85x(Unit Weight /2) = W/W+Z/Z 0.54 <1.00 0 . K. from W: 6.5 lb.(= 13 / 2 Screws) W: 47 Ib. Z: 53.5 lb.(= 107 / 4 Screws) Z: 134 Ib. W/W+Z/Z= 0.09 <1.00 0 . K. from W: 0 Ib. W: 47 lb. Z: 12 lb.(= 49 / 4 Screws) Z': 134 Ib. 66 Ib. 66 Ib. 53 lb.---> Uplift Design for Wind: Wind Load = (C.)(C,)(Q,)(I) = 14.28 psf From: C. = 0.67 :Exposure "B": Height: 20 ft. above ground C, = 1.30 :Primary Frames Systems: Mothod 2 = 16.4 :80 mph I = 1.0 FTotal = 49 Ib. <---- Critical Direction Check Overturning: Ti = C1 = [Wind Load*VVI(H+12)^2/2}]/D = T2 = C2 = [Wind Load*DI(H+12)A2/2}]/W = Res = (2/3)x(Unit Weight /2) = 30 Ib. 30 Ib. 42 lb.---> No Uplift > : Provide (1)-#12 Screws at each corner and one at middle of longer span Use Total (4)-#12 Screws between uNIT and P.T. 2x4 Also Use Total (4)-1/4" Dia. Lag Screws between 2x4 and Roof member. Jib .ce) e = 144-* oescpstos Withdrawal Load for Lag Screws: W = W p (product of adjustment factor) = WpCDCMC W : (from NDS Table 9.2A) CD, CM, Ct (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 Mist Lateral Load for Lag Screws: Z' = Z (product of adjustment factor) = Z CD CM Ct C C _ Cd Cog Z: (see NDS Table 9.3A) CD, CM, C (see NDS 2.3) CD = 1.33 (from 'UBC 97':Wind /Earthqua C = 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 C = 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 z w u6 n . VO cn 0 ww N u_ W O: se a w F- O' z U� ON .W . —0 111 Z: z Lag Screws Dia. 1/4" 3/8" 1/2" 5/8" Z 160 250 340 470 Z' • - - - Z' 144 150 153 - Z' _ T44 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) = WpCDCMC W : (from NDS Table 9.2A) CD, CM, Ct (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 Mist Lateral Load for Lag Screws: Z' = Z (product of adjustment factor) = Z CD CM Ct C C _ Cd Cog Z: (see NDS Table 9.3A) CD, CM, C (see NDS 2.3) CD = 1.33 (from 'UBC 97':Wind /Earthqua C = 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 C = 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 z w u6 n . VO cn 0 ww N u_ W O: se a w F- O' z U� ON .W . —0 111 Z: z Lag Screws 1/4" 3/8" 1/2" 5/8" W 225 305 378 447 W • 203 252 298 W 300 407 504 596 W - 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) = WpCDCMC W : (from NDS Table 9.2A) CD, CM, Ct (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 Mist Lateral Load for Lag Screws: Z' = Z (product of adjustment factor) = Z CD CM Ct C C _ Cd Cog Z: (see NDS Table 9.3A) CD, CM, C (see NDS 2.3) CD = 1.33 (from 'UBC 97':Wind /Earthqua C = 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 C = 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 z w u6 n . VO cn 0 ww N u_ W O: se a w F- O' z U� ON .W . —0 111 Z: z • Table W 1— Maximum UnitAnd Comer Weights (Lbs) And Center Of Gravity Dimensions (/n,) Unit Maximum Weights (LbsP Tons Model No. Shipping Net A B 3 4 6 6 7rh 8r /a 10 YSCO38A VHCO38A YSC048A VHCO48A YSC080A YHCO60A YSC072A YHC072A YSC090A YSC092A YHC092A YSC102A YHC102A •YSC120A YHC120A NOTE: 1. Corner weights are given Ior Information only. Z Weights are approximate. A c- 2. UNr_ tat) 1 . 7 7 Goo 0 t;/st' › UN . geA.i!c,f Gv�.3 RTPRC006•EN OMNI AA c)4 572 572 689 697 631 814 866 878 915 963 985 1086 1042 1100 1130 1203 Weights CENTER OF GRAVITY WIDTH 606 539 736 772 820 822 923 899 957 987 1080 161 168 159 166 169 179 249 249 273 277 306 297 310 325 342 CENTER OP GRAVITY +--- LENGTH -0- D CENTER OF GRAVITY Corner Weights (Lbs)t 124 128 130 133 134 140 193 198 208 222 243 243 252 265 277 C D 98 101 108 114 105 119 132 141 146 147 165 165 175 183 197 ' 109 110 109 128 114 138 181 184 193 175 210 194 220 213 245 TabieW-2 — Factory-installed Options Net Weights (Lbs) 2 Accessory Economizer Barometric Relief Powered Exhaust Motorized Outside Air Damper' Manual Outside Air Damper Roof Curb Oversized -Motor Belt Drive Motor 31 Smoke Detector, Return 7 Smoke Detector, Supply 5 Coil Guards 12 Hinged Doors 10 Powered Convenience Outlet 38 Through the Base Electrical B Through the Base Gas 6 Unit Mounted Circuit Breaker 5 Unit Mounted Disconnect 5 Novar Control 8 Dehumidification (Hot Gas Reheat) Coll 15 NOTES: 1.Weights for options not listed are < & lbs. 2.Nel weight should be added to unit weight when ordering laclorylnsialled accessories. Center of Gravity iin.) Length Width 32 19 32 33 32 32 32 39 39 38 40 39 40 40 40 40 Net Weight 3 -STona 8.10Tons B 38 5 10 80 20 30 18 26 115 8 7 6 20 12 38 13 6 6 5 8 26 19 19 20 18 20 21 22 22 21 22 21 22 21 22 �W. cc 2 6 00 N O W = J I_ � LL W J Q N = S v f-- Z � Zo 2 = O O N . O I— W W. o . Z U = Z All dimensions are in inches /millimeters. 3, 4, and 5 Ton Standard Efficiency — Low and Medium Heat 3 and 4Ton High Efficiency — Low and Medium Heat RTPRC008•EN EVAPORATOR SECTION ACCESS PANEL ALTERNATE CONDENSATE DRAIN CONNECTION 34. 14 NPT DIA. HOLE 3, 4, and 5 Ton Standard Efficiency —High Heat 3 and 4 Ton High Efficiency — High Heat 57bn — High Efficiency — Low, Medium, and High Heat EVAPORATOR SECTION ACCESS PANEL c t ALTERNATE COND -5 Dimensional Data (3 5Tons) C. - 2 G 4 U4' 108 MM 239/10' 608 MM 09 7/8 121/4' 1740 MM 1073 MM 1/2 NPT GAS CONNECTION 4 1/4' 108 MM 23 W10' 508 MM /407/9 42 1/4' 1740 MM 1073 MM 1/2 NPT OAS CONNECTION 6 5/8' 143 MM 05/8' 244 MM CONTROL AND COMPRESSOR ACCESS PANEL LIMInnrIrpRIMI 9611' 244 MM 6 5/a' 143141M,0 CONTROL AND COMPRESSOR ACCESS PANEL TOP PANEL 41/4 106MM• 0 9/10' 141 MM 7 6/8' 104 MM 441/4' 1124 MM TOP PANEL 41/4 06MM• 6 9/10' 141 MM 7 6/8' 194 MM 44 1/4' 1124 MM MIsc}3 • MANE' CONDENSER FAN 32 1/4' 819 MM CONDENSER FAN CONDENSER COIL UNIT CONTROL WIRE 7/8' (22MM) DIA. HOLE SERVICE GAUGE PORT ACCESS 1 318' (35MM) DIA. HOLE UNIT POWER WIRE 13132' (26MM) CIA. HOLE 35 14' 921 MM CONDENSER COIL UNIT CONTROL WIRE 7/0' (22MM) DIA HOLE SERVICE GAUGE PORT ACCESS 13/8' (35MM) CIA. HOLE UNIT POWER WIRE 1 3/32" (20MM) DIA HOLE 611 • ,. REFRIGERANT R•22 (O.D. UNIT) NP CHRG. 0 3/10•LB/OZ FACTORY SUPPLIED YES LINE SIZE - IN. O.D. GAS 0 314 LINE SIZE - IN. O.D. LIQ.0 5/18 FCCV RESTRICTOR ORIFICE SIZE General Data ocv- -A 0.057 DIMENSIONS H X W X D OUTDOOR UNIT CRATED (IN.) 24.75 X 20 X 20 UNCRATED SEE OUTLINE DWG. WEIGHT SHIPPING (LBS.) NET (LBS.) 130 125 CONDENSING UNIT WITH COOLING COILS 0 CERTIFIED IN ACCORDANCE WITH THE UNITARY A1R•C0NDITI0NER EQUIPMENT CERTIFICATION PROGRAM WHICH IS BASED ON A.R.I. STANDARD 210/240. 0 RACED IN ACCORDANCE WITH A.R.I. STANDARD 270/SECTI0N 5.3.8, OO CALCULATED IN ACCORDANCE WITH NATIONAL ELECTRIC CODE. ONLY USE HACR CIRCUIT BREAKERS OR FUSES. 0 STANDARD AIR • DRY COIL • OUTDOOR © THIS VALUE APPROXIMATE. FOR MORE PRECISE VALUE SEE UNIT NAMEPLATE AND SERVICE INSTRUCTION. 0 MAX. LINEAR LENGTH: 80 FT WITH RECIPROCATING COMPRESSOR • 60 FT WITH SCROLL. MAX. LIFT - SUCTION 60 FT; MAX LIFT • LIQUID 60 FT. FOR GREATER LENGTH REFER TO REFRIGERANT PIPING SOFTWARE PUB. NO. 32-3312-01. 0 THE VALUE SHOWN FOR COMPRESSOR RLA ON THE UNIT NAMEPLATE AND ON THIS SPECIFICATION SHEET IS USED TO COMPUTE MINIMUM BRANCH CIRCUIT AMPACITY AND MAXIMUM FUSE SIZE. THE VALUE SHOWN IS THE BRANCH CIRCUIT SELECTION CURRENT. 0 NO MEANS NO START COMPONENTS YES MEANS QUICK START KIT COMPONENTS PTC MEANS POSITIVE TEMPERATURE COEFFICIENT STARTER. SPLIT SYSTEM 4) TT13024C1 OOA CCBA24A4AC CCEA30A4AC CCBB30A4AC CUBA24A4AC CUBA30A4AC CUBB24A4AC CUBB30A4AC FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE EXPANSION TYPE RATINGS (COOLING) 0 BTUH (TOTAL) 22000 21200 22000 22000 21200 22000 22000 STUN (SENSIBLE) 14900 14500 16200 14900 14500 14900 16200 INDOOR AIRFLOW (CFM) 800 775 B00 B00 775 800 800 SYSTEM POWER (KW) 2.40 2.36 2.39 2.40 2.36 2.40 2.39 . EER/SEER (BTU/WATT-HR.) 9.15/10.00 9.00/10.00 9.20/10.00 9.15/10.00 9.00/10.00 9.15/10.00 9.20/10.00 1XA024C4 TXA025C4 TXA030C4 TXA031C4 TXA035C4 TXA036C4 TXCO24C4 EXPANSION TYPE FACT INS 57 FACT INS 67 CHO TO 57 CHG TO 57 CHG TO 57 CHG TO 57 FACT INS 67 RATINGS (COOLING) O • BTUH (TOTAL) 22200 21800 22200 22400 22000 22800 21400 BTUH (SENSIBLE) 15000 15500 15400 16400 15100 16800 14500 INDOOR AIRFLOW (CFM) 800 800 825 835 825 850 800 SYSTEM POWER (KW) 2.44 2.37 2.40 2.41 2.37 2.43 2.34 EER/SEER (BTUIWAT•HR.) 9.10/10.00 9.20/10.00 9.25/10.00 9.30/10.00 9.30/10.00 9.40/10.00 9.15/10.00 TXCO24D4 TXCO25C4 TXCO25D4 TXCO30C4 TXCO3004 TXCO31C4 TXCO3104 FACT INS 57 FACT INS 57 FACT INS 57 CHG TO 57 CHG TO 57 CHG TO 57 CHG TO 57 EXPANSION TYPE RATINGS (COOLING) 0 BTUH (TOTAL) 21400 21800 21800. 22200 22200 22400 22400 BTUH (SENSIBLE) 14500 15500 15500 15400 15400 16400 16400 INDOOR AIRFLOW (CFM) 800 800 800 825 826 835 835 SYSTEM POWER (KW) 2.34 2.37 2.37 2.40 2.40 2.41 2.41 EER/SEER (BTU/WATTHR•) 9.15/10.00 9.20/10.00 9.20/10.00 9.25/10.00 9.25/10.00 9.30/10.00 9.30/10.00 'See page 13 br combinations with Auxiliary Devices. 22-1689.054 MM IFN1 • TRAII/ED T H rte Li ,H 3 Tt7 N ci # 'Z I FILE COPY T3 rt ?A--P r.:- Packaged Gas/Electric Rooftop Units PrecedentTM A- t--2 -, 4 t, 7 t •3 -To N 3 10Tons — 60 Hz A c - —To /-4 May 2003 secoE `� t{ 20,I1 PERmli cE4ER 9/ RT- PRC006 -EN z W 0 0 co co ui WI co (L, w LL. N d = W Z � I.0 Z I- w w O N 0 H W W H� L L z ILI CO 0 F- z w, Table GD-2 - General Data Cooling Performance' Gross Cooling Capacity EER /SEER Nominal CFM / ARI Rated CFM ARI Net Cooling Capacity Integrated Part Load Value' System Power (KW) Heating Performance' Heating Models Heating Input (Btu) Heating Output (Btu) AFUE% Steady State Efficiency ( %) No. Burners No. Stages Gas Connection Pipe Size (in.) Compressor No./Type Outdoor Sound Rating (dB)° Outdoor Coil -Type Tube Size (in.) OD Face Area (sq ft) Rows/FPI Indoor Coil -Type Tube Size (in.) Face Area (sq ft) Rows/FPI Refrigerant Control Drain Connection NoJSize (in.) Outdoor Fan -Type No. UsedDiameter (in.) DriveType/No. Speeds CFM No. Motors/HP Motor RPM Direct Drive Indoor Fan -Type No. Used/Diameter (in.) DriveType/No. Speeds No. Motors Motor HP (Standard/Oversized) Motor RPM (Standard/Oversized) Motor Frame Size (Standard/Oversized) Belt Drive Indoor Fan -Type No. Used/Diameter (In.) DriveType/No. Speeds No. Motors Motor HP (Standard/Oversized) Motor RPM (Standard/CMErsized) . Motor Frame Size (Standard/Oversized) Filters -Type Furnished 7 (No.) Size Recommended Refrigerant Charge (Lbs of R -221' NOTES: 1 -7. See Notes on Page 12. 0. YSCO60A Oversized Motor Fan Diameter Is 12 x 11. 9. Motor RPM shown Is low speed. High speed RPM Is 1100/1135. 10.Filter size shown is for low and medium heat models. High heat model filter size recommended is 20 x 30 x 1'. RT-PRC006 -EN 63,100 -/9.90 2,000/2,000 60,000 6.86 General Data A c-- TRANS' (5 - 6 Tons) Standard Efficiency 5 -Ton Convertible 6 -Ton Convertible YSC060A1 YSC060A3, A4, AW YSC072A3, A4, AW 63,100 72,000 - /10.20 10.1 2,000/2,000 2,400/2,100 60,000. 68,000 6.78 6.73 L w edium Hi h Low Medium High Low Medium High 60, 00 80,000 130, 00 60,000 80,000 130,000 80,000 120,000 150,000 47, 00 63,000 103, 00 48,000 64,000 104,000 64,800 97,200 121,500 81 8 81 81 80 81 81 81 81 8 81 81 80 81 81 81 2 2 2 3 2 3 3 1 1 1 1 1 1 2 2 \ 1/2 12 1/2 1/2 1/2 1/2 1/2 3/4 1 /Climatuff® Scroll 1 /Climatuff Scroll 1 /Climatuff Scroll •83 83 90 Lanced Lanced Lanced 0.3125 0.3125 0.3125 8.81 8.81 13.88 2/17 2/17 2/17 Lanced Lanced Lanced 0.3125 0.3125 0,3125 5.00 5.00 9.89 3/16 3/16 2/16 Short Orifice Short Orifice Short Orifice 1 /YY4 NPT 1/ NPT 1/ NPT Propeller Propeller Propeller 1/22 1/22 1/26 Direct/1 Direct/1 Direct/1 3,470 3,470 1/0.33 1/0.33 1/0.70 1075 1,075 1,075 FC Centrifugal FC Centrifugal N/A 1/11 x 11° 1/11 x 11° N/A Direct/2 Direct/2 N/A 1 1 N/A 0.90/1.00 0.90/1.00 N/A 985/1,080 985/1,080 N/A 48/48 48/48 N/A - FC Centrifugal FC Centrifugal - 1/11 x 11 1/12 x 12 - BeltNariable Sheave BeltNariable Sheave - 1 1 - 1.00/- 1.00/2.00 - 1,750/ - 1,750/1,750 - 48/- 56/56 Throwaway Throwaway Throwaway Yes Yes Yes (2)20x25x1 (2120x25x1' (4)16x25x2 4,9 4.9 7.1 13 T Table GD-1 - General Data Cooling Performance' Gross Cooling Capacity SEER= Nominal CFM /AR1 Rated CFM ARI Net Cooling Capacity System Power (1(W) Heating Performance Heating Models Heating Input (Btu) Heating Output (Btu) AFUE % Steady State Efficiency ( %) No. Burners • No. Stages Gas Supply Line Pressure Natural (minimum/maximum) LP (minimum /maximum) Gas Connection Pipe Size (in,) 1/2 Compressor No./Type Outdoor Sound Rating (dB) Outdoor Coil - Type Tube Size (in.) OD Face Area (sq ft) Rows/FPI Indoor Coll - Type Tube Size (in.) Face Area (sq ft) Rows/FPI Refrigerant Control Drain Connection No./Size (in.) Outdoor Fan - Type No. Used/Diameter (in.) DriveType/No. Speeds CFM No. Motors/HP Motor RPM Direct Drive Indoor Fan - Type No. Used/Diameter (in.) DriveType/No. Speeds No. Motors Motor HP ( Standard/Oversized) Motor RPM (Standard/Oversized) 950/1,100 Motor Frame Size ( Standard/Oversized) 48/48 3 -Ton Convertible Units YSCO36A1 YSCO36A3, A4, AW 37,400 10.5 1,200/1,200 36,000 3.91 C AN Me lum gh 60,000 80 00 12 ,000 47,000 63, 00 95, 00 80 80 8 (3 M 4Tons) General Data Standard Efficiency 8 3 4.5/14.0 10.0/14.0 1/2 1/2 1 /Climatuff Hermetic 83 Lanced 0.3125 7.19 2/17 Lanced 0.3125 5.67 2/16 Short Orifice 1/3/4 NPT Propeller 1/22 Direct/i 2,550 1/0.20 1,075 FC Centrifugal 1/10x 10 Direct/2 1 0.33/0.50 37,400 10.7 1,200/1,200 36,000 3.79 Low Medium High 60,000 80,000 120,000 48,000 64,000 96,000 •81 81 81 81 81 81 2 2 3 1 1 1 4.5/14.0 10.0/14.0 1/2 1/2 1/2 1 /Climatuff Hermetic 83 Lanced 0.3125 7.19 2/17 Lanced 0.3125 5.67 2/16 Short Orifice 1/3'. NPT Propeller 1/22 Direct/1 2,550 1/0.20 1,075 FC Centrifugal 1/10x10 Direct/2 1 0.33/0,50 930/1,100 48/48 4 -Ton Convertible Units YSC048A1 YSC048A3, A4, AW 50,300 10.1 1,600/1,600 48,000 5.28 49,200 10.0 1,600/1,600 47,000 5.40 Low Medium High Low Medium High 60,000 80,000 120,000 60,000 80,000 120,000 47,000 63,000 95,000 48,000 64,000 96,000 BO 80 80 81 81 81 80 80 BO 81 81 81 2 2 3 2 2 3 1 1 1 1 1 1 4.5/14.0 4.5/14.0 10.0/14.0 10.0/14.0 1/2 1/2 1/2 1/2 1/2 1/2 1 /Climatuff Scroll 1 /Climatuff Scroll 86 82 Lanced Lanced 0.3126 0.3125 6.17 9.69 2/17 1/17 Lanced Lanced 0.3125 .3126 6.68 8.17 3/16 3/16 Short Orifice . Short Orifice 1/3/4 NPT 1/34 NPT Propeller Propeller 1/22 1/22 Direct/1 Direct/1 2,850 3,610 1/0.33 1/0.33 1,075 1,075 FC Centrifugal FC Centrifugal 1/11 x 11 1/11 x 11 Direct/2 Direct/2 1 1 0.60 /0.80 0.60 /0.80 1,000/1,100 1,000/1,100 48/48 48/48 RT-PR0006 -EN cL W 00 fA W = . � F- W zz D zz d Z O DJ uj n p O N a I-- I LL O • Z c.) V2 O Z Table f3D -1 — Continued B Drive Indoor Fan - sod/Diameter Drive 1 • o. S No. Motors Motor HP a ndar •r: .rslzed) Moto (Standard/Ov M • • r Frame Size (Standard/Oversized) General Data 3 -Ton Convertible Units YSCO36A1 YSCO36A3, A4, AW FC Centrifugal 1/11 x 11 BelWariable Sheave 1 1.00/- - 1,750/- - 56/— TRINE' (3 - //Tons) Standard Efficiency 4 -Ton Convertible Units YSC048A1 YSC048A3, A4, AW 1 1.00/ - 1,750/ - 56/— Throwaway (2) 20x25x1 3.8 Filters -Type Furnished 10 Throwaway Throwaway Throwaway (No.) Size Recommended (2) 20 x 25 x 1' (2) 20 x 25 x 1 (2) 20 x 25 x1 Refrigerant Charge (Lbs of R -221' . 3.8 3.8 4.4 NOTES: 1. Cooling Performance Is rated at 95 F ambient, 80 F entering dry bulb, 87 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 ±20% of nominal cfm. Units are certified In accordance with the Unitary Alr- Condilloner Equipment certification program, which is based on ARI Standard 210/240 except AK (380V/60 Hz). 2. EER and/or SEER are rated at ARI conditions and In accordance with DOE test procedures. 3. Integrated Pert 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 87° F entering wet bulb at ARI rated cfm. 4. Heating Performance limit settings and rating data were established and approved under laboratory lest 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 test procedures. 8. 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 filter on medium and low heat models. 20 x 30 Illter on high heat models 9. Motor RPM shown Is low speed. High speed RPM is 1,060/1,145. 10.Optional 2' pleated fillers also available. RTPRC006 -EN 13 All dimensions are in inches /millimeters. 3, 4, and 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 314.14 NPT DIA. HOLE 3, 4, and 5 Ton Standard Efficiency —High Heat 3 and 4Ton High Efficiency — High Heat 5Ton — High Efficiency — Low, Medium, and High Heat RT PRC006•EN EVAPORATOR SECTION ACCESS PANEL ALTERNATE CONDENSATE DRAIN CONNECTION 3/4.14 NPT DIA. HOLE Dimensional Data (3 W 5Tons) TOP PANEL 4114' 108MM 89 7/8 1/2 NPT GAS CONNECTION 4 1/4' 108 MM 1749 MM ' 239/18' 698 MM 89 718 421/4- 1749 MM 1073 MM I/O NPT GAS CONNECTION 95/8' 244 MM 55/8' 143 MM 9 5/8' 244 MM CONTROL AND COMPRESSOR ACCESS PANEL 85/8' 143 MM CONTROL AND COMPRESSOR ACCESS PANEL 4 1/4 108MM. 5 9118' 141 MM 4 1/4 108MM. 75/8' 194 MM 44 I /4' 1124 MM TOP PANEL 59/18' 141 MM 7 5/8' 194 MM 44 1/4' 1124 MM 41 ,) TIMINE* CONDENSER FAN 32 /4' 819 MM UNIT POWER WIRE 13132' (28MM) DIA. HOLE CONDENSER FAN CONDENSER COIL UNIT CONTROL WIRE 7/8' (22MM) DIA. HOLE SERVICE GAUGE PORT ACCESS 1 318' (35MM) DIA. HOLE 38 /4' 921 MM CONDENSER COIL UNIT CONTROL WIRE 7/8' (22MM) DIA. HOLE SERVICE GAUGE PORT ACCESS 1 3/8' (35MM) DIA. HOLE UNIT POWER WIRE 13/32' (28MM) DIA. HOLE 81 ) All dimensions are in inches. 3.5Tons — DownflowAinlow Supply and Return; Through the Base Utilities 3 -5Tons — Ho, !Wow Supply and Re 3.5Tons — Unit Clearance and Roof Opening 82 Dimensional Data (3 - 5Tons) CLEARANCE 48 (1219 MM) • 853113• (1013 MM) ) 135 PAM 13 yr 597 MM A -Z,4, G.7 ,r CLEARANCE 37' (940 MM) I SUPPLY .. t llM111•11M■ THROUGH Mar 111I WEE ELECTRICAL 3/4.14 NPT CONDENSATE DRAIN 4Z 253 171/4' 87/8 438MM 225MM 23 1/4' 591MM CLEARANCE HORIZONTAL 914 • MM))457 MM) TYPICAL ROOF OPENING � 37' (540 MM) 3 3/18' 81MM 43/4' 121MM 44 1/2' \ /U13o MM1� CLEARANCE 38' (914 MM) RT PRC006 -EN • All dimensions are in inches /millimeters. 356 1 MM 3 -5Tons — Downflow Duct Connections — Fie/d Fabricated Dimensional Data (3-5 °ons) A C.-2 9 G . 7 • num 356 MM 1 3/4' 37 1 /8" 45 MM 928 MM 65 3/4' 1670 MM / 24 3/8" (619 MM) 403/4' 1034 MM 41 7/16' 052 MM 65 3/16' 1658 M ALL FLANfiES 1 1/4' (32 MM) RTPRC006•EN 83 7 3 YSCO36A YHCO36A 4 YSC048A YHC048A 6 YSC060A YHC060A 6 YSC072A YHC072A YSC090A 71/2 YSC092A YHC092A 81/2 YSC102A YHC102A 10 •YSC120A YHC120A NOTE: 1. Corner weights are given for information only. 2. Weights are approximate. UNi " 7 LA 10 RT-PRC00B -EN S �AA ci4 UM s- ge.w>rr- – 7 C'd — J Weights TableW 1 — Maximum UnitAnd Comer Weights (Lbs)And Center Of Gravity Dimensions (in.) Unit Maximum Weights (Lbs)' Corner Weights (Lbs)' Center of Gravity (In.) Tons Model No. Shipping Net A B C D Length Width 572 151 124 96 109 32 19 589 - 158 128 101 110 32 19 697 505 159 130 108 109 33 19 631 539 166 133 114 126 32 20 614 (S'f) 169 134 105 114 32 18 666 �j� 179 140 119 136 32 20 878 735 249 193 132 161 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 1130 987 325 265 183 213 40 21 1203 1060 342 277 197 245 40 22 f CENTER OF GRAVITY WIDTH CENTER OF GRAVITY LENGTH —r D CENTER OF GRAVITY TableW -2 — Factory - Installed Options Net Weights (LbsP• Net Weight Accessory 3 -STons 6.10Tons Economizer 26 36 Barometric Relief 10 Powered Exhaust — 80 Motorized Outside Air Damper 20 30 Manual Outside Air Damper 16 26 Roof Curb QV 115 Oversized Motor 5 8 Belt Drive Motor 31 — Smoke Detector, Return 7 7 Smoke Detector, Supply 5 5 Coll Guards 12 20 Hinged Doors 10 12 Powered Convenience Outlet 38 38 Through the Base Electrical 8 13 Through the Base Gas 5 6 Unit Mounted Circuit Breaker 5 5 Unit Mounted Disconnect 5 6 Novar Control 8 8 Dehumidification (Hot Gas Reheat) Coil 16 25 NOTES: 1.Welghts for options not listed are < 5 lbs. 2.Net weight should he added to unit weight when ordering factory - installed accessories. 89 A c 21 74 Table ED-1 - Unit Wiling • Standard Efficiency Motor 7'h 8'/ NOTES: 1, HACK breaker per NEC. #Indicates both standard and high efficiency airflow. Electrical Data Standard Indoor Fan Motor (Standard Efficiency) Oversize Indoor Fan Motor Optional Belt Drive Indoor Fan Unit Minimum Maximum Fuse Minimum Maximum Fuse Minimum Maximum Fuse Unit Operating Circuit Size Or Maximum Circuit Size Or Maximum Circuit Size or Maximum Tons Model No. Voltage Range Ampacity Circuit Breaker' Ampacity Circuit Breaker' Ampacity Circuit Breaker' YSCO36A1 187 -263 25 40 27.7 40 3 "'� «YSCO36A3 187 -253 9 Cp 20,3 30 20.6 30 3 5 YSCO 414 -506 .2 15 10.4 15 10.6 15 YSCO36AW 517-633 7.7 16 8.3 15 8.3 15 YSC048A1 187 -253 34.0 50 36.1 50 - - YSC048A3 187 -253 23.9 35 26.0 40 25.3 35 4 YSC048A4 414 -506 12.8 20 14,4 20 13.6 20 YSC048AW 517-633 9 15 10.6 15 10.0 15 " YSC060A1 187 -253 47.3 ti0 49,0 60 - - i 49 YSC060A3 187 -253 3 . 33.6 50 30.3 45 5 YSCO60A4 414 -606 16.0 25 16.3 25 15.6 25 YSC060AW 517 -633 12.2 15 12.8 20 11.8 15 YSC060AK 342 -418 19.6 30 - - - - YSC072A3 187 -253 32.7 50 34,0 50 - - 6 YSC072A4 414 -506 17.6 26 18.2 25 - - YSC072AW 517 -633 12.8 20 13,6 20 - - YSC072AK 342-418 23.2 35 - - - - YSC090A3 187 -253 42.7 60 45.8 60 - - YSC090A4 414 -506 22.6 35 24.1 35 - - YSC090AW 617.633 17.6 25 18,8 25 - - YSCO9OAK 342 -418 28.9 40 ' 29.9 45 - - YSC092A3 187 -253 38.9 50 42.0 50 - - YSC092A4 414-506 20.5 25 22,0 25 - - YSC092AW 517.633 16.5 20 16.7 20 - - YSC102A3 187 -253 45.1 60 48.2 60 - - YSC102A4 414 -506 24.0 30 25.5 35 - - YSC102AW 517 -633 19.5 25 20.7 25 - - YSC102AK 342-418 29.8 40 31.1 40 - - YSC120A3 187 -253 52.6 60 56.6 60 - - 10 YSC120A4 414-506 26.9 35 28,9 35 - - YSC120AW 517 -633 21.8 26 23.5 30 - - YSC120AK 342 -418 32.8 40 35.6 45 - - RT-PRC006 -EN 0 • TRAM" " T ) 1-141-rr a)ziAA_Oe. ii goom -- Mini-Split Systems Hi-VVall • Type 12,000 - 36,000 BTU/H, 60 Hz Cooling Only MCW-A-1 PUB. NO. 22-1751-01-0603 (EN) z rx SI 0 a w. w -J uj 0 2 g u_< Lo_ a ui I- 0 Z c.) o — o w uj - 0 ..z iu c.) — I 0 Figure 2. MCW518/524 Left Flap The Mark (-4) Shows Piping Direction Rear 41-5/1611050) Under Front Grille Fixing Screws Signal Transmitter Signal Transmitter 2 -5/16 11/16 - Wireless Remote Controller Rear Right (Including Installation Plate) 7 - 5/8 (193) Air Flow (Indoor) required space (For Performance and Maintenance Room Temp. Diffuser Thermistor Signal Receiver and Operation Switch Under Cleaning Indicator Lamp Timer Indicator Lamp Operation Indicator Lamp 1 -15/16 (50) Min (Space for Maintenance) 3 -15/16 (100) Min Name Plate Terminal Strip with Earth Terminal CO CO Liquid Pipe 01/4 cut (The Ienght of pipe outside the unit about 17 - 11/16) Gas Pipe 05/8 cut (The length of pipe outside the unit about 15 - 3/4) I0 N Space for Drawing Air Filters 39 - 3/8 (1000) I Yrt1 b 1 - 15/16 (50) Min (Space for Maintenance) 70- 7/8(1800) Min (For Safety) 41- 5/16 (1050) 2 -15/16 75) 5- 381137) Wall Hole for Embedded Piping Wall Hole 03- 1/8Hole 03- 1/8Hole Standard Locations of Wall Holes 1 -15/16 (50) Min (Space for Performance) Drain Hose (Connecting Part I.D. 0 9/16, O.D. 0 11/16) (The hose length of outside the unit is approx. 19 -5/16) 1- 3/16 (30) CO m m N Unit Inch(mm) NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ro cp 12. to a CD cs cD O ■ * Table 6 - 1 Systems 1 Ton 11/2 Ton 2 Ton 21/2 Ton 3 Ton Models= Indoor Unit MCW512AMUAO MCW518AMUAO MCW524AMUAO MCW530AMUAO MCW536AMUAO Outdoor Unit TTB0012C100A TTB0018C100A TTB0024C100A 2TTB0030A1000A 2TTB0036A1000A Airflow (cfm) Total.cap(kbtuh) Sens.cap(kbtuh) Totaiwatts(kw) OD Fan Watts(kw) ID Fan Watts(kw) Total. Amps OD Fan Amps ID Fan Amps SEER EER (BtuiWhr) Sound Levels (H, L) dB(A) Refrigerant charge (Ib) Orifice 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 affect of fan motor heat. ARI capacity is net and Includes the effect of fan motor heat. Rated In accordance with ARI Standard 210/240 or 360. 2. Sound levels (A scale) provided for the indoor unit at high and low speed. 3. Refrigerant (operating) charge Is for condensing unit with matching blower coils and 25 ft. of Interconnecting refrigerant lines. All Indoor units era shipped with a small nitrogen holding charge only. Table 6 - 2 Piping Model- Indoor Unit - .Oudoor Unit Maximum Length (40) Maximum Level D2 -Ft (m) 39 (12) Difference D3 -Ft (m) 49 (15) Gas line size - Indoor unit In (mm) Outdoor unit In (mm) Liquid line size Indoor unit In (mm) Outdoor unit In (mm) Notes; D2 - Indoor unit above Outdoor unit D3 - Outdoor unit above Indoor unit Pub. No. 22.1751 - 01.0803 (EN) 311 13.25 8.215 1.38 0.203 0.037 6.6 0.88 0.2 11.2 9.60 39, 31 3.06 0.043 1 Ton MCW512AMUAO TTB012 ; ,ft (m) 66 1/2(12.70) 5/8(15.88) 1/4 (6.35) 1/4 (6.35) General Data 520 18.5 12.395 1.765 0.149 0.023 8.4 0.61 0.15 12.5 10.48 43, 36 4 0.046 11/2 Ton MCW518AMUAO TTB018 (20) 79 39 (12) 59 (18) 5/8(15.88) 5/8(15.88) 1/4 (6.35) 1/4 (6.35) 525 21.0 13.440 2.17 0.178 0.036 10.5 0.76 0,3 11.2 9.68 46, 38 3.46 0.047 TRANS' 1, 1 2, 2 3 Standard Efficiency 598 27.5 17.600 2.85 0.202 0.07 13.8 0.89 0.37 11.0 9.65 41, 37 3.86 0.057 2 Ton 21 /2 3 Ton MCW524AMUAO MCW530AMUAO MCW536AMUAO TTB024 2TTB0030 2TTB0036 (24) 79 (24) 131 (40) 131 59 (18) 59 (18) 79 (24) 79 (24) 5/8(15.88) 5/8(15.88) 3/4(19.05) 3/4(19.05) 1/4(6.35) 5/16(7.94) 3/8 (9.53) 5/16(7.94) 801 34.2 20.638 3.32 0.2 0.091 16.4 0.7 0.54 10.2 9.79 45, 41 4.16 0.063 59 (18) 79 (24) 3/4(19.05) 7/8(22.23) 3/8 (9.53) 3/8 (9.53) 111111111111111111111111111111111 1 1111\\31 == N 0 N I 1 ugl 0 (.0 l 0 - = 5" 3 0 1/44 2 , ) 73 to =q 0 3 rg: NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEARfiHAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. , OUTDOOR UNIT 00 TTB024C100A SOUND RATING (DECIBELS) O 80 O CERTIFIED IN ACCORDANCE WITH THE UNITARY AIR - CONDITIONER POWER CONNS.- V/PHMZ O 208/230/1/60 EQUIPMENT CERTIFICATION PROGRAM WHICH IS BASED ON MIN. BACH. CIR. AMPACITY 15 A.R.I. STANDARD 210/240. BR. CIR. 1 MAX. (AMPS) 25 CO RATED IN ACCORDANCE WITH A.R.I. STANDARD 270 /SECTION 6.3.6. PROT. RTG. 1 MIN. (AMPS) 20 O CALCULATED IN ACCORDANCE WITH NATIONAL ELECTRIC CODE. COMPRESSOR CLIMATUFF' ONLY USE HACR CIRCUIT BREAKERS OR FUSES. NO. USED • NO. SPEEDS 1.1 0 STANDARD AIR • DRY COIL - OUTDOOR VOLTS/PH/HZ 200/230/1/60 0 THIS VALUE APPROXIMATE. FOR MORE PRECISE VALUE SEE UNIT R.L AMPS O • L.R. AMPS 11.6 - 60 NAMEPLATE AND SERVICE INSTRUCTION. INSULATION/SOUND COMPONENTS L NO NKET NO 0 MAX. LINEAR LENGTH: 80 FT WITH RECIPROCATING COMPRESSOR • COMPRESSOR BLANKET HEAT YES 60 FT WITH SCROLL. MAX. LIFT - SUCTION 60 FT; MAX LIFT - LIQUID COM 60 FT. FOR GREATER LENGTH REFER TO REFRIGERANT PIPING OUTDOOR FAN - TYPE PROPELLER SOFTWARE PUB. NO. 32.3312.01. DIA.(IN) • NO. USED 13.7.1 TYPE DRIVE • NO. SPEEDS DIRECT -1 CFM 0 0.0 IN. W.G. 0 1550 NO. MOTORS • HP. 1.1 /8 MOTOR SPEED R.P.M. 1650 VOLTS/PH/HZ 200/230/1/60 EL AMPS 0.83 OUTDOOR COIL - TYPE SPINE FIN'" ROWS •EP.I. 1.24 FACE AREA (SQ. FT.) 6.62 TUBE SIZE (IN.) 3/8 REFRIGERANT R -22 (0.0. UNIT) NP CHRG. 0 3/10•L0IOZ FACTORY SUPPLIED YES LINE SIZE - IN. O.D. GAS 0 314 LINE SIZE • IN.O.D. LIQ.O 5/16 FCCV RESTRICTOR ORIFICE SIZE DIMENSIONS H X W X D OUTDOOR UNIT CRATED (IN.) 24.75 X 20 X 20 UNCRATED SEE OUTLINE DWG. WEIGHT SHIPPING (LBS.) NET (LBS.) General Data ■ ocv- A 0.057 130 125 CONDENSING UNIT WITH COOLING COILS O THE VALUE SHOWN FOR COMPRESSOR RLA ON THE UNIT NAMEPLATE AND ON THIS SPECIFICATION SHEET IS USED TO COMPUTE MINIMUM BRANCH CIRCUIT AMPACITY AND MAXIMUM FUSE SIZE. THE VALUE SHOWN IS THE BRANCH CIRCUIT SELECTION CURRENT. 0 NO MEANS NO START COMPONENTS YES MEANS QUICK START KIT COMPONENTS PTC MEANS POSITIVE TEMPERATURE COEFFICIENT STARTER. SPLIT SYSTEM e num. T T130 4 C1 O OA US CCBA24A4AC CCBA30A4AC CCBB30A4AC CUBA24A4AC CUBA30A4AC CUBB24A4AC CUBB30A4AC FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE FIXED ORIFICE EXPANSION TYPE RATINGS (COOLING) 0 BTUH (TOTAL) 22000 21200 22000 22000 21200 22000 22000 BTUH(SENSIBLE) 14900 14500 16200 14900 14500 14900 16200 INDOOR AIRFLOW (CFM) 800 775 800 800 775 800 800 SYSTEM POWER (KW) 2.40 2.36 2.39 2.40 2.36 2.40 2.39 EERJSEER (BTUANATFHR.) 9.15/10.00 9.00/10.00 9.20/10.00 9.15/10.00 9.00/10.00 9.15/10.00 9.20/10.00 TXA024C4 TXA025C4 TXA030C4 TXA031C4 TXA035C4 TXA036C4 TXCO24C4 EXPANSION TYPE FACT INS 57 FACT INS 57 CHG TO 57 CHG TO 57 CHG TO 57 CHG TO 57 FACT INS 57 RATINGS (COOLING) 0 • BTUH (TOTAL) 22200 21800 22200 22400 22000 22800 21400 BTUH(SENSIBLE) 15000 15500 15400 16400 15100 16800 14500 INDOOR AIRFLOW (CFM) 800 800 825 835 825 850 800 SYSTEM POWER (KW) 2.44 2.37 2.40 2.41 2.37 2.43 2.34 EER/SEER (BTWWATTHR.) 9.10/10.00 9.20/10.00 9.25/10.00 9.30/10.00 9.30/10.00 9.40/10.00 9.15/10.00 TXCO24D4 TXCO25C4 TXCO25D4 ' TXCO30C4 TXCO30D4 TXCO31C4 TXCO31D4 EXPANSION TYPE FACT INS 57 FACT INS 57 FACT INS 57 CHG TO 57 CHG TO 57 CHG TO 57 CHG TO 57 RATINGS (COOLING) 0 BTUH (TOTAL) 21400 21800 21800. 22200 22200 22400 22400 BTUH(SENSIBLE) 14500 15500 15500 15400 15400 16400 16400 INDOOR AIRFLOW (CFM) 800 800 800 825 825 835 835 SYSTEM POWER (KW) 2.34 2.37 2.37 2.40 2.40 2.41 2.41 EER/SEER (BTU/WATTHR.) 9.15/10.00 9.20/10.00 9.20/10.00 9.25/10.00 9.25/10.00 9.30/10.00 9.30/10.00 1 See page 13 Ior combinations with Auxiliary Devices. 22- 1689.05.0603 (EN) 11 1 MODEL A r B TTB012C 5/8 1 /4 TTB018C 5/8 1 /4 TTB024C 3/4 5/16 11 o LIQUID LINE SERVICE VALVE, "W' 0.0. FEMALE BRAZE CONNECTION WITH 1/4" SAE FLARE PRESSURE TAP FITTING. 41 II 565 22 NOTE: TABLE IN INCHES ONLY. Dimensions TTB012 -024 OUTLINE DRAWING NOTE: ALL DIMENSIONS ARE IN MM (INCHES) OAS LINE SERVICE VALVE "A" 0.0. FEMALE BRAZED CONNECT ION WITH 1/4" SAE FLARE PRESSURE TAP FITTING. REAR VIEW 22.2 1O I HOLE FOR POWER WIRING 616 498 I19B I ELECTRICAL IITHISRSIDE ACCESS LY 20 22.2 1081 HOLE WI RUBBER GROMME FOR CONTROL WIRING 4� 1 REAR FRONT From Dwg. 210147830 Rev. 2 22.1689.05.0603 (EN) n3 • - 240 V CONTROL CONNECTIONS BAYHVLV001 - DISCONNECT —17- TRANSFORMER - 1 SWITCH 24 V CONTROL C011134.)er Dor SLC. It it '411 alsiA"L'4 IN ‘A, tt .A10 LukkLid *4 J frI k VI C • - -TRANE WALL MOUNT UNIT__ -- WI or I t g mina II 240 V POWER AND CONTROL tiaLLA - • Vw gl• lk$ C ccil .‘1,1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. iv) MA - - * • 4.) :..-. • * 2. •tty E1 c, Cor f m NAMING ' AIARDORs ►OITAGt! OISCGONtCT All ELECTRIC PDRdA imam REMOTE DISCOSRECTS BErNE station. /AILMME 16 NSCOMCT P00LR O EM( SEstICIOG CAS CASSE SEVERE PERSONAE IIJ ll OR DOArul LA palm 0st COPPED C0000CTORS Gott! (111 TURIRALS ARE NOT RES161K0. TO ACCEPT OTRER TYPES OF COM1KT00S. 101100E TO DO SO NAT (ARSE DAMAGE 10 THE EOOIPKITI V W = 2 �� COLOR OF WIRE B /Fc EL 7 BLACK WIRE 0ITN BLUE MARKER 4 —COLOR OF MARKER O R BLACK OR ORANGE 1L YELLOW O L BLUE R0 RED GO 60EER 51 50000 OM WRITE PR PURPLE FOR CANADIAN INSTALLATIONS POUR INSTALLATIONS CANADIENNES TI : NOT SUITABLE FOR USE ON STST MS EXCEEDING 150V -TO- GROUND. ATTENTION: NE CONVIENT PAS AUX INSTALLATIONS DE PLUS DE 150 V A LA TERRE. i r CONTROLLER I TRINE INDOCIR UNIT ' j — E� f �.:�: - RTC RC E T CCII 0 2 3 r -i D IW ELEC. rf r - - -- 0230v a—DR -lost .1 CA COOLING AITICIPAT00 CBS (OIL 8011011 SENSOR (1 TAI CAPACIT01 CI VIII CONNECT00 CPI COMPRESSOR CI AB CAPACIT01 CS STARTING CAPACITOR CSI CAPACITOR S1IT(IIN6IELAI INC DEFROST 0001108 F 110001 FAN KIM RA' MUTING AITICIPATON IRO HIP PIE55IME 0/10015.. 001 110E1111 OVERLOAD P10188101 88(0 801 P0ISSgE C0TOOT SV. NS (ONP0ESS0110TOI CON1AC10N 00A 0111001 AITI(IPA10N Oft 0011001 FAN 1IERNOSTAT 00S 9011001 IDOL/Alit( SEISM 000 OU10000 1HE1VO54T ANS RESISTANCE NEAT 551TU 5C SIIICAOTER PART[ 50111010 5* 505TEN '01•0fr SA11(1 TOE DISCHA16I LINE 119RNOSTAT 105 1III5FOIIIE0 1S HEATING•COOI1IG 10E8N05TAT !SI BEATING IRIODS1A1 MAGNETIC RELAY. OU1DOOt COIFAI558! pvT7:,von u! ) NOTES: 2. 3. IF ODT•B IS NOT USED. ADD JUMPER BETWEEN 52 t 53 AT AIR HANDLER. IF USED. OOT -0 MUST BE MOUNTER REMOTE OF CONTROL BOX IN AN APPROVED HEATHER PROOF ENCLOSURE. IF.ODT -A IS NOT USED. ADD BETWEEN HI a W2 AT AIR HANDLER. LOW VOLTAGE 124 V.) FIELD WIRING MUST BE 08 AVG MIN. BATHVLV001 11 11 CPR 19 12 12 J J D • FAN o h o 13 TNERMALLT PROTECTED 10t1RIUKLT CAPACITOR LEGEND-EOUIPMENT DIAGRAM 1.000 Y. T1 Y. FACTORY MIRING �• 1 - 21 Y. J FIELD 010100 - — • LINE P. I --a-- 1IE10 INSTALLED FACTOOT 0101NG GROUND • JUNCTION Q 01RE'NUT ON CONNECTOR • COIL -4I— CAPACITOR -If- 4F- RELAY CONTACT 00.0.) OCLAI CONTACT IN.C.) 1NEROISTOR. 61! 610 INTERNAL OVERLOAD PROTECTOR PRESSURE ACTUATED SNITCH 0 5 5 TEMP. ACTUATED SWITCH 001. PLUG FEMALE ROUSING IMAIE TE00.1 PgITI 001. PLUG 1u1E 110051X6 •�• (FEMALE TERM.( . /W` RESISTOR OR HEATING ELEMENT 0 'O *0100 ■100,06 TERN IMAL TTB /2TTB /2TTR 1 PRINTED FROM D153697 POI NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR 'THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 6W BUILDING SIZING SUMMARY Building Name : Light Brigade:AC -2( v) Location : Seattle- Tacoma, Washington Prepared By : Pro -Staff Mechanical,Inc ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 1. INPUT DATA -- WEATHER City State Data Source Latitude Elevation TABLE 2. INPUT DATA -- BUILDING System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust FAN Configuration : Blow -Thru Static Pressure : 1.50 in. TABLE 3. SIZING DATA -- COOLING Total coil load = Sensible coil load = Total sensible = Supply temperature = Supply air (actual)= Supply air (std) _ Ventilation air = Direct exhaust air = Reheat required = Floor area (sqft) Overall U -value Vent air CFM /sqft Vent air CFM /person TABLE 4. SIZING DATA -- HEATING Heating coil load = Ventilation load = Total load = Ventilation airflow= Supply airflow = = Seattle- Tacoma = Washington = User Modified 47.5 deg. = 386.0 ft : Clg & Warm Air Htg 000 24 hrs 55.0 F 20.00 CFM /person 200 CFM 1,200 0.474 0.22 = 20.00 27,173 BTU /hr 12,269 BTU /hr 14,904 BTU /hr 262 CFM 1,029 CFM ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 12 -06 -83 Block Load Lite v1.00 Page 1 of 1 * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FILE COPY 1 Summer dry -bulb = 82.0 F Coincident wet -bulb= 66.0 F Daily Range = 22.0 F Winter dry -bulb = 24.0 F Atmos. Clear. Num. = 1.05 THERMOSTAT SETPOINTS Cooling (Occ) 75.0 F Cooling (Unocc) : 75.0 F Heating 68.0 F FACTORS Coil Bypass 0.050 Safety (Sens) 0 % Safety (Latent) : 0 % Heating Safety 0 % C4TY OF TJiMgRN AIR PLENUM : N APPROVED ith\I AS NOTED 28,760 BTU /h @ July 1500 25,014 BTU /hr Outdoor Db /Wb = 82.0/ 66.0 F 21,918 BTU /hr Coil Conditions: 55.0 F Entering Db /Wb = 77.8/ 64.0 F 1,029 CFM Leaving Db /Wb = 55.0/ 54.4 F 1,015 CFM Apparatus dewpoint= 53.8 F 262 CFM Bypass factor = 0.050 200 CFM Resulting RH = 51.2 % 0 BTU /hr Total coil load = 2.40 Ton -w" Sensible coil load = 2.08 Ton SQFT /Ton = 500.70 Cooling BTU /hr /sqft = 23.97 Cooling CFM /sqft = 0.86 CMYOFTWINIA _.. Heating BTU /hr sqft = 22.64 Heating CFM /s MITCENTER 0.86 Floor area (sqft) = 1,200 Overall U -value = 0.474 Vent air CFM /sqft = 0.22 Vent air CFM /person = 20.00 6W BUILDING DATA FOR Light Brigade:AC -2 Prepared By : Pro -Staff Mechanical,Inc 12 -06 -83 Block Load Lite Program v1.00 Page 1 of 2 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Table 1. HVAC SYSTEM DESCRIPTION System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust 55.0 F 20.00 CFM /person 200 CFM FAN Configuration : Blow -Thru Static Pressure : 1.50 in. ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 2. GENERAL BUILDING DATA GENERAL BUILDING DATA Floor Area : 1200.0 sqft Building Weight: M Exposures : N, E, S, W Are Multiple Wall, Roof, or Glass Types Used ? N No. Partitions : 0 LIGHTING W /sqft • 1.20 W /sqft Unocc Diversity: 0 6 Wattage Mult. 1.00 Fixture Type : Rec., Not Vented OTHER ELECTRIC W /sqft • 1.50 W /sqft Unocc Diversity: 0 6 : Clg & Warm Air Htg THERMOSTAT SETPOINTS . 0 Cooling (Occ) 75.0 F 24 hrs Cooling (Unocc) : 75.0 F Heating 68.0 F FACTORS Coil Bypass 0.050 Safety (Sens) 0 W Safety (Latent) : 0 % Heating Safety 0 % RETURN AIR PLENUM : N PEOPLE Total People : Unocc Diversity: Activity Level : Sensible Gain . Latent Gain MISCELLANEOUS LOAD Sensible Latent Unocc Diversity: INFILTRATION Cooling Heating SLAB Area Perimeter Depth 13 People 0 Office Work 245.0 BTU /hr /per 205.0 BTU /hr /per S 0 BTU /hr 0 BTU /hr 0 $ 0.10 CFM /sqft 0.10 CFM /sqft 100 sqft 50 ft 2.50 ft ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 6 00 N o: w w U1 O . 7 u- ? D. w . gJE 1- O Z F - uj p ' o O 1- w u j . t it 0 PEE 0. z BUILDING DATA FOR Light Brigade:AC -2 Prepared By : Pro -Staff Mechanical,Inc 12 -06 -83 Block Load Lite Program v1.00 Page 2 of 2 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 3. WALL, ROOF AND GLASS DATA U -Value (BTU /hr /sqft /F) Weight (lb /sqft) Color EXTERNAL SHADING DATA Window Height = Window Width = Reveal Depth = Exposure E Wall S Wall W Wall N Wall Roof (Hor) WALL 0.090 M 6.0 ft 4.0 ft 4.0 in ROOF 1 GLASS 0.052 M Overhang Height Overhang Extension Fin Separation Fin Extension Gross Area Glass Area (sqft) (sqft) 29'0.0 36.0 0.0 36.0 0.0 202.0 30.0 0.0 30.0 0.0 U -Value Glass Factor Int. Shades ? 0.620 0.60 N 2.0 in 48.0 in 1.0 in 1.0 in ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** w o o N co uj wo g=3 u- a, ° i3 F w. - z I- 0 Z Ul ' r. . O i Z , U N z DETAILED BUILDING LOAD REPORT Building Name : Light Brigade:AC -2 12 -06 -83 Location : Seattle - Tacoma, Washington Block Load Lite v1.00 Prepared By : Pro -Staff Mechanical,Inc Page 1 of 1 ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 1. LOAD COMPONENT SUMMARY for July 1500 ( 82.0/ 66.0 F) Load Component Solar Loads Wall Transmission Roof Transmission Glass Transmission Skylight Transmission Partitions Lighting Other Electric People Infiltration Miscellaneous Slab Pulldown /Warm -up Safety Factor Total Loads Ventilation Load Supply Fan Load Plenum Load Thru Wall Plenum Load Thru Roof Plenum Load - Lights Reheat Load Total Coil Loads Component Walls : NE E SE S SW W NW N Glass : NE E SE S SW 0 202 0 30 0 Details 262 sqft 100 sqft 0 sqft 262 sqft 0 sqft 0 sqft 1.20 W /sqft 1.50 W /sqft 13 people 100 sqft 0/ 0/ 0 % TABLE 2. WALL AND GLASS BREAKDOWN 262 CFM 1,029 CFM 0 % 0 % 0 % 0 0 88 169 0 0 6 8 0 0 0 0 0 0 6 2 Design Cooling Loads Sensible Latent (BTU /hr) (BTU /hr) 0 393 0 58 0 6,092 178 0 510 0 0 4,903 6,138 3,203 2,684 895 334 0 0 0 0 0 25,014 0 5,164 0 499 0 21,918 3,018 1,952 728 1,144 0 0 0 0 Design Heating (BTU/hr) 396 0 7,147 0 0 5,623 1,738 0 14, 904 12,269 3,746 27,173 Total Cooling Cooling Heating Net Area Transmission Solar Load Transmission (sqft) (BTU /hr) (BTU /hr) (BTU /hr) 0 348 0 24 0 0 0 24 0 5,511 0 818 0 W NW N Hor 0 0 0 0 0 0 0 0 30 58 428 818 0 0 0 0 6W BUILDING SIZING SUMMARY Building Name : Light Brigade: AC -4 Location : Seattle- Tacoma, Washington Prepared By : Pro -Staff Mechanical,Inc. ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 1. INPUT DATA -- WEATHER City State Data Source Latitude Elevation TABLE 2'. INPUT DATA -- BUILDING System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust FAN Configuration : Blow -Thru Static Pressure : 1.50 in. TABLE 3. SIZING DATA -- COOLING Total coil load = Sensible coil load = Total sensible = Supply temperature = Supply air (actual)7 Supply air (std) _ Ventilation air = Direct exhaust air = Reheat required = Floor area (sqft) Overall U -value Vent air CFM /sqft Vent air CFM /person = Seattle- Tacoma Washington = User Modified 47.5 deg. 386.0 ft : Clg & Warm Air Htg 000 24 hrs TABLE 4. SIZING DATA -- HEATING Heating coil load = Ventilation load = Total load = Ventilation airflow= Supply airflow = 55.0 F 20.00 CFM /person 100 CFM 12 -06 -83 Block Load Lite v1.00 Page 1 of 1 * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Summer dry -bulb = 82.0 F Coincident wet -bulb= 66.0 F Daily Range = 22.0 F Winter dry -bulb = 24.0 F Atmos. Clear. Num. = 1.05 THERMOSTAT SETPOINTS Cooling (Occ) 75.0 F Cooling (Unocc) : 75.0 F Heating 68.0 F FACTORS Coil Bypass 0.050 Safety (Sens) 0 % Safety (Latent) : 0 % Heating Safety 0 % RETURN AIR PLENUM : N 30,429 BTU /hr Load occurs C July 1500 24,112 BTU /hr Outdoor Db /Wb = 82.0/ 66.0 F 19,515 BTU /hr Coil Conditions: 55.0 F Entering Db /Wb = 79.7/ 65.6 F 916 CFM Leaving Db /Wb = 55.0/ 54.4 F 903 CFM Apparatus dewpoint= 53.7 F 480 CFM Bypass factor = 0.050 100 CFM Resulting RH = 57.1 % 0 BTU /hr 1,090 Total coil load = = 0.067 Sensible coil load = 0.44 SQFT /Ton = 20.00 Cooling BTU /hr /sqft = Cooling CFM /sqft = 31,236 BTU /hr 22,493 BTU /hr 8,743 BTU /hr 480 CFM 916 CFM Heating BTU /hr /sqft = Heating CFM /sqft = Floor area (sqft) _ Overall U -value Vent air CFM /sqft = Vent air CFM /person = 2.54 Ton ___ 2.01 Ton 429.85 27.92 0.84 28.66 0.84 1,090 0.067 0.44 20.00 ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** �>- +x�U:%n'.iJx :c " `�+..�u3iJ.� •: . �• .r.w.w 6W BUILDING DATA FOR Light Brigade: AC -4 Prepared By': Pro -Staff Mechanical,Inc 12 -06 -83 Block Load Lite Program v1.00 Page 1 of 2 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Table 1. HVAC SYSTEM DESCRIPTION System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust 55.0 F 20.00 CFM /person 100 CFM FAN Configuration : Blow -Thru Static Pressure : 1.50 in. : Clg & Warm Air Htg THERMOSTAT SETPOINTS 0 Cooling (Occ) 75.0 F 24 hrs Cooling (Unocc) : 75.0 F Heating 68.0 F ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 2. GENERAL BUILDING DATA GENERAL BUILDING DATA Floor Area 1090.0 sqft Building Weight: M Exposures : N, E, S, W Are Multiple Wall, Roof, or Glass Types Used ? N No. Partitions : 0 LIGHTING W /sqft 1.20 W /sqft Unocc Diversity: 0 % Wattage Mult. 1.00 Fixture Type : Rec., Not Vented OTHER ELECTRIC W/sqft • 1.50 W /sqft Unocc Diversity: 0 % FACTORS Coil Bypass 0.050 Safety (Sens) 0 % Safety (Latent) : 0 ' Heating Safety 0 % RETURN AIR PLENUM : N PEOPLE Total People 24 People Unocc Diversity: 0 % Activity Level : User - Defined Sensible Gain 315.0 BTU /hr /per Latent Gain 325.0 BTU /hr /per MISCELLANEOUS LOADS Sensible 0 BTU /hr Latent • 0 BTU /hr Unocc Diversity: 0 % INFILTRATION Cooling 0.10 CFM /sqft Heating 0.10 CFM /sqft SLAB Area 1090 sqft Perimeter 25 ft Depth 2.50 ft ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** BUILDING DATA FOR Light Brigade: AC -4 Prepared By : Pro -Staff Mechanical,Inc 12 -06 -83 Block Load Lite Program v1.00 Page 2 of 2 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 3. WALL, ROOF AND GLASS DATA U -Value (BTU /hr /sqft /F) Weight (lb /sqft) Color EXTERNAL Window Window Reveal SHADING DATA Height = Width Depth = Exposure E Wall S Wall W Wall N Wall Roof (Hor) 0.090 M 6.0 ft 4.0 ft 4.0 in WALL ROOF Overhang Height Overhang Extension Fin Separation Fin Extension Gross Area Glass Area (sqft) (sqft) 0.0 0.0 250.0 0.0 672.0 0.052 M • GLASS U -Value Glass Factor Int. Shades ? O .0 0.0 8.0 0.0 O .0 0.620 0.60 N 2.0 in 48.0 in 1.0 in 1.0 in ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** r Z: w i V0 N pl cow .u. w o 2 g7.2 u. a N_ D. I- 0' Z F- LU ut D • O O o F✓: w W —O 2. U co ~ ,--: O 2 DETAILED BUILDING LOAD REPORT Building Name : Light Brigade: AC -4 12 -06 -83 Location : Seattle - Tacoma, Washington Block Load Lite v1.00 Prepared By : Pro -Staff Mechanical,Inc Page 1 of 1 ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 1. LOAD COMPONENT SUMMARY for July 1500 ( 82.0/ 66.0 F) Load Component Solar Loads Wall Transmission Roof Transmission Glass Transmission Skylight Transmission Partitions Lighting Other Electric People . Infiltration Miscellaneous Slab Pulldown /Warm -up Safety Factor Total Loads Ventilation Load Supply Fan Load Plenum Load Thru Wall Plenum Load Thru Roof Plenum Load - Lights Reheat Load Component Walls : NE E SE S SW W NW N Glass : NE SE S SW 0 0 0 0 0 Details 8 sqft 242 sqft 672 sqft 8 sqft 0 sqft 0 sqft 1.20 W /sqft 1.50 W /sqft 24 people 1,090 sqft 0/ 0/ 0 % 480 CFM 916 CFM 0 % 0 % 0 % Total Coil Loads 24,112 TABLE 2. WALL AND GLASS BREAKDOWN 0 0 0 0 0 0 0 0 0 0 242 128 0 0 0 0 Design Cooling Loads Sensible Latent (BTU /hr) (BTU /hr) 0 0 0 0 0 200 128 781 16 0 0 4,454 5,575 7,549 7,800 813 -274 0 0 0 0 0 19,515 7,526 3,578 -1,208 1,019 0 0 0 0 6,317 31,236 Total Cooling Cooling Heating Net Area Transmission Solar Load Transmission (sqft) (BTU /hr) (BTU /hr) (BTU /hr) 0 0 0 0 0 Design Heating (BTU/hr) 958 1,538 218 0 0 5,108 921 0 8,743 22,493 0 0 0 0 0 958 0 0 0 0 0 0 0 8 16 200 218 0 0 0 0 0 0 0 0 0 0 0 0 6W BUILDING SIZING SUMMARY Building Name : Light Brigade: AC -6 Location : Seattle- Tacoma, Washington Prepared By : Pro -Staff Mechanical,Inc r*********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 1. INPUT DATA -- WEATHER City State Data Source Latitude Elevation TABLE 2. INPUT DATA -- BUILDING System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust FAN Configuration : Blow -Thru Static Pressure : 1.50 in. TABLE 3. SIZING DATA -- COOLING Total coil load = Sensible coil load = Total sensible = Supply temperature = Supply air (actual)= Supply air (std) = Ventilation air = Direct exhaust air = Reheat required = Floor area (sqft) Overall U -value Vent air CFM /sqft Vent air CFM /person = Seattle- Tacoma = Washington = User Modified 47.5 deg. = 386.0 ft : Clg & Warm Air Htg 000 24 hrs TABLE 4. SIZING DATA -- HEATING Heating coil load = Ventilation load = Total load = Ventilation airflow= Supply airflow = 55.0 F 20.00 CFM /person 200 CFM 46,663 BTU /hr 37,488 BTU /hr 9,175 BTU /hr 800 CFM 1,695 CFM 12 -06 -83 Block Load Lite v1.00 Page 1 of 1 * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Summer dry -bulb = 82.0 F Coincident wet -bulb= 66.0 F Daily Range = 22.0 F Winter dry -bulb = 24.0 F Atmos. Clear. Num. = 1.05 THERMOSTAT SETPOINTS Cooling (Occ) 72.0 F Cooling (Unocc) : 72.0 F Heating 68.0 F FACTORS Coil Bypass 0.050 Safety (Sens) 25 % Safety (Latent) : 25 % Heating Safety 25 % RETURN AIR PLENUM : N 52,154 BTU /hr Load occurs @ July 1500 41,087 BTU /hr Outdoor Db /Wb = 82.0/ 66.0 F 30,682 BTU /hr Coil Conditions: 55.0 F Entering Db /Wb = 77.8/ 64.9 F 1,695 CFM Leaving Db /Wb = 55.0/ 54.4 F 1,671 CFM Apparatus dewpoint= 53.8 F 800 CFM Bypass factor = 0.050 200 CFM Resulting RH = 62.3 % 0 BTU /hr = 900 Total coil load = = 0.064 Sensible coil load = = 0.89 SQFT /Ton = = 20.00 Cooling BTU /hr /sqft = Cooling CFM /sqft = 4.35 Ton - 3.42 Ton 207.08 57.95 1.88 Heating BTU /hr /sqft = 51.85 Heating CFM /sqft = 1.88 Floor area (sqft) = 900 Overall U -value = 0.064 Vent air CFM /sqft = 0.89 Vent air CFM /person = 20.00 ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 6W BUILDING DATA FOR Light Brigade: AC -6 Prepared By : Pro -Staff Mechanical,Inc 12 -06 -83 Block Load Lite Program v1.00 Page 1 of 2 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Table 1. HVAC SYSTEM DESCRIPTION System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust : Cig & Warm Air Htg 0 24 hrs GENERAL BUILDING DATA Floor Area • 900.0 sqft Building Weight: M Exposures : N, E, S, W Are Multiple Wall, Roof, or Glass Types Used No. Partitions LIGHTING W /sqft Unocc Diversity: Wattage Mult.. Fixture Type OTHER ELECTRIC W /sqft Unocc Diversity: 55.0 F 20.00 CFM /person 200 CFM FAN Configuration : Blow -Thru Static Pressure : 1.50 in. ? N 0 1.75 W /sqft 0 % 1.00 Rec., Not Vented 1.50 W /sqft 0 % THERMOSTAT SETPOINTS Cooling (Occ) Cooling (Unocc) : Heating FACTORS Coil Bypass Safety (Sens) Safety (Latent) Heating Safety 72.0 F 72.0 F 68.0 F 0.050 25 % 25 % 25 % RETURN AIR PLENUM : N ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 2. GENERAL BUILDING DATA PEOPLE Total People : 40 People Unocc Diversity: 0 Activity Level : User - Defined Sensible Gain 255.0 BTU /hr /per Latent Gain 255.0 BTU /hr /per MISCELLANEOUS LOADS Sensible 2400 BTU /hr Latent • 0 BTU /hr Unocc Diversity: 0 `k INFILTRATION Cooling 0.10 CFM /sqft Heating 0.10 CFM /sqft SLAB Area 880 sqft Perimeter 25 ft Depth 2.50 ft ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Ce 6 a. • 00 coo, W w. (flu- I-0 ', Z F 2 a U • O N o H-. w H v. . . oe z BUILDING DATA FOR Light Brigade: AC -6 Prepared By : Pro -Staff Mechanical,Inc 12 -06 -83 Block Load Lite Program v1.00 Page 2 of 2 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 3. WALL, ROOF AND GLASS DATA U- Value (BTU /hr /sqft /F) Weight (lb /sqft) Color EXTERNAL Window Window Reveal SHADING DATA Height = Width = Depth Exposure E Wall S Wall W Wall N Wall Roof (Hor) WALL 0.0 0.0 200.0 0.0 580.0 0.090 M 6.0 ft 4.0 ft 4.0 in Gross Area (sqft) ROOF I GLASS 0.052 M Overhang Height Overhang Extension Fin Separation Fin Extension Glass Area (sqft) U -Value Glass Factor Int. Shades ? 0.0 0.0 4.0 0.0 0.0 0.620 0.60 N 2.0 in 48.0 in 1.0 in 1.0 in ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 00: LL. wO g LL ? (_ d: • o 2 U D W w; U LL O Z ' U � O ' DETAILED BUILDING LOAD REPORT Building Name : Light Brigade: AC -6 12 -06 -83 Location : Seattle - Tacoma, Washington Block Load Lite v1.00 Prepared By : Pro -Staff Mechanical,Inc Page 1 of 1 ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 1. LOAD COMPONENT SUMMARY for July 1500 ( 82.0/ 66.0 F) Load Component Solar Loads Wall Transmission Roof Transmission Glass Transmission Skylight Transmission Partitions Lighting Other Electric People Infiltration Miscellaneous Slab Pulldown /Warm -up Safety Factor Total Loads Ventilation Load Supply Fan Load Plenum Load Thru Wall Plenum Load Thru Roof Plenum Load - Lights Reheat Load Component Walls : NE E SE S SW W NW N Glass : NE E SE SW 0 0 0 0 0 Details 4 sqft 196 sqft 580 sqft 4 sqft 0 sqft 0 sqft 1.75 W /sqft 1.50 W /sqft 40 people 880 sqft 25/ 25/ 25 800 CFM 1,695 CFM 0 0 0 Total Coil Loads 41,087 TABLE 2. WALL AND GLASS BREAKDOWN 0 0 0 0 0 0 0 0 0 0 196 156 0 0 0 0 Design Cooling Loads Sensible Latent (BTU /hr) (BTU /hr) 0 0 0 0 0 100 156 765 15 0 0 5,363 4,603 10,185 10,200 959 -166 2,400 0 0 6,136 2,509 8,520 -1,475 1,884 0 0 0 0 0 . 0 0 0 0 Design Heating (BTU/hr) 776 1,327 109 0 0 4,217 910 1, 835 30,682 12,543 9,175 37,488 11,068 46,663 Total Cooling Cooling Heating Net Area Transmission Solar Load Transmission (sqft) (BTU /hr) (BTU /hr) (BTU /hr) 0 0 0 0 0 776 0 0 0 0 0 0 0 W NW N Hor 4 15 100 109 0 0 0 0 0 0 0 0 0 0 0 0 1 6W BUILDING SIZING SUMMARY Building Name : Light Brigade: AC -7 12 -06 -83 Location : Seattle- Tacoma, Washington Block Load Lite v1.00 Prepared By : Pro -Staff Mechanical,Inc Page 1 of 1 ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 1. INPUT DATA -- WEATHER City State Data Source Latitude Elevation TABLE 2. INPUT DATA -- System Type System Start Duration : Clg SIZING SPECIFICATIONS Supply Ventilation Exhaust Total coil load = Sensible coil load = Total sensible = Supply temperature = Supply air (actual)= Supply air (std) _ Ventilation air = Direct exhaust air = Reheat required = Floor area (sqft) Overall U -value Vent air CFM /sqft Vent air CFM /person = Seattle- Tacoma = Washington = User Modified = 47.5 deg. = 386.0 ft BUILDING FAN Configuration : Blow -Thru Static Pressure : 1.50 in. TABLE 3. SIZING DATA -- COOLING 29,131 BTU /hr 25,621 BTU /hr 22,933 BTU /hr 55.0 F 1,077 CFM 1,062 CFM 200 CFM 100 CFM 0 BTU /hr TABLE 4. SIZING DATA -- HEATING Heating coil load = Ventilation load = Total load = Ventilation airflow= Supply airflow = & Warm Air Htg 000 24 hrs 55.0 F 20.00 CFM /person 100 CFM 27,070 BTU /hr 9,372 BTU /hr 17,698 BTU /hr 200 CFM 1,077 CFM Summer dry -bulb = 82.0 F Coincident wet -bulb= 66.0 F Daily Range = 22.0 F Winter dry -bulb = 24.0 F Atmos. Clear. Num. = 1.05 THERMOSTAT SETPOINTS Cooling (Occ) 75.0 F Cooling (Unocc) : 75.0 F Heating 68.0 F FACTORS Coil Bypass 0.050 Safety (Sens) 25 t Safety (Latent) : 25 t Heating Safety 25 % RETURN AIR PLENUM : N Load occurs Outdoor Db /Wb = Coil Conditions: Entering Db /Wb = Leaving Db /Wb = Apparatus dewpoint= Bypass factor = Resulting RH = 936 Total coil load = 0.229 Sensible coil load = 0.21 SQFT /Ton = 20.00 Cooling BTU /hr /sqft = Cooling CFM /sqft = Heating BTU /hr /sqft = Heating CFM /sqft = Floor area (sqft) _ Overall U -value Vent air CFM /sqft = Vent air CFM /person = July 1500 82.0/ 66.0 F 77.3/ 63.7 F 55.0/ 54.4 F 53.8 F 0.050 50.9 t 2.43 Ton - 2.14 Ton 385.56 31.12 1.15 28.92 1.15 936 0.229 0.21 20.00 • ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 6W BUILDING DATA FOR Light Brigade: AC -7 Prepared By : Pro -Staff Mechanical,Inc 12 -06 -83 Block Load Lite Program v1.00 Page 1 of 2 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Table 1. HVAC SYSTEM DESCRIPTION System Type System Start Duration SIZING SPECIFICATIONS Supply Ventilation Exhaust : Cig & Warm Air Htg THERMOSTAT SETPOINTS 0 Cooling (Occ) 75.0 F 24 hrs Cooling (Unocc) : 75.0 F Heating 68.0 F 55.0 F 20.00 CFM /person 100 CFM FAN Configuration : Blow -Thru Static Pressure : 1.50 in. ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 2. GENERAL BUILDING DATA GENERAL BUILDING DATA Floor Area : 936.0 sqft Building Weight: M Exposures : N, E, S, W Are Multiple Wall, Roof, or Glass Types Used ? N No. Partitions : 0 LIGHTING W/sqft • 1.20 W /sqft Unocc Diversity: 0 % Wattage Mult. 1.00 Fixture Type : Rec., Not Vented OTHER ELECTRIC W /sqft • 1.75 W/sqft Unocc Diversity: 0 % PEOPLE Total People : Unocc Diversity: Activity Level : Sensible Gain . Latent Gain MISCELLANEOUS LOADS Sensible Latent • Unocc Diversity: INFILTRATION Cooling Heating SLAB Area Perimeter Depth ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FACTORS Coil Bypass 0.050 Safety (Sens) 25 % Safety (Latent) : 25 % Heating Safety 25 % RETURN AIR PLENUM : N 10 People 0 % Office Work 245.0 BTU /hr /per 205.0 BTU /hr /per 0 BTU /hr 0 BTU /hr 0 % 0.10 CFM /sgft 0.10 CFM /sqft 936 sqft 76 ft 2.50 ft U0 w w w D cl O : w z 1- 0 Z F - wi U .0 I-. w a Z co , O ? • Z BUILDING DATA FOR Light Brigade: AC -7 Prepared By : Pro -Staff Mechanical,Inc 12 -06 -83 Block Load Lite Program v1.00 Page 2 of 2 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 3. WALL, ROOF AND GLASS DATA U -Value (BTU /hr /sqft /F) Weight (lb /sqft) Color EXTERNAL Window Window Reveal SHADING DATA Height = Width = Depth = Exposure E Wall S Wall W Wall N Wall Roof (Hor) 6.0 ft 4.0 ft 4.0 in WALL ROOF 0.090 M M 0.052 M M Overhang Height Overhang Extension Fin Separation Fin Extension Gross Area Glass Area (sqft) (sqft) 230.0 36.0 0.0 390.0 48.0 80.0 30.0 0.0 78.0 0.0 GLASS U -Value Glass Factor Int. Shades ? 0.620 0.60 N 0.0 in 0.0 in 0.0 in 0.0 in ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 1 DETAILED BUILDING LOAD REPORT Building Name : Light Brigade: AC -7 12 -06 -83 Location : Seattle- Tacoma, Washington Block Load Lite v1.00 Prepared By : Pro -Staff Mechanical,Inc Page 1 of 1 ****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TABLE 1. LOAD COMPONENT SUMMARY for July 1500 ( 82.0/ 66.0 F) Load Component Solar Loads Wall Transmission Roof Transmission Glass Transmission Skylight Transmission Partitions Lighting Other Electric People Infiltration Miscellaneous Slab Pulldown /Warm -up Safety Factor Total Loads Ventilation Load Supply Fan Load Plenum Load Thru Wall Plenum Load Thru Roof Plenum Load - Lights Reheat Load Total Coil Loads 25,621 TABLE 2. WALL AND GLASS BREAKDOWN Component Walls : NE E SE S SW W NW N Glass : NE E SE S SW 0 0 150 288 0 0 6 8 0 0 0 0 0 0 312 78 0 80 0 30 0 Details 188 sqft 468 sqft 48 sqft 188 sqft 0 sqft 0 sqft 1.20 W /sqft 1.75 W /sqft 10 people 936 sqft 25/ 25/ 25 % 200 CFM 1,077 CFM 0 % 0 % 0 % Design Cooling Loads Sensible Latent (BTU /hr) (BTU /hr) 0 156 0 58 0 4,997 374 56 366 0 0 3,824 5,585 2,446 2,050 698 280 0 0 0 4,587 582 1,491 1,197 0 0 0 0 0 2,855 0 997 0 22,933 2,912 598 Design Heating (BTU /hr) 1,853 110 5,129 0 0 4,386 2,680 3,540 17,698 9,372 3,511 27,070 Total Cooling Cooling Heating Net Area Transmission Solar Load Transmission (sqft) (BTU /hr) (BTU /hr) (BTU /hr) 0 594 0 24 0 0 0 1,236 0 2,182 0 818 0 NW N Hot 0 0 0 0 0 0 0 0 78 152 1,144 2,128 • 0 0 0 0 City of Tukwila Steven M. Mullet, Mayor Fire Department Nicholas J. Olivas, Fire Chief FILE COPY 2 . UO coo u)W H u_ W O LL Q d H w zI I- 0 z I W uj The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable v co O o I W W FIRE ALARM SYSTEMS . u. O 1. H.V.A.C. units rated at greater than 2,000 cfm require auto- shutdown devices. These devices shall v co be separately zoned in the alarm panel and local U.L. central station supervision is required. (City 0 H . Ordinance #1900) z June 3, 2004 i Fire Department Review Control #M04 -091 Re: The Light Brigade — 837 Industry Drive Dear Sir: with the following concerns: 2. H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be equipped with an automatic shutoff Automatic shutoff shall be accomplished by interrupting the power source of the air- moving equipment upon detection of smoke in the main supply - air duct served by such equipment. Smoke detectors shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the manufacturer's installation instructions. (UMC 608) 3. Duct smoke detectors shall be capable of being reset from the alarm panel. (City Ordinance #1900) 4. Duct detectors shall send a supervisory signal only upon activation. 5. Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) 6. Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #1900) 7. U.L. central station supervision is required. (City Ordinance #1900) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 - 575 -4439 City of Tukwila Page 2 8. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1900) (UFC 1001.3) 9. Call the Tukwila Fire Department at 575 -4407 for approval of any system shut down. Have job site address, name and the Tukwila Fire Department Job Number available to confirm shut down approval. (City Ordinance #1900) 10. Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinances #1900 and #1901) These plans were reviewed by Inspector 510. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 ACTIVITY NUMBER: M04 -091 PROJECT NAME: THE LIGHT BRIGADE SITE ADDRESS: 837 INDUSTRY DRIVE X Original Plan Submittal Response to Correction Letter # DATE: 06 -01 -04 Response to Incomplete Letter # Revision # afteNbefore permit is issued DEPARTMENT : Buil ing 'vision Public Works ❑ Documents /routing slIp.doc 2-28-02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP og 5117 AW& (v- Fire Prevention LT Structural ❑ Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 06 -03 -04 Complete d Incomplete ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: REVIEWER'S INITIALS: TUES /THURS R�TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: PERMIT COORD COPY Not Applicable ❑ DUE DATE: 07 -01 -04 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions [D Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Z 2 f' '~ W QQ JU U O N � W • = H. • LL W O LL N Z � F— O Z 1— W 0 ON �F— W O id _ P _, O F— Z • AC -1 (EIS 3-Tis) SCALE: llr" -" ■!-400- CAS A • C, t AC -2 (New 3 -TN) New $"te Wiese Terwi.rtis. lines EF 1 --4-4) HVAC ROOF PLAN 1 FLOOR ROOF AC -3 (Esieile 3-Tee) Ezielfa8 taut �,,. --- Teremismiiwee 1 11 0 2" FLOOR ROOF AC-4 (Iww 3-TN) OSA I understand that the Plan Check and approval plans does not authorize Receipt of on adopted code or ordinance. tractors copy of approved plans acknowledged. e 0 , ,1 1 � rl y ACS TO '- _ .11- • r. .i C I ' ' LEGAL DESCRIPTION 1'a SEPARATE PERMIT REQUIRED FOR: ❑ MECHANICAL [ELECTRICAL 1101 LUMBING ( GAS PIPING CITY OF TUICWILA BUILDING DIVISION OCA -A New S "0 Mum* • Te•wiytie• frees EF -2 AC -7 (Navin 3-Tea) TAX V. NRVIN6 I AL 0!"/GMIPTIGN4 2132904 VIM& AT ! V4 GOM O' NIG 21- 2e-4Th N 16-0i -42 ri 1Oe•4 !R' TM6 0I- 41 -20 PI d1041• PT TO 1P70 TH r!t 1?GS $ 00 -12-02 I 200 r'TTAP ON COL OP A r'RIVAT! ON IYM14 ALdi SO GA. 9 OI -47 -28 POT1.r1 PT TAP Or CARE 7H T. ;;=r TO P'IMGlDIN• cci r AL 4APG Or GOWN TO ir'r nib PT RAO= PT 4 CIA r7-4q-es TM OP AL IN PR A TiJdO(T PM MAPS • 10-02-011 ! PI * MG Or GIMV! TOW f'* PT RM 210 PT 4 WAr1 -4 TM Or TAN DXY THTANIPINT TO PRICAVROD CAINE s 01-41-• 11 410 PT TM ON N.YM'N OP MNKLsR R.VD 713 L EAVROWO GL ALA !0 M N N 110-12 X19!7 FT IN LffAVMi W M/N N O 41 O ! MOM rT TO 71 110 IP At OMB R IIAI SCOPE OF WORK: • Fax now Trans Paladin' 3 -Ton gas/electric AC units with factory roof curbs, economizers and programmable thermostats. 206 • One new unit to servo Rooms 103, 104, 106, 100 and 108. O One new unit to serve Rooms 111, 112 and 113. • One new unit to serve Room 117. (s -TQN) ▪ One new unit to serve 121 through 127. • Existing 3-Ton unit to servo Rooms 101, 102, 120, 128. « Existing 3-Ton unit b serve Rooms 114 and 115. • Associated new ductwork distribution systems. • Twelve new diffusers, four return air grilles and relocate the existing diffusers & grilles to accommodate the new tenant lay -Ott • Supply & install six duct smoke detectors required by code. • IT Room 0128: One new Trans 2 -Ton duct -less split - system AC unit, rsfrigersnt piping and condensate piping. • EF -1: New exhaust fan and associated admit ductwork to serve Lunch Room 0104. • EF -2: New exhaust fan and associated exhaust ductwodc to serve Men's Restroorn •1104. • Remove two existing unit heaters a cap. • Clean all the existing diffusers & grilles with soap & water. • Gas piping. • Equipment start - up & test. • Air balancing. VICINITY NAP •2G" YsP°114 ash ins.:O S4 Nw� " essrmst,, p g ) lt JAN � - u t �. °� SITE PLAN ' • .4 yl i -er i yyy J ; --- AM 23 SCALE . 1' • 110'-0' 160 • i�r.n . • .'.•.1 : smog Ciao* a SITE CATION a QI AREA OF CONSTRUCTION r I • JOB +r9e3 reLi 4st P a l C� H 0'1 F- c'1 b0 cowl es ri p 3 a� ,14 F-4 U Go ta4 ask 5 Go o eu c% V � E-0 DRAWN DATE P. c . 7 /04 CONTENTS NUMBER M - 1 lir r • • • • • :A1,1 • ,! • • EQUIPMENT NOTES: 1. Refrigerant piping Max Length = 79' 2. Mount Outdoor Unit on new pressure treated wood sleepers. 3. Thermostat. 4. Exposed condensate drain piping out through the exterior pedometer walL 5. Verify indoor unit location nil tenant. NEW EXHAUST FAN SCHEDULE TAG Service Make MODEL TYPE C M SP NOTES 1115-Volt) EF4 Lunch Rm #1011 Air King AK -200LS Og. Mount 175 03" Amps -065 1, 2 EF-2 Men's #118 Air King AK 200LS C1g. Mount 175 �0.5" 065 1, 2 IT ROOM AC EQUIPMENT SCHEDULE INDOOR DUCT -LESS SPLIT- SYSTEM UNIT Make Model 1 Total Electrical Requirements CFM IAC -A TRANS MCW524AMUA 325 See installation instructions! OUTDOOR CONDENSING UNIT TOTAL Electrical ELECTRICAL SOUND Wert - UNIT Model # COOUNG EEii,/SEER Voltage RATING (BTUH) • (d OCL.A T1 U A 2 21,000 9.64/11.2 7.31r/60 MCA-15 00 125 N. I. . (zoos goo) AC -1 (Elia* 3 -Tarr) AC -2 (Now 3-Tos) -10 3OO' GFM *.fi r.' 1 ;--i GRIM 3So C.GM MODEL 1 COOLING (BTUH) COOLING SEER AC -2, 4, 6, 7 EQUIPMENT NOTES: 1. Economizer, 2. Duct Smoke Detector. 3. 7 -Day programmable night setback thermostats with 5 degree deadband capability. 4. Outside air intake to be 10' - 0" from exhaust outlet, gas flues & pI robing vents. ism � c F 1'% Remove existing wit rester'/ sod Mad over to RRUEF (i - I V P) AC-5_ (Existing 3-Tos) Ir 4" cFrA fir e) Exssr.s6 1 b0* E-$ 20a CF EXISTING ROOFTOP PACKAGE EQUIPMENT SCHEDULE zee -err MCA • 17.! FUSE mo 25 EXISTING CONSTRUCTION EQUIPMENT NOTES: 1. Add Duct Smoke Detectors to AC -3 and AC - 5. 2. Outside air intake to be 10' - 0" from %haust outlet, gas flues & pharaohs vents. AC -7 (New 3-Tos) ►+- 9 u # 130 c' N -1 Soo CF HVAC Notes: N =New E = Existing R = Relocate D =Demo U.T.R. = Up Through Roof WEIGHT' (LBS.) DRAWN P. DATE s /zVa+ • i1 • • r i • 4 Electrical Amps - • • EQUIPMENT NOTES: 1. Refrigerant piping Max Length = 79' 2. Mount Outdoor Unit on new pressure treated wood sleepers. 3. Thermostat. 4. Exposed condensate drain piping out through the exterior pedometer walL 5. Verify indoor unit location nil tenant. NEW EXHAUST FAN SCHEDULE TAG Service Make MODEL TYPE C M SP NOTES 1115-Volt) EF4 Lunch Rm #1011 Air King AK -200LS Og. Mount 175 03" Amps -065 1, 2 EF-2 Men's #118 Air King AK 200LS C1g. Mount 175 �0.5" 065 1, 2 IT ROOM AC EQUIPMENT SCHEDULE INDOOR DUCT -LESS SPLIT- SYSTEM UNIT Make Model 1 Total Electrical Requirements CFM IAC -A TRANS MCW524AMUA 325 See installation instructions! OUTDOOR CONDENSING UNIT TOTAL Electrical ELECTRICAL SOUND Wert - UNIT Model # COOUNG EEii,/SEER Voltage RATING (BTUH) • (d OCL.A T1 U A 2 21,000 9.64/11.2 7.31r/60 MCA-15 00 125 N. I. . (zoos goo) AC -1 (Elia* 3 -Tarr) AC -2 (Now 3-Tos) -10 3OO' GFM *.fi r.' 1 ;--i GRIM 3So C.GM MODEL 1 COOLING (BTUH) COOLING SEER AC -2, 4, 6, 7 EQUIPMENT NOTES: 1. Economizer, 2. Duct Smoke Detector. 3. 7 -Day programmable night setback thermostats with 5 degree deadband capability. 4. Outside air intake to be 10' - 0" from exhaust outlet, gas flues & pI robing vents. ism � c F 1'% Remove existing wit rester'/ sod Mad over to RRUEF (i - I V P) AC-5_ (Existing 3-Tos) Ir 4" cFrA fir e) Exssr.s6 1 b0* E-$ 20a CF EXISTING ROOFTOP PACKAGE EQUIPMENT SCHEDULE zee -err MCA • 17.! FUSE mo 25 EXISTING CONSTRUCTION EQUIPMENT NOTES: 1. Add Duct Smoke Detectors to AC -3 and AC - 5. 2. Outside air intake to be 10' - 0" from %haust outlet, gas flues & pharaohs vents. AC -7 (New 3-Tos) ►+- 9 u # 130 c' N -1 Soo CF HVAC Notes: N =New E = Existing R = Relocate D =Demo U.T.R. = Up Through Roof WEIGHT' (LBS.) DRAWN P. DATE s /zVa+ • i1 • • r i • 4