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: grAi MILLER RECEIVED CONSULTING JUL U 2 2009 ENGINEERS CITY OF TIGARD STRUCTURAL CALCULATIONS BUILDING DIVISION Mechanical Unit Replacement - Gator Pub & Eatery 11475 SW Pacific Hwy, Tigard Rose City Heating June 30, 2009 cjr op,ICARD Project No. 090501 4 pages AppreVed.•“•... B00 LAW= Foti r Principal Checked: :�.: %. M . oAIC'n11 F : r iJ Ae THESE CALCUL •' 1 . '! .'i• ±: , ,I, ti ID IF SEAL ts3401a ` ;,e, 6 1 2 4o. � v. • v 9* sD� OFFICE COPY gRY 2s. . AND SIGNA ' ` +. : + y ;). •RIGINAL [EXPIRES: 123000 °1 1 * ** LIMITATIONS * ** ENGINEER WAS RETAINED IN A LIMITED CAPACITY FOR THIS PROJECT. DESIGN IS BASED UPON INFORMATION PROVIDED BY THE CLIENT, WHO IS SOLELY RESPONSIBLE FOR ACCURACY OF SAME. NO RESPONSIBILITY AND / OR LIABILITY IS ASSUMED BY, OR IS TO BE ASSIGNED TO THE ENGINEER FOR ITEMS BEYOND THAT SHOWN ON THESE SHEETS. 9570 SW BARBUR, #100 PORTLAND, OR 97219 PHONE (503) 246 -1250 • FAX (503) 246 -1395 9570 SW Barbur Blvd., Suite 100 Portland, Oregon 97219-5412 Phone (503) 246 -1250 Fax (503) 246 -1395 www.millerengrs.com American Consulting 4.1 Engineers Council PROVIDE CLIP CONN. 16 GA AT EA. SIDE OF UNIT ,, C: \ ; ( ;i 4 7"' .. 11144011. Ili (3) #12- 14x1" SELF— TAPPING SCREWS EA. SIDE .9 ADAPTER EA. CONNECTION I CURB (SEE MFG. DWG.) PROVIDE MIN (3) #12 -14 X 1" SELF — TAPPING EA. SIDE OF UNIT. (TYP.) (E) CURB ∎Aw�A�����■■ FIELD VERIFY MIN. (3) #8 x 2" WOOD SCREWS INTO h FRAMING BELOW EA. SIDE OF UNIT UNIT PLAN CLIP CONN. DETAIL • ' g9,UCTVR .4.. _ �DPik r 17U/� L — I 5 °tPda 4p s C oie � r - � - - - ■ • , c .• • t _` R. AL END ELEV. tOSRES: 12 -2009 -1 SIDE ELEV. MECH. UNIT - ADAPTER CURB ANCHORAGE N.T.S. 9570 SW Barbur Blvd. Project Name MECHANICAL UNIT REPLACEMENT Project # 090501 E S Suite One Hundred M Portland, OR 97219 -5412 Location 11475 SW PACIFIC HWY, TIGARD OR MILLER Client ROSE CITY HEATING CONSUL 7INC (503) 246 -1250 FAX: 246 -1395 ENGINEERS By MC Ck Dote 06.30.09 page 2 of 2 • STRUCTURAL NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION OF ALL ITEMS AND WORK NECESSARY FOR COMPLETION OF THE PROJECT AS INDICATED BY THE CONTRACT DOCUMENTS. SHOULD ANY QUESTION ARISE REGARDING THE CONTRACT DOCUMENTS OR SITE CONDITIONS, THE CONTRACTOR SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM THE ENGINEER BEFORE BEGINNING THE PROJECT. THE ABSENCE.OF SUCH REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION THEREOF. ALL PHASES OF THE WORK SHALL CONFORM TO THE STATE OF OREGON 2007 EDITION STRUCTURAL SPECIALTY CODE, EFFECTIVE DATE APRIL 1, 2007, BASED ON THE 2006 INTERNATIONAL BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONFORMANCE TO ALL SAFETY REGULATIONS DURING CONSTRUCTION. 2. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SPECIFICALLY NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS. ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND RELATED EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD. ANY MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL INSTALLATION OR WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED MATERIAL IN A WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE. 3. THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. MILLER CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS AND SPECIFICATIONS OR THE DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. OBSERVATION VISITS TO THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE STRUCTURAL ENGINEER'S RESPONSIBILITY UNLESS THE CONTRACT DOCUMENTS SPECIFY OTHERWISE. 4. DESIGN LOADS: THE FOLLOWING ARE THE DESIGN REQUIREMENTS: 1 4A U C T U R 4:. A) WIND DESIGN : BASIC WIND SPEED (3 SEC) = 94.5 MPH 9 P ` f I W = 1.0 • c a G 8 G BUILDING CATEGORY = II r 7 1; 7 Si EXPOSURE = B • — B) SEISMIC DESIGN: IE = 1.0 SEISMIC USE GROUP = II ti(� ,L S = .958; S = . 342 17 ` � ` .•'9 2 3. , • SITE CLASS = D < A. ALB Sp = .71 • SEISMIC DESIGN CATEGORY = D 1es: 12 �t 1 -2QOq ap = 2.5 1 Rp = 6.0 PROCEDURE = ASCE7 NONSTRUCTURAL COMPONENTS a 9570 SW Barbur Blvd Mechanical Unit Replacement - Gator Pub t Suite One Hundred Project Name ��j�8{y# 090501 Mk Portland, OR 97219 -5412 Location 11475 SW Pacific Hwy, Tigard MILLER Client Rose City Heating CONSULTING (503)246 -1250 ENGINEERS Fax: 246 -1395 By MC Ck'd Date 6/30/09 Page 1 of a- Building Code: 2006 International Building Code as amended by the state of Oregon Soils Report: No Soils Report by: N/A Dated: N/A Soil Bearing: 1500 PSF Retaining Walls: No J Equivalent Fluid Pressure (active): N/A PCF Passive bearing: N/A PCF Friction: N/A Structural System: Building Structure Vertical System: Lateral Sys: Element Load Type Basic Design Value (PSF) Loads: Load Type • Value (PSF) • Deflection Criteria Lateral Design Parameters: Wind Design: 2006 IBC / ASCE 7 -05 Wind Speed (3 sec Gust): 94.5 MPH Exposure B Importance Factors l = 1.00 I = 1.00 i = 1.00 I = 1:00 Occupancy Cat: II (wind) (seismic) (snow) (ice) (Iw = 1.0 with wind concurrent with ice) • Seismic Design Seismic Design Parameters based on USGS Seismic Hazard Curves for: Conterminous 48 States 2003 NEHRP Seismic Design Provisions 2% PE in 50 years, 0.2 sec SA = Ss Latitude = 45.44259 2% PE in 50 years, 1.0 sec SA = S7 Longitude = - 122.74586 Spectral Response Accelerations Ss and 51 (Site class B parameters are indicated on this page, for actual site class Ss and S1 = Mapped Spectral Acceleration Values used in design, refer to seismic design summary) Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 0.958 (Ss, Site Class B) 1.0 0.342 (51, Site Class B) Design Summary: The scope is limited to the anchorage of two replacement mechanical units. Two 7.5 ton equal size, American Standard YSC092 units with operating weights of 1428 lbs each. The existing units (Duopac YAC) is one 10 ton unit with a weight of 1825 lbs and one 7.5 ton unit with a weight of 1530 lbs. Since the new units weigh less than the original units removed, the analysis is for seismic and wind anchorage. This information was provided by our client. ® 9570 SW Barbur Blvd. Project Name: Mechanical Unit Replacement - Gator Pub & Eatery Project #: 090501 - ® Suite One Hundred Portland, OR 97219 Location: 11475 SW Pacific Hwy, Tigard MILLER (503)246 -1250 Client: Rose City Heating Consulting FAX: 246 -1395 (94 Engineers BY: MC Ck'd: " ~+ Date: 06/30/09 Page 1 of 4 UNIT DIMENSIONS: a Unit Height, H = 3.91 (ft) ' Unit Short Dim., W = 4.44 (ft) Unit Long Dim., W = 7.39 (ft) Adaptor Curb Short Dim., Wcs, = 3.86 (ft) ws Adaptor Curb Long Dim., Wu, = 6.71 (ft) SHORT (ft) Bottom Curb Short Dim., W = 7.33 DIRECT Bottom Curb Long Dim., WC = 5.33 (ft) �``- Adaptor Curb Height, C1= 1.17 (ft) x ` V Bottom Curb Height, C2 = 0.67 (ft) _ /LONG DIRECTION Unit C.G., CG = 1.95 (ft) � MISC. INFORMATION: \ \ \ \`��`` Adaptor Curb wt. = 100 0 - -..�Q \ \V Bottom Curb wt. = 150 (lbs.) ' - -' / A �„ Unit Wt.= 1428 (lbs.) Total WT = 1678 (lbs.) WCS2 Roof Height = 15 (ft) Copyright © 2007, Miller Consulting Engineers. Inc. SEISMIC: IBC LOADING USING ALLOWABLE STRESS DESIGN Elements of Structures, Nonstructural Components, and Equipment Supported by Structures Site Class D ASCE 7, Sec. 20.3, Table 20.3 -1, pg. 205 Life Safety Equipment? No Seismic Design Category D ASCE 7, Sec. 11.6, pg 116 Occupancy Use Category II IBC 2006 Sec 1604.5, pg 281 S.= I 95.80% IASCE 7, Figure 22 -1 through Figure 22 -14 (0.2 sec response), pages210 -227 Fa= 1.12 Table 11.4 -1, ASCE 7, pg 115 (Linear interpolation is used) SMS= 1.07 eqn. 11.4 -1, ASCE 7, pg 115 SDS = 0.71 eqn. 11.4 -1, ASCE 7, pg 115 I, 1.00 ASCE 7 -05 Sec 13.1.3, pg 143 a 2.5 ASCE 7 -05 Table 13.6 -1, pg 149 RP 6.0 ASCE 7 -05 Table 13.6 -1, pg 149 h, (ft)= 15 Component attachment elevation w / respect to grade Structure roof elevation with respect to grade FP 0.36 • Wp ASCE 7 -05 Eq. 13.3 -1, pg 144 OR 1.14 • Wp ASCE 7 -05 Eq. 13.3 -2, pg 144 Not less than 0.21 • Wp ASCE 7 -05 Eq. 13.3 -3, pg 144 I FP 0.2SosWp 0.357 • Wp = 0.143 • Wp 1 (ASCE7-055ec. 13.3, pg 145) Equipment Overturning (Seismic) 0 . 7 ( 0 . 2 SDSWP) Center of 0 Mot 0.6M, (ft- Holdown LOCATION 0.7F (Ibs) (Ibs) mass (ft) Width, W. (ft) (ft -Ibs) M, (ft -Ibs) Ibs) Force (Ibs) Unit -to -Curb 356 143 1.95 4.44 1013 3168 1901 Adaptor curb -to -Curb 381 153 0.58 3.86 1422 3362 2017 Bottom Curb -to -Roof 419 168 0.34 _ 7.33 1785 3912 2347 *(Basic load comb. 0.6D +0.7E IBC2006 eqn. 16-15, pg 282 ASCE 7 -05 sec. 2.4.1(8), pg 5) di 9570 SW Barbur Blvd Mechanical Unit Replacement - Gator Pu Eate Suite One Hundred Project Name`ro)ec# 090501 _ Portland, OR 97219 -5412 Location 11475 SW Pacific Hwy, Tigard MILLER Client Rose City Heating CONSULTING (503)246 -1250 ENGINEERS Fax: 246 -1395 By MC Ck'd Date 6/30/09 Page a- of4 WIND: Design per IBC 2006 (ASCE 7 -05) Wind zone 94.5 MPH (3 second Gust) • TOP OF UNIT HEIGHT = 20.74 ft IMPORTANCE FACTOR (I) = 1.00 ASCE 7 -05, Table 6-1, pg 77 Exposure Category = B ASCE 7 -05, Sec .6.5.6.3, pg 25 Case = 1 ASCE 7 -05, Figure 6-3, pg 79 z = 30.00 ft Kz = 0.70 ASCE 7 -05, Figure 6 -3, pg 79 K = 0.9 ASCE 7 -05, Figure 6-4, pg 80 K1= 0 ASCE 7 -05, Figure 6-4, pg 45 K2 = 1 ASCE 7 -05, Figure 6-4, pg 45 K3 = 1 ASCE 7 -05, Figure 6-4, pg 45 K = 1 ASCE 7 -05, Figure 6-4, pg 45 C, = 1.34 ASCE 7 -05, Figure 6-21, pg 74 G = 0.85 ASCE 7 -02, sec 6.5.8, pg 30 q = 0.00256K 14.41 psf, ASCE 7 -05, eq. 6 -15, pg 27 F = q ' G C, 16.42 psf, (per area) ASCE 7 -05 Eq. 6-27, pg 29 Equipment Overturning (Wind) LOCATION Lateral Force Lever Arm (ft) Width, Ws (ft) M„ (ft- M, (ft 0.6M, (ft- Holdown (Ibs) Ibs) Ibs) Ibs) Force (Ibs) Unit -to- Adaptor 474 1.95 4.44 925 3168 1901 0 Adaptor to Base Curb 602 2.58 3.86 1553 3362 2252 0 Base Curb to Roof 661 2.92 7.33 1932 3911.60417 2347 0 '(Basic load comb. 0.6D +W IBC2006 eqn. 16-14, pg 282 DESIGN FORCES: ASCE 7 -05 sec. 2.4.1(7), pg 5) Total Lat. Load Uniform Shear Total Uniform UNIT - to-ADAPTOR Tension (Ibs) (Ibs/f) Tension (Ibs) (lbs/ft) Short Direction 474 53 0 0 Long Direction 356 24 0 0 Total Lat. Load Uniform Shear Total Uniform ADAPTOR - to-BASE CURB Tension (Ibs) (Ibs/If) Tension (Ibs) (lbs/ft) Short Direction 602 78 0 0 Long Direction 381 28 0 0 Total Lat. Load Uniform Shear Total Uniform BASE CURB -to -ROOF Tension (Ibs) (Ibs /f) Tension (Ibs) (lbs/ft) Short Direction 661 45 0 0 Long Direction 439 41 0 0 9570 SW Barbur Blvd Mechanical Unit Replacement - Gator Pu} Pat Suite One Hundred Project Name ►srolec It 090501 IS Portland, OR 97219 -5412 Location 11475 SW Pacific Hwy, Tigard MILLER Client Rose City Heating CONSULTING (503)246 -1250 c � ^ ENGINEERS Fax: 246 -1395 By MC Ck'd FZ - Date 6/30/09 Page 'j of4 Cbt�iJEC -' i,utiS A Lora,, %- klp C1,4 \I MtT To PpcY7aP-___/ kDH-P iv} ?_`t? '/f c °rc'- = Col' /z SIDE : col - W12. - I 4 all ow41 t A - 1 ..ft -, (Z = 3 o ( = 11-7 U.& 7 ? o 4. °I % scfr. W2E (3) — /z X / SELF - 7A ?&`bc scpl„ I.)/ /6 &,f. cc,p . rYf EA- 51of 01 mil-. - 6P, co.(z -e. Tb Roo'F U = (o(°/ 412- Srp - ' 3JI 4 . :,..,., : �' - 9 % , (e.« a (It (}(1 .3 2 4 6 _ 4 - ) ( ;) = 355 `- 7331 - GD iti ( 3) . 0 8 x2''wcoD & -,.... EV tiL7' 5/.9 -c ED 1. 5/oE of. T't1,E eua-rs /$J ?oor +rkri Itiej . _e r 8 L_t1 _ 3 t-<< r� s PtQ D • • 9570 SW Barbur Blvd Mechanical Unit Replacement - Gator Pub & Eatery 090501 Suite One Hundred Project Name Project # igr ® 11475 SW Pacific Hwy, Tigard Portland, OR 97219 -5412 Location MILLER Rose City Heating Client CONSULTING (503)246 -1250 MC 6/30/09 ii of 4 ENGINEERS Fax: 246 -1395 By Ck'd 1 Date Page '_. -... .. ... ... ..... o..uo..v ti v a .vv ii v�vi 06/29/2009 08:13 FAX 253 922 0769 Columbia Mfg. a0005/0005 ' JUM -29 -2009 11:58AM FRO* PLENUMS 1MC. +1727526d274 T -476 P.002/002 F -468 Fel 9- c1.s c-C- , C ADAPTER CURB FOR TRANE TSCFTH C/WSCIYSC/Y1'IC072 -120A I ADAPTER CLe 48 air INSULATED TOP COVER 14` .444/1111%11111111011°` 1• - R/A - I - . • E 7� STnvc B DP U NIT 559/579/5990090 -120 /HSgUC11O'NSt 5420090.120 1. REMOVE OLD A/C UND". 2. APPLY 1 x 1 1/4" GASKETING. STANDARD FEATURES; 3. TNSTALL & SECURE ADAPTER CU AN ' HEAVY GA. GALV. STEEL CONSTRUCTION INSULATED TOP COVER O EXIST CURB AS • FULLY INSULATED VVITH'1"• 1.5 LB. REQUIRED BY LOCAL BUILDING CODE DENSITY INSULATION. 4. APPLY 114• x 1 114" CASK nNG ' 1/4" x 1 114' GASKETING ON ADAPTER CURB. ' SHIPPED FULLY ASSEMBLED 5. INSTALL& SECURE NEW A/C UNIT ON ADAPTER CURB AS • SUPPLY AND RETURN DUCT REQUIRED BY LOCAL. BUILDING CODE. CHAMBERS INCLUDED PRODUCT SUBMITTAL QUOTE # ( „4•-y-,r- Post -it° Fax Note 7671 Date l� urns Inc. Model TC43ACT9C120 To Ch 4 From i ( ufacturers Equip. / � roved CoiDept. Co. Phone U Phone# MTwOUTNQTICE FARM: TCGa4C7emiam71/07l2007 Fax #5c 3_ GsS- ci(,G,c Fax A Y i-oa 1tr�e-1-..Yr GNU-? 1' eEF t 3 ®10 Ton R410A PKGD Unitary Gas /Electric Rooftop Job Information ; ` ° " fi Job01 h':.• ?=t' Y w�.4k; HEATING & AIR CONDITIONIN( Tag YSC090A3RMA Quantity 1 Model number YSC092 Unit Information Tonnage 7.5 Ton Unit function DX cooling, gas heat Min. unit operating weight 1066.0 lb Max. unit operating weight 1428.0 lb Design Airflow 3000 cfm Cooling Information Gross Total Capacity 93.99 MBh • Gross Sensible Capacity 69.14 MBh Gross Latent Capacity 24.85 MBh Net Total Capacity 91.20 MBh Net Sensible Capacity 66.35 MBh Net Sensible Heat Ratio 0.73 Number Cooling Entering DB 80.00 F Cooling Entering WB 67.00 F Cooling Leaving Unit DB 59.52 F Cooling Leaving Unit WB 57.20 F Ambient Temp 95.00 F Heating Information Heating capacity Medium gas heat 3ph Input Heating Capacity 150.00 MBh Output Heating Capacity 121.50 MBh Heating EAT 70.00 F Heating LAT 107.80 F Heating Delta T 37.80 F Motor /Electrical Information Voltage 208 - 230/60/3 Design ESP 0.50 in H2O Indoor Motor Power 0.85 kW Indoor mtr operating power 1.15 bhp Indoor RPM 768 rpm Outdoor Motor Power 0.69 kW Compressor Power 6.32 kW System Power 7.23 kW SEER/EER @ ARI 11.20 btuh/watt MCA 43.30 A MOP 50.00 A r'.mmnrceenr 1 RI A 1 an A Guannratnr fan PI A Al A • Fog- +`SERE. —N -C 6142- 2 .►e -- R 3 -10 Ton R410A PKGD Unitary Gas/Electric Rooftop (Y4C) Job01 - F -•' : t :� Items: YSC090A3RMA ; 4. ''J M1,' I `1 -_ •t - (This item is not 'In Job') - 6/17/200912:53:29PM HEATING & AIR CONDITIONING TOP PANEL • EVAPORATOR '',.... ''' VAPORATOR ` �" SECTION ACCESS PANEL - \ CONDENSER FAN CONDENSATE DRAIN (ALT) ^ 3/4 " -14 NPT DAI. HOLE \ \ . / " (r rll p01 111 ) c ONDENSER COIL 41/4' �\\ 275/8 \ ® p • \% UNIT CONTROL WIRE 7/8" DIA. HOLE ,..b,...-41 SERVICE SERVICE GAUGE PORT ACCESS 1 3/8" DIA. HOLE 47 7/8" � \ - i UNIT POWER WIRE ■... \._ •0NTROL AND COMPRESSOR ACCESS PANEL 1/2" NPT GAS CONNECTION (80MBH & 120MBH) 3/4" NPT GAS CONNECTION (150MBH, 200MBH & 250MBH) ISOMETRIC - PACKAGED 35/8 "� X17 1/2"-=- 9 7/8" -17 12 4" 1 321/8" RETURN 33" SUPPLY / r / �0)` 1 THROUGH THE BASE ELECTRICAL ` /// /THROUGH FACTORY INSTALLATION) 2 314" r4 518" 4" 3/4" i 4 1/8" �� i I 1 i 4 / I 1 57 0 - J, AIR FLOW �27 5/8" THROUGH THE / 12" GAS 40 3/4" - BASE CONDENSATE —' CONNECTION DOWNFLOW- PENETRATION - I • .. � o 46 7B" HORIZONTAL RETURN AIR FLOW RETU !/2 1/4" � d 8 9 —o - 5 518" L----/ I I , t -j- :::: :: P a 111 �J 4 1/4 1 ----19 1/4" - 93/8" - 16 3/4"--...-1 3 7 /8" 55/8 7 5/8" �� CONDENSATE r 66 s/a° 53 1/4" HORIZONTAL- PENETRATION RIGHT - PACKAGED 3 3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop (Y4C) Job01 Rims: YS40A3RMA (This item is not 'In Job) HEATING & AIR CONDITIONING . 611712009 12:53:31 PM ,-:-- . • .. ,, . , ' '-----.7--- ------- ' ' ' :::.- ......—='.000.• ....-_-........ .-,, ::::„, , .....-.........,-... 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N/A Motor Speed (RPM): — Motor Speed (RPM): N/A Motor Speed (RPM): N/A Phase 3 Phase N/A Phase N/A Full Load Amps: 6.30 Full Load Amps: N/A Full Load Amps: N/A Locked Rotor Amps: 48.0 Locked Rotor Amps: N/A Locked Rotor Amps: N/A COMPRESSOR Circuit 1/2 OUTDOOR MOTOR Number: 2 Number: 1 Horsepower: 3.7/3.1 Horsepower. 0.7 Phase: 3 Motor Speed (RRM): 1100 Rated Load Amps: 11.9/10.2 Phase: 1 Locked Rotor Amps: 91.0/88.0 Full Load Amps: 3.85 Locked Rotor Amps: 9.30 POWER EXHAUST ACCESSORY 131 FILTERS REFRIGERANT (2) (Field Installed Power Exhaust) Type R -410 Phase: N/A Type: Throwaway Horsepower: N/A Furnished: Yes Factory Charge Motor Speed (RPM): N/A Number 4 Ciruit #1 7.1 lb Full Load Amps: N/A Recommended 20'525'x2" Ciruit #2 6.6 lb Locked Rotor Amps: N/A NOTES: 1. Maximum (HACR) Circuit Breaker sizing is for installations in the United States only. 2. Refrigerant charge is an approximate value. For a more precise value, see unit nameplate and service instructions. 3. Value does not include Power Exhaust Accessory. 4. Value includes oversized motor. 5. Value does not include Power Exhaust Accessory. 6. EER is rated at ARI conditions and in accordance with DOE test procedures. 3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop (Y4C) Job01 ' . .. 'tains: YSCO90A3RMA -',,-"'-",;,.; %,..4 -• - ;,:.--:'.-;-,.,,, A ,-.. ,;:.3 :2 (This item is not 'In Job') V17/2009 12:53:32 PM HEATING & AIR CONDITIONING INSTALLED ACCESSORIES NET WEIGHT DATA ACCESSORY WEIGHTS • ECONOMIZER 36.0 lb MOTORIZED OUTSIDE AIR DAMPER 0 0 MANUAL OUTSIDE AIR DAMPER 41/ BAROMETRIC RELIEF I i 10.0 lb 1 OVERSIZED MOTOR ' 0 ■ . . , , ,— " ' %,--'-'' BELT DRIVE MOTOR N/A i &MAI POWER EXHAUST v 4 VW iy THROUGHT THE BASE ELECTRICAL (FIOPS) I I N/A UNIT MOUNTED CIRCUIT BREAKER (HOPS) N/A %14•4";= UNIT MOUNTED DISCONNECT (FIOPS) N/A POWERED CONVENIENCE OUTLET (FlOPS) N/A s-- HINGED DOORS (FIOPS) 1 N. 0 HAIL GUARD N/A SMOKE DETECTOR, SUPPLY / RETURN N/A CORNER WEIGHT NOVAR CONTROL N/A STAINLESS STEEL HEAT EXCHANGER N/A ROOF CURB 115.0 lb BASIC UNIT WEIGHTS L CORNER WEIGHTS CENTER OF GRAVITIY SHIPPING NET 0 370.0 lb 0 I 265.0 lb (E) LENGHT (F) WIDTH 1059.0 lb 916.0 lb 0 160.0 lb 0 I 121.0 lb 41" 22" NOTE: 1. CORNER WBGHTS ARE GIVEN FOR INFORMATION ONLY. II 2. TO ESTIMATE SHIPPING WEIGHT ADD 5 LBS TO NET WEIGHT. i 3. BASIC UNIT WEIGHT DOES NOT INCLUDE ACCESSORY WEIGHT. TO OBTAIN TOTAL WEIGHT, ADD ACCESSORY NET WEIGHT TO BASIC UNIT WEIGHT. 4. WEIGHTS FOR OPTIONS NOT LISTED ARE >5 LBS. , , %... . - .11P• . ..?..>....„„..v---- -- -=, -- '='- _ N N. P PP- k ' RIGGING AND CENTER OF GRAVITY ger(42 3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop (Y4C) Job01 J ., Reins: YSC0.90A3R MA ! (This item is not 'In Job') e/17/2009 12:53:33 PM HEATING 8 AIR. CONDITIONING <1 3/4" 13 15/16" 4 4, 1 3/4" 1, - • 84 lir 50 3/8" ACCESSORY - ROOF TOP CURB 84" 18 1/2' 1 SIT 18 1/2" 1" 1" - 1" F34 3/8" 343/8' 497/8' ACCESSORY - ROOF TOP CURB . . • gr? -3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop (Y4C) Job01 Items: YSC090A3R MA • r L•C Crhis item is' not 'In Job') .6/17/2009 12:53:33 PM HEATING & AIR CONDITIONING 11/16" 33 11/16" 33 11/16" %111111111111 11/16" 111 1441444 N 114114144 41s oNh • Doveiflow Duct Connections - Fleld Fabricated All Flanges - 1 1/4' • ACCESSORY - DUCT CONNECTIONS gc-P5 .3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop (Y4C) Job01 ".•.. , - Items: YSCl290A3RMA ?' --f :/;V:.-4 ;'V.,-' -.-C -./-,"/ ; t.-•::- (This item is. not 'In Job') .6/17/2009 12:53:33 PM HEATING & AIR CONDITIONING i - ... . , " . - - - - " -.. \ ' ■ , , , , . . . . \ (92 ' ' ■ , . , ('''' N N!tlt,1 V-4 •114,, 4ts,,, ::<,,,,,,....r,, klk,... 11•41414444sz„,., i hibil, 411 ' ECONOMIZER HOOD BAROMETRIC RELIEF HOOD—/ , A V . , BAROMETRIC RELIEF HOOD Al 7 1- 3/4° ACCESSORY - BAROMETRIC RELIEF DAMPER HOOD • .... . _ . ggf '1 3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop (Y4C) Job01 ., Items: YSCQ90A3R MA (This item is ,;.,---,i not In Job) . 6/17/2009 12:53:34 PfV1 HEATING & AIR CONDITIONING ._...---......„. -• ‘ , ... N..N.,,,,, • 1 c- % ..‹.--; - ' --- z--------___ •N _.,,, • 1 1444 No I IL I ,. N— ECONOMIZER HOOD ....■,.....„,,...„.............--... ............................................. x.........e.::.:.%:...x. e..x.x.x. — — — — — — — — , ECONOMIZER HOOD El 0 0 MIMI OM. 0 0 ACCESSORY - ECONOMIZER HOOD — • — 3-10 Ton R410A PKGD Unitary Gas /Electric Rooftop (Y4C) Job01 Items: YSC090A3RMA s a is not ) - .f + - ( (This item i y n Job ;£ 5 � °yy(( ` (g '`L' ° n � { * � 6/17/2009 12:53:35 PM HEATING & AIR CONDITION General The units shall be convertible airflow . The operating range shall be between 115 °F and 0 °F in cooling as standard from the factory for units with microprocessor controls. Operating range for units with electromechanical controls shall be between 115 °F and 40 °F. Cooling performance shall be rated in accordance with ARI testing procedures. All units shall be factory assembled, infernally wired, fully charged with R -410A, and 100 percent run tested to check cooling operation, fan and blo% rotation, and control sequence before leaving the factory. Wiring internal to the unit shall be colored and numbered for simplified identification. Units shall be UL listed and labeled, classified in accordance to UL 1995 /CAN /CSA No. 236 -M90 for Central Cooling Air Conditioners. Canadian units shall be CSA Certified. Casing Unit casing shall be constructed of zinc coated, heavy gauge, and galvanized steel. Exterior surfaces shall be cleaned, • phosphatized, and finished with a w eather- resistant baked enamel finish. Unit's surface shall be tested 1000 hours in a salt spray test in compliance with ASTM B117. Cabinet construction shall allow for all maintenance on one side of the unit. All exposed vertical panels and top covers in the indoor air section shall be insulated with a cleanable foil- faced, fire - retardant permanent, odorless glass fiber material. All insulation edges shall be either captured or sealed. The unit's base pan shall ha no penetrations within the perimeter of the curb other than the raised 1 1/8" high dow nflow supply /return openings to provid an added w ater integrity precaution, if the condensate drain backs up. The base of the unit shall have provisions for forklift and crane lifting, with forklift capabilities on three sides of the unit. Unit Top The top cover shall be one piece construction or, w here seams exist, it shall be double - hemmed and gasket - sealed. The ribbed top adds extra strength and enhances water removal from unit top. Compressors All units shall have direct - drive, hermetic, scroll type compressors with centrifugal type oil pumps. Motor shall be suction gas - cooled and shall have a voltage utilization range of plus or minus 10 percent of unit nameplate voltage. Internal overload shall be provided with the scroll compressors. Crankcase heaters shall be included. Refrigerant Circuits Service pressure ports, and refrigerant line fitter driers are factory - installed as standard. An area shall be provided for replacement suction line driers. Evaporator and Condenser Coils Internally finned, 5/16" copper tubes mechanically bonded to a configured aluminum plate fin shall be standard. Coils shall be leak tested at the factory to ensure the pressure integrity. The evaporator coil and condenser coil shall be leak tested to 200 psig and pressure tested to 450 psig. The condenser coil shall have a patent pending 1 +1 +1 hybrid coil designed with slight gaps for ease of cleaning. A removable, reversible, double - sloped condensate drain pan with provision for through the bast condensate drain is standard. Outdoor Fans The outdoor fan shall be direct - drive, statically and dynamically balanced, draw- through in the vertical discharge position. TF fan motor shall be permanently lubricated and shall have built -in thermal overload protection. Indoor Fan All 3 -5 ton 1 -phase units offer shall be direct drive type. All 3 phase ID motors shall be belt drive type with FC fans with adjustable sheaves. All motors shall be thermally protected. All indoor fan motors meet the U.S. Energy Policy Act of 1992 (EPA CT). F¢ /1 3-10 Tan R410A PKGD Unitary Gas /Electric Rooftop (Y4C) Job01 r ■ Items: YSC090A3RMA n `3.* • y * (This item is not 'In Job') - ▪ far ' a• °• =, 6/17/2009 12:53:35 PM HEATING & AIR CONDITION Controls Unit shall be completely factory -w ired with necessary controls and contactor pressure lugs or terminal block for power w iri Unit shall provide an external location for mounting a fused disconnect device. A choice of microprocessor or electromechanical controls shall be available. Microprocessor controls provide for volt control functions. The resident contrc algorithms shall make all heating, cooling, and /or ventilating decisions in response to electronic signals from sensors measur indoor and outdoor temperatures. The control algorithm maintains accurate temperature control, minimizes drift from set point and provides better building comfort. A centralized Microprocessor shall provide anti -short cycle timing and time delay betw compressors to provide a higher level of machine protection. Economizer This accessory shall be available w ith or w ithout barometric relief. The assembly includes fully modulating 0 -100 percent me and dampers, minimum position setting, preset linkage, wiring harness with plug, spring return actuator and fixed dry bulb control. The barometric relief shall provide a pressure operated damper that shall be gravity closing and shall prohibit entrap of outside air during the equipment off cycle. Optional solid state or differential enthalpy control shall be available for either factory or field installation. The economizer arrives in the shipping position and shall be moved to the operating position by th installing contractor. Roof Curb The roof curb shall be designed to mate with the unit's dow nflow supply and return and provide support and a water tight installation w hen installed properly. The roof curb design shall allow field fabricated rectangular supply /return ductw ork to b connected directly to the curb. Curb design shall comply with NRCA requirements. Curb shall•be shipped knocked dow n for field assembly and shall include wood nailer strips. Gas Heating Section The heating section shall have a progressive tubular heat exchanger design using stainless steel burners and corrosion resistant steel throughout. An induced draft combustion blow er shall be used to pull the combustion products through the firing tubes. The heater shall use a direct spark ignition (DSI) system. On initial call for heat, the combustion blow shall purge the heat exchanger for 20 seconds before ignition After three unsuccessful ignition attempts, the entire heating system shall be locked out until manually reset at the thermostat/zone sensor. Units shall be suitable for use with natural ga: propane (field - installed kit) and also comply w ith the California requirement for low NOx emissions (Gas /Electric Only).