Loading...
Specifications ! . STRUCTURAL CALCULATIONS FOR f ECEIVED DR. JIA JAN 2 6 2012 CITY OF TIGARD 79,0 SW PFAFFLE ST BUILDING DIVISION TIGARD, OR 97223 -- ROOF MECHANICAL UNIT -- 7 5 .?3L RT 0.D PROfF /o 4 12,187 , y� OREGON 4 CITY OF TIGARD v O4,4, t 5 , +9 � Approved ..k!!1 � i .l. . NORM Conditionally Approved [ ] See Letter to: Follow [ ] I EXPIRES: 12 / 31 / Attached Permit Number:.. Ec 4'4'6 _ M , "41 By: 411 Date: .2, P111 OFFICE COPY Contents Details A - B D1 - D2 Gravity Calculations G1 - G3 . Lateral Calculations L 1 - L2 Contact Person: John E Nordling, PE Enclosures El - E4 - -- - -- I NORDLING Proj. No.: 12 -008 ' 4 I STRUCTURAL ROOF MECHANICAL UNIT 40. , '€1 ENGINEERS LLC OREGON HEATING & AIR CONDITIONING 6775 SW 111th, Suite 200 Beaverton OR, 97008 Date: JAN 2012 By: JEN Sheet No.: COVER 99 1/4' 74' -ID 1/8' 74' -B 7 4• -p• 74'-10 VB' . I 1 I I O I 0 (0 0 0 0- � ' 0 0 R �00�0 „' 0 I 0_ 0 O , flM • oLle L9 VB,24 C.821 I . G L ' V0.7 (C.1,79 E GL9 - 4 f ` , . N') I I 'T '� 0 11 _ I Q I �, ,, I - _ : o 7p L— 1 _J ` I _ 1 iv/ L6 �I - -�__ _.._- GL9 V8 ( •V NMI GL VB.Ib V7 (G.114• O a . I. � 0 u ! _ Y arip iI O W� / o a 0 /'I 7F. © ' T. .- - ca Wmo El • �"0 to ----rte .�. � �" E' � « E ° Wr.o � c , � 7% M ROOF FRAMINCs PLAN ve pi -2A s c D 9° U`MA %A.t M %dm. 1/44-11 - t 1:/o" C .hA, AC, , Ur'34T L. C.: IM ATVfrt. +w.• Co '' .� . CA CA) ) e rt. al. CS t ),a.,... ......_ - ...__..._S c c t�o 7 u t t r - i, • , 4 » 4 - 6 x 4-0 (4314 E .® � :;, - 0 (v arg�a . - , - 1 1 ::-- '— t3\•1 % .1;<5 e'''' itli.1 CG -1 -(o � c:r)toZ. •IV• a 1c, u . , ?r u � ir. k "P∎ - ,139 PROFF Ifie /` , 12 9 (c vr' 'r ,1� (I : c it •REGON j `�? . /�e�.4 -A1 .11 �,. UN I'L1t,J ✓ >- 15. 19 N4‘. ti ti E. NOR - I EXPIRES: 12 / 31 / L I NORDLING Pro;. No.: 12 -008 DR. JIA STRUCTURAL ROOF MECHANICAL UNIT 1 4 in0 'ik' I ENGINEERS, LLC OREGON HEATING & AIR CONDITIONING 6775 SW 111th, Suite 200 - Beaverton OR, 97008 Date: JAN 2012 By: JEN Sheet No.: 2 I (4) STEEL BRACKETS W/ (4) 0 10 x 1/2' 010 444 %% 0 0010 . TEK SCREWS TO CURB a (4) "10 x 1/2' TEK SCREWS TO UNIT BASE RAIL r _MECI-IANICAL UNIT p ...-----UNIT BASE RAIL 0-:"F (4) "10 SCREWS –(4) "10 SCREWS ---- -STEEL BRACKET / L "12 WOOD SCREWS 9I2' o/c CURB, FLASI -ZING 4 ROOFING BY OTHERS LEVELING CURB (AS REQ'D) ISM 4x6 Mi .— PLYW'D FILL SIMPSON 'U46' Li t 3i.D PROFF 12,187 i p •'EGON 01 v '' 15. 0' �� . (5) tiN . NOR0 \-\ I EXPIRES: 12 / 31 / I � I NORDLING Proj. No.: 12 -008 DR. JIA STRUCTURAL ROOF MECHANICAL UNIT i 1 ENGINEERS, LLC OREGON HEATING & AIR CONDITIONING 6775 SW 111th. Suite 200 - 13eaverton OR, 97008 Date: JAN 2012 By: JEN Sheet No.: D2 o 0 0 0 0 • 99' - 0 1 /4' 74' -ID I /8' 74'_8 74' -8' 74' -19 V8' I I A :I m I O i 0 • w _ . i 0 - 0 0 0 0 )a.0 0 �_ 00 0 ^' 0' o 0 I • 0 m � I a rirumie .mu111lll, P 0 � :Hf� 1 0111111 - 1- -eel; 0 - J_- 0 ' L9 912 f • � GO 44.24 .'C.Il1) - I G L' MG (C•V7'7 G V. F9' � ' � ' MN' li '� -I 5 ;7<f1 V1')� -- VVV o T. � � �' r�rL85AI.7 � I J _ I :,•os I n O .: - - - -- - - - - -� � 0 1 , -�� _ GL91 /9b . I (C41/4.) _ . . E. - 4') �_ _ _ GL5 V541 V7 (C•(C41/4 4' \ l O ! - - . ... -__ -:f _ �� -. PTO 0 X11 0 0 .A A 0 � © ' 'W., © a c.7.: E o. wrxo m, 0 ...... ROOF FRAMING PLAN I / NOR91 C 4 C4WSPAIINCNA M ��1.. 1 MtJ °° G• 6 0 iz 1— J 1 s F__ a. zs`_$ y. . z -A — 'Rom \ ' ! a.. �J M' . W 1004 1.‘„,,l— � . � L 7 5 1 1 0- z �.`(21aa su, 12Ct -M t (7/41's- tc) coC � l2 t ltw w i t 01.. ¢ l t. l.ssN i.— c ____ 6 C S .7 tA-- • - NORDLING Proj. No.: 12 -008 DR. JIA STRUCTURAL ROOF MECHANICAL UNIT n - ENGINEERS, LLC OREGON HEATING & AIR CONDITIONING 6775 SW 111th. Suite 200 • Beaverton 0R, 97008 Date: JAN 2012 By: JEN Sheet No.: 6 I , dling Structural Engineers, LLC _,175 SW 111th #200 Beaverton, OR 97008 MULTI -SPAN TIMBER BEAM DESIGN • B•(OL) • B -(LL) B•(TL) B- IMECH) B- (COMB) GENERAL DATA - 1 2 3 4 - 6 - All Spans Simple Support ?? YES Spans Length ft : 24.67 24.67 24.67 24.67 24.67 End Fixity: : Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Beam Width in : 5.125 5.125 5.125 5.125 5.125 Beam Depth in : 24.00 24.00 24.00 24.00 24.00 CALCULATED VALUES -OK- -OK -OK• -OK- -OK- F'b- Modified Allow. psi : 2555.4 2555.4 2555.4 2555.4 2555.4 fb - Actual. psi : 510.3 1113.3 1623.6 150.4 1773.9 F'v- Modified Allow. psi : 218.5 218.5 218.5 218.5 218.5 fv (actual) • 1.5 psi : 34.7 75.8 110.6 6.1 116.7 Moment @ Left k -in : 0.0 0.0 0.0 0.0 0.0 Moment @ Right k -in : 0.0 0.0 0.0 0.0 0.0 Max. Mom. @ Mid - Span k -in : 251.1 547.7 798.8 74.0 872.8 X -Dist ft : 12.33 12.33 12.33 12.33 12.33 Shears: Left k : 3.39 7.40 10.79 0.50 11.29 Right k : -3.39 -7.40 -10.79 -0.50 -11.29 Reaction @ Left DL k : 3.39 0.00 3.39 0.00 3.39 LL k : 0.00 7.40 7.40 0.50 7.90 Total k : 3.39 7.40 10.79 0.50 11.29 Reaction @ Right -DL k : 3.39 0.00 3.39 0.00 3.39 LL k : 0.00 7.40 7.40 0.50 7.90 Total k : 3.39 7.40 10.79 0.50 11.29 Max. Defl. @ Mid Span in : -0.216 -0.471 -0.686 -0.051 -0.737 X -Dist ft : 12.33 12.33 12.33 12.33 12.33 DESIGN DATA - -/ Le: Unsupported Length ft : 0.00 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi : 2400.0 2400.0 2400.0 2400.0 2400.0 Fv:Basic Allowable psi : 190.0 190.0 190.0 190.0 - 190.0 • Elastic Modulus ksi : 1800 1800 1800 1800 1800 Load Duration Factor 1.15 1.15 1.15 1.15 1.15 APPLIED LOADS Use Live Load on This Span ? Yes Yes Yes Yes Yes Uniform DL plf : 275.0 0.0 275.0 0.0 275.0 LL plf : 0.0 600.0 600.0 0.0 600.0 Point DL 11 : LL N : 1000.00 1000.00 X -Dist. ft : 12.33 12.33 QUERY VALUES Location ft : 0.00 0.00 0.00 0.00 0.00 Shear a : 3.39 7.40 10.79 0.50 11.29 Moment kin : 0.00 0.00 0.00 0.00 0.00 Deflection in : 0.000 0.000 0.000 0.000 0.000 NORDLING . Pro;. No.: 12 -008 STRUCTURAL DR. JIA R OOF MECHANICAL UNIT � . - . �� � ENGINEERS, LLC OREGON HEATING & AIR CONDITIONING 6775 SW 111th, Suite 200 • Beaverton OR, 97008 Date: JAN 2012 By: JEN Sheet No.: GZ - Project:, Project Type: Type Location: Dr Jia Folder: Folder. • Date: 1/25/12 2:58 PM RedSpecTM by RedBuiltTM Designer'. JHW - 0 v7.0.13 Comme t:•- .,‘" ;.r"""' " 16 Red =I65TM @ 24" O/C This product meets or ex e set design controls for the appli•e and loads listed � _.. DESIGN CONTROLS ' % Allow. Design Allow. DOL - Control Pass /Fail Shear (lb) 34% -1115 3232 115% - All Loads PASS Positive Moment (ft -Ib) 56% 5882 10592 115% - All Loads PASS DEFLECTIONS (in) % Allow. Design Allow. Design Allow. Pass /Fail Span Live 36% 0.417 1.163 L / 669 L / 240 PASS Span Total 45% 0.700 1.550 L / 399 L / 180 PASS SUPPORTS Support 1 Support 2 Live Reaction, Critical (Ib) (DOL %) 718 (115) 594 (115) Dead Reaction (Ib) 377 521 Total Reaction (Ib) (DOL %) 1095 (115) 1115 (115) Bearing Flush Flush Support Wall Wall HANGERS Model Top Face Member Header Size Left None Selected Right None Selected SPANS AND LOADS Dimensions represent horizontal design spans. Member Slope: 0/12 1 -- - -- i _(,..4_()__, 1 23'- 3.0" • APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115 %) 25 15 0 24" Snow Roof Joist . ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Tapered psf Snow(115 %) 25 to 0 0 to 0 0' -0.0" to 6' -0.0" Adds To Drift Point lbs Floor(100 %) 0 (200 20' -0.0" Adds To Mechanical NOTES • Building code: IBC. Methodology: Allowable Stress Design • Min end bearing = 1.75 inches, web stiffeners not required. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • • • C: \Documents and Settings\Jonathan H Walters \My Documents \RedSpec \12 -008 Dr Jia.red Page 1 of 1 The products noted are intended for interior, untreated, non - corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt'" recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt'" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt' ", RedSpec'", Red -I' ", Red- I45' ", Red- I65' ", Red-165T", Red- I90' ", Red- I90H' ", Red- I9OHS " , Red -L ", Red -LT' ", Red -W ", Red -S" ", Red -M'" Red -H' ", RedLam' ", FloorChoice'" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010 -2011 RedBuilt LLC. All rights reserved. USGS Earthquake Hazards Program 2005 ASCE 7 Standard Location 45° 26' 16.61" N Ss and SI = Mapped Spectral Acceleration Values 122° 45' 31.12" W 7920 SW Pfaff le St, Tigard, OR 97223 Ground Motion Ss 0.951 Si 0.340 Occupancy Category II Site Coefficients Fa 1.12 Site Class D Fv 1.72 Importance Factor 1.00 Height of Structure 20.0 ft SMS Fa * Ss 1.065 SMi Fv * Si 0.585 Design Category (SDC) D Sus (2/3) SMS 0.710 SDI (2/3) SMi 0.390 Air Side HVAC Eq = 0.265W + 0.2 SDS W ap 2.50 R, 6.00 W : Weight of Un it 0.4•a •S . • J (1+2•1•W Fp= n R D1 � z= 20.0 II ASD FP = 0.35 WP -> * 0.7 0.248 z= 22.0ft FP = 0.38 WP -> * 0.7 0.265 FP MIN = 0.3 SDS IP WP 0.213 WP - >* 0.7 0.149 FP MAX = 1.6 SDS IP WP = 1.14 W P -> * 0.7 0.795 NORDLING Proj. No.: 12 -008 DR. JIA STRUCTURAL ROOF MECHANICAL UNIT _ z , ENGINEERS, LLC OREGON HEATING & AIR CONDITIONING 6775 SW I I Ith. Suite 200 Beaverton OR. 97008 Date: JAN 2012 By: JEN Sheet No.: L 1 • ‹,)D VEQ 156 Ibs ' U1: 1,100 Ibs 4400 (11 Height 48" Weight 1,100 lbs Length 90" Width 54" Curb 14" - Vr• "Q = 0.265 * 1,1001bs +0.2 * 0.710 * 1,1001bs = 292 Ibs + 156 Ibs T = 292 Ibs * (14" + 48 "/2) / 54" V + 156 Ibs / 2 292 Ibs - 0.6* 1;100 Ibs / 2 _ -122 Ibs [ 0 Net Uplift] C: 122 Ibs V= 2921bs (4) "MI-I-PRC- HOLD" 16 Ga GALVANIZED STEEL BRACKET W/ (4) "10 x 1/2" TEK SCREWS TO ROOF CURB d (4) "10 x 1 i2" TEK SCREWS TO UNIT BASE RAIL • -ok- "12 6 12 " o/c SCREWS TO EXISTING CURB BELOW - • NORDLING Pro;. No.: 12-008 DR. JIA STRUCTURAL ROOF MECHANICAL UNIT 4 . kto. , ENGINEERS, OREGON HEATING & AIR CONDITIONING 6775 SW I I1th. Suite 200 • Beaverton OR. 97008 Date: JAN 2012 • By: JEN Sheet No.: L2 • TRANE° 3 -10 Ton R410A PKGD Unitary Gas /Electric Rooftop Job Information Name OREGON HEATING Tag RTU -1 Quantity 1 Model Number YSC090E3EMA018Y General Unit function DX cooling, gas heat Unit efficiency Standard efficiency Airflow Application Downflow Design Airflow 3000 cfm Fresh air selection Econ -dry bulb 0 -100% Tonnage 7.5 Ton Single Shp compressor Cooling Entering DB 80.00 F Cooling Entering WB 67.00 F Ent Air Relative 51.08 % Ambient Temp 95.00 F Humidity Heating capacity Medium gas heat 3ph Heating EAT 70.00 F Voltage 208- 230/60/3 Design ESP 0.800 in H2O Airflow Convertible Evaporator face area 9.89 sq ft configuration Evaporator rows 4.00 Each Evaporator fin spacing 192 Per Foot Evaporator face velocity 303 ft /min Min. unit operating 821.0 lb weight r Max, unit operating 986.0 lb ASHRAE 90.1 Yes weight ck 6 Rated capacity (ARI) 83.00 MBh ij0 Main Cooling IPLV @ ARI 12.2 IPLV Gross Total Capacity 89.00 MBh Gross Sensible Capacity 67.34 MBh Gross Latent Capacity 21.66 MBh Evap Coil Leaving Air 59.22 F Evap Coil Leaving Air 57.45 F Temp (DB) Temp (WB) Dew Point 56.33 F Fan motor heat 5.33 MBh Net Total Capacity 83.67 MBh Net Sensible Capacity 62.01 MBh Net Sensible Heat Ratio 0.74 Number Cooling Leaving Unit DB 60.86 F Cooling Leaving Unit 58.08 F Refrig charge (HFC- 11.8 lb WB 410A) - ckt 1 Refrig charge (HFC- 0.0 lb 410A) - ckt 2 Dehumidification IPLV @ ARI 12.2 IPLV Main Heating IPLV @ ARI 12.2 IPLV Input Heating Capacity 150.00 MBh Output Heating 120.00 MBh Output Heating Cap. 125.33 MBh Capacity w/Fan Heating LAT 107.30 F Heating Delta T 37.30 F Motor /Electrical - IPLV @ ARI 12.2 IPLV Field supplied drive kit None . - required Component SP 0.140 in H2O Indoor RPM 1104 rpm Indoor mtr operating 1.74 bhp Indoor Motor Power 1.30 kW power Outdoor Motor Power 0.55 kW Compressor Power 6.23 kW System Power 8.08 kW MCA 38.20 A MOP 60.00 A Compressor 1 RLA 25.00 A Condenser fan FLA 3.30 A Evaporator fan FLA 3.60 A Page 1 El , . . . . . , • . TR FIE INSTALLED ACCESSORIES NET WEIGHT DATA ACCESSORY II WEIGHTS ECONOMIZER 36 01b MOTORIZED OUTSIDE AIR DAMPER O D I MANUAL OUTSIDE AIR DAMPER I I I - BAROMETRIC RELIEF 10 Olb 1�\` OVERSIZED MOTOR . . . . _ . . . . . . 0 BELT DRIVE MOTOR k$03.. �� 111 POWEREXHAUST II I �JJJ��IJ THROUGHTTHE SE ELECTRICAL(FIOPS) � �/ UNIT MOUNTED CIRCUIT BREAKER (FIOPS) �J I UNIT MOUNTED DISCONNECT (FIOPS) I I I POWERED CONVENIENCE OUTLET (FIOPS) I I I a HINGED DOORS (FIOPS) ■ HAIL GUARD I SMOKE DETECTOR, SUPPLY/ RETURN I I I PACKAGED GAS / ELECTRICAL NOVAR CONTROL CORNER WEIGHT STAINLESS STEEL HEAT EXCHANGER REHEAT I ROOF CURB I I 78 01b II BASIC UNIT WEIGHTS CORNER WEIGHTS CENTER OF GRAVITIY NET OA 2560b I ©1 1590b (E) LENGHT (F)WIDTH 0 .... i 916.0 b 1 821.0 b I o I 222.0 b I ©I 1830 b 41" I 22" NOTE 1.CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. • 2 TO ESTIMATE SHIPPING WEIGHT ADD 5 LBS TO NET WEIGHT. ! , 3 BASIC UNIT WEIGHT DOES NOT INCLUDE ACCESSORY WEIGHT. TO OBTAIN TOTAL \ WEIGHT, ADD ACCESSORY WEIGHT 4. WEIGHTS FOR OPTIONS NOT NET LISTED WTEIGHTTO ARE >5 LBS BASIC UNIT iii-' \, .. 1117 l 2 ( °Y 2 ,. ■ I II < 44111111‘ 1- it*...i,1 Z ■:', E : z,.$ r . c j F PACKAGED GAS / ELECTRICAL RIGGING AND CENTER OF GRAVITY u 2. Page 6 TOP PANEL EVAPORATOR ` ' SECTION ACCESS PANEL I \ CONDENSER FAN COND ENSATE DRAIN (ALT) ' /�� , 3/4" -14 NPT DAL HOLE f I ;;; �\ 1i i� CONDENSER COIL 4 1/4 N' j . . te a ® ' 27 5/8" -UNIT CONTROL WIRE 7/8" DIA HOLE � \ ® ,--- SERVICE S ERVICE GAUGE PORT ACCESS I3 /8 "DIA HOLE 477/8" a° UNIT POWER WIRE CONTROL AND COMPRESSOR ACCESS PANEL 314" NPT GAS CONNECTION (150MBH, 2W MBH 8 250MBH) ISOMETRIC - PACKAGED 3 5/8 "_.. a=-17 1/2'— 97/8" ... 1/2" I L ■1 . /.::::::N.\ ttre�/ \ 321/8 RETURN 33" SUPPLY fi tH / ) 23/4" L___ [4 5/8" r 3 3/4" 4 1/88"" I I l 4 8 1 4 57/8 " - o- 4 , AIR FLOW 27 5/8' - 5^ t THROUGH THE 40 3/4" BASE CONDENSATE CONNE DOWN FLOW-PEN ETRATION • . 46 7,8" RETURN 4 HORIZONTAL Ill A* 32 1/4' . AR FLOW 23 7/8" SUPPLY 24 JI 1 /2" ' III _i____ 5 , " 9 8" 5r/6" 1 . .1._��1.1 f ' 4 1/4" - 1 . 1 ---191 /4"- 9 38" 16 3/4' 3 7/8' 5 5/8" - 7 5/8" CONDENSATE 88 5/8' 53 1W HORIZONTAL - PENETRATION RIGHT - PACKAGED Page 3 6-3 • • 13/4" • 13/4" y � 1315/16" / / 13/4" . 100 84 1/2" 2" 50 3/8" 2 ACCESSORY- ROOF TOP CURB 84" 18 1/2" -- 6 5B" ' 18 12" ' 1" -o-O- 1" 34 3/8" 34 3/8' • 49 ACCESSORY - ROOF TOP CURB Page 8 • • l .�y ! � JAN 2 6 2012 TRANE' . 0 CITY OFI'IGA D 3 -10 Ton R410A PKGD Unitary Gas /Electric Roof � !NG DIVISION ' Job Information Name OREGON HEATING Tag RTU -1 Quantity 1 Model Number YSC090E3EMA018Y General Unit function DX cooling, gas heat Unit efficiency Standard efficiency Airflow Application Downflow Design Airflow 3000 cfm Fresh air selection Econ -dry bulb 0 -100% Tonnage 7.5 Ton Single 3hp compressor Cooling Entering DB 80.00 F Cooling Entering WB 67.00 F Ent Air Relative 51.08 % Ambient Temp 95.00 F Humidity Heating capacity Medium gas heat 3ph Heating EAT 70.00 F Voltage 208- 230/60/3 Design ESP 0.800 in H2O Airflow Convertible Evaporator face area 9.89 sq ft configuration Evaporator rows 4.00 Each Evaporator fin spacing 192 Per Foot Evaporator face velocity 303 ft /min Min. unit operating 821.0 lb weight Max. unit operating 986.0 lb ASHRAE 90.1 Yes weight Rated capacity (ARI) 83.00 MBh Main Cooling IPLV @ ARI 12.2 IPLV Gross Total Capacity 89.00 MBh Gross Sensible Capacity 67.34 MBh Gross Latent Capacity 21.66 MBh Evap Coil Leaving Air 59.22 F Evap Coil Leaving Air 57.45 F Temp (DB) Temp (WB) . Dew Point 56.33 F Fan motor heat 5.33 MBh Net Total Capacity 83.67 MBh Net Sensible Capacity 62.01 MBh Net Sensible Heat Ratio 0.74 Number Cooling Leaving Unit DB 60.86 F Cooling Leaving Unit 58.08 F Refrig charge (HFC- 11.8 lb WB 410A) - ckt 1 Refrig charge (HFC- 0.0 lb 410A) - ckt 2 Dehumidification IPLV @ ARI 12.2 IPLV Main Heating IPLV @ ARI 12.2 IPLV Input Heating Capacity 150.00 MBh Output Heating 120.00 MBh Output Heating Cap. 125.33 MBh Capacity w /Fan Heating LAT 107.30 F Heating Delta T 37.30 F Motor/ Electrical IPLV @ ARI 12.2 IPLV Field supplied drive kit None required ' Component SP 0.140 in H2O Indoor RPM 1104 rpm Indoor mtr operating 1.74 bhp Indoor Motor Power 1.30 kW power . Outdoor Motor Power 0.55 kW Compressor Power 6.23 kW System Power 8.08 kW MCA 38.20 A MOP 60.00 A Compressor 1 RLA 25.00 A Condenser fan FIA 3.30 A Evaporator fan FLA 3.60 A Page 1 •TRANE SEER /EER @ ARI 11.10 btuh /watt Compressor 2 RLA 0.00 A Exhaust fan power 0.65 kW IEER 12.20 Acoustics v IPLV @ ARI 12.2 IPLV :DX,Coolin Gas:Heat3 -10 Ton , Major design sequence Major design sequence Unit controls Electro mechanical controls 3 ph Refrigeration controls Frostat and crankcase heater 3.h 'Field;;installed accessories Roof curb Roof curb Barometric relief Barometric relief Page 2 • . 0 MUM" 'ELECTRICAL / GENERAL DATA (2)( 'GENERAL I PERFORMANCE Model YSC090E Oversized Motor HEATING - GENERAL DATA Unit Operating Vdtaga 187 -253 MCA Heating Model Medlum Unit Unit Primary Voltage: 208 MFS. Heather trout (Btu): 150,0W/105,000 UnitHeertz Secondary 60 Heathg Output (Bhi). 120,000/84,000 iz Voltage 230 MCB: UnitPhase: 3 No. Burners 3 No. Stages 2 11 1 Standard Motor F staled Ove Motor 'Gas Net FYeestre MCA: 38.2 MCA Natural Gas(Mh /Mbc): 4.5/14 MFS: 60.0 MFS: LP (Mh/Max) 10.0/14 0 MCB: 60 0 MCB: Gas PO Connecticn Size: 3/ IN DOOR MOTOR Sardard Motor Oversized Motor Field Instdled Oversized Nbtor hlunbec 1 Number. 'Junber. Hosepower. 1.0 Horsepower. Horsepower. Motor Speed (RPM): -- Motor Speed (RPM): MctorSpeed(RPM): Phase 3 Phase Phase Ful Load Anps: 3.6 - 3.5 Ftll Load Amps: Ful Load Amps Locked Rotor Amps: 12.5 Locked RotarAmps: Lmked RotorArrps• COMPRESSOR Circuit 1/2 OUTDOOR MOTOR Number. 1 Number: 1 Horsepower: 6.7 Horsepower. 0.7 Phase: 3 Mctor Speed (RRM): 1100 Rated Load Anps: 25.0 Phase: 1 Lodked Rctor Amps: 164.0 Ful Load Amps: 3 3 Locked Rotor Amps POWER EX HA UST ACCESSORY (3) FILTERS REFRIGERANT (2) • (F leld Ins taled Power Exhaust) Typo Phase: N/A Tyra' Throwaway Horsepower: N/A Furnished: Yes Factory Charge Motor Speed(RPM)• N/A Nunber 4 Ciult #1 118 lb - Full Load Amps N/A Recommerded 16'c25"x2" Ciurt #2 Locked Rctor Amps: N/A NOTES: 1. Max mum (HACR) Circuit Breaker stzhg b for Instalalons in the United Stales only. 2. Refrigerantcharge is an approximate value. For emote precise value see unit remeplete and servbe hstructiors. 3. Vdue does nct Indude Power Exhaust Accessory. 4. Value hclydesoversized motor. 5. Vdue does nct Include Power Exhaust Accessory. 6. EER Is rated at ARI condtbns and Inacmrdance with DOE test procedtres. • • Page 5 INSTALL ED A CCESSORIES NET WEIGHT DATA OTE MOTORIZ ACCESSORY OUTSIDE RS(F ARD , II WEIGHTS ECONOMIZER L 36.0 lb ED l✓ I MANUAL OUTSIDE AIR DAMPER I I I `� BAROMETRIC RELIEF 10.01b OVERSIZED MOTOR Istwimmiiimmainizajam BELT DRIVE MOTOR ((al u • ,i11111 POWER EXHAUST I I I `O / THROUGHT THE BASE ELECTRICAL (FIOPS) `� �/,/ /// UNIT MOUNTED CIRCUIT BREAKER (FIOPS) '.J I UNIT HINGED MOUNTED DISCONPOLY/ NECT DAMPER (FIOPS) RE 11 I I POWERED CONVENIENCE OUTLET (FIOPS) I I O IOPS A Ni Q O R ONT PACKAGED GAS/ ELECTRICAL CORNER WEIGHT STAINLESS STEEL HEAT SU ) EXC AIR REHEAT I ROOF CURB 1178.0Ib I BASIC UNIT WEIGHTS CORNER WEIGHTS CENTER OF GRAVITIY SHIPPING NET AO 256.0 lb © 159.0 lb (E)LENGHT 11(F)■AgH 916 0 b 1 821.0 b I ©I 222 0 II) II ,J I 183.0 Ib II 41" II 22" 1. CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY. 2. TO ESTIMATE SHIPPING WEIGHT ADD5 LBS TO NET WEIGHT. 3. BASIC UNIT WEIGHT DOES NOT INCLUDE ACCESSORY WEIGHT. TO OBTAIN TOTAL W ADD OPTIONS NOT WEIGHT TO EASIC UNIT WEIGHT. S FOR OPTIONS NOT LISTED ARE >5 LBS. )::,%: , 41 ***c . \ k :rki3 �i. .. 3 : a - r "' // F s Alp' 0 PACKAGED GAS / ELECTRICAL RIGGING AND CENTER OF GRAVITY Page 6 ._._• Mechanical General Notes: W J _ ( y • 2. 1. AR steel ducting will be 26 ga minimum galvanized. • 2. Heating and cooling ducting to be designed to not exceed 0.5 we positive (supply) and 0.5 we negative (return). �f r + 3. Provide programmable thermostat 5 degree dead minimum. band minimu 7 day. Microprocessor. Set prograrrr fornight energy savings. / � v 9t) Pik "r r j 4, 4. Seal ducting with UL listed mastic or mastic tape. ! 61 Max nu t all o l and r rate e or exhaust m dampers to be 4 cfm/sft 1.0 sp. �� 6. insulate all supply and return duct min. R4 foilback. 7. Support duct every 8' max or within 2' of direction change with minimum 24ga strap or 12ga wire. i / 8. Install flex per manuf specs. 9. Provide 0 and M to building owner. I- -. I r,,A6 , , ~ - ., , k;i ■ 1.111 • NI ; i . - cAr-R(..6 I ; : ;, 1 ^, n��l , �" ' SAN E216\120Eizt 11> 2' 1r,. l� �' OF TIGA D • In I ! ' I B UI D DIVISION 1' `' (1llJtt It ; , .. /%' �11i��s.,�i T EFL rF , ri fJ% /1/ //. %/.ter,o.r I/1 #4I fr/ /1.h. %J %ocrAr . L!lii ins . 07 I �� U ti MN 1 , 1 tai i , i - ,i :� t ` � ;I . ' < JJ —io( DatMpe& Oa ` -- 4n 0 . . -v i • .___ 0. 1 ► e ii� iJri�» rlw/ /sill NI ? II v .'• - ' • IP , . 1 1 A/A t r �_ � AP , il 0 II I z«J•J'iro. imm.��rr� :IA/ -0iJ►i � -' ,� d it.? ) � a R•-r • • '• 1 \gig I --.' , 1 .11 [ I t t '1:1 '. R 1 t ; it / //!l 7�Jr / / /J'. % /J1rAr %JI i //1 . , Ex:- , 4 :: . :d e 1 4;1 ti i lo h i II ' „1;11 6 1i i II r i N - l l i i t / I s J p p oi rn...a.m :rAceairior..v�.. + iii x/ ' + ," �, � �� d / 1T.. 7r! /r11 /J'1Ar Ao t• 'Lon ow: Y111! • i !\ Iy® t ,•_ % r -' I s +8'-f" • I +gam'' I _ I .� c " I I r t WATER � V 11', w Li rrn; ;J : , w. . , r p- � - � ' 4 I ii s a I • 1 f r ■.. I mo' 1 i y �� 4 cZ CS O - * I", / www.oregonheating.com IIKP 1 ti I 4.,, /00 ' ,! ' 4 Ur,: : 1 e i ryP , *a',ivi r ; t i . r a rJi a • a0 ; ► ---•- a ,, ', I I .A I I i Y 65 ^�1 . f',' ,, y (14 G V i .. r ,,, ,. l # + t. , / 10 r„. 1 ••1 • • • 9cope of Work • Oregon Heating and Air Conditioning will perform the following scope of work: ON 6 1. Provide and Install new 13 seer 4 -ton rooftop HVAC unit. ' 2. Provide and Install (6) exhaust fans. / ' � `�� 3. Ducting and air - distribution as drawn. wn. t Keer l G1 � ce ,� #R hy 4. Gas piping from meter to RTU. - - r r f/A44 _ 1, f Fauioment §chedute �/T )R TU1 -Tra 1L r�t8;000'8ttreoo,mg. dUOOU situ gas,npV775� see b elow gEl Panasonic FV08- 80 cfm © 0.25 SP, On switch - r' :!::: f ,,. ' -: ;= :, ; ; . .- — _ - :a �;v - --: -.<€ z:- :::, : _--=- _ --. Y ' � Panasonic no- 190 cfm @ 0.25 SP. On switch. ti ...- I f I i —:•:sr --- -ir (I fF3 -, Nutone QT300.300 cfm @ 0.25 SP. On line voltage thermostat. It I i I � II I , RTU1- Trane YSC090- 208/3/60. 38.2 MCA, 60 MOCP. 90,000 Btu cooling, 150,000 Btu gas input. 986# MAX. i� fI i, + I 11 � i I ! i Ventilation Requirements- based on 2010 OMSC table 403.3 ` i 44t.,1.1 ;I i ,i 1 ; I �I it 1 1 ! I i I 11 4 i I RTU1- multi -zone • .1 I �f 1 1 i i I � i Office- 500 eft breathable zone I 9 t! I G 1 I ! it I I I I Reception- 70 sft breathable zone ' I I f lIQ ' t h /e I j V = 0.8 (supply and return to ceiling) r,:,a.:r!r:f ft.c.m nte. ' i I i! I I t + ? 1 v Vim = 1 600 c I I 1 Dental ice i 1 :: I 1l I ll ij I 0 i P e, V t1 1�'Cll '1 r�Rt i I ! I I 1 I I Peons 5 c 100 cf Pz 1 i I I i i i X 5 Area- 0.06 cfm /sft = 30 cfm ft = 15 = 3 J I I I � jr" . i „ 1 Vbz =45cfm .c,:•Fei- tri I ( (1 )-11 i i . i j � I I I , :. 1 1 I Vora 57 cfm ,r,m ; 1 20SWPn a Sr. iI I r I ! i i I i I I 1 1 r i i ;- . o.G zp =0.035 T4ard, OR 9722. - ? ij i i I 1 {' l' , ' i i I I i Net 70 sft recept- i l l i j ) 1 I I i 1 . t I Persons -5cfm X 30p /1000sft = 10 cfm Pz =2 i ` .,,; _�.. Area- 0.06 cfmisft = 5 cfm I �Il i I N;j tt I I y I l L I I • 1 ' 6 �'Q.�pG I . i X111 ;1� i Voz = l9 cfm I _ I U___ l - 111 - - — -- -- - •- . -L - -- ': ter . . 2p =0.012 I I I I 1 Ev =1 t 1 1 i i ' ! %Q. a I J 1 I i I 1 1 If 1 i 1 I I ` Uncorrected OAI- > ' � : it i I I? . I 1( f I f I D = 5/5 I I 1 f 1 D 1 1 ` a i< I i ; i . i l I i ( 1I �1 I I ` ! Vou =25 +35 =80cfm • i ' ; 1 ii it Pi i A/ . ' ! + i ! '' Vot= 76 cfm i ' . :I ;1 1' I f'! � Ii i ! ' f.a 5 : _ 3000 cfm Ii 1 ` e Pt ', ---7111 II ` i 1 4 / SA .: nlTfm ! �i ! ` RA =frtt 2800 cfm r I � V 1 f i { 1 A 1 • ' ; OSA = 200 cfm ( i i t. Y"� t - 1' I l: II !I i ; i ; I I:: , 1 ( 1 1 !I '. � i I : 11 I . ' ! I ' I . 5 . zal E ...., ..._ � I GAS ' ! i I Per OMSC rebel C402.4(3) [ i. i ; 1 i • I I I 1 I li • I .` 1 • 2Psl inlet pressure ©1.0 Psi pressure drop II: i; ' I ?! i 1 ' r i I • i Load — 1 ) i ) I I i ; I. . 1 t1 I t � 1 1 I RTU1 @ Q� .Btu 150,000 Btu ' I 1 Ii 1 i I 100' developed length I I 1 : ; ( f 1 % pipe adequate for 934,000 Btu Page 1 of t i Oregon Heating & A/C, Inc. — 1 -- ;-_.. v goT_Htrating4 ,, P pi, 3.,.. HO NUMBERS MAILING ADDRESS OPERATIONS CONTRACTOR LICENSE 'f ''_s , `, .O •e r r 03 - 691 - 9699 PO Box 241 19300 SW 118 Ave Oregon COB 172126 T 800 Furnace - /645 Y /)1 µ / 503 (Fax) Fax ) Dundee, OR 97115 Tualatin, OR 97062 Washington OREGOHC9006N r - : , www.oregonheating.com ' K :::-Pc' r , m 1 r V r t r • V m , I , I • t D444 SYMBOLS LEGEND CODE INFORMATION A Tenant Improvement for DEFERRED PERMIT SUBMITTALS 4'"\ R e Dental 0,, fice The following permit submittals are required and will be submuled separately. izp Detail Reference S Sheet A002 1. Mech. HVAC • riGARO, OREGON 2. Plumbing • ' � • � Building Section WenyiJia, DSS V 3• OF 0v • Contractor performing the work shall prepare and submit e ARCHITECTURE!' 1 Wall Section d and plans for permit AI4ik,.ul:R Bs nu BbiMGH 7910 SW ale Street Tigard, Oregon 97223 Balogh Architecture e� A Byron Balogh, AlA NCARB nee Interior Elevations 27OOSEHarrhon Street, Suite Mllunukle, Oregon 97222 /� 503 654.8412 Fax 503 654 -8436 ( Cs )- -- Building Grid Line SHEET INDEX ern& @ h p \/ Datum Symbol VICINITY MAP & LOCATION PLAN eztemoimmi 80011 NxtE Room Name/Number A001 Project Information, General Notes, Existing Sim Plan A002 Code Summary 9990 ' ! I A.F.E. Spot Elevation e _.. €i _ • • , _ ; -- u2 A201 Floor Plan ..1 . _ _ _ - A202 Power & Signal Plan (showing fixtures & fumshings) 1{---- DOOR •. sn s: •.•v, , $ A203 Reflected Ceiling Plan; rarBRR Door Symbol _ re - - f t - / Reflected Roof Plan � R s f / A501 Enlarged Restroom Plans & Elevations, l = y , Cabinet Elevations Tenant Improvement for © Revision Symbol — ,v w.�. s• - -_ �.. Cr L , ,. r ; n - 0 • a ASDI Intenor DetailsDetails it Dental Office 71{ 11 J! i L r wv i / � g' A802 Interior Details i 7910 SW rfax/a Siren' Wenyi Jia,DDS • v .4 , • 7lgar Oregon 9722 � 3 DISCIPLINE '\ ' Metres. G = Ge is. � . _. .> .' E " .` y 7920 SW ffujle St. O = General Project Info/Req'mts ° .. ; -5 a + sa, 1 mew c = civil 1.,.,•e r llgare4 OR 97223 L = Landscape : "s•_, •9 r: Grp...• av l o- C AIDIDID A = Architectural C S = Structural > Tigard - .,`,. t q4 �, 3 -x • P = Plumbing - En ";' BIDDER NOTES °/ Sm. M = Mechanical .. • k `� tiwrY d"""5 °" E = Electrical d s i • - p.A / t' y 4 SHEET NUMBER 1 Mechanical HVAC, I ,and Plumbing Systems are Bidder D ermit Set Designed d and Under Separate to Permit 000 Series = Cover Sheet/General Information 2 All Bidder Design systems to comply with applicable codes and 121•2011 100 Series = Sae Drawings ordinance. Rev.: . 200 Series = Roar Plans 300 Sties = Reflected Ceiling Plans 3. The Contractor shall coordinate Lghting, HVAC and Plumbing Systems 400 Sena = Sections, Extenor Elevations 500 Series = Enlarged Plans/Vcrucal Circulation 4. All Bidder Design items to be documented on base format AutoCAD 600 Series = Intenor Elevations drawing provided by the Archmect. An AutoCAD drawing containing 700 Series = Exterior Decals Act -Built conditions shall be fumashed to the Aretutect upon completion 800 Series = Interior Details 900 Series = Schedules se GENERAL NOTES NO DATE BY I prior Contractor. al rr Gerund BUILDING Co ACCESS CONTRACTORS Access b areas around and . m in line building by the 13. W nnen dimensions tike precdedimensions e over scaled dimensions LUSTING SITE PLAN PROJECT INFORMATION ,Z. 4AI ABE) Carrel Connector all b Ms e m are s and coe work areas wsices snre I e • r.. p a by B r. lib employees oyees end subcontractors granted bmnuad access orthor mnonbOwner rent end ter naL oasde of budding u so:euy prohlitM wrMw wnnm o ONLY PRG.ECt qm; ONLY.. prior approo val ul by uudi.g Owmn. autlnrnonb Buddng Ow _ _ - .___ __ • 2 IN FIELD VERIFICATION: Contractor shall field vmfy e0 rc me poor de.eoro and condihor to 15 Comr.etor shall coordinate removal and dupou m l or dabs .11 the Budding Owner S W Raffle Street Project 7910 SW Pfeifle street aanmg construction ard report any dsmepaors to the Arch. t Any common work muted u '. - - -_. ___ _— _ Address: Tigard, Oregon 9 11 of not tepomng such dune eecie shall be perfomed C no additional ear to the Owner or 16 Contactor shall keep to area of Wok free of primp and debrs on a dady baau Comnenr. his Agent ofte Owner employees and subcontractors shall pick up and duptae of lush debris an a dady base I '-'— _"� °��` a * _. _ -- u � �!!� •..: I g W Y 3. ERRORS ffi OMISSIONS General Cont.. red all subcontractors shall carefully eamircthe 17 Constn.tion signs of any kind ate prohibi.d a the peeasn - -- - • _... - - . - - Owner: 9370 SW O reenburg Road, Suite 413 rte. Melding and Construction Documents rel.. to the Wok demo Softly Architect o and/or / T Portland, OR 97223 mm or ier. uuons In the Construction Doormen. pr to submissron of bid A linn e will *SW denrymg 18 Connector a solely responsible tor tools a material goods ocean or Moog. on a / / 2x895 Addenda failure by Contractor m report such d'ucreprncies don not _ relieve him of Be D 9 1 fax • (503 }8 ph: (503) 892 - 895 0 responsibility m Coulee a correct end finished product 1Coulee m k m to shall take ®re protect all work remain Cover existing a finea. i ■ dunng execution of the Work A • / _ email wenya®drwenyrya.com permits ▪ PERMITS B FEES' Contractor shall pay for peits and fen moaned for /mooned wink I 20 Applicenon of materols by any subcontractor to surfaces existing or provided under nu Contract, M.. �/ / shall imply acceptance and .uaabdity of existing conditions Subcontractor shall be held respoa e rble . 5. COORDINATION Genera Contractor shall coordinate Construction DocumerDocument, with Meeham .. ol for damage or maul. redacts from applying his product over m m ...We or unprepared ver^ / Tenant Wear Tie, D.D.S., M S. cad Elemual wort All mech... equipment, ductwork, piles and mgb.n fioniahed 'ry surfaces. - r r te a _ I 9370 SW Oreestburg Roed, Suite 413 Mechanical Camncror All drnmbaa of mechanical equipmw etc m a , piping, a performed by :91' '�� ..' ~, . ;i- ■ _.•,-,.),., -: ye Portland. OR 97223 Mech.ni.�t Cocoa 2t rom..nm . esh wer . .0 Kwale. rutuN riry leer n asus re err W eYctrinl of Otusi limne Co dni•a, Incw bat nor pravnde aaditiami literal m a ni;eny . 16 ' 6 f I I i i i I - I ph: (503) (503) 89 of smrm imeetm u electrical seevre if required I ■ - I I ! 1 . v. '.. J fax 92 - 8959 . 6 MECHANICAL DESIGN & WORK. Mechanical design, engineering red construction performed ' r DOS MAN-ACCESSIBLE email: wenyi ®drwenyijia tom rap by a licensed Mechanical Contractor 22 Contractor shall be solely responsible for ...ring hdden work Contractor dull repair adjacent r _ . PARKIN. BEADED COVER SHEET; surf ces at a eddmonal mat to Budding Owner or Tenant - , O I ' Balogh PROJECT DATA; Architect: Bat Architecture 1 Freon. 7 ELECTRICAL DESIGN & WORK E3ectneign.engineering and comm.. Freon. by 23 Install dreh/gre stops as required by Cade ±:41. Mai Harrison Street, Suite A d d a limned Electron. — — — �' i I — il tact Mr A. Byron Balogh, MA NCARB s''' l icensed Plumber 25 For dampen shall be installed .ad ricrosib. for serving in ducts penetrating fire... assemblies. I V' E mail: Byron ®boiogharnccoatt • B 61 Scrmi 4306 (j) I ' I • cur DEC 32011 9 AUTOMATIC FIRE SPRINKLER SYSTEM Not epplrable 26 An gypsum board dull be Type T. 5B• Mick minimum unless orlervee noted ) 1 General BnK Construction. inc. General Contractors wa.iveheek.a • 27 All exposed gypsum bard shall be biped. sanded end textured to notch coating adjacent unfit. I C FON ( •, I I I i I Phone: (50 Contractor: 45 82nd Dr, Ste 53B — / — • 10 FIRE ffi SECURrTY ALARM SYSTEMS Not applicable materials able 28 All finmaterials shell be established budding standard quaquality unless lilunless otherwise riled. Color per I I I I 1'L I I I i • ) 557 - ���� 2562 ..I.4-205 ..I.4-205 finch dchd:Je by Building Own , 1 t + Fax: (503) 557 -IOSS II RECORD DRAWINGS Wahi two (2) weeks or completion of Wok 7 , Connote dull provide 1 I I ! Contact Mr Bill Ludwig _ Building Outer and Tenant wrth Record Drawings( AsRuilt ) omeek.. ctneolmeek.. and fire Ipry - - - • - �'- ^-- - - - - -- - - - - -- - --- -- Email: ludwrgObnkcoostmetioncom spunkier wok Owner will whhold all retemeges umd receipt of the doormen.. I Oregon CCB# 0107555 12. WARRANTIES Wahnt two (2) weeks of completion of Work. Contractor shall provide Building -- I ---- ----- - L' ^ ..-1 _ . Owner and Tenant with all waman and opemmg manuals Cmdrector shall w.rrnr4•e all ratenal. egmpoera, pea end labor paraded under this nta Coct for ,4001 wiz od ( of one year from the date of complenon Own. wall wahold .0 rru mge until receipt of /he d oc.oen . cafe •'••e N, u SYRONOALOOe arc 60APeRtOr4 OREGON 57a7 U.SA