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Permit Support Document r City of Tigard •• COMMUNITY DEVELOPMENT D I•_ Request Permit Action �� ''. ' ` A 1, I, 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.243' uk. ...Lc.is . 0 TO: CITY OF TIGARD DEC 10 2014 Building Division Services Supervisor CI ( 11614"D 13125 SW Hall Blvd.,Tigard,OR 97223 p TIVISO � Phone: 503.718.2430 Fax: 503.598.1960 www.tigard-or FROM: El Owner [Applicant I -Contractor ❑ City Staff (check one) REFUND OR Name: /� INVOICE TO: (Business or Individual) 12 '.71:71 HeCt IL,es,.t� , 44C Mailing Address: Pe 3 c'& .I„( City/State/Zip: Al ctvlc(re( toe_ (I ti S Phone No.: S ° 6 (— ?I ii PLEASE TAKE ACTION FOR THE ITEM(S) CHECKED (1): 5 CANCEL/VOID PERMIT APPLICATION. REFUND PERMIT FEES (attach copy of original receipt and provide explanation below). 12- INVOICE FOR FEES DUE (attach case fee schedule and provide explanation below). El REMOVE/REPLACE CONTRACTOR ON PERMIT (do not cancel permit). Permit#: G ill —t'f4)3t> ga/✓el/, eJ�/ %/y 67-! Site Address or Parcel#: f>..)./ 5 Ct! Jr t c ,1 Project Name: -1--;l71 kwe4 0 i S toe ;tee .S L„? Subdivision Name: / Lot#: EXPLANATION: 4$j-eGuve r awe it e cal C U /Iced if)moo,`c ear Signature: Date: l WO4 Print Name: 7S-(951,„ F-eer Refund Policy 1. The Community Development Director or Building Official may authorize the refund of a) any fee which was erroneously paid or collected b) not more than 80%of the land use application fee when an application is withdrawn or canceled before any review effort has been expended c) not more than 80%of the land use application fee for issued permits. d) not more than 80%of the building plan review fee when an application is canceled before any plan review effort has been expended e) not more than 80%of the building permit fee for issued permits prior to any inspection requests. 2. All refunds will be returned to the original payer in the form of a check. Please allow 3-4 weeks for processing refund requests. FOR OFI I(:I: I-SE ()NI.) Rte to S s Admin: Date B Rte to Bld: Admin: Date / .mod'»ar Refund Processed: Date ,re' By ♦WO Invoice Processed: Date By Permit Canceled: Date /,2,/#1/Y B t�", - Parcel Tag Added: Date By Receipt# , Date / Method , Amount$ I:\Building\Forms\RegPemritAction_062614.doc CITY OF TIGARD RECEIPT • 13125 SW Hall Blvd.,Tigard OR 97223 503.639.4171 TIGARD Receipt Number: 198705 - 12/10/2014 CASE NO. FEE DESCRIPTION REVENUE ACCOUNT NUMBER PAID MEC2014-00630 Plan Review 230-0000-43111 $147.25 Total: $147.25 PAYMENT METHOD CHECK# CC AUTH.CODE ACCT ID CASHIER ID RECEIPT DATE RECEIPT AMT Check 15237 BTAGGART 12/10/2014 $147.25 Payor: Oregon Heating&NC Total Payments: $147.25 Balance Due: $667.19 Page 1 of 1 Mechanical Permit Applicati I O It O I I I l 1 1 .I (1\1 City of Tigard + 6' /. 1/1, Permit No.: -_-A , / ■ • 13125 SW Hall Blvd.,Tigard,OR 9722 '' i Phone: 503.718.2439 Fax: 503.598.1960 P�R t t • e' Permit: 4,,Q ( �O Inspection Line: 503.639.4175 Date/By. 1 1 �`a °�� - � I I t \E:1 l i i 1 ti Date Ready/By: runs: B See Page 2 for Internet: www.tigard-or.gov Notified/Method: // �j7f1n r.... .4 Supplemental Info nil ati 0n I �AV .. �.._ as 'T.�!: TyT$ aF ( ° ' •'Sr 1"t.+a FEE* -=CHECKLIST Mechanical permit fees*are based on the value of the work ❑New construction [-Addition/alteration/replacement performed.Indicate the value(rounded to the nearest dollar)of all ❑Demolition ❑Other: mechanical materials,equipment,labor,overhead,and profit. Value:$ 19 L)6(7, 0 0 CATEGORY OF CONSTRUCTION RESIDENTIAL SNT/SYSTEMS FEES* ❑ 1-and 2-family dwelling ($Commercial/industrial ❑Accessory building For special information use checklist. ❑Multi-family ❑Master builder ❑Other: Description I Qty. I Ea. I Total JOS SITE INFORi1MA1KIN AND LOCATION Heating/cooling: 1 Air conditioning 46.75 Job site address: 1)-'),1 c 514/ (Aqt^ S I Furnace 100,000 BTU(ducts/vents) . 46.75 City/State/ZIP: Tt 9 1 ato( o A �7 .3 Furnace 100,000+BTU(ducts/vents) 54.91 _ / / Heat pump 61.06 Suite/bldg./apt.no.:120w //O Project name: ( i() -Pie' tt--41001)0 4 SfrviceSkof Duct work 23.32 _ Cross street/directions to job site: Hydronic hot water system 23.32 I Residential boiler(radiator or hydronic) 23.32 j ' Unit heaters(fuel-type,not electric), 1\1 Ildifr514) in-wall,in-duct,suspended,etc. 46.75 Flue/vent for any of above 23.32 Other: 23.32 Subdivision: /t I Lot no.: Other fuel appliances: Tax map/parcel no.: ,� V Water heater 23.32 t DESCRIPTION OF WORK Gas fireplace/insert 33.39 r \ Flue vent for water heater or gas (1) S- 4o 1 1�J J-40,,, kTtA_ A •-r Q5 / t \ fireplace 23.32 _ Log lighter(gas) 23.32 Wood/pellet stove 33.39 Wood fireplace/insert 23.32 Chimney/liner/flue/vent 23.32 Other: 23.32 1- 0 PROPERTY OWNER ❑ TENANT Environmental exhaust and ventilation: Name: Range hood/other kitchen — equipment 33.39 Address: Clothes dryer exhaust 33.39 City/State/ZIP: Single-duct exhaust(bathrooms, toilet compartments,utility rooms) 23.32 Phone:( ) Fax:( ) Attic/crawlspace fans 23.32 0 APPLICANT ®-CONTACT PERSON Other: 23.32 _ Business name: Fuel piping: S14.15 for first four;$4.03 for each additional Contact name: S D S Fps-Fe / ( t nt i f:Ake( Furnace,etc. Address: ( Gas heat pump Wall/suspended/unit heater City/State/ZIP: Water heater Phone:(St7 's) '91 -161 q Fax::( so)) g L(cI- S d). Fireplace v\ Range cif( O•'� ilk -�ov Barbecue /CON TRACTOR Clothes dryer(gas) I' Other: Business name: 0(e7o b t'ci .*1i, „Id A,'1 (0oci.-I(:oyt;ai y MECHANICAL PERMIT I+EES' Address: /Cj 3 do /$W /154•., 4'j( / Subtotal ' 8 9 7a( Minimum permit fee City/State/ZIP: ��(��•h a Q pe (890.00) Phone:(Sc' ) 6 j- q b Fax:( 5C ) y(- es s 6 Plan review(25/o of permit fee) i °1 / State surcharge(12%of permit fee) CCB lic.: (7x-1)-6 TOTAL PERMIT FEE This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. Authorized signature - ��J * Fee methodology set by Tri-County Building Industry Service Board Print name:-305L -.O S-j Qr Date: ¢'j / IV)iq t:\Building\Pennits\MEC_PermitApp_0401 13.doc 440-4617T(t 1ro1/COM/WE.B) RECB NOV 18 ; STRUCTURAL CALCULATIONS FOR MASTER CHOI BUILDING 12215 SW MAIN TIGARD, OR -- ROOF MECH UNITS -- <*D PROFeso,io 12,187 •REGON a �� `'4,4 Y 1 5. .9b' yN e. N0R0" CITY OF TIGARD R EVIEWED FOR CODE COMPLIANCE) EXPIRES:12/31/14 1 I A,Iprovcd: [ V]� OTC: [ ] Permit #: lM EC 20 t4--Qf36-0. Aoidress: j2-2 (5-4 ., taingr , #: : Date: ( [rcC( Contents Summary S1 OFFICE COPY Details A-C D1 -D3 Gravity Calculations GI -G2 Lateral Calculations L1 -L2 Contact Person: John E Nordling,PE Enclosures El -E5 NORDLING Proj. No.: 14-420 MASTER CHOI BUILDING STRUCTURAL ROOF MECH UNITS ENGINEERS, LLC OREGON HEATING&AIR CONDITIONING 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:NOV 2014 By:JEN Sheet No.: COVER SUMMARY 2014 Oregon Structural Specialty Code Wind 120 MPH (3 sec gust, VuLT) Exp 5 Seismic Occupancy Catagory II Site Class - D Seisimic Design Catagory - D Ss = 0.913 Si = 0.423 SDS = 0.121 SDI = 0.445 There are two new roof mounted mechanical units. RTU-2 RTU-3 TRANE YSC060E3 TRANE YSC036E3 weight 825lbs weight 144 lbs length 69' length 69' width 44' width 44' height 36' height 36' NORDLING Proj. No.: 14-420 MASTER CHOI BUILDING STRUCTURAL ROOF MECH UNITS ENGINEERS, LLC OREGON HEATING&AIR CONDITIONING 6775 SW 111th,Suite 200 Beaverton OR,97008 Date:NOV 2014 By:JEN Sheet No.: S1 1 . a „I II I11I I,1I--I11 I I1I II F t i I =1� _ -=F ==/ , „ , I , I I I I I I I I '!I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 I 1 1 I 1 1 1 1 j I I I *I I ' I E14. 4' cdc I 1 I i 1 1 1 1 1 1 IIIIIIIIIIII IIIIIIITYPIII I II I IIIIIIII IIIIII _ IlIIIIIIIIIII I llilljlil � lllI I I I I M 1 1 I I t 1 I I I I I 1 CI.1t3 I I I I I I I I I I ..LI� (E) SKYLIGNTI I I I I I OPENINGS I I--a--1------L-4-4 -4--k--�--I I I I I I X',, I I I I I I I I I � I ! ! 'IIlj�-- IIIIiIIii IIII i IIIII I. I CE) GIRDER 1lX / � iiiiil� l � i �iI -�---' IIjiij1111 jilii .. I II II 1. 1 i ! ! iI ! i IIIIIIII 11 ; 1111111111 WI IIIIII ! jIIIIii III iiiii ! ! ILII IIIII , p 1 1 1 I 1 1 1 ' 1 1 1 I 1 1 1 1 I 1 1 1 LL_1J__Ll_i_1L__L1_� 1J_L1___ 1_i__L1_L_1�_Ll �� I i I I I I 1 1 1 1 i.� I I I I I I I I s k. 1 1 I -#::4::1::=1.7::-::k_: ::I:: ,, III I I I I I I I III I I I I I I II III I I I I 1 la_L_1I,,J__l_1__L ‘.,0s) PROFFff,,i2 1 ,1:I q OREGO I EXPIRES:12/31/14 If I NORDLING Proj. No.: 14-420 5 MASTER COI UILDING F,. STRUCTURAL ROOF H MECBH UNITS ENGINEERS, LLC OREGON HEATING&AIR CONDITIONING 6775 SW 111th.Suite 200•Beaverton OR.97008 Date:NOV 2014 By:JEN Sheet No.:D1 n n rI n n ii ii © ii ii H — — — — ,—_(E)GIRDER -:. :7-_-:: rr-------__ i -�T-- -TT------ -T7�----- II II II II II 1 1 1 II © II 7i XII 1 11 II 11 WII 1 11 II II II 1 ill II_ N 11 II II II � I H H HO II H 'Li u u u Li Q 4x6 DIRECTLY UNDER CURB, WITH SIMPSON 'U46' EACH END. © 4x6 DIRECTLY UNDER CURB, WITH SIMPSON 'U46' ONE END. BEAR OPPOSITE END ON (E) GIRDER / (E) BEARING WALL. BELOW. © BEAR LONG EDGE ON TOP OF (E) 2' BLOCKING BELOW. Ot PROFFs�/o 12. l of OREGO . ENLARGED FRAMING ZINC PLAN �oyNG<r ,5. '°°,,�`' P . NORO ' EXPIRES:12/31/14 i yI NORDLING Proj. No.: 14-420 n . ' MASTER CHOI BUILDING STRUCTURAL ROOF MECH UNITS ENGINEERS, LLC OREGON HEATING&AIR CONDITIONING 6775 SW 111th,Suite 200•Beaverton OR.97008 Date:NOV 2014 By:JEN Sheet No.:D2 (4) STEEL BRACKETS W/ (4) "I0 x iia' TEK SCREWS TO CURB 4 (4) "I0 x lie' . TEK SCREWS TO UNIT BASE RAIL 141111111141114, Q MECHANICAL UNIT—) -UNIT BASE RAIL (4) "I0 SCREWS .7., � � -(4) "I0 SCREWS '''''.---STEEL BRACKET / _ _ L . "I2 WOOD SCREWS .0I2' o/c CURB, FLASHING 4 ROOFING BY OTHERS © LEVELING CURB (AS REQ'D) _ i�F i EN I. I I I r.—(E) BLOCKING IL 1 I I VERIFY C--(E) 2' x 14' 624' o/c `'. L--(E) GIRDER or ''. I BLOCK WALL \5,%Io PROF8 49 9 C 12,11 , 9 Ca •REGON , e DETAIL v ohi, .'SNOR�,..s. . C-c) — ( EXPIRES:12/31f14 1 I NORDLING Proj. No.: 14-420 MASTER CHOI BUILDING STRUCTURAL ROOF MECH UNITS v0,24 0 ENGINEERS, LLC OREGON HEATING&AIR CONDITIONING 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:NOV 2014 By:JEN Sheet No.:D3 I .y -F- I -i 1 -l'i. TF7--F= III I I I I I I I I I I I I I, I I I I I I I I I I I ' ' '1 1111111 11 IIIIIIIIIIIIIIIIjI1 I IIIIIIII 1 I 1 1 le 1 1 i I I I I j I , 1 ! j l l I e ; IjIIIIIIIIII 11111 ,IIIIIIIIIIIIII .III ' ItI � IIIIIIII ; I 1 ! I I I �*I I I I I : I V I I j •-17 I I I I I I I I I I 11--1--; I� : I: � � II II I• I 1i---I---I -- t--•-- --]--r-M---H--h- -•! I 1 I I I ' I `X ' 1 I I I I I I I I 1 •• I I I I I II I I I I I II I I l 1H H++-+ + F � I I I I I I I I I I IeI } I I Imo ' jVll Illlllllllel � Iljlll IIIIIIII I• 0 I I ' IAIII IIIIIIIIIII I II IjI � I � IIIII1 IL 1� LI.1-1_i--L1-j_-1__-L1-_L_1�,;__L1_i__i_LLI- 1 ; . i.� ( I I I I I I I I N'y I I I I I I III I I I I I I • III I I I I I I I I i I I I I I I iii_L_I__L#1__L_i___L NORDLING Proj. No.: 14-420 STRUCTURAL MASTER CHOI BUILDING :.‘ 11 ROOF MECH UNITS ENGINEERS, LLC OREGON HEATING&AIR CONDITIONING 6775 SW 111th,Suite 200•Beaverton OR.97008 Date:NOV 2014 By:JEN Sheet No.:G1 A (E) 2' x 14' B (E) 2' x 14' P5F P5F P5F P5F DL LL TW DL LL TW 10 25 24' o/c 10 25 24' o/c MECI-1 UNIT 144 lbs MECI-I UNIT 825 lbs WM 6,5 pi( WM 13 pl1 144 lbs/(5.1' • 2) 825 lbs/(5.1' •2) PM 52 6 lbs 143 A lbs 143 6 lbs 52 A lbs PM 586Ibs le.1lbs 16,'albs 58ps P 143 ibs P Ir'l lbs W W 11111111111 11111. 11111 I M A A d I i 20'-0' 11'-0' RS 2x14 DFL#2(86) RS 2x14 DI-L#2(86) • R1 R2 R1 R2 RDL 384 292 RDL 251 193 LL 500 500 LL 275 275 TL 884 792 m 526 468 brgL 0.71" 0.63" brgL 0.48" 0.43" V MAX 884 lbs Self Wt V MAX 526 lbs Self Wt M MAX 4,087 ft-lbs 6.65 plf M MAX 1,444 ft-lbs 5.72 plf V (d) 795 lbs V (d) 439 lbs fv 43 < 207 psi fv 27 < 207 psi fb 751 < 1,294 psi fb 314 < 1,294 psi S1 Si A DL -0.15 A DL -0.02 A LL -0.23 ALL -0.03 L/+999 L/+999 ok ok A n. -0.38 A n -0.05 L/629 L/+999 CR 1.00 CL 1.00 CR 1.00 CL 1.00 CD 1.15 Cf 0.90 CD 1.15 Cf 0.90 NORDLING Proj. No.: 14-420 STRUCTURAL MASTER CHOI BUILDING ROOF MECH UNITS ENGINEERS, LLC OREGON HEATING&AIR CONDITIONING 6775 SW 111th,Suite 200•Beaverton OR.97008 Date:NOV 2014 By:JEN Sheet No.: G2 ASCE 7.10 Standard Roof TopMech.Unit Location 45°25'55.01"N Ss and SI=Mapped Spectral Acceleration Values 122°46'10.99" W 12215 SW Main St,Tigard,OR 97223 Ground Motion Ss 0.973 Si 0.423 Occupancy Category H Site Coefficients Fa 1.11 Site Class D Fy 1.58 Importance Factor 1.00 Height of Structure 20.0 ft SMS Fa* Ss 1.081 SMI Fv* Si 0.667 Design Category(SDC) D SDS (2/3)SMs 0.721 SDI (2/3)SMI 0.445 Air Side IIVAC FP MIN= 0.3 SDS IP WP ap 2.50 RP 6.00 = 0.216 Wp->*0. 0.151 F 0.4.ap Sos •1-p 1+2•? •W FP MAX= 1.6 SDS IP WP P R� h n = 1.15 WP->*O. 0.807 z= 20.011 ASD FP= 0.36 WP->*0.7 0.252 Eq= 0.286W+0.2 SDS W W :Weight of Unit z= 24.0 ft FP= 0.41 WP->*0.7 0.286 ASCE 7.10 Wind Force Standard unit Wind Speed: 120 mph Exposure: B Height of Structure 20'-0" assume Af<0.1 Bf::Force increase factor x=1.9 qz: 23.24 psf kz: 0.70 Unit Weight 744 lbs Gust: 0.85 Ka: 0.90 Unit Height 36" Cf: 1.30 Ku: 1.00 Unit Length 69" x: 1.9 Unit Width 44" Curb Height 14" WP: 48.8 psf P: 505 lbs-ASD T= 505 lbs *(14"+36"/2)/44" 0.6*7441b s/2 = 144 lbs Net Uplift NORDLING Proj. No.: 14-420 MASTER CHOI BUILDING STRUCTURAL ROOF MECH UNITS ENGINEERS, LLC OREGON HEATING&AIR CONDITIONING 6775 SW 111th.Suite 200•Beaverton OR 97008 Date:NOV 2014 By:JEN Sheet No.:Ll / p', VE0 °` 114 lbs 69• • W: 825 lbs Height 36" Weight 825 lbs Length 69" •� Width 44" � Curb 14" VEQ=0.286* 8251bs+0.2* 0.721 * 825 Ibs = 236 lbs+1191bs VE0 22"1 Ibs T= 236 lbs *(14"+36"/2)/44" + 119 lbs/2 - 0.6* 825lbs/2 C: = -17 lbs [0 Net Uplift] V=236 lbs Height 36" Weight 744 lbs Length 69" Width 44" (4) 'MI-I-PRC-I-TOLD' 16 Ga GALVANIZED Curb 14" STEEL BRACKET W/ (4) *10 x 1/2' TEK SCREWS TO ROOF CURB 4 (4) •10 x 1/2' VEQ= 0.286*744 lbs+0.2* 0.721* 744 lbs TEK SCREWS TO UNIT BASE RAIL = 213 lbs+107 lbs -ok- T= 213 lbs*(14"+36"/2)/44" + 107 lbs/2 - 0.6*7441bs/2 = -15lbs [0 Net Uplift] V= 213 lbs 1 1 NORDLING Proj. No.: 14-420 MASTER CHOI BUILDING ROOF MECH UNITS STRUCTURAL .3_ ENGINEERS, LLC OREGON HEATING&AIR CONDITIONING 6775 SW 111th.Suite 200•Beaverton OR.97008 Date:NOV 2014 By:JEN Sheet No.:L2 TAE avr 3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop lob Information Name OREGON HEATING- Tag 3 TON UNITS Ashton Agency Quantity 1 Model Number YSC036E3EMA General Unit function DX cooling,gas heat Unit efficiency Standard efficiency Airflow Convertible Airflow Application Downflow configuration Design Airflow 1200 cfm Fresh air selection Manual OSA Tonnage 3 Ton Cooling Entering DB 80.00 F Cooling Entering WB 67.00 F Ent Air Relative 51.08 Humidity Ambient Temp 95.00 F Heating capacity Medium gas heat 3ph Heating EAT 70.00 F Voltage 208-230/60/3 Design ESP 0.75 in H2O Evaporator rows 3.00 Each Evaporator fin spacing 192 Per Foot Evaporator face area 7.71 sq ft Evaporator face velocity 156 ft/min Min. unit operating 532.0 lb weight Max. unit operating 744.0 lb weight -Main Cooling Operating EER 12.7 EER Compressor 2 RLA 0.00 A IPLV @ ARI 0.0 IPLV Evap Coil Leaving Air 58.55 F Temp (DB) Evap Coil Leaving Air 56.99 F Cooling Leaving Unit DB 59.90 F Temp (WB) Cooling Leaving Unit 57.52 F Gross Total Capacity 37.15 MBh WB Gross Sensible Capacity 27.80 MBh Gross Latent Capacity 9.35 MBh Net Total Capacity 35.41 MBh Net Sensible Capacity 26.05 MBh Net Sensible Heat Ratio 0.74 Number Fan motor heat 1.75 MBh Dew Point 55.99 F Main Heating Operating EER 12.7 EER Compressor 2 RLA 0.00 A IPLV @ ARI 0.0 IPLV Input Heating Capacity 80.00 MBh Output Heating 64.00 MBh Output Heating Cap. 65.17 MBh Capacity w/Fan Heating LAT 119.60 F Heating Delta T 49.60 F Motor/Electrical Operating EER 12.7 EER Compressor 2 RLA 0.00 A IPLV @ ARI 0.0 IPLV Component SP 0.07 in H2O Field supplied drive kit None Indoor mtr operating 0.46 bhp required power Indoor RPM 918 rpm Indoor Motor Power 0.34 kW Outdoor Motor Power 0.29 kW Compressor Power 2.50 kW System Power 2.94 kW SEER/EER @ ARI 13 SEER MCA 21.40 A MOP 30.00 A Compressor 1 RLA 11.50 A Condenser fan FLA 2.00 A Evaporator fan FLA 5.00 A Page 1 • MANE 3-10 Ton R410A PKGD Unitary Gas/Electric Rooftop lob Information Name OREGON HEATING Tag 5 TON UNITS -When the Shoe fits Quantity 1 Model Number YSC060E3EMA General Unit function DX cooling, gas heat Unit efficiency Standard efficiency Airflow Convertible Airflow Application Downflow configuration Design Airflow 2000 cfm Fresh air selection Econ-dry bulb 0- 100% 3hp Tonnage 5 Ton Cooling Entering DB 80.00 F Cooling Entering WB 67.00 F Ent Air Relative 51.08 Humidity Ambient Temp 95.00 F Heating capacity Medium gas heat 3ph Heating EAT 70.00 F Voltage 208-230/60/3 Design ESP 0.75 in H2O Evaporator rows 4.00 Each Evaporator fin spacing 192 Per Foot Evaporator face area 7.71 sq ft Evaporator face velocity 259 ft/min Min. unit operating 613.0 lb weight Max. unit operating 825.0 lb weight Main Cooling Operating EER 13.0 EER Compressor 2 RLA 0.00 A IPLV @ ARI 0.0 IPLV Evap Coil Leaving Air 57.73 F Temp (DB) Evap Coil Leaving Air 56.93 F Cooling Leaving Unit DB 59.42 F Temp(WB) Cooling Leaving Unit 57.58 F Gross Total Capacity 62.27 MBh WB Gross Sensible Capacity 48.11 MBh Gross Latent Capacity 14.16 MBh Net Total Capacity 58.62 MBh Net Sensible Capacity 44.46 MBh Net Sensible Heat Ratio 0.76 Number Fan motor heat 3.65 MBh Dew Point 56.41 F Main Heating Operating EER 13.0 EER Compressor 2 RLA 0.00 A IPLV @ ARI 0.0 IPLV Input Heating Capacity 80.00 MBh Output Heating 64.00 MBh Output Heating Cap. 66.87 MBh Capacity w/Fan Heatina LAT 99.90 F Heatin• Delta T 29.90 F • Motor/Electrical Operating EER-k 13.0 EER Compressor 2 RLA 0.00 A IPLV @ ARI 0.0 IPLV Component SP 0.18 in H2O • Field supplied drive kit None Indoor mtr operating 1.13 bhp required power Indoor RPM 1163 rpm Indoor Motor Power 0.84 kW Outdoor Motor Power 0.40 kW Compressor Power 4.34 kW System Power 4.79 kW SEER/EER @ ARI 13 SEER MCA 29.50 A MOP 45.00 A CGnpressor 1 RLA 17.60 A Condenser fan FLA 2.50 A Evaporator fan FLA 5.00 A Page 1 INSTALLED ACCESSORIES NET WEIGHT DATA ACCESSORY WEIGHTS 5 TON UNIT ECONOMIZER 26.0 lb MOTORIZED OUTSIDE AIR DAMPER WA Q DO MANUAL OUTSIDE AIR DAMPER WA / BAROMETRIC RELIEF 7.0 lb OVERSIZED MOTOR N/A BELT DRIVE MOTOR N/A lir;•t111 POWER EXHAUST N/A �```�`O,II'�� THROU GHT THE BASE ELECTRICAL(FIOPS) WA tio ��/4, UNIT MOUNTED CIRCUIT BREAKER(FIOPS) N/A �� UNIT MOUNTED DISCONNECT(FIOPS) N/A POWERED CONVENIENCE OUTLET(FIOPS) N/A HINGED DOORS(FIOPS) B \O HAIL GUARD WA SMOKE DETECTOR,SUPPLY/RETURN N/A CORNER WEIGHT NOVAR CONTROL N/A STAINLESS STEEL HEAT EXCHANGER N/A ROOF CURB 70,0 lb BASIC UNIT WEIGHTS CORNER WEIGHTS CENTER OF GRAVITIY SHIPPING NET 0 190.0 lb O 110.0 lb (E)LENGHT (F)WIDTH 688.0 lb 613.0 lb ae 158.0 lb OD 155.0 lb 31" 19" 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 NET WEIGHT TO BASIC UNIT WEIGHT. 4.WEIGHTS FOR OPTIONS NOT LISTEDARE>5 LBS. , \)>"1,--&-----------_,7 i i ,,,,.-,,,, .. fir- t. ...------------ 41.... ist., . , . '4' , . 4,,p o RIGGING AND CENTER OF GRAVITY Page 6 mom- .. ..t, INSTALLED ACCESSORIES NET WEIGHT DATA ACCESSORY WEIGHTS ECONOMIZER I 26.0 lb 3 TON UNITS //�� I MOTORIZED OUTSIDE AIR DAMPER N/A LJ MANUAL OUTSIDE AIR DAMPER /n I MA N/A ,__Y `� I BAROMETRIC RELIEF 7.0 lb OVERSIZED MOTOR N/A o BELT DRIVE MOTOR WA D d �t.11`1 POWER EXHAUST N/A V W... If�JJII THROUGHTTHEBASEELECTRICAL(FIOPS) N/A c „ ��j"( UNIT MOUNTED CIRCUIT BREAKER(FIOPS) I N/A �� UNIT MOUNTED DISCONNECT(Flops) J WA POWERED CONVENIENCE OUTLET(MOPS) N/A (,) �/ HINGED DOORS(FIOPS) ' \r,-,,-, HAIL GUARD WA �°J SMOKE DETECTOR,SUPPLY/RETURN WA CORNER WEIGHT NOVAR CONTROL N/A STAINLESS STEEL HEAT EXCHANGER I WA ROOF CURB 70.0 lb BASIC UNIT WEIGHTS CORNER WEIGHTS CENTER OF GRAVITIY SHIPPING NET OA 165.0 lb O 95.0 lb (q LENGHT (F)WIDTH 607.016 532.016 OB 137.016 OD 134.016 31" 19' 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 NET WEIGHT TO BASIC UNIT WEIGHT. 4.WEIGHTS FOR OPTIONS NOT LISTED ARE>5 LBS. (1111ffiii---- A e 1 '4: 44. !� I' z ® a E ` Z; F v RIGGING AND CENTER OF GRAVITY Page 6 . TRANS' Dimensional Data TOP PANEL EVAPORATOR SECTION ACCESS PANEL ••NDE NSE9 R PAN 81/Yu O 14 I/4Y -1 -- ALTERNATE `� -CONDENSATE DRAIN b414NPTIMANOLE IIIIIIIIII II CONDENSER E R CCOIL-r\` IIIIll�u�/ I/8 �E SOAR DI8LNDLE 4� ® z, ,A9!N \‘::S�le // SERVICE GAUGE PORTACCES S 1 Sr DORA)DIA.HOLE �f' Ned 41H�� I DMA. 1L 07�LY1• Al. 4uu UNIT POWER WIRE 1E DK HOLE X143 Nu {11'yy 24S n 11{21 II VY - GAS CONNECTION CONTROL AND COMPRESSOR ACCESS PANEL Figure . Cooling and Gas/Electric-3-4 Tons-Low&Medium Heat-R-22 *All . enslons are In inches/millimeters. ** NPT Gas Connection=(Y_C Models only);2"Electrical Connection:Single Point Power When Heat Installed(T_C Models only.) • OREGON HEATING TOP PANEL GRAND CENTRAL BLDG H EVAPORATOR SECTION 3,4,5 TON UNITS ACCESS PANEL O FAN • OI C --...Lq‘' ''' wlnnaj • / �/ �� _-- _ .�I. 35 1/4' 181' 921 Nu ALTERNATE ,III SH•1 .HOLE � ti . I \- ® o+ CONDENSER COIL 598 lilt III j� UNIT CONTROL HOLE • 7A1• DIA. 51 SERVICE GAUGE PORT ACCESS ��.:--�'14��j 1 Sr(38/AM)DIA.HOLE M 1 4L1/4* / 1009AM• 1746 1111 "75 I P • 11�,, ,,,491uu Y(a1MM)DI/LHDLE SSt�u u µµt�s�uu 241'LL 112(uu • 12 NPT LAS CONNECTION CONTROL AND COMPRESSOR ACCESS PANEL Figure 3. Cooling and Gas/Electric-5 Tons-High Heat-R-22;Cooling and Gas/Electric 3-5 Tons —Standard Efficiency R-410A Cooling and Gas/Electric;3 Tons High Efficiency R-410A *All dimensions are In Inches/millimeters. **1/2 NPT Gas Connection=(Y_C Models only); 2"Electrical Connection:Single Point Power When Heat Installed(T_C Models only.) 102 RT-PRCO23-EN 5 Scope of Work OHAC Oregon Heating and Air Conditioning will perform the following scope of work: CCB # 172126 1. Provide and install 2 new rooftop gaspack units, including economizer and smoke detector on 5-ton. _ _ —__ Equipment 2. Ducting and air distribution as drawn. Schedule 3. Gas piping to new units from existing house line. RTU1- Existing. RECEIVED RTU2- Trane YSC060E3- 5 ton. 240/1/60, 41.4MCA, 60 MOCP. 60,000 Btu cooling, 13 seer. 80,000 NOV 18 2014 Btu input gas, 80% AFUE. 825# max operating weight. RTU3- Trane YSC036E3- 3 ton. 240/1/60, 28.8MCA, 45 MOCP. 36,000 Btu cooling, 13 seer. 80,000 I � Btu input gas, 80% AFUE. 744# max operating weight. g CITY OF II�.`� D ki r,r _ ;Osi r� ......._________t tx-JD . , ;._ 5,10(N , /7 a // , I 7/ / "'It • ,., d ) r C eo ' -tt. 2X t 0 / / / I.1 (7), / to': z‘ __ L . t .}� IS CO O JZXfZ ( z ( J /l r�;l / 41 375cF4\ I �� J L- { Ca • 3''i II:�c; Ja`" jai N Lo 1 - rl�<<Pf N tor__10. lie- / �� /(pi , C ►�ff�� �' fin/ _.i (6P(2) y hwt / Ir., /yXm 3 • RA ." i /pax-4,u u Quc's Mechanical General Notes: 7 ~ ` 1. Cooling equipment does not exceed the load of the calculated requirement. �' 2. All steel ducting will be 26 ga minimum galvanized. 3. Heating and cooling ducting to be designed to not exceed 0.5 wc positive(supply) and 0.5 wc negative (return). 4. Provide programmable thermostat. 5 degree deadband minimum. 7 day. Microprocessor. Set program for night energy savings. 5. Seal ducting with UL listed mastic or mastic tape. 1V- ` '/�i pi 4„J 6. Fan motor does not exceed allowable, first available above BHP. `' �t -� 7. Support gas every 8' max on 5.5" minimum PT blocks. I 1/43 u f I /O y, 8. Max leakage rate of OSA or exhaust dampers to be 4 cfm/sft @ 1.0 sp. /\ 9. Provide O and M to building owner. M l 12215 SW Main St-Google Maps Page 1 of 1 en) 12215 SW Main St,Tigard,OH 97227 Street View•Search nearby /iv 1P4t s Mr 4:41e0:1111. • <1%,V . 4 for r,+ • GAS- Per OMSC Table C402.4(3) <2Psi inlet pressure © 0.5 Psi pressure drop Max 175' developed length 1.5" pipe adequate for 443,000 Btu 1.25" pipe adequate for 296,000 Btu 1" pipe adequate for 144,000 Btu Load- 1.5" total = Unit heater- 200,000 Btu �� �� tl RTU 1- 100,000 Btu RTU2- 80,000 Btu RTU 2 and 3 on 1.25" RTU3- 80,000 Btu Each RTU on 1" Total = 360,000 Btu ,"a',3 2f :Coot'e 20 ft I https://www.google.com/maps/place/12215+S W+Main+St,+Tigard,+OR+97223/@45.43... 11/12/2014 Oregon Heating & Air Conditioning Choi retail Center- 12215 SW Main St, Tigard, Or Ventilation Requirements- based on 2010 OMSC table 403.3 RTU3-single zone gym 800 sft breathable zone- Persons-20 cfm X 10p/1000sft= 160 cfm Area-0.06 cfm/sft=48 cfm Vbz=208 cfm Ez=0.8(supply and return in ceiling) Voz=260 cfm SA= 1200 cfm RA= 940 cfm OSA=260 cfm RTU2-multi-zone retail-1120 sft breathable zone Storage-680 sft breathable zone Ez=0.8(supply and return in ceiling) Vpz=2000 cfm Net 1120 sft retail- Persons-7.5cfm X 15p/1000sft/2=68 cfm Pz=9 Area-0.12 cfm/sft=135 cfm Vbz=203 cfm Voz=254 elm • Zp=0.127 Net 680 sft storage- Area-0.12 cfm/sft=82 cfm • Vbz=82 cfm Voz=103 cfm Zp=0.05 Ev= 1 Vou=68+217=285 cfm Vot=356 cfm SA=2000 cfm RA= 1640 cfm OSA=360 cfm a Moro Page 2 of 3 Oregon Heating & A/C, Inc. Oregon Hooting PHONE NUMBERS MAILING ADDRESS OPERATIONS CONTRACTOR LICENSE ' —% .-- 503.691-9699 PO Box 241 19300 SW 118 'Ave Oregon CCB 172126 503-691-8556(Fax) Dundee.OR 97115 Tualatin,OR 97062 Washington OREGOHC900BN www.oregonheating corn